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Home My WebLink About6343 Beverly Hills Dr11 11 1 l ' t -1- P ll1N t1>fl"R _ ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ 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 FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing 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 SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KMlall 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 DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML 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 wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATES REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 A T r'1 r A P'1 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE ) ) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN i' 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 1 l� I/� F/71 F1 l�M�o�El a 0[E E_—] El El E:1 El�� F7 F 1,171 ISIISI /% Rom 1763 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. - O o V s N t, = ,TI�4 4: ) a C. ` Q - �. W C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ti E 0 �r � � � N 0CS ��a♦♦ C) -.2 it" LQ C N OLLa a�n YYSa � LL2V aJLL o 13_ OP cc M W in�pjO' ¢ ¢ ¢ Z � No (fa0 N M Z -1 pV U�u Z V M cn Z Nco o Z m N z iz Q M N Z LL 1 ' ` v C) �0 ,.,., g Ul N � r v w � d =. .® U o m e o w M M i ¢ o0 Z < LL E =o �0 w 0 E E OV z Z® o a �_° <� 0a o� Z O N Qz wz w� .E5 0 < NU 0 Z� Z E0� ;z a °0< LLa ZZ 50 w W U 3 a� m" 00 = <a � �o �0 MilliJ cD a za c�3 �O L6 J O t` ui m m � co a ^� U) F_ C0 N O N LO r Q N ai C`V CV o Z Z E S— E `' C co a. v _J Q o °; JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. v S C E VARIES PER FLR, PLAN 0 F- MASTER BATHROOM I 1! l TEMP 1 OBSC o U 1 o ib I MASTER BATHROOM BATHROOM 2 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW - MIRROR VARIES SHWR. SHWR. CURTAIN HEAD ROD Z DOUBLE RODS SINGLE 24" TOWEL BAR TOWEL BAR IN a ROD Lu ON WALL ABOVE TUB OR SHWR. m / TOILET TOWEL BAR a > ON BATHROOM WALL MEDICINE 4 i SHWR. 50 VALVES Li CABINET TOILET SOAP PAPER ° DISHOP HOLDER o o O ILL LL o n CD o ih M o' TUB BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY TYPICAL HEADER HGT. 0 M KITCHEN 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS- 8 COUNTER TOP 30" H BASE 4 ILL to a O 2x 'n 0p FRAMIN( 1/2" GYP ? BOARD - FIN. FLR. x SHELVING 16" FOR LINEN CABINETS o Ito V V (V ILC F'LH 1 C- ISLAND COUNTER CABINET BLOCKING 1'-4"X1'-4" "L" SHAPE CMU COLUMN • ■ - • ■ ■I LANAI I■ 8'-8" FLAT CLG. A.F.F. 9 -8 10 4 5 -0 q EO I I J TYP. @ AC PAD c? to I I S6 2-STORY O O HB I 6068 SGD I 35 SH - I AC PAD IN BRKFST, .I 1�OP 8'-8" FLAT CLG. L -- -J N TILE co DINING • - 8' 8" FLAT CLG. CARPET W ■ to N = 2068 ^ BF N J S6 °° I TYP. @N 3"7 1 °°62-STORY I L__JI1 � ■ z o OII11" GREAT R M O I I O Q o _ 3 T a ' 8'-8" FLAT CLG. CARPET Z r ' KIT. II Cl) I 8' 8" FLAT CLG. TILE - ■ _ I LLI PLUMBING LINE k 5'-4" I „I '-0" T-0" ■ 8'-4" 2'-4" 4'_4„ o TO SECOND FLOOR-1 LOOR I 1 I ALL I I M 3 2x4 #2 SPF O 1/2 WALL = ALID O STUDS W/ (3) OR RAILING L= o, I I 16d NAILS AT PER SPECS N • o BASE _ _ FLOOR G.T. I I I I I II I I `A'D 26�$ ' VV -�& BF A I ; I I I I I III I I I I I I UP EH I p ■ 8.'-8" FLAT-CLG,- TILE 116 115 1 11 1 )Ill I 1 I 18 I 11116 III I 15 I I I I OPEN I I I TO ABV. Q ■ SHEAR WALLY E GE OF SLAB 2" STUDS W/ USP w W.H.B YOND WALL HT'T16 @-ERASE 1- 6' 4" 7'-3" 7'-0" 2 p X ■ BUILDER TO PROVIDE Q FOYER 1= w APPLIANCE PROTECTION S4 Q p w UO j C WHEN REQUIRED PER FBC S3 8'-8" FLAT CL6. TILE J m H1 zp z W/ USP L TA18 STRAPS ■ ■ • ■ �- (CENTER U D) EACH SIDE OF J Q WALL TO FLOOR TRUSS co= OD tI lI S6 @ 16O.C. n tDABOVE o TYP. @ %� � U �� LU ce) I I I I N 2-STORY • w GARAGE LU U) m > W 8'-8" FLAT CLG. A.F.F. Z_ O IrI o N (n > I ■ I I ENTRY 60 ao ~O Q _ 1 , 8'-8" FLAT CLG I I Z AFF I I 4 in T I I I I I TYP. @ I I I I I SINGLE • I FLOOR G.T. I ■-------- 9 STORY - - - - - - • - - - - - - - - j 8"x16" CMU C COLUMN j N I W/ 6"x12" ABOVE E I 1 12"x12" CMU w! (4) I K INTERGRATED INTO #5 VERTICAL o HB I S4 TYP. WALL W/ (2) #5 ZLID VERTICAL GARA I M- - - - - - - - - - - - - - - - - - • - - - - - - - - - - - • • al 1'-4" 16070 OVERHEAD DOOR O 1 1' OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +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 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 20 X 26 181 X 25' S.H. 13 20X38g 182X374 S.H. 14 20X50g 182X50 S.H. 15 20 X 63 181 X 62 S.H. 16 20X72 182'X71 S.H. 1112 271/4X26 26X252 S.H. 1 H3 27 114 X 38 g 26 x 37 4 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S. H. 1116 274X72 26X711/2 S.H. 22 37 4 X 26 361 X 25 1/2 S.H. 23 37 4 X 38 s 36 1 X 37 3/4 S.H. 24 37 4 X 50 8 36 2 X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S. H. 26 37 4 X 72 36 21X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 1 X 25 1 S.H. 33 54 X 38 52 1 X 37 4 S.H. 34 54 X 50 52 2 X 50 S.H. 35 54 X 63 52 1 X 621 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - ELEV-B SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) -rs e• O � -O Cn ® ".t <I C14 a it <r N 1yyS W W '�41i��ille)i/,q cli � w�,C/ J• S �; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H Q o E 0 co 8 O N N " # LL ' V Lo Q OJ 0 C Wj noow M I» cn-w a co 04 O �` a Y It Q J a a. L n3 a - Z J o 0 fig co O � (0 O' Q Z LLW d (a 00 N O J a 04 z Z 0 N C) U rU) Z O W ID C]❑ N C� 0 z�N O z o � Q s, a r z v4--J � o LL , T n w Y O w s IN Of Ln U � ._ill...... • � E U o H U) Q N ° Q s eo r, o c w CM J h ¢ Z a o E V ooa� w� =® oa z CU r�Si - a C:)N �I Qo F U �o az u O Sz aZ � wo �w w� <o z ox m0 oz z�I N CJI J1 �`� >¢w sZ � N > <p o a O N �� o <�w a W �h o CIDV' w 'O a z 2 C:)= 0 >U) 0 L co r ) U 0 � O � M N C) CJ Ln N m T N vi N d Z Z E T a E .. 16 0 J v 6 ca a o C:E a � JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 1.1 II 11 111 1I-Pl_-- _ t - I 3/4" PLYWOOD DECKING FLOOR SYSTEM ;I - ITN CONT. HANDRAIL RETURN TO_ A) WALL DETAIL. SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1 x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 ` 15 `\ 36" H. CONT. 14 GRASPABLE 13 CD RAILING ` I M 12 \ I `\ I ` I 11 1 off 1 `\01I 10 1x TREAD \` I I �r (TYP.) 9 \ 1 00 8 MIS co STORAGE UNDER 7 - STAIRS 6�vv 2x FRAMED 5 WALL a��\ 1x RISERS 71 (TYP.) 3 2 \ 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION L 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 FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS - CONNECT TC 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 42" KNEE WALL WITH 1 x8 CAP & CASING fL 1 x8 CAP & CASING 1 TYP. @ D2 CORNERS 6 = H1 D2 O 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H1 6 N D2 O DRYER VENT THRU SIDE WALL- ) >J HANSON BOOR @ 36" A.F.F. WIRE SHELF @ +54" A.F.F.-" J S6 TYP. U.N.O. 4�� SIM. W/ (1) MSTAM36 STRAPS @ BASE 140C REV 10.1.20 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 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- r-------------------- I T-8" I I j H1 I I 16 0,16 2 J O 125 TYP. S6 H U.N.O. 25 H TB 60" X 36" EGRESS* EGRESS* SHOWER O FIBERGLASS SURROUND MASTER TP -0t' -- - 5-0 -, - O BEDROOM ,M - BA 8'-0" FLAT CLG. �668 CARPET �2068 - 4'-0" (FLAT, G. BF , T►LE G.T. 00 3'-6" rn 15'-8' - 4-SH il I 8t 0" FLAT CLG. u) I CARPET -b 20684..E IACCESS- > L----- ----i- - R&_L s p s s BEDROOM 4 -- - -0 P 8'-0" FLAT CLG. ;n CARPET 00 E-0"-FLAT Ci G, - '-6" o TB -- 1/2 WALL OR RAILING PER SPECS w TECH CENTER w 7-9" 5'-11"1. 2668 11'-4" 'k 2668 CN - L---------- BF N. 6R I 15068 BF D TY I 1 1 14 1 12 11 10 9 8 7 6 5 4 Irn ' LAUN C---------- ------I� 8'-0" FLAT CLG-- TILE 13'-11" T-10" 2652 5-11" - ' R&S ------ I W �, 4068 00 s- t to :?.. 5'-0�P, BF 5'-10" 9'-52" CD cv 41 iv 1 1 I 5068 I G.T. - - 11'-6"T _ - - B 2 11'-2" - - v 1 BEDROOM 3 ;06 BEDROOM 2 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET EGRESS*l J ' EGRESS* I 9 H1 I D2 I 25 I © SH 9 D2 22 25 39 © H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 5-10" 5'-10" 6-8" 6-8" 18'-8" 6'-4" 25'-0" co HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. N kD)2 A H1 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 2 OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 () +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25 S.H. 13 20X383 18'X374 S.H. 14 20 X 50 5 1812X 50 S.H. 15 20 X 63 18' X 621 S.H. 16 20 X 72 1812 X 713 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 11-13 271/4X3838 26x374 S.H. 1 H4 27 J X 50 q 26 x 50 S.H. 1 H5 27 'X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 J 36 2' X 37 3/4 S.H. 24 37 4 X 50 g 36 1 X 50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 37 4 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 5212 X 25 S.H. 33 54 X 38 $ 52 � X 37 4 S.H. 34 54 X 50 52 � X 50 S.H. 35 54 X 63 52 J X 621 S.H. 36 54 X 72 52 21X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 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. � SECOND FLOOR PLAN - ELEV-B General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) -a cl�a nt Q U 0- co LL OL 'a c) +_ Q V (>3 CD M c -0 Y ll - r � H.. �• ri L'r! �e�^ .• E (a . O UI ry • \ J cV` r��j •� L;� •.,t w `� J �-•ate ...+•J •'+•'-' - '\\� ', �' 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. rn H$ 00Q E O Cr) 804 N N m-� G 0 ao ac �` wa JLu ILL a M OV QN Y � LLJ Z W of m 5 _ 6 0 J W U) CP d a Z LL 00 a N M Z X N 0 t7 pU��v�i _ W ❑❑❑ Z N 0 0 z N z � � Ln 0 c }1 N LL 1 19 •rJ � 'm oc� �N �. U sf. E - _ E WIG N C Q N Ol o w Mwa Z � J u ce E w� Zs °a Eco Z ♦- `0 N pa 00 °ZZZZ d i < i J m 0 3 C C oY h 0 OZ Z >Z Z __ m N N FW oa ZZ 50 Q LL a �Z W U ao s o� C> coa3: waza �° a o e-I -117 >LO J m 0 � T CID �T..��.. ooI T Cf T U o ~ O � C:) N In T Q T N 6 co T N iri 04 o Z Z E T �' m C cc 0- U J JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 1.2 S C( L A 0i I L-- ! 1 1 --t I ' III 1 III FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME----,_ -1 W 00 FLASHING 2ND FIN _ FLR L T.O.M. _ 00 00 EXTERIOR PLASTER ON FRAME- 12 5.0F ' -------------------- -All ---------------- ------r t— -- HDR. — TEXTURED � ! '�-�I �- � �., , = CEMENTITIOUS 00 FINISH ON �o CMU(TYP) F-1 E] FIN FLR rt -- --- —a FRONT ELEVATION - B SCALE: 1/4" = V-0" 1 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP. 12 CJ 25-SH CJ I 4.0� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I -IN I-LH -- -- -------- I CJ/WEEP 12 14.0 v C f; v v 25-SH 25-SH R--------- ---------------- -- -------------------------f-------- — — — — — — — — — — -- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - B SCALE: 1/4" = V-0" DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" 0. 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 N (U L O o � O =�- C*4 TN ,L7t— C:J-C Q Q 7 Y U3 < _ E E c o 0 -` a FLU C-A ae To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tl! $ a o E Co C) a) m at N C) N � J N O LL Q O C � J rp N it LL W W � n P W a v LL a x C-) a W o Z -JLL 06 0o tmC, a o 7 ratio co O W a a Z LL 00 d a s N MZ cr rn O Z o0 03� W ❑0❑ O Z � O z o Q Z!,E3 z (D o Q) �N f6 LL R O N w o L N un U �- e U o' U) ° •Q C m C:,w CID co J 2 L Z 4 fd E Q o O E wz _® oa —CL 2� UO ¢ 00 0a Z O E N ru o ¢ o o Z �J ci y mo 80 Z Z _ 0 °o< Z 50 O W T U JW J o wa a ��_ V za o3 0 O = 'L J O ai rn m 0 L T CID �T} U) m CO N O N Ln T Q T N ui w N o m T ii N Z Z c E T E �' m C d U -1 Q p c JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 2.1 12 -- 5.01 �1 J' - FIBEREGLASS SHINLGE INSTALLED 4' OFF RIDGE VENT — AS PER MANUFACTURER 7 SPECIFICATIONS 1_ _LTC �_ -T r _ " T - F i T T'-- —'-- ---- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- EXTERIOR PLASTER ON FRAME 25-SH 25-SH CJ 12 FLASHING - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 14.0— — --- CJ/WEEP 35-SH R... 1--------------------------- L-1- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B SCALE: 1/4" = V-0" , HDR. 80 oil 1 H3-SH Fo ------------------------—---------------------------------------------------------------------------I---FINFLR TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 1 , LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.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 N co C°f LL d Q RS ,Q c�N1 Q N J-J li Q Lr L--0 E C ¢cn00 f ` 0 -O �.— W 12- I11!!///�/� • i\\\\\i0�411 Co N• \J ^ �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LU Q OE O M 8 cco (0 O N NJ .-. O Ol l.L J Lu tlJ � J C:) " a u rN A LL " a L � Z_ C J O I w 0: J W tiw co ro�rnrn ¢¢¢ Z a N �Z Wcn O USN OU V M � Z N m o g zm v z J d � z �N M w M U D' O w $ (n Ly N �N ~ c W J � ~ — E 8 I z� � U c U) � ¢ t16 44 o W M� o U_Z. E to 4 Q o 0" � coo F- M 0 x U 'o V Z0. o E N ?I i wo 6 &a az w L cn c v p o "m m 0 Z Z '<w Z Z N 5U CL oa w a N w W N� C CDx0 J wa � co Vim' z�d a 2 06 3 c O 0 >u ) _J rn ,a 0 � r co T oo_�, U m (.0 O CM CN O N L0 T Q N r m � T �i CV o Z Z E T_ 0) ID cc a E U -a Q cc JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 2.2 I I _ _. . IL.—_IJL_I I - ---- - -I - i-- I II ILA _1__I I __ _ - _-'Ar 1t1'm1r " 3 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. 150At200A INDOOR PANEL CENTER NEMA 1 50 AMP/ 200 AMP n 200 amp 150 amp #14 copper to lights & outlets # 1 2 copper to 20 amp ckts #10-2 cropper to WH #10-3 copper to Dryer or 4/0 SER Alu UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 W.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) f [] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— WP GFI • • DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— ham 61 ---- LANAI - I � `\ /> I WP I I I I AC PAD WP I GFI DISC. CFI I I � iB FST` -- �• 1 DINING 4 LIGHT AS PER - / SPECS 5'-0" -- - - LIGHT AS PER SPECS PENDANT GIF LIGHT PER SPECS �1 �F I I GREAT R M GFI— ED U.C. OUTLET� 12 ROUGH -IN FOR OPT. Z — [ O I IGF ' 6/, J FAN/LIGHT I I SWITCH FOR OPT. CLG. FAN/ DISPOSAL I LIGHT PRE -WIRE GFI — �I ih �1'- ' I - I I 3 / M. F_ T L S 1 I S 1 1 HI BI)VC1111 l i i i i U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: Y4"=1'-0" • tj I I I I I I I I I it ■-111 - - •- IL—L — ---_--'- - GFI @44" FOYER W.H. A.F.F. - Z LU OQ \ - 1= � J U F GARAGE Wp DB LL U Fr LIGHT AS SPECS GFI LLI PER • >LU GARAGE / GARAGE � / DOOR I ENTRY GFI r------------------------------� I I I I I IRRIGATION GFI I ' I -------- ■ I @ 44" A.F.F. ' � ■ -------- I I I ` I I I I � I I � I ■•-----------------------------� •� COACH LIGHTS OR PREWIRE AS PER SPECS _ -----------------� I I I I I I I I I I I I I I I I I I I I r----- i 11 ALT 11 VP 11 AC PAD I I �__ _1' MASTER i_ WP BEDROOM _OPT. TfSC. / N. BA / OPT. CLG. FAN/ I / LIGHT PRE -WIRE — — — — — — — — -- — /\ I WIC RECEPT. FOR ALARM SYSTEM I P I--------� _-�--- ___ S.D. o I /OPT. CLG. FAN/ �- -� LIGHT PRE -WIRE PROVIDE PHONE / CABLE I AND OUTLET AT TECH BEDROOM 4 CENTER S.D. f / /— — — — — — — — — — 34\� I I LOM 0 I T I IS VIH WI G _ B L W I .J AU -IT GFI @ I - \ 44' A.F.F. -- I bqp S.D. \ S.D. I , I \ IOPT. CLG. FAN/ \ LIGHT PRE -WIRE OPT. CLG. FAN/ I I \ G LIGHT PRE -WIRE / —� BEDROOM 2 BEDROOM 3 I I I I I I I I I I I I I I I I I I L------------------------------------� 1.5" VTR 3" VTR III— III� JI �1 I I I I I I I I r� 3" VTR lily I � I I 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN — ELEV B SCALE: Y4"=1'-0" Ui N -0 LD Q C 775N`: O ct O O L O W 0 i CV 0 CV CV CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn C) ao o E 00 Cl)N� C) N J N LL Q 0 m J ' 'o at LL W M v LL a Y a rNi vi rn M u- ti. 2 c m C _Z � 0 F_ � @ N co � O � W coco LL a to M Z IY N O N p0 Zzoo W ❑0El co o g z coco z z o � Q E3 NxM a ti M z 0 ii c") w U 0 w s U � 8 U i . � 8 � o mS tffil co w VM mco Z � os a E O Co V wo a0 'j S w > Q s Z® Co < F_ x. 'D0 Za< O CV t Q Z o <o &� W Z N� °aIZ � m� o Z C J �m >z ZZ N oa wLL 5° �w W U � a o� J= 3 � <� �o I0 J o v N a ° O > LO J 0 �• ai rn m 0 L T co ^ t.L. 0 o op 0 � C10 N O LO e— Q CV T N N04 T CV Z ttoo Z E T m c a E 0 U � o «? Q o C cu JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 3 I -- - "---I r WI , 11-1 I(IIR'+ 1 ZONE-2 ATTIC SPACE 60 SQ. FT. a I O ti N V -0" I 4:12 SLOPE w 4:12 SLOPE�I I ' �EE , I I I I I I W I a I O N N I 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I i I I I I I I I LU z i 5:12 SLOPE CD w 5:12 SLOPE _0 W � I I ZONE-3 I I I I ATTIC SPACE I I I 1071 SQ. FT. I I I I i I i W I I N i I I �J I �P w — 5:12 SLOPE I — — — — — — — — — — I ZONE-1 w d ATTIC SPACE ° N 97 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC i 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 ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 1 0.0 0.0 0.0 (Zone 1) Main 1 0.0 0.0 Floor 60 58 8 29 2 1 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 1 135.0 138.0 —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-B SCALE. %4"=1'-0" O �` M eN.t N 0_m X M CD Q 0-csNY C- Q L eG�00 < U L .5 Q 1'' ^ W iF— i 1 W1 Iit•ii• i • � — `ram at14 _ J i 4 Ct,1 u 0 C ♦tl �/2' S 1011 \, ,i fttt�41S1ti1�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W n F co a O OM O N * oF- N 6'. J u- G 00 N xc 00 LL W a U) N O LL C a a) -J M LL LL 3 a O 6 r @ o O ~ W 7 N co M O W ��pjQ' ¢aa co Z N Cl) Z W N 0 LL 0 O 0 V N Z CD z M o g z Co z o � 4i�D C1 v�o LL 04-1 � f,3 w m o_� w g t� c N Ln , w � E U o' l c U) D Q 0 �Q e N 41 C w M o L Z Z a E 0 E o �� > a s zo 00 V co <= . 0 i, ru u U � W < Z N i a < y ao 0 w w �� ai __ W c - c o �o ms z g >Z z¢ W z N °o< Z au �� W V 01� az F F 3 CD a LD ; o CD CjD il� ar 0 c Q �L J o 0 ^, L T co r '�/� m Vl O � O C� '0 N N LO r Q T N 6 N o m T v; N Z Z E E c a U ¢ cc 0 � JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 4 i - - - ' _ I 11 --- , --:__Iu i, l 1_-11A - 11L-L -L-'__ 1 -1 �. - - -- --- - 1 I . _ _ 11 1 - -L I - -- 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 Uj a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. nT U.N.O. •, -. ; •; "`Alternate: The reinf. bars shall be •� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" O PLUMBING LINE TO SECOND FLOOR 0= NIO A. v li c'M 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY A S3 o @ in TY T SINGLE STORY O M HB 25'-0" V-8" 10.-0" 13'-4" FW/ (3) #5 s 0„ E.W I o 10 W I o� 1 2'-0" 11'-4" 6'-8" N -4"I T-10„ 5-2„ 4,-8„ 1 -4 i 4„ I M j AC PAD • • • • • all i• 11 • 11 - - - - - - - --------I-------------------It PROVIDE: 1-1/2" r--- RECESS JTYP. @ ql I F R SG DOOR. REFER S6 2 STORY HVAC CHASE II j BASED ON TO MASON'S SCOPE I LOCATION1 11 a' I F R WI H I I 11 1 I 11 I I II 1 o INDICATES FILLED CELL l l 1 W/3000 PSI CONC. GROUT I I 1 r FROM FTR. TO BEAM W/ 1#5 it I I C.J. _ _ REBAR_VERT. ABOVE SLAB. r TYPICAL @ ALL PLACES I I SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT I 1 W/ 25" EXT. ABOVE SLAB I 1 "GRADE 40 STEEL" I I j jl I I I I I • a III I I � • in ao I ' I , I �1 1 " I I 1 1 1 Z ft Y II I 11 1 Q I III 3Y2' MIN. 3000 PSI CONC. S411NB 1 FOR HERNANDO COUNTY ONLY i 10 I I I 3Y2' MIN. 2500 PSI CONC. �(AB OVER . I C J 6 MIL VISQUEEN VAPOR Q#.RRIER L_ 2'r "2'- " 5'-3" 15'-4" II I • •• 1 1 ----;— ��•0,#,i i 1 1 X11 1 1 1 , iI1NRHl}MINUMiIML'!AI}II111L711I1Ml1MIMilMUIM!lNIININUi 'Ai''i�°��NIMiIMUNI1MtRNIMNNINU}NRUIMUML'MUMN�'r��li�'.'�/�� C DOWN M 1T-1 S3 MIN. 101' I O JA r I • (BUILDER TO PROVIDE j IAPPLIANCE PROTECTION a I WHEN REQUIRED PER FBC 1� OJ I c> (n I I I I 9'-4" 9'4' I C.J. - --�— - c' - - • I o I I N I I 1 _r I I 2'-6"x2'-6"x1'-0" j W/ (3) #5 E.W. � I I rJ II (2) #5 VERTICALS W/IN FILLED ELL A S3 —S L--- — — II — — - 16'-8" 18'-8" 25--0" 2EC SS FOR FRT. DOOR 'RO IDE 1/2" x 91/2" I I v I -4" I I Q 2"I T v 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 AN I ALT 11 I I I AC PAD It ;*) I L — — — — — A. N Al z M O 00 0 M J S6 TYP. @ 2 STORY TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L - S3 -Q�', TYP. @ ENTRY - r O z Z N o `n S3 10 3'-0"x5'-0"x1'-0" W/#5@8"O.0 E.W. 6 4' FOUNDATION PLAN — ELEV—B SCALE: Y4"=V-0" No ~ M �+ A c N L_ , XL L a et' :D ;; Ls N 0 , N E C !'> C�5 n O O U +_ W i `J, r. T at SIC" 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 Q E O N N O N � � J a) O 0 co y LL Uj - Q — J d YYn rL cn v aLL JU a S �__y >Y 7 (6 N O Q O J Win�pjO' �. ¢ Co o a Z W N 0 Z N V U y W ❑❑❑ z co O — O O Z co � z � � J — � in N N z o •U a .� O N �N w o C N 41 Jim n U 8IJ <�.c U 5cs C Y ¢ • m t� co M coo -0 w Z Q ,L- E Ov zo w= > <� za oa E z I-' o —� o xo az z <o O U � o J It Qo ma z C v J oY U hm Oii aw EZ cm W oa LL Z 30 a nw c.0 a p J Lo �' ca ca L T co /T U o v)co (� O � N O N In 1'— Q N T ai m T N y N o Z Z E T E y m c a U Q 0 JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 5 1 1 1 1, 11 11 11' _- II _ 11 I 1 if II I I I TYP. @ LOW ROOF times Oi- TYP. @ CORNERS SIM. @ CONNECTIONS S WRY SIM. @ CONNECTIONS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-I12:121 a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 49.57-49.57//% 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 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 T 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: Q O SHINGLE:'/s" EXP. 1 (24/s) or 1%' EXP. 1 (33/js) TILE: tY3z' EXP. 1 (33116) r NOTE: I+ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 3r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Y32", 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) 10d NAILS AT BASE & SIMPSON 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS ` EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ L SIMPSON MTS12 w/ (14) 10d x s 1 112" NAILS TO BLOCKING BELOW @ 16" O.C. /vv\ PLYWOOD � FLOORING @ 24" O.C. MIN. (2) STRAPS BLOCKING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H I FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5l8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" 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 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR ;PLY ;ARRIER R 2 P,- CARRIER (A) x CONNT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4'=1'-0" 43 0I--O C11.1M -` m X CV CS LL. a LD Q T3 v 1 C.? Cil U 0 ` a Q) 1 C.5 C C5 0 0 -� j 0W, a ° LJ! rl, n O WJv cV u.1 w r �d .Q X To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Lo W E Q O O N # O N 0 �N.+ � L,LLJ > 00 N it W M torrL�2 -i w a N CM V 5 to fn N LL LL 52 a. W O Z r m 00 13 i—� _ Lu � ' CN (o m O m W t��pjO' a IL Z N MZ Wrn0 = O U v _j N Z N ih Z � S J d MIL Is rid N n N Z o C7 0 LL � T Cn � V � O^ w g (/ I =3 N LLJ O co w z coa fJ g G J LL a Ov z o w r a R ZO oa (a p n] X U U Z O N <` a z o 2 Z � wo Q z ¢w m> p � C N .y ='m 0 Z¢ z10 1 � Cw E w 3 am ZZ g° 8W �Z N WQ� > U o� F � w 3 �� o CID w °za >° a i : O 2 C:)= ` >Lo J CU CU L r co n T U m ~ O � N C) -� O L O uS m -it, CV f N o z z E T y c C d v U � Q p C JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 6.1 IIIill — P 1II11"I'll ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND UPLIFT CONNECTION CROSS-REFERENCE RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) 140.0 MPH CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS WIND SPEED (ALLOWABLE) 108.4 MPH SYP SPF SYP SPF EXPOSURE CATEGORY C A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 1875 (1)PLY WIND AREA (+) VALUE DENOTES PRESSURE A (2) (2)META12 9 - 10d x 1 1/2" (SQ FEET) I(-) VALUE DENOTES SUCTION [4:12]-[12:12] 1795 (2)PLY a=oft B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e 3r C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" 10 HIP -35.94 -49.57 -49.57 1 -49.57 1 � D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 1 -60.99 1 1 -60.99 1 78.58 E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 1 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 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 -- w/ (12) WS3 WOOD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" 1/2" x 5" TITEN HD ACHOR WEDGE -BOLTS ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD BOLTS ROOF SHEATHING: (D J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 SHINGLE:'/g' EXP. 1 (2%) or 1%2" EXP. 1 (3Y,6) i K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS r TILE: 15/az° EXP. 1 (3�116) L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS NOTE: WOOD SCREWS AND 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r 3r HDU4-SDS2.5 wf (10) 1/4" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2", SHEATHING SHALL BE FASTENED X 2 1/2" SDS WOOD -----------------� 1 " a -oft I— — WITH ASTM F1667 RSRS-03 10d (2/z x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '�` �'� "_ SCREWS & (1) 5/8" ATR 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. M VGT - F 4940 3555 w/ 16 1!4" x 3" SDS 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 WOOD SCREWS AND W/ BLOCKING PER NAILING SCHEDULE. HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD TYP. G I SCREWS & (1) 5/8" ATR (D(2) I M to U.N.O. I r N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d Lt7 M y✓j U U U I U U U ��1 P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" TYP. @HIP I Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" CORNERS _ 1-- _— _ — R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 1 --- , r- --- -- i -- -- -- -- — S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS 1 I CA WOOD SCREWS AND (1) CA 1 1 1 1 1 1 EJ7 1 5/8" ATR EPDXIED w/ 1 1 II II 1 1 SIMPSON SET w/ 12" MIN. 11 II li EMBEDMENT. All CJ3 I I I I II Jill II I) II II II CJ3 T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS u I I SCREWS & (8) 3/8" x 5" 1 1 TITEN HD (2 PLY) OR (52) CJ5 = _ CJ5 16D SINKERS FOR FRAME 1 I U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" (( 1 I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C 1 XI EPDXY EPDXY 1 ( I 1 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & II 11 11 II �G.----- I I (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" 1 1 1 B-- I I SP1 555 535 10 -10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12-10d HCP2 5 )0 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY ______ _— *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. 1 1 I 117 , ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) L------------ ----- 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" S6 = = 1 1 a = = OC FOR CARPET AREA'S TYP. i i i i i i i TYP DROP HIP DETAIL U.N.O. I = = 1 I — U.N.O. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS I L---------- 7 L_.1 J I r. +,, Q 7- L — — — — — — — — —------- --� —] I =-� I cAl I — �---, r---- V I I I I OR 2 PLY C-------- - r-------- 11 II CARRIER - - - - - - - - rT� 11 ----- -- I TYP. U. N.O. I HA A�f� 1 1 I I 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 1 1 E _ ----- _ J L� J I �P '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) (B _ U. N.O. TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). ----------- r INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN 1 F 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 `> �` I I LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED _ 1 G _ /_ = 1 I X FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER - -(A) iTl� INTERSECTIONS. SPLICING / 2 x CONT LEDGER 1 1 1 H "' 1 1 I TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. CJ5 1 = N 1 i MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION, 1 I 1 I j j NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR CJ3 I I Q BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS EJ5 = CJ 1 I I - -- -- - J 1 I I --- - -- --- �- - ----J I 2B ce) LID U U U TYP. 4 U.N.O. S5 I I I I L------------------------------------� ROOF FRAMING PLAN — ELEV — B SCALE: Y4"=1'-0" UC11 N aLL LL a -a- 0 LL CN T5 :D �- cD t_i�i M CD o Q : � N c .> N <'. C[ V) y U` � 1 ryj o 0 O LIJ > i / lin ^ 4 . p....(�. X14- v ex •P�'r�r a��;SlO f� � To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ]-t• 4 4 O OD E" Q p M E c0 (lo F- O N N J LL N Q C J00 `. O in 7 ro, 5)it W r--r- W d QQj in LL M V a cYn _j a = 5 Z r m 0o W '11L Q: Z Y " O 7 fONt_O Q' C � cj d a ci a M Z It rn O N t7 O U U vvi z ❑❑❑ z a$ Z N z o � ¢ Q J — d N N M N ly z 0 s LLr C:1 U �O w g U J U o C_ n ¢ OD Y �0 ° CO M M o z z LL E a E u w� os ri EN ` ON z® a 0a CU z 00 Z 0 E CV <a�� ao aQ o az �z c z Wg mo Z 0 C -� C!i J y U o� Z� z g Cn z z g � U LL ao az G 1� J C mi Qa 3 �0 �o S z < a 0O > LO O ui rn C7 L T— co T .-% Y ^ U) m O � CO '� N O N T Q N T- 6 m T C`14 N o z Z T d a a) c c 0- U _j Q p JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 6.2 &M ) GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior cencrete 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 �� . 0 afe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81744 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM dr GROUT SOLID d �•:r. N O � WQ �U O /5 BAR CONT. 8F 12-1 B/1 T VLINTEL DETAIL SCALE = N.T.S. I MM MS so E I #SR(1)RQ'D IN. (1) REQ'D ALTERNATE POWERS FIUEDWIVFiIIVIV F =FILLED WITH GROUT /U=UNFILLED = R RECESSED CLEAR STEEL LINTEL n ° QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY d ` .M.U. #5 REBAR AT TOP 4 w ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T Q Z e ° � N Z ° G GROUT D e J tNOMINA QUANTITY OF 5 REBAR AT U) Z W C.M.U. WIDTH #5 REBAR AT �° BOTTOM OF a rn - OF TOP ° LINTEL CAVITY cn o U NOMINA OTTOM o ¢ O 2 1- z HEIGHT REINFORCING ¢ ¢ C7 C 7-5/8'ACTUAL PROVIDED IN i ° a w uy 8" NOMINAL WIDTH LINTEL 4 ib Ci 3:m 5 REBAR AT BOTTOM (VARIES) co In cr a n AS INDICATED 16 GAUGE POWERS MATERIALS cT prf' ecasfintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN - ELEV-B SCALE: Y4'=1'-O" c, 11 O M G1 c� f2 U N �- �- X m :� a CD (Q Q LTg Vim/ G7 r r (fi r C6 m 0,, - Ct� a E r O Q e� .''•, -) a . Eel, WAI CV U \JO . 0 . .••• f` L AAA' ...••'"�� 0� .!=?m ttt?a4s�t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n L W C v E 1 a Nm8 N� N 8 p� J a)O m J LL C 7 a0 :M LL W H rA r-- r� , - W o. N CDa. r Y Q - J W l.L n. 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ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOMEX POSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 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 DOWNWARD AT TOP F THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY DO N D THE 0 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 OL+ 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-1-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. 2„ 1 Yi' 3/a" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN - INTERNAL PRESSURE COEFFICIENT- +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF -END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM, 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16x7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 1 1 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D F USED 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND IN SUCH SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION, ANSIITPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y„ DRYWALL SCREWS AT 12rr O.C. FOR CEILINGS AND 1)/1, SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL G90 SHALL DTH NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL ASTM A525-87siWITH GALVANIZED COATING IINRACCO DANCE WIIES 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpo and mortar along the foundation perimeter must be removed before extenor soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barber must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. N _ > 22 0 N N s� t0 X =3 6 O N -t�� N n L} W Cif z - - r r '�0- S2 cc % E M O O 2 U W F- •• -.77 CJ ��- �• �S1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N U) W E v F o� or- at V oN � C-" N C o0 N # `` w 0) inF-r-° U-wa 0 CNi OCL Y Q @ LL a w I11 J O Z z r(0� W ink°' NZM U¢aaZ ULLO _j UO) Z ❑❑❑ �J1 z N M C,o � z arm% N z s� Q J a � n M to z o � o a--+ N f� w O w s cn U = xp, � J I L� 0 as e L U) N -C o J M M ¢ o Z U_ o Z - Q O Z® UO OCL or Z O ru N t a z o �o aZ ¢� w� ra C:o z � '0 011 ZCn v �o'<w N N z o d 3 oc 0 a N� W U oLL r � z =3 Mill o co wa pZ �O a 00 'IT Q LO J > LO Orn m m CD ^` L T co ..�� ..��.. T i1� Co ate-+ M N O � � N r Q T N ci m w N T N o z Z N E T c m a U -1 Q p JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. SN _ - I _ _ t - I - i _ - -. I _ _ 1 -1- - I ' - 1 _ -1 I _L L_ - IRMIII " 3 w I co co i m 0 rn 0 J CO N 0 ID 0 rn 3 N O a E E s O LZ 0 U may. UU N �o i S2 a w Y i a 0 ti N 0 c� 0 CL C) M r7 0 z W 0 cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - , /_ WALL SHEATHING II II II IN 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN L .L MAX `: 1.1. I t I. 16G.Axl-1/2" LONG (3/4%1" STUDS (NOTED THUS:-) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I HOME H C G GARAGE SIDE O 0 0 51-0" Q - STUB -OUT FOR 0 1'-0" o o ;n GAS METER ' � U O ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 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 FILL CELLS STD. 90' HOOK i- BOND BEAM w CONSTD.90' #5 CONT. #5 HOOK BAR BAR BAR #5 CONT. J1 FROM ElNDATION TOUHIGHEST �--------- 7 BOND BEAM SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT R TRUSS OP PLATE 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 CONT. BASE PLATE COLUMN '� TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS BEARING SEE PLAN FORREQ'D j PLYWOOD FLOOR - BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW �<> V� ��FOR BLOCKING/TJI .. NOTE: VALUE UPLIFT —MASONRY WALL OR IS BASED ON �K// INTERIOR BRG. WALL \ S.P.F. TJI PER PLAN v�� OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR =- Solid block all posts from �� LOCATION OF above to bearing below. STUDS SECTION @ INT. BRG. WALL �'= = ' `` :I '� ° SIMPSON H10A ° ° SECOND H10A (WHEN DOUBLE JOIST CONSTRUCTION ` ` ` w/ (18)10d x 1 1/2" REQUIRED ) (Not required if both loaded equally from above) N.T.S. � = `' �` NAILS r Filler blocking � UPLIFT = 1015# 1/8" min. ) Small gap 2" min. 1/8" gap r ,: 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Series Depth End Intermediate Oi 2-8d INSTALLATION INSTALLATION 9 BC1 5000s 1.7 8 2 8d 3-8d _ Clinch nails / 1 - i - - - 2 8d - _ 5-8d 9 1/2" 2 8d 2-8d when BCI 6000s® 11-7/8" -2-8d 3-8d_ possible \ ✓ �\ BCI 6500s® 14' 2-8d _5-8d - \ 4" MIN. EMBEDMENT 1) Support back of web during nailing to prevent damage to _ _ 16" 2-8d 6-8d % - 11-7/8" 2-8d 3-8d SEE SCHEDULE FOR oo SIZE AND QUANTITY web -flange connection. _11 - ® 5-8d _j _ �, BCI 60s 14" A 2 8d o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit -'" _ 16 2 gd 6-8d o 0 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 7/8" 3 16d -3-16d o 0 4 Place joists together and nail from each side with 2 rows of 10d nails 1 9 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® j_14"_-- 15-16d� 5-16d J 4" max � o 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when required when indica16 6-16d 6-16d possible. Stagger rows from opposite ted or - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER - Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan joist. . N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) 1 Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —) DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �i Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or ) beam below Load bearing wall must stack over blocking and wall or beam below.* - - - Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CD 6" A 1Y2" ROUND HOLE MAY 6" 6'1 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2"THE WEB. PROVIDE AT 41 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)-1 1 Ili-1 1 II Nail with 10-10d nails. v, Install tight to top flange. a . SLEEVE THRU STEM SEE PLAN FOR •• d• • • a Joist hanger �v ,v FOUNDATION INFO d STEM FOUNDATION ✓% '�% \�% rGRADE nriur nrr MI ALI Filler block. v Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4%2" gap rill / Backer Block 'Top Mount' Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6XJoist I � p 1, ^ /depth I -JOISTS BUCKETS N.T.S. rvt, t,nmar_ 4 rvl,, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'4' CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION a A A1=III=111 ,111-I I I SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° `PVC OR SCH40 SLEEVE / r PLUMBING LINE d /L d �I 4 d Z \ • ° / CO � /9 d � SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -I M I I __ °� 1=1I1=1I I- I _III_ ° ° 1—d ° d SEE FND. PLN. SIZE & REINF. I` O >) cv c N X N a X = 4 3: (D ip _ - cv � � W a J ` : C 0 '•_ �+ C a � W To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W IL $ �EI- O co 3 N ik c�O N 0) J LL to to y�PI LL w a- rNi v a Y Q mLLw a. w Z o� w 5 m N co M O LL tb N O J a Z LO N O U U rn z o00 V M � z � S z o a U Q J N dream N c z CD 9 j w U OCT J) �N w o CT C2, U) v C r� it e s 8 i • Q C LO 0 CD cfl Cl) o3 z z f � QEi O O �o oz >F, 0® Oa V F_ z� �` �0 Z o N Wz o <ow� �Q z wz Lq n3 F< U m o O Z Zy _ C J Nm 7 F aw z Cl)Cn a z z z W U g �z 3 o to << ;o a 0 N O > LO) C)6 rn m 0 L r r Q- U U� (0 O N O o LO r Q T E r M o z co z E T y c c a U Q p JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. SN 1 I I I 1 J. 1 1 1 t I I 1--=-- 11.--- - I-. _ In _ _ _ 1 11 1 I 1 --- I_ I. III 1' 111 II 1 1 — ----- 1 1 "Fill -- I 1 11111 3 w 1 2� J M 0 c� N Cr I v 0 C 0 3 Q i G- E x C J Cn 0 LZ an U 0 0 .o i :o a d y I Y O 0 01 LZ O 0 a N N N CV 45 4 m d v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP•) VARIES Ill 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4' (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a _ I �I I �I o D7158-CLASS G or H, or ASTM I I-1 I=1 I —I I L ; • I I I I I �I II' ' I-1 ° D3161-CLASS F, IN I �, ; I I I I I —I ACCORDANCE w/ TABLE r '—III R905.2.6.1, FLORIDA BUILDING I I L= 11=� I I I II I -) �� Ii I I i II I I II II I CODE 7TH EDITION (2020) 11 II II I I 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 112" HIGH r��ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER C/) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c iv ° e - Z °° Cl) I• OD 6 MIL VAPOR_ o _ I — _ I = _ BARRIER I N COMP. SOIL. ° (COMPACTED TO 95% � MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SE[ FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z Cl) 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) C' �" ^' ^" (ALT: 1/2"x12" I I I CN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 �3 1/2" MIN. D `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE ___---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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND / 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. 6> °• • I If 3112"(min.)- 4" p a —31 /2"(min.)- 4" I I �1 —rIII =—�T�-- 31/2"(min)- 4" 1 I _ I � 11 31/2"(min.) - 4" T T11T111 � TT 1iT 1Tf=1Ii]fillTl-11I (2) #5 CONT. —'4„ 1 rl I-4 8 (2) #5 CONT. � 4 •j��g - U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (aD SHEARWALL f C 1 TYPICAL BEARING WALL a@ STEP rcc "SHEAR WALL" SCALE: 3/4"=V-0" coN ' 0"( Qcs' S\�os� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C ,o M�N�\3oos LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1Y-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 0, LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 'SIMPSON SP1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS iv 2x P.T.EP PLATE FIBERMESH SCREED INSTALLED BAR TYP. .T. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR 44 REINFORCING BAR ' GRADE =, �} P �' Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL V.Z coo FINISH GRADE 00 25" MIN. LAP (30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN FOR CLARITY -_ O0 — 6 MIL VAPOR BARRIER — o ° ° _ I _ = Ulm HTLEMM —11—Tf�mf N Z 1 �_� r t 1 Li 95 REINFORCING BAR #5 LAP SPLICE R 1 7/8 —� NOTE: • e *FOR BEARING WALL - r COMP. SOIL. (COMPACTED TO — ° IIII W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM = D1557) 1I1r— I I —= 11 44 FRAMEmIII-- J I I - WALL TO C.M.U. WALL CONNECTION - rD"� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 • t-1 1 1—I 1 1—I I —I ' (1) #5 REBAR w/ OPT. ' �I I �1 I �I I I I 11= I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 NCa• 1 — '—Ill a SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS . ILHI�II 111 I� r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD, 1/2" FROM SLAB 0� 9D CONT. BEAD SEALAN INTERIOR a °.. ° /2 •e -31 r a. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e OO C 111— M 6 MIL VAPOR �_— BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' T WWF OR FIBERMESH K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W C U a. 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF"� SCALE: N.T.S. �,23 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR S &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ ins" MIN 7/16" O.S.B. SHEATHING 0.s.13. Z ATTACHED PER NAILING w 0Q SCHEDULE COLUMN LOCATION j > J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM T TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN c > w/ MIN. (2) #5 VERTICALS w FILLED SOLID (SEE PLAN FOR E5 w SIZE AND REINFORCEMENT) o W Cn ,--BRICK PAVERS or B PER COMMUNITY SPECS SCALE:3/4"=V-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c = WWF OR FIBERMESH ;, E a r'tt n� --_—In (2) #5 CONT. =I I i—rl I I, I , , I �# l 11= ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH ,v E SEE A/S3/J/S6 ---` ` '-" `"�i;—'—r" 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �' SLAB STEP & RECESS 0 S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' - M 00 Z GRADE W Z�W� • Lu 00 2 • • • • Z Q LL ch Q FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CIO C-j M u �- Co a tU 0 CC < N C O 0 4. 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o rn 20 o E n Q O co g 8 N r # 0 � � c. � M C) ' � d Y JWLL Zags Z t N 10 N CD LL O -j W °Wtn Z N M6jZO' W Na OLLO V U U) Z ❑❑❑ z N M oC, z � Q o Q � 13 M N z Cz c� o a--+ N U 0 w s N Y C)c t � J E �s 1 U o • c U) 0 N v �Q o CID w M M w Z wo >� QE Q EQz oLL Z® °� a` °z C @ CV i wz o o aro ww y m� O z Z Nm a' Zo Q O ,0 2 Q J 2< a NW W _ 0� J C:) za o3 .2 p J 'LO O ai rn cu m 0 L. T T— �\ Cr �1 r^ U v, o (� � O h 00 cV 0 6 LO T CN d T N ai m CV T 04 o Z Z y E T ca c a U Q p JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. S3 (MONO) - L'I It I A- L_. 1 I II �Iwi t 3 -a W I co co co v N 0 J N 421 v ar rn 0 111 I' a i d E rn N 0 `v C C J N O U 15 0 CI -2 iu -o U a'. z I Y i 0 v U J N N as S 6 a N cV 0 N c N 0 5 0 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. �S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED ,t� SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW -- 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ :: / STD, 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE CL TO DRAIN EXTERIOR WALL CLEAN —OUT q WALL SCALE: N.T.S. S4 _ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD ! \�J —DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED . COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B MAIN SPAN UPLIFTRUSS FTCONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d g" STD. 90'HOOK 8„ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. BLOCKING (TYP.) Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ROOF TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q cc 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 IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. H ° e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. P SHED FORWARD THIS DRAWING. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 31/2"- S�cM4A�'�� 2xCRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90o HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING z: TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. /GARAGE 48, SPLICE STAGGERED / DOOR ' J-BOLT TRACK BRACKET vvvri rn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op00 SIMPSON HTT4 TYP. FN�NG U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON A I /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 u TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 10d @ 8" O/C 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 SIMPSON C SIMPSON SP4 SP2 ( P.T. ATE SIMPSON SP4 —, \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 iff TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W U v ? a "' 2x TOP PLATE /V 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL(j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565#SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" aOXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o N - I o BEYOND. o PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. -a f O N ch n (1 N Q f.' a Ca �7 - r; (4 1�1<41 (u s � 4 � ^ Q t- ,tw�r,00 C U L > t1 .0 W f �K7NV \ •; , • • 2 ,. V rp1 w. S1O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a o E co r p ch co t- i! 0 � �ic�co N c" d ... U) W 0 e- u_ L_ D on 0 J K @cam Zo rn Z o m o All W UO) d a < = N Z x rn O C) Z 0 ❑❑❑ W z �0 N Z n Q a. r M N z - CD (t3 w O w o Cn C cn U E 0''.... c 69 S �0 o w M M ¢ o Z < ca. E E OV wz as �® oa (O g0 UO O � z o o CV It �� 'o o Qo < ww w N C ^ OY U ym s mp OI'1 Z z Q W 1Z _j w . a 0 Z o a W U �� ap r z Fa 00 <a oI= �o CID 7 zIa a OU 3 N O J > Ln O d) m ca c� r i V Y U) 4-+ m a-+ U co 04 '0 O Cfl 04 N L0 T Q T N ai m N T iri 04 o Z z - E r N c 1 E U _j Q p JOB NO : 22-02361 SCALE : AS NOTED SHEET NO. S4 -----1 L __ I 3 W I i m cD c N 0 J N C) 0 Cr 0 3 a N O d E r° N E 0 J d t� U 0 CL N U O i z Cn I Y 0 •U J N N N N 5i 0 0 a. 0 fV N CV 0 0 s 2 m 0 SIMPSON HGAMI( W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-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 I 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 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 NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" 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 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. I I INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION coSCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES ;0 ;0 2"x4" CROSS BRACE -2x4 RAT RUN BRACINGlj� R DG OFASTENOD AT AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) 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 NETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY PROVIDE 1/4" DIA x 7" LAG SCREWS OR EQUAL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR ,,,,zrCONNECTION 2) ALL NAILS PE , OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL' BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING} SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" -1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S 9 ADDITIONAL INFORMATION. S5 SCALE: N.T.S. S5 SCALE: N.T.S. 55 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �.,.......,--- - 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-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" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE'ILI' 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 SIMPSON SP2 w/ (12)1Od - 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J 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. S5 SCALE: N.T.S. 15 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4' 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 az BRACING w/ (3)1 Od x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4!'x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 qL CORNER JACK U W z O U HIP FRAMING REFERENCE PLAN qqi III i a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 i3 J r� Lo Q U Cl N W a. ? 0 - s E c i U'✓ -t� co - "a .y. olt�ltru. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. th 10 1-' of IDr Q O M N r# O N J N 0 m J lL QoaODON atLL a 0 tn��a � w a a M o Y 11 U a yu W 0 zW m - _ 0 ICON _ lY '� c� co O J V) a Z LLW N co z x Lo O U = OU 0 W ❑ El ID 0 z N 0 z a � Q a � o +-J u, � i1Jcc u 0 w g Ln N a.. U � - E $ 19 U o C (n Q N �� C C.0 w M p , Z 4 ri J U- Q E z o � Za a r _® °a (4 1— <o XU Up 0U ° d- °` z O E o � p gQ aZ � J <o m� n7 Cn C o a U �m ° a Z F z -i < ° Qz i Z W to ° aa;a J o (D - a O° zl< N CO U ) O rn m m 0 ^' L r co C v J _O �S / � � 0 CO N O O No LO T Q N T m w N � r - ri N o Z z E r `m ITS E 0 c a U JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. S5 I I LLI N!" 11! III I'I1 -- I11tl I II''�_ _ 11111 P1tiq•®IPq I vi IIII I' 111, 1 111 1 I_ I -- - I L — I I FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION —SCHEDULE - (RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL n Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO UJ 16" O.C. 2X S.P.F. STUDS o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU4L AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN p1. OR FELT I PAPER FOR MOISTURE JBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLANAli SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY Cd fV 'a e . I1=1 I =�1=I I I A4. T I-1J—LII=I II IIII }� a a 6x6 W1.4xW1.4 �I I� L—) I —I ( I b ° WWF OR FIBERMESH 'III —III —I I f III a� ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 .irir r I rr;T111,�i;r I rir—ri IIL�IIII 1�11 III STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" T-8" TYP 2—STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL ------- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T' CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' O° SEE FRAMING WEEP SCREED o z r r � PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF 1 1 NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" DETAIL FLOOR TRUSSro_"� SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH y _ ° a --6r d_ �_;�T —. a. ee.— a--.-.,�--_-- I— III. • �..' ...0 atw .'� ° I III I C I I I C #5 CONT. ON 3" 8" 8' l CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB �I EXPOSURE 1 k, x II SHEATHING x—� PROVIDE II BLOCKING AS REQUIRED PED w 0 SECTION X-X IFri II Lu LU NOT FULL HEIGHT SHEE II Q U) Z II II 11- � (, FLOOR SYST M (2)- 2x TOP PLATE i � BEYOND I F T � II SB F II EXPO15132" UR EXPOSUREI Lu SHEATHING IIII II I SOLID 2x IIIIII II II II I ING ALL G SHEATHING 0 EDGES(SEESECTION OPENINGIL _J1 X-X xAL II �WIIIIF xF 2x STUDS WBEYOND.yII I III II II I�)l SEE PLAN o I 11 II I III II II I O Li ill _ 11 1 -11 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". 0 ? (Z 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 u. _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i ALL VERTICAL JOINTS & NAIL @ 4" O.C. OSTAGGER w/ 8d COMMON NAIL Lu w LL r 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F } pw w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a ¢�OOCn (n ~ Co LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N w 0 LL O MEMBER IF GABLE END LL ( LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE Zx RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3!4'1/2" S 1/2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w! 7/11" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vcamcci SECTION X-X S�cF � Ow N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) �FNr.R/OR C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 • INTERIOR- HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH C A. a.. ° r . a. 4. -III_III—III II I�IIIII1IIIIIIIII :a '�I,IIII III=III=- (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) 2) (1) 2 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 o V S6 ti O c N X s" c. 0- N L a C: c y Q1 - N rz rcJ N � r C` N O 0 a G U 6 w .. t.q C`4 1•.` • I#111t1s1�'''��:a 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 a �Eco � O M I—:! N O N ! J N o N. (0J u_ 0 c'n��ZR U- uu a- a M a �Mw LL Y c:u-u- CL Z z W t �� -' rm NI. mIL O J W02"O' :3'� ¢ co < ZLO LO No Ja M Z N 00 W ❑❑❑ Z N M z �_ g z Q U) Up)J zIII CD 2 _ w C) V 0 _ M. Ul w o c y 's U a LU m r U 'o H°' c U)Tv Q 0 • fQ CV Of o CID w M M z - o z z 2 � � ce E 0 o >� ® owoa¢z ca d <o x U s Uoa0�zw�014 UF— CE O QZ�M wO rn C N2 Ozr z Q OzzUZ a a 3 � � w W w 0 aLL a¢ � CD CID �O �t 05a1 � 3 >� ui m cm 2 c9 L T— M M' QCrY /1 _o m I— }+ a.a co -0 CO .. N N L0 r Q t-- N ai m w T N N 0 Z E T N c a U _j N Q pv JOB NO : 22-02361 SCALE : AS NOTED SHEET NO. S6 (MONO) l ii I� � �.n�l n�l■e��'�t��nnlnrtn I I t � __ i! 111 � �� - - I --� � - I _ nf'I 1' I 3 W I to i m co v 39 c0 N O N v Co 0 3 Q N N E 0 x C a� O U E c U L) U 0 i U i I Y i 0 •U J ti N N 0 0 0 CL C'4 0 N N 0 Ln Q m a� 0 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D /-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE:' = 1'-0" NOTE: 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 ov / - 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 DR FT S 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" FLOOR JOIST SYP 2x8 SYP SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT 1 BEARS IN WALL l _--2xl2 SYP BEARS IN WALL I '--2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP IMSONAND NAILED TO FLOOR WITH GLUE (S4) 10d x 1n1/2S NAILS / AT STRINGER CONTACT POINTS F Z,/" i / \ / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT 4�STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND 7-7 NAILED TO STRINGER 2x4 BEHIND RISER �, BLOCKING FOR ,,-1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP,,,\-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / _ --2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C 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/ 1" X NAILED TO STRINGER 21" TAPCONS @ MAX. 32" O.C. \ / \ / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING _ \ / \ / / G.1 TOP OF ' STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ 2x8 SYP DRYWALL STOP ' MUST NOT TOUCH ' 2x SYP CUT TO FIT I STRINGERS G BEARS IN WALL 2x12 SYP BE I I I4 SIMPSON A35 \ IN WALL I 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP / \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL TOEE4� 2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0' --STRINGER 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT- STRINGER CONTACT POINTS SCALE: 1" = 1'-0" f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER ,�. ,KOR DRYWALL SPACING SECTION VIEW "Ell SCALE: 1" = 1'-0" E SECTION VIEW SCALE:" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C —� NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT, V / I 7 (2) LAYER q" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR 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 BI/ 2X STRINGER OCKING PSON MTSJ2 w/ ' 10d x 1 1/2"NAILS \ D OR 2X BLOCKING tD RISC VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" co N ° C> N N C..r Zy L =3 a C: N J (D c? -0 C6 U O >Q_ ®W r.- r. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 10 co E .4 O Cm 8 N r it N 6 m LL V - 0 900°°0nu_w ij Q g: LLCL N U _ Q. o z L v � % CNj dO U ¢) co No a LLWZ 'n z—U� O Nr,, Qx O C)QZ U � N N Z N Cl) o$ z N z o Q a N N z C7 0 �--' U, LU O w s C �N U o ® — U 'o as ° c N �Q CD m M M � � Z G --I n. E O �o wz E > oa ca U '0 x U 00 Q U z C> L ar ao Qp ra -Z rr � 4% co mf 10 ZE z N v� W C) J m <w Zz co d6 � Fb of gU a �w WwO U op C:)waz XI3 ¢_ v a > IUD ai rn m 0 L, T :3 �T} T T (^ U 0 CO '0 C) (U C14 N ei L r Q r N ui m CV r N o z Z y T c a U Q p ) JOB NO : 22-02361 SCALE: AS NOTED SHEET NO. ST 1 I A I_ 1' 11 U IIL I 11 1' 11 1 3 W I M cD M M co c rn• 0 J co N 01 O O 2 (71 3 a N i d E E O 41, c co ta= .t E .o i U :a z CIOI Y i 0 0 O J L� 0 M a' 0 O a.. N N M 0 z O W d 0 N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 3-1/4" LONG X 3/16"O 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS C FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2Xg BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1l2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2} ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 D TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8' O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K. 1f 2'-0' SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16 OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 D114GONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (T1'P5 STD. 90' HOOK (l +5A FIRST 2 COURSEll NOTCH WEB AT 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 110 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MI LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS LFILLED CELL PER FOUNDATION PLAN IR YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW / #5 REBAR (TYP,) ��• 1� 1� 1� 1� �STD. 90- HOOK (TYP.) 1� SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —J—� j ALUM FASCIA PER PLAN 1 I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW I Y I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) /1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: / - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN / - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE / SF01 STRUCTURAL SOFFIT SCALE: 3/4" = 1'-0" ( )FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER / THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2 X 4 #2 SYP SCAB TO SIDE OF 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" xOVF/,�j�a* * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" e X . t. p A p p Dp A — 6 _ GRADE e o ° 04 p M - z T 0p. ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of Jn SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" + �FNG + TN + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL— SCHED. (2)1Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF !ZHFFT fly Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ Cr z O Cn a 2 U_ O LU f— U CO FIRST COURSE 4*� 41# 4(# 4f#� 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD Lq ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST WI FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° °'' �a. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 11-011 51-011 ISH .1. .. ,� Y ° #5 BAR s' ' ►.. iD > 1011, • P ° 4 CENTERED W/ g ' 6 .:' ° • . �► IN TOP CD I a •• .� KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING f .e e ° SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL DIRT ? Z °• ° STANDARD CD q 90' HOOK N #5 BAR IN FILLED CELL f�• \��s• � ��• � ♦��s ifs• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL /•t% LLG..CI 1•i 11r%Lt11 14 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 'd > `` X N Lo U N O a UJ t e. , �J� A /V cVCD i 61 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. 10 _. H ofco � a O CM 8 N r-* O N .J 0 ��,- w a ° Y a �Mv a Lu 3 jLLLL O o O �.@Nm ix OIL � m W in2°r'� Z co N o J a 0 u� F, Z rn p z N 00 U 0 M � Z ry 0 z zwiimw (D a tjcl- N z O o � O w S V) C y � � CO LU E sd c % a -O o CID w M CM z o Z Z 4 E E �o �z oC, > _® oa 'T 6 VO 2 41 U8 �Z O E aN w pt � ¢Z. mo N Cy Oz '<w z co v m < ° �z �Z W o w Flo mi O to za I d� o3 r� > Ln J O qt a� rn c� Q) r Q r C V'^ T n v) O \i CN CU N r T Q r M m w C) T 0 Z Z 0 E T cc a E 0 � Q o c JOB NO : 22-02361 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 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 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH V, IT[ is 1 1 [ 14 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATEA I., CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --- /—WOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4„ V-4„ EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N T PORCH SILLrl 5 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 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 2X4 CONT. ATCONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP !2 a - W - 4„ z F PORCH SLAB SEE a N FOUNDATION PLAN W U) z �H� -::Lz W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE RHEOOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. �= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z o Q w J W W W I� WOOD POST. SEE FLR CONNECTION PLAN FOR SIZE & BASE SEE —� PLAN EXTEND SLAB 11/2„ - (2) #5's CONT. T&B w/ 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" --HIP GRADE G.T • r V-4" ENTRY PORCH SILL 2 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 1 I w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 REQ'D @ MID SPAN MAX 6-8" CORNER FILLED I 1 1 MAX 3 SOLID. SEE ELEV. 1 1 1 1 11 j �1 1 1 1 1 1 1 ' 1 COURSE FOR BASE SIZE (3) #5's EA. WAY I j I 1 SLABPORCH SLAB SEELEVELFOUNDATION PLAN2#5'CONTT&B z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4J • MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEP ALONG w/ PITCHING SLAB MORE INFO EXCEEDS TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFt TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" -----------I SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE I I I I I I ROOF PLAN FOR MORE I INFO I I I SEE FLOOR PLAN FOR I I I I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE CONNECTION INFO --- --- REQ'D ONLY WHEN ---- J 7/16" OSB FLITCH PLATE I I I L-- — ----J L--- SEE FLOOR PLAN FOR — ----_ INDICATED ON BM. SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR -z z 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 aC� 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) A A SEE PLAN FOR TOP OF REAM i I I SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. 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. WALLr7 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" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ / OP WALL - EE PLAN Y2' CDX PLYWOOD OR Y/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES - 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 5x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2 r e J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6 EMBEDMENT 24" STEPS -- --— ----- SEE PLAN FOR OPT. / -� - - ° --' - STAIR INFO. IF "< e < / CONCRETE STAIRS Q FORMED &POURED MAIN HOUSE SLAB W/ (1) #5 EACH STEP d.4 41 e: a (2) #5's CONT. T&B e wl #3 STIRRUPS AT a . ; el 4'-0" WHEN DEPTH - 4 EXCEEDS 30„ a e < .e. 4, 1 GARAGE OR "' Z r� a .a.. 8 LOWER SLAB SEE PLAN V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. 11 ♦'� N c_.► N 'c i i , .;:_ N N N _ CV 6 Q C' UA to F - To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W aE a o 0 c # 8 N Op O N ii J N 0 m— J W O S 00 m # LL W tli r,� ° W o. rn LL N0 a Q JiudL� 0 Z m c 6 L ° o O I- w W �2rnrn a ¢ d IL Z N CO Z N O LL Z 0.V U � y W ❑ ❑ ❑ Z N o z o cc U o CD +� 0 cn c Y �N U E 0 $ ®� U o N � Q `C p m S m o Mw w z M o C E 0 -2 -2 <� Z® ow a� E U a o tf° to K az�z Q a Zcj C) L ao �w @ Q Z m o Cx _ 0 �� O[ Z >� z m a`i 3 Q 8 ' 5 8 rn w W 1= Jz =3 miCD w 1. �o 0 � zIa 3 �O 0 = > Lo O 6 °' m L T CrCD T L.L m V /4-1 .111 M N O N L0 T Q N ai m C\V 3 r CV o z z E r y a E U Q p JOB NO: 22-02361 SCALE: AS NOTED SHEET NO. D 1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 6 w/ SP4 10d NAILS BENT OVER TOP SIMPSON( ) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) I TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @ 24 O.C. EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE � 1. APPLY SUB FLOOR + 3 2x #SPF ( ) (2) - 2x SPF TOP PLATE 2 10d TOENAILS AT EA. () INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ 2 12d TOENAILS. DETAILS STUDS w/ 10d @ ( ) 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •; SURFACE OA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE 1 1/2" CLIP IS TO BE I SEE PLAN . OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF J :°• CORRECT BLOCKING w/ 3 12d EA. END () :; : HEADER SEE Q/S4 FOR REQ'D JAMB ---------------------------------------------- . , G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD '� BLOCKING =/ WALL 2x CRIPPLE AT EA. END OF OPENING w/ 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") -= ' J FLOOR TRUSS/ TO STUN ABOVE AT NAILED TO STUD TO STUDS ABOVE PLATE °' '°' ON FLOOR SYSTEM TO MASONRY WALL • BELOW. IF WOOD WALL IS BELOW USE (2) VERIFY W/ PLAN „ 8d NAILS @ 3 O.C. WALL SHEATHING JOIST SEE PLAN ,, ! - (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 I-JOIST SEE PLAN TIE BEAM PACK w/10d NA ILS FLOOR DECK @ 8"o.c. SIMPSON MSTA36 STRAPS 10d ; FLOOR TRUSS/ I -JOIST SEE PLAN w/ (26) TO RIM BOARD j & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. , O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN.__@ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 JAMB STUD NOTCHED AT HEADER LOCATION (2) OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �- : SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE ---------- HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. NAILS TO STUDS BELOW. D SIMPSON SP1 w/ (10) 10d NAILS O HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILIN G AREA TYP. (TYP.) G 2x HEADER 2 � MIN 3 2x #2 SPF STUDS 1 x P 2 SILL LATE W/ 2 12dTOENAILS. O O SEE PLAN FOR COL. SIZE � � � CONNECTION —�-�— SEE PLAN S ' � �, E 5/8 A.B. 24 O.C. AND 6 FROM O @ EACH END W/ 7 EMBEDMENT. IF AT STEP DOWN LOCATION MIN 7 „ PFI T EMBEDMENT PAS STEP. END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO EXTERIOR HEADER S (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2 2x O L PLATE / S L w/ SIMPSON LS30 w 6 IMP 2 SIMPSON MST37 ( ) STRAPS w/ (42) 16d NAILS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 1 NAI AT 2d LS 6O L2xSS SYSTEM ORE PLATE 2x CRIPPLES @ 16" O.C. „FLOOR 10d x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B �\ SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 2 x #2 ,�— 1 1/2" (USE SP8 FOR 2x8 O moBH C O C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL 24" O.C. SYP U.N.O. ) @ EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR 2 x CONT. T & B—� AND MULTIPLE STUD PACKS PACK W/ 10d NAILS 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2x4#2SPFSTUDS B INTERIOR HEADER TYPI AL BL K WALL C OC PLYWOOD ATTACHED PER AIL NG SCHEDULE NAILING : - -- -- SIMPSON HTT4 w/ (18) r G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER E F SEE PLAN TYP F EXTERIOR HEADERS 1 2x SILL PLATE W/ (2) 12d TOENAILS. () SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE F D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE 10d NAILS & (4) 1/4"x2 1/4" TAPCONS NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (6) x PROVIDE BLOCKING w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS, TOP AND SIMPSON SP1 ( 10d — - NAILS AT BASE w/ 10) NOT REQ'D TO HAVE CONNECTIONS. • ; *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN �� TO ANY GIRDER TRUSS IN THIS �— �� SITUATION. CONNECT G.T. TO 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. RED. 2x CRIPPLES TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE ONLY. HEADER CONN. a@ 2nd FLOOR STUDS BELOW (24)10dx11/2"NAILS AT TOP AND TO HEADER 5 FOR EXTERIOR 2 STORY WALLS SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 BOTTOM IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. X LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. X ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/ -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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN 3 2x #2 SPF STUDS END OF HEADER () @ FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C -- 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �A82x�rOA 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS 6 SILL PLATE w/ SIMPSON LS30 w/ () ' END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHORr8 IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE OPENING PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'' W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK Ix FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. • ,'y- AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a� 2nd FLOOR HEADER CONN. @a 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 70 N -; a Co s~ o co N N d N V) (V a; _ W �" r %N � F- • ,� ,ter but PLOv 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. U F° of �� Q O M 1 N r# U C-,N W J N cooC m LL V LL W o a N.4 NMO r`aY -4 rri rn LL LL a U sm, o _Z t.. ''• O W O2' O J a W 65 c�z a ¢ a Z LL N �z �rnp Z O U U W ❑❑❑ Z N M og Z N z o � � a N N z J a- w C O l!1 r_ %ten U L IJ J m o II S « U N U 'o Q r, o Co Z M M ¢ Z E U_ E E d z o OF 11 > <a Z® o a CO �o 000 Z o F CV ¢¢ ao wo ° ozz w w it as mE r 0 z W o< wp go a � a� w= 3 o Oco a� 10 �O 0 = > L0 m (D T T =3 T �1 Q T o U)Y Cfl � O � M N No Ln T N T ai m C\V T v; N o Z Z E T c a 0 _j Q Q JOB NO : 22-02361 SCALE : AS NOTED SHEET NO. D2 0 w I co n i m 0 iT N O O cp N 0 v Co rn 3 Q N N CL a C / aU'i LZ O O v 0 a / U :a a L y I i O U J L� N 0 N S 0 N 0 N N S Q m v Cn FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER BARRIER E r-11 i ! I WOOD FRAME CONSTR. \, W TAPE % EXTERIOR SELF -ADHERED FLASHIK a SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDOW) z HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather 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 S DO NOI BOTTOI FLANGt SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING I (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER O DOOR ROUGH OPENING 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 - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING 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 SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, _LL=_= z i-,-- _� 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 RIM JOIST 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 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER LIM Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING i t f h d i hi f shin le-ason or n accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) 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 SELF -ADHERED FLASHING, ` �`° (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall 61 11 finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings > 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration g manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 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. INSIDE CORNER 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. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING APPROVED HOUSEWRAP PATCH Sheathing STRUCTALATH TWIN TRACK 2.5 Stucco 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME ° ° ° ° ° APPROVED FLASHING TAPE d ° DOUBLE '4g ° ° "V SEALANT SOCKET WITH JOIST°4TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED FLASHINGFoundation Wall ° SELF -ADHERED FLAS1 ° a 2 3" MIN " SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING 20 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING i FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER SELF -ADHERED FLASHING 2xFRAMEWALL - - - - - - V III STRIP OF SAF LEGEND PRODUCTSDETAILS TILE FINISH r SELF ADHERED FLASHING (SAF) H I DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Q V I BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO � SELFFU BOND BREAK (SF)LARRESISTANrBARRIER- 1 /2" DUROCK I BOND BREAK WRB SELF FURRING (SF) LATH ti�M PER THE FBC RESIDENTIAL 7TH EDITION (2020) a / I ( PLASTER ACCESSORY (- SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS \\S\\\\\ 1'4' PER PLAN Detail Instructions 1'-0" PER PLAN WRAP DP WRB ONTO Refer to the number marked as ## in each detail that corresponds to the / I THE VERTICAL p I SURFACE TO TOP OF numbered items in the list of Instructions below: ( I it ( FL NGE R ER SANAIR 1. Install self -adhered flashing in order as shown by numbers 8"CMU SF ��PE_._ 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding s 4"OR8"CMU la ----------------- p (PER SEAT DEPTH) H ° �------------------ 3. Self -adhered flashing can be substituted for building paper z z - - V x I z STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT l 8 11STRUCTURAL SHEATHING embedded in the adhesive layer) - for ease of installation and to W Lu PLASTER STOP THIS GAP IS A RESULT OF minimize scoring cuts k__4 C a NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and = C - - - - - - - - - DO NOT SEAL. ° CONTINUOUSBACKER -- ---- ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" Lu U ROD &SEALANT DRIP SCREED PLASTICIMinimum) SLOPED MUD BED_ ° _LU ACCESSORY ► I BOND BREAK WRB 6. Fold as shown by arrows lI ~ i SF LATH w w 7. Angle of corner may vary, ry, adjust foldingof the flashingaccordingly to n �N O fit tight to corner VINYL SHOWER PAN H ° � A 8. Mechanically fasten as necessary ° ________= SLOPE ° - ► ill I ° ° 1 I ------------- ° - - PLASTER STOP l A 4 CONTINUOUS BACKER ROD TI NT a A CEMENTITIOUS FINISH SHOWER SEAT 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) LASHING SELF -ADHERED FLASHING F 1 a 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N C SZ, r.% N y '� I� 5 N sv_ ._ < L� Ct LL tG CZ C - w. 77 ;' _ W cU - LIJ fV CV O N CV N N O 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. L0 W F a v E oa N N O7 C !2_J �N_ G ��00 N # LL W 0)a��a N W a My a I.,a cca 3 Z2 O - Z 1% L IO �� °�o� U) cj ¢ m¢ Z 00 CJa0 M Z <D Q Z N OLLW U v�ti W ❑ El Z N M o Z z � � Q Q J - r un N z CD o ay (� w ° U Ow o0 n IN v ' Cn U w ® _ F i �0 c N � Q N s�o co co w coz0 , Z < a E 0 E �o o w`z M > ¢� Z® Oa V C <o x¢D° 0¢ 0 CV = oi <o wwZ � nS C Fz =x U "m m 0 Z OZ 'a Z 4J J a w z c) N � o� ° U i 2w a w W () �o �= O (D d r z'R o 3 NO � 'U') O N 0 L T c C M -0 N O N L0 Q r N E N o @ r N N z Z E T- w c IL () � a o � JOB NO: 22-02361 SCALE : AS NOTED SHEET NO, WP1 I . 1 II 1 1 1 1 II1 'I_ _' _ I _ '_- 111 II ! mil --I---- - --- - -11 1 _- I - - - - of 1.. HURR/CANE Mounting Brackets (10 Gauge! +V2'x4-1,2'x2-12" lit Back CrOSS Support (Maybe cut tits W) See Anchor Schedule / Right Bracket (16 Gauge) 1 /2" Dia. A325 Ga (Typ•) ii 14 Self -drilling SCn?vy5 1 a3is� • A/C Unit Bottom Edge Hurricane Strap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) n 14 Self-Drfling Strews Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical-, 3 each side for hurricane use) IN dic or.tal.Lraun rnatrlrazluu a- pig .W wsuh -6 Ki-crec An Sncic- iteYut Sd D°"ri°E asicall a upon taytim p 6ae win •pptpr► Florida Department of Business & Professional Regulation Building Codes and Stand irds Product Approval Application Detail Pyeidl 1211 N2021 93g4 -.. - _ - -_ - - - _ _ - L01aE9. 20 242 Dow la"ro limit MW von" Mamfaauror f�tlact, [ndneer8ldcma& Validated mitt y9&SI� Ad FBCAroroYal Apple staim Affirmation 2020 Smart Vent Product., Inc. Michael Graham Hermes F, Naero P.E L.R. Barden P.E. 12/18/2020 12/102020 12282020 Approved cacegan: Structural Components (677)4475368 PE73r,6 (334)3OD-1600 "CateOary'• Products Introduced as a Result of infoasmart"r t.com Haw Tedir-ran Cornella mFloari LRieeposfrd Florida ResaeehdoPdrchvpelulaaoa da Praessiwas Engineer Quality Assurance AOerowedfMUae A000ved for Use tit Doslari Bea# Product MaW.Mmhr rNameProduct Cmb.d Elauggin Data )gam assistant Paa8ms 1 &mrtVxmt Model #1540510 Dual Funcbm Flood �lid Venaelien Vent 12r3111023 Yee Yes NIA i=loo 2 smertVeM IA0d.1 #1540511 Duel Funetim Flood end VenasUon Verrf 12r372023 Yes Yea NIA •100F100 3 r3martVent Model a 540-520 hlsulatod Flood Vent 121M 23 Yes Yes WA *1III DO 4 SmariVert Model 41540:521 InsWaled Flood Vent 121312023 Yes Yes NJA e100F Jon 5 3martVmt Model #1540-524 16aqud; Garage 0on Flood VeM 12/312023 Yes Yes NIA NIA 6 SnbRVeM 1Aodel#1140170 Wood Wdl InNilated Flood Vent 1201/2023 Yes Yes N/A .100F1D0 arre., Model a, 540 V4 14.5&qud: Garage Door Flood Vent 12A12023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pane 1 of 1 M4J2021 926 frim of V fit! M Date P nckic 21B 1X0 VatalGu 11-faewr.r ContedErhdnar a cline. Validated sy YaL9tlSu bmitted mitted ) Apaa1233 !Satin R-,j- 2020 Drexel Metals. Inc Jason Shumate Zachary R. Priest Lode. Sold. P.E. 08MG2020 0MSM20 OWW020 / all 32020 Approved Category: Racing (502) 303-1511 PE-74021 (3341 3001a30 auloCategory: Metal Racing I'trimatemerexmill.rot Compesnes Method: Evaluatlon Repoli ham a Florida Risoslered Arc Red or a Licensed Florida Professional Engineer FLa12678die Radxts QualtrAssrance Aoorovad to Um Approved fro UN Impact Dedon aw Product ModN. Nwtl»i or Name Product Description CorlVaot IStptraelal Rafe In WHIZ outawe NVF2 ii45s1 BSt tR�fifa[e 1 Orexel Motel tooling Systems ONO 100NE, DMC 1506S, OMC 175S, CIVIC 2008, IW312025 Yes No N/A Wr-tao ONO av Florida Department of Business& Professional Regulation Page 2of4 Building Codes and Standards 252022 Product Approval Application Detall .,. y'. � �"' �S��i `3 G �-��¢',`,iL1S'u'1: 1�.-:4��'-=Y,F -.�. ."-�i�i. ,��"�„'H� � •. ��Y S�Li?Xi�,.4`h'3 ��,.rJ� . a�Yr/�` u�^a'�� n�' ScQSC Entilver Date Perndina LW Version Manufacturer Contact Engineer &Lwenee Valwaled By Validated Sulam bad F'BC Approval Approved status Revsw 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King P.E 04/15f2021 12131 r202O 0422/2021 08r0&2021 Approved Category: Exterior Doors (8W) B43-7628 PE-434M (613) 767-6555 SulbCategoly: Swinging Exterior Don Assemblies sjasperwrx@thermatru.co Com pllance Method! Evaluation Report from a m Florida Registered Architect are Licensed Florida Professional Engineer ELX234694t5 Products 15111111 P pduet Motley. Number or Name QuaIIN Assurance Product DessonytionConhaet E ml atian Aporoyed for Use Approved Date In HVHZ Outside for Ufa HVHZ ,(mplact Resistant Design Pressure 1 a Themla-Tru Flher-Ciasalc and Smooth -Star Nominal 6'8 &quotlmpact" Opaque 12/312022 No Yea Yes WA Composite Edge Fiteu'glus; Sngie Door (InSWng/DutsWng; X configuration) 2 In. Theme-Tru Fiber -Classic and smooth -Star Nominal 6&AI &quotlmpact&quat; Opaque 12/31/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with 8idelice(6) (IneyArg/Outewug; XO: QXor OXO configurations) 3 c. Therms-Tru Fiber-Gassicand Smooth -Star Nominal 68439,88quatlrmpact&got. Opaque 12J31/2022 No Y- Yes NIA Compete Edge Fiberglass Double Door With or Without Sklelites (Insiiing/Out wing: )Xa OXXO confgurations) 4 d. Therm-Tru Fiber -Classic and Smooth -Scar Nominal 8&f139;0 8,quotlrrypact8gimt Opaque 12Y3112022 No Yes Yes WA F' s S Composite Edge IXcont Single Door (InsWngfOutswing X mntigurationj 5 e. Theme-Tru Ftber-Classic and Smooth -Star Nominal 6&t09,0 &quotlmpaCt&gUot Opaque 12r3l/= No Yes Yes WA Composite Edge Fiberglass Single, Door with sawse(s) (I nsWrg/Outsvl ng: XO, OX or OXO eonfgurafons) 6 f, Therma-Tru Fber-Classic and Smooth -Star Nominal 6'0 "lmpact8.quot Opaque IVW2022 No Yes Yes NA Composite Edge Fiberglass Double Door with or without SeelRes (Insvlrg/OutiI XX o OXXO configurations) 7 g Themrs-Tru Fiber -Classic and Smooth -Star Nominal 611 178 &quotlmpactiSquot Glazed 121312022 No Yes Yes WA Composite Edge Fiberglass Single Door iniewng/Out-9, X cmfiguratian) 8 h. Thernw- F u Fiber -Classic and Smooth -Star Nominal 6&0398 del-tlmpact&quot Glazed 12/3l/2022 No Yes Yes WA CompositeEdge Fiberglass Single Door with Sdel Re(s) (Inswfng/Oulsxing; XO, QXa OXO configurations) 9 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 6i3uI &quotlmpact8quot Glazed 12/3112022 No Yes Yes WA Composite Edge Fiberglass Double Door wth or without Sidelites Outemir In min : XX a OXXO ( tgl 9 configurations) 10 J. Therma-Tru Fiber -Classic arc Smooth -Star Nominal.8'0 &quotlmpactsiquot Glazed 12r31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door (I naWrWOutswing; X configuration) 11 K Therms-Tru Fiber -Classic and Srnootha^tar Nominal 8&A-ig:O &quotl mpact&quot, Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sdelte(s) pnswhg/O4swrg; XO, OXor OXO configurations) 12 1. Thermo-Tru Fiber -Classic and Smoot -Star Nominal 88#390 8d(uotlmpact&gwt, Glued 1213ll= No Yes Yes NfA Composite Edge Fiberglass Double Door wth or Without Sideides QniewnglOutswing; XX or OXXO configurations) 13 m. Themla-Tru Fiber -Classy and Smooth -Star Nominal 6&#30,8 8,quotImpact" Glazed Molded 12/3 V2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door 0rawrp/Outswing, Xcvnfigurabon) 14 n Thema Tru Fber.ClesWc and SnWh.Star Nominal 6110398 &quof ImPactQuot Glazed Molded 12f312 4o Ye Yes WA Open Composite Edge Fiberglass Single Door Wth Glazed Molded Open Sidelfte(s) (IneWrg/OutsWng, XO. OX a OXO configurations) 15 0. Therm I Flber.Classic and Smooth -Star Nominal 6&039;8 &quotimpact&gwot, Glazed Molded 12f3l/2022 No Yes Yes WA Open Composite Edge Fiberglass Double Door veth or without Glazed Molded Open Sidelitee, (In-rlgniatswing; XXor OXXO oomtigurst-) 16 p. Thenrn-7ru Fiber-Ctasaic and Smooth -Say Nominal 8&JI &quotlnpact8quot; Opaque 12Y3ll= No Yes Yes WA Composite Edge Flbergess Single Door with Molded Open Sidellte(s) (I nlminglOutseang: XO, OX or OXO confguratons) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'8 &quotimpact" Opaque 12131/2022 No Yes Yes NIA m Coposite Edge Fiberglass Double Door wth or without Glazed Molded Open Sidelites mil (InsiWng/CutavAng; XX or OXXO mntigurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 Im2021 SmOn EnIft or 2" 212 Data Prrd- ma Mud! Version Manufacturer contact 9lgehea&Lfcxua "IdamBy Validated atimted FlIC Approval Ibaoved ataaa RCwelon 2D20 PGTIndustries Jens Rosa.0A Mead -Dade BCCO -CER M4arni-Dad. DCCO -VAL 11J19)2D20 102612020 1124tX20 Approed Category: Exterior Doors (941)486-0100 (786)315-25M 6ubcalegory: Sliding Exterior Door Assemble, Iroaoww(lpptintlustrrI consist ee Method: Crralce8on Meth or Listing aT' FLALSI-R3]iYodugts Approved for Use Mroroved for Use IniD&M Ram Sao Y Rgdiaf Modal. Water or 14ane Product Detonation Cprrtract Emiration Data �J OWtldr HVHZ $yam P,-,,( 9 600-5570 (Large Msfle Impact) Vinyl sildrig Loess Don 04/142021 Yes Yes Yet WA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) 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 Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NONAMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) F L20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30,0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL 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 10/8/2023 PGT Series 5500 F L239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 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 Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NiA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 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 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 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 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inform ation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 3 1n5M22 Coda Entity sir 1= 2ajp Oats Penicillin um IWS Version Manufacture CarlisleS Engineer& License Validated ev validated submitted FBC Approval satu Revision 2020 Therma-Tr'Corporation Steve Jasperson Lyndon F. Schmidt. P E. Ryan J King P.E. 07/23/2020 07A212020 0712WMD 10/1312020 Approved Category; Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exterbr Door Aasembies sjosperson®the'truco Compliance MMMod: Evaluation Report from a m Florida Registered Archnset or a Licensed Florida FLN2WQ-R3 Proressional Engineer Products Se # Floc uct Motley. Numlxror Name Product Dasen Orion Duality Assurance Approved for Use Approved Contract Exolratlon Date in HvHZ for tics Outside HYHZ == Res Design Prasalue 1 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal8"MS &q'-t:lmpact&quoit Opaque IM112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Outsving; X configuration) 2 In. Therma-Tru Fiber -Classic and Smooth-Staf Nominal 8'8 &quotlmpact&quet Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with SdMite(s) (Inswing/Outswmg. XO, OX or OXO configurations) 3 c. Therms-Tru Fiber-Clasvlc and Smooth -Star Nominaf 8 n,S &qucClmpact&quct Opaque 1273112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or Wthout Sdelites (Ins.MnglOukvwng; XX or OXXO configurations) 4 d. Theirma-Tru Rber.Cleaak and Smooth -Star Nominal 8'08quot;mpsct&qua; Opaque /201r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Insvdnwoutswe ;Xconfiguration) ng 5 e. Therm.-Tru Fiber-Classa and Smxoth.8Lar NomirusISA 39;0&quotlmpact&quo-Opaque 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) (Inevx"Woutswng. XO, OX or OXO configurations) 6 f Therma-Tru Fiber -rib. -and Smooth -Star Nomina 18&#39, 0 squat lmpactIlquot Opaque 12131=2 Yes Yes Yes WA Composite Edge Fiberglass Double Door %th or without Sidelites (InawirglOutsw rig, XX or OXXO configurations) T g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69939;8&quo1%lmpa(4&quoit Glazed 12J312022 Yes Yes Yes NIA Composhe Edge Fiberglass Single Door (In"ig/Outswing; Xconfguration) 6 h. Themra-Tru Fiber -Classic and SrroothStar Nominal 6&M.6 &qu Urnpact&quoit Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single D-vith adelie(s) QnsvingfOutswmg; XO, OX or OXO configurations) 9 i. Therma-Tru Fiber-CFassicand Snrooth-Saar Nominal 6'8 &quotlmpact&quo[ Glazed 12J31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door YAth or without Sdente6 (InsinvirWOutsmi ng, XX or OXXO coning uratlona) 10 j. Therms-Tru Fiber-Cleeaic and SmootMStar Nominal 8&09;08quotlmpact8.quot Glazed 12131 Q022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswn9/0ut-vn9- X oonfguration) 11 K Thermp-Tru Faber -Classic and Smooth -Star Nominal 8&039;0 &quotlmpact&quot Glazed 1213lr2022 Yes Yes Yes WA Composite. Edge Fiberglass Single Door Wth Sdelite(s) (Insvwng(Ounswing: XO, OX or OXO configurations) 12 1. Therms-Tru Fiber -Classic and Smooth -Star Nominal S&439;0 &}uoklmpact&quol; Glazed 12131C2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or wihout SxWifea (me,,ing/Out-np; )O(or OXXO core igurationg) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal (I liqucitlmpactliquot, Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &quotNorHlmpact" Sidellte(s) (I n-rg/Outewng; X0, OX or OXO configurations) 14 n. Therma-Tru Rber-Clack and Smooth -Star Nominal 69039,,8 &gUotlmpact&quat Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door vA h "N -Impact&quot', Sid.Iry s(Inswrg/Outswng; OXXO configuration) 15 o. Therma-Tru Fiber-Cla zic and Smical"tar Nominal 8&#380 &quctlmuot" Opaque 12131 f2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with "N onHImpact&quota Sidelite(s) 0nsweglOulsMirg; XO. OX or OXO configurations) 16 p. ThermFi a-Tru Fiber -Classic m anti Sroth-Star Nominal 8&aI &quotimpact&quot Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with "Non-Impact" Sideiltes(Insw ngilcutswng; OXXO configuration) 17 q. Ti,---Tn. Fiber -Classic and Snaoth-Star Nominal 6&#89,8 liqual Non-Impad&qud: Opaque 12/311= Yes Yes No WA Composite Edge Fiberglass Single Door 0 nswng/Outewng; X configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#391.8 &gc.ot.Non-Impact&quot Opaque 12/3112M Yes Yes No NIA Composite Edge Fiberglass Single Door with Sdelte(s) (InsW ngloutswing, XO, OX a OXO oonfigurabons) 19 s Therma-Tru Fiwr Classy and Smooth -Star Nominal 6'89quoLNon-Impact&quot Opaque 12J31/21W Yes Yes No WA Composite Edge Fiberglass Double Doer Wth or vAthout Sitlelite6 (In iiglrOuhiMrg:. XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic and Smooth Star Nominal 6&#390 &qual.Non-Impact&quot Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door (Ins mWOulsmi g; X configuration) 21 u. Therms-Tru Fiber -Classic and Smooth -Star Nominal 89#39:0 &quot.Non-Impact&quot Opaque 12131=22 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) (IrlswnglOut-rig. XO, OX a OXO connaura8onsl 22 v. Therms-Tru Fiber-Cleesi-el 3moo11,-Star Nami net 8&1$39;0 &quotNon-Impad" Opaque 12i'31/20W Yes Yes No N/A Composite Edge Fiberglass Double Door Win or without Sidelites anserig/Outswing: XX a OXXO configurations) 23 wTherms-Tru Fiber -Classic and Smooth -Star Nominal 8'8&quotNon Impact&quot Glazed 12131/2022 Yes Yes No NIA Composite Edge Fberglass Single Door Qnswing/Oulswng: X configuration) 24 X Themla-Tru Fiber -Classic and Smooth -Star Nominal OUN,.8 &quothlon-Impact&quok Glazed 12Y3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Scieltex(s) (InsW rig/Outswng; XO, OX or OXO .configurations) 25 y. ThermiI Fiber-OagliI Smoot -Star Nominal 8'8&quot,Non.Imp2ct&quoit Glazed IM10022 Yes Yes No WA Composite EdI Fiberglass Double Door Win or Without Swelites (IrlsMrig/Outswing; XX a OXXO configurations) 26 z. Thermo-Tru Fiber-Oassie and Smooth -Star Nominal 8&039;0 &quetNon-ImpaMBquot Glazed 12r3l=22 Yes Yes No N/A Composite Edge Flbefglass Single Door 0 nswrg/Outswina X configuration) 27 za. Therms-Tru Fiber -Classic and Smooth -Star Nominal S&#39:0 &quatNw-Impact&quoit Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglas. Sigle Door v Hh Sdel Re(s) (InswrgKXdswing; XO, OXm OXO configurations) 26 zb. Therms-Tru Fier -Classic and SnoethStar Nominal 8'0 9quotNbn-Irrpac1&quoit; Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door W Ih or wthout Sidelitea (Inswirg/OubeNing; )0( or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1rr21 _ .,-..�III ..y '�-�.• SS4t a 291 ,fig Data Pendr. gat mm version jmansutgggl(err cordad EndrwraLlmns. Validated as Validated 81111initc0d FlICAnal-I AMUVA status Rewsicn 2020 MI Wlndays and Doors Brent Slinger Luis Roberto Lomas Steven M. Unth. PE 1&08J2020 10/0620W 101192020 12115W20 Approved Category: Exterior Doors (717)385-3300 PE82514 0IT)31TA454 3uleCategory: Sidng ExW Door Assemblies bsron,prrtsyml-d.can CWVII ce Method Evaluation Repot tan a Flodde Regi rad MchiteotaeLlcensacFldstda Pier ..onel Engineer Quality Assurance Apmoved for Use Approved for Use implAt3 Design 8,pgj) Produx4 ModN. Mmor a name Product D03011 on contract lmaadon Dag In HVVHZ outside HYHZ gt,*)Mg Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 1MI2024 No Yes No NIA 145-3/48.q..100&quct: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 42CALUMINUM SGo OX. XO.XX 12/312024 No Yes No WA 96&qud;x808qud; HON-REI NFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OKO 121312024 No Yes No NJA 745-3J4&oua;x96e.qud: 4 SERIES 420ALUMMUM SOD REINFORCED SERIES 42CALUMINUMSGD REINFORCED OX 12J312024 No Yes No WA XO. XX 96e:qua.x91.&qua: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALU MINUM EGO REINFORCED XXX 121312224 No Yes Na WA l43&quot:x96&pld, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1&2D21 ...n. ._�' =s�-sk L _b.�' ...^/:"^. . Q" EotlgC.g[ )2&a Btu Data Pandrm 20 n(gtversion ftniffumEgr conia"' Engineer& License Vaulted av Validated Submitted FBC Approval lborowd , R"Gion 2020 Wayno-Oeaan, a csvisko of Overhead Door IKanish Jahn E. States Jemey P. Amason, P.E. 10/12/2020 09202020 1023)2020 12MS/2020 Approved Corporation (330)783.8121 PE-51737 (904)821-5200 Category. Exterior Dons dkomishillway-daltcn.c 6ulaCal.gory. 8- bo .1 Extrbr Door Aare mbl eir Om Carphanea M.M d: Pea im capon from a Fends Registered Architect or a Licensed Fiends FLA248-R2p Professional Engineer Products agog Podlct Modd tsanbN a Name Ousts, A,,- s Aoaevad fa Ufa RDprgvad la Usa Product Coacnenal Caend FFJmlratlon Dee In HVHZ Outside HVKZ knoset DIA, Pressure 3 6000/8100l6200 a1105 9aa3s: Max taidh. 74&#3p: Max heiphl. Glazing 12/312023 No Yes Yes -31.00F35.00 ft"01 kIn top orInMdi m-watesedan . 10 Qf8 8000A31D200#1123 le&M;Mm.IdtK14&#39:Maxheyht.Q;aing 12(31*023 N. Yes Yes �XOOF33.50 aveiabe in lop a Inlermodlide section. 11 8000161001620D#I124 4691039. Max coldth. 148a39: Max height, Glazing lV312D23 No Yes Yes +34,4006.30 available In lop ceintemieoete sedan. Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pape 1 of 1 1 fy2P21 ` code - ENRILg Dil(p am Date Policing )ffit -rxg vansion ) Carl End,,& Lleanse Validated By Vaigmffi Stasolitivil L2L&Croyal A,,r,,W III Rewsan 2020 Cones DI ia..lAADG. Inc. Tan Rartey UL LLC Troy Bret. P.E. 12M 0202a 12/O12020 12212020 ApPrued Catepay: Exterlor Doa9 1641) 4W-2613 (954)947-0880 autuZzoegory: Exrenor Door Cdnpalents tornsaavylilasseaboy.co Compliance Marriott Ce111tcali0n Mark aListing m FtAn1s37ae erpdgraa GNlnv Assurance Approved for Use Approved for use la.m � zeal p odud ModoL rwngr si Nam. P-1swet D.sawtign Daarxt Expaatlm Data In HVXZ OutsldisHy iz assists prs re n 607. 707 727. 117. ?57. 777 sing 847 Single end Pees of Flush. Glazed, and IAuvmed single and pairs of 12/312025 Yes Yes Yes N/A Doors hiller "let doers. Florida Department of Business & Professional Regulation Pala of Building Codes and Standards s 0r Product Approval Application Detail ' � .�� ,%� �.✓�� ""� � �:"� t-sc� s = �� ' 2 �� ^,`''emu �3 � �- %* Code b.#y a We Dal. Date pending Date zm valliea Manaxturar. Conrad Erlgmao & U- Validated By Validated Sppn alpgi FBC Aomgoal gpp,-g Status, Reuson 2D20 MI Window and Doors giant Sitlingd AaWcan MchitecluraI Seven M. Urich. PE 11/172020 11/172020 1127/2020 Approved Category: wridow9 (11 T)365-3300 Menufachrers Association (717)317-8454 SubCatc9gry: Single Hung osirnpu�rr4ra.corn Compliance slatlrod: Ceniteall. RAM a Living �. QuNrre Aser- Anaaved for Use AmrovnM fs, Use Imam j� ea S# ftt Model. Hustler Or H mar r Crxwad Ebaxratlo32a in hyliz Ou 611:10 Z Pt"tw Dt Preur rei 2 185 SH 52x72 FrPange Frame IGISG Shple Hung 1010OM23 No Yes No aev-60 Laminated Glass ^W W Cn -FU U O f_ O C CQ -0 O U CD Q O O O 5_O O W Cu 0 E L.L .N Cn -a^' W o ^O` CU O Z Z W J sr"J' C1_J =d cl�i O C*4 > Cv a L-max "CS 1 L -r �J / LV L a) Q T 5> N O 0 C U +� cc 70 °W a Cn E W n, W Z Cn cu cu > O L_ 0 CL Q L U O L) CID a.dad 0 LCO LU r� i a � z J Z Q J SHEET N0. PA 1.0. l I Ili It, - ,I I_ - -- I II I JI_ �'I rl I _ i r 'III' "I I I I A_ I I I I Ill lal- -- r Il i ill I Illial Florida Department of Business & Professional Regulation Pages of 9 Flondes Department of Business & Professional Regulation Page, d1 Florida Dopertment of Business & Professional Regulation P.M. 1 di Florida Dopertmerlt of Business & Professional Regulation Page I e(2 Building Codes and Standards 251mzz Building Codes and Standards I1512021 Building Codes and Standards 15=21 Building Codes and Standards 115r2(121 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Entity a 21ft 29t Oahe sending 5 in 111 .. - i�t 20 - Data Pendm ire S.41a Entity or QiEt .Pea cat f+artdpp �4 - age _ .. -.. 1!nW o - -� _ _ Put put ON* Peradm POta Zim.I Version Mmtilsaww Contact Enalne & Limmee Validated By Validated FSC Approval Approved mate T11pi j�Dp Manufacturer Conran CftdneraUtxms Validated By Validated FaCApprava mm varsot B vffmd m F� Erndmr&Llertss yodma, 3 FBCAmrOVW � TYPO Vasim - S'� Endmr&U-, Validated ILaWAM a FECAmroya Approved RAU Revision 2➢20 Corder Dion Steve Lyndon F. Schmidt P E Ryan J. King P, E. 10A7(d0'Zt 09/1812021 1Ol'132021 12/1511021 Approved Aifmffii0n 2020 PGT Industrial Jens RosorreYl Meml-Dade 8CC0-CER MkmFDada (1CC0 - VAL 11A52020 11p512020 117112g20 Approved liawsim 2020 MI Windows and 0oaro 0'em 3itYrgct American AmhYeautal Steven Y Urlch. PE 10NBI202a 1UOBn020 1Nirv2020 Apaaed Revision 2020 MI Wmdays and Doors &ad Stinger American AmJreeaunl Steven M. Unch, PE 1122fX)2o 11222020 1112&M2o Approea Catego-Tru t:etegOfy: Exterior Doors (800) B43-7628 PE-434Cg (8i 3) 787$555 43-7628 Category: vNndes (941)488-0100 (786)315-25M Category: Windows r717)365.3300 MsnuMeturera Association (?i T)317.8454 Category: iNa'Idows 4717)385.3300 Manufaclurerc Assoebbm f717)317.8454 subcategory; Sangre Ectetior Door Au biiea Subcategory: Srge Hung Irostw4gQpgtlrduan.e.c SubCasgory: HorbonbU Slow tmmllinga orrill E.com Subcategory: Pored bsi6py remw. dmm Compliance Method: Evaluation Report from a Florida Registered Architect or Licensed Florida en Compliance Method: Ceupeanon Mark or using om Complain" Medrort Cab6caom hark or Listing c. "bon or Using Prdeesonal Engineer FLAZX- aRoANts �y F LOKSM24UA Rosters E6111H51-R7PMIUeta O"ftA,- Aarrmdfprlhs Approved faun mwua uawm QmthvAaeunnce Approwdfause Approved for Use lanpHct Psifmt CilAssnance Aaorautlfor I Approval for Use xwm lke- Aasura nCe Approved far Use Aoorovad for Una � fi�9 €mR Redud YodL MmEr a Name product Deaonodm Conrad Enadralon Doe IlHi lZ EM�Yt pressure Eltn!'. Product Meda. tWmba a Name Product canonical In MVHZ gy�pr� gib le re sea M Product Yodal lumbery Narlle Pi4sNU..O 10.Lf10fi OutaM. NVIR RaiM[Yg Pressure 3 X Product Model. Number or Name ,figaliLy Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 SHS500 (Large Made Impact) Vwyl angle Hung Wndo,r 07/302025 Yea Yes Yen N)A 1 H9168 Fin and Flange Fr me 73x621 nauldad Glean 0211S2024 No Yes No •55/1 1 is$ 1 73. 72 Insulated G(ese 04/032023 No Yes No .60(1 1 a Therme-Tru Fiber -Cynic and Smooth -Star Nominal 68rM39;8 8quot;Non-Irtpactaquot Opaque 121'3112022 No Yes No NJA Composite Edge Fiberglass Single Door (lnswing/Outill X configuration) 2 b. Therma-Tru Fiber-Clasalo and Smooth -Star Nominal St3U139;6 &quot Non-Impact&quot Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Singgle Door with Sdelitail (InswinglOutinvin XA, OX a OXO configurations) 3 aTherma-TN Flow-Glessleand Smooth -Star Nominal 68,039;88qucgNOn-ImpogBquot Opaque I?J3112022 No Yes No NJA Fiberglass Composite Edge Double Door %ft a without SxWitm (IeewtngrOuta.Mng; XX a OXXO configurations) 4 d Thermal Fiber -Classic and Smooth -Star Nominal 7'0 8quiptlion-Impact&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass angle Door (Inswlrg/OutsvAng; X configuration) 5 a Therma-7ru Fiber -Classic and Smooth, -Star Nominal78a390&qucKNon-Inlpad&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with adaill (InswinglOubsvnirg, XO. OX a OXO configurations) 88,#3)Florida Department of Business & Professional Regulation e9 p4 I d, Florida Department of Business & Professional Regulation t>a gueg Par I dt Florida Department of Business & Professional Regulation Pas• t a1 8 i. Thermo-Tru Fiber -Classic end Srrlooml-Star Nkrhhhel 8&0 &quotNon-Impact&quak Opaque Composite Edge Rbergiass Single Door 17131/2022 No Yes No NIA Building Codes and Standards 1ial Building Codes and Ste ndards 1 el Bui ldi rig Codes and Stands rds 16=1 Onswing(Outswirl X confipummon) 7 g. ThermaTru Fiber -Classic and Smooth -Saar Nominal 8'0 &quotNort-Impad&qukst Opaque 12r31I2022 No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval ApplicationDetail Composite Edge Fiberglass Single Door with Stdelril (Insw rigl0utawing; )(O, OX or OXO - - - - - - - - configurations) 8 h. Themnr-Tin Fiber -Classic end SmoothSaar Nominal B&IIII &quothlon-Impact9i Opaque 1213112022 Noyes No NIA _ - - _- - . - _ _ .. Composite Edge Fiberglass Double Dion with or caft 6,at, or 20 2" Data pendim gas ggg ):ptglLg 2" 2" lData p,orldgg am S� Fdtib(,g Lffia leg pffiL@gQm $1! vNhout Sklelites (InaYing/outiamng; XX or OXXO mumYttdpn MMuafcturr ragk.ea&Ucatsa Validated Sir Validated submitted FBC Assigned APJY43tffi Kim Must Vanden Called EndrMaALktmse Validated By Validated FtaCAmrord Ap�.iRt }, ],yg fti0ldatlu[!L Eneafer&UceMe YdMated eu yet (ace t8d1 FSC Approval Approved ESQ 9 L Therma-Tru Fiber -Classic and Smoothl mnllguratensJ Nominal 6&P39;8 &quotNon-Impa Aquot Glazed 12131 022 N0 Yes No NIA Alteration 2020 PGT Industrke Jena ResowaM MCM-Oade SCCO- CER NYaml-Dade SCCO- VAL I IM=20 1110542020 11M 1f2020 Approved Reasian 2020 Ml Wind- and Dewa &Ml Sltknger Luis R Lamas, PE Steven M. Unch, PE 10/ OM20 1010 2D20 101IW2020 12115IM20 Approvrd ARametbn 2020 PGT Industries Jens Renowned Mane -Di HCCO- CER hOaml-Dade BCCO -VAL 11X252020 11tt))rv2020 111112020 Approved Composite Edge Fiberglass Single Door C. t.gory: Wnd." (941) 486,0100 (786) 315-2590 Cidel Wind- (717) 385-3300 PE-62514 (717) 317-6454 Lidded : vandows (941) 4860100 (706) 315-2590 (IraawringrOutbmiv; X configuration) 9u1,CYegory. Fixaa Irca«yrMQpgtlnduauies.c SaanCitagory: Muams SubCamgary: bWflma IroslresMigPY#ndustmes.c 10 J. Therma-Tru Fiber-CMssie arld Smociffi r Nominal B&M;8 &quotNon-Impaet&gtnt Glazed 12191 r2022 two Yes No NIIA C.Wllanee Mdhed: Cwtheadon Mark ar Using an Compliance Memo& Eventuation Repot tom a Compliance Method: CarNteaBm Mark or Listing onl Fiberglass Sing Compite Edge I Florida RegisteredRegisteredArchitect a a Licensed Florida Skientee(() (navi XO, OXX a OXO Fgg�3AN RodhMka p professional Engster PIAdM4tf3 Rolmts mnfigurabons) l2aWW 0.eeaara Aovoval in ll� Approved for Use I BTY® OualW Aeerranee Amrwed(a use Amrored for Use I�ffi Deal - 11 k Thermo-Tru Fib-Cta�ic and S1po61Sbar Nominal B8#39;88quotNon-ImpecAquot Glazed 12) 1/2022 No Yes No NIA ftj Product Mod.l Nur6r or ill- Crsdrad Eadrdion Date In III Qui HVHS lo-re, Eye j Rodaml Model. Marta or Name Product WaMMI«1 Contract Ominllon Doe In NVNZ Outside RtdWmd lateral. Composite Edge Fiberglass Double Door with or Without (Inewirhg/0utawang; XXor OXXO 5 PW-5320(Large labile Impact) Mini Feed hairl OUS02025 Yes Yes Yes NIA f�l(y Assurr� AU«wsdf UU-AmavWf«uu ou)sYra NVNi Imp tk._ Friusurs ) Mutates for All Doon antl Windows Aluminum Muaore 05262026 Yes Yes Y. WA 12 I.Thermo-Tru Fiber -Goias and Smooth -Star ationsee mntgUratons) conlIg Nominal 78#39;08quotNon-ImpactBquot Glazed 12/9112022 No Yes No N/A 13tg8 2 product Modal �amerorName 5784 gip S',gptppg-„QyA Vertical Aumhum 14ultim 121J12024 �y,)8,y, No V assistant Yee WA Composite Edge Fiberglass Single Door 01Mwing10ubswkg; X configuration) 13 m. Therms-Tru Fiber-Clessic and Smooth.air Nominal 784139;0&quotNon-Impact&quof: Glazed 12131 rAm No Yes No NIA Composite Edge Fiberglass Single Door with Sidelde(a) 0 nswhgl0utswtng; XO, OX a OXO configurations) 14 n. ThermaTru Fiber.Cksic and Smlo kith -Sir Nominal 88#39;0AquotNon-Impacf8guint; Glazed 12/31r2022 No Yes No NIA Composite Edge Rbergim Single Door prsw+ng(OutsW'ag; X configuration) 15 0. Thenra-Tru Fiber -Classic and Strpoth-Sear Nominal 8&# 41kiuotNon-Impect8igwt Glazed 12131 Ili No Yes No NIA Composite Edge Fiberglass Sing le Door with Sldelae(s) 0nswing/ouaawing: XO, OX or oXO Florida Department of Business & Professional Regulation pass 1 of Florlde Deparfineri of Business & Professional Regulation Page 2 or Florida Department of Business & Professional Regulation paw 1 f 2 16 p.Tharmsm7ruFlow-Classic and Smooth -Star contgurabons) Nominal 59#39;0&quotNon-Impwt%quot.Glazed 12131I2022 No Yes No NJA Building Codes arid Standards Isrm21 But ldirig Codes and Stands rds 1002t21 Building Codes and Standards larm2l Composite Edge Fiberglass Double Door vim or w(sput Sdelitet pnswing/Outsving; XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. ThermaTru Fill« -Classic and 6rrpoth-Star Nominal 68#39;841,quotNolrlmpactill Opaque 12131 J2022 No Yes No NIA - - _Mill . Composite Edge Fiberglass Single Doer vith - _ Transom (Inswing/Outawing;= configuration) .- _ __ -_ _-_ .__ _ - . .. _: - - - .. ...-. - __ _. ._- _ . _ .- -. -. _ . 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nomira188#I &quotNon-Impad&quot Opaque 12/3112022 1110 Yes No N/A S90 Eno or pia =1 Da# pandric IM2 S294 anto or 2u $! Gate Panam 20 Qa 211 all Data Priam 20 Composite Edge Fiberglas Single Door oath Iva versos N-kd,-. Xdd" Sutml FOC Approval A,-,d Stages IYet Version kh,,d era conned Staat.a A. Upsaa Validated Br VWld IW Submitted FSC Approval Approved atalge sMrlufaeturr S4Dta9t & License Validated a�atm Fac Amrovd Approved Sdwle(s) and Transom (IrMvingJOuLswdrg; 0/XO. Revision 2020 James Handle Building Predicts Inc, Chad Dlrcks V. Andrew Tam John Southard. P.E. 01105" 1 121142020 011OW021 ding FBC Appr, Rewaien ZD20 All Nick Then am L p yndm F. Sd,mipt, P.E Ryan J. King, P.E D771512021 02n 52021 02J272o21 Oen 3/202t Approved Reviskm 2020 Rov GAF Mlcnaal Soren RohM I#aminan John W. Knezavlm. PE Rail JohnW. na D8262020 OB2172020 10p22020 12/15/ZD20 Approillid 19 s Therrca-Tru Flow -Classic and Smooth -Stair O,rOX or OJOXO configurations) Nominal Bill &quotNon-Irnpad8quot Opaque 12/3112022 No Yea No WA Ca ligil : Panel WMIa (909) 541 PE-81002 (352) 367-2529 Catagay: Pan *I Wow (330)522-2389 PE-43409 IS13) 791-GSM Category-. Rooting (600) 7063411 PE59166 (954) 772.6224 Composite Edge Fiberglass Single Door with sdecaegorr. Sdng chillOdemplit.0jar nnad fv2cat.gory:9aFAs ntihonpamtlieldtlsc.n aubCeteporyAsphalt Wages maleln@gan,com ackilithe(s) ( -An utekwng' a XO, OX OXO CWVIMMC. MMhock Evaluation Report tan a ..cam Compliance MahW: EvaluationEvaluationRepel from a Cortpllanee Named: Evaluation Report from e Continuous Head antl configurations) ) FloridaRegistered Wmitact as Licenser I °g Florida Registered Architect or a Umwd Florida Fo lda Register dMahtoot a a Ucarsed Florida 20 t Thenna-Tru Fiber-Gaaafc end Smooth -fir NomIm18&1f�;08gsx+tNon-Impacl8quot Opaque Saari t; 12131J2022 No Yes No WA Professbna Enphea Professional Engineer Prdessonal Engnaer Composite Edge Fiberglass Single Door with FLA131g2.M Prodtade Sdelihe(s) 0nswingrOutawrg; XO, OX a OXO ELMSz7&RSRtaaase Continuous Head and Sill configurations) fLnllry AaMrrance Mprovatl f« Uas Approved for Use lFnDW pgfps Approved for Use Approved for I leQgj peal- Quality Assurance Anatol for Use Approved IN use know D"IW 21 u- Therml.TruFiber-Class)e and Smooal-Star NOmCcmiIl B&g39;6 SquotNarl pan8.quot Glazed 12131/2022 No yes No WA SM# Product Mort. Mmbr or IM M Product D"ciMon COMUt Emiabn DMe 81.HM OutslrM HM RgdBtot pigssure. Sal Product Me". rWMa a N.- Product Disenptlm Cabal Fimliailon Des M HVHZ chid. HVMZ Raalstae Pre- §qp$ Product Model Number o Ibme Rodud Desoraden Conuael Etrdntian Dale M Ill Outside HVHZ $�(gt �- SdelWsa Edge Fiberglass Single Doe kMV, $Ide1tA(s) (Edge glOrglass XO, OX a OXO 1 Cemplank Lap Siding ibex- mint pep sir g IMI20M Yes Yes N/A WA 1 a. arNOt2T8quin Soak Vent a Shcd Vilyl9aY +21312023 I Yes NO WA 1 GAF Asphalt Roof Shingles rg F tixrgass rdnl«pM 34s1h. laminated. &min antl 121182022 No Yes H/A N1A Continuous Head and Sill wnFgurations) 2 HadePMnk Lap lading iher-oemant lap sleing 120itIO23 Yes Yes NIA NIA 2 b 6tWdPllbnce T4&qud; SoInt Vent - Sold Veryl Sofa 121312023 No, Yes No WA hoMdge asphalt shingles 22 v. Thermal Flier-Clawo and Smooth -Star Nominal 8'08sno0on-Impaol&ggot Glazed 12/1 No Yes No N/A 3 c.&qud:Gre.mbrtar Mil asocia &F38: Son Vent a add Vill soft 12/3l ii No Yes No WA Composite Edge Fiberg law Single Door with 4 a Lqud:D59i soft Vent m Slid Vtrvl Sofa 121312023 No Yes No ti Sldelte(s) (I nsvinglOuteying; XO, OX a OXO 5 e. Lgad.Charor C lei qua; Sent Vent «Sold V it l Gone 12v31/2023 No Yes No NIA Continuous Fused and SII configurations) 6 f. &qud;Super SpanSquot %fit Vent or Wild Vinyl Soft 1213112023 No Yes No NIA 23 in. Thermal Fiber -Classic and Srmcih-Star No mina 16l8 Al Non -I mpact&quot Opaque 12131/2022 No Yes No N/A Composite Edge Fiberglass Door Panels wigs Vented Sldelite{sf 0nswinglOutawirl XX, XXX«XXXO( configurations) 24 x. Thermal Fiber -Classic and Srcpoth-Star Nominal Sill &quot, Non-Impact&quot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sdelite(s) (I nsvanglOumwing; XX XXXo XX)O( -figuntici 25 y.Theme-Tru Fkw.Classloand Smooth -Star Nominal sail 881 Non-Impact8quet Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglas Odor Planed %ft Vented Sideli 11 0 riswinglOu swill XX )00( or X)oo( Florida Department of Business & Professional Regulation Page I din Florida Department of Business & Professional Regulation pass I a Florida Depertmeri of Business & Professional Regulation page I or i configurations) Building Codes and Standards 169:021 Bulking Codes and Standards 1,Sr.712+ Building Codes and Standards 1e120z1 26 z Therma-Tru FNDer-Cla"Ic and Smooth -Star Nominal 81ti&quotNon-Impaot&quct Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels With Vented Sldelbal pnswinglOutswig; XX XXXor XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) - - - - 27 za. T1lerma-Tru Fier-Gassio and Smooth -Star Nominal otill68prrt;Non-irtpact&quot Glazed 12/3112022 No Yes No N/A Composite Edge Edge Fiberglass Single Door wkh 3801139,1) - .. Srklie(s) 0n3vlingfOutsvMg; XO, OX a OXO t Entity or 2" Bde DA, penAn9 Eat! Son Enka a _.. B�Q _ fit@.. Onto Pmdm �g S-q�g - - -Entity or - 211 211 gets Pmdtm 20 26 zb. Therma-Tru Fiber{Aamic and Smooth -Star configurations) Nominal iss ;8"Non-I mpadBqui Glazed 12/3112022 No Yens No WA .22 I= Version bffialritl',- Contact Endner A License V.1daw By Val jilatipligi FSC Approval Ap)2ron9 Red jyPt Written ManurwALg S EndrMr&Llrsrwe yea VaiPSW submitted FBCAmmve Approved sod TYPO version Manuhctura Conrad 1,,In.r&U- V.Maed By Validated mm" FSC Apprava rain status Composite Edge Fibergass Doubts Door vah Rawslen 2020 TAMKO Building Products LLC Karl E4. Hobart M eMnan John W. Knezevkh, PE IW412020 0929/2WA 1OP72020 12ASM20 Ppprovad ReMsion 2020 l V. Thompson, Inc. doe Thompson Architectural Tony Chinaman Zachary R. Pr" Steven M (inch. PE 0911 72020 owfia 20 0922r2o20 ID152020 Approved Revision 2020 Florida Metal Products Ine, Clark Jones James L. Bucker. P.E.Q Steven M. Li PE 0927/2020 Og12Y2020 10,042020 12f1 Approval 38039;08idditee 0 mening/Outsling; OXXO Category: RO.tng (417)824-OB44 PE-52196 (954)772-6224 Metals Cmpany(TAMC OI 1613)246.3456 PE-74021 (717)31 T-8454 Category: Reding (904)783.8400 CBUCK Engineering (T171317Z454 configuration) SupCafal. Urdalay-rt$ kam_eden+@ ernan. pm Category: Rooting SubCdegori: Roping Accesseriea that we M dakeflam e. com PE-31242 29 za Thermal Fib« -Classic and Smooth -Star Nominal88dr39;g &quo0on-ImpacKcirl Glazed 12r3112022 No Yes No WA Compliance Method: Evaluation Repro from a SubCategory: Rooln9 Accessories that are an Integra Panel Roang sy t m Composite Edge Fiberg law Single Door with 3'0 Flogs Mchhect as Llcenaed Flare Integral Pan dthe real System Complael Method: Evaluation Report from a Sidelitil (I nsVingtOugivirg; XO, OX a OXO oraRegl Engintered Professional Engineer Complls" Method: Evaluation Report from a Flads Regl. nerd Architect «a Licensed Florida 30 zd, Thu a-Tru Fiber-Gaesicand Smooth -Star o0nfigura110nayy No 9X81l # tiquotNon-ImpaiSquot Glazed 12131I'M NO Yes No NIA Products Flodda Regasterotl Armhea+ma Licensed Florio ProfsEngineer Profesaimel Eng'nea Composite Edge Fiberglass Double Door With FLAN2a2sM 3&939:0 Skieides (IrnwmgthOulawAng; OXXO Q,W W Aseuratm &Wug pL use Approved for tru aspect 22wm rya duck 31 ze. The -Tw Fiber.Gowns and SmoathStar conte6raton) Nominal 78#39;08quotNon-Impact&guot Shaker 12131rh122 No Yes No NIA In& Product Mead. NMnbenaName Product Da.cridhn In Hi outed HV1L2 84f1f21lta ddhv Assurance Amrowdfa Use Approved fa Use apppgl 229M Smi RorfurJ YadaL Mmber er Nerw Quality AsM ance gpd, CorsraetEmrratlm Dda Aonrovedfa Use Approved f«Uat �Z ) lorxw er Series Composite Edge Glazed Fiberglass single 1 TAMKO Rod Underayments(HVI Rod undedaymanm f« use n FBC NVI-¢ 04292023 Yes No NIA WA Sees Product Description f ,gtl jp H" gy 7 Rrisilml Pressure 3 3- FLMICO &glsa;RV 10 RMga YeI&quat: Aumhum Ridge Vent for pRMed root fabricated 121312024 No Yes NO NIA Door with a wittrout 111,40 2 Sdefill IWsdiodo . 1 TAMCO Fla Top OIFRiog. Vent .0 B.M. roe Ti. 26 ga. aet.-1veedMter with bate 09XX)2028 Yin Y. NIA WA from 0.025' Aluminum (lrtewingrOudWig; X OX XO or OXO Wnfguratons) 2 TAMKO Roof UndeHeymem: (NON-H1JF1Z) Rodundediii for use In FSC nm+IVYQ 06,211 13 No Yes NIA NIA 2 TAMCO Gooseneck Vert 26 g.. 091 No Yes NM -Gill Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - - Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1172021 Page 1 art WrMl GRO ]'ya t version Mwuf wrr R.kiek)n 2D20 Boni R..Mg Caagel Rodng SdtC.t.gory: Roping Tiles, Cei pllaMO Seel Evdueim Repon Tram a FLO Mf4at2 Product Evaluation Day Product, AW Reim Modal Ntmisa or Mime i6 Baxmy- Sraea, Slate, Country tilde, Rol Old Flail Thatch & tri 17 Sway 600- Slate. Shake Sol Split Fake iB Saxony B00- Ski., Shake hemp; Split Shale t9 Saxony 700- Shako, Slee&sell Solt Sh.ke 20 Saxony 7)o-shaast.aw ; Spilt Shake ke. 21 Tej.a rapMa l B. Alma 2a Visa jurisdictions_ 3 TAMCO Mail Rod Vent wpm Bait 26 ga static rodvernUMt«with integreled Dank 09l0812026 Yes Yes NIA WA 4 TAMCO Round Top C 1 lore Vat with Saflk for Tile 26 Oa. static rmf vealat« mth Cate O9K)BI2028 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DeUill Page 1 a Fri E,dAb of silo 2" oti.PJndm tole Control EndnaarB Uc.rse Veklaed By FBC A--,[ Agaroml MiMILL Anderson Ross, IAPMO Uniform Evaluation Gay W. Walker 1IM2D20 f 1A211020 11A52020 Approved (801)380-"l Sari LLC (205)854-Oi60 RoUrAndersonilbad.co m Pliliduct Description Flat Profile Denver, CO Quality Assurance Coerce121312020 d Embalm Doe Appronadforilse ,Approval �D1 i gAdd fib fee Use tDdii Yea mlie£1 SW�ut NIA �.l WA Flat Prelle-SfccMm, CA 12/312021) No Yes NIA WA Flat Profile- Risk., CA 12131=0 No Yes NIA WA Flat Profile - SfOeMon, CA 121312020 No Yes NIA WA Fiat Pmbk- Fill CA 121312020 No Yea N/A WA Hash Prdle - Katy. TX 12/31 Q020 No Yea NIA WA Lavr Puoll -Kett'. TX lMlQG20 No Yea NIA WA Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop Idi I171=1 Dae Pattern Do S44! LL - .. E City - 291 Bt4 Date Patio Dta am Version Manitfaturr Sgltagt F law A Ucanse Valdaed By ) Fee Amrow Atel met- Tin Varlm MangMctury �ffi J �g VdMded ay YBLWRW FSC Approval hmLwm shill Rewslon 2020 Aa1IM Stuart Lewis ICC Evaluation Service, LLC William M. Raill PE I0A12020 102221J29 11092020 11/D612020 Approved Revision 2D20 C.rmerdd Concrete Roduceilre. Rooert ON. Samuel A. Growl John Hoy 1211S2020 1Wall 122e4020 ding FBC Aron Category: Structural Components 1321)TIG-i (407)681.191? cte"i is$nNtua Corsican (at 5)659-3707 PE-34245 (352)594-5311 Su bCaleguay: Truss Plated li ewisigeppeaw.com Sub0sholk : products Introduced as a Result of p wcwn9w r@ yahaa.aam Compc ion Report from a New Technology Eve uation Lily Product Evaluation Entry Compliance Method: LYdualm Report San a Flodda Registered Architect or a U-sed Fladda FIA190Rr proawm Prdeasiond Engineer Approval for Use Approved for the k,,,d jilt fL#IT744"Radum a.a # Redmt MoaeL Numbr «Name Product Deacrtpdm R C omect F-mlralm Dae In HVHZ outside FIVHZ 1 IYsssun OMIW Assurance Approved /« Ilia Approved To Una lagal _ 1 mN BCG/Aadrro Higher h (H tamp; S) Meta Connector Plate 1213111 Yes Yes NIA WA SW # ROQxt MetlLL Mmba «Name �„ �Z diab HVHZ )a,ynawrs 2 mV late singe Reed Metal Connector Plate 121312024 1 Yea Yes NIA WA 3 SCG/Allowed RYI BCGlAlplrx Truba Motel Connector Note 12/3120N Yee Yes N/A WA I Quaky Precast a Convnrdd Concrote Products Pri l ad prestressed Concrete Linteb 05/252024 No Yes MIA WA 4 ITW 80WAlplrle Wave Mael C.nactor Rste 12131=4 Yes Yes N/A WA Florida Department of Business & Professional Regulation Pagel or Florida Department of Business & Professional Regulation page 1 al Building Codes and Standards Building Codes and Standards W2B12021 Product Approval Application Detail Product Approval Application Detail 92 2Ye )fie ..Dad Prtdm Bte Sg44 15101, go .91" Dab Pwclm Bat urge Vrdu En&w &Llano VaNdaw pi yodtt4 submitted FaC Approval Apurip TIM Vaslon Maud cones Endri Lkeme Validated By Vallikilad eubmm.d FaC Approvd ApMPl19 Sion Revltlon 2020 CAST-CRETE USA, LLC Craig Perrino Miami -Deed BCCO - CER MIamFDede Si VAL 1112QW20 10272020 112?2020 Approed AfRmaim 20M Aph. Aluminum, 1- Jose Save Luis R. Lorl Stevan M. Urion, PE 11r18202p 11PSI2020 1120ti Approved Cadger. Structural Components (813) 621-4641 (186) 3152590 Category: Panel Wee (407) 509.200E PE-62514 (717) 317.8454 9u14aageryI Products Introduced-Risell a pemaoligeestcate.an tsAllalapOry: Se1Ma epheelurdnuminc,l$Yaho Naw Teandogy Rxe Method: Report trap o.eom Capital Method: Cw Meebw Meek or Listhg Foods thect o a r Fpritle RegistaredArmFlect a a Licensed Florio F a13.Products professors] Engineer zed Y Product Model, NunMa or flame goal Ass- Armpved fly Use Aoornad for Una Resist Dexdpaon Crayact 6minllm Doe In HVHZ Outside NYldt Implies Ike- Easlatilt P#s Fullink iRodum Quality Amaral Approved fa Use Approved for Use IMDWA DOSIM 1 High Strength Carl Lintels 4. 6. 8. and 12 inch wide 4ntels 0521/2022 yes Yes WA WA pf4p Rood YotlLL Msrtr or coma gas - Description In Hv i Dutch, Fill Resistant pdaaygy 1 Alpha AJunemm Sold Bemp', Vented AJumin um Soft Alpha Aluminum Sdo & Vented Aluminum 074100023 No Yes No WA CMU & Wad SWV CMU damp; Wood Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards zs2oz2 Product Approval Application Detail Code Entity a Date Date Date Pandleg Date Iyps Version Manufachurar Contact Engineer & License Validated By Validated gubmi ad FBG Approval Apptgypd slowg Revision 2020 Global Protection Products LLC. Tim Robinson Woter A. Tilt Jr, P.E. John W. Knezevlch, PE 091382020 09+1 1010111 12115=20 Approved cartegay 5hultnrs (954) OW7545 PE-"le7 (954) 7728224 SubCategory: Stems Panels bm.mbinsorCil ppentcom Compliance Metllod: Evaluation Report from a Florida Registered Architect or a Licensed Florida F LiNaOTs-Ra Professional Engineer Products. S # Product Model. Number or Name Quanta Ae9unnpe Product onglolgn Contract E2Vration Oats Approved far Use Approved far Use In HVHZ Outside HVHZ linclact Rmhtant De kart Pleasure 1 20 Gage Galvanized Steel Storm Parolil 4YHZ Corrugated Galvanized Steel Storm Panels retained 12131I= Yes Yes Yes NIA or not by tracks to provide hurncar:e protection. 2 24 Gage Galvanized Steel Storm p ne]w NHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112022 No Yes Yes NIA or not by tracks to piculds hurill- a protection. Florida Department of Business & Professional Regulation Few I d2 Building Codes and Standards2t Product Approval Application Detail Ill 16,81v or Bye Bye oat, Pendm gate I= VaralPg Manufkwm Called FJakree L Uct Validated By V dld2dad Skilarriftedl FBC Amrovd AgPmYed Stitd9., Rewsbn 2020 Mrrok Ina. Ern Wedan ICC Evaluailm Sal LLC ICC Evaluation ser lice, 0flA l2021 0&162021 08/IW2021 Approved Category: ale dual Components (952) 89151 LLC. Sg6C tag.ry: Truss Pietas -.1dentanil.eam (203) 599.9800 Compliance MehW: Evaluation Repot tom a Product Evaluation Entity FLIM974t9Rasads Sig# R otluct Model MsfOr «Nam QualW Asa " Rosa:[ Deccrlmm Caarapl EM9rellon Day Approved T« tree Amrovd Ittlyili Outside r«Ilse NVHZ impact 1StJtstart Dedw Pr�¢ 1 MISAHS 18 ion. high. -Oil, truss conned. pate 12131=2 Yes Yea NIA N/A 2 M1&8H8 18 ga. wpm hit h stenth truss connector plate 1211 Yes Yes NIA WA 3 MI 16 16 ga. truss ccnnw«plate 12/31=2 Yes Yes NIA N/A 4 MT18HS IS gil high strength buss connector plate 12131J2022 Yes Yes NIA WA 5 MT20H3 20 ga. high steel truss eonnedor date 12/31/2022 Yes Yes NIA WA 6 TLia. hill 18 ga. trua9 conned. plates 12v3t2022 Yea Yes N/A WA 7 TL20. MT20 20 gal Wes corned« plates 1211 Vas Yes NIA WA Florida Department of Business& Professional Regulation Pagel ofI Building Codes and Standards 1/25=22 Product Approval Application Detail Sr3$! Entity or pig 12a! Dan Pending nag . I= Version Manufacturer contact Engineer & Licarne Validated By Validated Submitted FBC Approval Approved status Reviadn 2020 All American Shutters and GMsa Mike Bargain Frank I Bernardo, RE Troy Skah ,P.E 1012=020 10115I2020 11*&2020 12"1511 Approved Category: Shuters (561) 7124882 PE-0046549 (954) 947-0880 SubC~ry: SWrrl1 Panels miketo@allameriowshute Compliance Method! Eval uAm Report from a M=m Florida Registered Amhitact or a Licensed Florida FLAK 70*4t3 Professional Engineer Products Sb Prod got Model, Number a Nam Cuslia Amu ran" Product Description Contract Expiration Approved for Uss Approved for Uas Data In HVHZ Cutsli HVHZ Implied Rothsteint Pressure i 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/312022 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Page di Building Codes and Standards ln4i Product Approval Application Dote It 111 Qd1 it! Mery a ale �,@ DM pavArn PALL Type Vent- 8lagytagg((g F 'sin sr, A Licaraa Validated W ValiW11W Sudwm1osd1 FSC Approval A,-d ataale Rewskin 2020 Weyerhaeuser Rob Badvan ICC Evil at. Sw*t . LLC to Lehrer. P.E. 020212021 1 on 311 02W2021 Approved Category structural Components 4253) 924.6476 1608) 839328a aulaCalta : Engineered Lumber R(ben.Baldwln Qwayarn. Conlpllanes Method: Evaluation Report hen a lauser.c.n FL4s5z7.R11 Preduet Ealuatpn Entry Products Product Model Mama or Name Qui Assurance edict Description al Caved Embalm Approved for Use Amrpved Do*In NAc roar Use OutsideV Impact 64BllYt pindon $44Iitt 1 Merdsm LVL Laminated V.- lumbar 031 No Yee NIA WA 2 Pardlem PSL P.retal Strand Lurreer 0313112023 No Yee NIA N/A 3 TreterStra no LSL Laminnated$trend Lumber 03131=3 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber a oriented Strand 03,3/2023 No Yes N/A WA bard Rim Seam 5 Weywhneusa Rim Board Oriented Strand Board Rim Boad 03/312023 No Yes NIA III Q� i � > 10 i -ate N Q O O CZ N O '�^^ O c O O W O U_ L_ O CID .� � E Q L CX .� // /D� V/ CL Q Z Z W J (> Q Q - , ♦ (`) _ f U V J sV 4J c ry rn - �) I' C) i G C U >a W Cn L QD E Z to `V O L_ O CL L U O L.i nLCIO L) M =:3 Q F- O L0 LJ Q W z J z Q .J Ifl SHEET NO. PA 1.1 N (/ U � O .=3 Simpson Strong -Tie 2020 FBC Approved Products Updated 123M020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12ri0/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated ,2rsgrzo2o Q 0p OL �,,, ,,r For direct Inks toall S8Tapprovalslisled below, CLICK HERE For direct links toall SSTapprovals listed below, CLICK HERE a_ For direct links toall SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICKHERE. C /1 LL . For addtional Information regarding Florida's Statewide Product Approval System and Marri-Oetle County Notice of Acceptance (NOA), CLICK HERE. . For additional Information regarding Florida's Statewide Product Approval System and Memi-Dade County Noboe or Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Monti -Dade County Notice of Acceptance (NOA). CLICK HERE. V 0 • � I 1 �✓ ` ) /11 V FL#233S-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- i ; � 9116" and heights ranging from 4-5116" to 11" Concealed flange ge0 # Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product DescrlWon version (HUSC) available for models having width equalto or 0 O 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33.. A34, A35, A44 Angles 1 ET, BTB, BTH Brick Ties greater than 3-911 fi", 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 Q 3 APB44, APB44R, APVB65, APB66R, AP688, APB88R, AP51010. AP6101 OR, APVB44, Outdoor Accents Post Bases 3 C614, CS16, CS18, C520, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16" Q FL#9589-R6 APVB44R, APV866. APVB66R, APV688. APV688R, APV6101Q APV61D1DR 4 CSHP18, CSHP20 Coied Stra 13 LGU3.25SDS, LGU3.63-SUS, LGU5.25SDS Face -mount hangers g O }/ 4- 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers IM O se0 # Product Model. Number or Name Product Descrlotlon APVDJT2R-8 6 DSP, SSP; TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers -0 E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH40R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1. HI OA, H2.5A, H3, H6, H7Z, H16. H15S, H16 2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- (3)L a! 2 SD9112, SD9212, SD10112. SD10212 Strong -Drive SD Connector Screw 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APV 78 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116" U) O ICUQ 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 3.63-SDS, MGUMGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (� �� _/ 0 �- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858. SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3. HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- � v / Q SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5, HSTB Straight Straps 1/8" and heights ranging from 6-15116" to 19-1/2'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP122700. SDCP22858, SDCP22912, Strong-DrNe SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ_ HTS020KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614 SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Slop 14 LFTA Light Floor Tie Anchor 9110" to 3-9118" and heights ranging from 3-1M 6" to 13-3/4" 7 SDS25112. SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SOS25212SS, SOS2530OSS.. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from I-9/1 G' to 9 SDWF2716, SDWF2720, SDWF2724.. SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 1 H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.5l8" to 11.114" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTA18, MSTA21. MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, 1_70, L90 Angles 22 MSTC28, MSTC4Q MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4603, MSTC68B3 Pre -Bent Straps .19lt Product Model. Number or Name Product Description 1 ATR3181 ATR1/Z ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BP112, BP112-31 BP5/8-2, BP518-3, BP3/4, BP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ25RZ, LSSJ2812, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x816, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW112, CNW518, CNW3f4, CNWS/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1 81, LSSR2.1, LSSR2.37, LSSR2 56. LSSR210-2, LSSR4IC Field Adjustable SlopeablelSkevsble Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75.. CTUD76, CTUO77, CTUD87. CTUD88. CTUD97.. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RP522, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/7'to 3- CTUD98, CTUD99 27 ML23Z, M1_24Z, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, 11,114, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1. SP2, SP4, SP6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUO10 Take -Up Device 30 MMLU26, MMLL126-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, 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 widths ranging from 5.1 /4" to 8- 9 TUVV38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-117' 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30. TB36, TB42, TB48, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWBIZ TWB14 Wall Bracing 1M" and heights ranging from 11-1r4" to 3' 12 URS5 518" Uplift Rod Run Tedown System 34 STC STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Vanable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WS108C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-RS 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 3W Sea # Product Model. Number or Name Product Description sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1/4'to 8-7/8" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 CBH2.37x5 S, cBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/7' to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHOO14 Hold-down 2 DSC2R-SDS$ DSC2L-SDS3: DSC5R-SDS3. DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9118" and heights 7/8" and heights ranging from 7-1 r2" to 32' 4 HDU2, HDU4, HDU5, HDU8, HDU 11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7,25- Face -mount hangers 118" and heights ranging from 14" to 33' B LSTHD8. LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5. 2513.25, HHRC5. 3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9116" and heights ranging from 18" to 26' 8 MPA132, MPA144 Strap -style purlin anchor 6 HRCI 81, HRC22 Hip Ridge Connector 3J8" and heights ranging from 5-5/16" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 L.RU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00SOS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-1/8" 10 PA118, PA123. PA128. PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28-2, HHUS210-2, HHUS46. HHUS48 HHUS410, HHUS5.50110 Face -mount hangers 1/2' and heights ranging from 3-7116" to 15" Concealed flange 12 STH014. STHDI4RJ Strap -style hold-down 1D TC24, TC26, TC28 Truss Clip HHUST25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426., THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-314" to 15-3/4"- 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9/16" to 7- 12 THAI1 81/22, THAl2.06/22, THAI2 1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all its" and heights ranging from 5.318" to 28" 13 THAL422, THAR422 Skewed Truss Hanger 9 double 2X and 4X models; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- N 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 37' 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- CV 16 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.1/4". Concealed flange 5/8" and heights ranging from 9-118" to 16' (I) 0 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9/16' and heights )'••-.. O 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.3/8"to7.14' N C0 10 HUC01 81/9-SOS, HU001 81/11 SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 9/16" and heights Vr SDS, HUC0410-SDS, HUCQ412-SDS, HUC05 25/9-808, HUCQ5.25111-SDS, HUCQ610- ranging from 9-3116" to 13-118" vN SDS, HU00612-SDS Q t L J 4'1 U) Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZrJOM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3012020 For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to ell SST approvals Isled below, CLICK HERE For direct Inks to all SST approvals Isled belmv. CLICK HERE. ® For direct Inks to ell SST approvals Ned below, CLICK HERE . For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. For addtionai information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Sualewide Product Approval System and MamDade County Notice of Acceptance (NOR), CLICK HERE. UJ 21 LB series hangers Top flange hangers available in width of 1.9116' and heights FL#11468-R5 18 SLBV1.56, SILBV1,81, SILBV2.06. S1LBV2.37, S1LBV2.56, S/LBV2.68. S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8" S/lBV3.56, SILBV3.62. S1LBV4.06, S1LBV4 12, S/LBV4.28, S1LBV4.75, S(LBV5.60 6 Strong -Bolt 2 (STB2, STB24SS, STB2-6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Se0 # Product Model, Number or Name Product Description 19 S/LTT20, SrDTT2Z, S/HTT14, HTT4, HTT5 Hokiowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SfMST60, S(MST72 Straps 118 mil (10 ga) 7 Tiien HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HR58, HRS12 Strap Ties 21 SP4.. SP6 Stud Plate Ties available vdth hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112" 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Tins stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3.. THGSH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/7' 5 THG02-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THO37212RH. Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114"to 24" THOSC234RH, THD10212RH) 25 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118" FL#11473-RS FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16i' fo 7- Sea # Product Model. Number or Name Product Description Se0 # Product Model. Number or Name Product Description FL#16230-RB 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG CCTQM5.50-SDSG, CCCQ VO 62SDSG, CCCQM4 62-SDSG, ycgg g Product Model. Number or Name Product Description 3 H16, H18S, H15-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECGLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive far masonry Se0 Product Model. Number or Name Product Description Adjustable Post Base 6 7 HGAM10, HM9 HHETA16. HHETA20. HHETA24, HHETA40 Masonry retrofitKT, connectors Heavy Embedded Truss Anchor 3 ECCLRQMD5.50G-KT HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchorfor masonry ^ ` �J 1 2 ABA44. ABA44R, ABA46, ABA46R. ABA56. ABA66R ABU44, ABU44R, ABU46 ABU46R. All ABU5.6 ABU65, ABU66, ABU66R ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2.5, LGT4-SDS3 Girder Tiedown 4 HG UM9 00 LGUM26-2, LGUM26-3, LGUM264, LGUM28.2, LGUM28-3, LGUM28.4. LGUM210-2. Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titen 2 (T7N2) Then HD (THD-H4SS, THD-HOSS, THD-CS6SS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor forconcrete available in 304 ABU88R, ABU1010. ASU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM2103, LGUM210-4, LGUM46. LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, ME-FA40 Embedded Truss Anchor 5 MBHA3.1219 25, MBHA3.12/11.25. MBHA3.56r7 25, M8HA3 56/925, MSHA3 56l11.25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, ACB, ACBR, ACE8 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111.88, MBHA3.56114, MBHA3.56/16, MBHA3.56M 8, MBHA5.50225. 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 6 BC4, BC46. BC4R, BC6, BCOR, BC8. SCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.5019 25, MBHA5.50111 25, MBHA5.50l11 88 MBHA5 50/14, MBHA5 50118, 6 C044, C046, 0948, CB66, C1368 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ66-SDS2, CBS086-SDS2, CBSQ88-5DS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56/11,25, MBHU3.56111.88. MBHU3.56114, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1/4" to 9.1l2" and FL#11496-RS MBHU3.56/18, MBHU5.5019 25, MBHUS 50111 25, MBHU5.50/11. 88, MBH US 60114, W2 ranging from 3.518" to 7-1/2" MBHU5.50/16, MBHU5.50118 Seal Product Model. Num ber or Name Product Description O 9 CCQ-SDS2.5, ECCQSDS2 5 Series Screwed column caps wth W1 ranging from 3-1/4" to 9.117' and A2" Product Model. Number or Name Product Description 1 X34121016.5K, X1 S1016, Xf el016.4K XC IS1016, XQ11310164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.5/8" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point L 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Hoklowns Hoklowns FL#13975-RO 2 XLQ114T1224, XLQ114B1224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 0- 11 EPB44A, EPB44. EPB46, EPBW Embedded Post Base 3 1-1036, HD56: HD713, HD96 Bolted Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTTS-3/4 Tension Ties Sag # Product Model. Number or Name Product Description 3 XMQ114S1224. XMQ114B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Seff-Drilling, O 13 LCB44, LCBW Embedded Column Base 5 LTT19, LTT205, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22600. SDW22600, SDW226W. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex ` 14 1 LPC6Z Light Post Cap SDVM834 4 X0114S1224, XQ114131 224-2.5K X114S1224, XQ112S1224, XQ112BI224-2K #12-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #5 15 MP644Z, MPBWZ, MPB88Z Moment Post Base 2 SDVVC15450 SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, P644R, PB46, PB66, P866R Embedded Post Base FL#13628-RS 3 SDWHI930006, SOWHI94CODBL SDWH19600D0, SDWH19800DB, SDWH19100006 Strong -Drive SDWH TIMBER-HEXScreww 5 XU34S1016. XU34B1016.5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base Model. Number Name Product Description 4 SDWH274000. SDWH27B000. SDWH278000, SDWH2710DOG, SDWH2712OOG Sbong-Drove SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6. PBV10 Round Post Base _Sell Product or 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-18. PC46-16, PC48-16. FC64-16, PC66-16. EPC44-18. EPC46-16, FPC48-1 B, Post Cap 1 SB518x24, SB718x24, S81x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDVVS22400,SDWS225OO SDWS22512, SDW322800, Strong -Drive SOWS TIMBER Screw (Interior Grade) O EPC84-16, EPC86-16 2 SSTB16, SST820, SSTB24.. SSTB28, SSTB34, SST636, SST61 OIL, SST620L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100. SDWS221200, SDWS721500 FL#35320-RO L 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPC6Z, EPCBRZ. EPCSZ, Post Cap SSTB28L 7 SDWS22300D6. SDWS2240ODB., SDWS2250ODS SDWS226OODB, SDVVS228OODB, Strong-Dr'ive SOWS TIMBER Screw (Exterior Grade) n EPC8RZ SDWS221000DB JM1 Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS276006S.. SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845 5, FCB47.5, FCB49.5, FCB411 5 Bypass Framing Fixed -Clip Connector �' ^✓ SDWS2710ODSS, SDWS2712DOSS 3 FPHSD34S1016, FPHS034B1D18, FPHS03481018-5K. FPHSD34S1214, #10-15 and #12-14 Strong -Drive FPHSD Framing-to-CFS Seff- {,/J sect X Product Model, Number or Name Product Description 1D SDVVV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6.25, SFC2.25, SFC4.25, SFC6 25 Steel Framing Connector M 2 HRS6. HRS8 HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6. 25, SSC2. 25, SSC4. 25 SSC6 25 MSSC2.25, MSSC4 25. MSSC6 25, Steel Stud Connectors ■ a ■ gee # 1 Product Model. Num ber or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48, MSTI60, MST172, S/MST27, S/MST37, S/MST48 HTS16, HTS20, FTTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 MSSC4.25KW, MSSC625KW RCKW3, RCKW5.5, RCKW7. 5, RCKW3S. RCKW5. 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, 1 LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCE43.5, 9CB45 5, SCS47 5, SCI349.5, SCB411.5, MSC045.5, MSCS47 5 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-8, GH48-6, GH48 . GH410-6. GH410-8. GHl 01-166-8. GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116. ST22.15 Straps 33 mil (20 go) §1" Product Model. Number or Name Product Description 8 SC532-5/97, SCS62.5197. SCS62-5/118, SCS82-5/118 Bypass Framing Connector �•a� 8, GH610-6, GH610-8 6 LSUSH3.25, SUBH3 25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1 BS5, AS 18SO 18 ga Truss Plates 9 SCVn 25, SCW5.5 Head -of -Wall Slkfe-Clip Connector 4 GLB5A, GLB5B. GLB5C, GLB50. GL67A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25. MSJCIO.25 Steel Joist Connectors 5 GLBT512 GBL7612, GLDT510. 0BLT616, GLBT520, GBLT020 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS2C Light Twist Straps 3 AS-20 20 go Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector L� 6 HGLBA, HGLBB, HGLBC.. HGLBD m Heavy GlulaBearing Plate 9 MSTA30, MSTA30, ST6215, ST6224. 5T9, ST12. ST18, ST22, MSTC28, MSTC40, M5TC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HGT-2, HGT-3, HGT-4 Heavy Girder-Ttedown 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 go) Screws 8 UFPI0SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18 MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ101016-4K, XQIS1214 XQ1131214-3 5K XQ78S1224, XQ78B1224-3K, 410-16 412-14 and #12-24 Strong -Drive X Metal Self -Drilling. 9 URFP Universal Retrofit Foundation Plate 12 S31.56, SiO1.81, S/B2.06, S1B2.37, S/B2.56, SIB2,66, S/B3.12, S1W.56, S/B3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114B1224-2 5K, XQ112S1224. XQ1 12BI 224-2K, X3461016-51<, Tapping Screws SIB4.12, S/64.28, S1B4.75, S/B5.50 XIS1016, X1131016.4K. XISI214, X181214.3 5K Q 13 S18A2.1218, S/BA2.12110, S/BA2.12/12.. SIBA2.12/14, S/BA4.18/8. SIBA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z S/BA4.12112, SCA4.18114 1 ET -HP Adhesive Anchor for concrete 14 SIH1 A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, SIHO88, SIHDIOS, S/HD10B, SIHOISS, S/HD15B Holdowns 3 PDPA, PDPA-K, PUPA -MG, PDPAT. PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SIHDU4, S/HDU6, S/HDU9, SIHDUI I Hoklowns PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a. SHEET NO. PA 1.2- W C_^ MIAMkGtAaE .ems tl-n PGT ladustries, Ire. PGT Indwtries, Inc, _ ' cis c V (D �{J U L_ Q u'RODiPGfiCONMOL SECTION (D0_O PGT Industries, Lie. O 11905 SW 26 snee, Radm 24s NipTICE OF t'�1CCEPT:i.'�CE. E �TUE�TCE Si�Bhi1TTE1} j NOTICE OF ACCEPT:iNCE: EVII)EINCE SUB3'iTT11D c6 -0 CL , DEPARnAMT OF REGUZ ATORY A" ECoi�f CWC RESOURCES PW R) Mvwv FlmWa 33175-2474 '�i TC736j315-25" NOTICE OF AC�El1TAN�E:EVIDENCEr�'��s�TTED '� V Q,i cn � BOA&IiAMCO0EAi)]�STRAU07�tDrV1S F(7W315-259� 1, Evidence submitted ender previous �TC.1A D. QUALrr ASStM1 4E � � CU NOTICE OF ACCEPT NCE i'�0 A ,y�r.r.miamiaade�.s:econo®r A. DRAWINGS B. TESTS (continued) 1. Miami DadeDeparrsneat ofRegalatcrry and Economic Resources (RER)_ o UO PGT i eel trieslInr. 1470 T€cites I�ti�-e, 1- iwlanufactanr&S die draw and Sections. FBC, TAS 20 5. Test on 1 Air Infiltration est., 2-94 ) iTP� O L_ � O a) North'G enice, FT. 34275 ('Submitted Tinder: V0A:�frr 11-0107 t ) 2) Unifoma Static Air Pressure Test, per FBC, TAS 202-94 E. 3IATERLAI, CERTIFICATIONS a O U- Svc»: No. D-55570.0, tit :'VinylS i Glass Door NOA " sheets 1 �.- 'Drawing � � . 3) Water Resistance Test, FBC, TAS 202-94. � 1. Notice of Acceptame No.1"_928.14 ism to Vises Extrusion Limited for their co 0 � ,,� co � tD ThsNOA is.besngisued nr>sler the applicable rotes andregt;lat miiag the use of eonstrttctionmaiedals. The through 1 of 21, n�ufacturm, dated 1 5f15, with revision A dated P' 4) Lame Missile Impact Test FBC, TAS 201-94 .. " Mikke Rigid PVC Exterior Extrusions for Windows and Doors-. dated 09113/15. _C_ O > a) � docum taWmaut:mmed has beenre-v-itwed and accepted bye Dsae Cau3ty RER Ptaduct Control Seettuto 04105i17, signed and seed by A. Lynn Rom, P.E_ 5) Cyclic Wind � Load ngper FBC, TAS 203-94 � on 0930)19. 2. Notice Acceptance No.1"20.08 to Vision Extrusion Limited for their -YE cn � Q be used in NEamiDade County and odwareas where allowed byihe Authotityllaving lurisdietux (ARTS 6) Foxed Entry Test, per FBC, TAS 202-94 of � � Cn 0 � Q Thn.NOA shall notbe valid aflerthe expiration date stated below. The Miami Dade County Product Crattral Section B. TESTS a ong with markedtup drawings and installation dragiani oi'vrnyl thou ng glass door, prepared 1000 Tan 202 and lighter Shades (Pies-i�'lEite) Rigid d PVC Exteric►1' Esrt�stufls for (In Nam Dade County) andlorthe AH7 (its arms oilier thanMiami lade Cry) reserve the right to have this 1_ T€st refit on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 by Fenestration Nesting Lab, Inc:, Test Report Into- FTL W549. dated l lri 615, signed and Windows and Doors", dated 12:/08 1+6. aq)iring on 120-9122_ product or material tested for quality a epurlr . If dm product or matend fats to peeonn sQ the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. ('rest report revised on 12104115 and 02/11/16) 3. Notice of lcceptance No_ 15-4528.15 issued to Vision l xtru -ion Limited for their "'Brown manner, thema cftuw will incntthe expenseofsuchtestiag as dthe AHImavimnmdiatelyre,.=ol-e, modify., of 1) Cyclic Wind Pzrss a Loading per FBC_ TAS 203-94 6_ Test report on lj Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) i�'h0 Rigid PVC E for Extr ns for suspend the. use of such product or material within their jurisdiction. RER reserves the right to revoke this with madmddraw- and ` ion diagram of 1 along -� �°�' l ` � door, prepaared � �.} Uniform Stag Air Pressure Test, per FBC. TAS 20294 �lindows and Doors", dated 08113115, expiring on 09134r19_ " it " ed b Miaasi-Dade C Product Control Section that this. duct or material fails to acceptance, 1f is deter y Fm by Fenestration Testing Lain, Inc,Test Report No. FTL 9717, dated 11,07115 signed and ' 3) WaterResista we Test. per FBC', TAS 20294. 4_ Notice ofAcceptance No-1"712.02 issued to ENERGI Fenestration Solutions USA, meet the requirements of doe applicable building code. This product is approved as descnbed heiem and has been designed to comply with tie Flonda BuildingCode, ode, seated by Idahnis Ortega, P_ E_ (Tess report revised on € 211546 and 01241 6) 4) Large Missik Impact Test per FBC, TAS 201-+94 Inc. for their 'TAN, 3040 and Lighter Shades (Non -White) tad PVC Exterior Doors including the High V elexity H=WaW Zone_ 2- Test Mort on l) .Air Infiltration Test, Per FBC, TAS -M-94 5) Cyclic Wind Preswre Loading per FBC, TAS 203-94 - Extrusions for Windows and dated W/15116_ expiring on 0104021. DESCItIPTIOIv:S,rn�es`�:�7t#J'27'�4"'4'�yiS+GlsssDoor(Rcffiim°end}wJwo9[iP.�13.�°C�ners-l..�%I. � 2) Uniform Static Air � Test_ per FBC, TAS 202-94 along with marked -up and installation d of 1 s door, P �Y � P� 5. Notice of Acceptance No- 16-0 12. issued o ENERGI Fenestration Solutions USA, AFPRt1V AL DOCL'M NT: DrawingN'o. 5570.0 Rey B, titled " V Glass " Sliding { "'sheets 3) Water iTest, per FBC, TAS 202-94- 4) Large M sile impact Test per FBC, TAS 201-94 by Fenestration Testing Lab, Inc-, Test RgNxt No. FTL 8553, dated 12-104115, signed and. sealed by Idalmtis Ortega, P. E St :report revised on 024512016) Inc, for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for V mdows and Doors dated 09115116 expunng on04116120. i throw 21 of21, preparedbymauchcKuw slated 10.+'055d15 and last revised on (001/21. signed and sealed by 5) Cyclic Wind Press Loading: per FBC, TAS 203M 7. Test -report can. 1) Uniform Statue Air- Pres�e Test.; per FBC, TAS 202-94 6. Notice ofAcceptance No_ 1"712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn Mifier, P.E.. beating the Miami County Product Control Revision st mW with the Notice of 6) Forced Fury Test, per Ff1f', TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc.. for their "White Rigid PVC Exterior Extrusions for Windows and Doors' dated Acceptance number wd expiration date by the arni.%2ade County Product Control Section :along with marked tap drawings and installation diagram of vmyl sliding glass do(x, preepared 3) Cyclic Wind Pressure Loading per FBC.. TAS 20394 08110117, eVising on 0 812 S. MSTLE bMkC T' KALTL+iG: Tarp alad Sm Il Nkdle Impact ices �at by F Testing Lab, Inc., Test Report Igo_ FTL 6, dated 11106115, wed and along with ma d-up drawings and installation d agtant cuff vinyl sliding glass door, d 7. 'Pest reports 1'4o(s}. 1 t3-t}0?-7c3''�(Aj, 10-06-�{15? 7, 5357��-t19, per A.STAriE-84, Limitations: sealed by Idalnis Ortega, P_ E. (Pest report revised on OIAK16 and 02r11,1>016) by Fenestration Testing Lair. Inc., Test import NG..FTL "38 (samples A-1 thru A-22). bated AST M 1929 and ASTNO-635. issued by EXOVA to V isioa ExtYntsion for cellulosic 1. See table i (sheets and table 2 (sh eetD forapplicable SGD unit sites, design press., reinforcements types, ass s sill rises see tables B-1 & B-2, sheets 7 and anchor sheets � in i 1 thru 16_ 3, Test on 1 Air Infiltration Test, FBC, TAS 202-94 ) P� r t , i 1,19/10, sued and seated by ,Tcrrge A. Canso, P.E. �Submd under 1'+'O.41� to 11- composite material 2_ Rigid White PVC, Tan {Nan-wi:�) Rigid PVC asulBro,� coated. (f'au,�ed or lansman Rigid 1�+G to be 2`) Untftttm Static Air P� Test,- p� FBC, TAS 2'0?-94 3) Water Resistance Test, per FBC, TAS 202-94 �t,707. %j) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 (S'ub�titt�,d tinder �41t?4.�'�v.114107.04) 8. Notice ofAcceptance No.14-0916.11 issued to Kuuaray America., Inc- for their labeled per refereaned N0A's � 3. Egress operabledoois trust con4ywithmin clearwu thorheightperFBC.regniremeat, as applicable. 4) Large MissileIstpactTest per FBC, TAS 20194 2) Uniform Static .Air Pressure Test, per FBC, TAS 202-94 "Sennl�Last (Clear and White) Interla}er". expiring on {371Ii4:r'i 8. t. Packet walls trader separate approval. to be revituedby Building official 5) Cyclic Wind Press Loading per FBC_ TAS 203- 94 3) Water Rtssstawe Test, per FBC, TAS 202-94_ 9. Nome ofAcceptance No. 16-1117.01 issued to Knuaray America, Inc. for their L ABELLNG: Each unit shall bear a permanent label with the nmmurfacttuei'sname or login, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large N ssile InVact Test per FBC, TAS 20194 ' Trosifelt— Ulwadear. Clear and Color P'S'B InterlayerC, expiring on 07/08,19. following statmneut: 'Miami -Dade City Product Ccu trolAggovW.noted herein along withmarkedtup drawings and inst2llation diagram. oif vM4 skdM glass doom, pry 5) Cyclic Chinni Pressure Loading per FBC, TAS 20394 U'EW AL of this NOA shall be considered after a nwevaal application has been filed and ds rre has beetzno by Fenestrattiort Testing Lab, Inc., Test Report No_ FTL Sf+"l7, dated I2104115, sigiwd and 6) Forced. Entry Test, per FBC. TAS 202-94 F. STATE1][EI�t't I'S change it the applicable building codesegathrelyaf Nctingthe perfornmaceofthispro&rt. sell by Idaltnis, Ortega, P. E. (Test report revised on 02115126) along withmarkedtup dr2wings and at;on diagram ofvmyl sliding glass door, prepared L Statement letter ofconfo with FBC-511Edition (2014) and FBC-+60Edition TER AT1ON of this NOAwiil rPi Clrr aver the ExpttShan date Or there has beets a revision orchange tII the 4. `Pest report on 1) Air Inf> trvn Test, per FBC, TAS 20`1-94 by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017), issued by manufacturer, dated 08114/177 signed & sealed by Lynn Miller, PI- materials, use, audVerr afihe pmdtr<t orprvt+ess_ B use of this PiOA as ffi estdorsernern cif airy grotlart, ?) Uniform Static Air Pressure Test, per F$C;, TAS 20294 s ?orge 110640, and sealed by A_ Caam. P. E. Submitted under A10_4 .� o.11- 2_ Statement letter ofnar fin trial interest, dated 04i18J 17, issued by mantufartnuer, signed far sales, adt erasing or any other purposes s uutomabcally terminate this NOA_ Failure to comply w9h any 3) Water Resistance Test, per FBC, TAS 20Z-94 d 1 t7T. d9j & sealed L Milla P.E. sections ofdm NOA sha ibe anise for tetmination,andrmmvalofN0A. 4) Lxge Mssde Imp2d Ted per FBC, 1AS 201-94 3. Let'ttrof lab compliance, part of the above test reports. ADVERTISE. 'T: The NOAnunimr preceded by th,e words Marni Dade County; Florida, and followed by the 5) Cyclic _ Wind Press we Loading per FBC, TAS 203-94 C . CALCI LATIOi'kS 4. RER.. Test Proposal No. 17-0387, dated 05)05/17. signed by Ishaq Clanda, P.E_ expirationdatiemaybe disp ayedin ad; singlist o m tore. If displayed, then it shall be 6) Forced Entry Test ; per FBC, TAS 202-94 1_ Anc$or verification cakulations and sttnctuml analysis, complying w-ithFBC-2014, done in its entirety. along with marked -up drawings and tristallation diagram ofvmyl slides glass door: prepared prepmed by PGT; dated 121093 Sand last revised on 01115116- signed and sealed by G. OTHER. LN SPEC ITiIN: A c ofthis citric NOA shill beprovided to turn xt s er b die manufacturer or its distnbatars and °pry` p y by F 'Testing Lab_ Inc_, Test Report No. FTL S,US_ dated 12�#,15- signed and Anthony I.. Miller, P.E. (Submh'ed rind N"O4 Av.15-1210.01). 1. Notice of Acceptance No.15-1210.01, issued to PGT Indn rim for their dies ; shallbe availablef rr inspection at the job site at the rat oftheBuilding Offici$I_ sealed by Ida>nnus Ortega, F_ E_ (Pest report revised on 0lt0lr'1b and 021i 1(16j_ 2, Gig � w� ASTME-1300-09_ - 557iM1277t1" VinylSig Grass Dear (Reinforced) —L.;Ii E", ex g on f14114,�?1 _ N ; This NOA revises & renews TNOA#28-0429.05 and ccnsisft o€t#iispagee 1 and e-vide ace pages E-1, £ 2, E-3, E-4, L } / � � E-5 & F,6 as well as approval document mentioned above ishaq L C4a9da,1'.E. Ishaq L CitaadA. i',E. - � ` � Ixhaq 1. Chazia, P.E. � Q The subtmitted docuav taticn was m iewed by Ishaq I. Cbaatla, P.E. Product Control isit Supervisor Product Control taut Supervisor Product Control Unit Supervisor N _�, M NOA No.:I-ii:t35.03 Nti:l :to. 21-02Qa.03 NOA, No. ll-0?k4.03 I &A. yVo. 2I-0IQ5.03 n (�l Expiration Dater April 1.3, 202ti Expiration Date: Apri114,2026 Expiration Date: April 14.2024 Expiration Date: April 14, 2026 M .g r It Appr*ral Date:hlareh 2f,:021 Approval Date: Nfarch 25, 20!1 Approval Date: 1lrarck 15, m i Approsa 1 Date: Niarch Paaei E-1 E-2 E-3 Zti u) _ PGT Indus b ins, Imo. CGI Windows and Doors, Inc, PGT Iadwtries, Inc. a ': NOTICE OF ACCEPTANCE: E'VIDEINCE SUBMITTED NOTICT; OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBAUFTED 0 O 2. Evidence Submitted under previous submittal E. MATERIAL CERTIFICATIONS (Continue) 3. New Evidence Subruitted > � u. •:� W 5. Quan m Part Snorer Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0-981 BTU-W hr °F, ASTM F 1249 ViTIR Pass, ASTM D3985 Oxygen -Pass, ASTM E A. DRAWINGS 1. Drawing No. DID-5570.0 RerB, titled `"Vinyl Sliding Glass Ekx r NOA '', sheets 2190 I.+G-Durability lea Fog -Pass- (Su5inkled Inciter prMous .'1 O--4 IN6. IS-0409.05) 1. Drawing No AED-51570.0 Rev B, titled. Vinyl Sliding Glaass Door NOA (LNW, sheets 1 1 through 21 of 21; prepared by manufacrim, dated 10,05115 and last revised on fond 21 Prepared dated l�/C►5115 and last r�e7„-is�ed on 0?1D1121_ C /1 04f22/20, and sealed by A_ Lynn Muller, PE_ 6. Quagex Pali w seal co�lying with .AST C518 Conductivity 2-22 BTU -in/ eale n iller,`acturer. signed and sealed by A_ Lynn �, P.E_ �+ hr.-fF-''FASTM F 1249 ViTM Pass, ASTM D 1434 Argon PermeanoePass, AIM E Note This revision consists replacement of same existing installation screw with flat hem- B. TESTS 2189 I.G_ Durability -Non Fogs ASIM E 546 Dew Pit Devdopmmt 20'F in 48 his. (D 1. Test reports on: 1) Air Isnfnlb*ion. Test, per FBC. TAS 202-94 (SubmN ed under NO.4 No. 15 640 05). B, TESTS 2) Uniform Static Air Pr m Test, Loading per FBC. TAS 202-94 7_ Vision Ext on, Ltd- Parts complying with PVC`-AAhI.A 303-13, Voluntary Spin 1. Nome_ 3) Water Resistance Test. per FBC, TAS 202-94 for Rigid Polyvinyl Qdonde (PVC) ExteriorProfiles for Vision Extruito s,,, Ltd.-VEX-1 by 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration, Exterior Profile Cation Program. (Submwed under JV0,4 No 15 C. CAL C:L'LATIOI� S E 5) Cyclic Wind Pie Loadingper FBC, TAS 203-94 0409.05) 1_ Nrme along withmark�ed-W drawings and instillation diagram of all PGT Industries, Inc. 8_ Vises E ftusious, Ltd. Parts �cornVlymg with PVC-AAM.A 303-13_ _ � representative this listed. below and tested to gwilify Dowsd 791 and. Dowsil 983 silicones. (Submitted under 11 O 4 No.1154409 05) T_-AI.TID ASSTURANC.E, D. Q � Prepared by Fenestration Testing Laboratory, Inc_. Pest Reports No_. 9_ PVC-AAMA 303-13, V ovary Specification for Rigid Puiyyl Chloride (PVC) Exterior Profiles for Vision Extrusiocns, Ltd_ VEX-1 by AAMA Fenestration Eodenor Mile 1- Munn -Dade Deparhnent of Regulatory and Economic Resouwes (RER)_ FTL-7897, PGT PW5520 PVC Fixed Wind %, (unit 6 in proposal), dated 09103114 FTL-20-2107.1, PGT SGD780 .Ahern Sliding Glass Door (unit 7 is p Wosa) FTL-20- Certification Program- 2107.2, PGTCA740 Alm O utswingCas+ement Window (unit 8 in proposal) FI'L-20- 10- Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Soinition, USA, Inc. far E, AL4.TERLAL CERTIFICATIONS � 2107.3, PGT P'W7620A A mninnum Fixed Window (unit 9 in proposao and FTL-20-2107.4. their "Tan 3040 & light shade (non -white) it7ume Rigid PVC Exterior Extrusions for I- Notice, of Acceptance No_ 19-0305.02 issued to,Kwww America, Inc. fartheir PGT PW7620A Alter Fixed Window (unit 10 in proposal) dated 07113120- all signed Windows and Doors7, cqiring on 02M!21. "TrosUoK 171traciear, Clear, and Color P'6B Glass iatetlavers", expiting on 07.08024_ � 0 and sealed by Idalmis Ortega, P.E. 11_ Notice of Acceptance No_ 18-01222.02 issued to Energi Fenestration Solution, USA, Inc, for "" 2- Notice of Acceptance No.17-080&02 issued to%urara n- America, Inc. for their � Q their series-MIkite Rigid PVC Exterior Extrusions for Indows and Doors", aqm ng on. "Sentr las � (Clear and Mote) Cuss Inte � yens" on 07,10403_ Q C. CALCULATIONS G2t2 3. 3- Notice of Acceptance No- M106.10 issued to Vision Extrusions Limited for their -Brown O Q 1. Anchor vwfication calculations and structural analysis. compbring with FBC 7111 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA., Inc. for Coated (Parotid or Landnated) Vi Rigid PVC Exterior Extrusions for Windows Editteos (2020), dated 04/1-2j'20, prepared by nnamrfacturer_ signed. and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors"; expiring on 09130124, U Anthony Lynn 1lfiller, F_E_ l lndows and Doors', expiring on 04/16025. 4_ 'Notice.ofAcceptance No. 19-1106,11 issued to Vision Extrusions Limitedfor their series 2. Glazing complies with ASTM E 1300-04, -49, 42 and -16. "VE 1000 Tan 202 and lighter :shades (No"Ibite) Rigid Cellular PVC Exterior D. QG.ALTT7t ASSLTR.Ai'++3CE F. STATEMENTS Extrusions for Windows and Dc►orsx, expiring 12129�2i. 0 Ar " -Dade Department of Regulatory ,and. Economic Resources (RER). 1. Statement letter of confbimance to FBC 7* Edition (2020), dated 04r22 20, issued by manufactwff, signed and sealed by Anthony Lynn Mller, RE. F. ST ATEMENl-TS E. DI.�ITERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1_ Statement letter of conformance to FBC 7a' Edition (2020), dated 0201,21, issued by � 1. Notice of Acceptance No.19-0305.92 issued toKurara6' Auuerica, Inc. far their 04/18120, signed and scald by Anthony Lynn Miller RE. mamrfactim, signed and sealed by Anthcnrny Lynn Miller, P-E. C/) "Tr€ sdoW Ultu�adear, Clear, and Color PiB Glass Interlayers7. egg on 3. Private Aunt between PGT, dated 03+30i15 and signed by all 2_ Private Labeling Agreement dated 03,d101 between PGT I >` ; lac. and CGI �� (� 07r0& 24_ itnvohed parties. Windows and Doors Inc., signed by lean Ni Ruaik, P.E.. V.P. Enginfir. on behalf of U m 2. Notice ofAcceptance No. 17-080&02 issued toKnurarayAmerica, Inc. fortheir ', M- - both companies. "Sent arGlasllr (Clear and I%llite) Glass Illterlaym on 07104M. G. {3TH£I S a' 3- Notice of Acceptance No. 18-11KlO issued to Vision Exuusions Limited for their 1- This NOA rues NOA## 17-04—_0.06(PVTw)CGI) and updates t€rFBC2020 Edition). G. OTHERS Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions gong 04I21l21- 1_ ThusNOA revises & Ivnews NOA 20-0429.05 RIAw/CGI),expiring O4/ *26. for Windows and Doers', cxpiring on 09t30}24. 2- RER Test proposals i#19-115-5 dated 01110t-10 approved by Ishaq 1. Chanih L PE- expiring 2. The current associated PL.4 CGI file #21-0204.0i, expiring 0411+2+6. O L- CU 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their 04°14f2' 1 _ W � series "VE 1000 Tan 202 and lighter shades (Non-l4'hite) Rigid Cellular PVC � r t� � + -'_ � 1,,, L t 5 + �`� �. 4 � b s.� ME Exterior Extrusions for Windows and More'- expiring on 1129l`21. , �1 � ' / ` ®`'�s'`' lsltaq i. Chamda, P.E. f # Islaq I P.E. Z chsada, Ishaq I, C'handa, P E. Product Control Unit Supervuer Product Conical t Supervisor .J ` Product Control Unit Supervisor NOA No. 21-0205.03 Nf)A No. 21-0205.63 Q NOA No. 21-0205.03 Expiration Date: April 14,2026 Expiration Dhee: April 14,2026 Expiration Date: April 14, 2026 approval Date: March 2rt, 2021 Approval Datc: 1liarch 25, 2021 � Approval Date: hfarth 2a, 2021 E -5 E -4. SHEET NO. PA 1.3 _ 1 _' I AIL I I I" !. 1"01 ..I - 1 f 1 tI I-t /T1 L ECU PRODUCT F.V,ALUATION REPORT• NEl 20.Oj28 01 2 PRODUCT EV ALVATION REPOR•4' No. 20.8720.o1 3 ECU imc- 1 L wc- T1LLiT TESTING S ENGINEERING COMPANY - 2 2. TES REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 8 MATERIAL CHARACTERISTIC$AND S6PECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on TILLIT TESTING S ENGINEERING COMPANY - -- — - - - -_ - WATTh'R A. TILLrr, IRS, P.E. tilte�aO1.CDTD eLPE.Lk=oa No,"W, 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads 1'•` 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E. D. , drawing ) g WAi.TViA. TILLrr, :(a., r.E. tilteco@aol.com PRODUCT EVALUATION REPORT M.P.. Pl FL C.A L!__ No. Nw. 19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of fL iaLk NNo 61G4 Testing, inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E. PRODUCT SUBCATEGORY: Storm Panels L3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global PMtaellon Products. LLC MANUFACTURER: Global Protection Products" length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4B0o S.W. 51 Street 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., wood frame structures. Davis. Florida 33314 dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. Davis, Fiodda33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Evaluation Report Issued by Walter A. Tillit, P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System 6) to the (D # 1908) to the Global Protection Products, LLC, Rule Chapter No. le 1„1,i,,„+„� ++`My ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and 4, WIND LOADS RESISTANCE: a``"`� A T1( sr A.N 61G20-3, Method I of the Florida Department of Business and Professional Regulation. 20 Gage Galvanized Steer Storm Panel has been verified to sustain wind a`I ,, ••II r.,� ,. ., ; %,fie EA , '•. , s Professional Regulation. This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, a ^ ^ 44167 - S_ This product is being Issued an Evaluation Report as described herein, and has Po been verified for compliance in accordance with the 2020 Seventh Edition of the 16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. �"___;" �#~' = - E 7->, r * = been verified for compliance in accordance with the 2020 Seventh Edition of the p Florida Building Coda, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 'IQ, 11, r 1t y - %.a2�?.e�-• STATE OF ��c r Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. 14, 15,17, 18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.b.), drawing No. 20.176. - 1 , •.• IORIU � at least equivalent to that required b eq q y the Cade. This Product Evaluation Report shall be subject to review and revision in case of yafi ,,.� a'P �''"N 0Npt rCe;�� "'n+NutI11110 This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its Hmitations and conditions 5. INSTALLATION: a Building Code change that may affect its limitations and conditions 9 n9 Y Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED" sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D:4 TI TECO ADMON RECORDS \ P. E. REPORT-201GLOB AL PROTECTION PRODUCTS, LLC 120 GAGE 2. EVIDENCE SUBMITTED: 2.1 PRODUCT EVALUATIONDOCUMENT (P,E�D.t: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI DRWG# 20-T76 V REPORT 020,0728.01 Drawing No. 2titled GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document 21. PRODUCT EVALUATION DOCUMENT IDL sheets 1 thru 266 oof f 2 26 prepared by 7itteco, Inc.; signed and sealed by Walter A. (P,E.D.), drawing No. 20-176. Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P. E.; dated 07/2812020. This drawing Is an integral part %1 UIs %W41111111j"�� sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Evaluation Report, \* ,IT `)Ifol" y R a"'" A T1 '�� Tillit, Jr., P.E.; defect 07/27/2420. This drawing is an into + + is Evaluation yaP LICENSE . Nr� �\GENSF 9 �iZ�_'\ Report. ` L�CENyF' •`Py& -; - No. 44i67 = ;'j , *: *. � 1 • 4#167 ! �� * *_ i167 S :�f *_ ' _ / -O STATE OFF �QZ Z r --��, ' * ,tom a ' .. STATE OF o x A11 'P�r COPIUi :tyk.S s IN COR10 �' FSS! E�C� .4 ., '� I"OxF:•FCORiUA.--'"- ,� 6355 N.W. 36tb Street, Suite 305, Miami, Florida 33166 - Phan: (305) 871-1530 - P'91is/ $9 5 1 "+ran,QN u;luI%k"`� 1T355 N.W. 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871- iQi61�Ef#46( %�841-1531 ......&f/X a1ENEPAL NOTM, EI IN CASE THAT FAI ISr STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL -�� ANCHORSSHALL BE TO REACH THE Wt11 STRUCTURE BEHIND S1R71 PANELS. SNONM qV % PRODUCT EVAWifON DOCtINENf (P.EO.) HAS III VERIFIED FOR COMPLIANCE IN ANCHORAGE 5 S MENTIONED IN 8.1) AND IN 8.2 ACCORDANCE WITH THE 2020 (TIN FOUXUMU) DF TE rl%i BIJWDING CODE (C) IO f1tISr17O Ilrxw (MNLSpECBTC CAMa4TY. C O55 MIHN. L; DESIGN "O LOADS SHALL 13E DETERMINED AS PER SECTION 18200E THE ABOVE MENTIONED CODE. - 1/4-e TAPCON ANCHORS. AS IAMKWACNRED BY I.Z.W. BUWDIX. INC. FOR A WIND SPEED AS REIXRRED BY THE JURISDICTION YM€!E THESE SHUTTERS WILL BE INSTALLED AND - t14-10 PANFUMTE FEMALE ID AND PANELMAT€ PLUS ANCHORS. AS MANUFACTURED BY ELCO C&MIKGDON PRODUCTS. FOR A DNRCTKRNAUTV FACTOR K4-0.85. LM40 ASCE 7-15 AND SHALL NOT EXCEED THE MAXIMUM (AS.M) - 1/4•I LAG SCREWS PER N.D.S. DESIGN PRESSURE RATINGS INDICATED ON SWEETS 7 THRU 12. 14. 15. 10. 19 & 2D. - 1/16•0 . 5/6' WOOD BUSHING. AS DISTRIBUTED BY ALL FONT SCREW, BOLT & SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE COMO". ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C.I) MINIMUM THREADED POCTRATION 44M WOW OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2- FOR ELCO PAWUMATE PLUS SHALL BE FIRST REDUCED TO AS.O. DESIGN W040 LOADS BY MULTIPLYING THEM BY DO N ORDER TO AND PANELMALE FEMALE O. COMPARE THESE W MAX. AS. DESIGN RATINGS 7 THRU i 14 1 I6 T & O. p PRESSUTE INDICATED ON SHEETS 2. s, 4 T C.2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL TE 1 1/2- NO THREADED IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS 1ES1Eb WERE NOT OVER STRESSED: A 331E INCREASE N ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART pc THE REODaEO THREADED PENETRATION. STRESS FOR WIND LOADS WAS BIM USED IN THEP ANALYSIS. FASTENERS SPACING TO WODD HAS BEEN DETERMINED IN ACCORDANCE WITH NO.S. 2018. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PA/B,1'S ADEOLIACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VENTED IN ACCORDANCE WITH SEC" 1625 OF THE NICK MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 98-$W. 48-5-70 0 96-T30 AND C.4) MAXIMUM PENETRATION OF WOW BUSHING S94 L BE 5/8•, 1/4" 0-20 SCREWS USED SHAD. BE 1 1/2- LONG M NWM FENESTRATION TESTING LAB- INC.. REPORTS f2O32 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AS WELL ST STAHDAROS. ADIVIII LEST NAB OF SOUiHH FFLORIDAREPOT [0219.01 -Oa. AS PER TAS 2Q1, TAS 203 Ak0 TAS 203 C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BARDS BE FOUND ON THE EXISTING WAIL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. 2. ALL ALUMINUM EXTRUSIONS TO BL 6053-16 ALLOY AND TOPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2. AACHlp?AE SHALL BE AS MENTIONED IN CA). C.2) a C.4) 3. AL ALUMINUM SHEET META USED AT CLOSURES SHALL RAVE 3105-1114 ALLOY. (D) ANCHORS STALL CE WSTALED :O.LOWIHQ ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S NFHUFACTURER. 4. ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-S" GRADE W U"MUM, G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL DESTGNATON W/FY- 58.5 W (AFTER ROLLED). THROUG44 5) EXCEPT THAT HEADERS (Z & 0 SHALL NOT BE USED. 5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A@ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. ITSH SHALL BE THE RESPONSIeUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE VIEW SNUFFER IS TO BE ID ON 50018 W/ 50 Noi YIELD STRENGTH A90 Mai TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA SUWIXMG CODE ATTACHED TO INSURE PROPER ANCHORAGE. 745 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR MOOD FRAME SECTION 2411.3.3.4, BUILDING& 6, BOLTS TO BE ASTM A-301 GAVµlYEO STEEL OR N51 304 SERIES STAINLESS STEEL. WITH 36 Mai WWMUM YIELD STRENGTH. 10. EACH REGULAR STOW PANEL WITH LENGTHS OVER 6'-8 THROUGH 12'-4', AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNATIVES Be 9W & IOW ON SHEETS 5. 6 & 12 RESPECTIVELY: 9MNL HAVE A LEGIBLE AND READILY VISIBLE MARKING WSTRLKING OWWR 0R 7 ANC14ORS TO WALL SHALL BE AS FOLLOWS'. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEXENT WRAC PERIODS OF HURRICANE WARNING. (A) TO EwBTNVG POURED ComenFri, It THE INSTALLATION CONTRACTOR 5 TO SEAL/CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUAJ • INC. (Min. fc-3192 P.I.i.) TIC BUILDING TO PREVENT WIND/RAIN IRRU90N. - 1/4' a a 7/8' C"-INSE ANCHORS, AS MANUFACTURED BY OETWLT HNC: (MIN P.I. T 12 STORM PANEL INSTALLATION SHILL COMPLY WTFN SPECS B4OCATED IN THIS DRAWING PLUS ANY BUILDING µQ ZONING REOULATONS - 1/i., s 3/4• SOLI, -SET ANCHORS. AS QSTMBUTEO BY AL POINT SCREW: BOLT &SPECIALTY CO. LT & S (Mi., Yc-31M30 p-4i.) PROVIDED BY THE JURSOCTION WHERE PERMIT 5 APPLIED TO. - t14-I0 PAIELMATE FEMALE D & PAHFLWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOVCTS 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATIONN (Mfc-3350 P..A.) FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4•I CF TM -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (for3600 P..J.) WBASEDCONTRACTOR FOR THETT1ON ALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT PURCHASE ANDCOONDITIONS A. 1) MNIEMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR PµELMATE FEMALE ONTHIS PEE. _ PROVIDED HE/SHE DOES HORESPONSIBLE MMM DEVIATE FROM THE C. DETAILED ON T. 5 DOCUMENT, 0 AND PANEMATE PLUS AND 1 1/4' FOR CF TAP -MP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIMOY, A2) CAX-N & SOUD-SE ANCHORS SHALL 0E EMBEDDED 7/8' INTO THE POURED COCREIE. NO EMBLCME'tT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL aE CONSIDERED INYAIO IF MOORED. STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG W41MUM SHOULD STUCCO EAST. TO 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SAIL BE PREPARED In A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE SUIT WITH WING NUTS. ENGINEER OF RECORD (E-OR.) FOR ME PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O- OF RFSO2D. ACTING AS A DELEGATED ENGINEER M THE A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P.E.O ENGINEER. SHALL S1RM8T TO THIS LATTER THE STE SPECIFIC DRAWIWS FOR REVIEW. EXISTING WALL OR FLOUR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN ALL) AND IN A2). W THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PRDFESSgNAI ENGINEER OF RECORD THAT PREPARED IT. (B) T�alanAlr MM OtYt ALA CT, -TO; - 1/4` F TAPCON ACHpRs AS MANUFACTURED BY 1. T. W. OWDEL INC. IC SMUTFER MANUUFACTURER'S LNEIR SHILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' a s 7/8' CALK -IN ANCHORS,AS MANUFACTURED BY pEWILt INC- (OVAL. fc-?SOD PSI.).) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL PLACED FDA EVENT OPENING. IABEUNG TO COMPLY WITH SECTION t789.95 OF THE IBUILDING __1 x 3/4' SOJD-SET ANCHORS, AS DSSRT&M BY AL POW SCREW. BOLT & SPECIALTY CO. FLORIDA (". f-1800 v a., ) - 014-10 PANELMATE FEMALE O AND PADELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONStRUCON THIS SILL ONLY BE USED TO N PERM(AWING PRODUCTS (MIN. VC-2G7T PIA.) 0UH,N,M OBTAIN PERMITS IN THE STATE OD FLpRID,A - I/4' A TAP -GRIP ANCFTpR*, AS MAIiUFKTUR® BY TRV-FAST CORPORATION '- A:.Tr r ' ' FLONIDA BUILDING CODE HI h Yslocl NuMcanto Zone . B7) MINNVM EMBEDMENT Of TAPCON ANCHORS. ELCO PANELM4TE5 AND iS TM -GRIP ANCHOR. INTO THE ,: 1AC BLOCK UNIT SHALL BE 1 1/4•. ,g : ' •..• Pawl MITI Wc. 20 GAGE GALVANIZED STEEL STORM PANEL `R. 8.2) CALK -IN & SOLID -SET ANCHORS SHALL BL EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO NO. 4 167 - Wwr err. INTO STUCCO SHALL BE PERMITTED. 1/4. 4-20 SCREWS USED SWILL BE 1 1/2- LONG MNNUM SHOU - _s--. M/3alNwP .M L PROTECTION PR�OOtK;TS, LLC. EX657, µD 1' MNMtUM FOR OVALS WIM NO 51TCC0. 'C : L1 _ 7(�. E C t'M/ 1Ne A OF $g9a: ST31 ` .coo &e. at '�,_- �OR UA . 1t .. ,I,., PSH If, NH.H BMW wol°X.,.,w NIa+L: (a4A)s�-TM1y F&I'l taADew-P»7 20-178 �G s _,.r USN m-mA wlWnc NA: ,sr .r QNA C 9jj pWiMI,AIM}E tllA Y,I-,Y A, WN.TIR A JG.. PL. - warr , W T CONCRETE AION111Q WILTS s THIOLTw'H1 I� D(SmiC POURED ED, ONCRETE -1 REq' 1AMO I 1 taw -tH rn SIPN QatP.IG I ,O — Pan 1 %f: Y INSTALLATION DETAILS FOR REGULAR PANELSEANELSni do (1�1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES oo HEDULE ON COMORV E ANCHORS �`7 a"O ION a) MEtTs a 11a1oAANw p---E,O.- 1 (aCHEoaL ON `, -- 4 1\4REXAPED,-� EXISTING POURED:': ^,T•"J t sMEm a TMNOLNm+ v) \, c.4 : OPAL 111, -� / 1/4' 14 -'-rGT p , 1 Mro., - µat e_ Pa 1 I I 1 H' ED \ I '5 Q ! EP 6A_ I v Arry° 1 1 -O CdMJlE1E REOUNEi3.� \ i I --- �,�oynT�. HM 1 RA -I 1 O T I Is t/r 1 oA � aD�WIA a 1 i ,a ao muW I 01 I S r 1 I - _1 - I 9 anm¢ ) rAa4 1 ' 1 .f;, i. I 1 t 1 I I I 1 6 H 1 I I ., ; i �— n nY snm • I EXISTING POURED LO i , I t4�A - D T4 ,Ir GO E10Si1N0 POIJRk,D_ E0. CO CRETE OR t - L'FlT MR e 1 1 1 R' CO,�,ETE OR CONCRETE BLOCK 1 ; I rvoK LKr e , _ _ j CONCRETE 1)LDCN AEQIAREO, ", I 14 t/r cc ;_ - CONCRETE ;E7 * I .� \ -\_' I C • .93, PO{R3/4 CONCRETE XWCEOm i .4.OPWWWI= or NN')W/ON � (SS SORnut SIM a THROW. 0) IM.ara%4EETS a TIMSN 9) 991 SCALE 3/a-,• SCALE J/6-t' V,.----[- -k --), T, wr � ' .. IT W. 1 RUO • s try oc CONCREiEI pI`Q--13/4 _ . , EQ ;I REQUIRED. ___ Srn AHIC m \, . . SCHEWtE ON Dom S THROWN Q CEILING Ap SCALE 3/8-1' __.—_J I 1 1 a,W 1 f_ ra . DPI E Full L I i s I/2• °" i F— PURR, m orA6 (J) MITI �( 9 1 1 9 i i 1 I N 1 I r ee < + 1 j t 'r f 4 � xie A I EXISTp.G PIRRF�p , E 0 O.A = 1 Eton,V. t2 'Ir DZ � -- _' CONCRETE 9O'.00K ;. __ ._... _. I RECOMED. <; E -' 1/2' _..1 -_ 1' W,_J 1-1 —91 r CONCOM AILYIOI3 7W1 ,' w. &W.S. e PA• Isla SaIYCAAE ON GIL "n i &ME. • a P.C. S KE13 a TH IK IOH 9) SCALE 3/a-1':liJM]Di ALIMAR SCALE 3/8.1' E.D.. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 8 & 9) NOTE FOR COMBMTtON OF BELTI0N15: TOP & BOTTOM MOUNTINGS CAN BE COM O NED IN ANY WAY TO SUIT ANY S. INSTALLATION. COMPONENTS FOR REGULAR � LIFE SAFETY STORM PANELS (SCALE 1/2-1') -15.198' rrOalk WIDTH? ______ -__..____ -.._.._.-.- -. - -.-, .-19.IW CTOTA WIDTH)-.. _.. __.__.. _.-. -_-12.SW COT'ECTNE WIDTH) _..____- - _- ___..____ _-_.. I _- _ -. y� �'. '� ,' ` tt - 6.250--_ ----. 1 -.. _ _ 1.350--- .\ 0.0.16' IRL 17eDN p---1,350'- ,,, 1 DOWNQN. - I-- A..;� __ :_ '• OPLSRC i .( il i - I _/ �; ASTM A-Q6T / _� /f "� 2.657' / GRAM �GLY, /' �,I `-�\It+ I WIAMME ED STEEL EDGE / ) G-80[ EDGE J 2.OW' .2', ! , REi1M® ` �- - 2'41 N TYP. TYP.- -AWIrM,M DETAIL A.. 2.WG' NE7AA+m DErAa ,�.r i _-_ �.. T TALEAGE-- 48.8 l.➢FTAL A�� ' 45.a - . _' _ _ - , -'7 - - - - - -�- - - - - - - - - - -- t.350 t.3)SOT.330` (D STORM PANEL © END STORM PANEL ^-2 187' -- --.i`?_„ -___._.... _ 1.250' .too* W' a. J .125`-.750'- t/4'4-M. 1/4'I-20. AMM2Y END LIP / • N SEM Wj E3eED 173Gr. .. // \ ) Sa@ f W. ., W 1.125' I - r: 3s Wrenn SA WVETO 74750'^ __. is , ac (4• 12 t O.C. wX /2 Anon- -) _ 1 I T2 ANGLE a TO AH' s IffiIi1 ' tW i006' .093• ! ---( •1.500• 3.3T5' 2.OW' 1.5W' + - _ .D81' 2.125' YE .930' A39' SEE 093"OE7ML 1 't ='b.25D' �'�- 2.t25' - J !_... ri f_J.254- DFfAt 1 ._-._ _1 A 0. - E 0. .375 'STD' '-) t f.-. �.125' T T I .., '�' { -3 I .SWI /-..,.50o'_.-. t.._1.50D. (SOYETRC VIEW DETAIL A -- �' - 1 2.O ' - ROUNDED CORNER • ENDS OF PANEL'S 2.000'-...- AO END LIP w( TS) EDGE. "hh- LEADER \J 'U' HEADER (� ANGLE ® ANGLE WITH STUD {@ ANI WITH (N.T.S) REVERSE STUD r__ ____1A M A 1/14 a 2/14 .374' : r"' _ _- - ..34{` TYP. TOP EGG[ .on, .3, 74• .066• ^ 750' - I - f ,390' "OF PANEL 1 a8 - 188"-+I +- 310' r. ._ =i -_I_, _, . - 1.. _Y_I J 125•.T,-,� 1- D' I30 Tm 7E - 1.407'1-063- .825' 315- r 270 .656' 6W" f ;ANGLE ♦ ,2 t/2- at 67t' \ t_- tr- , _. .j90' ' t.343' �062- q 7.500' ,,. 1-_ _ ....-__! LT:V2i:�,' I _-T %. IMA HONE FOR _117-.093" t.015• PEVEKY'''CAAATKIN EMAP - f - Mk .OHS' 1 AM' 7.000- (� KEY HD1F WASHER --- s.000•-- ---rrw.) (TRACK -.063' (�) rF' ANGLE ® 3/9" rfe TRACK T FLAT PLATED O.Om' (MIL) w, t: ' 114 WW, MM STUD GALVANIZED SV7M __t __;?iiwI.•. ..tAWp A• TH I'M YW. IS- LONG ( ' -M Ir T-- �QSITS-I8•a tji /,,.oar .H757i 375• :-A . HD. 441 s7 - k::� __J T = * * i * - FLORIDA aU1101N0 CODE (High Velocity Nut leans Zone) ��-L,,'�NICKEL r 2�,Io' �12s- -Lillis PtAtEo WING; NUT t9pE a PAET 3 p'., STATE �F !.. 0A4A Q4Np 1LRX. as 2D GAGE GALVANIZED STEEL STORM PANEL DRAW W. - _ KEY HOLE -- - 2.ODO-- --- ��L ' ® 6� FS o 0-w- n AT PANEL hAA r _ �L ECO INC. PROTCTIONtDUCTS, LLC. AE d 2"X7'Xt/4"ice' ALTT:7""AMT. USE WING MR W/IXU VIW f r•'}/ ODIZ7 a O.e. FL Sa314 IVSHM WV(mANtEss AI a. W r aw W WMe rm l H a.. rwolL (NAJ s-> wrAa: Lw) II-6n7 20-176 ALUMINUM ANGLE A... T>A .. ti : [rM m-tat TMONOLITHIC . /6 a.1/32 - OWNING w &Tm: M NICKEL Mi1D STEEL), l SA/'eWWo1WE/tAIE CA-ww7fi Ar IWLIEP A T0117 ♦., PL e- M3QT 4 Or 74 }I I INSTALLIRTiObI DETAILS FOR REGULAR PANELS Q) A t9 END 1111111110 DETAILS FOR INRALLATION IN. POKED CQNOUL INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QM QUXX OR WOOD �-RN OR PAELMATE IMP, ,C,IpIFTE , „ ;.- T,.1S . 4 .� VAUD FDR REt;u.N2. UFE SAFELY AND E Z !ice ��_PAI�L_SiSgld Wi 9o'rEO ACE oI"'BIEEr�ee i q DID men aE oK MA 1. sHEErs a THROUCN ry t .-T� - I R+1. I ( H t _ /2• t �• !, o�RNO wA�D i IL`_M9�—, (wgM]aw�oNf�n. slliw t CONCRETE I I �I- I ! ED 1, ♦:/� 1 wTn`s' _ mrA�°eW /�_,E2� KEOMAIED. , OM.H. I tl.n. I__'.:i"'y�' 1 ,.` I .� r ,1.. ,may.• (�_� p��L E.D - ;��• \. 1 NMr. • I ,r ac _. - �6 -T '- I .\ I b 4) I i I s I i- -I W< L a4 w.I pOSTNG PQuaEn ; I I I I it - r• i Rix' i:':.' ; �1 -D I-•l�P4 aWAI""t". 41r OR -ONCRETE 1 ; (D CCONCRETE 61>xK t t.:- Y .• , a I ! AN. J _ _ N 1 i CASE (PLAN) ©°1Q+�' jN'• , ':.tmiii.L.. i__ 1. L _..____. ^. .._-_. H! 3/T6-t' a ur r..O1NelF�aluA. I 4ti 4a, Ma a I 1 CASE 8 LANT �� W� SGIF 3/4-1- __N ; & AT V _.-I ; 9 !-2'I • _..j ,n Y. T, 4N• aMN N-N r av,v. l 6 wr. 1 I /••, . t IN• ,�, -I,r W_ .IWaa._1 Lam{, AtgF YMI H/aY . H MH• ( ,. y ' i TWA ni �CMMI,IM i ,�i 4 WgKM IP001I Ht•4L I. w f eea � ro MMAf[ _.O m ©II� to 1 I I t ;W-,- I to arI& I y+ + I up --- I I a 1 I a r. r, 4M' I n _' I I A�WA/VaIIo•• 1 Tpi r. r..WA 11 .•� F l 1 3 I 'T, ft�FLIO.. I 1 A[Kui1 v11r -� I I e Ta 1/4• o I ' N. I Wi - •PAW raAIN&y�� EXISTING PWMM E D { - I m�i a IVr Wtr H,AI,a' �, GOMaHtE KOOM CONCRETE ON` H E D � 1 CASE C (PLAN) /+�E's f IEOUIf® '1 I IX14iNC PDI1RfD I SCALE 3/16-1' D LAN) 1 CONCRETE OR �� ___ _. __M 3/3/>6-,: CONCRETE SLACK -i I 1 REWIRED. / 7j2.—iej4/p2�/,4••�S,�i/}4_ A .._ W�P-Y IN _ i t : SL'wIRMT a M' PG Mr'•I„� — qaW MAWKn.. AI aAWi n M�MiM} .�/' -'- --' -- __ T 4 "' =% pp�M".1MaP IKA s t,I�,� Mg 40xMYb NIII pM•IWgApOc (DPP W� ifallW i lq W �- ,/ OMNMM ANCHORS J. . _ -1/' an^: \ :'•_ HMW rWKO A MNOWL P _ _ _ _ - (SQ SCHEDULE OI - (�tSSCl�IAES IM1 1i1•, � C-R _ - � �I 4 SHETS a THROUGH 9) LINING ,(y� /2, 0 I .� ll°4V17 SCALE 3/6-t• SCALE 3/H.1"—LTSA.eFMM ao.. x - _=EnsTNG a NEW I' WIDE . VARIES . 1/s'. _ E.D.. EDGE OWANCIE �. T a Ar" 0rW1 AraJW THICK ALUM, TURF ON 1' K (SEE SCHEDULE ON 'I Oda �_ - ClLSE F (PLAN) _ __ BAND 1 P.T. WOOD PULE SPACER-_.�.._ SHEETS 8 & 9) SCALE 1/16.1- WOOD 1 -0 _._ NEW 1- WIDE a VARIES s 1/e- , 1 `-' NOTE F"ai COMffi!#TMM) of BECTbNS: A ALUM, TUBE OR I" VANES i- PT. WWD PLATE SPARER i TOP & BOTTOM MOUNTINGS CAN BE 9EwMD TwLK c x � i COMBINED N ANY WAY TO SUIT ANY CASE E (PLAN) INSTALLATION. Sf%4L 3/l4.t' .1 �� • • 811EE,5 aO THWOtIGHHON 0) ' { Cont. A A. lLJI r • •'• H� FLORIDA BUILDING CODE (High Velocity NuMcom Zone ED-f; MW. LURK W r. �:' ir. �GaICWER .__. VACEA (>a 9areoAL 1 1 2' Min. CCNVCREtE BLOC(( / � E TTAWIr : WOTo ".1YCo. WC Pa.. aN WELT . e D 3t MPS. REouRED. ! 11MNIry H1Owr. E 44167 ': = 20 GAGE GALVANIZED STEEL 5TgtY PANEL DeWr er. 4 SECTION X-X 3 C I* B; �J �� /� SORE 3/6-1- q, 5 TEOff- -, -� -� GLOBAL PROTECTION PRODUCTS, U.C. DETAIL EQR SMERS ItI99111IRM Al me OR 9 E-- r �i �% INc. - 4elo &w. sl (TWEE y jMMM TRAM ADJACENT TO /WODt) RANDS :��1�' RIOt.r eW1,.,_-re•,a.W —R r Pwa{MM)nIsaP�,Ac314(aa.)eM Im 20-176 •' �I,�-t2''y • ... ,rM (MM err-tRe . f : to" m-HMt !t Y s.aP Ar CA-0006719 dllKlla 4r. TT v A WLI1T A., PAL - -lAEEt s a » u1 PRODUCT V 1. 'An=AUDRT NO. 2204717.82 2 22 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-90 standard as r section per o 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. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, 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. I123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. IOKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESIS-TAAANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. c _1 = - \1GENSF i = ter. 67 ? �5 * '* i , S-d0; STATE OF •moo r 4, �,T•'•. FC0R11) ``.,.� , , , r PRODII(:T EVALUATION 10. 28-.M27A2 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P:E.D.), drawing No. 20-175. S. MATERIAL Ci•LARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No: 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. rx J1814iolM011• = 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared byTifteco. Inc. and signed and sealed by Wafter A. T11111, Jr., P.E_ 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code: 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. THHt, Jr., P.E. (Florida License No. 44167), President of Tiftece, Inc. (Florida CA-0006719). \ 4*..-''�CENs� .!�% c �� a : �7 D:AT LTECO ADMON RECORDS k P. E. REPORT.20 t GL@6AL PkO4�,GtN P�`tl0.t7CT6, LL-4 GALVANIZED STEELSTORM PANEL\DRWG#2D-175k REPORT#209727.Q�V,C•. ORIt) '+' ,,.'ONALE_.1, 1/4. 2/4, 3/4, 4/4, 5/5, 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 & 7W/11 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNEEM 8 & 9 3- tux- -1* � �,._..__ __.-__ FOR W� SEE SECTIONS ON SHEETS 10 & IT -7 I MN.'" /� O O O e D.M..(D.(0) ®+® ,, T--1 ',--l_ _r__7___r_r_--r-'1--'I---_ -r r i,_-�._-Y___1--.T`_-T_-1- -t--T--- _.__. __T.-._. o V•®+®•©I , I I I: ; 1 1II a ` I I � I (s I i I I � I I I I I I 1 I 71i1 E I } I ,,;v - ,_4, fl it--J, �--- J1-1 _� I I `! i I^I I 171, , A �tt I I_ . I l _ f ..I BOLTED PANELS W t H-20K,'_ __ ` R UNBOLTED PANELS I.-.? / / (SEE SECTIONS I T WIN M.S. BOLT . 7/8- : 3/32' _+ I ( 11tMNCND1Ti O FA OVERIM APPLICABLE) r' 1 I i I tSEE SECTIONS AS APPLICABLE) ' i r I _1.1_ .�__.. , __ _ :_ _ ._..1 . L_L_L----1--1._L.1 I T i ) r i-- T 1 Ea I II ir 1 I I I 11 I 1 IJ�I I --1: = . - 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, -- 3. NO _ 1W/10, 2W/10. 3W/10, 4W/10, 6/5 5W/10, GW/11 & 7W/11 .. ANCHORS: FOR CONCRETE SEE SCHEDULE ON S4MIS 6 & 9 _---.-_ --___ .__ FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 _- -. ____.. - REGULAR STORM PANELS nI & & ELEVATION N.T.S. 2.6Y 1/4' MPK. GAP (MSC OERI .1 MHoLE WLI£YJ I'll `:- 1/4' i •,LIMN,\--/ J MAX. OAP 4�•trt;�, ill. „ j . • --� a♦� EN ` ✓,D FLORIDA BUILDING CODE (High Ye(oe Hu cone Zone) Ill ;' am °moo' W. 20 GAGE GALVANIZED STEEL STOW PANEL FP' No 44i67 • * : owm f.. SECTION A -AI *? * ' =S GWBAL PROTECTION PRODUCTS, LLC. 0f/ N.T.S. q ATE •4a( F- -'r,�M INC. .p +coo a.. a, mQT O,E ., ORI IP. Ia a w to KMWn Tree w air PNac, a6I D"E n iT3 4 20-178 ,�j, • WALL ow __ moe- o"D m_tAH m1iqti 7� Taw. n c (nlpsl-WroT o rM c NW '-M N 1'• T h HML7@I A IM .I.. PAL IT' R WM 3 6r YW t INSTALLATION INTO EXISTING POURED DEIAILS FOR REGULAR PANELS CONCRETE OR CONCRETE R) & dA BLOCK STRUCTURES ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 PQOgEp -OR 2.20IEI BIDCK pgVREp _4 GHCRET BLOCK - .. - - K _` _-___ _ _ _.. _._ .._-.-. FOR WOOD SEE SECTIONS ON SEE? 12 3- REOURi6.Y_.a .•. 6� 3«BDAE = EBd)ImUlE ! Nos. REWWED ATIOHDl6 1' MM. _- 2.67' MPs.� O~--1.N10lf VALLM IL 14 am wo I' W` . d1 I4, DY 1 .-_-_--_ -T 1 , __. - _.. .1 EI .. - _ -N .. Cj I H I a i _ ,I. - , I I� i I ; - i _ I `�\ I 1 11 i 1 '. I 1 I 1 1 WX\ \ :•� _ , I . 1E.� i L1� _ -- - ---- MAx _,_ .-.- 1 I II`..- 1 I 'o "IOU 1 _, 'I' i t, 7WaI�G HIIIT a I' d+Oa.V Nj III a _..� 1 , ie Lea 9�IDMA[ I I I r F W4 MOSI,M1p 1'A (SX 1_ F ^ 4 ' r 1'e I � _�H.1/ 1 f i \i A 1 a WiR _ I ! No i 1 f6t f,.I I I I - I II I :. 7 I It/� 11`0•- - q?{� YWIO t11 �.Mii .i- ------"i _pp .. ,i//46YP-Slot• I -____ �s$y �7WWN NUT Gb. to ''_ __ _. L __ -_ _ .. 1tp/4a-�IF4WA •i_ _ ... 1WYq x. a FAW _. I $ I `. I I -. I i_ I III I � OF Y• J•• �'^ I .: I I I I� 3 1.-_.._ _- _.-__ `--• iVPNi L-._.___.. -I_ L .._.... ."_... i I•' I ' I ..i. , , . ! I . r y + ,71 I - I : s-' : i r �1 T I--gAK aAbs--; -l'; OF 'L' �W5 OeT _�1 � " aAas -) ii -3= Moe. A I" 3' YaI.i- :.. DAC,O-® 41111.16I I• M'i, _ OF ' '- ` i -� MAX " MAX ti',`':1 // ILIA'" OF 1 ' ;;' ;', . 1' W. WAX -. - ANCt10N5: FOR CONCRETE SEE SCHEDULE ON SHEET 4 _ -. FOR I 7 I WOOD SEE SECTIONS ON SHEET 12 MR,ni"Ir� E . . ' IT REGULAR STORY PANELS k jQ ELEVATION ' t' • t4 % OG Li - , i // ' P I I , ' SCALE 3/3Y.1 1/4• MAX. GM J....- -t - f ' 11L//44' ., r � j !. .1 I ` 1//4•►-20K3/4` 5.3. BOLT : -W/ 7/85t3/32• WINO NUT I : : i L -1 -, '. tar (MOH 0.9U? -!_WHOLE WI LEY) (7 . .-_ .__ - - _ _.. .: .....I -- �___ _.,�-___�„*� ._CONdS1E ANCHORS PARODIED W 12 1/2. O.C. '' t.. `EXCRETE. NCHP� __= SCHEDULE ON (AIKL6IE ANCHORS '. __- (SEESCHEDULE 9 ON 1/4' MA% I :-3 �Y W/ 4T1C ILLY SCH[DAL ON ' !) SHEET !) I _.WMI`JATE OR SECTION A -A (LIM.) �pD(t�p 1CO ltltETEI OR 11.1 dlJtif cam OR_-_. '- = owtmam 1?!II I 1 ldIINSeMK atouELD COCK SCALE 3/32-"1- SCALE 3/11I SCALE 3/l -1- SCALE II;M, NI '':9 sf $JGEN ;' FLORIDA BUILDING CODE (High Velocity Hu cons Zone NOTE FOR ca61TB9NAATTDN DF sEcrToaLs; = =• itto 44167 ? D 1%ROo. W_ 20 GAGE GAI_vANM STEEL STORM PANEL ORION `PW. E.D. - EDGE DISTANCE CSEE SCHEDULE ON SHEET 9) TOP & BOTTOM MOUNT NGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 0M ALI.ATICN. * : I� '� "' - DLOBAL PROTECTION PRODUCTS. LLC. - W'". /', so ';�•• $ TEO�� _�CO INc. �: f R10t' � — CaMfANY � R41337& Imo. 1 ! 20-176 ,�',l�'• A,L;••. -J S/ NA WW a.A i r ant, Ifler AWea K Nmr PAtoNe (9Nrs►-76H6, PAX (aa)eey-I»7 n-.:OHM m-OVAL : oMu m_tpf rMAr - rr .r IIW,I,aIC NI #''+AA „ �T< a 210, I S•LTLII A 1WAlt I. P.E elm a MW % _II ' ^W W U) � Fu W ^` — U I_ U O� 0_O L_ c — .0) ca-0� -•--, U a) -II to a) -6-• = =3 ICU U 0 CU � to = 0 0 Q a) C O _ CU LL 0 CU > •Cn CD O � CL _0 .� C/) Q E Z Z W J i Cn (1) M U L L 2 LU 2 Q Z Z Q J 0- 4 -0 N = C/) CIO L_ I- U O 0- MM W SHEET NO. SH 1.0, ' ,. 3 • . WALL AND FLOOR MOUNTING INSTALLATION FOR :'aaFJR SPLIT PANELS `� N'AP•J _n, r . caNDEE PAR • a _ ',/.-, � r a'• ,twN man �'P'w.. 1 , ,.APO \ r4*. •'4-•' - Yd'S1/a'rr-4' - - �-rT- \ WNOE,E \ A(aA0-tG.y •NCL I ,\ -� . 1' Nw ..OL AW1•II[DF f •a. T - \' ((eM0•Z .E 1 Y, aTAIl01 'W.y 1,wU man _ --f S/t��E•TMIVI 1.I/e C t• 1 f APPUD\GC '� 1-0 _. - MORE A amVA3pr.. T e.I:/4112 �%a• ' _MNl/EO.-- -R ..4•_ = i Btm I I roro°Ds,reliW"w° , ON SCy c+ 1/4 . 1' 1)ErALL l \ 142 1 1 NWD. •/a-r u.. FAHRL \ • • / 1 ! fIOWI PIU9err Mdq % ,t•_ ,r N!A R•,. '>2A P•f. 1R a[11. 1 / ` �•-•'/7 r4atAN HQ si }tea I - 4o►T-N .ua n.mAa-T:�w __ • . u � 1• __ 3ORDNE r 1HB eHcn ; . �11111 1 I �- 1 N Ityre. (r--�'1y1'../te^. IFIDON _• si s u . r to Ynu.11, BLOCK � \J 0•d - '-J• ---I�.'F�.o w�iuo lira maa i 3 . ® _4 - i y• ; I j 1 • ' FI�•0""A17 . . eU man : •_ �s L le. n2 I OF IAA -1. -]LA -1. _ _ . 1 Ar-A PHHB[ T 1 �, I 1 !I� 1 ! M YI_ 3 (*w�ioP i owe ) 'n� - - ®� t' 2• � - ruf011 svN • (>Q awAN 1 I (� E{. SECTION Y-Y \ SPLIT STORM/ PANEL ELEVATION SCALE 1/4-.1• DETA 2 SCALE 1H•-1- 7 w.".c.�.A SCALE I/W-I• t ®at a YilO1M.r eNL l +w ,. /,•,.; y'` 1 I 1 r.3 / (/! SDNmvN) MULLM SCHEDULE 11� ALMOST-- r W.. W`ALDN REOUMEO %W 1�IJ E CONCRETE AMC"" SPAN (Ft) • nm MULLION " E.=-= 1 I 1 s' IDIODI s�06lWt N' °Bwl�r[ M"�Dw y .... 1✓ T' > 4•-TO S•- r r r . 4• . 1/9• ) 5•-8. TO a•-10" 2- . s• . +I9•.• • . 4• . 1/4' It,HOe,E ARIDIR \A 1�r'' VGEN,.'•.,� - ; _ - RNy,M'"+7V.BOE i;5=4)x....csuaE MTNc SECTION i PARAl1F1 TO S�5 t M. SCALE 3/8-1- NOTE: :ALIGN CAN ALSO K ALlm W/0 STORM PANELS M TOP aR BOTTOM so TART ;7 LOCTTED AT TO► OR BOTTOM OF OPONNG- (ONE M>INEL OPENIA) Uffi TOP k BOTTOM) mew • r 2 i m weal r I'. A.NPr ®� I iG"rd, rue 99■W I i Mw T 8a I 9 Haw E°�vnr°naH �• aAa i E I i BUILD -OUT WiDUNITING INSTALLAIM -ALTERNATIVE SCALE: 1/4- - t- 1w INSTALLATION DETAILS FOR REGULAR INTO EXISTING WOOD STRUCTURES F"r-a ,7, '/� More Sam HIaNPw I %' 2 / 2 PANELS j do 1 I 9� pp tD rOa• � iP Law I w aua � I AVALL MOUNTING i RNSTALLAMN - ALTERNATIVE 3W i -,p•, wNtA44•r.. --..- WALL WIDUNITM DWAL.LA TIVE 2W SCALE 1/4• - 1* NOTES 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 P.e.t. AND PANEL'S LENGTH UP TO W-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR CnuOMMON OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CELLINQ t FLOOR MOIRNTINO WALL & FLOOR NQU nN0 IIWA jATM - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE SIN (SECTION AT TOP Is uwrED To +55.5-67.o MA)(. SCALE: 1/4• . 1- A-S.D. DESIGN PRESSURE RATING) ;CAE: 1/4• - I' I .NCH:,. I I r.r raw m 8 c.w +e•es 1v FIIeH Nu.m -._ _ p• IAA RaWw • •'.a a�/ J�•r nFwar _ _ - - Fppy�, 4aP Oeea oml F1DOR lKlUKTING NWALLA7ION - SECTION 4Aw SALE t/4• - i- CONCRETE AMOORS CONCRETE A CHM FOR COHOEIE ANCHOR: SEE SC EDIAE ON SHEET 14; -r_ FOR WOOD SCREW SEE SECTION CH SLEET 1S 1G ,W 15 (SEE "E[T I )� (SEE vHm tq� .; % 11 _► 4 ` Foul" CONCRETE t p5p POURED CONCRETE I -- (-- ----- -- r - --- - - - IEDLwem i cam HM 14 S NAIAD I r*E UFO` to D I ISHEET . fOR TT`o GLSS SEPARATION lwllSTUD * ro EV pC. a 7SMNFaW' . ',/r DD 1IW/ I ro a'at� s / • R , O.c. 3• Mn (cAa q II ro • ix ,/x o.a (SEE R7. , t4 t1 (sEr xT. x/u) I a I G O U� CONCRETE� # BOCK TRAIL RIOUR ED /15 ALTERNATE LOCATION SAFETY --I ON LSE SAFETY PANEL L- cal - .. -AILe R/ND LIFT REGULAR PANELS PANELSOR- SLOCATION E NOF IY PANEL (rJ NOTE 1REI.OK'j ( -- --. - - - - --. _..-. W/O RED" TRACKS (SEE NOTE 1 BELOYO r UST PANEL iiT ro K aRETN1ED As ( CONCRETE ANCHORSSCIEWE M �� '' �� -� � OOFF LIFE SAFETY gTONy PANEL OPEHND SWLL WwfOGE OR K1NT5 BE 1K10NDED r/ REAL NANDf S,QT ,a) - H9AED' � MN. GOIDR�I) TO K NSi�ALED°DOR R ON FROM I° IN90E CaA CONDIETE MNCCpR / 1 OF STRUCIURE. (SEE lCS.M .) -t0. NHEET ,.) T ELEVATION WALL MOUNTING INSTALLATION WALL AND 1L� MOUNEIt1G INSTALS ANION SCALE 3/32•-)• SECTION 1 SCALE: 3/8' - r• - SECTION 2 - SCALE: 3/9' - 1' 00. 1/.• Mar. rl/.• Ym. GrP GAF NOTES ON LIFE S.crrY STORM PANEL SYSTEM INSTALLATION I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) 1 wONOE t) L�ARGN OR AS AN INTERIOR PANELNT . CAPANEL LOCATION IN BETWEEN END PANELS). B •t1R PaH13 B AT MLA P UFE SAFETY PANELS WY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) �+� RE Nam IT 2. LSE SAFELY S'W PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION B-8 PER C011POFEM (9 . SHEET 2 OF GROW. SCALE 3/32'-1' THE PANEL ALJ.OMS ITSELF TO BE REMOVED OR INSTALLED FROM THE 11510E OF STRICTURE. m `I""pNTIu J !. LIFE 54FETY PAN¢ REQUIRES TOP TRACK IS DR COMPONENT k BOTTOM TRACK TO ,ilGY BE COLRGHW ®As PER SNCE'T 2 OF THs f1RAWING. 1`• COMPONENT ®MAY BE OSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k ENS ••' 2 ON THIS SHEET. AS WELL AS DETAILS I k 2 ON SHEET 14. ; ' \G F •., 4. Min. LENGTH FDR COMPONENT ® S t5'. FLORIDA BUILDING LADE(High Velocity Nu cam 2ona Mot 2 � 14. COMPONENT ANCHORAGE AT BOTTOM IS GIVEN DN * • N0. * : ¢ awo aTE1». ae. 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES $NT ®MAY BE PERMANENT OR REMOVABLE piE a.CLMOM PROTION 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET IS- $•L 3-�• OR '' j ' C INe. Q , STOW r LLC. Dau o 'NE''•' u� • coMeaNY DOE FL 3131. 20-,76 6. SEE SHEET ♦FOR DETAIL APPLIGBLE TO THE NECESSITY FOR THE NSTALIATON OF NyA SS ONAL M A A ».,err arse .L Ala Hoc (ma•).R-nu. CAI: LaaH>.ee-a% SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BIDS. 4AH1H IRA / w-. • W mcA-eoo6T19 am m-'O1 rWsrw r a. Ors I> a N4 Pi RAL/JRAMnAE/OAR mrLrol A iRlNl M. P.E ISQt U OF 2/ MAXIMUM A.S.D. DESIGN MAXIMUM (NMD ONLY rm pmamma PRESSURE RATING (n...i AND CQRRESPONDING PANEL LENGTH "L" SCHEDULE S N4TALIA71016 AS PER mcnoms I THRLI 10. ON SHEETS 4. 5 t 6) MAXIMUM A S. • pTm W/ 1/4•P-ffit• $S MI k WP~ A7 CUPW k 1RH4M OF ROW - DESIGN PRESSURE RATING .S.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS ('1) A Q INSTALLATIONS IRj{>;EXISTiNG CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS RDA ♦D SimALJATtom As PER sEcnms I TNRU 7. ON SHEETS 4 Be 5) a`NLNNNNIAFy_. r` �SE� A:•tkU�/t a3p•''v,\GENSF'' FLORIDA BUILDING CODE M Velocity Nu cane ton• No. 4167 elm TEt6°a• . c 20 GAGE GALVANIZED STEEL STORM PANEL. l Iir Ohm ,., F[ GLOBAL PROTECTION PRODUCTS, U.C. DAB: SyO.N`'• lU1' FS / /100 s.W. s, St1EE1 �F - a r m ram. aM1a E a aF,r aaE r1 a3t. NHDNE (Ir) R ?ML FN: (Eaa)Re-tn7 ."' Da9 " _Nr . D.• a1_,r 20-176 A/ NF M l RM/BRpTUREiOAIE a" �•� Ma. ,r We.,O Nx •lFLO A ie1Ji Jr.. P.E raW Utn M1 BIEET a Or 1S I I pNUD4W wSO. RA9N6 tlPr. L IL IfNGIH (SEE �•� � � 9 AIO NN OD1eRYgg11 OF THUS +SS3. -72A 7'-r CR LESS 1 t/4' LRepLTED 1 7,IRU 4• 7 .sas. -no »•_r ro r-s- Mw. x 3/r LRIBOLTED , THIU B a 7 +m.o. -71.0 >a• -a' ro i1•-r M•.. z I/1' ' •� a .•ae. -.ao tr-.• OR ,Ess 3 +/z• • °tlk'�Da�JH'I�''N a I • +a MAKRWH LSO. OCSeNN F'•ESNE RATING TILL � YAKWAN INOIORS 9PAOr0 FOR ED. - 3 1/x' •• SECTION // k ANY COAeIMiNON ? flEll YAIOAN PANEL i LFNOnH 1• (ti) TAPCDI O TAP -CRC CAUL-N PAte3NMOC IEAMWE 0 PANMMAE RY6 ro COKRET[ CONCRETE NILDOL ro CONCREI[ mIIORE,[ alga ro COHrAEE TOIIOER BAa ro CORRER CONCRETE BOOS ro CaNrn[I[ OaIrOEiC elms r N/A WA N/A e" Wa N/I , (TOP) 6' S' WA N/A e' r 6' r •' 6• t (BOnDM) e' WA WA WA 6• WA r N/A 6' N/A 7 (CRP) r WA NIA MIA e' NIA 5 WA !• N/A 2 (BO*rolN) I f aM.s, -7Z0 a' WA WA Wl a' WA r WA a- N/A 7 k 1 (TOP) 7•-5' OR LESS DR LEss a' S• WA WA 6' 6• r 6' a' e' 3 (BOT70M) e WA WA N/A e• N/A 6• M/A ] �� e' s' WA N/A e• e• e• r e• e" 4 • T (BortoNO WA N/A ,2 I/T ° 1H• tx 1/3' a ,/.• a ,/•' a ,/r a ,/4• a ,/+• 4 9EE 9HELif to a 1, FOR AICAIOIIE COPE ! SYK•111G 1011 NSTAJ/OIONS Piro Of1D IIMIE elwalla IImRAAN ANCHOR 3vAlaNn AND MI•ar EDGE omANCE ARE mDD"ED M Has EDEoutE. FOR tA. LtSS na+l •IODATED M EINHED4E REDIUCE ANN>IOR SPWDNO m MILiWInq fAACNG SIONH M SGEDuIE m TIE FDLOIPD rAC1o1R. FOR 116 o►OIO,ON ro R Poa•eLE. REDUCED SPApIO oBTAFED UeIIG FACTOR 9WL NOT R LDS it.N ."MNM el'AfA.O NOGI[D f011 CCH MIDD• TYPE AT A,IOfOR9 l6LW. ,1Weea TWE _ - 1/4'• waw t/41 _ is tssl� ,/s•• i ,/a1 ^�• -)/41 _ wR-aw 1/v men-mv t•. rr>r sMGr w 3 l , 3 i ,p s a! W tylG.rlW eWr 9W 3 ) J 1h 3 ,R 3 ,R Aa1L E8 NBR �eA a10Ns1 I/4' LD.. 5/r LMG SWISS 2USW4 W/ INSTALLATION 20d' a HAMI D DETAILS FOR REGULAR PANELS n & CIA PANEL a UP TO. 14' INTO EXISTING WOOD STRUCTURES CDR tEID1HR U► ro r-6' HMG. KI /t.-,0 = PAEUMT7E FEMALE D OR P'A/D1MTE PUG • 12 1 r 0. C WITH 11/r Mn. THREADED tlro RIGGER FOR ALL tE/1CTIR V 'I''i t it ---_, � - ,/i/•,rBOprI•.DwWR,,m�. R' D.0 VI lb OTew WalaO W00t. I ', jl •I 1 , I h t -iAk!/i>wnia - II IJ �I" I :i� ED ;'II 'll a OP EDI - 1 - 1 L. I aA "�F1°°A � , - I : `AXO IEAAeI 1 WOm 1 tOUIRD I - HAS 1WGMO WOOp 1fA0d 1 � I IaAIJPIm i 1 ALTERNATIVE 1 W TAL ERHATME 2W SCJM.E 3/B-,' SOLE 3/6-1- 1 1 I t , 1 SCHEDULE s ll SHEET a RE FOR FOR Cot SHE a i r m t>� '� FOR w SEPARAr" I aoN a11q N • V ,/= aC. m GLASS. I 1 _ Ell' r ( EaSO 7 12 . ED 1 ED( I rot / 1/2- E01 EO �I`' y ?w Lin aoo0 nArt • 1/•' LID. 5/r LOW BI SS BUSHING W/ ,/41-20112' S.S. M3. • 6 1/4' DC r t� w000 PWE • FOR G.c. t£tDw6 UP ro To w r t ' i ,/•' o.c. P3R LF/wTR LIP ro s•-e• Mr. (I DR p._,o 1rANOJYIi FEMMUE D OR r ill PANELMTE Plus • 1x 1 0. a WTiH , r I _ '.. ' ,pvya tICAE•e • r ac . ALTERNATIVE 3W ALTERNATIVE 4W 1/1' 1Nw nwumEo P AT I.OrIOTH LM EKISnIO ,.Coo CUTE FOR ALL umocr13 up TO r-r MM, Y.•' MUTE aim • IomN CHI r1AlE SCALE 3/8-1' SCALE 3/6-1- _MON �Oiad�i SaAN�.`NNOR NOTE 4A1rTEN TRACKS L%Q TtONS RIOT SHOWN FOR CLARITY ��y �Ey"O Y�R SCALE 3/6-1• SCALE 3/8-1- MLQIE51.......... NI\Ia1N1MNN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS V •' •. UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO B'-B' 3P: �CENSF FLORIDA BUR"DBIC CODE (Nigh VelocityNu cone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 0'E. �D Mao" "E PINE N O. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. N0. * 20 GAGE GALVANIZED STEEL STORM PANEL ND FOR COMBRiATION of SrrTFNc: _ a•. St-s=_-__ / L E C 0 ,NCH. GLOBAL PROTECTION PRODUCTS, LLC. DATE: con, FL RIO `�f am €E a slfw TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY •f AEC •..... / SS/ A ( ... J.M a• - m ve.•.ama w avr "•-' wv ^•-'s .'-' Oral Mfinr PHONE,, (w�7/y Fw.' M.)60-$M 2 • INSTALLATION. ••ry Lire w1 O-DaDa7n en A Teln a., PL e.. r OP ,7-,r r TART tl OF >r STUDS eOVERL�AP (12 1/2. O.C.) TO FOLD PANEL ALTERNATE LOCATION AT G1D PANEL sTtIOs a EVERT aYERLAP 4i02 1/2" o. c.) HOLD sA' MARL (CASE +)- 3' JAM. (CASE 6) C 1 r I t I rI II ,/4• SEE INTER R PANEL ENO PANEL M•A. ANCHOR Mx ANCIDR sRADIIO svACNG DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.f.) AND CORRESPONDING MAXIMUM PANF,J. LENGTH "L" SCHEDULE (aPPlHf4Gc ONLY TO [TOWNS t A,a a :TEo FOR rr SAFETY STORMSTYD SYSTEM ON SLEET 131. PA R eta wnpL)Hoar.l Ma.KKH IoaMm. wNrO. fWJ (sa Rt1cx6) w aw mma .a6A. -7Eo r-r : s/.• 1•Haa,m MASAN RSA. DESIGN MT E. 1APCOM O RIP-W CMA�H PADWR MALL 0 FMIEIYNE PLUS APPIJG,RL ro 2mro 6 N a TIDH a WWW PANEL InNaiN 1' (ft.) CONCRETE ro t� Od � To E TO RD•m. TO To 9Im1 R) YxR G 6' N/A N/A N/A 6. N/A 6" NIA 6' NIA 1 k 2 (TOP) 55.0, -72.0 9' 7• 9" 9• 9" 9" 9" 9' 9" 9' t (BOTTOM) 5'-C' DR LESS +55.0 -72.0 8' N/A N/A N/A 6' N/A 5' N/A 6' N/A 1 k 2 (TOP) s'-0' TO 7'-6' 9• 5- 9' e' 9• 7 1/2' D' 9" 9' 9' 1 (BOTTOM) 6• N/A N/A N/A r N/A 6• N/A 6" N/A 1 k 2 (TOP) 6• 9' 6" 6" G. B. 6• 1 (BOTTOM) wma. A.= DILSMM PRESSURE iM , (mn • Am w Fulm w O metwo GAY . mm • r Ma TRW TmP OF Raw APPLICABLE To SECTIONS j k COMBB440 MAMIUM PANEL LENGTH v (R.) T - _ OF THEM +49.2 -51.5 3• 3" 4 1/2• 4 1/2" 2 (BOTTOM) r-6. OR LESS +52.8 -56.0 3' 3" 4• 4" 2 (earloM) r-a" OR LESS +55.0 -72.0 2 1/2- 2 t/2" 4" 3 1/2' 2 (BOTTOM) r-8' OR LESS +55.0 -72.0 2 1/2" 2 1/2' N/A N/A 2 (BOTTOM) 7'-0' TO 8'-0' +55.0 -72.0 N/A N/A 3- 3• 2 (BOTTOM) 7'-6" TO IS' -a- SEE BEET 15 FOR ANCHORS TWHE • VAONG rCR 04TAAAAMO INTO WOW FRAME BIIDM MIwRM ANCHOR SPACON APO IeNMIr EDGE OSTANCE ARE PDCATED M THIS SCHEDULE. FOR ED. LASS THAN MOOED M SOOOaE R[DCE M40M SPAC•NO m NI LIVONG SCACM SOWN M SCHEDULE m THE FOLONNO FACTORS. FOR INS OPERATION TO R POSSIBLE. IEOICm SPAN oarrAN D URHC FACTOR WAL NOT R LESS THAN I•INAs, SPACW. NOR•ATM FOR EACH ANCHOR TYPE AT ANCHOR LEGEND. 1/41 tp•. 1/4•. ,/41 AFODIL In" _,p1 IN. Amo m ,1MC1e GA) 3 ] 3 3 2 1R •wr.Mtlfo a-) J ] ] J J 0-4 mlrr Ey 3 3 3 1/2 3 1/2 ADOBE to "K Nona ►ROADS _ m FLORIDA (YAuG or6.r FOR PANELs6)& WA mALLATi0N5 As PER SECTIONS I Tim to. ow SHEETS 4. 5 k 6) UWALIM WaMM MCHM SPACING FOR ED. - 3 1/r •• SO. DESIGN DESIGN TAPCON OF TAP-W CAn-N PM41MATE FEMALE D PANCAME PALS SOLID SET slcnotBLL ro S[CTIONS / • NIA1aIR•I PANEL PRESSURE MTM (Pei.) To OGNCRCTS ro CONCRETE BI= TO CONCRETE TO CONCRETE BLOCK ro CONCRETE TO CONCRETE BLOCK To CONCHAE TO D mmltm BLOC. ro CONCRETE To 00" RETE BOCK ro CO mm TO CONCRETE OLOCN ANY COMBINATION OF TIER LENGTH •L• (N.) 6• N/A N/A N/A 6- N/A 6' N/A 6" N/A N/A N/A 1 (Top) 6' 1' N/A N/A 6- 6" 8' 6' B• B' N/A N/A 1 (BOTTOM) 6" N/A N/A N/A 6• 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, -12.0 6' N/A N/A N/A 6" N/A 6. N/A 6' N/A N/A N/A 3 k 4 (TOP) >7'-5• To B'-s' OR �� 6' 4- N/A N/A 6" 6. 6- 6• 6• N/A N/A 3 (BOTTOM) 6 N/A N/A N/A 6" N/A 6• N/A 5- N/A N/A N/A 7 (TOP) 6" 4" N/A N/A 6" 6' 6" 6" 6" N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2- 5 1/4- 12 1/2' 6 1/4- 6 1/4- 6 1/4' 6 1/4- 5 1/4- N/A N/A 5 (TOP/BOTTOM) 60.0, -53.3 N/A N/A 12 1/2- 6 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/0077014) 8'-B" To W-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/BOTTOY) 8'-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 1/4' a 1/4- B. 9. 10 (Top) �A -48.0 8' 4- N/A NIA N/A N/A N/A N/A B' 6" 6 1/4• 6 1/4- a (BOTTOM) OR lii5 6" 4' N/A N/A N/A N/A N/A N/A 6' 6• 5 1/4- 6 1/4- y (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- 10 (BOTTOM) SEE SHEETS 1L 11 AND 12 FOR ANCHORS TYPE • SPACING FDA INSTALLATIONS INTO WOOD FAWE !BUILDING. MWWM ANCHOR SPADNDS AND MOM M MOE DISTANCE ARE NDGTED OR RR S:tEDnE. FOR E.O. LESS IVI N IDNATED ON SCHEDULE REDUCE ANCHOR SPACD BY MULTIPLYING 9PAORIO SNOW ON SCHEDULE BY THE FOLLOWING FACTOR. FOR INS OPTAHTON To R POSSU4 . REDUCED SPACING OBTAPED USING FACTOR SMALL NOT R LESS T1WH Will" SPACM IDCAIED FEW EACH ANCHOR TYPE AT AI COS LEG", iaPcvN tl 1AG-O! Atmium PKIMA�R au-N laud-R7 OL ANCHOR WAM DA3 3 3 J 3 2 ,/1 3 •GOO asrA.a e.+w Pd 3 3 ] ] l ] 1/2 11n Art DN.•r mrA OA) J ] 3 ,n J 1/2 l t/2 AMM t o omu =am ► A.0 T O a 25 3' tm ,m - +m em - ], - - ,m - 1m IOe INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES dE h�l /' 1 i`/ II _ 14-10 PNEl3ATE PLU$ "'- -� 'I ,4-io P/11ELWTE PLUS \- �� _- C I'•,• le-10 PANEUMTE PUTS '-� I i 9 1 4' O.C. W/ 1 ]/6' PENETRATION ro e , O.C. W/ 17/9' i' PENlTRA7,ON ro w000 a 1/4' O.C. W/ 1 7/6' THREADED PENETRATION ro E)OSTR10 WOW HEADER , . I ; EKRiMIG WOOD HEADER RESJ{IIRCO EXISTING WOW HEADER ., -- _.._ HIRE. + _CA � - ` l • trvN aWA • . � Tan snv . • _ E\vw eno . 2' 2 e ty' oc wDoo HEADER MOOD MERCER REDUNE� r Mn. - REOIARED -3 L Er YE WFGINL M SEE S)EDINE M BEE soty" M SHEET m FOP IRA ; ro GABS. SHEET a FOR Mn RPAIMi101H ^ To GLASS. SHEET a COW HIM. SEPWIIIDN ro IRA$ ,', Mm. PA/El lFNO1N /4Y-2St,' SS (SEE NOTE 1) - p1 .• M•.. PANEL LENGTH .- ,/4'P-]at' €i (SEE NOTE i) t/.Y-Kett' Ste. 'I - Mr. PANEL LENGTH (SEE NOTE 1) -_ • (�YQY _ ill H I = EVOR, OYOEN �L, f f EVRrTOV.RN.. - �,\ ; -.� H _. _� '` _.� 1 STIR Sox 5011 OF 'L- OF 'L" MAX �( OF Y' '.. MAx I (� 2tfNr. n (� MAK 1LET3a1 -Sa10 ILE [0 -� D'a" �O • ED. F HM •.. _ T • H2 th' D.C.0.c EO. - j tic Min • {- U4 SCRW/I 0 6* 1S 2•.4' WOOD PLATE - _ I r.4' VOW M7E '. .� 14-10 PANDJMTE PLUS RECLINED RECLINED - 3O*°EMiD :. `; 2•N• ROOD .PUG. H REauAKD MN. THRGOFD AT _ O Oa• .,PENEtRATXW f I �� I I OF ATE PENETRATION MD WIDTH OF PLATE 1� -- 6` o C�s'IAGQREO i I ' L '.' � `;-- '� DIRECT ISM iffrAl". __�.;. - AT MDWIOTH OF PUTS _•-- - SCALE 3/9-1' NOTFS• SCALE 3/6-f" SCALE 3/B-1- 1. INSTALLATIONS FOR ALTERNATIVES 8W 9W k 1DW ONLY VAUD FOR \INIIIIIINAA WITHS..D. DESIGN LADS UP TO +43.& -48.0 P.W.I. AND A�1A: TI((I�,✓,p PANEL'S 6 NA UP TO L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN @r P •' LENS '• S •'•. FINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL �� J F FLORIDA BUILDING CODE (Nigh Volmi N sT7F FOR COIDRNAtiE1N OF sEcnDNs: ; No. 41 '. # ,: Ram Tem!"..rc 20 GAGE GALVANIZED STEEL STORM PANEL TOP k BOTTOM MOUNTINGS CAN BE * ; - - c •, S TEs=�_ 4 PROTECTION PRODUCTS, LL COMBINED IN ANY WAY TO surt ANY INSTALLATION. -"-:90 fL HIO�: .�. �-. _ ! ' G 1MC. .00 €W. 51_m®T INSTALLATION DETAILS FOR OPTION J� T FOR LIFE SAFETY STORM PANEL SYSTEM J I/4/.0y LAG SCREWS • r D.G. W/ INTO EXISTING WOOD STRUCTURES ro EOSiNG Wood HEADER i{I i I o} I` ROOD HI(\DU RrAueEn I '�. `KKO HEADER Ile I REaLMEn �-a i/3x• sp1g R ALTERNATIVE i ALTERNATIVE 2 OR 7 /1.) TO �• ,a 1/2' OA- LIVE SCHEDULE OR PW t•FOR Affio, I 1 SEPARATION I TO GAS I f ED, EDOIL EOH ED L I EAT.. t WOW PLATE V I' WOOD PLATE FAMI M y - B ALTERNATIVE 3 ALTERNATIVE 4 FZWJMr.a TE �� Ii.1TH 6DEDscuYSrp[nMrilorai on / , 1/2- LOW LOW SRAM auM"c W/ '/41-2a° s: It n Dc OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/4.4-a NLElAM1E RSA. D on MNaM.n FAA6 • e' ac. w , t/r Mn. �; 2/r - ,. T1HRU°ED PE11EfANk1N ro w000 PIAR NOTE SNIRiE11 TRAGAS NO .ROOT FOR CLARITY WALL MOUNTING INSTALLATION � A.Tutl ALTERNATIVE TWA' ' T✓ 3 7 FLORIDA BUILDING CO •T:@a TOEFA. TIC 20 GAGE OALVANiZEI j OF 1. NSTAJATICUS ARE ONLY VALID FOR BUILDINGS WREN A5.0. OES10N LOADS UP ro �•G , +553. -72A ME AM PANEL'S LENGTH U► TO r-r. • C R10�••' 2 FOR NEW WOOD FRAME C"MUCMk WOOD MEMBERS TO R SOUTHElN 'ti OFFS •ALE -7'!fi ' O INC. ANT , ONE ft. T, r/ SPECIFIC OETRNY Di 035 CR EOIAtL ti NIr,'5,� • - u tr. "..w a •AWN HAr• w INr .HD,c nan•e•-i! i C/) O (u O V/ U O L Q O cu Cu O (u rA O O O A' W cn W i _� cn cz O CL U V OL - U '�'^ V/ W LcLJ C Q Z Z Q J CL SHEET NO. SH 1.1 �, MAX. - �'-w"�� (s¢ sErna'S ON sN¢rs 1T 'e. 'sus 20)----- INSTALLATION - - - N I INSTALLATION DETAILS FOR OPTION jl2 FOR LIFE SAFETY STORM PANEL SYSTEM ,• MIN. (MIN/tf, 4/17, a g, �307. 7wh• a 6w/w T' _ INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1114• TAPCON ANCHORS -.._ 1/4' TAPCON ANCHORS /(4• TAPCON ANCHORS f4' TAPCON ANi1dNS N B'O.C. O B•O.C. •9'O.C. 4, 9'O.C. POSITED CONCRETE POOLED CONCRETE � PpUlIEO CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR POURED REAL ONCRE �1 `\ 1'/4 POURED CONEE �1� ,'!. UIR CONCRETE �11 I'/4 BPOURI CONCRETE Fi! \` 1/4. I ., I I I .EAR --) EU• \ T t EGs T l E-0• \ �T :01 eR� 10 I 1 j � 4 r.J ae� 4 . z \\ ® i';'�:. \ t:aNT. 1 • `+ \ £aNr. � \ �DNr. ' MCIAM saRY PNu I urt wEd� Prix '�:}.a AiYa I . • " Ca+T. `^ " �. •� 1 ">'..�: \.. anYAI , m A �` I • A r� j , 4L-x. Si r6. p tp tp (r� NAG �AAHiXn•.. 3/3T` } t-� -,:- -� -- •I �-�- ii PANEL LENGTH EXISTI♦I�,N'L 961 � �d EX6+tM'iJ �d oasnr6,._j � �a __� (SEE SCHEDULE) � i • t w A 'ti tl f _ - ji) Nd16RY M 6f$ I T. Yy3a/�y•Y•/ , _ t7i ,7. YS r/ ,/fw ..,- PAMf1 60TIa1 �Comm , I V nWW a'WwM • � t_-_�- � V I � �� • �.. .-.� j JJ11 _ i V , T- I 3' MAX 3A/t7, yn7. 6A/wtaaeA.- Ii YA a MFT • R9f nYe T, 4B/». 61y+8 3' MU , ,• MIN. 6AW'l+s. 7Aw/,e B 6AW/m w/t9. 7w/19 6 (Iw/m ,- INN. ANCHORS (SEE SECT,ONS ON SHEETS 17, 18, ,9 ! 20) - - 1 `CD OPTION � FOR LIFE SAFETY STORM PANELC1i ELEVATION E.°• (- � E°. E.Q ED SCALE 3/16--l- ; i • ,rx W YRtKi W!r WASHER ! ,/ T --'4'Ss. Y.£ N '12 J i `, 'O°A® OWLowfi inE ■GMAT O OaR� -� ® -. ®�7�. 1- %e'A~.,s/ii/` NUT "YYSHER . q.n ,is _•.... rWK .:.t Canl. v71ro a 32 "HIND Cenl. NU,�•MA•$113E/RJ ((R"NCD) • 12 1 O.C. ) 1 2' D.C.. Mu • > '. ', L. ' ,',- TAPCON ANCHORS _ / r rnvca+ AR71Dfl5 --- - 4 ""C'� 4 (STA1/2'GGERED O.C. �{ SERE O.C. �4 1/L• TAPCON w 4 1 NYYAiOOLY _...POURED CONCRETE "! SPA) -. POURED CONCRETE "! SfUD _ -POURED CONCRETE _ P.OURED CONCRETE/2' O.C. OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK SECTION A -A WALL REQUIRED ou nNG N�TAuwum WALL ND1!° DIRLNG INSTALLATM REQUIRED �01w1D SCALE 3/16•-1• SECTION 38 SECTION V Mil MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rs.f� AND ��a T/k O LIFE SAFELY PANEL O REGULAR PANEL O UFSAFETY PANEL SnuE 3/6'-,S SCALE 3/s•-1' SCALE 3/e•.,' S' CALE 3/6'-,. CORRESPONDING MAXIMUM PANEL LENGTH RLN SCHEDULE sa13`:' uCENASF'' SEEw,tET Is 20 FOR AKCRRS FynaSPACING AICIq 11R i : • No. 44167 - NINE 9wFOR M�AUTXrR rro RDoo M..NNNR ww 9.) E -- p 4�i P T I ((/l :*- c FLORIDABUILDING CODE(High V61oel Hurricane Zone) 9CD�iEpAI�E FOR EJX. Arm u�wN�Ycrwrm ION • wr�i � � 3 P�: �GENSF � y :LW,�,„ ew � F FLORIDA BUILDING CODE (High VelocityNurr MAXIMUM AS.D. Max. PANEL LENGTH SaEOLAt ItmucE ANCHOR SPACING 9, DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL ss O.c••.!i0R101' ; •' 4G oas�o n16°''"c 20 GAGE GALVAM2E0 STEEL STORM PANEL 'P' NNATITiY•1G s•AcwG aHueN oN sNxdAE A,A10. Li AeK 911EBW RwtaHWl = ;• 1iG.FTE nTTso' "` 20 GALE GALVAINZED STEEL STORM PANEL RATING (P.B.fJ (SEE SECTIONS) TO GLASS CONDITION ••..... '' \� p1NMN I" BY THE REDUCED GlO8A1 PROTECTION PRODUCTS. LAC. K nVPVICPMC0°`w"�D,..USNO IBLEN"1dUTfDT -- ?� BAL PROTECTION PRODUCTS, .Hem iTL Bt „TRFET rat FAa A,ATOR iVPE ox T16 SCH1m1AE 7 �: / ' 'CO1MC. CLO+55.0, -72.0 B'-t3' 2 3/4' UNBOLTED �i/ - 'O''.�i s111EMORE. ti Jssu y ,n. _ y� .(• ONW. n w,rrc (Ra)RM-e,v7 20-176 Ff Nw R i N...aY.YYPa rt a,. PI,w4: (N1,)w->w6, rrc: �5":arl _ rAlEll!., PL rr-w Ian aPLiSR'x., PL n-w WEE7 a NW x n*MM At. If 441 INSTALLATION DETAILS FOR OPTION /2 FOR LIFE SAFETY INTO EXISTING WOOD STRUCTURES STORM PANEL SYSTEM '�jl NODD HwAOEx /. ii � 1RWR[D .. �II, N7O0 HIEApETR i -" I� I 'REOUREo j j wdXo HIEAOEw � WOw LEADER '-REOu6KA ly = FEOVIRED 1/4'P TAPCON N 6' O.C. i __ 1/4'P TMCON s 6' O.C. 1/,Y 7APCON N 6' O.C. _ 1/,'P UPCOY B 6' O.C. ' I' PEMfMT10N AT MOOD lT/I 1/2- MIN, THREADED � PENETRATION AT W000 'I lP/I 1/Y Met. TIRU:OED 1/2' YIN. TNREAOED PENETRATION AT W00 PEllRA1ON AT WOOD HEADER I H1D10FR HE/AL LEADEN HEADER I H . f'. 2' � YIN. IILI i (_ Fart. O usltNe Y,A erfrl,t•RON ) 'L- Nm. CLASS fSIZ E PANEL LENGTH � oK wm ,ry 1• ,_ ossTrNe � Ra 6DYAA,WK YIN. t9As5~ ORE ICHICAE PANE LEMGiH a leaET ,n i (SEE NOTE 1 RELONq i PANEL LENGTH i• (SEE NOTE I DELON) E1I57ING Yh fOAMTIPI p,� m tttMP ) to ' i I _ 1/a•P-M t' S.S. N5. w/ 7 ..3 37' E051YLG wn. ,>PA1,N10K tAAss _ -:. _ -_ o. _. _ (SEE lO7E I BEOW) CAS • a�N 9so =,f1 , •. P""M LENGTH ' t (m _ 777 ":. - _: •1. (SEE NOTE I RQON) 1/4•0-2011'__ 7 ' Y.S. r f '---- ' NAO NUT V � I ', } _. 'sTMi�101�i MH4RMl _... _ • MONTRA OF PLATE , i Cali. f i __.COAT. EO. H _-� L ` �' _I - 7/RYv3/32' `N,NG NUE "/ `. t/!'►-M.JI,'SS. M S. W/ L_ MUT 7/6'.. 3/32' WING ,Ali >�'s . J/]2' WINO WASHIEF O 12 1 O.C. /2' MASHER (BLYONO) WASHER( (BEYOND) MASER • t2 1/2' O.C. NUT wA5HQ1 (RE,UHD) - ' �4Y 7APCOK • B' O.C. t'4Y UPCON • R' OC ' 1J4'. TMCON • 6' O.C. (STAB N/ STUD) M f 1 . - THRADED TANADED M 710A AT IPDNIDM I OF PLATE ._ �_•).-•tea - - . OF rziq a+ X AAT PLATE , _ �nRmwOoo PLATE�e" woao PUTS 2 x4• N000 Purz �O�D ` . _ _. - _2'F�' w0°° PLATE REQV9RD ��A7�W O��P�� WALL MOUNTING MCQUAMN WALL MOUNTING INSTALLATION Al•�•��p�YF��H�ApA� GAW WALL MOUNTING I SCALE 3/6'-+• O LIFE SAFL'TY PANELP m ��E_ O R�,•jr PAWL 4��P�� ScuE 31-1 ` , SCALE 3/e•-1' SCALE N,,,IYI S/B•-,' 71L(/l✓ �' ?�'•.`CENS�E �:' • J FLORNIA BUILDING COOS (High Velocity NuMwna I. YNSTALUTIab ARE any VALID FDA BUILDINGS WITH AS O. PANEL'S DESIGN LOADS � S eemP ntom. W TO ,55.5. -72.0 PSF AND tD41H1 UP W 6•-6•. No. 4 PANEL 20 cA(x GALVANIZED STEEL STORY IM, z. FOR NEW WOOD MINE CornTRLNDTICu: WOOD AR7MER5 70 SOUTHERNBE SOUTHERN 21 --> PINE N0. 2. W/ SPECIFIC DENSITY a tA 0.55 ON EOL =*�'. ST / „T�. A \4011M PROTECTION PRODUCTS, LAC. 07 0 COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-17 15.106' (TOTAL WIDTH) - --- - - - - -- - - - 2..591 -- --- - - -- 12.500' (EFFECTIVE worth) -----/.350•-- - t.J30'-- \.SOD' Ym 460. . 2657' 0.036' AN.NICK HEMMED �' J.500' 22s4• y,, ! I 0ALwmm STEEL EDGE 1'Lti 2.000' .2'C /' ' I TYP- A51Y A-853 . HREM� 50 YGRAMGRAMINIMUM0[TAE fA_I / * , .� G-W GALV. +_ -- - - --------- -4a 0 STORY PANEL ( •- - 2470•- - O RE,Rocce whr TRACK vANE•s END Lv ' W/ HEMMED EDGE. - .750' -. Ie4z .2 .- �, us'. h -Ho,EY2sAEo•0 ISOMETRIC VIEW DETAIL A 2000 ROUNDED CORNER O ENDS OF PANEL'S ---_l END LIP W/ HEMMED EDGE ( 123' .760' (N.T.S) , O KJ TRAGIC O 1 1 ,ftrtlt f-.125• 6061-TO Nwn. ALLOY r A. n 750• 056' (Tyoa ��•'uCEN:•:�� N -1 )._ r ND.44167 _i .: �--- .750•--- W0,0 RtEt4 TIC. �3' Mox.--( "$'•.• ATE QF _ : Q o��SS/ O7 3Nx3w(j(4x.) ALUM. ANGLE ® sioP BARNAr 11' LONG ''N NNNMMH a. ALIT R f• t•A .�. M TIIJJT TESTING 6083-T5 Num. ALLOY w..: fA04 m P[. SFA/9WwTAlE/Mrt 1e TA-Cwe7,• WALm A 0 A., P rtoalo, ue. A 4.,ai -2.591'- Q. it--2-250'7 �Jy 11 075• TyP• 2.500' 2.244- 1 _ I O3 REVERSED NUw TRACK 2s• 1 2.000' t _ _ � ., z5• © 2wx5'( nx.) ALUM. ANGLE INSTALLATION DETAILS FOR OPTION INTO EXISTING #2 FOR LIFE WOOD STRUCTURES SAFETY STORM PANEL SYSTEM I 1/TAPCON w 6' O.C. �''. .__W/1 t//22 MIN. 71RFAOED PENETRATOIN A7 W000 I /4•PI 1/2• YIN. THIREADEO PENETRATION AT WOOD J! HEADER : i HEADER � WOOD HEADER REQUITED __. �._ r' � : WOOD HEADER.-. REOUIRED I ,Aa YAAIIMOM . m scxmuE e1Ass - (zE EXb7RIG ,N ]e¢i te) ,r. SpA9TgM ro CLASS 1- HP.. G1155 ' YIN. EXISTING pet 3O4 it) - PANEL LENGTH , (SEE NOTE 1 BELOW) - _ _ _ __.___ _..._ 1/4•0-20.1• . - .. _ _ _ EL ,, _ PANEL IEACM (SEE NOTE I BELOW) CLASS S.S. Y.S. W/ .. - _ _ -._ L UT E0. EO. - E0. 2•.4' W000 PLATE a 3/32- KING NUT 2-.4' 1MDOD PULE .� N) NUT REOLARED - WASH MASHER N 6 1/4. O.C. REQUITED WASHER (BEYOND) O WASHER • (BEYOND) 114-ID PMNELATE PLUS I I - /1a-10 PANETANTE • 6 1/4' O.C. w/1 7/!' - • 6 1/4. O.C. w t T/6 7MREADED YM. THREADED PENETRATION AT MIDWIpTN OF PUrz :.� _ MIN. 110N AT MfOWIDM OF PULE WALL YouNnNc ALTEFINATIYE O INsrAUAnoN 8AW REGULAR PANEL A,IRNINNbI,H 4A�P N. TIT[ T WALL MouNnNc INSTALLATION O UFE SAFETY PANEL SCALE 3/8•-1' qE,,......, 1 v •'�9 SCALE 3/8--1' SF FLORIDA BUILDING CODE (High WbeiR Hu "no Zone LGTES :• ido 44167 •'�_- °°°'° TM'°°°•'K' 20 GAGE GALVANIZED STEEL STORY PAlIEt I1W.w er: 1. N15TALLATONS ARE ONLY VALID FOR BUH1o81G5 WITH AS.D. DESIGN LOADS 1. IS +55.5, -72.0 PST TURD PANELS DPM ITUP ro 6'-6'. s * : - - _ MOM PROTECTION PRODUCTS, m/x/mo 2. FOR NEW Wood rRAE coNsr9ucrtoN: wood MEMBERS To BE SOUTHERN - •o•. S AXE��_ ''.90'• `?'�/ ' � E C O INC. LAC. •eon L■. e, ORtE PINE 40, 2, W/ SPECIM DENSITY OF GAS OR EQUAL DR,D�'xr GN` •'.• AI"'AIM AM• 314 CAW. R. 3J7„ AIDE (.N)kNP-iNU, Fqt: (e6•)•!-6qT 20-1 76 n >EAV9mADAlE/lavE WALTmtA n-00wr,a_ Pt I Hf J'/24 t W/ OR W/oeeEMort2MCA"MCA"1'/24 (SEE KITE 2 0040) 3• ,y,. 2'I24 1'/24 10 AT z 8 (6¢ Mort P Mnwy r4'/24� ra N MWEI A,MC,OI6: s¢ . EIOH rlkt Km OF RX SOC'TIGN S d �P[RwOx Yo- '' �I" (SE Swome U[ W 91EET 26) - " I' IW ' PA)rl ,a,• �. )) -t- •I •i a i l I I I I I _ _L '., T fOC PALLED) • ,.. (Inc" Prd) (AIIFAgR PANEL (MObOn PANG) .!-y� T-T-i'�-Tl 60 X 7' .Y: +r r [�� _ _ - y-.--r.-. 60 J I I�� I i '. 101D IMKELI LEND PANEL) (PNIENOIt WIPED) � PONE 2.(9NPAAEL) (EKD PAN6)T� TEE NOTE 2 ]. , BDaM I I 9Q KOR 2. ].. KOOr ,.. KDIE Z. 3.. BELOW , ,I 6EE KDtE 2. , BELOr I i I I' i f • • •I I , �•i LOUT®PArELS N�- I I I •, •L• • i I t I t i' 1 40 4 L -Tj- 1 o z 1 , • - • • • • • ..- • PANEL ALIT (ryPa L3 SEE SS•EEEE -.- ra CONCRETE ANCHORS, S[E KLp 3'!-.~ MAY 6E LOCATED •'-,2•-•• - - - rz LOCATION M3- NOTE 4 BELOW Ym T sonvo E 0K SHEET PANE73) 25: roo wm 91'e T pIp ,• Mn t• tp� AT DND �Y 1/Y , 1/2' EW sa xtllaNc am litF[t x MFAIM Hun J • � UST PANEL , TO BE NSTALID AT EACH LfST PINE TO K NSTALID At EACH OPENING ALWAYS 8E PROOCED N/ WAYS FACILITATE Tal �nMM ToKA�Arz� � roK TYPICAL ELEVATION FOR SERIES 2000 IRAK°PONMGEMwu ro E-Z HANG STORY PANEL Ct) SYSTEM K NTENDE° TO eE NSTALLED FROM KM OF STRUCTURE - E-Z HANG STOP EL SYSTEM BONr P, - 1 PNsmE OF S1RUCI R E s I.,,.• Atn. rx -,,/,- INe.. DAP �,/r NK.. cAP ,,.• Kkc DAP-i-- I - � aH©W(aBWro©•� 1 2 SECTION B-BB-B SECTION A_AAC fGwZ 3/3S - t' /�,([j : BONE 3/59' - 1• (1), DEFINITION OF SPACES I000; E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + liGlFi.. �nl S AT MELWTE PLUS OR 15• LONG Ai BOTTOM W/ PANELMATES. (1). DEFINITION OF SERIES 2000: E - 2 NAIAG STORY PANEL SYSTEM CONSISTING OF PANEL + (2). END PAWLS SWU ALWAYS BE CONNECTED 10 E)O,j11ND SILL WALL Br' MEANS Of Cm1 TRACKS TOP R BOTTOM. PNELYATES OR, IF USFD NTI,Y W/ 15• LONG "R�)1 TRACK AT 80ROM. END PANELS (2). fjND PANE15 STALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SHALL BE CONNECTED TO 2 W/ 1/4Y-20Y3/4 5. W/ 7/ ' J/]2• BU STALL BE PROVIDED At TOP OF SUCH PANELS. WING NER OR 1/4'F20.3 Yfn. YMUMDSCREW tid TAPPED [(EXCEPT AS (S). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST Of DESCRIBED ON NOTE (3) ELOW). THUMBSCREW 7/4'.-20x3/4• TO W/ 7/B'H3/32' WIND NUT OR 1MAY BE ,.' WinEITHER (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' TONG TRAC�L(•C2l AT INTO TAPPED BOTTOM TRACK LOCATION ai FASTENERS MAY BE AT ERNEA of TWO END PANELS ARE NOT CONNECTED TO BORON TRACK STOP BAR X IXTERIOR FLAT FLANGES OF END PANE(_ (grTOMBUT (� BE AT ADP SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRA6CHALL ONSWPROVIDED N (i.e.pTO A STOP BRA (4). FOR TED T Al XTS WHEN W PANELS ILO SAME ELMATE PANES ARETER DIRECTLYA14E U ONLY USED AT TOP AT LEAST i(3) PANELS SHALL BE CONNECTED TO BOTTOM P TRACK MAY BED TO EXO JOWLY SILL WALL YEWS TT MATTA64iZ ONE INTERIOR TRACK USING SPECS INDICATEDON NOTE (3) ABOVE. IN SIGN CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W/ TRACK AT BOTTOM ATTN]R/G BOTTOM 1RACK TO WALL PTO TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELANTES FOLLOWING SHOWN ON ELEVATION AND W 3 1/2• (5), SEE SECTION 1'. 3' t 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. YR. EDGE DISTANCE. FOR TNS CASj, PANEL USED Y W% D6E5 %%GR M11101 N07 NEED TO BE CONNECTFD 70 (T2N)E BY Arn MEANS. TRACK SIYLL INSTALLED A• Ti( SUCH THAT ADJACENT PANELS LEFT B RIGHT SIDE Oi PANEL) HAVE IAA g ••<<G,,... Ll✓ THEIR OVERLAPS RETAINED BY �. sTy�; \CFAs '•� '' FLORIDA BUILDING CODE (High VolociftyNurricone Zone) :. N0.4 167 '• i Omn1�, RS. ZO GAGE GALVANIZED STEEL STORM PANELrP_ OR:WC1 Br z� STA OF _ GLOBAL PROTECTION PRODUCTS, LUG. - �'•. ! �L E �. O INe. .eoo Slows.r. e, s 3 OLF ETD 10� . .a. s Y.r. coma A aNiN AK■e W>N a rw'iwN) 20- t 76 tPa,)Ta "NIIIN,,, YA•`•E. SFM./BatANkE/YMTE I6Y.TEA�A T�kUI''JI.. PL 17 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING 1(4• TAPCDN ANCHORS POURED CONCRETE OR CONCRETE BLOCK STRUCTURES AN 1(4• TAPCON CHORS O 9'OC. '.. •9'O.C. POURED mIIrETE _ BLOCK: POURED CONCRETE �. fWOCHt ROR EOURRLCaM0RE7E 1 1 , 1/,' OLACON�CRETE i \ R 1/,• E0• � Ep• ; Y. sOYR•Nx m � , >orNPRAK ro t-�, m.iaN, p ,q 1 G EXUSTINF-, EXISRI(D•, �,�, I I I I __ I t 1 N I t[ i E.D.• //14-10'I P1WE'.AMTE PLUS N/ -1/6•s . 3/32' WINO NUT MASHER • 6 1/4' O.C. OURED CONCRETE OR CONCRETE BLOCK REOIARED SECTION SA O REGULAR PANEL SCALE 3/8•-1" L ,B • m Talt NINTO AlINM INK M F W OD 9PACK6 FOR ►BTAIAAT,OIIS INTO NowFAME Y4 A,aY MP.CeB PJ BUeW0. Lw,sIW1 ANCHBAI 9FYCR069 ANO MH.CAAM ARE NOW 06TACICE ATE s10KA7E0 OK THS �wO.JEDGE Yr amAvSCIEDDO 11/4*.1/4.BEE FOR TIMN NDY'A1mINIrwANJ Rm110E fNClIDII TPAONIC RAAi■artl6 VACNC 9H0■N W 9U1mIAE aiCH1mME A.IIL Ba 11m IiBEl91M S FOR 1MB BY THE F LO IN PW91RB. RDATHI H7"mm> 0 1'AC410 OffA•ED USIri FACTOR S,NLL MOT L `rWeK1 FOR FACHI ANClgq TYPE ON iHB 9aIWJLE A„R•eELEssT1YwAMCSRAt91atCNGfOIORE➢ as. i . Au1NATE PLUS W/ - I6'A . 3/32' WING NUT WAVER () -POURED CONCRETE OR CONCRETE BLOCK REOLMD WALL MOUNTING INSTALLATION SECTION 58 O LIFE SAFETY PANEL SCALE 3/B'-1- CODE (,Rah Velocity Hurricane N'xRIFRAIVALID STOW PAINIEL NnlertrM 1. E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN 8.,) MINIMUM EMBEOMEW OF TAPCON ANCHORS AND PANELMATE FEMALE ID At PANOXATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, BLOCK WALL BE 1 1/4•. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, 0.2) MRMALOA EMBEDMENT OF 1/4.0 X 7/6- CAUL -IN ANCHORS SHALL BE IS 7/8' wT0 CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT KID ANY FINISH MATERIAL SHALL BE PERMITTED. FORA Ct F 7-1 ORE ONAL.fTY ACTOR KO-0.85. USING ASCE 8 AND SHALL NOT EXCEED THE MAXIMUM A . . s-20 SIDEWALK BOLTS USE N / D SHWA BE LONG ENOUGH SHOO ANY TIN ENOUGH(SHOULD ISM MATERIAL EXIST) 70 *I pE51(•N PRESSURE RATINGS INDICATED ON SNEEIS 23 & 26. ENCJ,GE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B.3) M CASE 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 k 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND N 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN THEW ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201. 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER BALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD 2. INK SYSTEM HAS BEEN OESIOAED TO BE INSTALLED ON THE OUTSIDEOFTHE OPENING ACCESSING 71R OPENING FROM THE FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION R INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COPONEW EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUMwG 10 PREVENT W,ND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL LENGTH. 3. SERIES 1000 INSTALLATION 5 APPLKABLE 1b SINCLL AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALIATON is REQUIRED r0 BE PERFORMED FROM THE INSIDE OF STRUCTURE 13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4, SERIES 1000 INSTALLATION 15 APPLICABLE APP•F TO SINGLE AND DOUBLE HUNG AND HORIZONTAL A:DERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUEiD TO. INSTALLATION is REOLRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. AMN WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM• IS PIU@R PDOBID, 5- ALL ALUMINUM EXTRUSIONS TO BE W63-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I... WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY. (b) CONTRACTOR TO SHE RESPONSIBLE FOR THE SELECTION. PURCHASE AMD INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLM UTY STEEL ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O- PROVIDED HE/SHE DOES NOT DEMTE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.5 ksi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 ASL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50018 W/ 50 Im YELD STRENGTH AND 90 kN TENSILE STRENGTH t SHALL COMPLY W/ FLORIDA WILDING CODE SECTION 2411.3.3.4 (,I) SITE SPEC" PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 k.i MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPOHSIBLE FOR THE PROPER ENGINE USE DELEGATED ENG "" TO THE P.E.O. ENGINEER. SHWA OF RECORD. ACTING ASAFOR 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SIINYRT TO THIS LATTER THP.E.D. E SITE SPECIFIC DRAWINGSAREVIEW E}ISTrr: I° COH['R7n (e) THIS P.EDHWA . SBEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLALDCX. INC. (KIN. T'c-3192 P-s.i.) RECORD THAT PREPARED IT. - 1/4- 0 x 7/5- CALK-w ANCHORS. AS MANUFACTURED BY °EWALT INC. (MIN. V -3000 C...Q IS- STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - /14-10 PANELMATE FEMALE 10 B PANELATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WTM 1709.93 OF FLORIDA BUILDWO CODE. ONE LABEL SHILL BE PLACED FOR EVERY OPENING (I'c-3350 poll') LABELING TO COMPLY WISECTION 1709,2.2 OFTHE FLORIDA BUILDING CODE. WIN Al) MOMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2- FOR PANELMATE FEMALE IO A PANELYATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4•1i X 7/8- CALK -IN ANCHORS SHALL BE Is 7/8- INTO CONCRETE, NO EMBEDMENT INTO ANY FINIM SH MATERIAL S,ALL BE PERTTED. 1/4• 0-20 SS SIDEWALK BOLTS USED SHAD BE LONG ENQX•M(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS. HIIN, ST A3) IN CASE iHN7 PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING NG WALL OR �.•" l FLOOR. ANCHORS SHALL ENOUGH 1p REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS NENRINED IN AND IN A2). (B) TO EXISTING Lro•!C?ETE BLOCK WALLNo.44187 . j * � ' - 1/4- • TAPCON ANCHORS AS MANUFACTURED BY I T.W. BNLDOL INC. FLORIDA BUILDING CODE HI h Velocity HUT cone Zon• - 1/4- • X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (Fm.1500 po.i.) O •. f mox WTEM W. F.P. - /,4-+° PANELWTE FEMALE O AND PANELwTE PALS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION •. 20 GAGE GALVANIZED STEEL STORM PANEL WLAAT FEMALE _[(i$�,OR'..•��NNr PRODUCTS 71 --L PROTECTION PRODUCTS LAC. on 060C sm. R vow n � aw t � : wsw •Wma n aµ'iF. THIN (KIN) n 7yy rAi1:I jn•)kw-67n 20-176 ' ..... , fn-,.W . h :POW 4n-,AMA r .Yaa PAw•K Nee •� vt sAL/waA„AE//oArt tiA-0006]te eALTFR A 1X1R i.. PL7 Y „-w ,'• 1�T }, W 26, INSTALLATION 4 RETAILS FOR ERIES PANEL 1 INTO POUR D mHorw 2000 AND 1000 E-Z HANG STORM CONCRETE OR CONCRETE BLOCK 6 G 4 L:. ol�R iWw' TA U �� ... 4 ,Y:. J ii `no a = 0m . , •►-FSF/s• ; - MAX I MR �fQa■1 ; 5 I y1r A1.n. p 1 • 'll/�lLLx,l/ I , a ; I :� TSAR) � ,/N• + � � N I A I I 1 1 t I I I I 1 1 1 1 omit m x FOR� m o,Nn ; i , war l)i/•s'.p.E3/w r KO Wry + 01, RI ; ( !� AIMAOH 1 Y. •6�N�li •• i ro IAA , )/•'��,/ ■!F MO1•tAP a e L O�j1 5� ; AX ,,.1-xu/.• � a ,D: SO,m1l,E ; ,,••-10N,.• � � � � �AP� y 1 JI i clew F�'I j � I a j � 1 6 I j-B � ; I EMM PNNN I I -� - - --- I Q7 fly I LN- I �Y pR� � i I I I p{} g I:i•�n�i�;:W ; � 611z r K Pa- EI I 3 w i � �� r� 'r 1 I 7[ it 'r 'r i i 0 Iwr•, nc I 1 ■� I i , �� K 1- • � -T 1 �� j ,- y,,,NrN�.a.,� - %.': �' Ey ,:!, i.�; /,•.-am/•• Ys oP,uu,[ °A � ,/,•� .__.. I _ / , as,sa/r K,A . � ,nwu• ..• �1° ni'.:-n.• I ,N �, PPAm---E••..-..-..r- K/ >a!•w/ar w,9 AAMPa+e art ,/�b-e•U/v W� Z � ,' A,.- Ys. rlH�.�,v. .rawo , sw ,Art a � NA oA ,,,'.-ks><,• E`o_Eo �Arnl•NxeWPylea . -_ - - _ .. i Ii 1Na1R1m � i +,MAa�c� ,K/ � I•ti->�1V•' IY/J•. NISI' na�reae6a Eea rrAola� ;! mt o w LOi¢�'EirMmu"'i10�J .% a seII M7 ':, \r1 F o*c WALL MOUNTING - WALL AND DIRECT MOUNTING INST. n'•PR,NkrR SECTION INST. i' O SECIKkI 2 u" E 3/6-+" F1�R TO CEWNG MOUNTING INST, BUILD -OUT MOUNTING INST. sO,Le 3/8- I' 8 SECTION 3' SECTN 4' SECTION i�in`Ii1i0 AB]!rL SCALE 3/8.t- Q VrtA1CATIPO IwLN1ElOS MGR SCALE 3/8.1• 4 a TV As E P me - f n m i("` a "�"°°w�` °I d.� CEP A011-I/ Tl(/, 1us ier"o'AMACN V,CENSF�l✓�'� • £ O I d • w roY MpMM95 FIN m cokwi O N TO up � .� No. 44167 � - FLORIDA BUILDING CODE (High Velocity Hu cone Zone), © - Art aw ANr OGTAUAMM % '•. STATE OF `Q Lame , O •• f ' •c 20 GAGE GALVAN¢ED STEEL STORM PANEL DWr' 0 BGAE�E�L I + VIEW Ed. mn[ P•Trrt X �sC� Ac nN c N4 n,x,mw _ y • � GLOBAL PROTECTION PRODUCTS, I L E C O PRooucTs' �• a,< �J'�y N I N E .Boo sr, 6t 314 lu. sw, a. r AW. YRRw •Nm•, nw AaE (RwJw 76wR. rra hn•)ew-RP7 20-176 PE. 1EAL/'RGHARtIE/OATE WALCtw-COCeTt6 '+Y• NrAKw oRw1c w: IT A , 44 OIW[T N 9I x ^t^,e ^W W N 6J U N N s� O � .0) U N U) =3 CIO cu Cn 0 L_ 12 LO CD O LL. O L Q) O L Q N O N y"_/ I -1) O C) N Q s. -Xr�IL �A i.. 1.- T I ' tii W < � *� C C U (a w Cn CD U) > O CL CL U _0 � LLBI♦ V CIO W = Q Z z Q J SHEET NO. SH 1.2. MAXIMUM SD.E D YNI. Y1 SEPARATION Me1Rwro APPLICABLE TO MTE•Ir/G (p.s.1.) (SEE ) OIA59 WNML .".a. -73.3 m' Olt LESS Lt55 1 9/, BOLTED 1'• Y. i^" 2YI ! 3"X +66.0. -15.3 m• OR LESS 2 7". BOLTED - 4' a 4'W • 1�/F"/ 6-20 7/ ' SY.S MU a WIMCT AT OVERLAP ! /OR OF PANEL LENGTH Or PAN I %-�.r . 1 `.h.1 ,H. , 11 - IV .IN ►•.,ih%71 . >tl • ALAI. '11: .Ml :fs-T19mr-T-01IIIIIIIIIIIIIIIIIIIII = A 1. MAXIMUM DESIGN URE RATING e.f.BLOCK MIUMM N ANCHORS SPACING FOR L D - 3 1/2' - APFLrm E TOAS.O. 6 a an, COMBINATION X)F THEY IMpAN PANEL LOWN 1• (W) TAPLONS I CALK-INP,vamw EOIIEE n PANNAI IE PLUG ToCGNCHTEm CONCRETE m CONCRETE m WHNCEI[CONCRETE BE= To CONCRETE PLOW 12' N/A 12• N/A 12- N/A I 12• N/A V A 2• (TOP) 11' 3' * 10' 3' S' 4- 5' 4• 1. OiOTTOM) 12• 3• 12• 5' B• 6• 8' B• 1 FOTTOM) IOW ++ 66.0, N/A N/A N/A N/A N/A N/A 12 1/2• IT' 2• (BOTTOM) -75.3 7• N/A j 6 1/2' N/A 4 1/2• N/A 4 1/2' N/A 3' (TOP) 70' OR LESS 12- N/A 22• N/A 9 1/2' N/A 9 1/Y N/A 3' (BOTTOM) 12' N/A 1 12' N/A 12' N/A 12' N/A {' (TOP) 12- 6' 12' 1 9 1/2' 1 12• 1 IT- 1 12- IT' 4' (BOTTOM) * UNITED TO BLO P...1. AS.D. DESIGN PRESSURE RATING. A SEE SHEET 26 FOR ANCHORS TYPE k SPAIL16 FOR PFSTL TIONS INTO WOOD FIRE 6LWLDW M/111UM ANCHOR SPACINGS AND M 04MUM MICE DISTANCE ARE NDIGTID ON THIS 904OULE. FOR ED, LESS THINK INDICATED ON SCHEDULE RFOU[E ANCHOR !PACING BY YULTIPLYRI9 SPACING SHOWN ON SMM" BY TIE FOLLOWING FACTORS FOR H6 TIOPERA OR TO BEPOSME• RRLIKKED SPACING QUAIM0 USING FACTOR SHALL NOT BE LESS THAN YNMAV SPICING NDIG7ED FOR EACH ARMOR TYPE AT ANCHORS LECIDIM ANCHOR HOR "IRE 1/41 ,/4•. ,/4-. 1/4.4 TPOW PWQ� FINNUE 10 PLUS a"-N ,w Acous MPAOH• LTA) 3 3 3 ! ,/2 WW.aAr LNnra- (M) Ht•AYJ o.".I. AIR,! PA) 3 3 ! 3 3 3 ,/2 3 try 4 IL71K F& ou awsm *A M , '/2-M - 2 I/Y - - - M 3• 1tIe - I IRO I M 3 I - I IAO - - 171�1� V+ REQUIRES WDISTANCE BETWEEN BOTTOM OF PANELAND (1) TOBE 1/2' �. I ++ REQUIRES Y.W. DISTANCE BETWEEN Borrow OF PANEL I AND m BE• 7 rY ® / 3/16' Mr. COMPONENTS FOR REGULAR LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 ---- --.-- - -__---- --_. _-15.125• (TOTAL WOIH).. - _._ - - --' - -. - -_ _ - - -___ --- _. _. _.-,2.500- (EFFECTIVE WIDTH).. - _ . _.... _ _ -__ - - ( T •F -.t93' 11/S4 mo //44, Cl ---_ -- - 6 1 4' --_ / (IMP.)--._ - - \ ,i50- .]74t.-• .125�, ..to Aou • 6 ,/4• , ,W- .,66"+- OR • 12 1/Y O.C. .06�,6j-t16 .. ',I 3S0•- - 1.350'_-�, - 1.330 It:5D9• I,: (MAY 6E nemmuD) .25D� ` 7 . T J F�EI4MED CL DALWAsim 6TEEL THICK ©- N v - h , ' 3.]1 . 060" -- �• .eBB' ""I. \ 1.50E -JE EDGE ASTIM A853 TYP. I, / .2.000• .OB4'- I - 9 1.015• I ' --A" I 1 - -- DETAIL A TIRADE 60 -BLaM G-w IiLW. 4B - __ HR]M'ED_ , 2.,25- EDGE J _________ _ t - 1 37s L 004' L--, 300'-- A25' --iTYP) Qt STORY PANEL 1 ... 350' i --1.33E--- DETAIL A _ -L- .-. 2.000'. --. PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO WON W/ 1/2• LEG - - - 2.3e7• - - AMR HEADER 3 IF" TRACK 4 ANGLE WITH STUD AT END A LEFT SIDE OF PANEL 2O -;-I- w/AEMAED mcr.. t0.05' �--r OF P him 1 .375- I _PANEL 0.024- (Ma.) GALVANIZED STEEL ru -' -13]'' e.170' I I � az00- - .e2s 1 - 3 o.37s- - -_ IaSo - 1S0 1 HEMMER '. ISOM IC VIEW AIL A 1407' e6YJ' t-- 1 _- � JI ,u:T �_ ,.I t H4t70a• L zm -1 - 1 OR ' f . 2 'i110'I - � ROUNDED CORNER O ENDS OF PANEL'S .937 I A6n .-,-Pw .: -i2S . -2,378' -_ END uv w( HEMMED EDGE. .065" ,_.... .62s' I (N•j.S) .J75• -R IMP. BOTTOM n•WF.�n /� 37so A72• 2.5W" I- ..I .091• as?* -1L�Rp,w. (TYP.) II 11' I urn (S KEY HOLE WASHER © 3105-HI54 AIM. N10Y 1 -.__ MICE OF PANEL KEY HaE AT PANEL /( -.7so-- 1 H -- � 2.124' -� .750' -- 091- 125' . SEE SHEET 6 FOR ADOIBpw 'B13 LIMITATIONS F SLEEVE LENGTH 6 11-, 1 ONLY MAD FOR 6$TALUTKm ALTO (, I � 1.250' _ . _1 .375' tbR J.%!l�ISH 1_. 1.OW'- O $( FCVC 2 1/B" 2.ODD' (- - _ (TTP-) . WOOD 51RUCIlA1F,S. W .,IN'- 3.750' -_ 193-_-_. 1- 4 I 723 2.000' A east _-.2.548' -._-- 1-.118- -0- , 1 750- _ UT REV. "H" HEADER OB "U" HEADER I ' _.1 _ ._.- . _ , • MIN. TO 5• Nx, -- - -- ® SLEEYE� W 11"' MAX 10 � - 2.000'-'-- "J t A.0" 11 TRACK 1© PANEL HANGER .374' r .656'-170" I .- - 3000'- - Nw6I-n ALLN7r - - - 5p + W)OBZ' .275" MIN" 1 t -? . 0- �,%��J!��,-\ CENp L�'"C••. S1. s� No.44167 (USE ONLY a,311' SYSTEM) ?: FLORIDA 1 1 4" WIDE)*.. FORE2 K" STORM PANEL 6063-T6 ALUM. ALLOY BUILDING CODE Non High Wdoe)- HurFleon6 ZoM 1.671' 2.oWN P 1.iZ5' BBo- _2s0 + t23' tif, V7r. , MIN. a®MaIL-`--i f'-- oam6 nTEm. .c 24 GRAY GALVANIZED STEEL STORY PANEL W, ,_._ _.3 ON' (TYP.) 1.201-DIQO , L - Pry --- i STATE OF oR INGNUT ,' G 7 I A..Yw w.,e W awWW w � TRACK ANGLE (ZAMAC 3 ALLOY) P.E tEAI/90N4URF/M1E HAL1E1 A Roe 8- �{ NNE I. 16 CONCRETE NCIOR4 (SEE SCHEDULE ON - SHEETS 9 THROUGH To) EXC ACRE POOW9EOW a ., I 1 I I I I l 1 W I SEPARATION TO GLASS. (SEE SCHEDULE I ON SHEET 3) 1 I O 1 1 1 1 1 a )1/4' -T - - } 1/4*1-3 ss 00Ln A q GN N aQ T---) 'L' N.. I PANEL LENGTH (SEE SCHEDULE ON SHEET 3) O U '� REWIRED C " I�: CONCRETE ANCHORS \: SHEETS 9 THROUGH10) _ CEILING AI�WIQUNTING SCALE "I.I. 50K OF 9.' OC I I EDGE OF WALL OR SUB (ALT. CONDITION) ALTERNATE CONCRETE ANCHORS LOCATION _ TSU SCHEDULE ON EXISTING POURED CONCRETE. - SHEETS 9 THROWN 10) OR CONCRETE BLOCK REQUIRED. ,,),,,VGA LALTERRATE EEG ! - COMCRE AI/CHIORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) 1 L E.Q. E.D. I CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) ED - EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON TOP Ht BOTTOM MOUNTINGS CAN BE SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ,w --AIR-- 1p'-11Y4•'IIALD'�d TaNX smm on /.--a,• ii MW W/ NUT,' • ITT ,n cc I ,/Y ._ - 1 T NY-00n' I �4�HAD 911"' a- I I 1 O / • 1 ToGLASS I I I/.Y xi,' SCEE ON DUL SHEET S�AI I _ 1 ,I ss BaT9 IRA =IH ,FOR T� PANEL LENGTH 1 (SEE SCHEDULE -_ - --�--Av - 1 - . *I - -I ON SHEET 3) f �1J1 OC I I RAMIE. X, EXISTING POURED CONCRETj OR CONCRETE BLANK REOURED. ///' CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 TIROUGHH IDIM ED. i Mn. 1 SEPARATION TO GLASS. (SEE SCHEDULE 1 ON SHEET 3) 1 1 VA I EXIST1rf'G-j GlJU55 1 =- - I SPACER l:)r I...-._ 1 _.. , , I 1• MNpx. PANEL Ou"34M 1 (SEE SCHEDULE I I ON SHEET 3 FOR SPACER db I 1 O ! 1 Iy ON SHEETS ,/41-xi,' 9 ! 10 FFFODpRRR A gears W SPACER p v 3i _I. - 1Hi8 OWN'T-•) _ _ _- - - I I J. T I 1 I 1 I 50K _. I 1 ED /�' LENGTH I OF 1 11. !;' % I I MAX. -1 13/I.kla+vAn fats 1. / C ----- CONCRETE ANCHORS / -a I H •:1 .I. lliiiiiiiiiiiiiiOl �(•i -, Ti " (SEE SCHEDULE ON 't'J SHEETS 9 THROUGH 10) 11 -% i �� _. - _ 1.. I ..(O ; 2 1/B' LONG MAX. ALUMINUM �� SPACERS O 6 1/{' O,C. VALID FOR POURETE DESIG14 L AND PANEL . BLORED CK EXISTING POURED CONCRE.. LENGTHS p£RALL SHEET ]. ED_ OR CONCRETE BLOCK REQUIRED ,.-� 1" MAX. LONG ALUMINUM SPACERS e 12 1/2. O.C. (SEE TABLE Il ON SHEETS 9 a 10.) SCALE 3/6-l' FLORIDA BUILDING CODE (Non High Velocity Hurricane INSTALLATION DETAILS FOR SERIES 2000 & 100E E-Z HANG STORM PANEL n INTO `-'-- "I EXISTING WOOD STRUCTURES 1/P4 LAG SCREWS • 6' O.C. W/ t/1.4 LAG SIH • 8' O.0 w/ \` \ 'l 1 1/2' - THREADED PDWMMON TO EK;SYNc WAND HEADER (3 Wn. 2'.{' NOW REQUIRED RE 1 I/2' Kin 11RFAOED RNETR4TCN MT OR ON EDGE 10 EXISTING IYpOD HFAOER. 1 rant S.Y.O. it - EA U CND OF Q II 1 ,' Cant a S.MS. "'tU END OF Q (� Iyy2� I Y '%/II�'§ Ij 1 a'1 lAG SCREY,S • 5' OCW/ H ( /1'%1,N3/1' TRUSS 1/2• An. THREADED PEAETMIXN DETAIL 1/24 A to 9EL0rY1- ,I M/ Tr10/MI11N 3/32" j OI EVER,WHO MIT' Rt9J3/16' r:rl m EXIS7Wa N000 HEADER ROOD HIA001 REOUNED AAPn. POP RAFT r R"wdn+H OF EVFirT ® 4 Cant FI.," S.Y.S. • U [HD OF 2 9/10, MN. / .,./4• - 1 Lip.- LAM v PTO" I Y S• W/ SEPARATION 1/.-F-20.31 $ m CLASS 7 e•Ps3/u" 10 CLAM /.W3/37' NttT a k EVFAY OLRLAP I EVERY OVEr.A„ C `_ 1$_ i I I i N I # '' r 3 I I g N r i I r l 3? I 1 I I " 1 1 m .� ^ a 1 C 1 11 3 -'-_ -..--. .. WI( I � u 1_ 1/.4 PANF:WTE FORE 0 2 1/e P 2pL1•NM0 HUT M PARFLWTE PUTS W/ ..-230J/1' 1 7/e' Mn. THREADED I''. E NOTE lA eELOW) PENETMTONO 12 112' O.0 1/1. UG SCREWS • 6' O.0 W1/DIM --W (2) 2•.1• N , 2 MOF PUh�D SEPoCS 20W OR FwwORMAOM REQQF D �.4-10 PANELYATE PANS w( ' Mrl PLTLTRA1fON O 12 • 52 1DW Kn (2) I•ai• INSTALLATION NAND n REOU IED ALTERNATIVE 2'•W MT OR D. EDGE SCAB 1/4-.'- ALTERNATIVE 1 "W SCALE //4'.1' Not ow.. 1- 01STALLATnNS ARE OrLY VALD FOR BURDNIGS WITH AS.D. DESIGN LOADS UP m +6e.0. -75-3 W MO PANEL'S LENGTH LIP m 5'-10• 2, FOR NEW WOOD FRAME CONSTRuCTX:N: WOW MEMBERS TO O SOUTHERN W PINE NP, 2. W/ SPECIFIC DENSITY OF 0.56 OR EQUAL fib So SPECFIG• AAD REWREYE(,S FOR K STOP KAR AT i0P AS T WELL AS PANE'Ltd(�TJ COIeCLTON TO TRACKS OP AT 80 MSCD ON DEP _ 1000 OIA 200E SEIZES NSEN,LATON TrPC ON 41EEE 27 FOR ,w,xW, of «rwW,a, ALTERNATIVE R WOOD I'RAQ TOP A B(SrrCM MOIWTNas CAN BE COMBINED N ANY CONDITION i AN LOCATION WAY To SUIT ART NSAUATICN. SOYf: 1/4' - I• NOTE : SHM'nR TALKS NOT SHOWN FOR CLARITY PANEL INSTAL! ATION INTO POURED CONCRETE. CONCRETE BLOCK R WOOD (t) SItHX:L.E PANELS 1111 AnTRAMM AT EACH AT TOP OR BOTTOM END WRH TRACKS M. n . ® A QR 2 epa- - S N"ATXN To CLASS w.) (SEE I TAA 1/2. ! NOTE to BELOr S N Y/4.4-�/4, �W M.* EVENT OVERLAP ---$$n } N 3 - 11 0 i-1 III$I L .l - 1 W I 7//6'I :W*.-%UT THINOR , ..- ( A'.on ,A SLOW) 4'. LOG SCREWS • 6. O.0 W/ ,n' Nn TREADED PENETRATION - WIF. 2"14' WOOD PLATE REQUIRED FLAT 4•P k / SCREWS • 6' O.C. W/ 1 1 /2• Mn. THIWAREA D[D PENETRATION _ TO Ezm6IG waW �� HEADm / j 6 Cent I'V/•1/ - Wes' HUI • 12 D.C. IT - I Q A t„ L lbl' SAS /(pjJ:I ! • U EO R ): (SEE DETAIL 1 24 ( / . IL II . - ,AI 5 IL7 .C. ,EdOER AEOUNED I 1 B w/ 7 4x3/32- HANG I' W. OAT 1 C.-IA3/4' 1 �[t� ,.230 � (5)Ea, , 4'r`M..T/P MIS. r/ 7/e'a3pT,,NUT •,2' OC i••0 LAG SCREWS • 6' O.C. W/ V1. (7j 2•M• • ./C2;X THREADED PENETRATION TO0 V1AlE REOUPED0, PLATE AT OR ON EDGE BUIc MNG AL 1TFQUATIV6' 4"W -_ SCALE 1/4--T- CODE 1 /4, 3/4, 4/5. 5/5 k 6/5 1 W/6, 211I 3W/7 3 4W/7 J• MAX_ -- ----- 1' MIN. O 0 WITH TRACKS Q OR n * DIRECT MOUNTED AT EACH END* D. M.. W, O. l�. r T -) -- -I -- - r r 1 - -i - r - r T - -I -r - r T 7 ,- r -- r 1 - 7 - T- -r 7 - T -r -f - I r -T MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MAXIMUM A.S.D. DESIGN PRESSURE RATING (P...U) (. a -) CONCRETE a WOOD INSTALLATIONS t L+ I L- IQO NI•-0' F2•-0' 250 W-0- II'-0- Jac W-6' to'-9' 38.E IO'-lo• W-0• 4a0 to' -I' 9'-4' 43.0 9'-B' W-9• Sao 9'-I• 6'-4• _ SSA _ 6•-r 6'-o• 6a0 6'-J' r=T 6s.o _ a'-o• 1-4; ram.' r-0- _ AIo 710 r-3' 61-10• doo r-I' 6'-7' &S.D 7'-0' 6'-31 90.0 6'-9• 6'-2' no 6'-9' 6'--O• 100.0 6'-1. S'-II' 107.0 0'-3• S' 9• n0.0 - 3'-r 115.E - S'-6• 119.E 3'-3• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING (PI./J (+ HN -) CONCRETE a WOW INSTALLATIONS t w 4- 10.0 210 12'-10' I 1 •-Y Jae II•-6• to--r 310 l o'-10' 9'-9' 40.0 6'-6• 9•-,. 410 P•-11 8'-7• 50.0 5'-7. 6'-I• sso- e_J r 9 60.0 I no 7o.D r-3 6-Ir• 710 r-t• I r-a' 800 7•-0• 1 6--3- BID 7-0' 6'-13• 90.0 6'-D" C-1" 95.0 6'-7' 6'-ro' IW.O 6'-J' 3'-r 10.7,E 6'-J• 3'-4' 1 Tao - 3'-I• 1110 - 4•-10' 1I9.6 4•-6• MOMAN SEPARATION TO GLASS SCHEDULE µMAXIMUM EL LENGTH WIND SPEED 4 170 ml.h WIND SPEED > 170 In.p.h (in) IIIIRESTRAIff'0 RESTRAINED IR/RESTRAIIED RESTRAINED 30 OR LESS I• 1' 6' 6 1/4- >33 To 90 1• 1• 7 t/2 7 ,/2' >90 TO 145 1' I' 7 t/2• 7 t/3• . 7 1/2- MINIMUM PANEL IFNOTM fin) FOR A OWN MOUNTING CONDITION 'U' 1.5TL1.5' TOP D6ECT T' STUD 'I -AMU A C TRACT BOTTOM MOUNT LEADER HEADER ANGLE TRACK W/yam ,PASTE - DIRECT YOLWY 46' 32' 32• 35• W 50' 1 40- 4 I.S'XI.5' STUD ANGLE 35' 32• 32" 32' 41' 38- 36' 6 'r TRACK 55• 32• 32' 42• 67': 1 ANGLE N SOE CLQSlRLS50' 32• 32- 3B' 60-1- IN-, M61 16 50' 31' ]2• 38• 60' P2/4 --ANCHORS((SEE SCHEDULE ON W.Uor� I I I® I 8 . , 1 1-ice , -1 - I -1._ l : L' - � I- _ �- T I I T rr_ T } l A --i -i- I 1 i A i I _��'� BOLTED PANELS W/ t N-20x1 UNBOLTED PANELS I � J - (SEE SECTIONS AS .5. N.S. BOLT W/ O EA OVERLAP APPUCABLEI `j ._I (SERE SECTIONS AS ) i I (I1 1i �I � _�_ i _ I D.M.,Q.©, 1 0i o+- -- a i-- u - o - - - -- -� 1 ® Or ® 3 MAX 3• MAX 1• MIN- 1/4, 3/4. 4/5, 5/5 k 6/5 1' NIA. 2/4 1 W/6, 2W/6, 3W/7 k 4W/7 - - - ANCHORS (SEE SCHEDIA£ ON SHEETS 9. 10 &IT). - --- _.. - REGULAR STORM PANEL n ELEVATION 2.687• N.T.S. 1/1' YOrA'- GAP 101 pet oAaje -1 WHOLE HOLEY) .... - H IT SECTION A -A '--IT N.T.S. 11DWE3: (1) L.: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.D. DESIGN LOAD. (21 PROCEDURE TO DEiE•IPIE MAXIMUM PNHL U DW t GIVEN A POSITIVE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM PANE. LENGTH 1+' FROM SCHEDULE_ GIVEN A NEGATIVE ,LSD DESIGN LOAD. DETERMINE MAXIMUM PANEL WIDTH 1- FROM SCHEDULE. FINAL MAXIMUM A10WANE PANEL LENGTH IS EOUAL TO THE YNYWI OETE MANED PANE. LENGTH BETWEEN 1.• Ala 1-'. (3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR POROSITY OUA9TGEnH. C INSTALLATIONS INTO WOOD ARE LAM TO I, 95 P.4.1. MAX ASa DESIGN PRESSURE RATING ASEITA11ElOS 9, 10 ! , t FOR MAX. AS.D. DESIGN LOADS ! MAX. PANEL LENGTHS FOR . - UMLNS, -•;� FLORIDA BUILDING CODE Non High Velocity Hu carat Zone) : 0. 44167 i °ION n/eco 24 GAGE GALVANIZED STEEL STORY PANEL �rt'a * %- - `'--T* 07na�'0 O'.• TATEOF -+�- -_ ...ram IL ECOINe. PROTECTION PRODUCTS, LTC. 'sF�FS:'• ORIDP,.•�II� f!`4" l IIIMMELii1STvW OD 3s7- a><M-easernm4. 20-175 006 AI i • G� ,r, o,RN,-,-. 00A,-- .-.r r.:.x:.. w_w_c: D-)Hr-76u. FA: (WH).e.-e797 - - - - - 111NIIRa w PANEL INTO WOOD STRUCTURES _ _ - I SEPARATION •- I O \ \ 'L F TO GLASS. 1 WOW ANCHORS -- , (SEE SCHEWLE ON k _-- 3 1/.k3e.+• I (SEE SCEDULE I , 'R-pn. SHEET ,1) 1 . O. 6.6,.1, He o •N� I ON SHEET 3) I --A �o WAS / L_. ♦ PION _ ,` ,-' II ___ _♦�1-----j -M(UK OAND.,,,,` I :I.j - O1 •1._-__-___-.- ISTIEO,-I__-_.-._.__..I..__--_-_.__! PANEL LENGTH IDI I WOOD HEADER 2 MOW ANCHORS �- 1 GLASS iN\ (SEE SCHEDULE 'r _ -. REWIRED 1. A_ .. , 4' (SEE SCMIEDUIE ON ,' ,I. .. 1 - `;--.. -. ,_.__L__T_71 ON SHEET 1�FOR / SLEET 11) SPACER /2•.. i - OF 'L : / +NIX. 5 - . ICI SPlf1 GEM J"I'Jl\ - WOOD HEADER I', 1 L.. WTI. I _ I 2 IEO ' ' 11.1 I REWIRED ______y }:. . : In. �I,._1 Mn I I C ' 1 E0 ; O 1 ,. ,, I -- @I• MAX. LONG ALUMINUM SPACERS a 12 1/2' 1 1 �J O.C. (SEE TABLE /t ON SHEET 11.) 1 I MM, 1 - O ' I , I SEE NOTE - BELOW FOR LIMITATIONS FOR 1 CI I •L' MAX. I 1 1' MAX I I 1 1/2• LONG SLEEVES. 1- I PANEL LENGTH I' PANEL LENGTH I 1 (SEE SIXIFDVIE 1 (SEE SCHEDULE I ( 011lE I ON SHEET ]) I _PANEL HATE FEMALE O OR PANEL HATE 1y. PLUS (SEE SCHEDULE ON SHEET ,1) 1 ,• 1 AEA ; win, 1 ! .. . SEPARATION . LIMN � EXISTING I WOOD GLASS -I . - 1 I GLASS (SP E_ 1 PLATE I i I ON SHEET 3) I lJ DIRECT MOUNT W/ SPACER I---_ f --- -;_... � * I �,TERNATIVE 2W' 1 I O I- i -- --•,�..7 SCALE 3/8.1• I I 50K I L-I-I 1 O 12 ,/2' O.C. SEE TABLE 11 ON SHEET 11 FOR MAX PANEL LENGTHS k I SPA%. A b DESIGN LOADS FOR ING INSTALLATION, T I OF ED I 3 X, MA ® L E(I r L-J } .' O 12 t/T' O.C. EI) I 1 I F. I WOOD ANCHORS I * * am- -,: ED _.1 i STAGGERED W/ STD (SEE SCHENJ E ON WADER M SPAY Is I In• Lan W. SHEET 11) (1) INSTALLATION 6 UNITED m A ONE DORY KW.M S WITH ir-W -{/�\) 2'x4- WOW (D *ROTE: I - I MA MEAN FAN WONT (MI 6 A R611I "00 FROM ANY PLATE REWIRED - WOOD ANCHORS MAONI "Dow LTIIIIERLT Rcmx D ON SQT IT). ANC . -WEED W/ STUD 1' MIL SOAMT" m OASS IInlA1m i 2'K4' WOOD oN SEE 3 Na K FAn1AcrQ m 1 .' AN - , - - - -PLATE REWIRED (2) AIOINGp ,DDID AeD 00M/OION, N VIlRO WEE lOY1- 011 c (SEE SCHEDULE ON I-W A6 1W FOLUNIM ARE _. - • - PAMLL IMAC PLUIh SOUL BL: lIC60 Y.A1.4N AT 0 1/{' 0.C. •. �; SHEET „) COMSLm rmE 5 4 RE9mLTON rWDu 12 tn• O.C. 9PACIO A110= LW I (1) WXKN A® OEM PMMM M M • .40. -0 P t- � (1) UAL 24 OWE PAA91 LOAN 4 N•IFD TO W A ANY 110" - _. .. • - - -- (2) W.. SRM PAID. LENGTH e i BALL MDUNTI EDIT MOUNT (WO 6 A IWSIR 11). r1L0N IAlOF11 PAIQ LEADrIe ALLURED a tCNFgltt WMQt 11). WALL- MOUNTING (3) SOWA PANEL RXINUArION 4 Caw (.) 1 In- LONG VA= COMFG4Mr /M >HYNL t A6 WowxX 0 am 3/a- I* SHEET x 96uuAildl or I I/Y LONGWAD R M Ire ONLY , ALTERNATIVE 1 W MO AN nIMTNG w000 news WAIL.SCALE WILD FOR AND ZNM 1, 2 AND 3 AS OFAEem N - SCALE 3/8-1- (4) 61SALUC ON WILD MY FOR WIND EE SW AND THE JIM (7W, EDn tac OF THE ROAM HONES 1. 2 a 3 PERA91Y E I NII J E A. Tills - tlQTFS: •' p . �jCEN FLORIDA BUILDING CODE Non High VelocityHunIcons Zone NOTE FOR COMBINATION OF SECTIONS: 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. 3 : No. 44167 1 •; s mmo nnoa W. 24 GAGE GALVANIZED STEEL STORY PANEL FJ' DESIGN PRESSURE RATING (p.W.I) AND PANEL LENGTHS 3*: : : DRAW W. * _ * TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - - _ a� - -a �' COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') STATE Or' " GLOBAL PROTECTION PRODUCTS. U,.C. =9. IL ECOING. WE 46oa Va. 6, snw INSTALLATION. 2, FOR NEW W000 FRAME CONSTRUCTION: WOOD O • ... • 20-175 .=- . PM -�,L N,-,N, wHoa.. <uN)6N-»w. - CWHAII - M MEMBERS TO BE SOUTHERN PALE No 2. W/ SPECIFIC /OVAL ON•wc w -� MARL GA-woc7le �,� - - DENSITY OF 0.55 OR EQUAL. NNN T ML1LR A 1U1/ 9r., PL o Tr -,A SIWLT 6 OF Is Nt 7 GENERAL NOTES yy•1 PD• eeNtr I,R 9e6Eir A [-z N.iC �. M R1, (wTo -1. STORM PANEL S10WN ON THS PRODUCT EVALUATION DOCUMENT (PE.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/1•e TAPIXIN ANCORS, AS MANUFACTURED BY I.T.W. BU:UDFX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL. SHALL NOT BE INSTALLED AT HIGH - /14-10 PAN[IYAE FEMALE 0 AND PANELIAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MAMI-DAOE / BROWARD COUNTIES). - 1/40 LAG SCREWS PER N.O.S. DESIGN DETERMINED , . F A WIND LOADS SHALL BE CODE FOR BASIC - 7/1 B'4 A 5/B' WOW BUSHRNG, AS DISTRIBUTED BY ALL PONE SCREW, BOLT a SPECIALTY CO. PER SECTION 609 OF THE ABOVE MEAND IRS N H SPEED AS REWIIHD BY THE JIMISOKT10N WHEN STORM PANEL WILL BE ,INSTALLED. AND FOR A DIRECTIONALITY FACTOR SPUD S R FOR KD.0- 7-16 NO T14 MAXIMUM AS.O. RE RATINGS INDICATED ON SHEETS B5. USING A17. AND STILL EXCEED E DESIGN PRESSURE EFTS C. MINNUM THREADED INTO WOW OF TAPCON ANCHORS 1 1 " F ELCO RANI ( ) C U BEADED PENETRATION SHALL BE i AND 2 FOR EL E E PLUS 3. 9 THRU 12 ET 17. 16. AND PANEI.WIE FEMALE O. IN ORDER TO VERITY THE ABOVE CONDITION'IA,TaMTE DESIGN WIND LOAD" DETERMINEDPER ASCE 7-18 SHAH BE FIRST REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (&S.D.) C.2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SWILL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU ,2 a 17. 15. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE N ALLOWABLE STRESS FOR WAND LOADS WAS = USED N THEIR ANALYSIS FASTENERS SPACING TO WOOD WAS BEEN DETERMINED N CA) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL L BE AS INDICATED N THIS DRAWING D S WITH N. . . 201 ACCORDANCE 6 STORM PANEL'S ADEQUACY FOR IMPACT AND RAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION I609.1.2 OF CA) MINIMUM PENETRATION OF WOOD RUINING SHALL BE 5/11' 1/4' 0-20 SCREYS USED SHALL BE 1 1/2' LONG MR4MVY THE ABOVE MENTIONED CODE AS PER AMEICJN TEST LAB OF SOUTH FLORIDA REPORTS fMI4.01-01 AND 00219.02-00, AS SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99 a ASTM E 330-02 STANDARDS, ,HAD AMERICAN TESTING LAB SOUTH FLORIDA REPORT /1123DI-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS IE FOUND ON THE DaSTNC FLORIDA BUILDING COOS. WALL ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C. 1). C.2) a C.4) 2 ALL ALUMINUM EXTRUSIONS TO !£ 6OW-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (D) ANCHORS SHALL BE NSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Ht4 ALLOY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLAT04 DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-853 GRADE W MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT WADERS ®A® SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 Msi (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ION ATTACHED TO INSURE PROPER ANCHORAGE . THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUI DING& 50016 W/ 50 M.I YIELD STRENGTH AND 90 Mi TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2a11 }3.4 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, S. 6 AND ALTERNATIVES lW, 3W a 4W ON SHEETS 4, S. 6 a 7 RESPECTIVELY; SHALL HAVE A LEC48LE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A151 304 SERIES SiANLESS STEEL, WITH 36 V.9i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SERA/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. EXISTING PORED CONCRETE (A) II) : - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BURDEX. INC. (Yin. C -3192 p. W.,.) 12. STORM PANEL. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ' CAUL -IN ANCRS. AS MANUFACTURED BY OEY/ALT INC PROVIDEXI By THE JURISDICTION WHERE PERMR IS APPLIED TO. - I/4" e x 7/8ANCHORS. - 1/.Y , SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL- POINT SCREW, BOLT ! SPECIALITY CO. {MIT (e-3W300 0 13 (.) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ,... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - /11-10 PA/ELMATE FEMALE Do ! PANE -MATE PLUS ANCHORS. AS MANIFALTIJRED BY ELCO CONSTRUCTION PRODUCTS TE . - 1/4.9 ZAMACNALN ANCHORS. AS MNNIFACTURED BY DEWALT. INC. (I) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•, 2• FOR ELCO PµELMATE AND BASED ON THIS P.E.D. PROVIDED W/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TANS DOCUMENT. 1 3/4- FOR ZAMAC MALN ANCHORS. CONSTRUCTION SWETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTIf (a) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. A2) CALIF -IN a SOLI) -SET ANCHORS SHALL BE EMBEDDED 7/6- INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIN REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY 8E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGWEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE LIED ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PE -0. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e) THIS FED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (8) TO EXISTING CONCRETE BLOCK WALL ASTM C-90' 16, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4• a TAPCON ANCHORS AS MANUFACTURED BY I. T. IN BUILDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL - 1/4' • . 7/8• CALK-N ANCHORS. AS MANUFACTURED BY DEWALT. INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17099.3 OF THE FLORIDA BULDNG CODE. - 1/4'e X 3/4' SOLID -SET ANCHORS, AS DIST MUTED BY ALL POINT SCREW', BOLT a SPECIALTY CO. - /14-10 PANELMATE FEMALE ID MO PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P HIN", - 1/4' 9 ZAMAC NAUN ANCHORS, AS MANUFACTURED BY DEWALT, INC A: Tk V-,ER 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELNATES AND ZAMAC NAUN ANCHHOR, INTO THE � �,�CENS '' :✓9 FLORIDA BUILDING GORE Non High VelocityNurrlcana ton• BLOCK UNIT SHALL BE 1 1/4' 1u� B.2) CALK -IN a SOLD-SFT ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UN"No 011 ,C Mo44 7 emp n,eco. ra 24 GAGE GALVANIZED STEEL STORY PANEL IJ' R- F STUCCO SHALL BE PERMMED. 1/4" 4-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOILD EXIST, = AND I' MINIMUM FOR WALLS WITH NO STUCCO. -c STATE r_. IL E C O HNC ORAL PROTECTION PRODUCTS, LW. DAE = , / 8.3) IN CAUSE THAT PRECAST STONE, lM PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU F(OR( -� T93AT TysrRlp A EINH�mWH9 COMPANY �E-n- =I' EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P S, GI I,= UAR - o PAR An-4. " nmKE CN)e 73F6• FAA' o 6 )M-"7 20-175 ANCHORAGE SHALL BE As MENTIONED W 8-1) AND IN B.2). S/ON L N "-•�"� WW�� -RA. //glIN1... N Pt SAl/SANLTJ`%,1 rE WWLT{R A IXAIXXAr'A.. PI Y N-Nr now 2FaM Mr , or le INSTALLATION INTO POURED POURED CONCRETE DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK - POURED CKKCRETE n STRUCTURES 8ronoW 0� CONCRETE BLOCK CaMCRERE BLOCK REWIRED. I REQUIM. CONCRETE ANCHORS CONCRETE ANCHORS.- 9 TSEE URD GH ID) / SHEETS ,-_O .- SFIL2T5 9 RWGSCHEDULE DIH ,D) - _ -� EXISTING POURED K ) I _/ COONNr.Rt�TE K_. .__O� „4k70,• 3 f-- 1/2" 1/.' ( //i. (I/4. REQUIRED. ,-W •if%4•e ULG j-, RAM%, __.. __.___. _.I - j MAX,. _..._.I CONCRETE ANCHORS I, _-_. --- _.1 / ED I (SEE SCHEDULE ON SHEETS 9 THROUGH ,0) ED I / 1,: 1 O I V I V I I ;" - v enn r 1 SEPARATION IF F - TO GLASS I 1 I I� SEPARATION 1-- V- W y TO MUSS. I ��MOOY,_,n 11 E D / /i I /fy / // I EXISTING (SEE SCHEDULE L�Mn'W'oM'I 'L' ... I - I (SEE SCHEDULE 1 ON SHEET 3) I I I l y/ I ()LASS- ON SHEET 3) I PANEL LENGTH I (SEE SCHEDULE 1 I 1 1' Nx. 1' IN., IRr1 SEPARATION I I I - SWEET 3) 9 1 PANEL LENGM 1 TO CLASS I PANEL LENGTH ifsEE SCIEIXAE ISCHEDULE CONCRETE ANCHORS _ I—- (SEE SCHEDULE ON I 1.. 1 n t _ ! I (SEE 9CEOULE ON SHEET 3) 11 ON ET 3) _-_N - (SEE - _._ SHE SHEETS 9 THROUGH 7O� I 1 I I _.. I _- 1 / I OF 1' GLASS p I �If EX,STING� , CUSS I .. / ®-; I MAX. 1 _ .Y-a,' I 502 .., /// /•i/ I OF 1. 1 1 -.O ED :' - I W • �P OC ,fi-, I - 1:1 1 ICI. / / �,-e I / /Ail, / ! I M " I ED. t / 1 , 1 E.D./: ED i1 /.. I , 1 /Y - - - 1 / I ,. 11_// .. /;, EXISTING POURED _ CONCRETE q1 -- jj I • 1 1/2' O.G R I .AS APPLICABLE) , 411' NA rural HEAD CONCRETE BLOCK 1 I / / CONCRETE ANCHORS I - @--- I -C"--cc.-(Q-- / % ` _m°Dtss MAwOEai/ Nvr REWWRED. / -. (SEE SCHEDULE ON % , _- - -- 1 - 51#ETS 9 THHROUGH 10) -/ i, _ ALTERNATE • 12 ,n• "t ' 1• Min.-* j W/i ONLY WHEN SOLID � ,. GAx-N EEC LOCATION -�,� _O SET a ARNt1IOR5 ARE USEDW/ WHEN EXISTING POURED CONCRETE . _OR CONCRETE 13LOCK ALTERNATE CONCRETE I [)LISTING PONIED CONCRETE CONCRETE ANCHORS ARE USED. REWIRED. ANCHORS OR CONCRETE BLOCK REQUIRED, STAGGERED W/ STU11- (SEE SCHEDULE ON SHEETS 9 THROUGH TO) (SEE SCHEDULE ON SNEERS 9 THROWN TO) BUILD -OH SCALE 3/B.,' OWWG SCALE 3/E.1' WALL MOUHMI&� MOUNT SCALE 3/8-,' a E l *�� -\CENg ✓ s• FLORIDA BUILDING CODE jilon High Velocity HIM can* Zone), E.D. -EDGE DISTANCE ��B��ON OF ��r�:-.NED,.IN 0. 44167 1 i * : * * _ STATE 0 c?`�`--- cam IAMO, INC,24 GAGE GALVANIZED STEEL STORMPANEL - I L E C O LNG MORAL PROTECTION PRODUCTS, LLC. 'J' ONRIN PTO � YaE. (SEE SCHEDULE ON 10) M MOUNTINGS CAN BE �� • _ Off'•'F�ORIOP / ." SW 51 STRET SHEETS 9 A ANY WAY TO SUNG ANY yry F • ... •••G\ /'LJ FA'a /0 W.. tr.aw3NAtErl337u ,.-, PNO�-HPs. A., nWo m_w, wart: I-)=`EWI . FP1e G64).... 20-175 aKwa N,. I1111111 TUN-1E a a6wwi"e - WNLmI A T6Ur X., PL - "- •4[t 4 OF U INSTALLATION DETAILS FOR REGULAR PANEL In INTO WOOD ALTERNATE LEG .'aB• [Epr1.) E]L6TNC WOO 1 Da _ _ _ _ _ COUTKN BEAM t ADEQUACY OF EXISTING WOOD , BEAM TO 8E CERTIFIED 8Y �. �E(7 /LB REGISTERED ENGINEER OR k- - Awn ARCHITECT PRIOR TO smurrut / II L�IV INSTALLATION. _ WOW ANCHORS ALTERNATE WOOD ANCHORS (SEE 5CEDULE ON -. 1 -. 1' Yin. -. -i51' HQ WA•q HERO (SEE SCHEDULE O1 -ED-r ED- nA90110, SC 0t ISHEET I/) SHEET 11) ^ �-) 1/2' - W, IAIr wS.. Ni �! OG F� I" T I/4• I -3 MAX. - WOW HEADER � '� _1 1/2' _ _ _ __-._.. --_I -tHka1• 1 1 EXISTING 8 1 REWIRED 1 _T- - ss,.Ia1 ,w NAn - _. G1A55� ',V 1 WOW ANIC/OR5 I * , 6 ,/4. OL. ----t -- Y.. (CSC 2' 4. Ir MIn. .I'. MITI I SEPARATION I O 1) , ® I -O _ IXASS.(sEE I 1 SCHEDULE ,/.kxi1• I 1 1 ON SHEET 3) 1 43. enAT n W 1 W. SEPARATION TO CLASS �- 1(, ... A 1 M r 1 IO,sH OaH T�7 1 I PANEL LENGTH :. _i -_ _- (SEE SCHEDULE ON SHEET 3) I 1 7v _ 1 I/4Y-xi1• 1' UAL. A pawn W PANEL LENGTH Oa nW IHIHD (SEE SCHEDULE ) (SEE SCHEDULE E%ISnN' VJ; I 1 4- ,IaIK C.eH T�'I ON SHEET 3) I - i._- ON SHEET 3) 1Hf-_-- __. ,.- C1A55 I 1 1*PR`L`'',�( I I -1 ... -_ - �, ___.. _ _ _ _ .. .. - _- 1 1 1 , {/� ) MAX. II ® OF .. j� I I \:/ I I 4 --, 1. I 1 e 12 1/2' O.C. u ( 1 --- - -1-- -- - 1 I EO ,/Z- .1 ,/s•'-11 ALpLLOWE5-1- 1 I I EI ocan TI`iv ----- ...� p5' WOW . CK REOURED 2'Ws' WOPULE .._ REWII®W - (FOOD ANCHORSWOOD ANCHORS T 1 (SEE SCHEDULE ON 5CHEWLE ICJ•( -- _ 3/4 (SET SLEET 11) 1 - --- - -----2' Wn. -_. - ... . -' -_ .. _ GEMG AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/0-1• BUILD -OUT MOUNTING 01111011, SCALE 3/Ni' Ea A. r� 9 T r , •'�cEas�,•. �S. s NOTE FOR COMBINATION OF SECTIONS: .' NO. 44167 ', 1 s FLORIDA BUILDING CODE Non High VelocityHUMCOM Zone) 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. * , TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS = s STATE QF = n�o. .c 24 GAGE GALVANIZED STEEL STORM PANEL OVARK, W. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 NSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PALE No 2, W/ SPECIFlC•x DENSITY OF 0.55 OR EOUAL ' 9♦•' •0- 'y0./`. 11, - , I -.:- /- __� ONAL E• IML. GLOBAL PROTECTION PRODUCTS, U.C. IBL�r . ! 4NO S.W. 31 SWEET m/V/3= ysf; 1NANI..K,IKKA / -- _- >s r1-A eYArL R IDIN - �1�W-,m�= 47.-,W, S.W. n_ 333u NOIi (E64)NF7US, FAIL C54)aN-,M 20-1 TS PEE SA/SWATus/Mn G-ODDe719 aA ML1EA A 1R16 L.. PE 1 - Y NR- """"' m aIINNO w 6HEn 7 ar is -f-•6 N N c- Vi -a M 0 ^' W � _6--6 U � 0 L- O Q 0 O C Cu -0 0- - ) M -0 _a 0 C Q. _0 - (1) � O 0 � u- O •(n F(0 V! 0 W O- F- -0 4 - .� - -3 a./) Cam/, . Cl+ (') = I> r- C) 14 :.:,,N V 211 X 3 ct;. , a T) , L- 1I M U) - y- 4 �-. . =-_ 4- Z sI " W i L? J rt C, F _ A a t - Ln L.).i C V�y -J cc E L-D W Cn 1^., L W (3) 1) WA) -4--j +--# U) Cu O C/) CL B., (1) =3 Cu 0 V 'a^ VJ W W M Q Z Z Q J d SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE E-Z HANG STORM PANEL (1) SYSTEMS SAFETY & ` 1 I _ PORED COI4UE7E. OR - -2 6L 2'. 3• ..WY 3105 N-tt OR VAIN, 1 1 006]-R AILa. CON,. I1161. O& ® AfOUOAro r hbL ANGLE MAIM t/4Y . 1 3/4" 1 1 --2 1/2' TAPCDN • 111' O.C. POURED CONKIICIC. CONCMtF 10) min.. BLOCK, 04 r.r w000 rWANE PLXAIEO UrowcRETc� 1 1 ,/.-• a , ]/.• TAPCON 2 „2• o- ��") CONCRETE MOtOR a 1Y 0.£ - R'EOU11® IN, ` OR tr000 FRAME •A, TNNr AwEt •. ,: FRA 1 i - V' ® NEut on \ , 1/ O/r AtAAWl 'Y.PCON ANCHRR 1 TTAKATE LED LOCATION Mao ' • 12" O.C. 1 2' . Y . ASS' to - VARIES /1, ., 2" 1 2" . 5' . Ass' COME. , 1 1 s ON J f. Ya. �< L f6R t, 1 ALTO. NBYE I oeo' Jl os-N15a sNF1T POURED CONCRETE CONCRETE T Y % 4' X .125' Jf I -- 7----- 1 I- TAPE- WIX KW. NM PAN BLOCK OR 2'N• WOW FAME 2' X 4'14' CA 1 1 1-) REDUCED 2�2' / O 1063-Te ALLOT, CONE ALUM. ANGLE MOv. 1 T/41 fm ----------------J MR.. GAP 1/4' ° Ba? 4' * 4• ..072• '31M-Nt4 e 12' PC. OR 8063-n Ala W/.MLNNUT Ca Munn, ANC{E CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4--1• SCALE 1/4•-1' SCALE 1/4•-1' SCALE 1/4--1- --- - --� BOUD-BET OR CMJt-M • OR E1.00 PANOIMTE 1 ,x''� :\ 4. ,O pOgBQ iRY Al 7AMEL t NO 1.ixOR 2'.4E�E'BIOa OP OR SCEWQE Pws (SEE -' PdREp CpNCR(7[ \ OR Y.4' tY00D SOFT OF OPOOO SCHEDULE ON 9EFI5 9. .-- (LAN PANEL CONCIaTE BLOC1t SAYE RECKAED AS APPLICABLE to !OVERLAP 11) 2.4• WOOp FIMIIE OPPDON WOIN) _PRE CONCRETE CWER[TE REQUIRED REQUI W 2'a4' t100D R1AYC " RED X I {� ©�® VANES O-l:/REAR iIAT F PARALLEL 4 r A_ 1 WALL, (NEVER CHIT END PANEL) K - B.O. DISTANCE --T 1 (TY►. 1 ) O--- 1 fl ---- "�'nn P' J "MAT CASE G (PLAN) °M'OO�Rai tB�LLRa >�'��•a J�,r SCALE 1/4'-1• •• ,.SF ONLY Art •.'nC �:''' �GEN ✓,Q VALE FOR DIRECT MOUNT INSTALLATION a \' ' •� CERTFlED PANEL INSTALLATION AT WALLS W/ N0. 4416E •; SURFACE LEVEL VARIATIONS WITHIN 3/4• FLORIDA BUILDING CODE Non High Velocity Hurrican* Zone CASE E (PLAN) CASE F (PLAN) } m •A°p016rm K' 24 GAGE GALVANIZED STEEL STORM PALL ram' DAea W. SCALE 1/4--1- SCALE 1/4'-1• 'f)>�.K;,CDRHDP •��.�� SC • , 1�' mM/3w °AAv,,; IL ECO1Ne. CL08AL PROTECTION PRODUCTS. I.I.C.ae N _ / ,73 iTLiI11M A �IMIO ANY 400 M m sT11Q1 ! Y'/'2d'E(J AAOR, n XNf ORE. n. 353,4 a a. r a 20-175 AA- fW .n-,w A- 04O m_Ia, PNOME CeN)rN-r1W M(AS4xO.-•IeT PARIAHS - PE 4AL/SOMNIUR/OQF CA-°OB671B Y EM 1.IL1ER A TALI J,„ Pi w 3YO1 ■ O ,6 N (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGNPRESSURE RATING (P...I.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS a 6f 7 APPtCATBIE TO t A+ry OF THEM PAN0. GTH LE11. 00 TAPCON LAD SCREW PAINEIANTE FEMALE 0 PANELMATE PLUS WEER,SUSHN46 13, 1r 13• Ir 13, 1W (COP) 13' 13" 13" 13' Ir aW (BOTTOM) 6 1/2• 6 1/2- 6 1/2• 6 1/2• 6 1/2• 21B (TOP) - - a. - r 6 1/4• e. — 12 1/Y 5 1/4' (60TT.•) 5'-0' L� -... a' - flop) 13• ,3' 13• (FOP) +43. -45 OR LEST Ir 13• 13• ---- ICJ' 13' 4W ) ,3' 1]' 13' 13' B 1/1' 1W (TOP) 13" 13' 13- 13• 6• aW (BOTTOM) 6 1/2' 6 1/2- 6 t/2' a 1/2• _ 6 1 4' 12 i 2' 6 , 4' BOLT--• >5•-0• 4 1/2' 4' 6 1/2' 6 1/2" - (TOP) 14*-4*4 1/2' 4 1/2' T r - 31' (BOTTOM) 10 1/2" 9 1/2- 12' t2' 4 PW Pop) 13' ICJ- U' 11' 8 I/2• (BOTIOY) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER " IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. ALS.D. DESIGN PRESSURE RATING cp••.I.) MAXODUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 ! 7 APPLICABLE TO TE/UM OF THE3M NAXMM LEEN EL NGTT+ (N.) TAPCON LAG SCREW PNNELHATE FEMALE ro PANELWTE PLUS WOOD BUSHING•L• 13. 13• 13, 13, tS" we OOP) 13' 13• 13- 13• e' ,W (6aR0Y) 6 1/2' 6 1/2' 6 1/2- 6 1/2• 6 1/2• 2W (CAP) - - 6 1/4' 12 1/2- 6 t/4' (Bart.•) 5'�-0' 7• 7 ,/2. e_ 6. --- 311 CTOP) LESS - - JW t]" aJ' ICY -- 1J' /J- CROP) j +45. -45 +75. -75 13• 13' - 13, -IJ• JJ' 4W 13' ,r 13' 13• 10' iw ) 13' 13• 13' 13- 6 t/4' IS (BOTTOM) 6 1/2' 6 1/2' 6 1/2- 6 1/2• 6 1/2' 2W (FOP) - - 1 6 1/4' 12 1/2' a t/4' 2W (BOTH!) I To 4 1/2' 5' 7 1/2- 7 1/2• - 3W (TOP) 7 s• 5. S I/Y B• a• - SW (BOTTOM) 13" fY t7" 13• 5 1/2' 4W (OP) 13' ,3• 13- 13• to- 4W (BOTTOM) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LINOS aE MAX. PANEL LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 RSA. OEM LOAD MI XkW PANEL LENGTH 40 PSF OR LESS W-8' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10- e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE�p FP�AM�qpLE ID OR PANEL MATE PLUS ANCHORS & W/ " _ H1iA,INSA 1/2' O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cl) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/1'0 TAPtON_ - _�MG POURED 1p•• TAPCON LPOIxRED ANCHOR a 9' D.C. CA ANCHOR O o CC: OR . CONCRETE BLOCK r� r CONCRETE BLOCK REOLxTEO. REauREO. 1 / H /4' "-`I-`-' ------- , GA55 1 � A _ � JLi Rag18'r i 111 /Qn� I 1 U%Wt OM Y 1 � � 1 1 tl Y I R •E• CAE.. IL. - - 1_ PANEL LENGTH 6 - - - (SEE ELEVATION MAN,. �.. ON SHEET 12) CAM 1 TO C1A55 L12 %i EXISTING POUREp, E D ` // I CONCRETE REOUR"�m. BIDE% 1 I a Vr 0C I f ) _ ,/10 PAND,MTE PLUGS Q ANCHOR O 12 1/1' O.C. SEE SHEER 16 At 16 FOR ANCHORS TYPE a S/WCM MR INSTALLATIONS AVO W= FRAME MJ DNM WARMLY ACHOP SPMCWZ AND MINIMUM CAPE DISTANCE ARE NDA (roo 0. THIS SOEDAZ. FOP ED. LESS TITAN M"TO ON SCHEDULE REDUM ANCHOR SPAOM BY MMTPLYW SPACING SHOWN OR 110EOULE AT TIE FOLLOWING FAC70W FOR THIS, OPERATION TO BE POSSYPL RCAUaD SPACW JIofKIFD USING FACTOR SMALL NOT K LESS THNI WNYM SPACING MICATED TOR EACH ANCHOR TYPE ON TNB SCHEDULE. I- nomm rot vom 1 IeE.AL A = OMLMp 0.) 3 3 •N.WY40P hI14,w 01) ] 1 3 3 1 3 1/2 OWA,rA W CWsi Y W Ac+IBt R RIMIQ W FPmBR 14r, RJA 2 yr 3• oAO tA0 a t ' ED• 1 TO Cl/L55. AL ii Ann r/A9 2 ,r l t___ d G MORAF e B I cIXiwSs B i' MAX. 6' PANEL LENGTH 1 1 (SET. ELEVATION ON SHEET f2) 6 I T _. T - 7 6• ED- 1 IXISTWIG POURED / / I _ ^ CONCRETE OR /. +--ALS71 ,ECON(IREIE BLOCK �/ .- � �I f/ 1 1 1/4'.•�E PLUS ANCHOR --' O MA rANEL WALL u�O'�.effA}}NEMH6�MO�3R(BEYOND) MOUNTINGS 9SCALE J� FLORIDA Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL In INSTALLATIONS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. ".D. PRESSURE ES (P..J.) INXWM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE TO SECTIONS a I ANY WXIWIY PANEL 00 MAX. A.S.O. DESIGN PR �E.SSU, TING (P.•f.) MAXIMUM ANCHORS SPACING FOR MAN E.O. PER SCHEDULE BELOW LIF AAPPUCABIE m a ANEL LPD/10•iN (rL) TAPCON SOLID -SET PANIELMARATING FEMALE TE PANSMATE p LUS ZANAC-MUM — CALK -IN TAPCON SOMA -SET f�� P�NE ZAYAC-NACU) CALK-N W W W W omcmmt To W ( TO W ro To W ro OUBMTM ai THEM -45 LESS 1T 13' 13' U' t!• ,]' IS• 1]' 1]' ,• 3 1]' , r 1 (TOP) 5,, 0R� LESS +•5, __0 +as._Ba ,r ,r u• 1 s 1 3 1 ]' 1 r , s 1 r 1 3' ,' 3 1 / 2 1 (TOP) 5,�, OR LESS Ir 13" 13' 13' Ir 13• tr 13, 13, 13' 13• 1r I (BOTTOM) 13" 17- Ir IJ• it 13, tr 13' Ir IT. 13- it 1/2 1 (sarro ) ,r 13' 13• ,r 13, 13• 13:_13' 13' r r 13• 2 (TOP) 1r 13' 13' 13• t3• 13• Ir 13• Ir 13' 13' 17 1/1 2 (TOP) U• 13• 13- 13• 13• 13- 13• 13• tr Ir ,]• 13' 2 MOTION) 13' 13' 1r 13' Ir Ir 13' ICY 13, 13, I3• It 1/2 2 (BOTTOM) 13• Ir 1r U• 13' 13' 13' 13' 13' 13' 13• Ir 3 (TOP) t3' 13• Ir 13' it U• 13' 13' Ir 13' 13• tt t/2 ]GOP) - - 12 I/ 12 1/2 5 1/4- 6 1/4- 12 1/2. 12 1/2 - - 6 1/4- 6 1/4. 3 (y0r10M) - - 12 1/2-12 1/2 6 1/4• 5 1/4. 12 1/2-12 1/2- 16 1/4' 6 I/4' 3 (60T10M) 6• 6' B' a• a• a' a- a- a- e- r 7 1/2 4 (TOP) a• S 1/2• B- a• a• 6 1/2- 1 a' 17 1/2• a' r a• S' 4 (rap-) e• - e• 4 (BOTTOM) a IJ'- - _ e !1 a -_ a _ - 6' - 4 (BOTTOM) 13• 13' 13' 13" t3' ,3' 13' :]' t]' 73' S (TOP) 13• 13• IJ' 13- 13' 13• 13• 13• _ ,]• 13•- 11 1/2'lc(m 13• tr _ Ir _ Ir _ir 13- _13' I3• 13- 13- 13- 1r 5 (BOTTOM) I7 13' Ir 13• 13• 13• tr /J' 13• ,J• 13- 11 1/2/3' lJ'13' 13• Ir_ ,r 13' 13, 17• 13' 13• a (TOP) 13• 13• ,r ,3' Ir 1]• 13' 1J' 13'IJ' ,I In!.45. - 8 1/4- 6 1/4' 61/4' _Ir 6 1/• - - - - 6 1/4' 6 1/4. 6 (BOTT.•• - - 6 1/4. 6 1/4- 6 1/4. 6 1/4• - - - - 9 1/4. 6 1 4- 13• 5. 13• 10 1/1 13' 7• ,r 7' 7 1/2 5 1/2 ,]' 14 1/2. 1 (TOP) >6,-6' M 14'-4' 1 Ir 6• 13' 13' Ir / 1/Y Ir 9 1/2• 0 t_2 6 1/1' 13• 3 1/2. 1 I— >S'-S• W y -e' tr 7- 13• 13• 13• 9 1/2 IV 9 1/2 10 1/2 7 1/2 13' r , (BOTTOM) 13, 7 I/Y 13' 13• 13' 10' 13- to, If. 1' 13• 6 1/2' 1 (BOTTOM) I]• 5• 13• 10 1/2 13• r 13- r 7 1/2 5 I/2 13• 4 1/2- 2 (TOP) 13• 6• Ir 13' Ir 8 1/2' it 6 1/2' 9 1/2• 6 1/2' 13" 5 I/r 2 (TOP) Ir 7- 11' 13• 15' 9 1/2 13' 9 1/2 10 1/2 7 1/2 13• 6 1/2' 2 (901TOY) 13, 7 7/r 13• 13" Ir 10- ,Y to' it' a' 13' 6 1/2. 2 (BOTTOM) 13, 7' 1]' 13- Ir 9 1/2 13• 9 1/2 10 1/2 7 1/2 Ir 6 1/Y 3 (TOP) Ir 7 1/2• 13• t1. 13• so- IY TO- If- r 13• 6 1/2. 3 (TOP) - 12 1/2"12 1/2o 6 1/4- 6 1/4' 12 1/2- 5 1/4• 6 1/4• 6 1/4' 3 (BOTTOM) 12 1/2.12 1/2. 6 1/4• 6 1/4• 12 1/2-12 1/2 - 5 1/4• 6 1/4' 3 (BOTTOM) 7' 3' a 15 1/2' 7" 3 1/2• S' 4• 4 1/2- 7- 6 1/2- Y 1 (TOP) 7 1/2- 3• 8- A. 7• 4' /' 4' a 1/2' 3 t/2• 6 1/2" J' ♦ (TOP) a• - a• a' 5 1/2' 7 1/2• 4 (BOTTOM) /• - a' 8' a• S 1/2' 7 1/2' 4 (BOTTOM) 1S' 70 13' 13' IY 9 1/2• 13' 9 t/2• ID 1/2 7 t/2' 13' 6' 5 (TOP) 13" 8 1/2• Ir 13• Ir to* Ir 'a. 11' ,3• 7• t3• ,3• 13' 9 ,/2' t/2. 10 t/2' 7 I/T' 13' 0 ln!' S (BOTTOM) Ir a 1/r 13' 1!• 13' f0' 17' 10' 11' e• 1J' / (BOLtOM) 13, 1O 1/2 13' T ,3' 7' 7 1/2' 3 1/2' 13• 14 1/2-16 (TOP) 13' /• 13" 13' 13' 0 1/2' 13' a 1/Y 9 I/Y 6 1/Y 1J' S 1/2*16 CLOP) 6 1/Y 6 1/4• 11 1/4' 6 1/4' B 1/4' B 1/4' 6 (lOTT.-) 6 t/4' 6 1/1• 6 1/.• 6 1/4' 6 1/4• 6 1/4" 16 (---) SEE SHEET II FDA AMCxCWS TOE t SPACING FOR 41SIAIATO6 M10 HOOD FOIE BUILDINGS. • MA1YY ANGKOR SMCNDS AND MINIMUM EDGE DISTANCE ARE KNOVED ON TAPS SCIENCE FOR ED LESS THAN INDICATED ON SOEOAE AM" ANCHOR SPACING N MULTIPLYING SPACING SHOWN M SCHMU or TIE FOLORNO FACTORS. MR THIS OPERATION TO K POSIRE• REDUCED SPICING OBTAINED t*W FACTOR PALL NOT K LESS TWA W IMM SPACING WO,FA}]p FOR EACH ANCHOR IYPE am T46 SCIEOOL ANCHOR 1YPEmiaii0 IAPCOA NLtrQ IDKK PA RYA•[ DANK -EMIR CL,`_ WMMRM ANCHOR VOCW6 (a) 3 3 ] 3 2 'Ir 2 ,n AOeMNW6YGF 0.) 3 1 ,n' Y a 1 'Ir3 e6AAALl W.DJ smt 3 3 ,n' 1 3 ,/2- a ,n 3 ,/Y ACR11L M 111011111110E CM) FACTIM 31 fO0 tm •• SPACINGS ONLY VALID WHEN SPACER®5 USED. SEE AX /1 FOR M. A S.D. DESIGN LOADS NI MAX. PANEL LENGTHS WHEN SPACER IS USED. 3• MAx. D.M., ,• �. O OEO O O O O O O b r----------- --------i-- ----r ---------------- - --------- ---�� JA L-11 e ASA. DESIGN LOAD MIS"' "AiQ LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF V-2' > 50 PSF TO 80 PSF 5'-10' A MAIL. PANEL LENGTHS ARE 0 VALID FOR INSTALLATIONS W/ SOLID SET AN A W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non Hlah Velocity Hurricane _-- ANCHORS (SEE SECTIONS B ALTERNATIVES ON 9EETS 13, 14. 15 &IG)-. R-tA/13, R-2A/13, R-3A/14, R-iB/13. R-28/13. R-36/14, 3' MAX.�R-CAW/15, R-2AW/15, R-3AW/16. +R-1BW/15, R-29W/15, R-36111/16. 1•'-I T ) 1/4•e-20.1• S.S. BOLTS WQ t' (USE FOR PANEL LENGTH /� WAX. OOVER 7'-G') 1 t 1 PANEL LENGTH REGULAR STORM PANEL REGULAR STORM PANEL B'-B• • +40.0. -40-0 p.•.f. (W/ OVERLAP MID PANEL LENGTH DOLT) __.__.___ 1 -------------- LIFE - _ - - _ - 5 �RM PANEL i r-e• a +SORT. -54.0 PALI. (W/O OVERLAP MID PANEL LENGTH BOLT) A A : USE 2'-6' Mel PANEL LENGTH _ .._ - AT ALL MOUNTING$ S.S. BOLTS AT EA L/2 I NOTCHES AT 5tUD 6 L LIFE SAF �O LION O ETY D.M.,O• G PANEL BOTTOM CORNERS _ Q - - OVERLAP--OVMAP-' ofO WIG MINT AT fKCOIAD WING NUT AT -3' MAX, LEFT PANE) L6L�L�C� RGHT PAHSL 3' YAK. t INSTALLATIONS (RIMY VALID FOR WIND I' MAN. R-1 A/13. R-2A/13, 0-3A/14, R-18/13, R-28/13. R-30/14, 1' MOP.' SPEED UP TO 170 m.p.h. R-1AW/15. R-2AW/1ST R-SAW/16. LOIR-1BW/15, R-2BW/15• R-3BW/16. ----- - _. - -. - ANCHORS (SEE SECTIONS t ALTERNATIVES ON SHEETS 13. 14. t5 O16) 1/4- MAY. SAP cr: LIFE SAFETY STORM PANEL CCU ELEVATION 2.68T SCALE 1/4'-1• O STORM PANEL (MIS o40LAP -, YORE ,6NIEVI O REGULAR STORM __ --------------- GAP „4. B ------ - ---- _ _�p�' LP1kCA _�'NA /l✓N9ty% s ' - - uFE PANEL ? IO # p FLORIDA BUILDING CODE Non High Velocity Nurricom EXTERIOR %�.�•. F� Q • maa nlao. k 'IHFLsd� ORtDN .\�41� yP 24 GAGE GALVANIZED STEEL STORY PANEL M 6 SECTION A -A 'N.... N IC O INc. LOBAL PROTECTION PRODUCTS, U.C. 01n qM S.A. 51 STREET a r w TIARA aura n : M.0 rL 33314 SCALE 1/4--1- / �'Mr.: ON m-wA rs. , taa m-,m RONC. (ps4)e5A-]SIa, nUc (WMM-6n) 20- MAXIMUM A.S.D. DESIGN PRESSURE RATING B.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1)INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK_ STRUCTURES (VALID ONLY FOR PANEL @ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A.&D. SIGNRATING PRESSURE MAXIMUM ANCHORS SPACING FOR BAN ED. PER SCHEDULE BELOW APPLICABLE To socnom ! rVn MAXIMUM PANEL LENGTH (ti),H1Gl MAX. A.S.O. DESIGN PRESSURE MMMUM HONORS SPACING FOR YIN E.D. PER SCHEDULE BELOW' APPISABLE To SECTIONS ! MINIMUM PANEL LENGTH crt.) TAPCON SOUR -SET PAEtAYAO PLL6 Z.YY1C-NARIN CALK-N TAPCON SOLID -SET TMALE O ZAMAC-WAIN CN)O-IN m m ro m — ro Mm m ION OF THEM 10 cocwt W W m W ro >+65, -a TO +7s. -75 13" „• Ir 13, 1r 1r 13• 13' 13• 12• 13• 1 to' 1 (TOP) S,_Nr OR LESS >•73.-75 •1,4-„ab Ir Y 13' 10 1 13' 6 1/2• 13• 6 1/2' 7 1/2' 5 1/2' 13' 4 1/2' 1 (TOP) 5,_- all � 13• it' Ir 13' 13• Ir Ir tr 13' 12• 13• 1 10' 1 (BOTTOM) 13' 0 1/2' 13' 13* 13' r 13• 9• to' 7 1/2" 13- a• I (BOTTOM) 13- It- 13• ICJ• 13• Ir 13• IS- 13• 12• t3, to' 2 (TOP) Ir 51 13' 10 I/2 13• 4 1/2' 13• 6 1/2' 7 1/2' S 1/2' 13' 4 1/9' 2 (TOP) Ir 1,- 13• 13• 13" Ir t3- 13" U' 12' 13' t0' 2 (BOTTOM) 13• r 13' Ir ,r 9 1/2• 13• 9 I/r 10 , 7 1/2" 13• 6 1/2• 12 (BOTTOM) 13• 1t• Ir 13, $3• 13' fr 13" 13• 12' tr '0• J (TOP) IJ• T Ir 13" 13- 9 1/2' 13- 9 1/2- 10 1/2' 7 1/2• Ir 6• 3 (TOP) - - 12 1/2'12 1/2 6 1/4' 6 1/4' 12 1/2 12 1/2 - - 6 1/4' 6 t/1' 3 (BOTTOM) - - 1' 1 /2 1 , 7 /2 t 4- 6 / t {• 6 / t 1 1 /2 6 1 1• / - - 1 6 /{ 6 1/ 4• ] (BOTTOM) 1" 6• 5- 6 1/2- 7• Y B' 4 1/2' 4 (TOP) 7• 3 a' 5 1/2' Y 3 1/2 4• a 1/2• 3• 6 1/2• 2 1/2. / (Top) 13• 6' - 6' r a• - /• - 4 (BOTTOM) e' 6 1-/2' - 8" _ - _a _e - 5 1/2' - r - 4 (WITO) 11• 13' 13' 13• ,3" 13• 13' it 12- 17• 10' 5 (TOP) 13- 6 1/2• 13• 13' tr 9• 13' 9• to' 7 1/2' _ 13' 6• S (TOP) 13' 11' 13' 13- 13' 1]' 1J' 73• 1]' 12• 13' to' 5 (BOTTOM) ,J• T t3' 13' 1J' 9 1/2• IJ• 9 1/2' ty 1/2' 7 1/2' 17' 6' S (BOTidI) 1,' TJ' 1J' 17' t3' _ 13' 1_3_• ,2• 17- TO- 6 (TOP) 17' t3• ly 1/1 13_' a 1/2' 13' 6 1/2' 7 1/2' S 1/2' 13' 1 1/2' 6 (TOP) - - 6 1/4' 6 1/4• 6 1/4- 6 1/4' _Ir - - - e I/4' a 1J4' 6 (BOLT.") - _S' - e i/1' 6 1/4' 6 1/4' 6 I/4' a ,/•' a 1/4• - - 6 I/1' 6 1/4• a (BOIL.••) 13• T t 2- / 13' 13- Ir t0' 13• f0• it, B• ,3' 6 ,/Y 1 (TDI' >S'-6' TO B -O' 13' S. 1J• 10 1/2• tr 6 1/2' 13• 6 t/Y 7 1/Y S 1/2' 1]• 4 >5'-6' TO 'r-5, t]' 7 tn!' 13' 13' U' 10 1/2 tT t0 1/2 i, 1/2' 8' 13• r I (BGrtoM) tr 6 1/2' 13' IS• ,r 9• 1]' 9' ,0' 7 1/2' aJ' a• t (BOTTOM) 13' 7 1/2• 13• 13- IS' for t3. to' it* 6. 13• 6 1/2' 2 (TOP) 13' 3• 1]- /0 t/2 13' 6 1/2' IY 5 1/2• 7 t/2• 5 1/2' 13' 4 1/2' 2 (TOP) 13• 7 1/2' ,]- 11• 13' 10 1/2 13' t0 1/2 11 1/2 S' 13' r 2 (BarTOM) 13• r tr 13' 13' 0 1/2' Ir 9 1/2• 0 1/2 7 1/2" I]• 6 1/2' 2 (BO7WM) 13' 7 1/2' 13' 13• 13• t0 1/2 11' ,0 1/2 11 1/2' 8• 13' r 3 (TOP) 13' 7• 1r 13• ICJ" 9 1/2' 13• 9 1/2* .10 1/2. 7 I/2' 13• 6' 3 (TOP) 12 1/2.12 1/2 5 1/4" 6 1/4' 12 t/2 6 1/4' - - 6 1/4' 8 1/4. 3 (BOTTOM) - - 12 1/2-12 1/2 6 1/4- a 1/4. 12 1/2. 6 1/e- - - 6 I/4- 6 1/4. 3 (BOTTOM) 7 1/2• ] 1/2' 8- 5' 7 1/2' 4' 6• 4 1/2• 5' j 3 1/2' r V 4 (TOP) 7- r S" 5 1/2' 7• 3 1/2' r 4• 4 1/2' J• 6 1/2" 2 1/2. 4 (TOP) S. - /- - a' - 4 (BOTTOM) a• _ - 6 1/2• - 1• - 6• - s 1/2' - r - 4 (BOTTOM) I 7 1/2' 13• 13' 13' to 1/2 1Y 10 1/2-11 I/2 a- ,]' T 5 CLOP) 1r 6 1/2• 13' tr _ 1J' r 13• 9• Io- 7 1/2- 13- 6' 5 (TOP) 13- 7 1/2' 1r 13• 13• 10 1/2 tr 10 1/2 11 ,/1 a' IJ' )' 5 (BOTTOM) Ir 7- 13' 13• 13• 9 1/2• ,7' 19 1/2' 10 1/2' T 1/r 13' 6" S (BQRTOI) 13• 7 1/2• 13' 1 13• 13• 10 1/2 13• to 1/2,11 Ilr o' 1 13' 1 r 6 (TOP) ,r 5' Is, 13' 6 1/2' 13• B 1/Y 7 1/2- S 1/i• 13' 14 1/2-16 (TOP) 6 f/4' 6 1/4' B 1/t' 6 1/4' 6 1/t' 6 1/4' 16 (BOTT ••) 6 1/4- 16 1/4- 16 I/4• 6 1/4• 6 1/4' 16 1/4* 16 (BOTT.-) SEE MEET II FOR AMCHORY TYPE At SPACING TOM 04IAlA1ONS AIIO Race FIM E BULD110/. • MNW NOOe VVIC°16S ARC M IAMI CAPE 06TANCE ARE AOKWITI D OR THIS SOELME PORE EA. LESS THAN MICA70 ON SCHMU REMADE ANCHOR SPACING In WATOLVIK7 SPACING SHOWN M SO[OAE N THE FouvooO rACtO6, no THE OPERATION TO K POSSIBLE. NOWCFD SPACING OBTAINED PIANO FACROP SMALL NOT BE tts THAN MINIMUM SPACING BOGGED MR EACH IMCIOR TYPE ON Tab SCHEDULE 1/41 1/4. I/a•. 1/41 1/4•. AIJUM rtm -1/4•. 9Pa5R Ban-mu"LAROLMICE -.. TIYRAiOE LEEP-AREA w-« MNARAL ANCHOR SPACING Ca) 3 ) 3 3 S I/T A ,n AARaAOMEOK O♦) 3 ] ,n- r 3 3 1n• 3 ONANOOAJ eca ! ! ,n' a 1n• 3 1n 3'Ir AMA OK BO0610E .) FACM „n• ale - - - - - --- 6A3 __._,. -- - -- __.. 1, - -- ,m Im - ,m m •' SPACINGS ONLY VALID WHEN SPACER USED. IS SEE 1 FOR MAX. ALSO. DESIGN LOADS k MAX. PANEL WHEN SPACER IS USED. 7Ai -IL e A.S.D. DESIGN LOAD M1>d1UM PANEL. LENGTH 40 PSF OR LESS 8•-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF V-10• A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2. O.C. 1/4•0 TAPCON .__ INTO O(ISTND POURED 1/4. TAPCON._ -_ OR INSTALLATION DETAILS POURED CONCRETE OR EXISTING POURED FOR LIFE SAFETY PANEL n CONCRETE BLOCK STRUCTURES 1/4.0 TAPOON.... _ EXISTING POURED 1/4-0 TAPCON -_ - EIOSTNC POIAi[p ANCHOR a 9. D.C.�`ONCRETE ANCHOR CONCRETE BLOCK a 9' D.C.CONCRETE OR CONCRETE BLOCK ANCHOR O Y D.C.CONCRETE OR COMCRETf &LOCK ANCHOR O 9 O.C. CONCRETE OR � '- CONCRETE BLOCK REOURED. REQUIRED. REQURED. j REOILM D. H 1/1• 1/4. N / _.J 1/Y 1/4• 1 - - ,/2' t[4• r `/ ,/2• ,/4• _L(6>4. , / ///, _-- _ I /� MINIS-_--.___-_ ) E.D• E0.4, ED• � i E.D• �/ I 1 I If I 1 1• MA. I 0 �S�C I �.__ germ r ClL55�,1 I-SEPAMTION TO C1A57. I t/a•f2m1• �.-- -� can r N I I/•'•-3m,• EIOSRNSJI .'T' u eous IX 0`SEPARATION 1 r,.{ASS'•INI To G1A55. _ta n�J9 r _-.�' A2 ,% ! ,- - ONE W 1WWL LL/aN Oat 11-CI �i,. - t _ d u ; MASS e f f i cMt Sae Rra ; YTYN oA1 r-C n _ 11 1 t -- " 3j M... PANEL U - I i' MAx. PANEL 11 1 L II + MAX 9 ; 1• MAX LENGTH II A 1 LENGTH ISLE ELEVATION A 6 6' LENGTH I (SEE O"ATMNI .PANEL -_ _. _--__. ,/�. _t - (SEE A I 6' PANEL LENGTH ELEVATION p I (SEE ELEVATION 1' Yin. ON SHEET 12) A - -I. ION SHEET 12) I' Yin. 1 ON SHEET 12) II I - -� ON SHEET 12) If Ir--SEP LA 1 y I 55. TO CLASS. 0 C 1 1 �. -_... - _i I N TO GLASS. T- / -r 3 ; I • / /i j' j %i E D I ED.- ED.• I E.G.- vrw LEOI 3/4' f -.__1.--_.1 /, 1 1_ I I EQL /� R,�ipt LNs. -- w `•Mi 1 " / MIS / 1/4'0 TAPCON �J _1/4 -0 TA'CON 1/4'0 TAPCON ANCHOR a 9' O.C. ANCHOR a 9. O.C. ANCHOR a 9' O.C. ANIIOR O C O.C. DUSTING PORED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EX611NG POURED CONCRETE DR __CONCRETE BLOCK REOUIREO. MOM O REGULAR PANELS .-CONCRETE O LI BLOCK REQUIRED. PANEL _ _ -CONCRETE BLOCK REOIRRIED. _ CONCRETE BLOCK REOINRED. LI E�ANEL WALL MOUNTINGS SALE 3/M,' WALL MOUNTINGS LHunMAA,A.- SCALE 3/8-1- SEE SEE SHEETS 16 t to NOR ANCHORS AIoaIR SESE TYPE ! SPACINGou MR INSTALLATIONS Nm W:�H MEOW MOOR srAAQ 0.) 1 M HAM FRANC NC OR SNG6 11BiUY ANCHOR SPACINGS NO NAWNeeM •A.IORN•NN CeII•M 0", 011,AQ�, OSIar O•a OR) 3 [ODE 06D•NCE ME AOCARD ON = ED ON CME Fo1 EU LESS ANCHOR ON SCIEOXE REDUCE ANCIOII SPALY40 SPACING 3 of MALTIPLYW sNCW SHOWN ON SCHEDULE BY THE FOLLOWING FACTOM AMA m pm gyp,) FAD= FOR HMS OPERATION W K POSSIBLE. REDUCED SPACING OBAAED LOW FACTOR SILL NOT DI LEES 71AAM 2 in• --_-- _ - .--- ----- __ __ ... _ MOAN 5►ACNDTHSCH NOR EACH INDICATED ANCHIOII TYPE ON THE SCHEDULE. r aW Hurricane —'p�P (D W VJ CV O a) �6 N Q 0 O C (6 - O0- O O C O W //SIC \ �A O _O 't-° LJ._ U.- O //�'�� \ V > U .� / ) L- O (1) } A 0- /_ 1c- Cu.) -0 .= -I1L%R ) a z z W J N - C) N zL a 'Y a d fa V, t1, Tn a W Lq F C C L) INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cif INTO WOOD STRUCTURES INTO WOOD STRUCTURES -- ii I• -- •..i7 PT -- - -- WOOD HUOFJI II000 HeI1DER w000 HEADER ''t W000 HEADER ! WOOD HEADER 'MOOD HEADERCn tx2nED REa REO ; �� Eou uD 7FEauneO — ouwED IffawlcD �^^,, \ \ W 1[4'. TAPCON ! _ /4Y TAPCON / �4'0 TAIII r 1 P• TAPCON ANCHOR a 9' O.t. , ANCHOR O 9. O.C. ICI AINCHOR a 9' O.C. I OR O 9. O.C. 114Y 7APCON _ 1 IY TAPCON ) N / / f ) j AMC110H O 9. O.C. HIOR a 9' O.C. O z0 �'', ' '� - - .6 _, i i ! Q . ,/z' i/4' l ',"Big •.i 1/2' I,/4• ,• IN tj2• „4• 1/T• ,/4• ,, _) 1 q ] ' — ---� 2 MAx_-- - 1 ', �T•. I MAIL-- ._ 2 1i. . 1�AIx -) ,.., 1/z• 21/4. L,. i�.! 1/2• 1/4- 2. `11 p AAA% Wn. i.l , � el'! _ _.-_.Wn �1�I .... -.. i MAX IfI N I ,/4Y- / 1 1 6 1 9 I >I O + IO N q j t/BIM-2d,• a 'A_. i� A u`� r R I ,/••s-20.I• � ,r - is t_. a w� R 1 p 1 /4•a 6tR,• OR GIASSIe _ 1 -- Q Bean R Ex6tlyyy I /�,.6 f, - I 13. p I Exlsn('lizp I ,/r•.->s,• k 1�' i i L n B°L 1 1 u I EX6nN(�,I , GL/LSS p T Si Nln r J a` 1 1 I 18NOe OiOR Y-e7 B ,Tf11A� - 1' MAX N I 2 1 R 1• MA2 a. f .: : M1a wIR FWa cLXA55' II 1 1- (PANE ELEVATION ii - -_ _ I v YEA. PANE) IFRCTH n I LOGIN oAR r-rj n ' 1 - ,/� . aK roM 1NB cols 6If I R •L• MAX. PANEL PANEL LENGTH '� PANG LETCIN B , CL ON SHEET 12) I:_ ___ :. _ ELpLENGTH 0 I - aN SHEET ELEVATION 11 1 1 PANEL LENGTH _ _._- -- _ r- o' (SEE ELEVATION '(oN�i SHEET ELEVATION 0 1 -- �_. - -==i ON SHEET 12)---�--- - - { �_ -_ 1 --- (SEE ESHEFTAI2N L _1. - -..) oN SHEET 12) � - T_. o'--SEPARATION •_--.iJ'-- _ _ __ I R I IIr- OP CLA55. I L/ F._ 1' Min. OO IRA TO C1A55tom, T AMTION i '2 SEPAMTOH- R I 1 0 1' Wn. I AMARATION 1NM- I Y , (-��, TO CRASS 6. B I L/2 1-57OA55 �. O 6' B To GLASS. O q SEPAMnON ; }+ l—J '," 1 e ,® t - .'- i e I2 I/2• i i L/2 GU55. i e N I i I. CEO. - _ - 1 _ J. fo -. ;' t/2' ,/0.-2o.lr EO. - - i eYt?oc EC. eE,/t Oc u w�� _._.- i �" 'NCR Ib lIO0 Ni 0 ' ) •an W/IYOe°� 16Q tn•/�� EO t Et \J REOUNEO R0 12 an c 2'.4 WOOD 2'.a' WOO) Ja'W TAPCON - 1/4•R TApC011 �/ i TAPCON 9. Yaa• WOQQ PLATE PLATE AINCHHOR O 9' O.C. ANCHOR O R' O.C. ANCHOR O 9. O.C. PLATE STAGGERED N/ STUD I STAGGERED W/ STUD REWIfED __I/{'I TAPCON REQMRED 1/4'A PANELWIE PLUS REQUIRED 1/4'• PAAELAATE PLUS ANC Oa • 9 O.G ANCHOR O 12 1/2' O.C- ANCHOR O 12 1/2 QC WOOD LATE PlA E W i r REQUIRED ALTERNATIVE R-111W NW"VAs�p iiIIVVEE RR�_��@�r O LIFE SAFETY PANEL O-t-i. FE AO& PANEL M„HHUHnA,I SAFETY PANEL WALL MOUNTINGS A. TI W�MWNTINGS WALL_l�INGS �1EA,AETI4j W SALE 3/8-,• ... S3/8-1' SCALE 3/s-I• ,.....'%D ALE 's C 3; ' GENs FLORIDA BUILDING CODE Non High Velocity Hurricane Zone)..44167 1 FLORIDA BUILDING CODE Non High VelocityHurricane Zone G !�. .4416E 'z exoro n,aa LO. ORY PANEL"'yt.. _ * * N1202a nl[ca AO. F.P. Q I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 24 GAGE GALVANIZED STEEL ST i 21 GAGE GALVANIZED STEEL STORY PANEL PRESSURE RATINGS ' * C - 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. i STATE OF : 4 _ O+V1M e^ (p.R.l AND PANEL LENGTHS AS * : -` O/3T/>e>e DESIGN PRESSURE RATINGS Z PER ELEVATION ON SHE IL ? * -12.� � '- GLOBAL PROTECTION PRODUCTSM UC. (p.s.t AND PANEL ; Nr IL ECOYNe GLOBAL PROTECTION PRODUCTS, I.I.C. �y STATE D I L E C O INe. OIL ) ,mac' CORE ---.- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i T 4e6o 1W. s, sT LENGTHS AS PER ELEVATION ON SHEET yA �•' f R t CPM►ANNr ,$ •• — ie, III STOW MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC O,e• (ORIO 1 J .a aw a r s W� N Wo, n a,N o"'a•'L �1. 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4' JONAL �'1 �-L>'2Lt ,u 3N, W, r a a°wM ale. n- nI,4 z DENSITY OF 0.55 OR EQUAL w.-. trw o�-,w� .N-uH PLIOMIG (e4)e.-TSN0. SAX ryee,er-e7s2 MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC HNNPAHYEAM G ,... vw AI-wN r.: am m-Nm rTONe (RNXAFTs.a rll (RaP)Ees-eTST 20-175 SJ "� NQ r U-OSAIT j DENSITY OF D.SS OR EQUAL �yppp-"„s .t�� oWBNa w. Q ANNAN NLtE1 A ttLLR .N.i P.E. I>"Q w IRNMT MAT 16 IE. XIL/SIIRNnO[/OAR APLtEl1 A lYitT A.. IE COLT'. a I. I..L SHEET NO. SH 1.4. I I 4! 1 11 1 1 1 1 _ I [ l 11 _ 1 - -1 I 1 --) EZ1/18, EZ 1 W/ 18 ANCHORS - - ---- -.(SEE SECTION ¢t a A7Ew/NTNE ¢tw ON SHEET ]e)- -3" Yva.:-. -3' W. - 1• MIn- ,I7�� 1' NNn. :-(SEE NOTE 2) .�Jw<vE.:/ ',,NOTE 2) /14X1" S.N.S., 1/2' ar END 3/16•e NUMINVY POP RIVET * BAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2'I� O O o o o O o oPROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED • I I I • TO BE INSTALLED FROM INSIDE OF STRUCTURE. I I �I i l 1 i 1 I i i 1) PANE NOTES _,_ _: •_ ;) .. (rro.) NOTES Sox r OF 'L (I). D FINITION OF RI c 0: E-Z HANG STORM PANEL SYSTEM I(END PANEL -I i (INTERIORr PANEL) T (INTERIOR (INTERIOR PANEL) 1 ,(END PANEL) 1 MAX CON51571NG OF PANEL * Cant. TRACKS TOP 4 BOTTOM. SEE NOTES 2, 3, 4 SEE NOTES 2. 3. 4 (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK I OTHERWISE A STOP 8AR (,v SMtALL BE PROVIDED ATTOP OF SUCH IIII Irj'�..,(, +t 1 t PANEL LENGTH PANELS. 1 I - (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION ' I SHALL CONSIST OF 1/4'0 20.3/4- M $ W/ 7/8'0.3/32 WING I 1 BOLTED PANELS r/ 11u 20.1' ' NUT OR 1/4-0.3/4• Min. THUMBSCREW INTO TAPPED BOTTOM I I EITHER O TWO e K. LOCATION FASTENERS Y AT R F l I IeI : I ss BOLTS e LA OVERLAP COIL 0 OFSOF EXTERIOR PA L. 1 SECTIONS AS APPLK.IBLE) ExTERIOR FLAT FL}NGE$ OF END PANEL. I (SEE 1..Ll_I- 1 1 Seer _ _ .� ... _ L•,1 1 j _ OF (4). N CAS TwRi END PANELS ARE OTCONNECTEDTO BOTTOM ' - r - "I--- j I I "- - -' I'.•• TRACK (i e. A STOP BAR IS ONLYUSEDAT TOP) AT LEASTTWO 1 J i T j i I i wJtPANELS SHALL B£ CONNECTED TO BOTTOM TRACK USING SPECS ----------t--------1--�--1--C�-�'-r-C-'�-'�-"�----I-�-I. j-'--'�--f---}'�- INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF JJ : �JJ_L1JJILLJJ_LZ-.JJIL LJI�C L-IJ11LJJ_LLJJ11;1JJ_L1JJ1 PANELS TO BOTTOM TRACK MAY OCCUR AT AN PANEL LOCATION e J - 3' nip. SEE NOTE a _ - 3' ua. - I' con SEE 1 SEE " YID t INSTALLATIONS ONLY VALID FOR WINO Ow/� NOTE 3 ANCHORS NOTE 3 SPEED UP TO 170 m.p.h. --._ -_ --(SEE SECTION EZt A N?ERNATNEE E EZ1W ON SHUT 15) --_--- _- EZ1/18, EZiW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) SCALE: 3/32"=1" 1.8e]'(Wt O.Vt AP 1b.. GAP .1 1WIOLF VALILY) ; \ MAX.cAP �. SECTIONA -A .................. SCALE: 3/32"= I " �a A. TILLT.. �.`y�Q'; •' EN ''• 9 A•. FLORIDA BUILDING CODE (Non NI h Velocity Hu, Icons Zone • ••. ? D1om n1Om' 24 GAGE GALVANIZED STEEL STORY PANEL oRA.ww"a,. e 44T B7 . #• * - o'• STATEO� r J I O ENe. GLOBAL PROTECTION PRODUCTS. LLC. 0"T ern? 5 E ':,9�.• F( qiOP S4aiLt> Txln I. No a uEo cusw cow.NY °°°I'V°°�n vvr. MIDNE: roasMea-]a a. rw. ) 20-175 FF; . D .•'� PA.. rsi o„�'m.�. �: 111i(] • G--aDOa)19 WIIwG Ne aN TLR A TAtlr i.. PC P)111111111111ro''L NI ] a11QT 1) O is re ENGINEERING ENGINEERING EXPRESSa PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17111KI - R2 EX Project Number: M31543 Product Manufacturer: All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Bukling Commission) Rule Chapter 61G20-3.005. FAC., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluate) as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at bast equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Corte modifications or revisions. Substantiating Data: a PRODUCT EVALUATION DOCUMENTS raw EX ding #20-31543 titled '24ga Galvanized Steel Storm Panels (HVHZ 6 Non-HVHZ)'. sheets 1-5. prepared by Engineering Express, signed & sealed by Frank Bannardo. P.E. Is an integral part of this Evaluation Report. e TEST REPORTS Uniform static structural i performance has been tested n accordance with TAS 20 2 test standards per test report(s) SBT-ASG-17-001 byBlackwaterTestfnit,Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) OBT-ASG-17-001 by Blockwater Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural 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, Minimum Allowable Sports 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM*ENGINEERING EXPRESS.COM ENGINEERINGExPRESS.COM iu I.TII•L C (� H1L �.k.v ,vrs. culls H I - x is ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Stonn Panels No 33% increase In allowable stress has been used in the design of His 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(s). and Is accounted for in the engineering design of this product. Wind Load Resistance a This product has been designed to resist wind bads as indicated in the span schedules) on the respective Product Evaluation Document (i.e. engineering drawtrg). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with as components noted theretn. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document [i.e engineering drawl as noted herein. n9 n9 n9) All supporting host structures shall be designed to resist all superimposed loads and shell be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted tot in this product's respective anchor schedule shell be designed for on a site -specific basis by a registered professional engineer. m which are en installed shad be protected against corrosion comarrinalion and All components e Pon permanently Pn penmen other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, 2 1 !'RSnMfN �. Frank Bernardo, PE ENGINEERING EXPRESSO #PEO046549 1 Ceri Auth 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM OE NGINFERINGE XPRESS.COM ENGINE ERI NGEXPR ESS.COM - -r. nwR), PN .NVHi CA. mRF T �P , r PY J h; w u I! A *K _ 0 zz - a IL pp .'I p NO C �id - 7 U) ED _TUN TN f _ 0 LA,T 0: g I"D' �" H crnlxo nova NouxT scrnON can` rill .r U.. d W FZk Wit a x rn s=rnor - VI rPL Mn.v L _ W Q 'r1T.ciR I n 1. . n .Er•.�,m.., M .. rET ,FEL1lF R ' w`,[•n n� T �.i 20-31543 - I I INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK AND HANG STORM PANEL WOOD STRUCTURES C� POl1RE0 • OCONCm�RETE BLOCK N -Y4.0 TAPCO.c ANCHOR 0 12" O. EOUNCONCRETE, � REOUWED. . 'I i � 1/4'0 TAPCON / 1 � //14.!' APEX HEAD TEN ANCHOR • 12' O.C. ��i . ^-ISCREW� ,}(4' FROM w000 HEADER I REOUNffD f• .," /14.1' MEx LEAD TIX FTeOY - ��EWOO,y4' ) j� Y E.D - 1T. - _ .- Is. ewTs s4A zz ew II 1 q G 11 11 I" Min. I m rwl PNEL x I 1 3/I SEPARATION 10 GLASS 1' Yin. O^�-TO i !URM1M G1A55 j A.UMEVUM POP R I ' RIVET C 55 Cl/LSS. R I IL POP O RIVET a_....V, __..-_r-. SS awn w I YAx. AT P OA; _ - i PANEL LEMOTH I 1/.Y-1a1• _ L gaw1511 _ I MAX. -- 1 PANEL LENGTH a I I♦ /�- Y-1//4'0 e-SEPARATION I 70 GLASS. O I t at R - -- t 20.2• THUMBSCREW i soft To GtA45 0�. 0 I '/ 4►-20.2' OF V I--fXUYBSCREW B 0 I /.� / /i I I 77 1 ED IrrK /2 EQ 1/2 1, 4'0 TAPCON ANCHOR ,:�/• 12" O.C. 1/4.0 TAPCON i EEIIl1r511NO POURED ANCHOR • 12' 0 C - I -' 2•.P WOOD - 7tLATE ., OONCRLTE OR CONCRETE BLOCK .. .. _ _' . �_ REOUIRED REQUIRED REIDVNED. WALL MOUNTING ' WALL MOUNTING SECTION E21 SCALE 3/8-1- ALTERNATIVE EZ1W SCALE 3/8=1- LIHIO111111111 �rLP A: TIL[%j4 '�Q�''� CENSF-✓9�4L� PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6 _� 0.441 z ; * 4d 2e 4 Fm ME, FLORIDA BUILDING 24 GAGE CODE (Non High III Nu Icons, Zeno F.P. GALVANIZED STEEL STORY PANED n. PRESSURE RATING ♦/- 40.0 p.s.f. AND 6'-0' MAX •o'• STATE 0 _-- j - IL E C O GLOBAL PROTECTION PRODUCTS, LLC. DnE PANEL LENGTH. �aF- FCOAIOR__: INe. 'aD° z0 a1 sTvn 2. FOR NLYr WOOD FRAME CONSTRUCTION: W000 �v •!+-' - Tru,x, Iqy coin A1w tNI R MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC H+"- N M ( Av�V4 SyQ L E A... I>d1 n+-,m�-: pml """ En Fn _,vr 1. ( 20-175 ncrc: (as.Mes-)a.z ra (Fa+Y®a-na7 DENSITY OF 0.55 OR EQUAL. IIIIIIIINa G-OD°e),L., oRAx.lc Ke /gDNATIJA[/DAn wK� P.[ 1 T San Is or le ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNLIMITED (PERR TO PANEL SPAN) TOP MOUNT (CONNI TYP. TYPE AS REQ'D) SECTIONS WA OPTIONAL!"STITCH BOLTS WITH WASHERED WINGNUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE AJ �^ APPROPRIATE SPAN TABLE) N PLAN VIEW aaai 0. RD.15b" J 1 BOTTOM MOUNT ♦ i 1 (CONN TYPE AS \ 1 REQ'D) \ R0.391' / MAY BE AT T - a BorrDM I TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT L-R (CONK TYPE (SPAN ABOVE AS REQ'0) TRl3CTION) �?:>T7OM OUNTORN TYPE S REQ'D) m� - <"Ja OBSTRUCTION In� O (LOCATION MAY VARY) TOP MOUNT v (CONN TYPE AS REQ'D) BOTTOM MOU (03r N TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCH PROPPI DIED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY VJINGNUTS FASTENED @ R( SPANS ABOVE a BELOI'J 065TKTION. OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SERA-11011 IF- (HVM7, WIND ZONE 4 is ESSENTIAL FACILI TIES MAXIMUM �. DESIGN ALLOWABLE INSIALLATIONS 1ESS INSIAII.TKINS GREATER PRESSURE SPAN IL-) THAN 30' ABOVE GARDE THAN AV ABOVE GRADE i (PSF) /30 13001n - -_-- --- /35 13001n 6.061n 2161 FFF ,/40 13001. 6_06 M _..- 2161, ./45 13001n _ -_ - 606 I. ._--._... 1. 161n / 5U '� 130 0 In 606 n 2 161n / SS 1 FOE 608 235 60 / ..__ ____-_ e37 n ) 609 n 153 - 59 8 n _ 6.17 m _ 7 72 _ FAN bLNtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSTTIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CON3UNCTION WITH ALL MOUNTING EXTRUSIONS ("F"-TRACK, STUDDED ANGLE, ETC.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOtAT10N BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLESEPA A ONFROM THE TO PROTE{T. 2. SCHEDULE l5 REQUIRED FOR USE ETH POSITIVE LOAD ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVMZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND D.NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R to MAXIMUM ALLOWABLE XYN / ` FroIJ DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. FRE55U RE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN F00. ANY ASSEMBLY AS SHOWN. GENERAL NOTES: CONJUNCTION WITH THIS DOCUMENT. 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A LS SAFETY FACTOR. ), ALL FASTENERS TO BE X'SI OR GREATER SAE GRADE S VLILPSS NOTED O7HE0.1YISE. FASTENERS SHALLBE CADMIUM -PLATED OR OTHERWISE CORROSION.RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION 3.3 BY THE ALUMINUM ASSOCIA7I0N, INC.. & ANV APOCABLE FEDERAL,STAT AND/OR LOCAL CODES, B ALL STONI PANELS SMALL Be 24W STEEL ORD 024". a. STORM PANELS SHALL CONFORM TO ASTM A653 5TRUCTURALQUALIIY S EEL. G60GAI.VANI O COATING WITH A MINIMUM FYMe.l NET. 10. ALL ALUMINUM EXTRUSIONS SHALL BE (063-T6 ALUMINUM ALLOY. UNLESS NOTED OTHERWISE. 11 TOP & BOTOM OETAI LS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 12. CONCRETE ANCHORS NOTED HEREIN SHALLBE EMREDBEDTO NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURER'S RECOMMENDATIONS 13. THE CONTRACTORIS RESPONSIBLE TO INSULATE OR PROTECTALL 14EI43ERS PROTH DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, Bt..I. IH[K'MMInES 6 SAVES HARMLESS THIS ENGINEER FOR ALL COSTS DAMAGES NCWDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH LS CALL® FOR BY LOCAL, STATE, & FEDERAL CODES a FROM DEVIAnoxs OF THIS PUN IS. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDrrIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 1e. ATERATIONS, ADDITIONS. OR OTMLR MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND NVALIDATE THIS CERTIFICATION, 17. PANELS SHALLBE PERMANENTLY LABELED WITH A MINIMUM OF(1)LABEL PER E VERY TO FEET. CONTAINING THE FOLLOWING INFORMATTON' ALL AME RICAN SH UTTERS AND GLASS WEST PALM BEACH, FL TAS 201, TA5 202 & TAS 203 FLORIDA PRODUCT APPRWAL NUMBER VISIT ECALC.10131643 M $ra Mal e'1e�=i�ee coMs3«aE M �J MNB. Ir>30RTD a N90lJRCBa TLANXBENNARDO PE PEM IG , F 41. LB85 Y F_ aJ ae I' E., = u Fau�- I1YpyyFE1' Lm P I told V)D LUG aW `eaGa G < fRAH,19ENMAADO.ce R PEDp,65,9 Gr 9ex5 MINIMUM ALLOWABLE SPAN SCHEDULE yR, - TOP MOUNT A� �� L L �' � ;•� p3A Y nr Me.ae, o• o• r tr 2 z z r D• x r 2r tr' elNdaa V Warier 0' P 0 23' 2 r 2r 2Y 2 r' CrP 2 2r 2r 2.5 e'U' Maadn O• 0' 0' 2r 24" 25' Zr_ 2r IF 24- 23- 24- O 2.6 & SW 2r 2r 23• it- 30' 3r (r 3P 2r 30' i t- 33- ELBk), •F-Trick 2r 24' 2r 30• 4V SIT 2r 4r 2r 4r 30- Sr 0 'F' Track 2r 25' 25' 31' ST Sr 3r SW 2F W 31' SS" 0 Sale 22' 27 27 f1' Zr 30' 11' 2P 22- 2r 11• 31' 1- Nod Mount 24' 21 21 30 4r ST 29` 4r 211' 4r 30' Sr •V HINI Cr r IF Zr 2r 25' 22' 2r 0• 2r 2r 2r •F• Anglit Track 2r 2r 2r 30• 4r 5T 2V 4r 24" 4r 30' 53' SNd Sa MPWP Zr 2r 11• 30' 31' IV` 30' 2r 30' 11' 3r 'C' Track 2r 2a, 2r 3r Sr 55' 31' Sr 2r Sr 337' 5r t. SPANS SHOWN PORE ARF NINIPIU,1 SPARS BASPD DN N,Y Or MOUNTING to LEND— I I AT TOP OF BOTTOM. PANEL LENGTHS IEa5 THAIJ )HOSE NOTfD IN TABLE ABOvt ARE NOT [fxmin D IN TABLE V) AC<EPTABLE RE • NO SEPAMTIOH PROM GLA55 IS NEQUIRED wP1EH PANEL LENGTH is OREAn:R iwry ,HAT HOTFO FOR Q RlSMCIIVE MOVN,ING fa+&w.nvM Aepvf ). SIDE CLOSURES REW FOP Nl IN TABIf .eDVE. wHEPf 510E NOT J - n TIO-. RE UIRED IR PER usEc w•TH w1LooUT MouNnND corromoHs. REQUIRED sEPunoM moth GLAss sH4L aE PER OrruL'E 0 �' APPLIf5 M Bon, _2RA 1w OR wfiHWt STITCH III AND 2491 PANELS a BOTH WITH PANEL rASTENF45 O t 2 5' OR 6IS' O.0 Z 5. PAHELs PUT YAN ]E M NMUM us1HG ONE 11) Or TH[ OPnoNAI ]pP W BO,TOM <LOSVRtS PEP ereranc IPEP ceTul _. I ,.sTNv Arc. P,o,,vrilNc ccNnmon sHovN IN nNSE IMULwIHrs Q L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. O toa QQ Y x UST AAHFI IMTNLEC Z,71 n .. RF oat ;nrtuvn � "llT O AD.IArEMT PANEL W < 1 s-s 11 "uALA ewi DA MACHIME I .. FI olA UT wJ col NUi • W45HfRED WIHGNUT Q ON INSIDE fK! ITU..:-MACHImE. [wASHfo � � KTUD I<- H6HtP a ILA." O C. ONNECTS BOnOM MPJH* faTRUSiDH TC PRHEl1 - MDUHT j �3li BD'TOM rrPf AS 1 RED 0 1 p' 7 . <DNN rice AS RICO P 1. I -— ANCHORS Al [.ISnNG coH'ReTe. DI SPAONG OF HNF THE vLUE HaLow wo<x w m N 1H AAKHtl9 WOOp cRAMING SP:CIHG ]AWE. ° [ACH PANEL ADJACENT ra ECAr55 PAHEL) CVRWMNwIt6aNOPR 20-31543 M OPTIONAL EGRESS PANEL DETAIL 5 INTERIOR FASTENING rrOCNMARDO, PC Pe D W rJ.. SBBS t-2250' 0094' 72990" 2250• 2 250" o.7so" 1�7 - O.o99"-�'009a^ .iz5. S'.094" z �i lJ u.�- r62S• ,N 8 8 r OTI2P5' Q le GA -S$ T 0.099" 094" .O 120" O. LI TYP W = 052' 062" Ti ' .094" _ 1- I 1930".1.930" r•'O.D62" I �{_D.D62 _3]S"� .062" T-0. 125° 2.000" F"- ` ENS 1.35 ,030" »l 2.OD0" 0 062" 2� - 2.OD0° I-- ,I 2.D00•2.020 I� TYP. 19' 7: �.721•' 1.180"y•N' LEADER 3 p �s[El>-OUT 'If HEADER II II II H•3.380" MAX 0 313' '3 1.SL I. SFPO"1- �LI.560"570 I 0.365' 31 0.376• �r 5 D.350 L.00]' R '1pp O.L790.19p(I-I rD,6�5" D376"^IT I2.SSO ce D0" PANEL COVERAGE 5I�,,- LRa�.#Li .A O� �- 0. •150' 0.250° OASO' ,'( 00 14.B75° PANEL LENGTH Oi IVp I'1 � 0.545" 1 IN ID Oat 0 d ! u z 2 oTOYeo `I �I o.09 k� 0�700" 0.065" 0z710" R0.135' .3 05" to V a1LD-OJT TRACK i."F' TRACK�'F• µpll _ TRH L 1RACK M A NOruT 0.957" lJ 0. 135"Z ° 0.376 ^S417.655° Z w'-];'•tip �; :> O. t90' 0. Z n. v - �� O�RCCTION OC rq� G V� I-3.000'0.125' �� REVErsSED RT M :,,y •R ` _ _ Tye i � TRAC 11 ,sill p "F• ANGLE - K fUTENDEDI Q Y ' � 1.000°°'.5� r.'r�nllnV:C �?LATC➢. _ <. I. �UH.I (!9 TT12 - DS 1S1 OVERLAP DI:: T+v C''� .. 1HaQ�; I w g n 4"MAX. /\ CONJERCYOSURE DETAIL L %.25, MAY. rT� A 0.1BY _T �.25' MAx. < ry M1.fe . MAY. •n �rM<PIJ BU]LD OUT W Cd DISTANCE *r r TSP,v r� I , 1.00D• le R... EMBED {$s[,R4wzQi LOW`� N RJA -i v+ 1 .R .@ OVERLAP 3*MAX 920" q R'-s vu j e't - �w n� zs^ Max. lr NTs MIN. r- . , T �{{ x rdB i 1.50@ 1E� 4" MAX. MIN ^iL CORKER CLOSURE OETNI.a , n - -•, /\ TPAPMWNTC_rE_A0. n r. -r.. tr 9 NTB �3�ass 19� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 6 1,2. 5" O.C. ®F��®�83�®®�E•1E� - Ii�il EEEM® ®®®f»® mm E=111�i % E�f1�E��E�ElE9El�tl�E� ®�M®MEIII Kn ER IIA- WIC1P OE4:TANM ®�®�® 48 ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIHIED HEREIN, BUT ONLY PRW IDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED I N SPAN SCHEDULE SHALL APPLY, 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL B ANCHOR TYPE. DESIGN LORD GREATER THAN A T T SELECT TER NOR EQUAL O NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATE0. THAN OR EQUAL TO SHUTTER SPANS EI1Cf CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONYEC71ON TYPE). 3 'PANEL FASTENERS" ARE STUDS ED IN COWUN V R ETU USED CfIL F fTENER MOUNTING TABLE VALUES ("P'-iP/1CK, STUDDED ANGLE, ETC.). USE 6.25" O.C. PANEL FASTENER $PACING TABLE VALUES FOR ALL'H"- AND ^U"-HEADERS (INCLUDING BUTLDOUT CONDTIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EEMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEOULE. ]. MWIMUM EMBEDMENT AND EDGE OISTR NCE EXC W DES STUCK, FOAM, BRICK, AND OTMFA WALL Fl NISHES. VlALL FINISHES SHALL BE LIMITED TD 1/4" MAX OR SHALL BE YERIF3ED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 6. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIPT THAT FASTENERS ARE INTO ADE ATE WOOD FRAMING MEMBERS, NO W QU M T PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER $ APING AS EVER SMALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" MIN.)WOOD ' (D STUD ' EDGE DISTANCE IS ACCEPT WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PIE" G-0.55 OR GREATER DENSIT . LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. L1. REMOVABLE ANCHORS ARE DEW R AL T PANELMATE ALL -POINTS SOLID -SET B BRASS BUSHING. L2. MACHINE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMEMENT OF TMREA OS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES 14, DESIGNATES ANCHOR COND TIONS WHICH ARE NOT ACCEPTABLE USES. 15. * DIRECT MOUNTING CONDITIONS- 1 6 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON THIS SHEET. F gif 9 O N C_ ^� W O U N L 0_ O C .� Ca U 42, C/) O M '�^^ V! O O Q O W O LL ��••0 O CoO .� `-100 ^ VJ 0- Q cal ti o LO �N/ Q - X I1 L. N n 0 V 0 C < 3 C 1 -UU Cn W A� CIO O 0- U CIO _0 0- U CAA' CIO 00M L1J c G Z Z Z J ICL SHEET NO. SH 1.5