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HomeMy WebLinkAbout6358 Bar S Bar TrlI II I v - I I I LI , t , , ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookSheif FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom W-,dow DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Couct,�r DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail 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 WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. 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 06/25/ 12 2.0 08/11 /15 3.0 03/06/ 18 4.0 06/01 /18 4.1 06/07/18 4.2 12/19/20 5.0 NEW BASE PLAN GRADE BEAM FOUNDATION 2015 NEW CODE UPDATE FBC 2017 CODE UPDATES RE , LANAI & WI REVISED DINING WINDOW TO 35-SH FBC 2020 CODE UPDATE LENN/%R� 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS 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 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. -- 4(L) _r_ 0O r- O a U N .•� a m x .-- M LL -0 o s �-� (D 4) U? E Q o cr_ -.. .: e J t'^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a o �$ 0 <°°r°3t 0 LQ 0 a J LL LL a 0IX Z_ � 0 -L'J 19 rD M0 Ooa J WL-N Cl e Z aZ IY ONC'UULLC) -J (n Z _....:. ., ... W ❑0❑ V M � z N (M o g z N z � � Q E31 U) - N N z (1) CD s a-1 N C6 C) O w o N c Y �N U L IJ J _®J� I U 'o M • Q N IIIO co w M Z2 i; s Z Li- QE o wo � , Zo =_® 0a Z F- CL O XO Qi �` Ono U O oZ a wz N � L o Q O ¢� m 3 c N= 3a a O o LL Z � J c� ,e w f N 0, 0�Z oa Z Z 50 w0 �z W a U <� aLL =G � o co '0 a oo- V' as �0 > LC) J Om m C9 co 0.. v) m O � C:) CO N N U) T Q N m N v; CV o Z Z E (� c FL E •• a °3 0 Q o c c JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. C S -- tell 1P� I I I I I I I 1 11 1, _ 1 1 1 1 1' 1 1 1 1 1 1 It 1 11 RIAWII I I _ -- - --MIL O. BATH I BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR _ �� TEMP OBSC b 0 00 O. BATH I _ I I KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0- (0 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR, / TOILET TOWEL BAR A ON BATHROOM WALL MEDICINE 4 I SHWR. 00 VALVES ®�- CABINET TOILET PAPER ° c° SOP DIS I HOLDER q v } o n OLL Z OLL z O i V i O M ETO; FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS VARIES PER FLR. PLAN SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER - CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS 0 COUNTER TOP 30" H BASE o O CABINETS 00 o -00 LL tiry F u' '4 0 2X a 4 r h m FRAMING io 9 _o 1/2" GYP iv N v C? BOARD FIN v R. r FIN. FLR. SHELVING P.T. SOLE PLATE - X ISLAND COUNTER CABINET BLOCKING I 1'-4",, 74" �1'4' ■ •-------------- • ■ ■I LANAI ■ 1 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I O I HB I I 6068 SGD I - -. T, RKFS 8-8" FLAT CLG N TILE = 2068 r _ cn BF N T-0' 6'-6" p II I L__JI1 • W CL II O I Z - :0 O 1 1T' 1 Q _13 OP M -- ZU) a KIT.tl 8' 8" FLAT CLG. TILL I W PLUMBING LINE -- „ TO SECOND 5'-4" -0" { 3'-0" I I V-4"X1'-4" "L" SHAPE CMU COLUMN 10'-4" J TYP. @ '6 2-STORY O 35 SH 5'-0" DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET v T AC PAD I I Co I� ALT II AC PAD 11 �- L -- -J 'r 4) rn LO CV J S6 TYP. @ 2-STORY • FLOOR I AL - I I M (3) 2x4 #2 SPF 1/2 WALL = A O STUDS W/ (3) OR RAILING I I 16d NAILS AT PER SPECS j4, N f - o - BASE FLOOR G.T. II II II II IIII II I ►I I II - A '- -- WBF �I I ,I I I UP pO ■ 4-8" FLATC�DLG TI LE .116 115 11 11 1 2 11 1 18 171 II g 15 I 1 I I _�- OPEN _ TO ABV. S3 ■Q6-4" SHEAR WALL ��� FLOOR G.T. (3)`2_x*#2 SPFI EDGE OF SLAB 2" STUD W/`USP- W B YOND WALL HTT16,@ BASE w � 4'-5" 7'-3" 7-0" M ZO r BUILDER TO PROVIDE Q FOYER � F- LU APPLIANCE PROTECTION S4 w v ? C WHEN REQUIRED PER FBC S3 8'-8"FLAT-CLG TILE > O In Z p z H 1 O W/ USP L TA18 STRAPS ■ ■ ■ 1 - �- a U (CENTERED) EACH SIDE OF J Q WALL TO LOOR TRUSS O` 00 D I I S6 J v ABOVE Ca 16" O.C. `oo I I L` co TYP. @ T 2-STORY ■ U Cr J GARAGE m I I W 8'-8" FLAT CLG. A.F.F. U) u__ XI N "U)' ' I ENTRY OQ 8'-8" FLAT CLG I I AFF I I A--------------------------- - -` II S3 I I I I I I I TYP. @ I I I SINGLE ■ I FLOOR G.T. I • -------- STORY ■ - - - - - - -------- j 8"x16" CMU COLUMN j I W/ 6"x12" ABO E I r O En 60 K INTERGRATED INTO I 12"x12" CMU w/ (4) I I #5 VERTICAL HB 1 S4 WALL W/ (2) #5 TYP 1 GARA @ VERTICAL I M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- • • • ■ 16070 OVERHEAD DOOR 2" 1'4' 16-0" 1'-4" 6" 4'-8" '-0" 18'-8" 64" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 EO +26.6 / -29.1 O +26.6 / -33.5 GU 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 1812 X 25 2 S.H. 13 20X38g 181X373q S.H. 14 20 X 50 g 181 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 g 26 x 37 a S.H. 1 H4 27 a X 50 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37X38$ 361X37314 S.H. 24 374X50e 36 X50 S.H. 25 37 X 63 36 2 X 62 1/2 S.H. 26 37 X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 5212 X 251 S.H. 33 54 X 38 52 2 X 37 a S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" 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 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A �O 1­ O tv � L) N CCL L m .- MU_a 70 O �- -� 0 O _0 nI Y - N � Q C Q O 5 s_ jr N 4 L 0 - ) F..fl 0 O - _ Q `= _ � a LI L L cli co . ,{tf!s111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (A ,. H 4 Lo u00, o �QE m�00 8. N cp Q Q 13(� n. �r�� J LuLL cNi v a- Y LL LL a 5 O Z � c, W W IL Z w 1. o O~ w o��� mm¢ °' CC)N o J d M Z _J N O =. Q < N 0() t W o00 z N M z � � Q $ J N VIA Q1)' M 0_ s LL T w 0 w s N V) c in U � �0 Of 8 Q CO Y s� MC:, o co ¢ y w Z Q E E 0 o <� Z® z ►� _ o E %o O F az ao U0 OU oz h Z CV ¢w wg z N c C J <o 3 o` y0 m o z� <w f V) z F 0 Z zo ¢U W 4% CIL T U O ¢ O aZ. N% J C o w� =< �o a Vt0' = O0 3 � O =0 ` > Lo J m 0 �. CoICY N QU) U / /1 M N O N Ln r Q N T m N m N o ;EZ E N M a CO Q p � JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 1.1 11 nHSIL'1' n I1 YI 11_�JFV �_ I1��!11 - 0 3/4" PLYWOOD DECKING---, FLOOR SYSTEM r MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3' STRINGERS w SIMPSON A35r MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D @ LANDINC STRINGE CONNEC r'IN CONT. HANDRAIL RETURN TO WALL DETAIL SCALE: NTS STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS W/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 15 , 36" H. CONT. 14\' , GRASPABLE 13 RAILING 12 \ M I ` I 11 ` 1 Orr f I 1x TREAD i°�� i = (TYP.) 9 00 I r $ � co C4 STORAGE UNDER 7 - STAIRS 6 2x FRAMED 5�' WALL 4 1x RISERS 3 (TYP.) 2 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = V-0" SEE PLAN FOR LANDING DEPTH 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 1 x8 CAP & CASING 0 10 TYP. @ �D2 CORNERS ib 6 = H 1 SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H1 s N D2 O DRYER VENT THRU SIDE WALL- _J ca 04 HANSON BOX @ 36" A.F.F. WIRE SHELF - @ +54" A.F.F.. J S6 TYP. U.N.O. 4)_ SIM. W/ (1) MSTAM36 STRAPS @ BASE v 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 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - I 125-0" I I I i H1 I 16 I 2 CAI 125 ISH TB 60" X 36" EGRESS* SHOWER -0 FIBERGLASS SURROUND TP 4-0" - 5'--0" q o.--BA 2668 2(ia8 g'-0" FLAT G. BF In TILE - - 33 4-SH I g 0" FLAT CLG. q U) I CARPET 0_ 20684.,E IACCESS� „��1.10"�, I , Cr L------------- R&S 7 O s v 3'-3„ 3 co do 8'-BAG= -6„ TB - TECH CENTER 7-9" 5068 BF U ( LAU N &-0" FLAT CLG: TILE I3'-11° L 3'-10" W IKi H1 0 ED26 J B TYP. S6 N.O. 25 ISH EGRESS* OWNER BEDROOM 8'-0" FLAT CLG. CARPET G.T. 00 - r 15'-8" BEDROOM 4 8'-0" FLAT CLG. CARPET 0 /,-1/2 WALL OR RAILING PER SPECS 2668 1 V-4" 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 e (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 O/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 SIM. W/ (1) MSTAM36 STRAPS @ BASE J ss TYP. U.N.O. U) W _ w U)I.L w N 6 D2 2668 O - BF 6' � I 3 ( D2 I cp N I �LN SIM. W/ (1) 5068 I G.T. _ ;I:_ _ MSTAM36 BF 2 11'-2" STRAPS @ I BASE BEDROOM 3 1Ir BEDROOM 2 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET EGRESS* El I EGRESS* I 25 SH 25 I 9 H1 I © D2 22 39 © I D2 H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 L- - - - - - - - - - - - - - - - - - -----------------J 01 5'-10" 6-1 0', 6-8" 6-8" 18'-8" 6'-4" 0 in OPENING PRESSURES ENCLOSED-EXPOSURE"C" (A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 V +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 1 X 25 S.H. 13 20X383 181X378 S.H. 14 20 X 50 a 181 X 50 S.H. 15 20 X 63 18' X 62 S.H. 16 20X72 184X712 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X388 26x37 S.H. 1 H4 27 1 X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 a X 26 36' X 25 1/2 S.H. 23 37 y X 381 36 z X 37 3/4 S.H. 24 37 a X 50 8 36 1 X 50 S.H. 25 37 a X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 5212 X 2512 S.H. 33 54 X 38 8 52 1 X 37 J S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 X 62 J S.H. 36 54 X 72 52' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % 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. 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. 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 -11 77 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) SECOND FLOOR PLAN - ELEV-A SCALE: Y4"=V-101" �tio N QU N N a- co X a- Cr L- a ."- N V M O fa "O N Y C T) r Q S v) E Q O . WN n cG > O ,f raj v` AV i C o XA Fri, 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 10 W E r i! 0 Lo g N N� m 0 • - ° xc LL w 0 tll Q a a- U)CN v u. p- Y Ji to u-L a L v' O Z L N _ 5'�NCD O _.J W 0 2 CPrn Z ILa 00 N coZ _JrnO Z O U U N >.: W ❑❑❑ c, z o z z o J Q(D ro w a V �Ln � s Ln Ln N ]k M CD U q w m E ^ I 511' va Q W 0 n o • AS N � c>7 J z M M z1 U aN 0 E o wz Z® Ft6 CL o Ev U a= 01 �< o N < o a= w w �� v C C m� O of Z� Z v N J m < w gm a'i 2 � ,m o o< Z Z go W Q a �Z aLL 3 =� o < w` VV' za aF 0�3 � 0 O = i > L() 0 m O W L � CO N a- o U) U in CO a--+00 04 O (.0'� � N N IUD T Q r N ui M > N N o Z Z :3 E N y a- U J Q J JOB NO: 22-02373 SCALE: AS NOTED SHEET NO. 1.2 I I . I 41jr• I I I' FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 60 5.012 � FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FLASHING N -------- 25—SH—-------------------�5=S1—F 2ND IN FLR T.O.M. RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS HDR. ---- — ——TEXTURED UoM 0 00 o a $ CORED 0O CEMENTITIOUS STUCCO 00 ib FINISH ON _ (o CMU (TYP) T N Ll 4 N FIN FLR_Ml 3068 FRONT ELEVATION — A SCALE: 1/4" = 1'-0" 12 5.01 9'-0" RIDGE VENT 1 I 12 12 CJ 25-SH CJ 14.0 ----4.0� ---------------------------------------------------------------------------------- - ------------ CJ/WEEP ------------------------------------------------------- ------------------------- 25-SH 25-SH ----- -- -- - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 �O ti O UN := Qm X M Lt— 11 t— Z -0 O L � N C c� 0 C\1 Q O L) LL- C U-, 0 c J ,= > W, •�•,�I FE SStpi`��,,� .:llilll1115 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 ,o -; v E O M 8 c0 r it •� 2 to ;k LL W a) cnrr�� W d N'T n — Q �LLLL WaL� s 7 (6 _ W n(0m J Z IL 00 a N co ZW D O ZOU U� uVi z N o g z N Q J— d � — N M z LL �N s LL `I -) w � V O �„ g N C N M � , U a LU m J c� ' i.... t U o C U) w Q 00 Y • r. Q o C.0 Z M M i O Z < U_ Q E O zo �� o� wz Ery <� _® oa Z IN ru _ O E N �a a p D ° ° ° h Z L < O gg oY U " m ° O Z Z a0 N J 0m a <<w 2. N o< 30 w< a z. W 2U � "w wa ;o o is aF o�3 O J > Lo rn m c9 Cr W m CD 0 CD CO N N LO T Q r N 6 m w N w N o Z Z E Nco E a- U a 03 Q 0 c 3 JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 2.1 •r>�i I I I - 1111,1w I I _ _1-1 1 __ L I I ) ) i i I a ) 7 12 5.01 FIBEREGLASS SHINLGE INSTALLED - AS PER MANUFACTURER 4' OFF RIDG>VENT--- SPECIFICATIONS --- - T �� EXTERIOR 80 CJ PLASTER ON F_ El FRAME 25-SH 25-SH FLASHING 2ND — IN FLR ---— — — — — — — — — — — --- c a 35-SH — — — — — — — — — — — — — — — — — — — — — — L — J — 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 1 H3-SH FLASHING 24 SH 12 12 ----- 4-01 --- CJ---------------------------CJ �4.0 2 CJ CJ/WEEP Tr)M -1-----------------------------------------I---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A 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 W O N p t` OM X am -d O -' M o U co N W «� ti Q p N c iY (U J +� l l 11 1!// aj`,j,lltll `v,* 0 Val ' S ••hr _ _J 04 = i o v QP 40F E SS\Ot J � /�tll! 1111111'�� 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 CD F. of O a N # NNR O � J J O NC O 7 map U1 # LL W a JLU a U cc _• L 00 c0 _ C +�Q O W �'@N m O J W ogC� m m W m rn m a s M00 Z crrn0 z Ln N p V cai � ccnn Z - W Li Li Li CD 1�2 Z N O pOp O Z �p QNQ Z o Q Q r` z C1 �� -2 LL 1 T Cn w o O �y N to :D � U 6 1— J E t $ -I m w �■s as Q Q N o sm o co z< M z o w z � U_ Q E E no ¢ o oLL wz <� z® o Z H O E �, <o <oz �o Oo a`= N wo o ww � rn C < U Nm O Z v <<w N4 fl °o< zZ g a v w W U � z E <o �z F � 3 C) w� wa >° c0 �i zl� < p _ U c 0 ` > LO J O m rn ccc m 0 co CN} : V T T r1 rCT V' o (� +- m CO4-1 N O O r Q N r E N N N o z z N E c, cc C a U Q p JOB NO : 22-02373 SCALE : AS NOTED SHEET NO. 2.2 1 't ) ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Flzff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE }� ® EXHAUSTFAN ,V` EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) �[]sD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH � J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER 01 A14 copper to lights & outlets NEMA t 150 AMP/ 10 #12 copper to 20 amp ckts 200 AMP #10-2 Copper to WH p 10-3 copper to Dryer MO 200 amp 150 amp UNDERGROUND Dis POWER CO. FEED — INTERSYSTEM BONDING o TERMINATION PER �1 or 4/0 SER Alu 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 3 Mir ---I -- LL GIF v -,I X N' F �I 1 1 0 �� I 1 DEDICATED GFII in — 'I RECEPTACLE FOR - MICROWAVE RANGE ■ ` o U.C. OUTLET HOOD PER SPECS I Z KIT. , IGF \ O II I SWITCH FOR GFII DISPOSAL I _ LL X N'' FWR ILUa I SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" ----LANAI---- ■ /> I I I I I AC PAD WID WP GFI DISC. (CFI I I I �+ qp - \ - - -- OR KFST. DINING LIGHT AS PER A SPECS \\ 5'-0" LIGHT AS PER -- SPECS ■ GF PENDANT LIGHT PER SPECS GREAT RM DEDICATED GFII 1 GFII _ RECEPTACLE FOR 1 "\\ 12 ROUGH -IN f MICROWAVE RANGE a U.C. OUTLET FOR OPT. HOOD PER SPECS o Z (/ FAN/LIGHT - I Z. o I I GF a SWITCH FOR OPT. CLG. FAN/ DISPOSAL GF\LIGHT PRE -WIRE II — I — — I II o • I LL LL M GF 0 2-8" &4 1'-10" I I \ i loll 3 / t ■ -A fcH Ti,)L S I I I I I S I CHIABWI I � I I I I I I I 1 1 II I I I I I GFI @ 44" FOYER w W.H. / A.F.F. - c / G 0 LQo ■ J I 1 I— / xU— ZUJ >_jm Pa \ __ U Q I __ 0U \\ GARAGE / WP DB WP " U LIGHT ASt!T I I GFI w W PER SPECS GFI ■ ' w .,GARAGE / GARAG I I GFI ENTRY I I ------------------------------� II 9 I I I I r i I i i t 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 _ r_ _�i 11 ALT 11 AC PAD I I Il 11 OPT. RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH ------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------ J 1.5" VTR 3" VTR III III, I �I I I I I I I I I r� 3" VTR III- I � I I I I I I 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-A SCALE: %4'=1'-0" -0 N :F� O N _ m X N (a tl p - OI Ct ) - U a t ,D -L 4- LIJ1 fV CV 0 N fV N N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to Q FW- of Z� a o GO co Nn# 0 7 co LO 05# LL W coNV - LL a Y Q J ri LL nW 5 Z f0�°' ox� O w 'tp N o M O O'a ��W r- Z Z NMX fnO VILUN0 Z W ❑ ❑ ❑ V M � Z >ti cn 0 co Z � N z o � Q r m Q) cD o +.j (is w � U 0 �v I [y N w' n (f� r— r ru U E I U o Y+ C U) W Q Y Or • N o co c� M a N Z < L ce E E o z o w > N z" a ❑a Z U H o C N rII x a U o a o Do 0 Q az w i tt � _ M CON o o Z Z. Q) Cn J m ¢b < w zZ a`�i 3 0 g° W Q LLa N Z NLL �z 3 =� Jo O GO w O¢ �'o d O_ C a zT3 0 C O i ` > L0 J 0 rn m 0 (Q CV VJ � CO � N N LO Q T N ui m w N r ti N o Z Z E CV ca m a v cc ci _j d o c CD JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 3 -" 1• a 1 1 1 1 ) I I I I 11 IL -I I l' 1 I— -- -- --- -I 1 11 ''1 . .RBI ZONE-2 ATTIC SPACE 60 SQ. FT. o Cn N � I 0„ 4:12 SLOPE w 4:12 SLOPE I IF I W O Cn N_ 4'-0" OFF RIDGE VENT I 5:12 SLOPE ZONE-3 ATTIC SPACE 1071 SQ. FT. I- Z W w 5:12 SLOPE C7 0 0 a) ti% w CN I I LUI 5:12 SLOPE Q O N L — — — — — — — — — — I ZONE-1 w I ATTIC SPACE i 97 SQ. FT. N ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b U y Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation qsoffit re uired soffit ventilation vented be provided y upper Ventilation Ventilation (See Elev) needed required needed ventilators I i Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper Floor 1071 1028 147 514 37 257 9.0 1.0 273.0 (Zone 3) 135.0 138.0 **NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE. %4'=1'-0" O ti O C U cM\l o, Q- CO X M LL T— M CD C\� — D a) r �0 C u) E Q O �, L r Q) � > > 0" �, tr O 0 L1J -L „�rt`•�lq�'':f j • .,z'.�! CY To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. $ c 00 o E co st Q o a) 8 go, Grp CV p m 11 J a� GD LL ul LL'D 05 r- W ..J W 0 a y M'T d Y .�-- c 11 LL. rl Lu �• O ' .. Z f0 cc SSSS.. cc 'm N ca LE O W��°)°)co =Lo No �a0 N M Z E N O O _- Z _3❑❑❑ W z z o Q a J � u) V 1 z V 4Z) o_� V) wU) �N U E m 1 = w 9? • U o Y Q g CDW Ir■ M M i o ZZ E �o <R n C OU oz o Z® ca �6 H O E � Q a z `g o (Xz a 04 ra i �w d �C _ <i U N mo O¢ Z Z J aw Q W Zz W N 2 d o WLLa So N r o w <¢ ro O �1 z ¢ 'a= o` L) LOCD J O ui m m co N r V) imn CD '� N CD 6 LO r CN Q r N ui m rl%- 04 04 d Z Z N E N a U Q JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 4 I r � 1 r!'IF lae: ■1FA N 1 11 _ L—. a 1 1 _ ! . I __ li I --- —1 1 __ PMI _ 131 ' 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 U CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY C' ' #5 X 25" X 25" CORNER BAR ONE FOR EA. F­Vv HORIZ. REBAR, TYP. U.N.O. **Alternate: '1 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" = V-O" O r PLUMBING LINE TO SECOND FLOOR I 0 F_ v Cn 0 Zh W 60 2'-0" x 2'-O" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 10'41 1'-4" 7'-4" L 1'-4" 25'-0" 2'-O" x 2'-0" x 1'4' W/ (3) #5's E.W. S3 13'-4" q T 2'-0" I - 11'-4': 6'-8" -A"! T-10" 5'-2„ 4'-8), o 0� I M j �PA • • • all Ia 11 a I f^ ALT ^1 II II - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - I I I AC PAD PROVIDE 1-1/2" RECESS 3 TYP. @ nl I l 11 F R SG DOOR. REFER S6 2 STORY HVAC CHASE Ilfl L===== BASED ON TO MASON'S SCOPE Ill F R WIDTH I LOCATION—� , II 1 11, 1 II I o CDINDICATES FILLED CELL j j i+) r I W/3000 PSI CONC. GROUT I I r FROM FTR. TO BEAM W/ 1#5 C.J. _ _ REBAR_VERT. ABOVE SLAB. �L TYPICAL @ALL PLACES I I SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT 1 - - W/ 25" EXT. ABOVE SLAB I III "GRADE 40 STEEL" j III I I I L—_JI I II tl III I I ( v' El 1 1 � II II x II I 11 3Y" MIN. 3000 PSI CONC. SLAB I co `1 FOR HERNANDO COUNTY ONLY CO M I 3Y2" MIN. 2500 PSI CONC. �(AB OVER I 6 MIL VISQUEEN VAPOR BARRIER C.J. _ I -3" I 15'-4" i i • n �- i 1 — • CONC.FIN AB / �� a �0 , 0 1 1 1 1 1 1 — 1 rmunu�w, �'-�-�=_=w�+rnunun��n+un��wnwr= = �1��►U��� M C DOWN tjI I M 1T-1 S3 MIN. 101 K _ 1 0 S3 I (BUILDER TO PROVIDE I L" IAPPLIANCE PROTECTION I WHEN REQUIRED PER FBC 1� 00 I 9'-4" 9'-4" I C.J. —+- - - - —1— - —_ - - -� • I o I N I �- o A I I I 0 OZ - O &D g3 b @ I I - Tarp I I 2'-6"x2'-6"x1'-0"I I`_ 1 O LO r SINGLE I W/ (3) #5 E.W. `N u_ STORY I rJ Z � 1 (2) #5 VERTI ALS O H 00 I W/IN FILLED ELL 3 I c~n I A I u- o H B S3 I S3 10 o L - — — — — — — — — — — — — — — — — — — M -----— — J 16'-8" 18'-8" 25-0" 6'-4" I • • �I 3EC SS FOR FRT. DOOR :IRO IDE 1/2" x 91/2" I - I d' I �* -4" I I O 00 2". r v W 6'-4" v 00 TYP. @ ;n 2 STORY NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING O A -TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L S3 a, TYP. @ ENTRY p z 0 ) 10 3'-0"x5'-0"x1'-0" W/ #5 @ 8" O.0 E.W. FOUNDATION PLAN — ELEV—A SCALE: A"=V-0" 0 ti O am X (6LLa L �- : N � O +r (D Q O 4 ;5 U C' 3 �> - C)r 11 C s C6 0 O inrt J = -L J W �1A cv Ce 11t 7,64 `V '�e,,lilt 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. H o Eco Q O M N ti O N J N LL � �O) 0 J Q =' LI 7 O N it tL Qy Lu Y� M 7 a13 i oLLLL 0- L'.S Wo Z - Co -F, c�, co LE 0 _1 W ��d ¢ c _0_.,(L�: Z xcn0 Z N NIL CI' 00 U) Z ❑D❑ Z N cn — o Z � N Z � Q N V, z a--+ LU � U 0 w g lei L—_-' U LLJ U O Q Y • N 01 o w M g Z Z a U_ E zo y a O U wo z® od � O U o O Z o N a� ¢0 o ao wz ¢ >_ ro c " S _ a Z U m� 0 o� z z aj m < w > Z n O CL LL �w Wo U & � w w 3 =� o Yo CID a 2p J Lo o c� CO It io Q T T av) /^ U o (� � O � CV O LO r Q cV r ui m T C`V o z z (V E N a cc m E v m o U _j Q 0 JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS 1 D2 J S6 TYP. U.NO. - A 1 S5 SIM. @ CONNECTIONS TYP. @ < A LOW ROOF CJ2G CJ4G 00 J U_ 2A1 GL1 FL9 CJ4G U CJ2G CJ4G (�:D:2 II II 77— II II tttt. ttttttt\�� tttttttttt� t. t� �1 1 STRAPS SIDE OF WALL TO FLOOR TRUSS r A:• n QC. -- rM TYP. A U.N.O. Fr.� V (2) ■ O I I 1 1 '11�.� IIL= 1111-1mimw H TYP. @ q SINGLE S3 STORY 00 J LL RENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND SH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:121 a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 1 1 � — _ GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 --t\ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: i O ` SHINGLE: 16/3%6" EXP. 1 CY16) or 7Y32" EXP. 1 (3�6) I TILE:2" EXP. 1 ('3/16)r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS 3r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED m WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 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 J r-' NAILS @ 16" O.C. ALONG W/ 1- SIMPSON MTS12 w/ (14) 10d x 1 1/2' NAILS TO BLOCKING BELOW @ 16' O.C. 1� PLYWOOD FLOORING J 1*_� TYP. U.NO. j @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING I 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" 11, 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 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" 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 - 1Cd x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 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 3 112" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `A'/ (32) 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 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (M 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 TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 (A) INTERSECTIONS. SPLICING / 2 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. ONTEDGER R 2 PLY CARRIER ---I xCL SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE:1/4"=V-0" ova �U00 Qm x M U_ C r — W Q ,) O —y N E 'S Q - J y -L +- W ef .. � �^ CyyyyVyyyy+ -A :. •:t}iiit.t�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n F Q o E �^ O c: W C .7 �; a0 N ik LL W, in Q U) r- r a LL W a �M0 (l Y � LL LL a. Lu z J 0c mcc,)5 _ L O O ~ W @Nc_o 0 W a Z LL a a 00 z N M rn O Z O U v_j W W ❑ ❑ ❑ o z o Q U)V) M z - CD 0 CID r 0 c� w o c Y v w E g I U o N �I� r• o cfl w J Z a LL_ E O Vli = a � Z® oa CU �I %O 'O Z �i Q° a ww CV N � o ao w0 m � rC, a y 0 o zcl � m a w N o� <o �wQ a �_Y J 0 J o C7 a r<o a (.0 z ¢ � 3 O = �LO J O0) cc cc c0 N U o �o O Cfl N N L0 r Q Q r ai T C�V N o Z z E N y 0 co a E v � a� ¢ o J JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 6.1 0(2)— TYP. @ HIP CORNERS TYP. U.N.O. ------------------� I I I I I I I �jI TVP \ "' / I j U U U G TYP. U U I U.N.O. I I I I I I I L------------------------------------� T U U ENGINEERED WIND AND FORM AN ROOF 5 ftND RSH ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60A9 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or1V32" EXP. 1 (3�116) TILE: 15%2" EXP. 1 (33"16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)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 - 1Old x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5l8" 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS 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 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( D INK (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 1 119" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: %4"=1'-0" >�� fl X M LL a_ r -0 CD S- L L0 Z M U - c C) V > _ r; • '�F r�� c ��( •�� 'r�t �t FlJit. :t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q '0 v E " O A g N m ik N N Q LL 0 00 m J u, Co to Xk LL W 0 OIJ (nrrLLJ d N C) LL rL a M LL LL a L z --� 06 O L g C,O W �N(D E O m W Z IL r°�a'°' ¢ a 0 N M Z ix D O OU U� U)) W W ❑ ❑ ❑ O O z � z � � Q < J El n (h � z A4--J 0 o CC CD CD O Ln �N w o ~ U C L 0 J E � 8 J. = L - d U 'o c d Q r. Q ti o cfl J w M co ¢ 0 3 z a LL. ca 2 E a wo ao z® Z 0 �N 51 as 0 w 0a ffz ¢ w 0 ao ra e Z ¢ .2 m2 10 O Zz z m <<w N 3 < oa Z Z go W Q w �0 o O v <Q zl �o 01 03 N p J >LO O V m c� (o N ''^� 0 vJ O � CO N 0 N LO ai m � T N vi N o Z z E E (D c f° d *6�o U _j m Q p ac) JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 6.2 .��..��._..._� rrr �ilWda trvu I I GENERAL INSTALLATION NOTES 1 • Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10• Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12• Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O afe vertical load Safe horizontal load `_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS LEA 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM l4 GROUT SOLID O ' W �U O /5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN, (1) REQ'D GROUT ! U = UNFILLED 1/2" c ° R = RECESSED CLEAR QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY c M.u. Q W °a ° 8 F 16- B/ 1 T � Q z _ z ° < GROUT tNOMINAL. QUANTITY OF A —45 REBAR AT WIDTH #5 REBAR AT c BOTTOM OF TOP LINTEL CAVIT NOMINAL- °-BOTTOM HEIGHT REINFORCING 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL (VARIES) MATERIALS cT-f precastiintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D— � J 0 rz�zw W�n_J 1.11 IC) cr 0 G LL o W � 00a0� rn�n¢n.L-0 1-1/2" CLEAR .M.U. REBAR AT BOTTOM INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 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 - ELEV­A SCALE: %4"=1'-O" >I�O C'7 N C0X .. (� LL a .r-- : N (� CD TO L5 Q E Q O r a N y ,(2) (1) cv h�O\ iS S I\\\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. is ni � t� a oo ik N 8 �j - V p�p N Cl LL m # 0 0) •� � c0 N * LL W r� LL W rL 09 a ai oN7 C) a Y coLL LL 3 aLU (� Z _ �Z HOC @ C V O fY. zi o O ~ w '@ N cD LL' O J Z -_ LL 0D N o J a 0 M Z 0: Z� N pv U rviJ W ❑00 Z N cg+I z n Q aNam gem W n N z v T('6 W � U � O N �N w S � in (6 i­ U m c W J i ¢® ._ U 0 N 0 M C sm CD CDw co J u ¢ Z Q [.L Q E E O � o tt os wz Z o Z® ❑a w� O N o wo a az ww w st o = U 'Y f mo s� Z >� Z m �Z N o zZ g0 d LLa Nw W o� w 3 LD r- o '°C.0 a �f Z < ° ; 'L O �' m cc cc 0 co : v T C r ^ r U v l O m Cfl � +r � O N CO N LO ai m E T N N o Z Z E N y a E U � a JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. 7 I j 11. I If 111 i _' ...I � , , I ien I I I I 'lll9' o f 1' u1ll r sl4 ��a �11 I- - I._ 1 I I I ll I rn W I cM0 CN v N 0 0- 0 M N 0 41 rn y T N N c a E d E x v c c J a) [r, LO E -) v -o U i y I i 0 U 9 t. 22 N -g 0 6 a N 0 CV N 45 CS Ln 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 102). 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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. ES FLOOR TRUSSES 1 5 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNW ARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2" X" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH WIND SPEED CRITERIA. (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. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. ) 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) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS Wl TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 „ �� 1 �� FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM GRADE B = 35 Ksi SQUARE METAL TUBING: ASTMTIM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS :ASTM A325 MACHINE BOLTS :GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR 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 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL THE 0 ET F CONCRETE, AND ALIGNMENT ARE TO BE IN ACCORDANCE S 0 G SPACIN ALL HEADERS BEAM S, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. L O I__ O C%j Q U N N CO X ILL a R0 O L (Q CD fS C a)C\I • 0 __ Q O .5 3 Q) _ 0- C_ L1J 0111 14. (t,1%. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n H o E O cM 8 C r u_ VQ N m 1 a � r ui CD u. a (� - vNi Y LL LL a W IQ� V J vc�, 7" 0 S t @ o o ~ w '� N co W, O J W ���rn ¢ m¢ d z L0 No Wa0 N f+7 Z < h OU U�� Z -.� W DO❑ M � z o $ Q v OREM J N N z o (3) � N U w e C)N V O -� LL o N c U LU O y Cl) O L y -C N s IIIO r, o O W M M y p z z LL_ cd f Z� >. 44 oo E U w�<. oa ca 2O 0V oa z O E o t a z ¢ -0 n Z J C z Y UZ O Z LL z v 'm '<w C of 'do 2 Q w a W ap J 3 �I0 J g w� �O a 0. 00 3 .2 O i �LO J Orn m i Co d' 04 =3Cr r T VJ m M N O N LO E r N 0 cv z v vi N E CV c m a E •• -o U _j Q p c c JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. S N =a I I I I Pl I , I n Ill p_1 I I wARilp - r mn't 1. i I 111 i w rh j Q M cp 0 V) 0 -o- J r- O I N i L 3 a N N v d E N E x O C J LZ 0 0 i U CL Z H I 0 LZ cV 0 a' 0 6 N N a; 0 z 0 W 9 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING II II II I I 111 IL lI II. .: I' lI II 16GAx1-1\2" LONG (3/4"-1" CROWN) 1 1 S' 111 t STAPLES @ 6" O.C. VERT BETWEEN L.I. MAX-' t L ... l I ... 16GAxl-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET 11 I I 11 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 �J HOME H C G GARAGE SIDE O O O 5'-0" - STUB -OUT FOR 1'-0" o LO o � GAS METER O V 9 O (N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-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. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 F 2x _ lumber Double 2 x _ lumber FILL CELLS STD. 90° HOOK r BOND BEAM w Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN j SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI -MASONRY WALL OR INTERIOR BRIG. WALL �.� TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking 1/8" min. }Small gap 2" min. 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule ion Joist Series�tBe 2nd inqLocatermediate —i r ®_s1/21, sd 28d BCI5000s 11 7/8 2-8 3-8d Clinch nails14 2 8d 5-8d_ �� �� - 1-9-1/2" -2-8d- 2-8d -- when ® 3-8d_ possible BCI 6500s® 1114 8 2-8d2 8d 5-8d 16"2 sd 6-8d 1) Support back of web during nailing to prevent damage to 11 7/8" 2-8d 3 8d web -flange connection.lg p % BCI 60s® �14. 2-8d 5-8d _ 2 Block solid between joists for full length of span. Tight fit 1116 8 3 8dd 6-8d 9 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ -r - 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OS6 web stiffener - 2" min. BCI 90s® 14"_ 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -- - 1 - - - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer __Tf,� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or l beam below Load bearing wall must stack over _ _ blocking and wall or beam below.* - - - Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6'b.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6 A 1 2' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) : I I I —I 11=1 I I I I — =1TI=III== T Nail with 10-10d nails. III= _ Install tight to top flange. SLEEVE THRU STEM ° Joist hange���/� SEE PLAN FOR : a . • FOUNDATION INFO a STEM FOUNDATION Filler block. Nail with � 0-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. rI - 1/4" 2" gap 'All 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 } T requirements 0.6 X Joist �° �depth � I I -JOISTS BUCKETS N.T.S. GRADE ,-REINF. SEE PLAN d II— • v d: (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�` LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ���� ♦ i��T�� w T� �.. . ...� TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE A d a�-.J Q d G d SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dv. d n d d p d a a SEE FND. PLN. SIZE & REINF. 0I O L C'0 N am X �— M U_ CNt Z N O = -o 04 Y N r- a Q O -i �>L) a� 3 ;� a_ , C..n Y _ O O _ C U +_ ;Itjlll�l/fI. 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. uq, F ... Q g E3 n O M N r it 0N N O' J LL aura } to��° M OV u- CL Y ui co ,Q^ .Tyi. iY V Z — Z X -a :- Wr2 2 ccN m x O ` °' LL °' co u7 M Z �' N O — t Z N Q U OU <.... ^"_._ .. W ❑ ❑ ❑ Z N � z � Q Q a N M � z o ol f� U 0 0to w � a w III �r�u) U o c u) Qco �Q 8 Sm o M M 1� ¢ p Z z l.L E a E U o �� <o Z 0 oa Z- co t— CL -IE %U a` o' ¢ oo D, of a= N Z Cn C IV J o U "o O Z <z �Z u) �" o W 0— 7 oc �s <2a N r x� r� x mi o w w� -o � a CAD v oa �3 � LJ O� rn m ^� W O L t\ :3 r � 0' in � � O � M -0 N CN O Q LO T T M ui E w j\ M o :EE cu ' N `� a- v 'ao JOB NO : 22-02373 SCALE : AS NOTED SHEET NO. SN 1 1 :J'6_L-111_f 1 11 1 I I 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS -\ 2� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE., 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM D D o I=1 I I -I 11=111. I ° D7158-CLASS G or H, or ASTM I=1 1-1 I -I 11=L ; • 1 �11 �I 1 �11 �I 1 D3161-CLASS F, IN ' 1=11 ,1 1 III-1 ° 12 ACCORDANCE w/ TABLE Z(TYP.) R905.2.6.1 FLORIDA BUILDING VARIES CODE 7TH EDITION (2020) -11 II 1� I I ILI I II I 11go RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FI FV_ VARIFSAJAI�\ SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 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 'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH Z FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4MA WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v 00 � 6 MIL VAPOR D D r I z BARRIER ; p 1 u COMP. SOIL. I ° (COMPACTED TO 95% tEffIT_IIT_I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE 4"V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z kN Cn N _ 411 .. 60 ;. 1 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M �10 s 1p, N U LOAD BEARING OR N INSULATION PER FBC AND ENERGY co 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY APPLICATION NOTE: 1 "x P.T. STUD �° 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 � 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/1611 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/81, x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600#) SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ^ *SIMPSON SP1 #5 REINFORCING w/ 10 10d NAILS - FIBERMESH BAR ( ) c.1 1 WEEP SCREED INSTALLED � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c _ 2x P.T. PLATE .. W END OF 2 x PLATE WWF OR FIBERMESH T E TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR � D ! ' GRADE cV D D' _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a e . Z Cl)- o FINISH GRADE oo 25" MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a o MONO OR STEMWALL _ AJ I g TTI� f�I�- I -IT� j FOOTING MONO SHOWN - - I_ _ - =IT� 00 6 MIL VAPOR BARRIER — I D ° I EMT — 1 �. 0O LU FOR CLARITY °. r — IT #5 REINFORCING BAR R 1 7/8' I I =1T►=1 I I-ITI- � Z -I, • �T #5 LAP SPLICE NOTE: I —III— 1 36" MIN. LAP [36" MIN. LAP] ON 3° CHAIRS 'FOR BEARING WALL - r COMP. SOIL. (COMPACTED TO _D °TIT W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =TYP.) 8" D1557) #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BE ARING FARING FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 112" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W! IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS ' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" WWF 6 W1.4 x W1.4 ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 12 z �31/2" MIN. 1 �31/2" MIN. A.F.F. p P ° '�. ° N - D ° .. ° I� 1/2"(min.)- 4" P ° _ �(_ 1/2"(min.)- 411 00 _ _ _ r lr 00 _ _ _ 31/2"(min.)-4" _) ° • III- 31/2"(min.)-4" T L - T _ - I -1 I �— 7T— I (2) #5 CONT. 4 -I I � I - 1.4"8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE:3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 — — — — I — • —I 1—I I —I I —I I —I REBAR w/ OPT. ' 1=1 I III -I 11= I I- 11=111= .1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOIBLOCK WALL BEYOND NT 13 O.H.D. RECESS E CV ' M CV a' .. • . . .?:� • a.. M .. ..I-�T� - -I 4"00 'II -II 1 �IIHI .•'•.�•'; . Ilih SEE A/S3 OR J/S6 -I� II 111�i1� , 11,111�1- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT ¢ INTERIOR ° ° -31 /2"-1 e . �.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB n � -- ='Cl) 6 MIL VAPOR BARRIER .-I � ' I I— I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ecs' G SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR " & LAYOUT DESIGN TOP OF BEAM 4V — _ ° "' SEE ROOF PLAN FOR STRUCTURAL1= - _ — — (2) HTS20 BEAM SIZE & N CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ �' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ` _ 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C' ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � :� INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. i`I ON FLOOR PLAN w SIZE VARIES PER PLAN r M CONT. BEAD SEALANT a w w/ MIN. (2) #5 VERTICALS = z 009 GRADE ? -.1 FILLED SOLID (SEE PLAN FOR -' _ 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) (D � • T WWF OR FIBERMESH r, U I w o F. v BRICK PAVERS or SLAB PER 0 im _ • • • • - z a - 0'-0" FIN. FLR./-hk COMMUNITY SPECS " •• �� • D PAD REINFORCEMEN • • (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE 1 • 'A•COLUMN O +. 0 I- CD /l'/ N m O "— N L ..- M (z) M z .U)�- cn E - 1 .S < •..: T . _ z C) LU •xl.iii,iiltI:�n Pfi� t'v 1 c r. C,4 J r� _ T� LU " To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ap 0 v E 00 M co at O er�p. N N m 00 '� W j fN iR Q C') q u_ ° he �LL� aW W Z 011 O O L W W W 5 m m �� � `00 Z a K N M z Y �% O Z pLL U W ❑00 z N rr z 8 z a a n N z cry o W � U 0 IN w C N -i U �-- _ E I • 0 U 0 U) o N I� o C �w M M m ¢ p Z Z J LL Q E E ° z o oo wz g > o _0 oa Z F— O E x� a o n0 U 0z az ww Nro¢o Qo w� rp � C:�a z m 0 10. z zZ N <m o< 5� W ,Z LLa �� oLL � w � O w w } O co ozla a 3 O � � 'L O a; CC CC Q0 Cr (� L.L 1' ^ o CO N O CO N LO r Q�- ai T N N o Z z E N y c a E 0 � 'a o � JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. S3 (MONO) I �I W I M v v- Ao Q N J N 0 I N CD in rT 3 i 0. rn 0 0 `v c J Cn 0 U v co i U 0 U i z I Y i ,o U ti N N N a� 0 0 a N 0 N 0 m V) SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS �- C. 926 APPLY 3 LAYERS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS ❑ METAL LATH. TOTAL K FIRST SS 728OVER POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK --11 EVENLY WALL IS 1 1/2" MAXIMUM RESISTIVE BARRIER PLATE INTERIOR ❑ I ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAILS SP2 w! STUD 10d FACE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME ri WALL HEADER DETAIL SCALE: N.T.S. SA� 12 SEE TYPICAL WALL SECTION 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) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 wl (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE Ct DOOR OPENING DOOR OPENING DOOR OPENING CL 1/2" EXTERIOR GRADE SHEATHING CRICKETS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. 0. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w! MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER UPLROOF IFTCONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° � a ° d 8'1 STD. WHOOK 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 JE NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BLOCKING TYP. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 96 3/8" 88" 71" 58" 41" 34' 10.1 6 3/4" 3 1/2"- a = W O SFFp �O!'L �N FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ —� KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 FOR 2X8 WALL) GARAGE ENTRY FORM DETAIL 10d NAILS 8" --� �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL @ SCALE: N.T.S. O/C TYP. -TRACK MOUNTING BRACKET DOUBLE 2x CRIPPLE STUD \ \GARAGE DOOR TRACK TYPICAL (U.N.O.) SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3l4", 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 DOORSTOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR 48•.SPLICE STAGGERED SJ-BOLT TRACK BRACKET VVVI\ II,llV 1\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. S'4 SIMPSON SIMPSON A A —Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • �N ATTACH ALL f EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 C P.T. ATE \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON RECESS S 4PSON SP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U d. Z d T U)2-16d 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / 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) )S (9335# SPF) IN. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. Z & NUT DXIED A.T.R. Z & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —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 p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING L\7J -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. �'� FRAMING DETAILS ABOVE ENTRY / Ft SCALE: N.T.S. O N ~ co N UN m U 3- L � N � Z Q- n _'j 0 0 n Q t2 a - G t_ J - C s o 1�1J CDO 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. 'T E Q 0 MC"I 8 N t` i! u Im - 0 a0 y " LL w d di rntir�a J w �M� 04 C)LL N to Q ILA d W Co Z_ Z 06 O L o , w O'• 3 m N CO O J W 0 CP d Z 0 No Ja.0 N M Z 0, C ai 0 0 0 Z W ❑�❑ V m - z 10 0 z z o N 16 1 t/) z M vC `_ a--J u, 0 w g N U m�.. U y �0 • ¢ 0 - s �o o z M z U_ E o� Zo Q ca 0 w- z® ON tm, U� .' o0 0¢ z O N — i p wo ao aZ �� r6 C a V "m ma O z� ~Z. z J 0a <w 7z N a 3 ;z 3 §� a° �w W Ci ao t- � o _ w, �0 >0 o v zl< a r 3 `C) > L0 J 0CU m 0 a Z3 �..` T m r CNI CO N L0 r Q r ui z w N o N U a c0 _j a o 0 JOB NO : 22-02373 SCALE : AS NOTED SHEET NO. S4 4. N SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (, 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-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 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 45°± z 45' ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE APPROX. 8" FROM @ 8'-0" 0/C. °TO EXTEND AT LEAST 90 /o OF , RIDGE FASTENED AT L' BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE TRUSS ATTACHED W/ 1Od ' 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" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 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 f� 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)1 Od 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 INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FORtj� 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FAST N WITH 10d 3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL (2)16d NAILS E x @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO —� @ 48 O.C. I I SIMPSON META12 w/ 7 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ 2) 16d TOENAILS BLOCKING; FASTEN WITH TRUSS & 4 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. O ( 1Odx3 @ 4 O/C ( ) 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 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" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x2 1/4" IL SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN 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 M Cn x SEE STRUCTURAL X-BRACING, AND TOP r N NOTES AND NAILING CHORD BLOCKING `o 00 co SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" 1 1 2" • RIDGE FASTENED AT AT 24" O.C. ON TOP OF 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 @ 48" 0/C FOR THE (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 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 O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" -1-0 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE 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 XTACHMENT 2 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. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d () "L2 2"x8" " BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD `_; JACK TRUSS _SEE PLAN FOR —CONNECTION 2x4 "T" ON TOP OF PANEL--/ I I I BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r' T 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. SCJ 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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 2 BRACING w/ (3)1 Od x 3" AT _ • 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 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2"SDS -VVIV I. DCMrS11VU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj a �y Y CORNERJACK Q w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '01 8 Imm � 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 I L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION O N O �+ SUN co �. M -0 O L C N L) �� C �> .� W Q 0 U I' :^5` s W CC ,J O LLl .9i��':R llisli/ill Z. •0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d' E C00 - F Co O coco O 0 r- � N � C' - ik LJi C ? `n � °vi Z" a ... bi fn rn� LL W aY .4.6M'tI JLLu. a '0** ___� M 0 0' �'@ Nm M W U) d a = p o LO Mz Wn0 00 i U vvi W ❑ ❑ ❑ Z N to o� z z � � Q e N 7 In z a � o v a--r W C� V O W g C r � V) U a W J \ .� H . 8 i.. U o • c N - �0 Q Sm co w M 2¢ z � J L.L E i o >. Q� Q OV w= �® ❑a C _ C> E g' - a¢ UO U O C< z o z wo a z �w Q7 ra Q O m o ._ � C - v z ox -2 �o o oz z� z J <w i to a ° z a° ov a w W of J CD W �� �o cD zla a ° 3 O > Ln J O o' rn m co Cr LL I2 O CO N O CO o LLO r Q N r ui E r N N o z z E N a rs a ci0 a o JOB NO : 22-02373 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING f BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ERPL N I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c a N a \ a. ad Cl) ' I — III —III I L1 i I I=1 I ff—I I I —III— I I I° A. 6x6 w1.4xw1.4 111—I I 111-1 �1 d 4 WWF OR FIBERMESH FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER j w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL w LAYER 1/8" THICK. vi —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 METAL SEAT OR FELT �7 PAPER FOR - V MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"ff%16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT Cr a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �411to 6" BELOW GRADE INISH GRADE 00 "'r I ".� I"I I"TI"T's —STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLC BEAM/G 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL *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 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "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" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° CAC I SEE FRAMING SWEEP SCREED o z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK qv_ SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc 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 uj INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)10dx1 1/2" 1 NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK / B 1 (2)- 2x TOP PLATE BEYOND I 15/32" OSB �I EXPOSURE 1 x II SHEATHING — —x—I PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET C II II i II II __j� G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM WALL ELEVATION DIAGRAM 3/8" S" = NA SCALE:3/4"=1'-0" S6 SPACIN I 3/4" S 7r,1/2" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE a _-d:a_�--fir=� - ° a a a r. SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" FEMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° .a °' a °•r — T e I �7ILI Lll II U i I Ir ' (3) #5 CONT. ON 3" 8" V. 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 T T II 15/32"OSB F EXPDXPO SUREI � SHEATHING II II II I SOLID 2x III C III II II II I @ALL 0 C SHEATHIN co EDGES (SEE III OPENING SECTION X-X LU III C III x LI II EW II III x E117 _ 2x STUDS W III III II II II BEYOND. SEE PLAN o III I I I II I II I II it 1 1 zi U) II LI — LI ll1_ 11 11 —II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) F,rTF \ �FNrR�OR 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 o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". z 0 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 wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. rcn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o wl 8d COMMON NAIL J LL O r O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER ~O 8 ff w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z O_ F 2 u- (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w O MEMBER IF GABLE END c0 _U) t` NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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)1 Od 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 W1.4xW1.4 r WWF OR FIBERMESH Ca V III —III —III II IIIIIIIIIIIIIIIII e ILI Vr III-III=�� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 1) 2 (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 T-16' 1 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16' 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 I�IIi I old i @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 N ~ 0 N co C0 X '— (Z LL. IZ L Z � N L _-f U (V C v N CL O r J v C 0 W i i' 0 f f' 1rA • \- _ " _ cli (. • 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. Ji W a v E 10 (0u_ N N J Q S LL v � a U_ d ai a �Mv Y ai cn Mu_u_ aU r M o O N 3 � � M O J ��pjO' a Q a Z ILW ci a u MZ ern O t7 N Q U3vvi OU Z ../. I W ❑ ❑ ❑ z C4 N M z o J _ a r` V) � �I z a � o W " 4--' t6 U, C, ° V O � NLn w s w �,.. ;,r �0 v o c (n , ¢ N � I� O CD a Z M o 3 J z Q sLL QE O E V wj Z® oa F CL UO � U o¢ Z o N L¢ as aZ o wz K W 6 O z E mO '0¢ zZ ZY <ro zz oaso a 3 a �w W w o it 0000 a > LO rn T m L (0 �. N Cr U) m O M N O O L0 �-" Q N T_ ai M r N N o z :3" E N to N cc C m a E U 0 a p 'D C c JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. S6 (MONO) II I I I 11 1 II SCALE: 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 GLUI NAILED MATCH NOS OTHER TR \ 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD , -- GLUED AND NAILED 1 2x� DRAFT ST P 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER CONTACT NOT TOUCH STRINGERS / FOR 202 NAILING \ 2x4 BLOCK IN KNEEWALL / POINTS / \ 1x4 GLUED AND NAILED TO STRINGER E—/ _ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: " = 1'-0" VVHLL ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT , I %RS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYPZA 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w! / AT STRINGER CONTACT POINTS (14) 10d x 1 1/Z" NAILS) VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 -3l4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" / /77�* AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD / j STOP -2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS ' -I-2x4 BLOCKING FOR 2x12 C- r-2x4 PT UNDER 2x12 I JDESTURE ' \ P LZATTACH ALL COMP/ IR TO CONC.CONS @ MA -ATTACH ALL COMPONENTS 1x4 GLUED AND/ OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / G-1\ TOP OF 1 STRINGER I / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT r- / STOP 2x8 SYP DRYWALL STOP I MUST NOT TOUCH STRINGERS G EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 1 2x4 PT UNDER 2x12 OR LSC EACH ` 2x4 SYP BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL - -2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = V-0" ` f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx*/GLUED AND NAILED TO STRINGER \ .KOR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C ~� NOTE: 2x8 I \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST \ / PER CONTRACT, V / I a (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"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. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE:" POST LET INTO -OCK DE "I NG ?X8 BLOCKING =0R NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO ) I STS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) H\\\ / 2X STRINAR 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \D OR 2X BLOCKING 3F>`D / RISK VARI E ECTI ON VIEW "H" SCALE: 1" = V-0" N - ~ O M r- Q U N �m� L : N L M CD U 0C\1� � 0) N - N _ to '71 OU ka • N Cti `� \� ........ ro To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � n W v E c n a0 Cn N co N 0 OF J LJi C A # LL W 0) Z -P -uwa 0 NO �WW °'L 93 0 z NCD ix 0 W U) Q a 0 ZIL Lo N° Z W J N M � � 00 U h Z W ❑�❑ U C Z N oo Z S Va Z o Q arum J M V) z +-J f>3 u, o p V O w s v' U w @ E a o J< M o z z 4OV U_ aE wo �g<, aF > Z® wa Fca — ,Q o� z O E ON a z a z wo o <o �w % ra z < Y oo � ''< z Cn J w �w rn F 8p Z Z _N Q LL '0 = Lo W _ 3 1, NLL,h J < 3 J o C �o a� > Lo rn L_ r*1 CN V / m O , O t Q N T E T N ° z E N CL 0 J Q 0 J JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. ST .Q W cc a M 0 0 0 J h N 0 I N WE rn 0 3 a N E 0 E 0 J co N LZ fn 0 U 0 i Cn rn I i .s U J rh 0 6 CL N M M 0 0 0 w m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4k"6"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16" 0 E FURRING TAPCONS L� FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 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 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 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 ❑ TAPCON @ 16' O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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 gx nF=TAII 9 1/4" DFTAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO 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 ARCH PANEL BUILT UP PLWD. BUCK 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 '\11' 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 pR SOLID BLKG. AT TOP BTWN. Y ARCH BLKG. & BUCK 2'-0" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) # 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 TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. 8 #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (l BOTH CELLS 71 NOTCH WEB AT +5A FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" 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'Y2" 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, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" �,Ss_,) FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) �' .�� 10D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. TI 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE �- j ALUM FASCIA PER PLAN I 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- 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ 3,D * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° _ — r SMOOTH. DO NO FURROW. e D F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP g e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M e D REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ r g o H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL %\ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1 STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) Of WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. ?x + + k' 4F/VCT/-/ + + + + + + + + 2X4 SYP I I I PF , EACH TRUSS /��� CONNECTOR SEE LINTEL—' SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CHFFT m 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: S,Y - r r z O a U_ O LU LL H M U U) B @ FIRST COURSE �4* 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ 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)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4-W 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT `e FOR OVERHANGS BETWEEN OVER 1 112" * t_'I CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �a. OVERHAN ; RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, 1'-0" 5'-0" INISH FLO >, ° ► .. #5 BAR iD ► 10, ° P ° ° CENTERED W/ g 6 IN TOP o • a KNOCKOUT / i.l ° CHAIR BLOCK MONO FOOTING � o- • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .> e DIRT d Z e. ° STANDARD q i 90' HOOK N #5 BAR IN FILLED CELL b_ , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" ATE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY �J EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. o I-- N co o N co X M L CL L � Z N z (6 O U CAI Y - (1) OJ Q) v .. V Q>> 0 LS N 7 ? Q, q) v N �, 1. L .10 O LD-- - .- i J .y 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 I00 ,4 O M pnp cl V N ID 00'n vt J V C ��W M cn(0- r--t,� W a CL M U_ WaLu 3:Z_ Z 0 rm� 3° 0Y. o O w ♦Y 5'5"m o J d a a ° a LLW(n�pjQ1 Z L0 Mz crrn0 Zp U U VVI V M � z N M 0 zcoN z o � Q C� JMa M N zCzo ja w w g C N� � U ilk 8 �I9.... U o Q 0 CD w MZ o a E E 2 w� > <� od V Fco a� Ko < w¢ �U oZO 0wg E dCN i ¢Zd . N U oZw<Z ZUwfr� U U � Up a W A U wLL <g oLL Fr C:)wa 3 10 ° mi co a O03 <1 z¢ �O 'L J O ai o� c� (0 Q Cr �1 LL ^ U v J o m (D O -0 N O o LOn r Q M r w M a z E N C a 0 � ¢ o CU JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. 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. Dg 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 I11 * I1[ 4 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 ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---\ A ----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 11 AL EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-011 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. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL -\ END TO TRUSS TOP CHORD WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS BETWEEN TRUSSES CONNECTION SEE NAILS EACH TRUSS PLAN STUD TYP T&B A SECT. A -A EXTEND TRUSS OR A _ SLAB 1 1/2" ROOF SYSTEM G.T. (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE 4" #3 STIRRUPS AT 4'-0" 7 TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30" SHEAR TRANSFER SPAN FROM EXCEEDING A GRADE MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) USSES HIP G.T - EXTERIOR. WALL r7 T SCALE: N.T.S. A 1''Yn (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 ; MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY I 1 -- 8" SLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL 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" SEE CUT (2) #5's CONT. T&B w/ - N z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 SIMPSON LSTA18 SEE PLAN w/ (12) 10d NAILS SIMPSON HUC41Owl (14) - A -A ALTERNATE BLOCKING CENTERED AT I I 16d INTO HEADER & (6) 1 I I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 10d INTO BEAM - SEE 3 BEAMS TOGETHER i I I I I i I ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP L2'L - -----Y- .. a \ W 4" Z U PORCH SLAB SEE a N FOUNDATION PLAN w U) Z w/ #3 STIRRUPS AT CN C z 4'-0" WHEN DEPTH , ' '- EXCEEDS 30" LOWER OR Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN �17 SCALE: N.T.S. — SEE FLOOR PLAN FOR I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L J --- INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — L — — — — — — — J L — — — — — — — — — SCHEDULE/PLAN :7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C 1 EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. BM. SPLICE OVER SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR � CENTER OF POST MORE INFO. A � A SEE PLAN FOR TOP OF REAM 2x4 BASE PLATE W/ erSIMPSON LSTA30 w/ (22) 10d NAILS OR I SIMPSON MTS12 w/ ----� (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) � SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER L. SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO �1 5" CONNECTION r22""* COMMON BM. ATTACHMENT 18 SCALE: N.T.S. 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 PAN 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. /TRUSS/ OP WALL EE PLAN %2' CDX PLYWOOD OR 3/16" 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 ---�. N 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Yz TITEN HD ry ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS a SEE PLAN FOR OPT. - STAIR INFO. IF A. A CONCRETE STAIRS °FA FORMED &POURED . nMAIN HOUSE a QSLAB W/ (1) #5 EACH STEP°(2) #5's CONT. T&B w/ #3 STIRRUPS AT a a4'-0" WHEN DEPTH EXCEEDS 30" GARAGE ORCN LOWER SLAB r ' . B SEE PLAN �1 1_411 SECTION @ GARAGE MONO 21 SCALE: N.T.S. W _- O ~ O M L m NG� X 0- �_ � N L of C � .1 Q o 5 -S i ;� ` • t�. 1 '. 'y vim' i r,• i L 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 Engineers signature and seal. W Q �E O M N r N N 0 # J LL O S J lL M d fn� r LL u.l _ JLL u- 'L N Cfl IY O J o r` m W Z LLW 00 d ¢ a � Z N M Z IY InO O U v In Wco 000 z N M z o� z o � a /1N z Q1)l � o r Cn C„ U 0 N^ � N N N =Dcn ^� U 6 �.... U o Q • �p o J MZ cis a o �® ❑a Ca o ro p° '0 0� ww N � o ao ¢ wE >_ (S zz =Qoz �m m0 _ � Z U) J 7 <w �m Z0 gaO T U <0 0 rF az � o C CID a �O 0 = >U) m cc 0 co CN � r r a. U) m ate.+ CO N N IUD ai m T N N o Z Z E (V vi 2 a _j w a o JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. D 1 -------------------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN A EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS— G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END qq F TOP PLATES LENGTH ON STUDS W/ (11) 10d q., NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. L 2 x 4 #2 SPF STUDS 1 C "IMPSON U.N.O. T 1 O.C. U O 6 SP1 w/ 10 10d NAILS O ) ( (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF STEP DOWN LOCATION MIN 7" LAT SPF EMBEDMENT PAST STEP. I I�° E PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2 USE C B B H C FLOOR SYSTEM SP6 FOR 2x6 WALL USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS B G INTERIOR HEADER 2 x 4 #2 SPF STUDS G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F I TYP P PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O CONNECTIONS. HAVE N E TI NOT REQ'D TO N C O ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH A SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' '� FLOOR DECK W/ 10d NAILS @ 8"o.c. > FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD / & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/ -2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3) 2x #2 SPF STUDS ( @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF --'—SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 0 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS ; (2) 11 TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS JT FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. I OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. 2) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE :__ __ _:_ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT �— SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER Ke SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 • TOP PLATE • 2 WS 10d @ � 2 • �TF48' �4 To PROVIDE 2x4 ON—i TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. K TOP SPLICE F,: J 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 11 x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS END OF — @ HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION —� SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 �I SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION \� SIMPSON SP6 w/ (6) 10d x �= 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 11 NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" �J LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. N � O 1� 0 11 v X m a_ O `- r O N •S Q C 3 1^ - LL t� J ..J ✓ y. T Y -- i �'tiillil► !ll/��1� Ing OFcv; �• �, �N I!lI11l1 t1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn 0 W oo �E 00 Q N 1 J LL G �, FA 7 �, °0 N # u; W N �cN0 o "a Y a N Co LL LL d Lu J Z ;� °� oO ot-w o a LLW ccl�rn ¢ ¢ Q J Z N N M Z O U U y Z W ❑OD z N M z � z o Q d N N N z C3 (1) CD 6 — +-J cr, " w G a I U O w o in U W J c 00 00 0 —0 so o CID ¢ w Z M w o tt G � _t lL cil C E E OV �° � � `z <6 Z® ❑a OU ZK _ o E Qa as Q o ° ww 04 ro o q ¢ 2 L n3 C i ym m i ° Z zNc¢oz _ a oa ZZ so NZ CD�° CD d f ° � 0 C 0 T i > L() 0cc �' iT cc (0 N 8 � 0 � CN O Ln T Q N r E m T w N � N o z z ui E N ra a E U _ Q p JOB NO : 22-02373 SCALE : AS NOTED SHEET NO. D 2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER UNIT AFLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING _WINDOW WEATHER SLOPE RESISITIVE 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 BARRIER TAPE %' EXTERIOR WOOD FRAME CONSTR. 6 cm : 30.5 cm (0. ) include flashingas described in Section R703.4. \ SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 (ASSEMBLED WINDOW) z NAIL BRAND OR EQUAL WEATHER � CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of �- PROOF CAULKING � draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUxTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above Header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head 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 BE USED. flashing and seal with tape 2 2 20 individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing Installed in Y P Y Y p P p Y 9 (� accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW ISO SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A WT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shin le -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' MASONRY 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 WINDOW BUCK 2) SEALANT JOINT THRESHOLD I shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE SELF- ADHERED FLASHING O finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s q 9 Y g shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 2 following: 2 CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details are g g AROUND, INCLUDING SILL. SEAL TOPS OF JOISTS 6 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 DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DETTAILKWP07) 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , /W1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMADMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWOUSEWRAP STRUCTALATH TWIN TRACK 2.5 _ Stucco ENV FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER ° ° a 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE DOUBLE Q 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST ° °°� TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° ° a ° ASTMC926 2 ° ° ° Felt backed metal 3" MIN a: lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 Building Paper �;�, � ' Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING , . • FOUNDATION WEEP SCREED ' Metal �,� sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - 7-- � j ' InstalledInstalled As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH ✓ STRIP OF SAF LEGEND \ / I SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of I \ DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk bottom I Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO " 1/2 DUROCK LLLLLLJJJ � > I BARRIER (WRB) I BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- _ \ / � I I Z SELF FURRING (SF) LATH 1 1/2" t0 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a i I PLASTER ACCESSORY g Installed As Per Sheathing 'llI SF LATH SHEATHING, PLYWOOD, DENSGLASS \LZZ\\\�� Manufact. Specs. 1'4' PER PLAN �� Detail Instructions Refer to the number marked as ## in each detail that corresponds to the 1'-0" PER PLAN - �r J ►� WRAP DP WRB ONTO \ I ll THE VERTICAL I I 1/2" Cementitious Cement Plaster SURFACE TO TOP OF / \. ► Decorative Finish in numbered items in the list of Instructions below: `� FLANGE AS AN AIR II BARRIER accordance ° I I with ASTMC926 b•0 °•o, All inside and 1. Install self -adhered flashing in order as shown b numbers 9 Y SLOPE 8 CMU l ll 3-v2"INCH FLANGE over wood 2nd o•• • o outside corner will floor •®•" '°•° 2. Install flashing and weather resistive barrier to form water shedding J o.o, need to be miter laps 4 OR 8 CMU �� ° " " ° ° = =- = =�_ _ _ _ _- - I ° ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) _�_ Z z z - j STRUCTURAL FRAMING '°•o, • o• butt joints need to o, °,�•, "-� 4. Split the release paper using the ripcord (Split release on demand, -1- - a FILL WITH GROUT o g ! a I - r 'i - �•g becaulked using o•0 8 embedded in the adhesive layer) - for ease of installation and to a a STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts ° ° w Lu a a THIS GAP IS A RESULT OF ° PLASTER STOP STRIP OF SAF TENATURAL SHRINKAGE. caulk for all 5. Remove all release paper per standard installation instructions and ° _ U) �-- - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER i� ---- ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 0 � ROD & SEALANT DRIP SCREED PLASTIC ; I Minimum) a ° SLOPED MUD BED W Lu _ I ;, BOND BREAK WRB ACCESSORY I I01 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to _ 1 -II I- I w Lu rn 3: I SF LATH I j VINYL SHOWER PAN fit tight to corner III Note: 8. Mechanically fasten as necessary - ° SLOPE a _______= I =____-_-____ __ __ ,; The building paper and metal lath must be ° °° i� ) Cement installed over the top of the weep screed. 4 4- o __________ PLASTER STOP � Plaster block CONTINUOUS BACKER ROD over az 4 4 & SEALANT 1 st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER . SCALE: NOT TO SCALE N O > O N O N cpJ 0_U CO m Cl- -0 � L Z nl U O O Q> W r Q 0 5 �1 N 3 b s 0 0 -L o LIJ N C4 0 CV CV fV N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q CD E n O M r-# N 22 o omco� 0 0D i c0 # W (� CJ r a Wa. Q - M N M DILL LL a. w 3: 0 Zco 0 m LL W W ro�a,rn ¢ ma a a Z N M Z O 0 C U (Vn Z W 00❑ V M � Z N � z � 8 Z o Q� J V) z 4-1 C� Fe U O Oil tn �V) L✓ N ) U w m ca 8 If., l = L U S c ° �Q CD CDw M M J i o S Z Z < E CL oco od _° Z- O E O N � a W z o o R W Z ¢� >_ Z3 rum U) a O V m Z OZ Z W to ca g� Z Z aZ W �3 �Nx Ix � <� XIs Xo a O a0 = zIa 3 O > Ln rn CU VJ ° m 4--0 4-011 M N O LO N '� T a ui m 3 N iri CV o Z Z E m n E U � v w Q p C c JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. WP1 ■ HUfRR/CANE Mounting Brackets (10 Gauger + /2'x4-1?2'x2-12" See Anchor Schedule Belts 112ie Dia. A32S Gals. {Typ,) 0 e 0 Screws A/C Unit BattDm Edge Hurricane Strap 3 (Typicak 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) it 14 Self -Drilling Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 10-3/811 Washers Self locking Nuts Sixtdic rosrailanun 4nanuutuns arc furmulnl rath -h 1-1 tnlsiaac Aur Rntr Raked S,,r,�,,,i,ttD,,rewiag avaYa6te LLpee reattmat ( Ere vi apply) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florda Department of Business & Professional Regulation Pepsi sit Building Codes and Standards 12/1ef2021 Product Approval Application Detail oc a. Enter or Dat 20 Do" pending .12110 MMversion Marmfacturer Cando lndrnerfl Ldetrse VatdOMBy iUlerniu F&C Mm0YM Bpor 29911. Aff-id1. 2020 Smart Vent Roduda, Inc Michael Gone. Hermes F. Norero P.E. Locke Swoon P.E 12mar2020 12/16i2020 1WWA20 hwroad Category: Structural Cohponents (677) 441-M PE-73T78 (334) 300-1800 Sub Category: products introduced ass Resuhpf Info(osmart-Loom New Tashnoloar Cmpllence Method: Evaluation Report tom a Florida Registered Archaat ors Ucalsed Florida Proteaswal Engineer Anal Rmud Motla. Muenhar m Mama Product Descrrrdlan Q slay Amintrscs Cprdracl F_xpaaaan Dale Apgrowdfor Uea Approved 10.19Q1L Dutalb fortis NM12 throw RashtuW t» pntsua 1 SnanVent 6/gpel 015<P510 Dual Fun Mon Flood end Ve 111.11 n Veld 12912023 Vea Yes N/A 41001100 2 Sr-t Model #154MII Duel Fundlon Floodend Ventla11-Vent /2r312023 Yas Yee N/A +100A 100 3 8martveM Model 01540-520 naWated Flood Vent 12012023 vas Yes NSA +100iLlDr, 4 Smart= Motlel#1540.521 na�eted Flood Vein 12/312023 Yea Yes N/A •100A 1 DO 5 SndnV- Mod. 111W4 524 1(&ryld;Gerage Door Flood Vent 12012023 Yes Yas N/A WA 6 SmartVenl Model 01540570 Wood Well Insulated Flood Vwt 12/312023 Yes Yea N/A -CODA 1DO Sitar vent Model #154P574 e 14.5&wow Gangs Door Flood Vet 12Gt2023 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peas 1 d 1 In41L -.-.... -.� - �-"n.- , _.-:sue : ,r,.rr�-T^"-b .� �'u= =.k: ='�". _ � ' _.�• __ ^'rffl=�_ - '�"' �d.�.. "':s' �a: t''"` m" �: -,-s--�"4's „�,r,_v�r�. f.�,a. __ _ r3, :u s�,->r•,o-.'.'-�-.�."r', rn�-'�,_ ."..,,_ 1941 for 2914 tsllit tidependina jMt$ mm Ytuial hilareffdurair Called vadrtai In, yyidw fitted FOC Aoarorr A-,,Fd sstilue Re... 2020 Drexel Metals. Ipp. Jason Shumate Zachary R. Pnest Lodte 8vMfbn P.E. ClIM0/2020 oems/2020 OW02020 1I)MY2020 Apwoed Category: Roofing i5021303.1511 PE-74021 (334i300-1800 subcategory: Metal Roping Ishunate@Ooi,mes.rom Comptazlce Mahout Esxduation Repon from a Flada Replstered Armliled or a Licensed Flontla Professional Engineer FLBIIM41B Products Duality Assurance Anoroved for use A SC M111" LNe knoti posim lid # RorLet Mood. Nunoer w Name Rodud Desorlodon Cadre[ lttolrxlas Dale in HVHZ Outside KM gqwsli" pressure1 DMC 100NS, 0MC 15068, DMC 175S, 0MC 200S, IV3/2025 yes No N/A +02-180 DMC SV Florida Department of Business & Professional Regulation page 2 d4 Building Codes and Standards nsrzdz2 Product Approval Application Detail £ fl= Entity at DatePoMlna T e Version fa Manucturer Conrad Enainesr&License validated BV Validated Strom ittao FBCApproYdl Approved status Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King P.E. 041&2021 1 =1 12020 0422t2021 06A 2021 Approved Category. Etten r Door (800) 843-7826 PE-434CO (813) 767.6655 &ubCategory: Swinging Exterior Door Assemblies sjaspersorl®thermabuco Compliance Method: Ewluatk n Report ftom a m Fida lorRegistered Architect or a Licensed Focht Professional Engineer FLRB. Produdls Seed ProdueS Mptlel. Numberttr Name Quality Assurance Product Descrbttdn Cdzntract Elrprrattan Artorovad for Uea Approvod Date in HVHZ OUtBde for Uso HVHZ ,Impact Resistant Qosjan Pressure 1 a Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&M;8 &quotl mpact&quot Opaque 12/31f2022 No Yes Yes WA Composite Edge Fiberglass Sngle Door (Inevdn9foutetw Xcionliguraeon) 2 b. Therm-Tru Fiber-Chsalc and Snocith-Star Nominal 6&#3ea 8quotinpactilquot Opaque 12J312022 No Yes Yes WA Composite Edge Fbergau Single Door with Sidelke(s) (Insw rig/Outswrg, XO, OXor OXO nfigurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#30,,8 &quotl mpact&quot Opaque 12MM22 No Yea Yes WA Composite Edge Fiberglass Double Door path or without Sidelines Onawng/Oubwing: XXor OXXO configurations) 4 d Therms-Tru Fiber -Classic and 5rtoo61-Star Nominal 88939;0 &quotlmpect&quot Opaque 72/3112022 NO V ea Yes WA Composite Edge Fiberglass Sngle Door In X confi uration sot uts (g a ) 5 e. 7hernv.7ru Fiber -Classic and Srtpotio-Sar Nominal 68,0039;0 8quot;lrrpact&quot Opaque 121312022 No Yes Yea WA Sn Composite Edge Fiberglass Singe Door with Sd.l1.(s) (I nevi nglOutsA ngi XO, OX or OXO configurations) 6 f. Therma-Tru Fiber-Clsaie and SmocifiStar Nominal 8&#300 &quot;Im act6quot; Opaque 12/312022 No Yes Y.. WA Composite Edge Fiberglass Double Door Wth or without Sdelnes priswingfoutswing: XX or OXXO colfig uretons) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quatlnpact&quot; Glazed 12r312022 No Yes Yes WA Composite Edge Fi berglms Salgle Door (InsWrefourewng; X configuration) 8 h Therrra-Tru Fiber -Classic and Smooth -Star Nominal 61U#39;8 &quotlmpact&quot; Glued 12/312022 No yes Yas WA Composite Edge Fiberglass Single Door with adelte(s) (InswmgJOutswna X0, OXw OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth-Slar Nominal S8#39:8 &quotlmpact&qudt Glazed 1213112022 No Yea Yes NIA Composite Edge Fiboxglasa Double Door with or wthout Sidelines (lneivirgrOutsiMng: X(a OXXO confguntions) 10 1, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8!UiWO &quotlmpact8quot Glazed 12/31=2 No Yes Yea NIA Composite Edge Fiberglass Single Door (I nswngloulswtlg; X configuration) 11 k. Thelma Tru Floer-Classic and Smooa.Star Nominal 8&03re 0 &quotlmpact&quot Glazed 121312022 No Yes Yes WA Composite Edge Rttergess Sngle Door with Sidelte(s) (Inswing/Outswng; XO.. OXa OXO configurational 12 I.Therma-TN Fiber -Cassia antl Smooth -Star Nominal8&#390 &quotlnpaeffiquOt Glazed 12/312022 No Ves Yes WA Composite Edge Fiberglass Double Door path or without Sidelites OnswinglOutswng. XX or OXXO configurations) f3 m Thema-Tru Fiber -Classic and Smooth -Star Nominal 6&M:8 &quota mpact&quot; Glazed Molded 12131/2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door (I nswrg/Ou%.*V,, X configuration) 14 n. Thermo-Tru Faber -Crisis and Smooth -Star Nominal 6&#39,8 &quotl mpact&quot Glazed Molded 12r312022 No Yes Yes WA Open Coco - e Edge Rice lass Single Door wM :load Glazed tabled Open Sldellte(s) (InsWng/0ut9wrg: X0, OX par figurab-) 15 o. Therms-Tru Fiber -Classic and Smooth -Star Nominal M#388 aqudtlmpactMquot Glazed Molded 12I31J2r122 No Yas Yea WA Open Composite Edge Fiberglass Double Doorwm a r1lMout Glazed Melded Open Skfertes (l n FmnWOutswrg; XX or OX7(0 corrIguntions) t8 p. Therma-Tru Fiber -Classic and SmeothSar Nominal S&#391;8 8,q t;lmpaet&quo* Opaque 1213112(22 No Yes Yes WA Composite Edge Fiberglass Sngle Door with Molded Open Sidelite(s) (InswnglOutswrng: XO, OX or OXO coofglurations) 17 q. Themna-Tru Flber-Claselc and Smooth -Star Nominal 6&#39:8 11,quotlmpact8quot; Opaque 12131/2022 No You Yea WA Composite Edge Fiberglass Double Door with or .Moot Glazed Molded Open Sidelites, (Inswlr9lOutcwirg; XX or OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pay i of 1 1=21 Gain Enlitir or lditt 8ffit Data Perm a 20 7VM version Manufacturer Contact Validated By volicktod Gubmittill FaC Approval Aporoviall SLam, Rewsicn 2D20 PGT Industries Jena Rosowed W-i-Cade RCCO -CER Mier -Dade BCCO. VAL 11n92020 1D282020 11,74M20 PpFfo+ed Caegmy: Exterlor Doors (941) 486.0100 178E) 315-2590 Subcategory: Siding E.W. Door Assembles jrosowaM�pgfinduWdeac Canpliao. MMhud: Certil.bon Monk a Listing om F LNgS14433 Products Quality Assurance Aomeved for Use Approved far Use how Dealer! 1W Proceed YpaJ. Humberor Ye- Product Description Contrail Eedrallpn Data In HVHZ outside MVH7 P.Laa.Yfrq 9 aG6 tl_aw wa4le lmPad) Vinyl Suding al.. Door 04l142021 Yes Yas Yes N/A January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expa Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 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 12/3112023 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 607,707,727r747,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 10/81"2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60e0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/"2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING wA 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. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29(2023 C.. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 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 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 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 w A r 12/312022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI., PSLt LSL FL6527.1 - FL6527.5 wA 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 wA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Paget of Building Codes and Standards I/252022 Product Approval Application Detail Qgi$ Entity or 1f�(g jam($ Dete Pentllna g� L22 Verson Manufacturer ooldagt Elmineer&License Valldatecl validated submitted FSCAponoyal Apilroved statue Revision 2020 Thermo-Tru Corporation Steve Jasperson Lyndon F. Sch ridt, P.E Ryan J. Keg, P.E. 07/23/2020 07/12/2020 07f29/2020 10f130020 Approved Catagofy: Exterior Doors (800) 843-762B PE-43409 (813) 757-8555 SuilCatogairy: Singing Exterior Dow Assembles slaspersonCthermatru.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Fiord. fIX20470-R3 Profesehinai Engineer Pretluem sec# Prod lM ModN. NumDeror Name (2ualfty Assurance Approved for Use Aoprolfed Product Descnotion Contract Exiiirarlon Dade In HVHZ ler Use Outside HVHZ Impact Resistant 2nign Pressure 1 a. Therma-Tru Fiber-Classc and Smooth -Star Nominal 8&#39:8 &quoOmpect&quat Opaque 12/3112022 Yes Yea Yes WA Composite Edge Fiberglass Single Door Ilnsv:ng/Outswing; X config.ni isr) 2 b. Thermal-Tru Fiber -Classic and Smooth -Star Nominal W39:8 &quotimpact&quat Opaque 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door.th Sidelte(s) (InemngtOutswing: XO, OX or OXO cordlgurations) 3 c Therma-Tru Fber-Ciasic and Smooth -Star Nominal Mm.8 8quc41mpact&quot Opaque 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Dow Wth or .dhout Sk elaee (Inawing/Outawng; XX., OXXO configurations) 4 d. Therma•Tru Flber•Clasac and SnoothSMr Nominal M0390 Uwtimpact&quot Opaque 12J31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Bingk Door Ons.ng/Outawing; X configuration) 5 e.Therms-Tru Fiber -Classic and SnwothStar Nominal 88439,08gr�tlmpect&quo(: Opaque 12/312012 Yes Yes Yea WA Composite Edge Fiberglass Single Door with Sdelte(s) (Irnwne/Outswtng: XO, OX or OXO configurations) 6 f Thherma-Tru Fiber -Classic antl Smooth -Star Nominal 8&#39;0 &qu aLimpact8.quot Opaque 12/312022 yes Yes Yea WA Composite Edge Fiberglass Double Door with or without Silelitee (Irmwirg/Outamrg, XX or OXXO configuratons) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal M939;884uetlmp2ct&quot Glazed 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Ons.ng/IOWS-rig; Xconfiguration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal Mill &quotlmpectiLquot Glazed 12131 f2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door rtith S cielte(s) 0-4ngfOut9wing; XO, OX or OXO configurations) 9 i, Therms-Tru Fiber-CFasao and Smooth -Star Nominal a&#39:811qu atimpaa&quo[, Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Dm his Oow with or WithoutSdarres (ImAngtOuiswng; XX or OXXO confiquanons) 10 j. Therms-Tru Flbw-Classic and Smooth -Star Nominal 8&#Se0 &quot Impact&qua; Glazed 12/31=22 Yea Yes Yes WA Composite Edge Fiberglass Single Door (Ins mWout-Ang; X snnfigurelion) 11 k Therms-Tru Fltar-Classic and Smooth -Star Nomina 18&#39:0 &quotlmpect&quM Glazeo I21312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door With adelke(s) (IrravwnWOutswing; XO, OX or DXO configurations) 12 I. Thertrw-Tru Fiber.Claasic and Smooth -Star Nominal 8&#39;0 aquotlmpact&quot Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with or without Sidelines (Iramirp/Outswirg; XX or OXXO configurations) 13 m Therms-Tru Fiber-CaSSIc and Smooth -Star Nomin2l6&#39,8 i3quot;impad8quot Opaque 12012022 Yes yes Yes WA Composite Edge Fiberglass Sngle Door with &quol;Non-Impact&quot; Sidelite(s) (Inswing/Out-rig; XO, OX or OXO configwatons) 14 n. Therma-Tru tither -Claus and Smooth -Star Nominal 6&939,8 &quotimpact&quot Opaque 12f31r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Dow svth &quotNon-Impact&quot. Sideiites(inswtlrg/Outswng; OXXO configuration) 15 o. Therms-Tm Fiber -Classic and Smooth -Star Nominal 8S#3e,0 &quctlrnpact&quot Opaque I Will 12022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon-Impact&quot; Sldelite(s) (Inswing/Oulswirp; xo, Ox or OxO configurations) 18 p. Therma-Tru Flber-Classic and Smooth -Star Nominal&&#39; 08quot, Impact iluot; Opaque 12131f2022 Yes Yes Yes WA Composite Edge Fiberglass Doable Door path &quotNon-Imped&quot Sidelines(in wngfOutsvArig; 0) 0 configuration) 17 q. Therme-Tru Fiber-Claasc and Smooth -Star Nominal M9398 8quot Non-Imp-d&quot Opaque 12J9112022 Yes Yes No WA Composite Edge Fiberglass Single Door Onswrg10utswing; X configuration) 16 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#398 aquotNon-Impac#&quot Opaque 12J31f2022 Yes Yes No N/A Composite Edge Fiberglass Single Door with Sdelte(e) (InsWriglOutsMng; XO, OX a OXO configurations) 19 s. Therm a-Tru Fiber -Classic and Sr-ori.Ster Nominal 68#39,8&quot Non-Impac48quot; Opaque 12/3112(122 Yes Yea No WA Composite Edge Fiberglass Oou his Door vAM or Without Sdelites (InsewgfOutswirg; XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic and Smooth -Star Nominal 86#390 &quot Non-Impact8quot Opaque 12YJ72022 Yes Yes No WA Composite Edge Fiberglass Single Door (Ins"ing/Dutswirg; X configuration) 21 U. Therma-Tru Fiber -Classic and SmoeM-Star Nominal 8&#3g:0 &quot Non-impacti Opaque 12/31 /2022 Yes Yes No WA Composite Edge Fiberglass Single Door w1[h Sidelke(s) 0-4no/Outawing: XO, OX or OXO conflcuratlonsl Tina--Tru Fiber -Classic and Srcwoth-Star Nomina18&#39;0&quat;Non.Impact&quot Opaque 12r3lr= Yes Yea No N/A Composite Edge Fiberglass Double Door Wth or wnhput Soleness (InswirgfOutrwnng, )C(or OXXO Configurations) 23 w Thermo-Tru Fibpr-Classic and Smooth -Star Nominal 8&#38;8 &quoIiNon-Impact&quota Glazed 1213112022 Yes Yes No N/A Composite Edge Fiberglass Single Door (I ns,*01Oulswrg, Xminfiguratim) 24 x. Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#W,,81%quor.Nwn-Impact&quot, Glazed 12/3112D22 Yes Yea No WA Composite Edge Fiberglass Single Door with S"it*(.) 0nswlrgiOulawl g: XO, OX or OXO configurations) 25 y. Therms-Tru Fiber.Clawc and Smooth -Star Nominal 6&#39,8 &quot;Nm Ir pact&quo; Glazed 121312022 Yes Yes No WA Composite Edge Fberglasa Double Door wm or Without Sdel"O's JInvMn9/OutaWng; XX a OXXO configurations) 26 z- Thermo -Tru Fiber -Gamic and Smooth -Star Nominal 8&039;0&qu.cN.n- Impad&quot Glazed 12f31f2022 Yes Yea No WA Composite Edge Fiberglass Single Door new uts . X confi um i O n9/O w;0 g tm) 27 tit. Thherma-Tru Fk»rLleasic arld SmoothStarNominal 8&#�,0&quotNorvlrtpactaquot Glared 1213112022 Yes Yea No WA Compost. Edge Fiberglass Single Door with S ciel te(s) (Inew ngiOutswrrg; XO, OX a OXO configurations) 28 A Therms-Tru Fier -Classic and Smooth -Star Nominal 8&#39;0&quotNm Irlpacn&quot Glazed 12131f2022 Yes Yes No WA Composite Edge Fiberglass Double Door wM or without Sidelites Oraw4ng/Ouswing; X(w OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope 1 M 2 1 &2021 s. sat t:nity or RAI PM Da a Pee sing l ?YM venial rLa-factumffi Conradl Endrnsr&Llano Validated BW It vat FSCAmnd � R.,4- 202a MI Modovs and Doors &ant Stinger Lule Roberto LC4nas .Steven M. Ulch, PE IOM612020 10Aenom 10n92020 12ASr2020 .APrbraed Cal.gory: Extenor Doors (71713e1-3300 PE-62514 MT)317.8454 91aeCategitry: Silting Exterior Door AsserriAes tmmingeromlwd.com Conpllance MNhoR Evaluation Report tom a Florida Ragltamil Arcnitect ors Licensed Florida F1815932448 Rrdessoral Engneer Predue6 Quality Assurance Aparmid for Use Morainic! Per Use rums DOOM SeaA RoduciMocel Nunbeforhanif Rodact Desalptlon CmYr�t lxpseldtl Dale in HVHZ stands ffm Resistant ra 1 SERIE3420ALUMINUM SGO SERIES 420ALUMINUMSGD OXO i2/312024 No Yes No N/A 145-3/4&quotxWilquot: NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO,XX 121312024 No Yes No WA 17fidraeda808quaF. NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALU MINUM5G0 REINFORCED OXO /2G12G24 NO Yes Nc NIA 145-3/4&.qud XOB&quol: 4 SERIES 420ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 12G1122024 No Yes No N1A XO. X)(38&gwt.X9%Quw: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 AL U MINU M SOD R EINFORCED XXX 1ZG12024 No Yes No N/A 143'quot:.e64qud: Fonda Department of Business & Professional Regulation Psit t pre ' Building Codes and Standards 1RJ202i Product Approval Application Detail . A 3� � ...,zt. '.s": dt3 _.:.�8�^N�a•.-,-� rr s�,.�"����"�;e.,.��' 4r cfa.`'N,,-,fi.+'?,,.a'.y�-�',�-'� �. -Endow �* :tea' t�.nTe,. �`�C.��>��?��.'2da, Qdli Blta ➢lla Dati,$a.Ug 299 Must Version Manuflueturer fUmhtsar & Utenae VNdatetl av vyldau.eSUIXill FBC Approve! Approved �.gE R" d n 2020 Warr-DOon, a dwsbn or Gverread Door Dwayne Hanish Jonn E. Scates Jeffrey P. Amason. P.E. 10/12M20 0922 020 100M020 12/15/2020 Approved corporation (330)763-8/21 PE-51737 (904) 821-5200 ory: CahrgExterior Doors ckolnls-yrhe.dalton.0 auhCatappry: Sedlorhel Exterior Door AaaerMllas am Crsmplialea Method: Evaluation Report from a Floods Registered Architect or a Umsed Flood. FLIO M6-R20 Prolaslonal Engineer Products sots Rtduct Model Hurter or Na Now Guanine Aafuranea A-arad scri product blb0on Conrad Exolratlon Dale 11 for U, AnororadforUss NVML Outside HVHZ Impact 221iw E£91g;astt E9ssgL4 3 BD00/81 DOM200#1105 MOO: Mex wkkh. 14&#3S: Max height Glazing 17201: No Yes Yes +3100A35.00 awlNb* in top or inremnedieta section. 10 8000/810Qe200#1123 A&M,: Mai14&#39: Maxhel�lt. Glazing 12131(202 N. Yea Yes +30,001-33.50 available In top or Intelnnediate 9edw 11 8000/870M20041124 168409. Max width. 149#39: Ms. height Glazing ID21i/023 No Yes Yes +34. 401-31/30 -lobe In top or intermediate si don. Florida Department of Business & Professional Regulation Page 1 d1 Building Codes and Standard lr.�-zrr21 Product Approval Application Detail S46 Enter or no hart Date PanAlw Au . . jkJffi Weal9a t ii EndrnsrB Lloasse Yuadatad av Submitted F3C A®rovel Ogggmg R.I. R",iah 2070 Clane9av191ah01AADG. Inc Tom peony UL LLC Troy Bishop. P.E. 12MW2020 imino2a 12212020 Appr-d Category: Exterior Does 1641) 494-2813 ia54) 947-MO Src0216Mry: Etuenor Door Components tan.ra6eyllit-ebl y- co plYanda WShod: Certification Mark or Listing m W"1537.Rafargduds QYlsv Assurance MerowdforUse Approved for Use imatst Donlan $sip i tkpdurA Matlol. Manbv or Name R.drcl Oascraaian Contract Exotaxm Dnro In jVKZ Outside HyRz Rgk(ag plissun 747. 757. 7?7, and 847 Sngle and Pets of Flush. Glazed, and Louvered single and pairs of 12GI2025 Yes Yes Yes WA Doors hdl Wr metal doors. Florida Department of Business & Professional Regulation Fs 9u Papa 1 or 2 Building Codes and Standards I rM21 Product Approval Application Detail Code En0tv or Did. Data Dab Pmdm Did. ,jl(tM Versear; Yenufecturer Corded Ends- &Ucane Yddutetl [ieValidated MAZZag FMC Aoororat Pnoroedv stp Rawson 2920 MI Windows and Doors Brent Sltliger American Architectural Stews M. Unch. PE /1/17/2D20 I I M TIM20 1127/2020 Apav+ed Calegory: Y4lndowe (71 r)365-3300 Msnufecturors Assxxs h n (717)311-8454 SuccategorF. single Hung hsdn�r�ma-e.crrrl Compllanee Rather: Certaoaao i Mark or Lidlnp §tq8 $ettlNdY Yodel Mahar or Name CoDual W A,- A�srad fm Use Aoopvad nrad 6mIra1lm Oate In HVFIZ outside for use aspect HYHZ )jam Deal- Position 2 1s5 SH 52x72 Fln)Flange Frame IG/8G Sag* Hung 1 D/092023 No Yet No +60A60 Lamtrefad Glass N U U 0 O 2 (ca. CU N to co O is O O O EL O W � Cn U O C� LL p > Aco n `o 0 _200 W 0: 14 Z Z W J N N L7 N .0 O O U ch mX oa O� U C �a Cl) :t- Q Q cv N� c�' A ,G 0 C ( V _O T 0 uJ U) CD E W n' W C0 0 C CL O `CL fieseeF O L n' W U CU m O L CIO W Q W z J z Q J 11 SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation P.R.6 of 9 Building Codes and Standards 1252022 Product Approval Application Detail .AMA•.. ..,F-r,.. .r -.- , EMIN or Qgg pk Deft Pending 2(,re I= varsim Manufacturer Contact 9111Wneer4License Validated By Validated Submitted FBCApproval Approved Status Revision 2020 Thermal Corporation Steve J..Person Lyndon F. SUmidt P.E Ryan J- King P.E. 10107QC21 09/1812021 10M32U21 12Y15/2021 Approved Category; Exterior Doors (800) 843-7628 PE-43409 (813) 767-65% SubCategory: Swinging Fxhefia' Door Assemblies ejasperson@thermatru.co Compllance Method: Evaluation Reportfroma m Florida Registered Archtect or a Licensed Florida Profeasbnal Engineer FLM20461-RT Producho Qualpv Assurance AoprovMdfor Use Approvedfor Use Impacit Design slea Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 Bquot;Non-Impact8quot Opaque 1 WV2022 No Yes No WA composite Edge Fiberglass Single Door (InsvdnglOuttwring; X configuration) 2 b. Therma-Tru Fiber-Clasalo and Smooth -Star Nominal 69#30.8 &quot;Non-IrrlpacI&quot Opaque 12131/2022 No Yes No NJA Composite Edge Fiberglass Single Door with Spell (inawnglOutewng; XO, OX a OXO configurefionc) 3 . Therma.Tm Flber-Classic and Smooth -bear Nominal 6&A39:88quptNan-Impaat&quot Opaque 1213l/2022 No Yes No WA Fiberglass Composite Edge Double Door wm or Wthout Sideditee (I reeirlglOutstm a g; X)(or OXXO configurations) 4 d. Therms-TillFiber-Classk: and Snrodh-Star 5 e Them-Tru Fiber-Classlo and Smooth -Star 6 f Therm.-Tru Fiber -Classic and Smooth -Star 7 g Therms-Tru Fiber -Classic and S,-th-Stu 8 h. Therma-Tru Fiber-Ctasaic and Smoth-Saar 9 i. Therma-Tru Fiber -Classic and Smooth -Star 10 j.Therma-Tru Fiber -Classic and Smooth -Star 11 k Therma-Tru Fiber -Classic and Smooth -Star 12 L Therma-Tru Fiber -Classic and Smooth -Star 13 m. Therma-Tru Fiber -Classic and Smooth -Star 14 n Thermai Fiber -Classic and Smooth -Star 15 o Them-Tru Fiber -Classic and Smooth -Star 15 p Therm3•Tru Flher•Clue0c and Smooth•Ster 17 q. Therma-Tru Fiber-Cliassic and Smooth -Stu 16 r Therma-Tru FiberClassic and S1ooth-Star 19 a Therma-Tru Fber-Classic and Smooth -Star 20 t Therma-Tru Fiber-Ctasslt and Smooth -Saar 21 u. Therma-Tm Fiber.Ctasslo and Smooth -Star 22 v. Therma-Tru Foes -Classic and Smooth -Star 23 w Therma-Tru FlberClamic and Smooth -Star 24 X Therma-Tru Fiber-aassic and Smooth -Star 25 y. Therma-Tru Fiber -Classic antl Smooth -Star 26 z. Themna-Tru Fiber -Classic and Smooth -Star 27 za. Therma-Tru Fiber -Classic and Smooth -Star 28 zb Therma-Tru Faber -Classic and Smooth -Star 29 ... Theme-Tru Fiber-Cfassic and Smooth -Star 30 zd. Therma-Tru Fiber -Classic and Smooth -Star 31 Ze.Therma-Tru Fiber.Classic and Smooth -Star Nominal 7&#3"&quot Non-Impactilquot Opaque 12/31/2022 No Yes No NIA Composite Edge Piloting [an Single Door pnaw+ng/OutsvAng, X configuration) Nominal 7&#3e,08quotNon-Impact8quot Opaque 1nif2022 No Yes No NIA Composes Edge Fiberglass Single Door with Sdeite(s) (I nswngloutswng; XO, OX or OXO configurations) Nominal 841#39;03quotNon-Impact6quot', Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswng, X configuration) Nominal 88#39;0&quokNon-Impadflqud; Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Single Door vnth Sidelne(s) (Inswig/Outewing; XO, OX or OXO configurations) Nominal 6&#39;0&quotNon-I mpacl&quot Opaque 12f31f20'22 No Yes No N/A Composite Edge Fiberglass Doubt& Door Won or wifhostt Sidelite s (1 namnswoutsMng; XX or OXXO Configurations) Nominal 69#39;8&quoltNon-I mpact&quot, Glazed 12/31f2022 No Yes No NIA Composite Edge Fiberglass Single Door (Intewng/Outswig: X configuration) Nominal 8&939;8&quotlMon-I mpact&qualL Glued 12/31r2022 No Yes No NfA Composite Edge Flbergel Single Door with Sideltte(s) (InaWnp/Outawng: XO, OX a OXO configurations) Nominal 138#39;8&quotNon4mpact&quot'. Glazed 12/312022 No Yes No NIA Composite Edge Ftbargess, Double Door wth or Wthout Sidelites(I mnMhgfOufaving; XX or OXXO configurations) Nominal 7&#39;0&quotNon-ImpaG&quot', Glazed 12131/2022 No Yea No NIA Composite Edge Fiberglass Single Door onswng/Ouewng; Xconfpuration) Nominal 7&#39;0&quot;Non-Impad&quot. Glazed 12/312022 No Yes No NIA Composite Edge Fiberglass Sing Is Door with Sidelite(s) Qnswing/Outawng; XO, OX or OXO configurations) Nomnal a8#39:O&quotNon-Impact&quot Glazed 1213112022 No Yes Kid NIA Composite Edge Fiberglass Single Door (Inswng+0utswng; X mnilguration) Norniral 8&#39:0&quotNon-Impatd&quot', Glazed 12/31/2022 No Yes IVo NIA Composite Edge Fbergliess Single Door with Sidelrte(s) 0 n"i g/outswng: XO, OX a OXO configurations) Nominal 8&#39;0&quotNon-Impact5quoL Glazed 12131 J2022 No Yes No NfA cclyd"ee Etlge Fiberglass Double Door Wth or wldhout Sidelites (Inawirg/outwting, XX., OXXO configurations) Nominal 68#39;8&quotNorl-Impad&quot Opaque 1213112022 No Yes No NIA composite a Fiberglass Sing le Door with Ed 9 9 Transom (9#39rgl0utawng; OlX configuration) Nominal 8&#39;8 &quotNon-impaof8quok Opp aque 1273172(122 No Yes No NIA Composite Edge Rbergi- Sing le Door with Sidelde(.) and Transom (Imwing/Outswng: O/XO. D/ox or OrOXO Configurations) Nominal S&#39;89gslotNon-Impact8quot Opaque 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door wth Sidelte(s) (Inswng/Outsw idg; XO, OX a OXO Continuous Head and SII( comlgurotlons) Nomlml 8&#39;O B,quotNon-Impatl&quot Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door wth acialie(s1 Qnswtng/Outswtng: XO. OX a OXO Continuous Head and SII configuratiorus) Nominal 6&039;S&gi»tilon-Irtpacl&quot Glazed 12f3l/2022 No Yes No NJA Composite Edge Fiberglass Single Door won Sdeele(s) pnswng/OutsWng. XO, OX a OXO Continuous Head and SII configurations) Nominal SM39;0&qucrNM-Irnpaa8quot Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sdelra(s) onsWng10utsWng: XO, OX or OXO Continuous Head and 511 configurations) Nominal 68#3g;8 BquotNon-Impact&quot Opaque 12/3l/2022 No Yes No WA Composite Edge Fiberglass Door Parrots wth Vented Sdelite(s) (InavnnglOulpswng, XX, )M a XYM configurations) Nominal 88039;0 equgtNon-ImpaMquot Opaque 12/31/2022 No Yes his WA Composite Edge Fiberglass Door Panels wth Vented adelite(s)(Inswng/Oulswig XX XXXor XXXX mnfigurstrons) Nomiml6&039:8&quct Non-Impact&quot Glazed 12f31/2022 No Yes No WA Composite Edge Fill lath Door Panels vdth Vented Sdelite(s) (InawngfOulawmaj: XX XXX ce X)O X configurations) Nomlrla18&#39:0&quot Non-Inpact&quot Glazed 12/31/2022 No Yes No N/A Composite Edge Fiberglass Door Panels vMh Vented SIde18e(s) pnswng/Oulswlrag; XX XXX or XXXX mMgurabons) Nominal Ii&#39-8 'Novel a6 not Glazed &ggot rttpa q , 12f31f2022 No Yes No NIA Composite Edge Fiberglass Single Door with 3 nl) Sldelge(s) Qnswngrcutswrg; XO. OX a OXO Configurations) Nominal 6&#3Q;8&gUot Non-IhWc4&quot Glazed 12131f2022 No Yes No WA Composite Edge Fiberglass Double Door With 3&#30;0 Siddites (InswnglOutawng; OXXO configuration) Nominal 8&#39;08quotNon-Irrpac%quot Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door with 38#39,0 Sdelta(s) (Inawng/OUte"Ang; XO, OX a OXO mnfiguradOns Nomrnal 8&# :O SqugtNon-Impaa8quot Glazed 12/312022 No Yes No NIA Composite Edge Fiberglass Double Door with W139,0 Sidelbes (InsyangfOutswng', OXXO mnri7on) NCmmallm178#39;0 SquotNorFlmpact&quot Shaker 17131 f2022 N. Yes No NfA Series Composite Edge Glazed Fiberglass angle Door wth or without 18#39;2 Sdelite(s) (brewngfoubwi g, X. OX XO or OXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1R/ID21 - � �xrr� +, -. ter=. `Tf. ';, �-�' - .a,.,�- _.. .. _. -^> -. :..: .-, . - .6. ...... -�>--. ,..-- ,_: - -.: -•• rca� Intl y 2292 Ra Data PNdm pea IYge VesselD manufactureer coined ErdneeriLicense VelldeteABy Yialgffi!4 submitted FBCA-conai A-ited status Revision 2020 Lamnm Katrina .idler James L. Budmer. P E. Steven Al. Urioh PE 20 11/29/2020 11IM020 112320 p Appr• din FBC category: Rooting (5011os3-6163 PE-31242 (717)3174454 SubCod-r . Roohng Acmomi athMwasn kielleyalomancomm Imaged Pan of the Rcofing System Compliance Method: EvW..tbn Rapon Inam a Florida Registered Architect or is Licensed Florida Prof-loral EnOnar Fla11I2Oi-1itd.Haclucts Ba4E Rodicd NrdaL Mxrbw pr Name $pp)g, p Olsaaty Aasuatsce Appr owd for Use Catrad Erdratim Data in HVNZ Approved! for Use Agar Outside HVHZ lIDgffi DW Rosetant S8,- 1 Deck -Ai" DA4 or TRI-Bv,H Wck-Ar DA-4 Loa' Profit,, Polypropylene Plastic Rod Vent 12/102025 No Yes No +97.51-9T5 Macheri caly Anaened to PIWood De li Florida Depertmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Poo 1 oil Building Codes and Standards Product Approval Application Detail .-� 2 s_ .tea- vt•a'-- _e 29& -'> E01ty.¢ 21, pine Data PeOdng lets T= version Manufacture License YatIOMetlev vetleeted submitted FBCApprevd Approved lima Affsmatkf 2020 PGT Indian L, Jens Rosovsc W-1-Dea BCCO-CER Maml-Dad. SCCO -VAL 11.052020 tip52020 11M IrX20 Approvd Category: Nlnd -s (941) 488-0100 (786) 315.2590 Subcategory: Siy1e Hung lrapesN@pgOnMsules.c Compllmn Method: Ctis ifi-tim Mark a Listing orn PI1#236-R2Of`r nus $ualit1LAra- Amravad for use A-ined for use Indoed Dal - Sys ,[ Product Model Numlovr or Name Product Ca sertodon Corutatl Irxdretlm Dos it, NVN2 Outside KVKZ R"MaY Pressures2 SH5500 ILa rises mead) Vinyl QMe Hung Maalox 07/30=25 Yea Yes Yes NIA Glikillit mm V"- Msnuf-core Affhmebn 2020 PGT lndusrle. Catagay: wndows aWCategory: Fixed Compliance Method. Ceraleatlal Mark . usnng Ft9 4MProducts 6-0 Product Model. Number a Name 5 PW-5523 (Large Meals ImpM) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Reel pri IWD21 Entry or 211 22" net, PasOrdm 20 t;mted Engineer &ucenae Validated&r Validated Submitted FISCAmmYat Ar2,21,d gSld Jens Rosdwaki Miami -Dade BCCO-CER Miami -Dad. BCCO-VAL 111052020 i1A52020 11MI12020 Approved (941)486-0100 (786) 315-2500 )fCsowsld(lpgundusmes e om $gaay$aMaegg Aoprrtvd for Ilse Amraved for use Imeat"t Deal- PrsductDeacrtodon Ccread Empleflon Date in HVHZ outside HVHZ R,,WM 2P-re. vinyl Flxrd Wind- 04l302025 Yes Yes Yee NIA Florida Department of Business & Professional Regulation Page 1 at Bulking Codes and Standards s u1 Product Approval Application Detail 1 ^5s* -. .»� . _ _H _ �l�-r.�-... i,.+.-._zs3 c._t. ..'b-ice.. s _ ,.. s:_ T.._�-3: ''i ..s '?.'s-'&. _-cam_ _ �•.t!-.,m--' '�`- _ 629s lntlro a dicta 291 Doe Pesdn t pee mm )(gEon Manufacturer correct Endraera Ucans, VoRdMd an, VaIkkded Submitted FBC Approve! Aipo2Yl6 §� Revision 2020 Ml Windows end Deese Brent SilRnger Amenwn Adhteavinsi Steven M. +Ni ir. PE 1OMSM20 10/082020 la119(2020 Approved Gismo y: Windows (717) 385.3300 M.nufaeturan A.-imor i717) 317.8454 "Category: Horizontal Sider tmMngergmwd.can Complance Method Certifcauon Mark or Listing FLAn5351•Ng Products Qlrattty Assurance Aposove for Use Approved for visa ImmWl Deal gaaS Prodrai Madol. Nsmber a Norm pnoduct1eiyQtall- In HVHZ Rey. Anissure 1 His 186 Fin and Filing. Frame 73x621 n..Wd Glass 02162024 No Yes Nc +551.55 996 Ina vereven tiaOulmtgcu. R•.i,idn 2020 MI Wild- and Dona Category: Wndowe abCateagoy: lAuams Compiles- MadioC Evaluabm Report tom a Flodde Registered AchltM or. Licensed Florida Professional Engineer yl�s+,sasu�ppd ,pia IMA Product Model. Num sir Nana 2 576d Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Eddifir or Ss-tai EndnaxaLicentse Brent Sitlinger We R I-.,, PE (717) 365-3300 PE-6.2514 ba ingel'a mMd.- Product De Nation Vertical Aluminum M.N. Pa9+1 d1 InJ/2021 pate loft Data PNdm sett Vakdatd Be Valf6Mffi Submitted FBC Amr.vet Avid-d $rifle. Steven M Urch, PE 10/082020 10f062020 101IM020 12/15/2020 Aco-ed (7173317-8454 Oufav A-anc, Araovad for use AraoV dfor that atOrgl peel® Contract EadrMim Data 111.KVMZ clubsidslAyu Resistant )',core 12r312O24 No Yes Yee NIA Florida Department of Business & Professional Regulation Peter pr+ Flor de Department of Business & Professional Regulation Page z of Building Codes and Standards IWD21 Building Codes and Standards la/9/2021 Product Approval Application Detail Product Approval Application Date [I ^1r far -wr , v v _ , .. . a'. -. _ _ fir. Y - - - .:>#• - -^Abe. s $aM� - •, -4sr+31�r „u _ , - . - ,; ace-�. - S84e Emily or 12M! 2292 Da. Padno 22m %49! MOW or 20 an dog 2292 ]spa version Mussecturer Corded Enrireser A License Validated IN valuated ggQmtgffi FBCAmmval A,-,,d Status Iyaa Y9L9na1 ManWactura wed Erdnar A Liearaa Validated Ba Validated Submitted FBC Approval An-opep Safes Revision 2020 James Hardie Building Pro.'pstta. Inc. Chad Dal V. Andrew Tan John Southard. P.E. 61/052021 12/142020 011OW021 ring FBC Appr, RalAsion 2020 Makes Nick Thompson Lyndon F. Sehmk+t PE Ryan J King, P.E. 02113/2021 02n S2021 D2222021 04M31i021 ApPrwad CeseigKi Panel Willits (90g) 545.8350 PE-81682 i352)367-2526 Category: Panel Walls t330)922-2369 PE43409 (813) 767-6555 sacatelgory: Bong ched.dbrcksCameshord Bubcat•gory-. Soles nthorni,a-Wa de.e«n Compliance Maginot Evahiapm Report tom a ..cam C-tallence Mdmed: Evaluated Repot from a Florida Registered Mchltect a, Licensed Florin Florida Registered A+MHect a e U-sad Flodde Professional Engineer FLd13192-Ra Produds Pnphoulonel Engineer Rad/ds Quality Assurance; AApprowd for Use Approved fa visa know clslon FUfSY72-95 Qualay AssraKre Approved for Use Appravd for Uaa know 22twm Sea a Product Model. Numbs an Norma Pfosi Draaldlon Contract Exptre11a1 Date In_I1VhZ Outsides NVNZ assistant Pressure asg A Product Mont. Manba or Name Product Daacnpuon C-had Expiration, Data e, MVNZ Outside HVHZ aesMaW prsssun 1 Cemplenk Lap Siding Sbar-cerrunl lisp siding 121312023 Yes Yes NIA NIA 1 a &quu:2T&Wot Sole Vent a Solid Very) SO M 12/31QG23 No Yes No WA 2 HwdvPk kLap siding 1ben-mant lisp eking 121312d23 Yes Yes NIA N/A 2 b. Aqud:Alence T4&qud: Soft Vant or Sold Vary! Saint 12131=23 Ne Yes No NJA 3 c. &qu➢t:Greynbrlw Vintage Beaded&a39 So1R Van[ or Solid Very) Sonk 12/3112023 No Yes No NIA 4 d &qud:D56qugt Sent Vent or sold V" --&M 12/312023 Mb Yes No NIA 5 e&q,d:Chater Cakaqud; Sold! Van[ or SVmy+ Som 12/31f2023 lib Yes No NIA 6 f. &qud:Super Spen8,qu., Witt Vent or Said V yl S.% 12/3172023 No Yes No WA Florida Department of Business & Professional Regulation page 1 d I Florida Department of Business & Professional Regulation Page I a1 Baking Codas and Standards 1oW 21 Building Codes and Standards I,B^.02+ Product Approval Application Detail Product Approval Application Detail - _ .. .. �'.-s-a. -ems-. _ � � _.... .,-..a-. - A. T. . 4 ,. ... .. .. _. - fS' .. . f . `�s -?IZ'S '� . _. _ .. _ i'7- fi . , "n. 3i= R ,g... _ .,e i�`: roc .......,.^--:i.� .. "_. > ��_ _ s ..r�v }�.1£�. . 229at Entill, or 211 2111e Data Prod, 212 S34e ImIty or pa(a 1&1(1 Data PNdm ],jpp Vernon lillassulaggiorr Corvact Enlrearl LFeolse Validated Be Vested submitted FSC Amrovd A-sneg ate -Tim Vsrsinl Manaseulrr t Endnexa ucans VWrerW Br YN6Aa6 its Ei�• tl�lF IDero I .. 90L[g7o6 IEWta Rs.- 2020 TAMKO eu/ding Products LLC Kenn Eden Robert NlWiynen John W. Knwvkh, PE 10N4r202o 09292o20 10/122a20 12M SW20 Approved R-- 2a20 L.V. Thompson, Inc. lips ThornDean Architectural Tony Christman Zadnary R. Pnest Steven M Unch. PE Mill 2020 09/192020 09f222020 12J1Y=20 Approved Cathisg :RooMg (417)024-0544 PE-55156 1954)772-6224 Metals CorrpmY(TAMCO, 1913, 248-3436 PE-74021 171 T)317-8454 SulCaltgory. 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(205) 85"161) Category Shutters (954) 689-7545 PE-44181 (954) 772.6224 Sub"Mig-r. Fielding Tiles RoUnAndemmaboral.m subcategory: Sbrm Panels tinlydbinsonCgppent.com Carroll-MMhed: Evaluding Report from a m Compliance Method: Evaluation Report from a Prod,et Evaluation Entity F bride Registered Architect or a Licensed Florida FlA78la-R12 Prpd,ds Professional Engineer FL111480TI14% Pr'odudts $!aP Prad,d Yodtl. Marta a Name Quality Assuanoe Apprevd for Use Approved Product Desenorlm Contract E�reron Data Outeta In NVMz for use all citation HVHZ NeNIA Quality Assurance Aoorovee for Use Aoorovee for Use JIDgm'd GltatigD y Iry Sri Enq 18 Sarm -Sake. Sete. Cqun Sete. t qtl isfr Flat Prmb - Denvsa. CO 12A12020 Mb Yes NfA WA WA Sa a PfWUM Model, thumper or Name I Product Descriptions Contract Esmiratlon Date in HVHZ outside HVHZ Resistant Pressure T+iateh &amp; impact 17 Saxony 00 - Sete. Shake &amp: Split Shake Flat Proni-Stmkton. 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P1.$165444li8 ProdseM Guettiy Aaslrsnw Awroved for Use Approved for Use I wow Dealers 1 Hsng i Strength Caete Lhtels 4, 6. 8. and 12 twh'w1a intele 052lf2022 Yes Yes WA WA g� Product Moat Mumha or Rant contract Exaintim Doe in HVNZ OWya HVHZ segment preaaprs I Alpha Numirum Solid Blimp: Versed AMmin um SofOU CMU &arts; Wpptl Abh a Aluminum Sold auto, VontaJ Auminum 07/302023 No Yes No N/A Soft1V CMU &artp; Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d2 + -sue`es,-z �'� sv -� avzcr�i rs,avPa.r� 221e Entity or cafe 29, Data Prndrto 22att version Manuracturu ca uns Enuirser i Llcxes, Vetkirted Be v 'ice SbKtW FBC Amravd e Re.- 2020 MITek Inc. Erin Wader ICC Evatuabon SW14M. LLC ICC Evduaem 6arvice, O&M 12021 OMOM21 08112/2021 Approved Category. Structural Components t95Z)89e-8635 LLC. BWictt.gery Truss Plates ea'eldenorrii tom (205) 599.SWO Comialarxe M4thed: EYaluMlm Report from a F V21aTFe RodMls Product Evaluation Entity QsuatMv AawrMce Approved for Use Approved for Use knoiler Deslon 6eg APr statist Morel Itu n er or Name Product Oesalption contract dblratlnn Oat OWeta YJt �Z HVHZ fitr!>&ant $trM1C3 i miaAH5 1 high 8 span Wsa connector lie 12/3/2022 )m ➢ gth p Yes Ye. N/A NIA 2 M18SHS 18 ga. super to akongth INes cmnecla plate 12(312022 Yes Yes NIA N/A 3 0116 16 ga. Miss cmnect. plate 12131=22 Yes Yes NIA WA 4 MT18HS 18 ga. high strength Iry -corned. dote 1 Wl Q022 Yez Yes M/A MIA 5 MT20H5 20 ga. high strength truss eamMor plate 12/3112022 Yes Yes NIA WA B TL18. MTI8 /ega. Wa9cwhaeorplates 12,312022 Yes Yes NIA WA 7 TL20. MT20 20 era, uy99 connector plates 12f312022 Yes Yes NIA WA Florida Department of Business & Professional Regulation Page 1 d2 Bulking Codes and Standards 1)u2021 Product Approval Application Mail mod" "x�• r 1292 lndra DO AU ckae Pled. 2e Irgat voreftO Manufacturer yApgyyp Submitted FBCAmroval AeordWg status Revision 2020 MI Wlnd-c.no Doors Brent Slttlnger Annul-AChkepi Steven M. Urim. PE 11221Z020 11222020 1112&/2020 Approved Category: Wndeve (717)385-3300 Manufacturers Assmbtim 1�IT)317-8454 "Category: Fbred biAtroengi-d- Cwrglianee Mashed Certirioetion Mark a Listing F 111a94R.R74 Froaaots pnallivA�ear,rap- A-,,d for Us, AmKandiaum wawa Realm INA Product Model. Illanba or Neva Proc sct Deaernelon Catract lxpaatlal Date In HVKZ out" HVHZ Resistant "inure 1 185 PW 73 a 721nadeted Glass 00032023 No Yes No +M-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 d i Intl aA if'��... � 's �����.�rb���ar�s�°'--.--���. `�""�+� - )'#� . y „"�-'�• ,�'�+�r.�,t��1�-»:' .�lam'c-,7 .:�,Y�,..-.. cm r Ent t.on 12" JUA Data Pontine )gee version Manufacture contact Engineer &Uetme VaMaed Bpi YaldM" gL4bMltt4 FaC Approval d¢prgY49 Win Affirmation 2D20 PGT Industries Jens Roscano Maml-Oade SCCO- CER Miami -Dade BCCO - VAL i iMM20 11A)52020 11M 12020 Apprared Catagosy. Who- (941) 480-0100 (786) 315-2590 SubCa+aparY kMllons IrceoeskidiVinoustnes.c Canpllanw Method! 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Number or Name Product Daecriptfon Contract Expiration Debi In HVHZ Outside HVHZ Rpaistant Presasaurp 1 24ga Galvanized Steel Storm Panels 24g2 Galvanzed Steel Storm Panels IW 2022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page / a Building Codes and Standards 6flv=' Product Approval Application Detail _._. - ' _ --` �: -,+_ ..... •:X,..,•1: ,_.ai.:a��r+;�"'_`-sr..-'.._w. •cis, - - �--a .=_.�Z•3v >c.,w ".' s? ,_-.:�. - 'c$,r HNIN a 2" 22" Pant Perdido 22& 11Vj1 VeNgD Manufacture cooled Engineer i Ursms valwatuad a. Validated gt&M" Fac Addresser Agnrand mrt., Rai 2020 Weyeba.i.w Poo Baldwin ICC Event anal SWNcs, LLC tar Lehrer. P.E D2A22021 l onaQ020 02J032021 Approved Category: Structural commerts I253)924-6476 (508)839.3288 sutiCalli Engineered Lumber Ronald elawinr$'.'eyera Comyllance Mehd: Evaluation Report from a ausW.cdm FLIM74111 Product Ewluadw Entty Products gem Product Modal. Number or Name Predict Oescrlprlon Quality Assurance Amrand fa Use Approved Comrart t:lmlratlm Doe OWeta hll�ili Ta Use Impact per t;�t HVNZ EtrtsaL>4 $e3.sg[e. 1 Mcrolam LVL Lemhdd Veneer Comber 03/3 1 2023 No Yes NIA NJA 2 PaNlam PSL Parallel Shand Lurtber 031312023 No Yes N/A WA 3 Trmber5lre nd LSL Leaned Strand Lumber 03/312023 No Yes NIA NIA 4 TJ Rom Board Structural Composite, Lumber a Oriented Brand 03/312023 NO Yes NIA NIA board Rim aced 5 Wryarhaeuser Ran Board Onnted Sh rd Board Rm Bovd 03/312023 Me Yes NIA WA a� a� > U O ^` W Q O O i CU O O C O O U_ W . Ln -0 .O E 1 O Ui O Q� LO .� V / a< Q Z Z W J o O O OM N >_ � XN arm. M -0 L U e, U) Q C u) E Q O S lei • C: C O > > 1 LL eall's-eJ Z Cn CC 0 cl O c- S� U O W L) m =:3 Q O L W Q z z Q J d SHEET NO. PA 1.1 Jim f�"W!r !\111 !1 I .rtnr ` ! I 1 1 , IT'I It I 1 i, -&-0 ^W^ VJ V }� Simpson Strong -Tie Tie 2020 FBC Approved Products P 9- PP FFFLL.W235f-R7 updated 12l30/2020 Simpson Strong -Tie Tie 2020 FBC Approved Products P 9- PP Updated 12rXM20 � Simpson Strong -Tie Tie 2020 FBC Approved Products P 9- pP updated 12130202o � Simpson Strong -Tie 2020 FBC Approved Products Dpdated,zrsolzozo t`, N Q C O O cmFor direct knits toed SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals )sled below, CLICK HERE � For Arcct links to all SST approvals listed below, CLICK HERE cm � For direct Inks to all SST approvals fisted below, CLICK HERE � t` ^ For additional Information regarding Fldrlde's Statewide Product Approval System and Maid -Dade Canty Notice of Acceptance (NOA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mand4)ade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maid -Dade County Notice of Acceptance (NOA). CLICK HERE. • For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK HCRE. � .� U U FL#10446-RS FL#10456-RS 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" M 3- = -M 9/16" and heights ranging from 4.5116" to 11". Concealed flange -0 IMI Product Model. Number or Norma Product Description �,� Model, Numbs r Name Product Mo r o P n Product Description AMIN Product Modem. Number or Name Product tlescriution version USC oval le for models v I lab o having width equal to or (I'{ ) 9 q O O _ 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw 1 A21. A23, A33, A34, A35, A44 Angles 1 ET, BTB, BTH Brick Ties greater than 3-9116" � L O 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- 0 Q c 3 APB44, APB44R, APVB66, AP866R, APBB$ APB88R, AP81010, AP61010R, APV544, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1 /4" to 16". O L F1l19689-R6 APV844R, APVB66, APVB66R, APVB88, APV888R, APV01010, APVB101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers M O = _ 4- M 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressianlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co O Sea tf Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC2107 Face -mount hangers 0 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.6A, H3, HO, H7Z, H16, HIS$, H16-2, H16-23 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U) a) L_ 2 SD9112. SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 6 API-4, APL6, APT4, APT6, APVL4, APVL6; APVT4, APVT8 Outdoor Accents L and T Beam-to-CColumn n Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" fro 10-15116' (n 3 SD9112SS, SDQ212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H524 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers �O CD- -0 Q 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong-Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 . HSS2-3-SDS3, HSS4DS3 HSS2SDS1.5. HSS2.2-SDS3.S Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in ths ranging from 1-9/16" to 5- widths k-� �Q � v ) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5. HSTB Straight Straps il8" and heights fan ging from 6-15116" to 19-11T. 5 SDCP22434, SDCP22512, SDCP2261 A. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z 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 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3-1t16" to 13-3/4", 71 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412, Strong -Drive SDS 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: SDS25500, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 12 8 SOS25112SS, SOS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2-5T, H8, HIOA-2, H10S, H14. HGA10 Hurricana Ties 18 LTS12, LTS16, LTS18, LTS20 Light TwletStrap Wand heights ranging from 2-5/8" to 11.114" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4: HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36_ MSTA49 Straight Straps FL#10667-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps ns_p x Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4893, MSTC8863 Pre -Bent Straps Sea X Product Nbdel. Number or Name Product Description 1 ATR318, ATR11Z ATR5/8, ATR3I4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MST138, MSTI48, MSTI60, MST172 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, ATUD9-3, ATUD14, ATUD74-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to W'. 3 BP3/8-2, BPI/2, BP1/2-3, SP5/8-2, BP5/8-3, BP3/4, BM/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ: LSSJ28LZ; LSSJ28RZ, LSSJ21OLZ: LSSJ21ORZ Field Adjustable Jack Hanger 25 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3l8. CNW112, CNW518, CNW314, CNW518-1/2, CNW314518 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2 37. LSSR2 56. LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB12, RCW914 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUOT7, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS18, RP522, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1t2'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML26Z. ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down $0 SPt, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-34' to 3- 7 RTUO3, RTUD3B, RTUD4, RTUD48, RTUO5, RTUO6, RTU07, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, S32.5, SS3, SS4.5 Stud Shoe 5 EG5. EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 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 32-1/7'. 1D URS3 318" Uplift Rod Run Todown System 32 RST-3 Roof Tie -Down 34 T820, TS27, TB30 TB36, TB42, T848, TB54, TB58, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in vedths ranging from 3.518" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWI314 Wail Bracing 1/4" and heights ranging from 11.114" to 37. 12 URSS 518" Uplift Rod Run Tiadown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 UR58 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WB108C, 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 widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"to 37'. FL#10441-Rfi FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/18 0 7- FL#10447-1115 112" and heights ranging from 8" to TY' ,'eg" Product Model. Number or Name Product Description r3.4g_l Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Seq # Product Model. Number or Name Product Description 1 CBH2 37x5.5, CBH2.37x7.63, CBH237x9.75 Concealed hangers and heights ranging from 10-1 /7' to 28"- 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHLTTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDO8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SD93, DSC2LSOS3, DSC5R-SDS3, DS05L-SDS3 Drag Smut Connectors available in widths ranging from 1-9116" to 39118" and heights 718" and heights ranging from 7-it7'to 37' 4 HDU2, HDU4. HDU5. HDUB, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" tc 7- 5 HPA28, HPA35 StrWstyle purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2 HHRC411.81, 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 2-5116" tc 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9118" and heights ranging from 18" to 26' 8 MPAI32, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRC22 Hp Ridge Connector 318" 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 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8" to 13-118". 10 PAI18, PAI23. PAI28. PA135 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 9-9118" to 5- 11 STHD10, STHD10RJ 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 112" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS725M0 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 2-9116". THAC422, THA426, THA422-2, THA428-2 118" to 5-1/8" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81122, THAl2.06122, THAl2.1122, THA1222, THA1322, THA3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger 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- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/8" to 37'. 15 THJM2-4SDS3, THJM2-SSDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC set" hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.114"- Concealed flange 5/8" and heights ranging from 9-118" to 16". C 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB sir es hangers Top f ange hangers available in w dth of 1-9/16 and heights M18 VTCR Valley Truss Clip greater than 2-9(18". ranging from 5.3/8" to 7.1/4" U 10 HUCQ1.81/9-SDS, HUC01.81/11-SDS, HUCO210-2-SOS, HUCQ210-3-SDS; HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9116" and heights �N 00 ,/ SDS, HUC0410-SDS, HUCQ412-SDS, HUC052519-SDS, HUCQ5.25111SDS, HUC0610- ranging from 9-3118" to 13-118" LL a SDS, HUC0812-SDS N t O M c NY WCn EQ fin Q C5 L U C .. > Simpson Strong -Tie 2020 FBC Approved Products Updated Sim son Stron -Tie 2020 FBC APproved Products updated 1213"2o Sim son Stron -Tie 2020 FBC Approved Products Updated iN220 Simpson Strong -Tie 2020 FBC Approved Products Updated 12134220 - �-+ For direct Inks to all SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below: CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERCM E Q l� .� For additional information regarding Florida's Statewide Product Approval System and Marrd-Dade County Notice Of Acceptance (NOA), gtJCK HERE. • For additional information regarding Florida's Statewide Product Approval System and Maid -Dade County Notice of Acceptance (NOA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maid -Dade Canty Notice of Acceptance (NOA).UCK HERE C. . For additional information regarding Florida's Statewide Product Approval System and Mani County Notice of Acceptance (NOA), cl QK uca c > > w 21 L8 series hangers Top flange hangers available in width of 1-9116" and heights FL#1 /46a-R5 18 S/LBV1.56, SlLBV1.81, SILBV2.06, SJLBV2.37, SILBV2.56, SILBV2.68. S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". SILBV3.56, S/LBV3.62. SILBV4.06, SILBV4.12, SLBV4.28, SILBV4.75. SILBV5.50 6 Strong -Bolt 2 (STS2, Sf624SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea A' Product Model. Number or Name Product Description 19 S1LTT20, SIOTT2Z, SIHTT14, HTT4, HTT5 Holdowns steeland Types 304 and 316 stainless steel ranging from 93/16" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titian HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6 2 HRS6, HRSB, HR512 Strap Ties 21 SP4: SPB Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-117' 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2' 5 THGQ2SDS3, THG03-SDS4,5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 24 TPD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Then 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, THD37212RH, Titan HO Threaded Rod Hanger forconcrets 118" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All g A) Wedge -All Anchor for masonry ranging from 3-318" to 7-1/8" FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- -dta Product Model- Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RO 118" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4-82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCQfM 62-SDSG, CCCQM4.82-SDSG,,da jj Product Modal. Number or Name Product Description 3 H18, H16S, H18-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#t0860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4(T, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETA120 Embedded Truss Anchor ECCLLQMD4.62GKT, ECCLLOMD5.50G-KT, ECCLRQM03.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAMI0,HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA56, ABA66R Adjustable Post Base 7 HHETAI6. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46: ABU46R, ABU5.5: ABU5.6 ASU65, ABU66, ABILS R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3. LGUM26-4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HID (THD-H4SS, THD-HBSS. THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ' W ABU88R, ABU1010. ASU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46. LGUM48. LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ1 ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MSHA3.12/11,25, MSHA3-5617.25, MSHA3,5619.25. MBHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, AC6, AC6R, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCMOO Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56114, MBHA3.56/16, MBHA3.56118, MBHA5.5017.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry Z U) 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BC52-2/4, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MSHA5.50/11.25, MBHAS-50/11.88. M8HA5.50114, MBHA5.50/16, 6 CB44, CB46, C648, CB66, C868 Embedded Column Base MBHA5-50118 ICU 7 CB5044-SDS2, CB.SQ46-SDS2. CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3,56/11.25, MBHU3.56/11.88. MBHU3.56114, MSHU3.56116, Masonry Beam Hangers FL#18837-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 31/4" to 9.112" and FL#11496-R5 MBHU3.56118, MBHU5.5019.25, MBHU5.50111.26, MBHU5.50111.88; MBHU5.50/14, > W2 ranging from 3.5/8" to 7-112" MBHU5.50116, MSHUS,50/18 Sea X Product Model, Number or Name Product Description O 9 CCQ-SDS2-5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-1/7' and Sec N Product Model. Number or Nome Product Description 1 X34B1016-5K, X1S1016, X1810164XQ1S1016, XQ181016-4K K #10-16 Strong -Drive X Metal Self -Drilling, Topping 9 9. Screws with #3 W2 ranging from 357 ' to - 1 DTT1Z Deck Tension Tie Drill Point �i 10 CPT44Z, CPT86Z, CFTBSZ Concealed Post Tie Base Post 2 3 HD12;ft HD3B7 HD5B, HD7B, HD96 owns Bolted Hoklowns 2 XLQ114T1224, XLQ114BI224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPS44A, EPB44, EP846, EPBW Embedded Base Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HITS, HTT5.314 Tension Ties Sag X Product Model, Numbar or Name Product Description 3 XMQ114S/224, XMQ114[31224-2K #12-24 Strong -Drive XM Medium, Head Metal Self -Drilling, O 13 LC844, LCBW Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SDW22458, SDW22500. SOW22600, SDW228: 63 Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Scram with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDV M634 4 XQ114SI 224. XQ11481224-2.5K X114S1224, X0112S1224, XQ1 12BI 224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MP044Z, MPBMZ, MP8887 Moment Post Base 2 SDVVC15450. SOWC15000 Strong -Drive SDWC TRUSS Screw Drill Point V 16 PB44, PB44R, PB46, P866, P806R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH1940OD6, SDWH19600DB, SOWHIGBOODB. SDWH191000OB Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU3481016-5K #10-16 Strong-Dliva XU Mortal Self -Drilling. Tapping Screws with 17 PBS44A, PBS45. PBS86 Embedded Post Base Product Model. Number Name Product Description 4 5 SDWH27400GL SOWH276DDG. SDWH27BODG, SDWH271000G, SOWH2712DOG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6. PBV10 Round Post Base $cjga or SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16. PC46-16, PC48-18. PC64-16, PC66-16. EPC44-16. EPC46-15, EPC48-16, Post Cap 1 SB5/8x24, SB7t8x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDVvS224D0,SDWS22500,SOWS22512, SOWS22600. Strong -Drive SOWS TIMBER Screw (Intenox Grade) O EPC64-16, EPCOO-18 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SST836, SST8I6L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221WO, SDWS221100. SDWS221200, SDWS221500 FLNM20-RO L 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ. EPI;4Z, EPC4RZ, EPC8Z, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SOWS224000B.. SDWS22500DB, SOWS22600DB, SDWS2280013B, Strong -Drive SOWS TIMBER Screw (Exterior Grade) n EPC8RZ SDWS22100008 Sea # Product Model- Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312006, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. OSSCB46, DSSC846, DSHS Bypass Framing Drift Strut Connector /11 V'^J 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS, Strong-DrN9 SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB4T5, FC849-5, FCB411.5 Bypass Framing Foced-Clip Connector SDWS271000SS, SDWS2712DDSS 3 FPHSD34S1016, FPHSD3481016, FPHSD3481016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- v' Seel x Product Model, Numbar or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHS034B1214-5K Drilling, Tapping Screw ICU FL#10866-10 1 CMST12, CMST14, CMSTCI8, CS14, CS16, CS187 C820, 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 HRS5. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors ■ ■ ■ 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTt48, MSTISO, MST172, SMST27, S1MST37, S/MST48 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FLX15363-R3 6 MSSC425KW, MSSO6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wail Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCR45,S. SCB47 5, SCB49.5, SCB411.5, MSC845-5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46$ GH46-8, GH48-6, GH48-8, GH410-6; GH410-8. GH66-6: GH66-8, GH68-6, GH68- 8, GH610-6, GH510-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 LSUSH3.25, SUBH3.25, MSUSH3.25 Straps 33 mil (20 go) Bridging Connector QA&LJ 1 Product Modal. Number or Name AS 18, AS 18S5, AS 18SO Product Description 18 ga. Truss Plates 8 9 SCS32-5/87, SCS62-5/97, SCS62-5/118, SCS82-5/118 SCW3.25, SCW5-5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GL55A, GLB58. GLB5C, GLB50, GLB7A, GL87B, 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, MSJC10.25 Steel Joist Connectors 5 GLST512, GBLT812, GLBT518, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS16, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSW 518 Bypass Framing SI{de-Clip Strut Connector L 6 HGLBA, HGLBB.. HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78131414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping OICU 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, STS238 Straps 66 mil (14 go) Screws LLW 8 UFP10-SD83 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20. MTS30, MTS24C, MTS30C Medium TwdstStraps 13 X01S1016, X01 B1016-4K, X01S1214, X0181214-3.5K, X078S1224, X07861224-3K, #10-16. 912-14, and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, 5/81.81, SI82.06, SIB2.37, SIB2.56, SIB2.68, SIB3.12, SB3.56, SIB3.62, S/64.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQ114B1224-2.5K, XQ112S1224, XQ11281224-2K, X3481016-SK, Tapping Screw 5/B4.12, S/B4.28, S1B4.75, SIB5.50 X1SI016, X1B1016-4K, X1S1214, X1B1214.3.5K /�� W 13 SBA2.12M, S1BA2.12/1C S/BA2.12f12, SBA2.12/14, SeA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model- Number or Name Product Description Z J SBA4.18112, S1BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S1H' A Hurricane Tie 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GDPS, GW50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, SHD8B, SMD10S, SMD10B, SIHDISS, SIH0I5B Hoklowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies Q 16 SHDU4, S(HDU6, S1HDU9, SIHOUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 S1JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a.. SHEET NO. PA 1.2 FIIAM � t-BADE COUNW PGT Indust: iesr ur. PGT Lu1nstries, Inc. L_ L • PRODnlC CON- MOL SECTION Room 2011 PGT Industries. lute. N Q 0 O (D i IN5 SW26 SavK NOTICE OF ACCEPT Al'�TCE: EVIDENCE SUBMITTED :NOTICE OF ACCEPTANCE: EVIDENCE SUBAM-1 ED C_ co - DEPARTMENTOF REGULATORY AND ECONOTriI+C EESOMCES (iM) Ivies, Florida 33I75 474 BOAitD Alm ct�E AD1 T3tATraN DTL'ISEO*t I t�s� 3> 5-2490 F (�86} 313-239p NOTICE OF ACCEPTANCE: EVIDENCE SUBAM-M D. QL�ALTIT ASSURANCE _ +� N � � NOTICE OF ACCEPTANCE (-NOA) ,�-�m odcRes:mmew 1. Evidence submitted ender previous NOA P A. DRAGS B. TESTS (continued) 1. 1. Miami Dade Department of Regulatory and. Economic Resources (RER)_ � M CZ �n N U � 'p PGTI[rtrlastries,Tnc. 1070 Techafty Done, 1- Mannifacturer's die drawings and sections. 5- Test report on 1) Air I�iatian Test, per FBC, TAS 202-94 ,� L_ — O N =- North Venice, FL 3.4275 (Submitted under.,►'OA? & 11-01OZ 04) 2) Uniform Static AirP� Test, per FBC, TAS 202-94 E. AiATERLAL CERTIFICATIONS � 0 LL Scams: 2- Drawing No. �-5570.a, titled ` Vinyl Sliding Glass Doan NOA (LM)", sheets 1 3) Water Resistance Test, per FBC, TAS 202-94- 1. Notre of Acceptance No.1-"-528.14 issued to Vision Extrusion Limited for their co � � 4__CU ThisNOA is beingissued under the cable rules and re Icons v the use of comstructionmatenals-111E applicable through 21 of 21, prepared by manufactures, dated.10,05iI 5, with revision. A dated 4) Large Missile Impact Test per FBC, TABS 201-94 �'hke Rigid PVC Exterior Extrusions for Windows and Doors-- dated 08;13i 15. _�_ E documentation suhas been c and accepted b Miami-Dade�County RER -Product. Control Sectkmto GC05/17, signed and sealed by A. Lynn M@1er7 P.E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 cq** on 093W19. � a) a) Q be used in A+fiamiDade County and otherareaswhere ellowedbythe AudhorityHavmgTuiisdictim(AHJ)_ 6) Forced Entry Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their -17E .0 (n �12 CCU Q This NOA shall not be valid after the eucparaticn date stated below_ The Miami Ihzde County Product Control Section B. TESTS along with marked -up drawings and installation diagram of �ainyl sliding glass door, prepared 100{ Tan 2(i2 and lighter Shades ion-it7tite) Rigid PVC Exterior Extrusions for (n Q (In Miami Dade County) an&orthe AHI (in areas odw thanMiami Dade: Cmnty) res erne the right to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc., Test Rq)M No- FTL 8549, dated 11 ftfl5, signed and windows and Doors", dated 12108?16. expiring on 1229121_ product or material tested for quality asssarance prop - Ifdm product or material fails to pedb m in the a ccepted 2) Large M�sile Impact Test per FBC, TAS -201-94 sealed by Ddaktns Ortega, P. E. (Test tm'p�ort revised oa 12�04/15 sad 02i 11116) s s 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown manner, the manofadureswill ialcurth,e expense of such testing andthe AH7may imme&atelyrew, oke, modify, or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Test reportdlon Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) Write Rigid PVC Exterior Extrusions for suspend the. use of such product or material within their jurisdiction. RER reserves the right to revoke this with draw and installation die of along tinnyi $ glasss door. � 2) Unifonn Static Air Pressure Test_ per FBC. TAS 202-94 'i'lrudows and Doors", dated 08,rs3f15. expiring on 0913Qn9_ acceptance, if it is determined byMiam�Dade County Product Coral Section that this product or mAerial fails to by Fenestration Testing Lab, Inc., Test Regan No. FM 8717, dated 12rt07i 15, signed and 3} Water Resistance Test, per FBC, TAS 202-94. 4_ Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA. meet the requirements of the applicable building code This product is approved as described hea�eia and has been designed to comply with �e Florida Building Cade, sealed Idalnis Ort a. P_ E_ (rest revised on 02/15/16 and 0224/1 by � (T � � 4} Large Missile Impact Test per FBC, TAS 201-94 ins. for their "TA'+t 3il-t0 a>aol Lighter Shades (Ton-R'hite) Rigid PVC Exteerior including the High Velocity Hurricane Zone. 2, Tee report on 1) Air Infiltration Test, per FBC_ TAS 202-94 5) Cyclic Wind Preswre Loading per FBC, TAS 24394 Extrusions for R'indows and Doon•s" dated 0911546, expiring on 01104021. DES{ RIPTIOIti :Series " 7fN2 770" i'ffi; l Sliding Glass Doer (Reinforced) hso 90° & 135° corners L.M.I. SeriesSliding G 2) Unifonn Static Air Pressure Test_ per FBC, TAS 202-94 along with inwimdup drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutions USA, "Bronze "55 Dram Na. l ass B, tided inf Siidin Glass I3oorNOA sheers AFPRO� :�I. DOCL 8 g {I-R"' 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 201-04 by Fenestration Testing Laic, Inc., Test Report No. FTL 8552, dated 12,DC5, signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 02/15,,2016) Inc, for their and Lighter Shades of Cap Coated Rigid PVC Exterior Extrmsions for W, indows and Doors" dated 09/15116- etpiring on 04,11600. dated lt)1 5 and last revised on n 1, signed and sealed by i through 21i of 2 i, E_ he 5) Cyclic Wind Presre Loading per FBC_ TAS 203 94 7- Test report on 1) Unifot nl Static Air Pressure• Test, per FBC, TAS 20294 6. Notice of Acceptance No_ 16-07I2.a3 issued to ENERGI Fenestration Solutions USA, scam A. Lynn Mum, P_E_, bearing the �.fatai-Dade Co�tmtyProdaactComtrol Revassiom stamp with the Notice of bearing Miami -Dade Fr Forced Test, per FBC, TAS 20294 � Entry � 2) Large Misse Iu t Test per FBC, TAS 201-�4 Inc. for their -White Rigid PA'C Ext"Wr Extrusions for Windows and Doors" dated Acceptance number a ud expiration date by the Miami -Dade Cyr Product Control Sechom along with mar rod- up drawings and installation diagram of vinyl sliding g door, prepared 3) Cyclic 'Wind Prjesme Loading per FBC. TAS 203-94 08/10117, expiring on 02/28/18. 1LIS .F L1iFACT RATING! La and Sma]iMSsftle net Resistant by Fenestration Testing Lab, Inc., Test Report No_ FTL 8L6, dated 11i06715_ signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports Na(s)_ 1Q-402-792(A), 1Q-0b-MU527. 53573-09, per AS1I4iE-84. Limitations: 1. See table 1 (sheet 7 ) and table 2 (sheet g) forapplicable SGD unit sizes. design per_ reinforcements types, sealed by Idalmis Ortega, F_ E. (Test report revised on 01104/16 and 02il1/7-016) by Fenestration Testing Lab- Inc., Test Report No. FTL 6638 (samples A-1 tbru A-22), dated ASTND1929 and ASTNM-635. issued by EXOVA to Vision Extrusion for cellulosic glass types, sill rise (see tables B-I & B-2, sheets 7-9) and anchorlayout sheets requirements in I I thsu 16_ 3. Test on 1 Air Infiltration Test, FBC. TAS 202-94 t ) � ' 'Test: 11 r�19>°10, signed and sealed by Sorge A_ Canso. P. E. (STlbut7itted nRder 1�'O_# �'1To. ll - composite material omlaosit 2. Rigid �4'hite PVC, Tea (Non -white) Rigid PVC and $sawn coasted (Panned or latninated'j white Itig)d PVC to be toiform Static Air Pressure per FBC, TAS 202-94 2) U 3) Water Resistance Test, per FBC, TAS 202-94 QI(j,', ai) 8 Test report on 1 Air Infiltration Test, FBC. TAS 202-94 ) p'� (STl�l�tTtted under 1V(?.-4 i'o. 11-01 A.7, 0-4) 8_ Notice ofAcceptance No.14-0916.11 issued to Kurma America.. Inc. for their Y labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per requirement, as applicable_ 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Set n-Gla.st (Clear and Mike) Interhy-er". expiring on OTD4.+ 18. 4. Pocket walls under separate approval, to be re,°ieuedbyBuiiding official 5) Cyclic Wind Pnessme Loading per FBC, TAS 203-94 3) 'Water Resistance Test, per FBC, TAS 20294_ 9. Notice ofAcceptarue No.16-1117.01 issued to Kurara-y America, Inc_ for their LABELLNG: Each unit shall bear a permanent label with the mamsfacm r estiame or logo, city. stare and series and. 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 '`'Trasifollt- Uttl'adear. Clear and Color PVB Interlayerf'expiring on 07./0& 19. following statement 'Muni -Dade County Product Control Approved", noted herein. almig with marked -up draw nags and installation. diagram of iq yl sliding* glass doorprepared 5) Cyclic lend Press= Loadingper FBC, TAS 203-94 F: +�R �4L of this NE�A shall be considered after a renewal agplitsition has been filed earl there hay barn no by Fenestration Testing Lab, Inc., Test Report No_ FTL 8-9 47. dated 121Q4115, signed and 6) Forced. Entry Test. per FBC. TAS 202-94 F. STATEMENTS change in doe appiicabiebuiidimgcodenegath eiyaff!ect�the perfo�ceofthisproduct. sealed by is octane F_ E. (Test report 0 along withamarlced-up drawings and installation diagram of vinyl sliding glass door, prepared 1_ Statement letter of conformance with FBC-ahEdition (2i31 i) and FBC-6ftEdition TERMINATION of this NOAwill occur after the expiration date or if these hasbeea a revision or change in the per FBC, T port TAS 4. Test report on 1) Air InftTttation Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report No_ FTL 6337 (samples A-1 thnu A-5), dated (2417), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, PE_ materials, use, andror mauufactare of the product or process. Misuse of this NOA as an endorsemem t of any product 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12t06� 10, and sealed by J A. Cause. P. E_ Srlhmitted tlTrder � 'O.# A'a.11- � ( 2. Statement letter of financial interest, dated 04l1&17. issued b mamfwtturm- signed Y �d for sales, advertising or any other purposes shall automaticallytezminate this NOA. Failure to comply with any 3) Water Resistance Test, per FBC, TAS 20294 i11A?. #Qj &sealed by Lynn Miller: PE_ section of this NOA shalibe cause for kmnirwtion andtemosttiofNCA. 4) Luge Mrs& Impad T&;1 per FBC, TAS 201-94 3- Letter of Lab compliance, part of the above test reports. ADNTItTISE-M ENT: The NOAaumberprecededby the words Miami -Dade County- Florida, and followed by the 5) Cyclic Rind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No-17-0387, dated 05/054 7, signed by Ishaq Chanda. P-E_ expiration date maybe displayed in adiwhsmg literature. If anyposiion of the NOA is displayed, then it shall be 6}Forced Entry Test: per FBC, TAS 202-94 1 _ Anchor vesication calculations and structural analysis, comps with FBC-2014, done in its entirety. along with tmzked up drawings and installation diagram of vinyl sliding glass door, prepared prepared by PGT: dated 12.1k94 yard last revised on 01115/16: signed and sealed by G. OTHER L` SP'ECTIOI : A co ofthis entire NOA shallbe roxi&d to the eases b e man ufactuser or its disttrilautors and Fy P Yd' by Fenestration Testing Lab, Inc., Test Report No. FTL 9-4-0. dated 12/04�15, signed and Ant2tonyL Haller; P.E. (Srrbtrliti�d TlitdPt" r1'O.# 1'�'0.15 �.210.01). 1. Nonce of Acceptance No.15-1214.41, issued to PGT Industries, for Hoerr Series shall be available for inspection at the job site at the t:egtaastoftheBualdtug offvial. sealed Idalsnns Orr P. E_ (Test revised on. 01rU4.16 and 02/1111 (T report 2. Glazing complies with ASTME-1300-09_ -557012770" Vinyl Sliding Glass Door (Reinforced) L.3iL'> s (R ) — expiring 4n 04/14/21_ This NOA res uses &renews!kO �i#20-U4:9.OS said consists of duspage l andPvidencepag�es E-1, E-2. E-3, EA � C?�, � � %of f, ., f �:: � "~ � 1 � �g r;.L , a) -C O E-5 & E-+6 as well as approval document mentioned abode. The submitted docuaoerrtai was reviewed b Isla L Chautla, PE. Y 9 hhaq L Chaada, P.E. Product Control Unit 5uperriser lshaq L Chanda. F.E. Product Control Unit Supervisor } Ishaq L Ganda, PX. Product Control Unit Supervisor N L M Q m N NOA No..1-0.06.03 NOA 0. 21-0205.43 NOA No. 21-0205.03 + 2 NO:i Aits..I-0.OaA3 .— M L.L a ht►�uNatalioEii� Expiration Datrt April 14, N26 Approval Date. -March 25, !021 Ezpirsdon Date: ApriI 14, 2026 Approval Date: March 25, 2021 Expiration Date: April 14, 2021 Approval Date: March 25, 2011 Expiration Date: Ag riI 14, 2026 Apprors l Date: March 25, 2021 'a O � C CN } Page I E -1 E -2 E-3 Cj c C) �N Y Cn •�Q�c a) c E < in osM w W PGT Industries, Inc. CGI Wmdows and Doors, Inc. PGT Industries. Inc. � C O NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTA.NC.T: EVIDENCE SUBMITTED � > > 0 W 2. Evidence Submitted under previous submittal p E. ALATERLAL CERTIFICATIONS (continne) 3• New Evidence Submitted5. Part Sum Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0-881 BTU -in/ hr_-ftz-°F, ASIM F 1249 WV1R Pass, ASTM D3985 Oxygea-Pass, ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 RevB. titled "Vinyl Sliding Glass Door NOA (LW'. sheets 2190 I.G_ Durability --No Fog -Pass. (SubmNrd underpreilo us ., �'O_ i Xv I S-0409.05) 1. Drawing No. AID-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 1 through 21 of 21, prepared by mam favorer dated 10,105/15 and last revised on through 21 of 21, prepared by nmanufacture r, dated 10 05,115 and last revised on 02 O 2 L ♦ n 04I22/20, signed and sealers by A_ Lynn Miller. PE_ 6. Quay Part Duraseal complying with ASTM C518 Thennal Conductivity 2.22 BTU -in/ signed and sealed by A_ Lynn Miller, RE_ ht_ fF-7, ASTM F 1249 WVIR Pass. ASTM D 1434 Argon Permeance`Pass, ASTM E Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 2189 I_G_ Durability -No Fog, ASTM E 546 Dew Point Devekq mmt -20°F in 48 hrs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Submitted under W---4No.15-0409.05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7- Vision Extrusions. Ltd. Parts complying with PVC-AAMA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Potys,,myl Chloride (PVC) F-Verialr Profiles for Vision Extrusions, Ltd­VEX- 1 by L None_ 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certiflca um Program. (Submwed under NOA X6.15- C C #i.C"iTLtiTIONS 5) Cyclic Witted Pressure Loadingper FBC, TAS 203-44 0409 05) . 1_ None along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8- Vision Extrusions, Ltd_ Parts complying with PA VCAh1.A 303-13 _ representative units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones. (Submi ted tend er )ArU_# No. I5-0400 05) prepared by Fenestration Testing Laboratory, Inc-, Test Reports No-: 9_ PVC AAMA 303-13. Voluntary Specification foci Rigid Polyvinyl Chloride (PVC) Exterior D. QUALITY ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Windom, (unit 6 in proposal), dated 09103,44 Profiles for Vision Extrusions, Ltd= VEX-1 by AAMA FenesUatio n Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- � � FTL-20-2107.1, PGT SGD780 Ahimini m Sliding Glass Door (twit 7 in proposal) FTL-20- Ce tification 2107.2, PGTCA740 Alum Outswing Cat Window (unit 8 in proposal) FTL-24- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E, KXTERLAL CERTMCA.TIONS M 2107.3, PGTPW7620A. Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -`Tan 3040 & light shade (non -white) W tine Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 19-0305.02 issued toKuraray America, Inc. fohttheir PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113/20, all signed Windows and Dooms , expiring on 02 W21. "TrosifolS Ultraclear, Clear, and Color PVB Glass Interlasers", expimig on 07, 08124_ � O and sealed by idalmis Ortega, P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA- Inc, for 2. Notice of Acceptance No.17-0808,02 issued toK rraray America, Inc. fortheir i-- their series "'White Rigid PVC Exterior Extrusions for Wndows and Doors", a q)itang on "Senhr•Glast, ((-lear and S![Ue) Gass Interlaters", eq irtng on 0 /04#?3- > l_ C. CALCLLL..ATIO14 S FBC 71k 02t28i23. 3_ Notice. of Acceptance No-18-1106.10 issued to Visionn Extrusions Limited for their `Brown O Q Q 1. Anchor verification catctalations and structural analysis complying with 12_ Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Fainted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020}, dated 04122120, prepared by manufacturer- sigma and seated by their "Bronze & light shade cap coated MWO Rigid PVC Exterior Extrusions for and Doors", expiring on 09130124, L� Anthony Lynn lkMer: P_E_ Windows and Doors". expiring on 04116P-S. 4_ Notice ofAcceptance No-18-1106.11 issued to Vision Extrusions Limited for their series � V � 2. Glazing complies with ASTI!iE1300-04, -09, -12 and -16. "YE 1000 Tan 202 and lighter shades ffou- ►1� W) Rigid Cellular PVC Exterior � D. QUALITYASSURANCE F. STATE iERTS Extrusions for Windows and Doors", expiring on 121'2K1. O Miami -Dade Department of Regulatory .aid Economic Resources (RER). 1. Statement letter of cow to FBC 7* Edition ('2020), dated 04/22/20, issued by i manufacturer. signed and sealed by Anthony Lynn Miller, P.E. F. STATENfENTS E. '-�I.ATERI.AL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufactures. dated 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 020L21, issued by \` 1 _ Notice of Acceptance No.19-0305.02 issued to K.urarar America. Inc. for their 04/18, 20- signed and sealed by Anthony Lynn Miller_ P.E_ ram 2 :tturr. signets and sealed by Anthony Lynn Miller; PE. � "TrosifoW- Ultraclear, Clear, and Color PVB Glass Interlayers , expiring on 3. Private Labeling Agreement document between PGT_ dated 0330/15 and sighed by all 2_ Private Labeling Agreement dated Q3/08/21 between PGT Industries, Inc. and CGI 07M 24- involved patties Windows and Doors Inc_. sigtneoi by Dean M Rtnadc P.E., V.P. Engirhe+eting• on behalf of m 2. Notice of Acceptance Na 17-0808.02 issued toiturarac America, Inc. fortbeir "SentrTGlasS, both companies. (Clear and Acute) Glass Int+erlav e1s", expiring on 07iO4)23. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Exuusions Limited for their "Brown 1_ This NOA revises NO.A# 17-042 0.06 (PVT w)CGI) and updates to FBC2020 (71Edition), G. OTHERS Coated (Painted or Laminated)�lke Rigid PVC Exterior Extrusions expo 04/21/21 _ 1- This NOA revises & renews NO:.A# 20-0429.05 (PLA w/CGT), expiring04114026- for Windows and Doors", expiring on 09130,24. 2- RER Test proposals #19-1155 dated 01r 10 20 approved by Ishaq I. Cinanda, PE, expiring 2. The current associated PL.A. CGI file #21-4205.01, expiring 04114126. O CU � 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 041140-1 _ series "VE 1000 Tan 202 and lighter shades (Non like) Rigid Cellular PVC Exterior Extrusions for Wndows and Doors". expiring on 12: ,r21 _ t I-Amq I. Chaada, P.E. Ishaq L CZanda. P.E. Z J Ishaq L Chands, P.E. Product Control Unit Supemisor Product Control Unit Supervisor z Product Control Unit Supervisor NOA No. 21-0206.03 Nt3A :No, 21-0205.03 Q NOA No. 21-0205.03 Expiration Da€t: April 14, 2026 Expiration Dade: April 14, 2026 J EzpirstioaDate. April 14,2026 A proral Date: March 25, 201 Approval Date: March 25, 2 0 Approval Date- 'Marck 251 2021 E -5 E 6 E 4SHEET NO. PA 1.3 /I I L1 E_E7 INc. TILLIT TESTING & ENGINEERING COMPANY WAT TER A. TTLLrr, JR., P.E. 'Ile aa1— YL P.e. c.,oS,u.A N41411 AL C.A L1uc I%.0"7NY PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Street Davie, Fioricia33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Cade change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATiOHI DOCUMENT (P.E,D.): Drawing No. 20-176, titled i120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral partc(ii; JP,is Evaluation Report, VFA,"1`ITtR ' Rrq/lf�N Is _- - `� Na, 44167 '- * ,. *i -- _ � O F Q, ?y, -, CORIDP.•���� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - 1f'tLx,A/PlAllI4H• n,A"1 PRODUCT LI'ALUATTON REPORXBD 20 j 7)• 28.a1 2 22- TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-669 dated 08/09/1998, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000. signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2,& STRUCTURAL ENGINEERING CALCULATIONS: On 20 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4—WJND LOADS REESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, f 1, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. OLI„M11111f ryl(p p" ''•�\CENSi %. yS _-;, * i#- STATE 4F ,'� r g,O,c'•.F(ORI fit+ 'gr��,1.8/16 ALI�1' �He+nOEUM, ER D )�i UATEON REPORT NO, 20,6121111.01 3 S MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No•20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7-. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E. 7.2. Product may 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc, (Florida CA-0006719). .�0,InAnTl /N"'�A. ��.��`y�E?..... �C/p �,,d , y1 .-''�GEN,q " �P r }moo. 44167 7Ae-7,A-01- STATE OF rA:I ! eOr••OR•'`,rhe.0..N� ,k"AnN` AIHf,ilu,Mar a WATiLL DA TILTECO ADMON RECORDS 1 P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANED DRWG * 20.176 l REPORT 4 20-0728.01 1 L. ECO INC. TILLIT TESTING & ENGINEERING COMPANY .A - - A. TI L tit w LTBR L JT, ram, riv PRODUCTS t-Ik-'601.00l' !'A U�ATION REPORT ,T 7., L;ro N« �1d7 1LC.A. LMi.nW JI­YI16?l4 REPORT Ill 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtecUon Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verffied for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.j Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte 61; f A is Evaluation Report. ."�`SEri ^�.Lt/�'",. -- -VI. .- F -IP, 41 s7 �I_ / i ,0'. STATE OF ,-* ",,O,.�-,, �..FtORO, .-Aare 63.55 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-IW' ` 6tt- 9"1-1531 PRODUCT YVAr CATION RE1!MT NO 211-0727 02 2 = TEST REPORTS: Large missile impact load tests were performed under SSTD 12-9g standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcan Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. GCM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, 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 Tilteco, Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Cade, as per SSTD 12-09 Standard and TAS 201. 4.1MND 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. ,�d�a��P'A!'T1� N 1/7 -00'. STATE OF •:Q. y'MN,sA8/0NIAL, k%k ffiOni)('.T EVAi U11,11014 RE, NO. 20-0717-111 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, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. S. MATERIAL CHARACTERISTICS 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. ND CONDITIONS 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco, Inc. and signed and sealed by Walter A. Tillit, 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Tiftecw, Inc. (Florida CA-0006719). WATILL D:1 TILTECO ADMON RECORDS, P, E. REPORT.2C GALVANIZED STEEL STORM PANEL , DRWG M 20-175 4 t^^,,6 ^W W . - � _ C10 O � U =3 O 0- C O N c Q, ca-0� O I- .& }i a) f� i C N = -0 U O 0 to = O 5-O (1) = C 0 _ M LL- •,0 > U) .Cn � I- Q) L C CMLS � Q -0 ._ U) Q 4 Z Z W J COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS ��.��AN��pp���� ����,V,•��� (SCALE 1/2-1") 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, ArMEPAy1 OYES: B.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND q+ THE I W 10, 2W 10, 3W 10. 4W 10. 8/5 ANW111 eDtt 20 oMaE alw® 6t9I1 f110Ii1 fAi1FlS) EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. / / / / 1, STORfi PMEL SHOWN MOM PRODUCT EVAWTgN DOCUMENT (P.EO) HAS BEEN VERIFIED FOR COMPLIANCE W ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND W B.2),. .- _.. _ ._ . _ .._ _ -- _ _ _ . _ . - -- - 15.190• (TOTAL WOTH) -- - - --- . - -. _ _ - _ . _.. _.. _. _ 15.1 W (TOTAL WOTH}- . -. ------ - -. 8W/10, aW/11 7W/11 ACCORDANCE WITH THE 2WO (7M EDITION) OF THE FLORIDA BUILDING CODE (C7 T9_9=11#E_rwD RMIN. SPECIFIC GAAVTY G - AIL —ITS;: -. ----- ... - --12.SW (EFFECTW WOTH)- .. 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W SULDEX. INC. .6.2,yO'_._.._- OE°.ACtt ND LOADS S RE BE DETERMINED THE JURISDICTION I PER SECT" 16200E SHUTTERSTHE ABOVE ILL BE IN Cam, _ _- _.-.-..8 1 4' ------ _.-..__ ._.__—_ ..__ _1, WIN MAX__- _-___._ FOR'FOR WOW SEX SECTIONS ON SHEETS 10 h811A _-_. _- _--"-I' MIN r MAX_ FOR A WIND SPEED AS FACTOR 0. l.0 USING AS C 7 6 AN THESE MDTEXCEED WILL MAXIMUM SANDOL /f4-10 G SCREWSATE PER N.O.S. O AND PANELMA7E PLUS ANCHORS. A5 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS _ 1.�3.A,nN, , 1.390'-. .- 1.,50 .'\•SW' , N AGO' FOR A DIRECTIONALITY PATINGTpt ICATED ONSHEETS ASCE 7-16 AND SWU,L NOT EJCCEEO THE MAXIYLIM (AS.D.) - 1/16 LAG SCREW$ PER NHi /.. -f-• ^ 1 jy \ r .•--lmO -- :' a038• WN. IN" ,.3w ,X " O O O O DESIGN PRESSURE MTINGS IHOICATED ON SHEETS 7 TMaN N2. 14, 55, T8, T9 a 20, - 7/,6'i x 5/e' VJWO B(15FIRNG. A$ DISTRIBUTED BY ALL PWI1 SCREW. BOLT A SPECW.TY CO. -. W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIN LOADS DETERMINED PER ASCE 7-16 C.1) M4MAUM THREADED PO4PRATMN INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PANEIMOTE PLUS 1• ) ' ,j�$D' i 'I A - r f' p• D.tYt.,t�, O, (D-. i -__l_-T__T_ _f__T___T__T___T_.T__.., _ , '___ /. _..r__,_--1--�.._i__T _T__T___T __i__ _.. _- _ SHALL BE FIRST REDUCED M A.& , DESIGN WIND LOADS BY MULTIPLYING THEM BY G,6 N ORDER TO � �' I • 0.03e' MN. THICK HEMMED .� / 64NDE SO HEMMED x /� /� ' COMPARE THESE W/ MAX. (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 7HRU I2, I.. 15, 16. 19 4 20. 'INN PANELMALE FEMALE 10. // / r `-4 2657' DALVAIZm STEEL EDGE / ! e' I 2.657 0-60 GALV. EDGE / ®yl S i• (Q){�' ® T I �- C.2) MINIMUM iHRFADED PEIff'rRAONRN OF LAG SCREW. INTO THE WOW FRAME UNIT SHALL & 1 t/2' W THREADED 2.OW z I I TYP --- ASTY A-s53 2. �' - _ \/ �" .. - _ _ . _ _ _ _ _ _ _ _ - ' �'E T / �=! �:/ I I I T IN ORDER TO VERIFY THAT ANCHORS ON T195 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SSs INCREASE W ALLOWABLE PENEIRA.TION INTO STUCCO SHILL BE CONSIOCRED AS PART OF THE REOURED THREADED PENLTMFON. IIII '1 tWADE Sa NM6/UM 0[TAR. A_�e I ORAB. L? I I 1 I I I 1 O STRESS FOR WIND LOAD$ W,15 BQL USED N THEIR ANAYSS. FASTENERS SPACING TO WOW HAS BEEN OEit'RMINEO W _ (- �.B' G-60 GAIN. ALA ,.._ I 1._ - _.1 __l. '. I �I L� �.. I. 1 __ 1 _� ._ .- -i. _I E ACCORDANCE WITH N.O.S. 2018. C,3) MINWRM EDGE DISTANCE OF LAG SCREWS. INTO 91000 SHALL BE M RNOKAnD N TINT" DMWINC ___..7 _ _ . _ _ _ _ _ _ _ _ _ - _ __ - -_ - - _- _ _. __�. -- i'.. _. _ -__ . _}�',- _- __ __ ;',:.�.. I _ _ _. STORM PANEL'S ADEQUACY FW IMPACT A" WAND RESISTANCE HAS BUN VERIFIED N ACCORDANCE WITH SECTION 1626 OF l j I O FEE ABOVE YEN710N@ CODE AS PM HURRICANE #212 . t PROTOCOLS TESTING, INC. REPORTS 46-Se9. 86-5J0 h 96-T30 AND C.A) MINIMUM STUCCPENETO EXIIONST, OF WOOD MINIMBUSHIUM SHAFOR BE S/B'. i/4' i-14 SCREWS USED 91KL BE , t/2' LONG A9IRYUM 1.3`- ©M� C` __ .1 7'-_- , 1.. �J r T �! I 1 ?._.I_.._� ._ � f -... i..__ I 1 ASFENESTRATION ft AS TESTING LAB INC., REP RTTSOUT r FLORIDAREPORT . AS PR 1-09, PER TAS TAS-202 AND TAS-203. STORM 1 PANS 8h-.,.i ... END STORM PANEL ]`_ _. } t -� _ I � - SHOULD S1UCC0 EXIST, AND 1' MINIMUM FOR WALLS WITH NO SR1CW. e.250 j 4 i I AS WE1L A$ Al1ERICAN TEST LAB CIF SOUTH LORA RFPORI /027901 -09, AS PER TA$ ZOt, fA5 202 AND 1 1' -dam 0 TAS 203 STANDARDS. C5) W CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING A _ I I �y }, WILL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. , 1 - r F� •••� 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2, 1 II , 1 � (0 3 ALL UM ET METAL USED At OSURES SHALL HAVE I4 ALLOY. +. ALL $ATEELINSHEETEMETAL PAWLS SHALLHAVESTRUCTURAL DI)N.lT,'+HSTEII. ASTM A-653 GRADE 50 MINIMUM. G-60 ) 1.25- 2.1e7'--- I I i ' C'V _ A,PKI40RlIGE SMALL AS MENTIONED IN C.1) C2) a C4 ,. 0 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Or THE RECOMMENDATIONS AND SPECIFICATIONS OF THE .ANCHOR'S MANUFACTURER. E 12S' / i25• I 1 i _ _ _ _ i U l V PANELS f7N LIP NE q� - - i[�'I-2f1. , 4'✓•-1a. _ � / / e. PAWLS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS { .. --_ ...- I.250" .too" - - •7W''- .w+ gFAtS ]W gR1F3 UNBOLTED PANELS I `:I I BOLTED PM1E1.5 W t N-20.1- lM GALVANIZED STEEL DESIGNATION W/FY- 56.5 bi (AFTER ROl1EO). N/ liL9MIN7/ mO'C - - I I 1.t25' 1 ' 9R,o 5.9. 9TW ":750• ti I I S.S.M.S. 8tx.1 W 7 13 i+ �- JJ �/ THROUGH 6) EXCEPT THAT HEADERS ®A ® SHALL NOT BE USED. ... C RIVETTD ' � (SEE SECTOR$ A5 , 1 � i I.. / /B' /32 /\ 6-eo9s• 1I I TO ANCNL e W ANDLE • - + i I WINGNUTS O EA DWERIM 3. ALL SCREWS TO St LESS STEEL 341 OR 316 A15i SERFS W CORROSION RESISTANT COATED CARBON STEEL AS PER �-� ,MIX 30.OB' ) 12 1/7' 0.G ,2 ,/?• O.G. APPLICABLE) ! i (SEE sEcnoNs As MPUCABLE) �� l� 9.. R SHWA BE THE RESPONSIBWTY OF THE CONTRACTOR 7o VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTOt IS TO BE].375'1.SW' 1,SW' 1DIN 50018 W/ 50 #Ai YIELD STRENGTH AND 90 kM TENSILE STRENGTH I SHALL COMPLY W/ RORID, BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHURER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRA.E ////� .003, —�i 1 I i SECTION 24M3.3.4. fRIADd1G5. / 3- 2.0f10• [ _ L. _ _ - 1 .__�_. _l_ ,.L L i_ _1_l Li_ i-�.._ - 1 ...L.1 O L6. BOLTS f0 BE ASTM A-b7 GALYARZED STEEL. OR NSI 304 SERXS STAR1l E55 STEEL. WRH 36 kxi MINNWI YIE,D _ .9:m' .939- DEtML SEE _ _ - _ . _ _ __STRENCTM. ,0. EAGH REGUVR STORY PANEL WI1H IENCTHS OVER 8'-e iIROUKaI 12'-{'. A$ PER SECTIONS 6, 8. 9 c 10 A1O AL7ENMTNES 8W, OB3•RE a1!v 37i 1 ( 115' !. -. � 1 f1j5'1 L.151' 'i___-_... 1 __i i - __� --0 L( � t�RLL R / i fi r Jr� ♦� TO . , OR ON SHEETS 3. 5 &ER OR- 0.250• 2.i25' (,) -,C\ - _ { L I 1 I I I .�,,,t V7(A)(A)EQ-Dg$^"IW PoU CONCRETE FOLLOWS IT. I E .. 1 ,i. I1, THE INST' ALLATION CONTRACTS MSTOTAO $SEAL/CAMLK ALL SNUM COMPONENT EDG12 RESMITIVELY: SHALL HAVE A LEGIBLE AND ES LWHKN REMAIN N CONNTINIOUS CONY VISIBLE MARKING INSTRUCTING NTACTT WITH 1 375 I -5• My.-.---_. 1.SW' 1.SW-I , iIf'iIi--_�..E�3 r- 041/. i TAPCON ANCHORS AS MANUFACTURED Bl' . W JULDEX. NC. (Mu1 c 3 92 Ps 7 TIE euILDING TD PREVEN / TRusloN ISOMETRIC YIEW DETAIL A _ I C I/1-.. 7/8' CALF -IN MCNORS, AS MANUFACTURED !TI' DEWAT INC (MIN. 1'<-LOW D...IJ 12, STORM PANFUL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N iNt5 0M'RNG PLUS ANY BUILDING AND ZONING REWUTION$ ROINDEO CORNER i! ENDS OF PANELSR. D.M..®.�- _ __ ___ __ _ - __, a -. -�__ ___ __ __I __. _�.__ �__ ! 1-- _. .- _ ___ - 1/4'I . 3/4 SOUC-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT Q SPECIALTY CO. -- � --- O T O a O I '6-II 13. P(aRa) THIDED fUEVALUTIn�MON �MIT � � TIMER I GE p�ECOAND DOES NOT PROVIDE NFOPoAAON TO END UP W� .T.SHE'}MED EDGE. O "h' HEADER O U« HEADER O4 e[ j,E 4�A ANGtE MVITdi STt1D 48j ANGLE WITH 4 + 6 4 + —... - N C (Mm.. r o 30W P e. ) DOCUME BY THIS j,4 10 PMEUM.TE FERIAE O k FMELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRIXNK'f5. r (MIN. H 33W P,.. T• NHN 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, �­E/5 I. � 1/4 i CF TAP -DRIP ANC,iDRS, AS MANUFACTURED BY TRU-FAST CORPORATOR (f'c-36W P.x.l) (_.-_ SCORES REVERSE STUD O O O �Or 3' MAX 3- MAX i SEE poi. IW/10, 211I 3W/10, 4W/1o, V) (!) CONTRACTOR TO BE RESPONSIBLE FOR THE ES NOT LATE PURCHASE AND tCSNDITIO S DETAILED UT SAFETY BE THIS PRODUCT A.iJ NINIMUM EABEOMEN, Or TAPCON ANCHORS INTO PIX11R£'D CONCRETE SHALL � , 3/4': Y FOR PNNELNMTE FEMALE BASED ON THIS PFD. FRONDED HE/SHE WL5 NOT DILATE FROM THE CONDITIONS DETARED ON THIS DOCUMENT f__J 1/U a 2/ta 9.314• "�4 ,37E RJW 1O, aW 11 & 7W 11 � t� IGAN PANEiNLTE PLUS AND 1 I/4- FOR OF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSR,UTY. I _ 4.38D• _ RXa" Iee•� 096' .0�• i •� / / / A.2) CALK -IN e• SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- ALTO THE POURED CONCRETE. NO EMBEOMENi INTO (c) 1145 PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED [NY" IF MOORED. _. iiMS'� - I ^` )'-_ ) , _- 1 - __ _ I -! ,/4N-2a 30. SERF _._-.-._-_ _. __. _. _-ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS - 8 9-.._. -. -... N 1.407'1,063' 375T f I 3 1 I - - 7 i "S3. SILO RIVETED TO FOR WOW SEE SECTIONS ON SHEETS 10 A 11 - - W STUCCO SHALL BE PERMITTED 1/4• .-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. .., N- , 1710 .e56' ."a' AN®.E a 12 I/2. Olt N �t�'`` V Fy ND ,' MINIMUM FOR WALLS WITH No STUCCO. AND MAY RE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - - 300 1.e71' - - -_! "'L t N 1) BUT WITH WING NUTS. ENGINEER OF RECORD (CDR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE L__ ( - - 7.N3' RO82• 1.671' ♦ 1�' < M PROPER USE OF THE P.E.D. ENGINEER W RECORD. ACTING AS A DELEGATED ENGINEER TO THE I }/,6'. 11OL i01t I - .093' A3) W CAA THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND (N 111E v.E-O ENGINEER, SHALL $LX)MR TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. • tA'S• REGULAR STORM PANELS n do R ELEVATION w T 4 'a^i10 LOCATION R .957 �.)_ • �-R t25' �. 1-- ___._ i I _..... 7 �o• EXISTING WALL OR FLOOR ANCHOR$ SHALL BE LONG ENOUGH TO REACH THE wAG+ STRUCTURE BEHIND SUCH E1kT+' PARR OhRIAP9 N . NW,..085• 084• N.T.S. r1 PANELS ANCHORAGE O F OMSHALBE AS SKAU. B W AI) NND H A2). (,) THIS P.E.D. SHALL BEM THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL --_ 2.000'-' - } ,+ENGINEER OF RECORD THAT PREPARED IT. 7.�- O KEY HOLE WASHER - {TYP.) (B) TD NSRECONCRETE WK WALL ASD'M f,_--BQ: ,4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY Vt5181E LOCATION A7 STORM � ��pp PANEL SHUTTER IN ACCORDANCE WITH SECTION 17W.9.3 OF FLORIDA BUILDING CODE. ONE LABEL &:�- � O' tt y 9El-9,1" • ® _ i 1/{• Moe. DAP O Q - i/4. 6 TAPCOR ANCHORS AS WJIUFACTURED By 1. T. IN SU+LM. INC oas' µ, 6 /F" TRACK ANGLE FN TRACK FLAT PLATED 2-67' / TINS OraWlnc SHALL ONLY BE USED Tb ,rR. ,s' LONG y" F��A L(/r�9 8+2II + DS06M -T wrlaE W41EY1 C V . �' 1/4• . , 7/8 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC- (MIN, 1' -15W P.•I.) SRWA BE PLACED FOR EFTM OPENING. LIBELING TO COMPLY WON SECT" 1709.9.2 OF YHE Dow- (Min.) W4' Fy,�� yffuSTUD (EWE = - 1/s•e X 3 4 SODU-SET ANCHORS. AS OMRDLITED BY ALL POINT SCREW: BOLT $ SPECALTY CO. FLORIDA aLMLOPIG CODE GALVANIZED STEEL 3.4'! "W(YINI'GaLBW D., i.) itT{-10 PANEINATE FEMALE O AND PMELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONISTRUCTOR �.. '•••••••••••PRWUCIS (INN rc.2071 P.,J) "W100 OBTAIN PERMITS N THE STATE OF flONDA - t(�',/4' 6 N:F TM -GRIP ANCNIORS, AS M.NVFACTUREO BY iRIJ-FAST CORPORATION "Eft A. r1i 1 - / \f.OW- �p• vCENSF.375'9e'e .e75Y lS.�} 1/4• , M OL�'C/�" �'r• FLORIDA 9UILATNO CODE NI h Vslx Hurricane 2onA E-- 375' '"r' ' a No. 44167 'E '"A"' D"'' ' Ap:....r9.1) MMINUM EMeE.DYCM OF 7APCCN ANCHORS. ELCO PMfLM4TE5 AND CIF TAP -GRIP IAMNOR. INTO THE �C -_• _ •:* Q�• ✓ BLOCK UNIT SHALL BE 1 1/4-. LY •'• •• sy .39Yo N .TIMa RC ri. --- -- I I - * : * fLORIDA BUILDING CODE NI h Vslacl Nurrican- Zone --� 1�: ' I:N ''•.'!� FIDRiDA BUILDING CODE h Veloc Hurricons Zone20 GAGE CALYANIZED STEEL STORM PANEL >ro. IDTTOM :B.2) CAX-IN A SOLD -SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE CONCRETE BLOCK uNr. NO NO, 4 167 = WAN6n JJ .063 - � g�� NICKEL - DTCE � DARL �% STATE 0 '44 omm MAXIM Ac. 2D GAGE GALVANIZED STEEL SFWBI PANEL Fs. _ mma "JIM W. 20 GAGE GALVANIZED STEEL STORM PANEL rr. e)/9yw99 ( . 2$0' .125- '_.,167s• •`^"-O WING NOT #•�i:•. Al, : ' — w: = N. 44167 •: x DOWN IN, INTO fXL57. AND O. 41N MWBEl FOR WALLS 9MTN NO SNCSCREWS USED SHALL BE 1 1/2' LONG MINIMUM 11'.. -o : �•, ,,,�`''�`> IaE .-z.OW' ' a =<zOF At a .. �' mlE9nD90 * ` &- m GLOBAL PROTECTION PRODUCTS, LLC. KEY HOLE r ON y ��""� --- gy., sia OF - // IL ECO INe. ,m6:W s1 9KLfr WE i S' % — -tom GLOBAL PROTECTION PRODUCTS, LUG. am- _ �r _ _ . — L PROTECTOON PRODUCTS, LLC. •s p�� �QR Ot ': �31 h slur c camANY ONQ M =I. AT PANEL Oiy �IMc. (ITS. -As*: ATE /w/X9w ... We e. r MA, Wu- WNWOI. n M1« I -OW (rs.)w-7w. TAX: (W)aw-en, 20-176 W w / qa sW. 91 STOW /4•' I�IMe. WIND Sw. 61 Snw ,,...t"wm-,xN I9q.H-w, ORAnc „� ® "X7 X1 /4 NTFRNArcuY, test WING NM w/our / /-1/✓J„�'Lr� ZO-176 e OAK, R 1191E •• k,• • - r . CA-ww?n N,rWr� O OR11] c W,RMNr OME. n. u3+a " s/ • •. xe, NI. R r ,NA K 6Yt YVWW0. a «N R ON [ ( )M r-W FAX (aWmae-a797 �''•, WAN e r # WR4-. woe A M « PNNt Les 2G-178 pry„LOAD E 1R T �a^rz M ER A T6 1 M; PE Mu , ar » AiUYINUY ANGLE 7/1 , NCR ow(,s A aml7w •K • — KM — r wW i� �iyFSS . N ..• �� Jew NHa rAc lwp9-em auww w / / — Pet m-PIN . r- , We ,"-,O, F Ki:.. OOW m-M« h : D«) m-RIM STEEL oR MCXR PLATO s7m). L aA/WOM�N.W/Mi,F WINTER APLOINA, TUB A,� PAL 9NQr 9 or a N, �rz"ikul A.w�n� l 7E YA "-,M - 9Nan 3 a ]I iNSTALLAT)QN DETAILS FOR REGULAR PANELS a dt CIA DD CLOSILKS DETAILS FDR INSTALLATION IN POI O 0112 iE_ INSTALLATION DETAILS FOR REGULAR PANELSC1i & dA EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONAE Ei= OR WOOD INSTALLATION DETAILS FOR REGULAR PANELSni do CIA INTO EXISTING POURED CONCRETE CONCRETE BLOCK STRUCTURES an«94EtE A CND6 -A= P=Wcr �W-ORP CONCRETE ANGHD99 /•A 9°9/•'91 YALiD FOR RE( OAR. UFE SAfEt1l AND E Z HANG SiOF>fd PANEL SYSiflE1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXIS �� �Ry,1y� I-, OtbtING PIXRED (SITE 6CHMM ON RE SCREWS ON SHEET - e 9) SHE SCHEDULE THRO G+ � Rt0"MR i-Y D.e 'r- I ppDRE� Pip 6NOipRgFOR WOOD SEE SECTIONS ON __ cOncWETIT gtrIDRS 9NEEIS Ox 0) ---E.D- DOMCPoETE AN;Ai0R5I CONCRETE MCHOWS9CE1S`s THROIOH q ,,:. 1 ---- ----- _ i sNEfl9 a THROICH 9� t�, ii � -1'.«- .. i �� �_ ®� -- OTtBEWCOWONCIff,CD'E RBETI.EWIr CaNC6ETE'�EBLOCK - REMOVED W 3IRED Mo.. --- (MN 4h':lM2.fi RM0.E VALE) �SBEET 9 . _ . 3• Cn -0_+laic sNGE1Ae oN _ isEE WMAUiE aH4 WNCREta REOUaIED: 4 ,,/A�. _ s °0�'"' , - . �E 9a+mAE ON ANaHORs COCONCRETE ANCHORSNtlaTE AHOH96s _Ieta 9. RE W4 WVB (i 1N- -----. 9)- P REOU9ffD 1 1 MQ6 a T1ROtlO, 9O '.rN 7 •• Mi"f19319N6 PORB.9_. .IB2A:__.___1 �� I WET 9) � ICE ON -_ SHEET QStRmUIF ON Q.N. NB mm ~". 1- Wr`__I I/1' 'I Nn.-- 1/2'', ,•Min'_. -MN ,N (i}I,LjA}-' -i\� 1GR "/r , t j4Is . ��'. `. \`1�,:2 \ Yic«t, , .•. . la 9no_ : - ssl 1E ID c+«. r K`I _.------ -- -- -' - � /� -'t__'_ i/4.i ., +v `` 1 O +, ..,ou/•• WNRI.[["- J_`\ , J_. IN - , ` I CD W i {__ `.., _-__--I IEOtXRED. E.I'llD. )� 1:-� �;'?., i ,. i O ® -1 �:; -.T j i -I +a, __ 11AM1 I I f-9ps. -.._.__ I ,C 1 (,. ''� y 1 i i I `1-7 ,ea 1f3o9O,M POR[O EA. 1 1 8 I I $ (D -U ,r'eaNKUE -, 1 1 E.D.I ` g Eo- ` �; 1 I 1 i r : -+ IrRN,ro r - L - - i SOX v wounlEa i 2 «^ I , O ITJGsnHG POURED 1 1 { iii\lar—k.d9 —i I , �' I I I 1 M 1 i L41t EDSYR 7E IEW1RE0.� 'I �. Naa I '� 1 COICRETEP OOR�_. i 1 - .i x,r. ��� ._J E ETD. 1 :I t �• e A:�1 I 1 i �_. 1 - fi C <i '.0i -- I 1 CONCRETE BLOCK I 1 t •- r - _ (D .�.� ..`3 - - _ a ,FsI 1 I erE foW9Ner I $ ;•: \ N VMY alto e 1 a m 9TL0 • $ 1 8REOUND. 1 O $ = - J ,9 7 I s• Ii �T - TI j,[, sse®,Ai $ Mae �Nia�1 1 ,9 ,/Y of 1..'I ,9 ,/r OL 1 I i r.��.� /�Cprld�IOC. 1 - . Pc0_ S . ••..taY . • 1,?'i'-\: .[�i I AFL IT i (/Ia'�'-1 HarRm,1 1to eAw 1 yy >s u,aaIAA (Na' t ' ' L.. -- - ' _ ---'-- ,6-1' Y+fxxMu R.A w' Nlu " I , 1 )� I 1 I I NMO rM . " .- I T ._ter,_ Y 'V 8 A ] Oa Q+ � -rze,.,P I"°"meN�""u9i I I �,a Hrr�AM-Fla : mN 1 I - ' ' - i �${ ,y i "" - -... + I - 9OARRlw i , -� to i I m I w ao.waN n i *! qqA. �. ; U . .-+, i .;_I . y $ Out _ i *0� 4-'11 , I W 9HAe 1 y 1 I"—,— 'A-�., MA t/r 1 1 y( y- 1 ',;. , ,Yi , ti'. _ - - --t }H EtOac.�i , I 01 I I L{ 1 " I �' �aA6"9---'I t IR 9 ,R';' SCALE 3/16-I' t { 1 -.�,- + R CASE B (pLAN] 1-pQ rwME aD ! nwM M H t2mAx(s:9ar 1 , t.q W 1 a4» - ,.. ,�. + ,? - - `-- - O«n,�,-( O V i I NH. i - :., f. ". I . _- -_ _ i 6 Y _ • - � r w I 1 1 _ iiihhh �c .- 1 a LIR, .0 1 Yeti N 1 N + I i I _ } iaaN I aa1 ,L I - mmu 1 .«w . ,r N9' Ti .te rear. Nw. I �', i �, $ i 9 - N, ...(�} G 4,111 We ,N.2 , u.• 1,/.-.-~- J ii/HY-ml, I I 11/N•.-20. i j I ''. I BE •L. �9 ' ' �:J i i '1 1 t i I 6a 9a+®,A[ ' � ]I ,—rat .� 9�'EIIVN6RION I � � 8. [MmP I ,r ac ISl. BOLt3 W S.i9 y 1 � `_- .� 1 � I i I ' 1 I I I �/ 1 I I IN, AHT 9 I ' 7 , 1 m 01t= I T'-0 I ,7A41 . 3199' _ 6, 17(W x 3/,Y I.- __ _-- _- -, I9iN9 MR a 6trM r - -. I t . I I its ..., i °J 1 1 ( 0Na 1 I 1 FD, «H f6NYYRGN -(t yI I 1 -� , IO,WI,q I i IO,gpAP, � , i I I (/) „ y''i ,: I I 1 H .•S:`_.. I Wi0 i1M i 3 �- ::.� 1 I ro aAw 1i , i r. r. ry �wwW us ,alwnal 1 p I i 1 I '.. _ I I W i i -1 ORR,'SRae : I + A a N1P.e . «a ."/ ar{ I - - -- -,v,-. L _ -- ., _- + L-..." - _-�•_... __ I I I 1 _- - I -fy,,� .s p AS//mom\\ . _ _ I ! /T IM • I ,_ , ,■■ 7 = - E�p�F �W. i I ' 7i,m _ ' '+a :u.'°F"t`�..x Nei, 1 ' ---- - -- - - --- - - - - L ,. I a 1 '/,ll,�y I [,rW+• srlo •' - :` I f ra' 19" ' ' • V I U I 1 I I 1 EXISTING POURECONCROT OR D. E.D. * 7H I( i i ,x 'R' as :, EXISTING POURED ED. i /r ac - IEXISTING POURED CONCRETE W - I _-_ _. .i „l s'"r: I " I A-� L21 �• 1 I I - - CONCRETE BLOCK i -wee ,3 i ' - ___ -_. .. -.T CONCRETE BLOCK �� __. W FE ED. `. 1 tE 1 Oc H , � I ••' -11'i. { f 1 ,N.� iv N7' +aAm m+Pcs. I !!yy t 5OX 1 L a s Maniple 3--m..-. L r `;� �« y EA 1-J REQUIRED, I ,],h 0.0 r REOAfED. ,/2 REOURM , 2 EXISTING PORED_ _ 1 ry ,aaiN.� 5(41 V M-1 U r E D W.OF %. aq9 -1 V 3. Max. ".- O.N..4. ® 6B Wa 1 • MN.'. {T_y I \ .':'E':• .. •' I E`\. I 1 t�. i • i' MM.� LCONCRETE 'O//LAETE R Cx '/ I EID y�{^-�!U- r'As� f: to AIMj j�,DLAX p�T9G� I /'� fYAX !' Mn.. _ _-.. ANGIDRS: FOR CONCIE7E SEE SCNEOUEE pl SHEET 9. _-- - -. .939 - ' , E)DStR4G POURED, u :'-," M^. 9pUn IEOMED. 1 ExISTINO POURED `-` 1 SCALE 1/thl- LASE D ((+LAN] -v` 'ii(1) .( 'i. j L.V FOR WOODCONC SEE SECTIONS ON SHEET E 1- . _. -. - --_-. CONCRETE �i3/4' ii xIHW •-_- - --I/�N- xr iW sL-9p 9S. `" 1 CONCRETE G0 --- -. - _ i SCALE 3/16.1- 7 /i REOUREO. � -xd CONCRETE AAXGgR9 - . 9W. ND'GIION) 7i 4 �4' I `' 4 ' 7/9 'M" 1 CONCRETE else( is '-YaU'n .• OAS gK�+.oWx E.. _ cur E1 E.. / COMCNRE ,,,RTgPS �E.D:- CDNOET[ANCHOR ., 9'A'iF9 Nos. COIIGITTE AND,069 ,._� 69j r, 4• / 1 REWRED. ' 1/2• _I_ I7 9Y ._. TbW«.Naaa a, ",p, IVFM _ 9TAOQAEDw/ 9RA-- -- a 7 a.L CON SETE MO ON ' (SEE SCHEDULE ON ..... 1' fie. f SCALE 3 32 t -® O \ at 1„9 • a.C. •� I t .1 MHi /9 a .aWw aWIWRW Woe - a.N.WW: a` ;NLe MQ.ywM" r a 1 f t/Y naTt / (SCE SCHEDULE ON SHEETS 6 THROUGH 9) \ 91iEiS - iHROVGH 9} M�IS75 6 THROUGH q Gu-a OR PNNEWATE : j ( - /� H 13/4•- ,rN 6 Y _ 9v Iom Wr Na/R , '"' N ar61w IRW hl SHEEr9 a THRO CH 9) ePLE1.�41a j/ CONCRETE ANCNOl9 1 ` i •-I' +-`- : ;: , . , ' �: " ANW NNIw9 N aw„RRA • 7 L---.-. _ _ 1_ _ 1 1/4' W%. GM O tsrE SCHEDULE ON \J --- (3EE SCHMULE9 ON eNNER9 - rlueanN 9) y lak - -. `, )-__ i _ I T SOD' 1 I 2.6T M 0- SN119 - ! 10 ,. ,RI � /� 1 M.. ' ' - ___�__ f (MILL OJEAA .1 CORE VALtM) SruF 3je.1' SCALE 3/--t' SCALE ,JI-1' SCALE 3/e-t' SCALE 3A-1- SCN.E 3/M i' Get 0 Wei„) ao. - x -T //�4 R,x. �4'6-2OI=/1' S"5. BOAT V l tJ ®PHe*aa L �' WJ 7/e'21/Ji' WING NUT ._...__. __ ._- _-_._�-.-- _._,..'1� � __. ® e 12 1/Y O.C. CONCRETE AN(}Ig16 - - - _ _ _- -- - __ _. —,w. NAei OK1NM 9E1OMs.-.. -._ ��tt SOMME i __...._ --.T. -_. -. NNH br4, N,I ,XD FKaN _ MCHOR9 STAGGERED ((( FCONCRETE TE ANCDULE 0M _. (HORS �T 9 D" t/4' MAX. ' lY 1 I -_eEVnaGE DF EXSn"G * NEW 1' WOE . VARIES x 1/8'- E.D. - EDGE DISTANCE - 1 M a ._. _ W/ STIR (RE SCHEDULE ON ISIT 9) I >a E.O. -EDGE DISTANCE - OPENeMG -' SEE SCHEDULE ON --(D ® F LAN] SHEET 1) I pgRm Gp1KRLTE OR SECTION A -A lkbCn i seE 9nEDIAE I t g {SEE SCHEDULE ON _..__ '- - ? N ASE 'e _ NXRtiuTt � :.._- 10 WMOCRf!E OAR ...-DONdI[1E IUDCR SCALE 3/32•-T- €€ T,KX ALLOW. TUBE W i• x ( 9fL9tIS" ►r �1&RE1E � • - -tta„ ro - ,eN i 7 SHEETS e h B) _ -_� 0/ P i. WOW PUTE SPACER / .1 . _ SHEAND I ETS 8 8 B) SCARE 3/16-1• p; REQUIRED /�+� I `J3 b *NEW 1 wroE . VAR" . 1/6' / i t NOTE FOR I�MIL6t1ATFDN q�BE Rm `v 1 1 pA Ju. TUBE OR I • . VMEs A.In , . T - 7 e NOTE FOR �IINNATbNi OF CTim: t' i . BENND�YRACk TE $PACER ," i TOP t BOTTOM MGUNTINGS CAN DE 1 COMBINED IN ANY WAY TO SUIT ANY CASE E IPLAN] ScrtE A. M t 1R� • ¢ IIIu11NNl INUAWAIM TOP h BOTTOM MOUNTINGS CAN BE " • .. ( - 1 INSTALLATION. SCALE 3/,6-1— r. Lll 1 I %eft A. i,. -'A INSTALLATION. ANY WAY TO SUIT ANY SHE1T5 a TI6lALIa11ON 9) ' I -TACK Danz. � SCJLLE 3/5 xALE 3/B-1' 14,----••CIF•.,. ✓ {+ i 0+ E c E (C/lyy l� �(/r,/"�9y 'x }'} a. '�\ -$ • V NScC•'•.9 FLORIDA BUILDING CODE 10 h Veloc Hu cone Zone _aaMemMmvel,—__- ��9q(-� � . 10.011A stow m. � ••••••••V.•..• `/ � FLORIDA BUILDING CODE Hi Veloc Hurricon6 Zon6 „� ' �IvEN •••'•.-T FLORIDA BUILDING CODE W h Veloe NuMcane Zone Q C(N(XIETED'Ap -•'3/4 _ -- _ S N>1ox nsEco. INc rP. tsc«mM 1 1 j2• Eaa, CONCRETE 1ttoEN GRAN a a,MRER THAN _ m�GD nrEm. 6R:. 20 CAGE GALVANtZED STEEL STORM PAIXL FP. o2ma 1xTao. ac. r.. WOUNED. E.D 3 *;' • * 20 GAGE CAI.VANIM STEEL STORM PANEL yam, er. 3• Max. RECURRED. rhe" NOR. 44167 DRAWN m: _ _ NnTF FOR tYL®NarBN OF cF'CilONS: $ f'lo 44t67 20 GAGE GALVANIZED STEEL STORM PANEL �, en `'e t( rzsaEwLL w ? * x�t SECTION X-X } * :• * .. GLOBAL PROTECTION PROD S * ;' *. Z 94ETs a Tmemuai 9) rf - ATE Imo^ PROTECTION PRODt1CIS. LLC. «E iE OA= i arnv99m S * OP -- '� m •. SCALE 3/a-, • GLO PRO PRODUCTS LLC. E.D. (SEE SCHEDULE ON TOP tr BI7ttOM MOUNTINGS CAN BE _ /► •Q are °` - GLOBAL PROTECTION PRODUCTS. LLC. °N„-aW CEILING hj��NITNG((• 011t0 IL E C O IMe. HAND SW. sl flREEY j,�gj; SPACERS REOIlIQ.•*L.IOP a2 79Q: TL ET C O qpO S.W. 9i y.,�T sNEET B) COMBINED IN ANY WAY To SUIT ANY.�� I�rLe. yi AS ` c T,Li Y TIN996 — MMNNT DMW, n_ 9i3,4 p/, NAL f I1Q s �f •. RIG* • TAN * xaRPANY aWe FL 333,. 20-178 INSTALLATION. �,Q,4, f R1Do.�/ T1urr • ( •wbMK9 :�'31T":ET Q by S/ ,4 r as We- tMeWe A ARM NN R e (tlWJee9-761i, TAX twN)w9 9»7 2D-178 TTOM TRACKS ADJACENT TO STUCCO/WDOD BANDS y/ aN a r 9s w.Nr N.ea n = PHONE: (9x)6r-7IN6. FAc OWAXRW_ n C u, 9r e. a. aW Wrr amN A. mr nwRE. 264)ew-7sa4 FAX (69.)MW- w TO-170 AAF •Av aN m_1«e . A , Lm m-+,N , s r.�. Dw . r - a : (aW-,-,H.R I [, PRO SCALE 3/e-1- N CA- to 7u RAN r 4-a oW.,Wo INe: '(' '�! •a` •• IDArz HSl-aNDe7H9 .WNWNP RX4AWCW INe SV/ HA � ""'• tWR "p jjy 911- — wr w NNMar OMRRC Ns t AX&AWE «LIFO APUBIDA TWt i., PE - - lllkiT . a w �� INKIER A MILT N_ PE n•, ,eNA tMkit e a s AI RiN1NN'^ naE/arz wLtm A fANJI Jr„ r.E r e b a n /J - _ N - n SHEET NO. SH 1.0I as WINED- CONOMOT ANCHOR! m rQm� : n N 1/4' Mot. 1 I 1 1 KMOU i 1 Nislf . A N �_�• WALL AND FLOOR MOUNTING INSTALLATION FORmix ['q SpLIT PANELS w,cE,E RID•"+ ILE'u•D+t % (S}l PLY INN pYIALnw Z V2 ® r TM/NALL,• ~ 1• �aN2 1/O . al6WA FIT DORMICE FLUID BLOCK At= a 1/2* qONem OR t SALE: 1/4 1• . M { -) 1 1 1 DETAIL 1 Nr vAN' • -r - PNa % ' a !OWN �rR®1/N 11{A4 Be Ol 1 / `�-'�, .LLOI • n4 NR{,y(l b L fQ° Pip w/r-p Nr 1 �" 1'•cwA ] I 1 2w.PC= 21 1 tw i ol r -Jr--.4 -'c�6. w/r ] tmu ,N/N.Y E 2 I � YQVt/••q'-r AAn HIRE [ rime 3 . N \. Na3„vtr" aK) tn'- - n• tL - L-�I., rNual NwI • DO, wuN \: SPLIT STORM PANEL ELEVATKIN ELF1f�tl E -1- SCALE ,/4'-1' lEEIJJC7� SCALE 1p'-t'- - P � yI�A SO17F 1/6•.1• DOE a em m•'I1611I°WO,I) Ytii I IflAI C(=YEM11 � Cm NGOR3 E m®uu ,,.M[NNNNW. Mw. MULLION SPAN ill.) • WEOLPED RIP. lUlE YULiNON •' > 4'-S' TO W-S' 2' = 4• . I/6• 2'.4•. 1 s' SECTION 1,..•s aRENRo SCALE 3/6-1• NOTE: MULLION CAN ALSO BE INSTALLED N/0 SfORY PANELS ON TOP dt BOTTOM SO TAT IT iS DCATED AT TOP OR BOTTOM a OPENING. IONS PANEL CPEEIG w/ RUES TOP ! eOTTCM) .:l - L•:. NMI:., -III PA RR'm'n rRl1 Ill ' ARID IceN i �oq�¢ ': I A OAt --'-----E 1 WALL MOUNTIMIG BiSTALLATION - ALTERNATIVE 3W 'T i1 SCALE 1/4• - 1- e.A-M1 . ,. m- .wel•mta -L, MODU R■TALLATHH4 - ALTERNATIVE 2W- ALTERNATIVE SICA L 1/4- . 1- MOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-6". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CODE r CEBJNG A FLOOR MOU1MNG WALL ! FLOOR ITE R TIV INSTALLATION - ALTERNATIVE 4W INSTAL An= - ALANATIYE SW (SECTION AT TOP IS LMRED TO +55.5-67.0 MM. SMALL• 1/4* - I" A.S.D. OESECN PRESSURE RATING) SCARE: 1/4• - i' A-y •ILww. 1 rr•.so oaA 1 No Rawl A+wY FLOOR NOUNTIING- INSTALLATION - SECTION iAW 1111 1/4- - 1- CONCRETE ANCHORS CONCRETE AMC"= FOR CONCRETE ANCHOR& SEE SCHEDULE ON SIM I., (SQ SCHEDULE CN-\ `.; w 1 CH r- MR wm saw SE% SECMON oN Her 16 t, A 1W/15 SHEET ») SHEET ,a) tw_ IA 2/4. 24/4, 3/4 OR 4/4 1. 2 h 1W/15 3• � _I POUED CONCRETE __J - POVRD CONCRETE- RolNlm1U. E J] [�R -1t 1 -11 E �11 -1. J1 . Cant � Cw,t �eQ- l T iT1-M-1-- 1TTTT 11fT1-1-fl '" TES PRET 4 ED WN� � (INTORK (IND IREL) Kral III. 5OAM3ON InJR m'a/sASS M,a' l0 gLAA9SSS �1e�,/i�ee. E �'e° 1/x�°.c. 3 t It [tti ttllti_t s M/1s wr law (CASE Or- � 4 ®INnB___,I,t[ovat',q saEw L... (wE q( ro-- -- - - roOJi a 1/2' ol. ° DEC. x/14) I (37 � T11- T �- A(ft00 MAU„I4 B ( > (K/rANA" 1DGT10N POUREDIft CONCRETECONCRETE. � � T (14) REDAVIED /4, 2/4, Z►/A, 3/4 PLR 4/4 1. 2. A yw/is 1. ? a 1w/15 ' I I AREA W/MO LIFE SAFETY PANELS._. _ LOCATION OF LIFE ALTERNATE LOCATION ON LIFE SAM PANEL L (SEE NOTE 1LELOIY) L•. REG'{NAR ROWELS w/ OR - SAFETY PANEL -J _ -. - w/o REGULAR TRACKS (SEE FATE I STORM ( _. BELOW) ' LAST PANEL i� TO BE tKFElID AS ' RIPE SK[TY 3'iLRe1 PNPB:II TALLER gNN.t CONCRETE ANCHORS /./� i/.- /i, A, LIFE S SE PRONOm W/ REAR NN1dE isFE 9NEE1 , POURED CCMCRETEJ :; W�NpLCOPTION V FOR WEE WETY C-L MOMM" COKIc1ETE ANOIa6�-''-' ! AN �) TO INSTALLED OR R'WRD'F F IMNX STRUCTURE ' ELEVATION WALL MOUNTING INSTALLATK)N WALL AND FLOOR MOUNTING INSTALLATION SCALE 1/32•-1- - SECTION t SCALE: 3/8' - r" - SECTION 2 SCALE: 3/8' - 1' r'/'• MN all ®®D. 'per 'y NOTES ON LIFE SAFETY STORY PRIME, SYSTEM ,NSTALLMON L LIFE SAFETY STORM PEEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) 1 OR AS NIB INTERIOR PANEL (PRY PANEL LOCATION IN BETWEEN END PANELS). 1(r. KTTRI01rt , PAMLTS. B IO/NlE tDptON LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS ANLL (W/ OR W/O REGULM TRACKS.) ) sa RON 2. LIFE SAFETY sTORl1 PEEL CONSISTS OF OA3B' OALVNRIID STEEL STORY PANEL As SECTION B-B PER t:OMPONENT SHEET T a DRAWING. SALE 3/32"-1' THIS PANEL ALL ITSELF To BE REMOVED OR INSTALLED FROM THE INSIDE OF STRICTURE. �UNIINNNNF/y J. UFE _ �Pa eEoulREs TOP TRAOK m eE CaioNENE t eorroY TwcTL ro N' p T11j/ 'k... IE C "Xi,l�'A As PER s110ET 2 OF THUS TO K COM.. EQ`,,.:.....!✓'JR,� CONPOENT Y eE INSTALLEo wALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 k EN 9 tL 2 oN THIS AS WELL As DEGES 1 ! 2 ON SHEET la, __�, \\G `'•: i 4. M.. LENGTH FOR COMPONENT®6 W.g' FLORIDA BUILDING CODE 10h VelocityHurricane Zone SCHEDULES kA2 SLEET T4DRAWNOMPONENT ® RAGE Mo. MC14OR ANCHOAT BOTTOM IS GIVEN DY *�• NO * a2mv nTEta Nc. 20 GAGE GALVANIZED STEEL STORY PANEL y„ sr. COMPONENT MAY BE PERMANENT OR REMOVABLE - s SEE DETAILS FOR INSTALLATION wro wood FRAME BULDINGS ON SHEET ts. -; OP` • ATf GLOBAL PROTECTION PRODlCTS, U.C. ,OFF, oA �//}� IL ECOINL. ..maw.a,ARER 6 SEE SHEET 4 FOR DETAIL APPLICABLE ro THE NECESSITY FOR THE INSTALLATION aF '•ij SS \, % - u� Dr''C ti m,. SPACERS AT TRACKS R47ALLM ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. 4yN OHA ( �> .ti am--- . Hoc tRsalw-».a FA,c (sLpE-rtn 20-176 ll INN• NpL G-OalF7l9 wAw r[ - OwNeI w: RL ETC rAdro'N.i i uisiE IT-w w mw ,3 of m MAXIMUM A.S.D. DESIGN MAXIMUM MLD ONLY FOR PRESSURE RATING (n.a.f.) AND CORRESPONDING PANEL LENGTH "L" SCHEDULE k NNSTAt1A7ON6 AS PER SECI- 1 T1e81 10. ON SLEETS 4. 5 k 6) MAXIMUM A.S.D. • ®LIED r/ 1/4Y-20.1• &1 "! NNW AT °1pEAP a tpFNCIM a FRAIL DESIGN PRESSURE RATING .R.t) AND CO RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REOyJ�TORM PANELS X A & INST LLLLA,TIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VIVO ONLY FOR PANELSQk 0#STALLAMS AS PER SECTIONS I YIIIR/ 7. ON SHEETS 4 k S) p9/11NWNN... l/l ra�"\tE ' ' =�3P• ��CENS F FLORIDA BUILDING CODE VelocityHu a (High cons Zone i :' No. 4167 exmo ALMOND NC 20 GAGE GALVANIZED STEEL STORM PANEL. r.P. ���--�� 01nP/'ms GLOBAL PROTECTION PRODUCTS, LI.C. C O 11 L I EI 1 re.'mm'�E fir. SS 0 •� G� / _ .. w..•..I..n ewo.. w atw PHDML (N,+)M-»10, IN, ca4)♦1-Em 20-176 rr"µNI G-ono.Tti aw^^ •wA.. A. WPNq Nn 1 AJIJSgWInNR/MTE 11PLTTR A, nUl Nt M11i6 (9fEl R.� �m � %f +Saa -TL.O Y-5' at LEES x ,/{• Ue10.1ED i T,6NR S ! 7 su. -72D >7•-a• ro IF wa - 2 ]/{• tII0.1[D t naa 6 ! 7 +]eD, -Tzo ae•-e' ro „•-r Vas x ,n' • •DL�D••TM + *•]l. -a80 ix'-+• OR +Ka ] 1/x' • et�T,�DIcrN B. D t t0 W tAPAI A6.6. oLElal III) Nwl°N ANC]gM15 )PAGIG Idt E°.. ] ,/2' - PPt1fi�BlE ro SCCTOaa / A. Mf( aNLIMMT°N L ILwIAw PANEPRESSURE LENGTH 1' (R.) TMroN a nP-GRw G,LIL-N rAAGARaC r[NNE o R,16lW[ PLUS la WIICBEI[ 'a � ro WIICRCTE TO COMMIT ro OPIIG[1[ TO COMMIT 10 CW3wT[ 70 NI•IO�NfE m MICKIE To 6• N/A M/A N/A !' N/A +' N/A i• Nn+ 1 (Tap) e' S' N/A N/A B• •' I (a0R0Y) .' N/A N/A N/A !' M/A 6' N/A .' N/A 2 (10P) +' N/A M/A M/A a' M/A s• ,1/A S• N/A 2 (BOTTOM) � .SSA -710 6" N/A N/A N/A N/A 6' N/A 6' MIA CR elz seYfS ,o e „ COAL ANCHORS TYKE a SPACING roll NSTA11w1Wta •110 wtco FIWI[ a116DR1a MIDAIR ANb1011 YAPII$ Nib YtNAY GORE aSTAIILi ARE .eGTID ON 116 SOEOAL 0011 E.D. LA6 „Pw .IDeATEa OR Sa1EDlnt eeLwet AIONdI fPAlelo fK M.1/PLYNO SMCRIo &,OAT ON wIm„LE er T11E FpLQAG Nc16R6. roll T16 OPERATOR ro K POOaIt 11� SPACING OBC,AtD ,WOO rAnOR alMt Na R Maw 11Yw tNNRwY SINCRO e1arATm FOR EACH AIOIIDR THE AT ANCNWS L6RAa. AIORR rot _ �/_-W'' lAlp6N t/4Y vR-w � 1H•. TINfYu11 ou+K ,/4•• .No--Io Yn I/RIGI RIAAie 9AJ a 3 3 3 tin ] ••warANa nr•r PJ ] a 3 ] J 3 ,n ea<rN OPIvaY a,w pA) ] l a ,n 3 ,n s ,n Amw VJL R eae•cap leas �+- F - 3, 1/4• La a. 5/8• LONG 0fta NJE/rlc N� INSTALLATION DETAILS FOR REGULAR PANELS n PANT s 1 • i l/4 oa FOROX TO MRFI I m U uo m -r . s 1/4• 0 LIMING J MR F 0 AR ro C-e• NEU INTO EXISTING WOOD STRUCTURES JANE F AT PA/t1tA1i FOANE a OR ?NIEtANtE Pt115 e PLUS a C. s1n1 i to Yn. TIVEADEO p Ih Pb4TMT10N m HEADER MR ALL UDC! P] UP 1r-e• Yea �1, t/.//Yt•LA1SRaown e r 0.C. _ EOf - ---__- E0;__ EO g 1 $ I 1 1 I :note .eAowl 1 N[aN1® I .Sao IeADIr I'm I � 1 ALTERNATIVE 1 W ALTERNATIVE 2W SCALE 3/e-1-SCALE 3/8.1- on SCHEDULE SHOIT III FOR Es SEE SCHEDULE OR SHEET a 1 i TO GLASS LR12 K,l To DOSS I I ? I ED ' ED IV. I I I E01 II, OR E01 ..._ _. --_-_ - - EO J EO I l -ir EDI I E01 EOi_ I 1_ , L a� KOOK, 1/4• LID, a S/r LORD Itr� IRSNO W/ 1/4'Y-20,t• IS Y3 a 6 1/.• ale _ e'�ia•'-�in•.o IPA /ayIII RJR PAN0. tEMi1M Le 10 9'-0' AND a 4 r� .NC eUt a s' 0.k 1/4• D.C. roe Uawm UP ro s'-r Y.. CR I14-10 PRNELNn n)A%.E OCR PRICKATE PLUS a 12 In' a C. Raw , -_ /PLY 1K eoae e "AA. / r Tl.usm ALTERNATIVE 3W ALTERNATIVE 4W /n2 Ill T KAM PDEIAATIai AT 1 1AO//On+ a OOSiMIC MOOD PAYE FOR 2 a 100FIVIN Or RAX SCALE 3/8-1' SCALE 3/8-1• I' ALL LD47HS UP ro N-a• Y". Cm SoMakaff NOTE : Slllltr ro0 CLAIM SCALE 3/6-1• SCALE 3/0-1' NUt111NNNNy,- A:.. wl4✓ 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS 1EA ••,� � • UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8• GENSF a 3:' J $ FLORIDA BUILDING CODE (High VelocityHu Gone Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - e2mo nTtm. PAD r, PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. *= _ NO.F�ivco� 20 GAGE GALVANIZED STEEL STORY PALL �, W. NOTE FOR COMBINATION 3F CTI1N5 _ a * : ST-- OF s - GLOBAL PROTECTION PRODUCTS, LiC. m/s/ss .. :i 9'•. F OF � L E 4em ar. 6t sanT TOP t BOTTOM MOUNTINGS CAN COMBIED IN ANY WAY TO SUIT ANr� ARYa,AE. 2 m,. 20-176 �' - INSTALLATION. •^NI E !AL/wpMTIRJdTE wNTP T'y., PL e• 11 - BMW,, a a III®■B�-„I STUDS a EVERY O.ERIAP (,2 1/2. O.C.) Ib HOLD PANEL +�_ + LID. . _t•1 • . + 1 i,. • 1 al e. ..• 1 : • 1 • L 1 �AS0. PRESSURE AnID 1,CONCRETE TMCON a LP-41P ORX- PR61WT RIME o MINIMS RU1 / t comeftow. a TN01 Mwlw PNi1 UAGIN 1• (a) ro GOIiK7E ca TO TO c0• TO to CONCRETE ro ro etDCA DOMCR[TE BLOCK cDNI2EtE BLOCK BWGI DDIORTE BLOOK 6' N/A N/A N/A 6" N/A B• N/A $• N/A 1 k 2 (TOP) 55.0, -72.0 p• 7' 9' 9" 9' B' B' 9' 9' 9' , (BOTTOM) OR LESS r N/A N/A N/A 6" N/A 6" N/A 5' N/A 7 t 2 (TOP) +SS.O -72.0 I. 5• 9" $• 9' 7 1/2' 9• 9• 9' 9• 1 (BOTTOI) 5'-0' TO 7'-6' +SS.O -72.0 6' N/A N/A N/A 6' N/A 6' N/A 6• N/A 1 k 2 (TOP) 7'-5, TO B'-$' 6' 9' 8' 6' e' 6' 6' I (lRN1TON) YAeMW ASD. DEMN PRESP R RUNG rIN (SRO • s/i' Yn nOIK LOP " NG]3 a,SE 1 (SLID • 1' w ROKI 301 a /GIB) MPLICA PLACABLE TO SECTIONS YAJOMUM PANEL LENGTH •L• (R.) TA/CON _ - k COAatLA a THEM +49.2 -51.5 3• 4 1/2' 4 1/2• 2 (BOTTOM) 7-6" OR LESS +52.8 -66.0 3• 3• 4' a• 2 (BOTTOM) 7'-8. OR LESS +55.0 -72.0 2 1/2' 2 1/2' 4' 3 I/2' 2 (BOTTOM) 7'-6' OR LESS +55.0 -72.0 2 1/Y 2 1/2' N/A N/A 2 (BOTTOM) 7'-8' TO e'-o" -72.0 N/A N/A 3' 1' 2 (BOTTOM) 7'-6' TO $'-$• ALTERNATE LOCATION AT END PANEL U1� A ._I e 1 1 . iA 1. MI.•::� . 1 • aA.: 2 .ill l •. �� � M) r. ANSI twm M- st+,tNeJ N•.NAL ttr w.mN p sus NNa mKnlatl •6aa -TLO r-r t a/4' UIaLL)f0 SEE a,RT ,S FOR ANCHORS TYPE a SPACING MR INSTALLATIONS INTO WORD RNNE SUSDBR MINIMUM ANCHOR SRC#m AND MNIA41 CDR ONFAMCE ARE NUNtATED ON I N , 'SCKOIRL FOR E.D. MSS I" I1OCATED OR SCHEDULE 1EOIIC[ ANCHORSPACING BY MULTWLYNo SPACING BROWN ON SCHI DM.E BY THE FOLLOWING FACTORS. FOR ills OPERATOR ro BE POSSIBLE Rnt= SPACJO OBTANO Ilsla FACTOR NNLL Nor SE LEN THINK MANE 944140 +OPAIED "A EACH NOW TYPE AT AMONaA LE6'OO. Al101a TIPS _ T/4•. Up" _ 1/{1 Cr iMaaeP 1/41 1/4Y _ 1/4'- -- III ANCHOR smome W 3 ] ] S t 1n Iu4wN er OU 3 ] ] In 3 ,n 4 AWL t4 "BE aBlao ROOK .36 t 1ry m - - -- ,m .O 3 Ir - = o -- --,,-m - y�Q�JGENt '�9 No. 44167 i *k Pl. YAL(kOINTRefOAA FLORIDA BUILDING CODE (High VelocityHurrtaons Zone mmo nTtlm. Ne. 20 GAGE GALVANIZED STEEL STORM PANEL rl' 1NDRR1 F: PROTECTION PRODUCTS. U.C. 01/'n0ee L E� C O E«�. 4em 1I. .t 011. w. Y Iq ,•sn RNIe-a R miK AIIBC (uAJ » M. ox;' (W)SO - 20-178 0- . A Ole aR_.N, G-ODMI a tea. r. - Ow -NO ft LIP A Jr., PE If• AR s 6Nm M• a » MAXIMUM A.S.D. DESIGN PRESSURE RATING (�) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS n INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALD ALLY FOR PANELS (Dt O INST/ILUOTONS AS PER SECTIONS I THOU 10. ON SHEETS 4. 5 k B) ANCHOR 111RIN a A: rr�l 3L:'`vCEN ✓ `'••'•.� FLORIDA BUILDING y= No. * � 4187 a°°70 n,eco W. CODE (High Velocity Hurricane 20 GAGE GALVANIZED STEEL STORM PANEL Zone rP' _ �'s GLOBAL PROTECTION DUCTS. oRw ae . Dn� tL E C O LLC. teee. aNE .!1 )pf I•ysS%p " NG y� y� ,. a. at. a -wNa a a,. b Wn. mM IPNaMu-.m ° (PsgaP-New. FAIL 20-176 4yrN L L SLN/Ta-InM6/OYl1E ~ ao u•"6°o - aN m_„R FLIP A AUY lr.. IL n-Iw - aIARRw "a MAWIer YA11Me1 nN011oRs aPycwl9 troll E.0. - 3 //S• - AS0. DESIGN TAPIXN a TAP -DRY WA-N PANEIYIOE rEIMtE U PAIF,UTATE PROS 9pp SET m LEGIONS I t AtAONAI PANEL PRSBSUR RATING (N.wl.) ro CONCRETE m IA111CIETE NeDCN ro CONCRETE m mRclw:lE eLotN m CO/IOETE m c01e:RTt enctc ro CONaRrE To COItOE1E IRaeN ro CONCRETE m ea/lr]Efe aoai ro 1•AIICREfF ro CONCRETE eLaa ARr �+ a itEY LERcnI 1' ta) 6• N/A N/A N/A 8• N/A G N/A 6• N/A N/A N/A 1 (TOP) $' t N/A N/A 6' 6' B• 8' 8' 8' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8' N/A I. N/A 6' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 8' N/A 5' N/A 5• N/A N/A N/A 2 (BOTTOM) 55'3. -72.0 b' N/A N/A N/A 6' N/A $• N/A 8' N/A N/A N/A 1 t {(TOP) >7'-5. 70 8'-B' � LESS 8• {• N/A N/A 8' G. B" 8' 6' 8' N/A N/A 3 (BOTTOM) 8' N/A N/A N/A 8• N/A 6• N/A 8' N/A N/A N/A 7 (TOP) 8' 4' N/A N/A 8• 6' B• b' 8• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• B 1/4• 12 1/2' 6 1/{• 6 1/{• 8 1/{• fi i/4" fi I/{' N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 72 if2' 8 1/4' 12 TJ2' 6 1/4' 6 A/4' 6 1/4' $ iJ4' 8 1/{' N/A N/A $(TOP/BOTTOM) 8'-$' TO 11'-2• 55.0. -72.0 N/A N/A 6 1/4' N/A 8 1/4• N/A 6 1/1' 8 1/4• 8 1/{' 8 1/4• N/A N/A $ (TOP/BO1T0M) 8'-B' TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A $ 1/{' 6 1//• 4 1/{• 8 1/4' $, p� tp (TOP) NA -40.0 $' {' N/A N/A N/A N/A N/A N/A 8' 8' 6 I/P 5 1/4• $ (BOTTOM) � LESS B" 4' N/A N/A N/A N/A N/A N/A 6'1/{` $ 1/4' p (BOTTOM) i2-4' OR 1E55 N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' $ t/1' 8 1/1' 6 i/{' 10 {BOTTOM) SEE 7A[E74 10. „ AND 1E FOR AMOI01a TYPE ! 91ACwlO FOR NS1AtUiONS IIID TICOD FIW[ BUlDilO. Ie1AYLA1 MKCHICR srAceGs AND 16te1RM1 kDOC DEMAND ARE NdG11ED OR 11,E SC,ITDUIE. Rwl ES. IDS i11Mi sGIOUED ON SCHEDULE REDUCE ANCHOR SPACING R YWTtRYI10 SPAC G SI/OrR ON SCI1Dw1E a THE r01LDAlaG FACTORS. rde tits OPERUON ro K POSSIBLE. REDUCED 9P/taG OeTAInFD USING FACTOR SMALL Ra K LESS ,Hlw MNWIY SPACING NOIGtED FOR fALT, ANCHOR TYPE AT ANCHORS LEGEND. MOOR TIP[ -,/s•. 1/{•..._ - t/4•• ,/P. tN•r Ip'R rAPmN a uwwa �+D+ • alUlyt eaw-ia rR ARDOR OMCNp 01) 3 ] 3 ] t ,n ] 4•ma am..a c.Ia.r W s 3 3 3 3 3 In O,.AtNJ dAw er � 3 a ] In 3,/2 a ,n Maus to IBtE Ienanp FACTOR - - T. 6.a1 n - „ - - ,.m INSTALLATION I I DETAILS FOR REGULAR PANELSn INTO EXISTING WOOD STRUCTURES it ---- dE X jli /4-10 PANEIYATE PLUS �( I �� III '_ 104PNELWTE PlllSe• I•' --v �. 6 1/1' O.C. W/ 1 7/8• O ji D08iNG WOOD HEADER m / i13 ' I WOO HEADER m T ER : OOUII�--' 'I 1/aPAI�LMATE )'P wO "FAVORm _iiN WWff. _;x NLa a vow sm a woo0 7" a ,/a• at Ow sm • 2 a ,/r Oz. 2 CVBw sill° a 6 In• al LEADER aEotJeElf +- NNI IYDOD NEARER (y; REQUIRED f - MIL' t", �. i SCH RAL ON IL SEE SCHEDULE CH SEE SCHEDULE CH JISEE SHEET a Poll Ms 3FDARA SKEET aScErj r M YN. SEPARATION CallyEpABRAtN)N (( ro IYN4 I m aaa ^ ( ro NAa i LENGTH ,/.Y-tan• sa (SEEP NOTE w.a r/ 7/DY . - -PANEL ,/.Y-tm,• si W. w.s r/ T/i'P . LEMON 1) I/.Y-to[r a6 Aa w/ T/r•• . w( REEL E CTH 7i (SEE MOTE , ) 1) exYe1K,�aVv E -_- 1 *B d eee"Owl"'i'aM .; iR It] saR sax we a . OF x YAA a L' MAX lC��lM i ® 1Y 7 :'I , N6tr 5NA el. DO.,. Oe. ED. ._ - O. J ,121 as 1 L. 1 LAG r., wooD RATjF _ tt14-10 PANT LINTS PLUS z'=,' w000 v_ATE 2 N' WOOD pu -- wSCREYS K Ilw. TNORC PAPA"' 3• AEOARED lT. - i e / 4. O.G. w 1 7 J / M' REQUIRED I IEWEEO PENETRATION AT MOwIDTN OF RAtF \' I T "Am PENETRATION •MIND WIDTH OF PLATE _ I - - J/{Y UG SCREWS R w/ i i 56s`NnqoSTAGGERED ,REMC- ARM. tF.IFIOEp, / (!T y,(TEjpE! � �'- - _ AT mDOOTN OF PLATEDIRECT SCALE 3/6-1- MOUNT I DIRECT b=NT I INSTALLATION lfQIES: SCALE 1/8.1• SCALE 3/8-1• 1. INSTALLATIONS FOR ALTERNATIVES $W, 9W t 10W ONLY VAUD FORBUILDINGS g1N1N11 WITH A.S.0, DESIGN LOADS UP TO +43.6. -48.0 P•e.l. AND A: Tl r,o PANEL'S LENGTH LIP TO 12'- Ao SAP 2. FOR NO. WOOD FRAME CONSTRUCTION: WOOD MEMBERS i0 BE SOUTHERN ?`' '• EN '•;/S Si" PINE No. 2, w/ SPECIFIC DENSITY of o.ss DR Eo13A1d1: O vG FLORIDA BUILDING CODE (High YNoc Hurrkone Zone NOTE FOR GQta■NAMM OF SECTIONS: ° No. 41 •. * = mom n'0C0. "� 20 0 UiE GALVANIZED STEEL STORY PARR _ * : W. TOP t BOTTOM MOUNTINGS CAN 8E COMBINED IN ANY WAY TO SUIT ANY : pD S . yr� - / f'Z T /► GLOBAL PROTECTION PRODUCTS, LLC. E m/s/ss °"E INSTALLATION. 1 "O''. A1��,Ld - J g�+F`cSSj •ENV -' �W. 5 � % ., RR. w. •N a will..Ioa R m" am ­1"III $HOW (ie4)6N-T9,4 FK Malls-i2n 20-176 a d-00067I. aws,a, aA- a,�Rr awlNa RN 1N1N1 L �II RR.iP A IAA &. F.E. 7 T-Aa - eleal ,t a s INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM °• •'• as •/ INTO EXISTING WOOD STRUCTURES 1 ,/2 MI. RREADm IEtETATCR ro b09AR HOOD WIDER E01 _ it ON i 1 EJ, , FOt I Ro DO1 R.000, HEADER ELTMRn sIVo • 12 '�roeALTERNATIVE 1 ALTERNATIVE 2 5C/aY,t• LrmL.,E F To � - 1 O.C. i I p I 1 ! I r EO(! EG E01 EOI d, t _ Eo - i 1; REOO PURE ROU.ED -am RATE fi REQUIRED B C« ALTERNATIVE 3 ALTERNATIVE 4 1/4•• Au SCOM a 8' PLC. W/ i I1r Ala. 1/NEAO@ PIEIAI,ON M /•YD.d/e' LORE •was we" W/ ,pY-2AY IS. wS • r OX OR 1/4*.-MO PANEDNR FMCS O OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PAMID NIT PUS a r O.C. -/ I tlr Min- sme ,J9. - r I NTAM PENETATON TO EJaSTeG wow RATC Nm : SKA11" Tw1CNS NO, %am ran CDIatY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W 1� I. RtSTN.W,II ARE MY VALID TOR BWANGS NMN ASC DESIGN TOADS UP ro .55.5. -72.0 M AM PEEL'S LENGTH UP ro W-W. x- PI'aRNEW WCOD FRAME E 41 LL W// SPECIFIC DENSITY OM OR EDUAL MEMBERS ro BE SOUnEANJ CODE (Hiah Velocity Hurricane (D CD � � O U NA C O .CD cV U N CD CIO O CU /�� VJ 0 0 O � 0 N -d O O O Z CL N X i-E W (n Q 42 0 S � " C 3 a N C O O U Q co O LLl ■ aaF� SHEET NO. SH 1It 1 I I __ I __ III - I - I I I I I I 1-1"f L I I III 'l 1 11111 1 D.W.or D.Il ---ANCHORS (SEE SECTIONS ON SHEETS 17, 1& 19 A, 20)--- -.1 I MIN. SAW/30 i1w/19 a ON/20 6 0 __0 0 0 C PANEL 1141 Wou, 1.7 ;-IfOLTS Rec 7 peel earl CoFftm JA V" AW ff UFT a PRINT t�n/ 7. es/17. Bal r I' ANN. All ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 IS 20) OPTION #2 FOR LIFE SAFETY STORM PANEL(I ELEVATION SCALE CAP ID-@ Exom SECTION A -A 90-U 3/16'.1" r Ill 17, 1.1117 WNW pm ol P Pl7liMs :73 v I I [elf-WROW-1 0 1111111111M.131M MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0. -72.0 8'-B" 2 3/4- UNBOLTED A MAX. PANEL LOYMN (SEE SCHEDULE) FLORIDA BUILDING CODE IZ4" TAPCON ANCHORS 0 1,. O.C. POURED CONCRETE OR CONCRETE BLOCK RECURRED, T_ rI GRASS , INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' TAPCON ANCHORS TAINCION AN04M 4/4* TAPCON M404M r O.C.O.C. I 0 r D.C. POURED OR CONCRETE CONCRIM POURED CONCRETE CONCRETE N POURED CO�ONCRI BLOCK REOUIRED OR OR CON BLOCK REQUIRED .1 BLOCK REQUIRED 1-C - 1 /4' FC 1/4' M­ E-DA E__ D. A, I 3/32' whw MR 0 12 V2. D.C. 114. TAPCONANCHORS Il' 4 Ilr ac (wamm W/ STUD) _10AM CONCRETE OR CONCRETE BLOCK aroum TALLATION SECTM 3A 0 REGULAR PANEL SCALE 3/8.1' MANNIKIN. NoxY I.) 4, INOMA' _0 E.4z 3/32" WIND WASHES (BEYOND) 1/4* TAPCON ANC4GRS IS 4 1/2- Or - (STAGGERED W/ STUD) -OURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION 31 0 LIFE SAFETY SCALE 3/8--1- 1/4 SEOW 19 SOFOCS TYPE a MIN= TYPE 1OWSNZNG FOR AdtANS IOW "NITIOWHGOW AwSax swass INQ 3 FIAME @Ukt" ."" ANCIOR SPW:pNaS &.0 N" •EDGE NNNS SsuAcc on INDICATES ON TIRE SCHEDULE FOR E.D. LESS THAN INDICATED ON = 3 SCHEDULE REDUCE ANCHOR SAMONG By mtxTftym SPACING SHOWN OR, SCHEDULE ANIII Le. am wreso Pm= IN THE FOLLOWING FACTORS. FOR THIS OPERWERN TO BE POSOKE REDUCED _-AS SPIAMIC ONE40JED IONIC FACTOR SKNUL NOT g 1/r WE LEM INAIN MINIMUM SAACING TOOTEDTOM EACH ANCHOR TYPE 04 THIS SCHEDIAE 3 11'r f '=Avevn RNIN .) ' GLASS I Lis N/ 7/IN r CD ED, /2N.S. Iv 4'0- /4S.S. MILE. W/ vm 0 WASHER "Il wRNG NUT WASHER 12 1/2- D.C. (KY(*O) 44* TAPCON ANCHOR$ OCON _44g�" 4 1/2- D.C. 40 4 1/2- D.C. __ORCONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATIO11411 WALL --- POURED CONCRETE on CONCRETE BLOCK REGLW= MOUNTING INSTAI 'AM SCOTCH, 4A 0 REGULM PANEL SCALE 3/1l NE09" 41 9 LIFE SAFETY PANEL SCALE 3/Il INSTALLATION DETAILS FOR INTO EXISTING POURED IZ4' TAPCON ANCHORS OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BLOCK STRUCTURES 1' TAPCON AMCHORS 149. eq. D.C. r e, O.C. POURED CONCRETE POURED CONCRETE Olt CONCRETE BLOCK OR CONCRETE BUDOC REQUIRED REQUIRED 1/4* 1/4- Fr- - I 'INP. Ef Rea 1.0 rr 1;::IW* PANEUMl PLUS W/ WIND NUT WASHER ;3/32' . * o.r eouRED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOU At I ATION 0 REGULAR PANEL SCALE 3/11 SSE SWEET 19 IS 20 FOR ANCHORS TYPE III I AM= Tot 1/4, WINDOW _ 041RDWIF MISS SPACING FOR IATID WOOD ux, WaSon IrRows DN.) 1 3 nv&a §ULDM iMNL%U ANCHOR SPACINCII AM MINIMUM CODE OWAW ARE INDIONIM ON THE - 3 j 504WLLE FOR ED.ASS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULT11"U"We rococ SHOWN ON soma 3 3 '/2 exul Is, On on" - poem SY THE FMIDw■I FACTORS. FOR Tift OPERAMW 70 WE POSSIM REDUCE[) 110 SO SPACING OWW= USING FACTOR SHALL MIT WE uEss rNAw MINIMUM spAcm WRIAM FOR EACH mom TYPE ON TIRE scenAILE r ,AD 13w 3 'Ir G AXAM 'o --A 4r'W aware' G 6. 1-41.18 . PANEUTAE PLUS W/ WING MIT WASHER (BEYOND) JNYJACOED CONCRETE OR NCRETE BLOCK REQUIRED WALL MMTM INSTALLATION SECTION 50 0 Ua SAFETY FAHEIN SCALE 3/8--1 - Nurrfcono (D > 0 16- CL CL 0 0 Ito 0 -a C/) -t� 0 0 L_ 5_ -0 q CL) = 0 0 lV LL 0 > Ln Cn E CU 2 u) < INSTALLATION DETAILS FOR OPTION J2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM 2EMMS-1111M. - I INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON M404OR5 AND PANELMATE FEMALE ID S, PANELMATE PLUS INTO CONCRETE 7 ACCORDANCE WITH THE 2020 (70% EDMON) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-. DESIGN MAID LOAM SHAUL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEN TIONED CODE. Ill MINIMUM EMBEDMENT Of 1/4.0 X 7/8-CALK-IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE TIERS WILL BE INSTALLED AND I SHU NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. i WOOD WADER FOR A DIRECTIONALITY FACTOR 940-0.05, USING ASCE AND SKALL NOT EXCEED THE NMXIMUM (A_&Q) -20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH TO Now HEADER -16 --IIEMWED ThIOU'RED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2376, 26. ENGAGE 3/4' INTO ANCHORS. MATUM EXISn I/*-0 TAPCON 0 r O.C. O.C./*'o TAPOON 0 Ill D.C. TI.OtEADED IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 4'9 TAPCON 0 6' 1. T�:N 1 1/2- WIN. AT WOOD 0. DESIGN WIND LONDS By MULTIPLYING THEM BY 0.6 IN OFIl TO 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE AT THREADED HEADER SHALL BE FIRST REDUCED TO A.S. PANELS BE FOUND ON THE EXISTING WALL PENETRATION WOOD gj� Z�_ EETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE cz�� 1� I I .' I . , TO COMPARE THESE W/ WAX. l DESIGN PRESSURE RATINIM INDICATED ON SH HEADER HEADER ME-= HEIM SHALL K AS MENTIONED IN 5.1) AND 04 92). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 3U INCREASE G Ell Z 1/2 /2' 1/4- IN ALLOWABLE STRESS FOR WIND LOADS WAS MM USED IN THEIR tZ%LYifS. FASTENERS SPACING TO WOW HAS BEEN t/4- i/2- "Am I :r: "s 4 � I r/2 1/4- :Rl M.. All DETERMINED IN ACCORDANCE *YIN N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF NINE ANCHOR'S -1 1 1 MANUFACTURER. 2, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1771 L 47 LFA WOOD MCNIXER 2�. 2 2' ; : : OF WOW HEADER 2' Min. 1626 MY. NO I - - �'7 - - ' "' REQUIRED 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 SKMER TAS-202 AND TAS-20OR WOOD FRAME SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK SYSTEM HAS 2. C:) 4 T �z INSIDE W/O THE USE Of A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE IAWAULATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER WWONEXT EDGES WHICH REMAIN IN CONTINUOUS L CD 0 -0 FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WSNO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL AN, 0 ING SEPARATION _SONWWSW TO OL." LENGTH. 0 L. ANN, N, 3. SERIES 1000 IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE CY) Car spvw (IM SCHE (M $ago= PERFORMED FROM THE INSIDE OF STRUCTURE. PANEL LEMmH 16) PANEL LOWN ON SHOE" 19) ON SKI s) 13. STORM PANEL 0ISTALLATION SHALL COMPLY WITH SPECS INDICATED PLED DRAWING PLUS ANY BUILDING AND ZONING wx� I I "* Mex. SocnoN WHERE PERMIT IS APPLIED TO. a () N (SEE NOTE I BELOW) 4. SERIES 2000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOERS STYLE WINDOWS WHEN CL co >< (SEE wrl BELOW)q. t REGULA71M PROVIDED BY THE JUR EXISTING PANEL LENGTH W., PANEL LENGTH V M­ V Mex. SEE NOTE I BELOW) GLASS (SEE NOTE I BELOW) to CARS ; I .:" �.. - 'I __I, CLASS PANEL LENGTH PANEL LENGTH NS7ALLAIION IS REQUIRED TO BE PERFORMED FROM THE Ill OF STRUCTURE. 14 ATRIUM BROODING AND DOM. INC. E - Z KING STORM PANEL SYSTEM� IS POINT 191110 Ows oar XMIxIu: - (SEE SOULME ON wair '4) ON SHEET IS) 0. 91117 11) SEE NOTE I BELOW) 1/4-0-200- (SEE NOTE I BELOW) LL 5. ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLOY AND TEMPER, (Uhl OTHERWISE NOTED) 15. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 7 S's us. w GLASS' S.S. M.S. w/ '0 0 EXISTING I LZ 1/3 INFORMATION FOR A SITE SPECIFIC PROACT; ;.*. WHERE THE SITE CONDITIONS DEVIATE FROM THE PZQ I'M Mury WNG "U'r --Z C: _c 31 , 1 7/8'0 3/32* 7/8' . 3 32' NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SKILL HAVE 3105-H14 Al A (b) T ------ CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAM OF 1/4-. TAPOON 0 7. ALL SWEI. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-553 GRADE 50 Min., GALVAWED STEEI. 1141S PRODUCT BASED ON INS P.E.D. PROVIDED HE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58,5 ION (AFT" ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSDERIM. 6 C\I D.C. W/I 1/2' 7 C Nex THRE40M PENETRATION AT 8. ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN l THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED. MIDNIDTII OF PLATE Swig W/ 50 ksi YIELD STRENGTH AND 90 Ike; TENSILE SIRCNGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AM 304 SERIES STARLESS STEEL W-H 36 ki MINIMUM YIELD STRENGTH. BECOME THE OEll (EOR.) FOR THE PROJECT AND WHO wou. BE REWONSim FOR THE PROPER 1Z P.E.D.) C. Cr USE Or THERECORD ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGWEII, SHALL 10. ANCHORS TPOURED CONCREEC O WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.0 ED. THIS P.E-D. SHALL BEAR THE WE AND ORIGINAL SEAL AND SIGNATURE OF IKE PROFESSIONAL U40WJEER OF C/) 7 RECORD THAT PREPARED IT. EQ _j 6 �/4*0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (MIN. f`­3122 D_si.) < C EQ /4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. Ve-3001) p.J.) M.S_ W/ 16, STORM PANEL MANUFACTURERS LABEL $KILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN R%3/32 t W/ 01 -10 PAWLIMTE FEMALE ID III, PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. comr. 1 17/6 SING NUT '7 NUT ACCORDANCE WITH BECTON 1709-9 SHALL 7/11. 3/32' WM IS 12 I/r -3WO P..-L) 7J8". 3/32* WIND NUT OX WASHER (BEYOND) Ill a OF FLORIDA BUILDING CODE ONE LABEL BE PLACED FOR EVERY OPENING. WASHER AS 12 1/2' D.C. NUT wpown (BEYOND) 44*0 TAPOON 0 6* D.C. C LABELING TO COMPLY WIN SECTION 709 9.2 OF THE FI�ORJOA BUILDING; CODE. q) TAPO%/0l AND 2- FOR PAN ATE O.C. D.C. THREADED 7/3*0 3/32' VAING NILIF A. 1) MI"UM,EMKDMEWT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4 Elm ?/8'p 3/32' WING NUT &WIXOM kODOWN 2*.4" WOOD PLATE O.C.'.4' WOOD > THRIACED Of PLATE WASHER 0 6 1/4 WASHER 0 (BEYOND) FEMALE 0 & PANELMATt PLUS. AT mowum WOOD PLATE PLATE WIN THREADED REOUM =4;� AT MIDIRDTH A2) MINIMUM DAeEDMENT OF 1/4"11 X 7/8' CALK -IN ANCHORS SIIAU. BE IS 7/8- INTO CONCRETE NO EMBEDMENT INTO OF PLATE Or PLATE #14-10 PANIELMATE P '14- ;0 PAWUAkTE PLUS PLATE _fig;XOO PLAIT 0 6 4 OC/4- O.0 ANY FISH MATERIAL SHALL BE PERMITTED. Q;;:C0DOO WALL IONTING INSTALLATION WIN MIN. THREADED 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4" r WALL MOUNTING INSTALL11TION WALL 4%0NG INSFALLATIO11 A' AT MIDWIOTH Of PLATE AT NOWWH OF PLATE INTO ANCHORS. WIN, SCALE 3/8 A.3) IN CASE THAT PRECAST SIONE, PRECAST CONCRETE PAWLS. OR PAVERS BE FOUND ON -.W EXISTING WALL ORgEpA 0 0 ALTERNATIVE 6AW TALLATION WALL MOUNTING IN511 ON 0 REGULAR. -PANEL 0 MMIA% PANEL SCALE S/Al FLOOR. ANCHORS SHALL BE LONG El TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SKAU L) NNIERMAM Mw '01 ALT BE AS MENTINED IN A.1) AND IN A.2). SCALE 3/11SCALE 3111 A. T11 p✓ REGULAR PANEL SN T1 _-0 SAFETY PANEL No. 44167 0 (9) TO EXISTING CONCIRETE Ell WAI� > SIT SCALE 3/111 •SCALE 3/8--1- \�E - --'N N FLORIDA BUILDING CODE (Il Velocity Nu cane zorl - 0 TAPCON ANCHORS AS MANUFACTURED BY I T.W. BUILDER. INC. FLORIDA BUILDING CODE (Ill Velocity Hwu one Zone)l 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A&D DESION LOADS FLORIDA BUILDINGCODE(High Velocity Nu cone Zone 1/4 WIVIC OLSON). RK, rp No 44167 WHOO IxIM INC. �/4"e X 7/5' CALK -IN ANCHOR& AS MANUFACTURED BY DEWALT INC. (rrI-1500 q+xL) F.P. - "I lot. UP TO .55.5, -72LO PST AND PALELY LEMON UP TO IllNo. 20 GAGE GALVANIZED STEEL STORM PANEL I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS; WITH &SO DES" LOADS 20 GAGE GALVANIZED STEEL STORY PANEL oft- WY; __# �I PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY EILCO CONSTRUCTION 20 GAGE GALVANIZED . STEEL STORM PANEL DRAWN 91. 2, FOR We WOOD FRAME CONSTRUCTION. *000 TO BE SOUTHERN IN PRODUCTS (F�2071 p.s.i.) GLOBAL PROTECTION Up 70 +5 -5, -72.0 PST AND PANEL'S LENGTH UP TO S' _11'� SATED. am S.. a, sy� COIN 14M SLI. 51 SOVIET SAW, MEMBERS TO K SOUTHERN am: - __ - '\ GLOBAL PROTECTION PRODUCTS' ILl SAM FU 3331. 2. FOR NEW WDC0 FRAME C_ 0.55 OR EQUAL 111NIE c� PIK MD. 2. 111 SPECIFIC DENSITY OF OM OR EQUAL PRODUCTS, Ll Or/39/2m111NIECO, GLOBAL PROT.EC'n,!.N M"CTS' LLC' N 111PIEC011. PINE Na 2. W1 SPEOFIC DENSITY OF A, cliammom 61 snw ONL 20-176 TILUT Its"" A SAW. FL 33314 We WANN, ARAWN, A P.SWE, DWAL FL U31 20-176 AsSi Al `. WWWAS, A. PAW& (W)SO-7mc rAR, (254xw-m7 20-176 "NORK, (96.MW-n4l. TAX, (M.)M-gM no ­Nx a" -AP I VIAL P" --- OWNING- Sz.'-sw"'Uw_'wvE _QQ BRANDS, A� -I OWNING ft C. I; .,Ram CA-000671 #10kor wN.1=wwA-YE WALTER & NUJT 0.. P.E. ONES, IS of n NALTU 11 i �_Zm_ WEST, . a, 36 1 FLORIDA LW 1 +411 11 w n Mae" COMPONENTS FOR SERIES 2000 A 1000 E-Z HANG STORM PANELS (SCALE 1/2-l) 13.1ee' (TOTAL *WIN)-- 2.250-7 9- 12.500* (EFFECTIVE WIDTH) 2.250"--1 1/4* __ _ - _I_ .350- i -1 2 _500' TOP, 2.244' .07'3* TAL 2.000 IV',e 2.B57' Dow TOIL THICK QNUVANM SIM HEMMED 'Y". ASM A-03 HEMMl 3.500' EDGE BETAS ki 2.500' 2.244' All GRADE 50 MINIMUM a- ------------- *-2-470" (D STORM PANEL .250 -- Z110- IF REVERSED "h" TRACK O3 REVERSED "U" TRACK W/ HCAMED EDGE. 13' .2 J .12!: ISOMETRIC VIEW DETAIL A 2.000' 2. ROUNDED CORNER 0 ENDS OF PANEL'S 125' END UP W1 HEMMED EDGE .750. L (N.T.S) I.25' 2QD0' 'J" TRACK OS BIER PqE ER 2"W(Ml ALUM. ANGLE 4 125" $04l Mum. ALLOY 1 750' 065" (TFO) A % A No. 44167 FLORIDA BUILDING CODE ll Velocity Nu can* Zone)l 3" .750* STOP BAR OF_ ...... KwOIO TILTIRM AN, 20 GAGE GALVANIZED STEEL STORM PANELaRWN or. KATc 111NIECO.... GLOBAL PROTECT" PRODUCTS, Ll (2) 3"W(Ill ALUM, ANGLE NA 31 slow 11, LONG 6063-75 Alum. ALLOY TICIFTINKS IS Nex 16tg. .= _'=M n-1 DWN OWK. FL. =I. (9,M)WOR-M, 20-176 w rr CONRAD, NA PE. EA/wNATWOAdE NAU" NI arm wwTea saw In IN, a /24 ' Sam pa.r SINS V/24 No r4�/24 4 v/ an W/o V 1 0 Mm 2 BELOW) 3' Max. 2'/24 Ill 1 */24 4 S A' 2 [<j)(CGE Art 3 ex . I- FOR CONCRETE ANCHOW SEE I* All Max. 25, SCIIEw or im SOCTKM ON per 26 - _(SEE CONCRETE AICHORS, Ift. I- MIN. AT 2 1 _`ALS_ yp- 00 OF I/V I L TH, 11 T­f�. T __1 I 1 40 x -L. --T Go X (Ivliil PPHEWWITIVOR ARM j A PANDj (00 ANAM) (END F ( SEE NOTE 2 3. 4 BELOW I 1 SEE I BELOW, ism NOTE 1 4 0" Ill NOTE 4 NOTE 2. 3. 1 BELOW L III w 1 4B0.. `AWLS MWVS. IN . /4' L L LI 11 t J I i 40 2 1. I I _T ILL- I L t 1-1 ','1 it I-Flril I Ell 11 PAPIELMATE cryp) • SEE NOTE 4 MOTH••• 3 L-3- 3. W.. FOR CONCRETE ANCHONS, SEEIKI 7 MAY K UDCATED ft 25. MR WOOD MY, AT Do OR Ir ilLwlw) na" SEE SOCTRINS OR SHEEN 26 INTERIOR PANELS_,r ZDr 3 .00R(Z)w/ Oft N/011).07 TO K INSTALLED AT EACH Z.-LSALMAYS BYE TO BE 01STAU.[D AT TYPICAL ELEVATION FOR S ALWAYS BE PROWOEID EACH TYPICAL ELEVATION FOR NEAR HANDLE TO FAMffA E P=T& REAR HANDLE TO FACILITATE ZMIZ IF I TO I I I IF WENDED TO BE INSIALLED "NEW DAM OF STRUCTURE. Ill HANG STORM Pill T15Y-SITMEW INSIDE OF STRUCILIM E-Z HANG STORM PANE'Llft& Rau ww - r w" 7 1/4' -. GAP I/.' Mew CAP w V4. ft.. CAP (if T-'Oe/ OR (0.0 'I_a SECTION A -A SECTION Ill SCALE 31W ScAs vw - I - NOTES (1). DEFINITION OF SERIES TOM: E - Z H" STORM PANEL SYSTEM CONSISTING OF PANEL TRACKS AT TOP S: PANELAIATE PLUS OR 15' LONG (1). QLENMM_9E_SER95l E - Z HAND STORM PANEL SYSTEM CONSISTING OfPANELa jrAi BOTTOM W1 PANELMATES, C-L TRACKS Top " BOTTOM (2). END PANELS SHALL ALWAYS BE CONNECTED TO NO ' ' BY ' OF (2), (rS:�r SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATES OR, &CgSED21,-1 IS V K AT �". DID PANELS BE to / PROVIDED AT TOP OF SUCH PAWLS. SHALL K CONNECTED 2W/4 S. W/ 7/?0 UMEESCREW INTO TAPPED (a2 US WING NUT ON la(20.3 , D E� AS (3). IF END PANE ARE CONNECTED TO BOTTOM SHALL CONSIST OF DESCRIBED ON 3) E OW). C'M THUMBSCREW WITS TAPPED IS %A&/.- FM74M.ATIF1 TE COHEIR OF OF TWCEW (3). FOR CASES WHEN END PANELS ARE jW=JEW "15� LC;&TW%.q) AT FLAT FLANGES OF END PANEL END PAN" ARE NOT To X STOP BAR EXTERIOR PROVIDED AT TOP OF (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP W (Mr. 6 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). MR INSTALLATIONS WHEN END PANELS AND SOME INIMROR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE. CONNECTION W NECTION OF PANELS MOUNTED TO EXISTING SILL *91 MEANS OF PANEINATES, ONE INTERIOR PANEL To BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. MAY K USED joiNTLY&Cza AT sol ArrAcHow BOTTOM TRACK To WALL NG A W/ TWO PANELMATES; Im SHOWN ON ELEVATION MID w/ -1 24. SEE ANCHOR SCHEDULE ON SHEET 25. To (5) SEE SECTION 1'. 3' A, 4' ON SLEET Min EDGE DISTANCE INTERIOR PANEL USED JIX�L Lva EED E COZECIVIS BY ANY MEANS. TRACK INV41ED SUCH ELS I BY CASs, %49 PANEL) HAVE THAT ADAACENT PAN LETT A, RIGHT SIDE OF 7NNOM"OVERLAPS RETAINED INSTALLATION �.w Z 4 MAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK mIaMW 4 =="Max w sarr a" 4 CA:'M4%1� am COAL I 7 5 5 WARY• -r- Ux. %R71* IV .......... 9 2C.EMU rwSEEW _ MR uv� sOVANTO. I SEE SONEDULE I --- i FORMY, MONARITIO" 1 MR Aw SEPARATION- u Snll Wx . caPr ONDRUIP Own 0~ ?a Gum. 1'/air 3 It ED/Cxx PxW canaaa -PNv' C"' __I I _'Nml ISO EQ ON "S" NEWARK` IT =Sr Ruxt I SOON) + em 0' _w" SPIAN!"I'm NOW SOON) Iwar, a) WALL M D'= MOYNTING IRM (Ax. WALL J"MOUIm" INST. 0 SCALE 3/e. I FLOOR TO CEILING NITING INST. MOUNTING INST.SCALE 3/8-1- &.100 SIX USE At TOP a Laos F F= M�� SECTION C108A SECTION 4' SCALE: I/Sl SCALE 3/0.1- 0001#01116"1" e�tVk A. Ti 4 * __ _lL or AND. Ill STO C" .4mlAft � ON INSIST IS . ........... Fl 0 UP 4. BOTTOM NDLWNM CAN IS COM&ED N ANY WAY TO SUIT 1 I NO. 4 . 4167 FLORIDA BUILDING CODE (Hill Velocity Hu Gone Zone)l Ll ANY INSTALLATION. IS em" Y"El INC. "a GALVANIZED 1 ei% STATE a z`rAL STEEL STORM PANEL TO DRAWN IS, OffAIL I SCALEIlr . I* I VON sHv IS) PROTECTION PRODUCTS. LI.C. 07/N/° ..... GLOBDOE: AMID JLR. 51 sww -Z DARE. VIP.:,(WIN --- INKINE, (�)�7G.L � CRA, A-Z IL =,. M 0KNXWRl 20-176 ORNAIND IN I; P.E. SEOI/SIDNATUFS/DM A'.. P4 CD a) _C__ U) 0 e< `70 co 0 DAN. ca Lu z SHEET N0. SH 1.2 . III A w _ _ - __ I -"I I I I t IIly' II 1111 I }. > H b , ftl. • ,-It 111 3 [., 4 WH.. 1• •A MAXIMUM AS.D. "M "MU "'. N /eNYUTM SEPARATION - m MT) (SEE ) CONPld��lON SECTIONS .66.0. -75.3 70' OR LESS 2 9/ir BOLTED • 1'. 2'. 3% 1Te. 2111 A 31W .66.0. -75.3 70' OR LESS 2 7/8- BOLTED - A' a 4'1T • SOLTED el FROM 1/4~BOT10M a A M.S. AtMOCNVT AT OVERLAP A,401E a PANEL LENGM MEASURED f H• •k :N..7H 1 - _ IA• ,1 4.Ail I '7 .Ml•� 1 ! 3 \._ i 3•.. i.:l. .I..:.H T ML,...H l:l:iIK sir MA)UMUM DESIGN UkOOM 4NOi0RS SPM116 FOR E D - 3 1/2' - APPLICABLE TOAS.O. ANY MMM"?XN W THU MAXIMUM PANEL LENGTH 1' (h) PRESSURE RATNG .1,1. TA•OONS CNLX Al PANOL AIE FEMN.E D PINEUMATE PLUS m IXINOErE m tanCJETE m mNEaTr ro wNa[1i 12• N/A 12' N/A 12' N/A 12- N/A T' A 2- (TOP) it' 3'* 10' 3' 5" 4• 5' 4- ' (BOTTOM)+ 12• 3' 12- 5' B' 1. 8• 6• 1• BOTTOM} 1 44 N/A N/A N/A N/A N/A N/A 12 1/2• it* 2' (BOTTOM) 66.0. -75.3 7- N/A 6 1/2• N/A 4 1/2• N/A 4 1/2" N/A 3' (TOP) 70' OR LESS 12• N/A 12• N/A 9 1/2- N/A 9 1/2' N/A 3- (BOTTOM) 12- N/A 12• 1 N/A 12• N/A 72• N/A 4' (TOP) I 1 12' 6" 12' 1 9 1/2• 12" 11' ,2• IT' 4- (BOTTOM) •LIMITED TO 611.0 D.Wt, A.S.D. DESIGN PRESSLOM 14AT1NG. 26 FOR ANCHORS TYPE k SPACING FOR R6TANTIONS KID WOOD • SEE ESHEETBUILDING FTWE 9LAMCHO MD IpNw [DOE DISTANCE ARE ROKGTED GN THIS WAIN ANFOR D. LESS SCHEDULE. oXr$P FOR Ea LESS THIN IN SCH IL 9GEIII FOLLOWING REDUtt AmNOR sPFOR1G M YUL1 w*m 9PACNG SML GN 5179DWRE O 11E 0USI G FACTO FOR Ins E LESS T ro MI MUM Sl i 01DID M FOR (NONFD USING FACTOR SHALL NOT O If35 MAN Yf1611M SPAONr IIDHGIEO FOR FAIN ANO1a HYPE AT Mltllda lD7FN0. Moo= Tor //414 1/41• pw t/r. 1/41. p - - _ Twim pA1D14R Ir MIaIOR !Yams 0.) 3 3 3 2 1/2 In I.aeerAHv OIK,s.Y PL) M Ar-1 LI�eY L) 9AI J J 3 3 3 J I/2 3 1R 4 IL71RL fd CIE immice f1111011 I ,/r =1 -a - ,/r - - J• J• Im Im .w 3, 777777 - m tm 1 1 RIND REQUIRES MP.. DISTANCE BETWEEN BOTTOM OF PANEL 1 / D ®m BE ,/x• rM.. 1 1 ++ REQUIRES Mi •STANCE BErvium BOTTOM Or PANELII AND 0 To BE 3/16' 3/16- Mo.. Gnl!GAIUCWTC cnR REGULAR IFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1' -._.-.15.125• (TOTAL WIDTH) -.- -. -- ---.-. --- -- __ - - - - - -- - --12.500' (EFFECTIVE ODIN). - _---- - - - . -- - - n93' I/VtWZO p• _ I - T -.in50' - .750" -. SS SM At Cl -_. .._. ___ __. 6 I/.• VYP.)---. -----• .3742L..,23'_ m 4NGE • 6 ,/4- 12W 168'+ T O.El IOC) t00• .500• .- 1330'.-. r 1.3501.500' .250'� / L'L 0.Q24' AN. THICK �'S 1.671' 6 - II--NEMMCD J.J7S' �• r�, -EDGE .. t.sm• ,1ALWRm STEEL '_,i ASM A663 TYP.•2.m0' .08a'- ISDMI15' GRADE 60 \W6MTM HEMMET) , 2.125• 1. _._-.! _ (- c-60 GN.v. - EDGE L-I.S00•--J JII , OW --OCTAL A __/ - _ - TYP.) (�,�.�1 Q1 STORY PANEL 1- .375' 1.356• '---1.3S0•..- OETAa A� 1 _ - 2.000' -- -T PANELS SHALL BE R6ALLED ALWAYS-._--_-2.367•. .--.-. TO or�"Ja ( 'H" HEADER (3 VFW TRACK (4 ANGLE WITH STUD AST END A j -: 'R TOPEDGE rALV024- ( in.) 0.62a• SITE EL P HEM END /1° ,375' ..t7o W/ NEIINRCD l7/oE ) �r PNIEL r �- 40.05' Wo.aw . - r ( _- _ 200 i -CI.6255 0375• IIN 0.250•• Q ''- -' , a0, • 62S• -. OUP, . ! --- 2s5o - I 11 ISOMETRIC VIEW DETAIL A I'.-. .s7o '-°"'a 15 OR (90 -- • 937 1 _.:7` N ROUNDED CORNER O ENDS OF PANEL'S 1 - t - - aL1 -. END UP W/ HEMMED EDGE. L .-. .625•., .12V .-2.37e• (N.T.S) .375' �- 'Y".DOGOMA1 jumimi I I OF 2.500• I - .091• 067• I. 5) KEY HOLE WASHER --- 3,750• ow.) -jj- u _• 31O5-H154 ALUM. ALLOY © KEY HOLE AT PANEL I - -' - } .072' Ls�� •SEE SHEET 6 FOR AmRDNK 2.1 Z4• -• .750• - .013• U MRATO O IF SLEEVE LOON 5 1 I•. - . I .09'. _ ,- 125' 1.. ONLY V.MID FOR WI ALUNT,ONS MID 1250' .375' O SLuF�EyY�E�p�yf1ST } I - (�) I "' WOW ""A"U"ES. 1- - I 711oo.-.LrEISEAA.6 ,. --- -__. __! 2.000"-...- 2.000' 3.750' .-. -ItIJ' A MIST -- � 125' I.Om' -_._--2.348' .--. I-Ale- O (7 REV. -H' HEADER © 'U' HEADER N I- t 1 - - --- T' MN. TO 5" M... _.__- - ® 'SLEEVE i' MAX. - Dam --- 1 LENGTH /O �� 11 'J' TRACK 1�2 PANEL HANGER 3.000 AA,A4/•II•Ir„ J74• Sul- -no - - _. , - -. a`+�Z�A A. T!i(''YQ/'ky,, j�f 4 � _ - _ a061- ALL 'Es .•••..••,.•✓,O (USE ONLY FOR E-Z HANG STORM PANEL f _.i„• .658' ' - a70� - '275• 062 _ 4-•`y�P:' JCEN '(• •.•T SJ, SYSTEM) 6053-76 ALUM. ALLOY _ _ I.. _ - _I - - I -_--• T MYN } ,�,/(J No. 44167 ' FLORIDA BUILDING CODE Non HI h V,Heel Hurricans ZOM 1.671• �• p p ,,125' 250 ,. 123• 'G.3•--MNo�MN•(l � {j = : es6m nr6:o. Nc. 24 GAGE GALVANIZED STEEL STORM PANEL DWM'p:t- S.Om•r-tFR. - ) 0--) 120, Oso -, y - 2.OD0'- - 1 IT, P L _ .._- SEE SECTIONS - - - - -- MAN,• i -. ' O :'• .L(} 9: c7lP/IW6v�� (L E C O IEEG. r PROTECTION PRODUCTS, LLD. RARE F �J .Ww 1. 51 MEET .204'd' / �. 'AAAHaAt4' --A,-AAA- k•M.PW n »,•. DAME. n mu 20-175 N "'" : o°E -cA-DO W" , w ^ -,M s-tb.t1 - ! !! rAx nroA>,e9 6m 1© BUILD -OUR 'F' ©4 BUILD -OUT -F TRACK 1 S 3 � WASHERED WINGNUT ,..,., a•mO r G OWr71I m H . TRACK ANGLE P.L &IA/•aau a/w1E (IANAC 3 ALLOY) WnA A 7Wt - FE MOi III ,W INSTALLATION DETAILS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANEL In INTO EXISTING WOOD STRUCTURES I/4•. LAG SCREWS • 6. O.C. W/ '/2• Yi• THIIUOD PENETRATION - '� V'i" LAG SCREWS • 5' O.C. W/ .000 - �0 EXISTING WOOD HEADER (3) Mn. 2QUI ED 1/2' Min THREADED PENETRATMXI HEADER &Ie/VIED 'To EXISTING WOOD HEADER. ' : FUT OR OH EDGE - 4 C­ 0'.., s.us. • FA d0 OF Q li 4 c 1. /,4.,• s.kz T / • FA END OF Q k S A ,I (SEE DETAIL 1/24 k k III H NOT[ to BELOYN) W W) a -K 3 5 � r E WOOD OR 1 K SEPNNTIOM ,/ xSEPPARATION 1 ,/4-.-2ony. . ro GA55 7�•PWil3/lx• i TO GLASS. Y WN/L7n/;Fa3/32' 1 RING NUf e EVERY mAtAP 'J I CVERY OIERIM j - i i �I i K I r - D r I I N r I J r c 1 � x , [ - i � i �I- I o D 2 //4y. •' M6. W/ 1 4•.��W>h TEE FSEMALEw! n �1 , 4.-2�'NNmUTE ,A 6DDII) I T/6• Yln. 7NPFAMD N. PENETRATION* 12 1/2. O.0 1/4Y UG 5CREW'+ • 6. O.0 W/ �Ien (2) Yr4' 2 M:,1. THRUOED POIEIMTON • hA tEOURED I AD OTH W PLAT[ AT SERIES 200) a WOODpl ON EDGE J2), I14-,0 PANEENATE PLUS'r/ /D Do PENETPAnar • } • I'muffA LORE$• w Mn (2j r.1' WOOD RATE EDGE ALTERNATIVE 2"W ILAT OR ON EDGE SCALE 1/4'.t- ALTERNATIVE 1 "W SCALE 1/4•.1' 11 1. INSTALLATIONS ARE ONLY WWO FOR BURDINGS WITH AS 0. DESIGN LOADS `�� :i_ UP TO +66.0. -75.3 Pit AND PANEL'S LENGTH UP m 5'-10• _ - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SGUrMERN �E PINE ft 2. II/ SPECIFIC DENSITY OF 0.55 OR EQUAL s SR SPECFICA AID RCOAREMDITS fOR 0< DP BW Ai TOP AS `1 eELt As PMEt ,:oIWE'Ci,OH ro 1TccKs lF®E a A �. CAUSED DN „pop NNEMCR - ,OW OAR MOOD SL116 NSTI4LtTIDN TYPE oN 9,EEr SJ R10LHD AOIF IM trN K Nsr 111115 ITOP k BOTTOM MOLW14M CAN BE COMBRED W ANY WAY to SUIT ANY INSTALLATION, SCALE: 1/4• - I• I NOTE SHUTTER TRACKS NOT SHOWN ra CLARITY SINGLE PANEIQ{b IWailYlkMl1M AT TOP OR 8017'OI/� mm TRACKS n OR Chi * MAXIMUM PANEL LENGTH "L+" OR 'L-' (ft.) 0 MAXIDESIGN MUM A.S.D. PRESSURE IA. (P.m.) (+ I -) CONCRETE A WOW WSTALLA1D4/5 1 y L+ L- 2do 12'-0• 12'-0' 2so 1r-o' I ' -a• Ja0 II' --a' Io'-9' J5.0 to' -to' so'-o' 40.0 to'-?" 11-1. 410 9'-6' 8'-91 _ sa0 - 9'-1• r-4• _ _ Sao W-J• r-r _ m a'-o' r s r-4• _ r-o 70.0 75.0 1 7--s• 6'-TO' 00.0 1-21 6'-r 83.0 r-G• 6'-31 00.0 6'-9' 6'-2• s3 D s'-s• s'-a' /00.0 6'-5' 5'-11' 105.0 s'-J• 5. 1' 110.0 - 3'-r 113-0 - 5'-6• I19.s I- 1'-3' OT 4-11 ,XG _ 1/ MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 MAXIMUM AS.O. DESIGN PRESSURE RATING (Ps.l... I I. R -) CONCRETE A WOOD 16TALUTDNS 1' L+ I Lr 2aO 14'-4' 1 13'-0• no tr-Io' it-Y Jao to,-r 310 Ii .110 s'-2- tl.0 a'-r _ Sao N., a'-2• _ Sao r-s• Rao r-s• Rs.o _r-2- 7a0 6'-)I' no 7--2• 6'-8" e0.0 T-0• I'-,. a.0 7-0' S'-J' Soto s'-1• ii 95.0 C-7• 3'-To rOD.O 6'-3. 5'-7- IOS.o r'-3• 3'-4• 110.0 I- J'-I• r-ro• n9.e 4'-S' MINSDM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH woo SPEED 4 170 m-P.h WINO SPEED > 170 ri ('n) UIRLSTRAIED I RESTM/ED UaRSTRA1ME0 I RESTRAINED 30 OR LESS 1' I ,' 6' >33 To 90 r 1• 7 1/2' 7 1/2' >90 To 14s I' 1, 7 1/2' 7 1/2' >145 10 i" 1' ,' - 7 ,/I' u1NIMLW PANEL LFNGTN (inl FOR ♦ GIVEN MOUNTING CONDITION -2,L3/4' 1RUe5e•4 M.S. W/ 7 3/32• KJT "" RnJ R1mK. POP W47 VOTH OF EVERY T/ LAG SCREM • 5• . C. W/ 1/r An. THREADED PENC,RATKON To EXISTING WOOD HEADER Y ©COIN F,s.r'sAs. II ,T-:• EA ENO OF E) I" (SEE OITAA 1/2. ! NOTE to B[LD-) _ - W000 NEARER REQUIRED5 ' 2 7/8' W, SEPARATION M ,/4i-20•3!•' - TO LASS SQEW W/ LA, r7iirNec wi i i EVERY oVERUR _ i 11 I 112 5 iIF i>x 'r 3 Z«e Dp 1 H 11 1=-- ill - ( 1 _ -t/4i- 4- KS. W/ W I 11 1.230 E1 t'/'e 2�W}p/lO4•I M 6 DAIYBVA (Si'E NOR to BELOW) Cw I'• LAG SCREWS • 6' O.0 W/ ,/.i /2- Mn, THREADED PENETRATION Mu•_ (22) �2•t1•-'� ' I.Q - YW 2•N' WOOD . PLATE REOURED . Y RATE REQUIRED FIAT MT a ON EDGE BUJL%E�TINC ri ALTERNATIVE 4"W SCALE 1/4--1- 2/4 3. MAX ANCHORS (SEE SCHEDULE ON I• MIN T- __ - - --- SHEETS 9. /0 ell) - - - FLORIDA '4'0 LAG SCREWS O 6' O.C. W/ /2' be, THREADED PENETRATION EX51M WOW HEADER- 1/ -,- 2 hJ 4' Y.s. M IE/ 0 12 D.C.wNG NUf • 12 O.0 4 Ow,,. p.w SAS. e EA END OF lo ,SU DETAIL 1/2• k Wr[ TA. BF -f � i1 i z ,/4••-2W/ _ u fM/6sG.TIE/W w% WY/G''3NUT32 I • i I§ I 3 l>x I 1 1 k i9 M r 1 ,/4••-M.3/4- .S t/ .-20.1,•.' V.S. A/ 7/6'a•T/32' WR1G KUT • ". 0 C lK SCREWS • 4. O.C. W/ MW T,HREADEC PENETRATION OWHORI OF RATE 1/4. 3/4, 4/5. 5/5 & 6/5 1 W/6, 2W/6, 3W/7 & 4W/7 3' MAX -- - - - - - I MIN. e e r--7--T-r--r-r-T-r-I r --ram . Or I I ,, � I f+I I` �� ] I I � i I I-] lttl- � - ,; - -][ -11 ... L ---- .1 i i fi- T 1-(- t 4 r j �UBBOLTED PANELS (SEE SECTIONS AS .P- r -_� - - - / I BOLTED PANELS W/ 1 N-20.t- S.S. M.S. BOLT W/ ( O ELL OAEAWI I I APPLICABLE) I i I 1(SEE SECTIONS AS APPLICABLE) i I' l 1 . I_ 11 I l l;i l i l l 1 1 I 1i11 � i 1 ; „I.; �i TI Wg D.M.. 3O. ®._ - IJ '1 � I - - - - I I I I - J -- (- ---I- ® Or ® - J YAX - _ • 0 0 e '- - _ _- _ 3• /AX • 1 1 MIN' 2/4 MIN. 1 /4. 3/4, 4/5. 5/5 & 6/5 1 1W/6. 2W/6, 3W/7 & 4W/7 -- - AHCMORS (SEE SCHEDULE ON SHEETS 9. TO Alt)-- ---- - REGULAR STORM PANEL C1� ELEVATION 2.687• N.T.S. I 14II (mom.- GAR -L (A(ION. Q4AM-I-NSXE MILM • ASS-jjp3• TRIAL. 8 MD -OUT T(� MECT T- - YIF, ANGLE Y Twx. eor�nm MOUNT HEADER HEADER ANGLE TRACK . C'LOSU&IS - I DIRECT MOAT 46' 32' 32• 35" 55' 1 50' 1 50. 4 I IS•X/.5- SEW ANGLE 35" 32• 32• 32• 42' 1 36' 1 38• 3 Y TRACK SS' 32' 3Y 42• 6r 60 60' 1 W, r T' TRA '�E so• 32' J2' 36' So. Sit 56• 1 50' 32' 32' 36' 60' 56• 56• MAX. GAP T�D I SECTION A -A --rO N.TS. "arm (1) L.: MAXIMUM ALLOWABLE PANEL LOOM FOR A GIVEN POSITIVE ASD. DESIGN LOAD. L-: RAIL ALLOWABLE PANEL LENGTH FOR A OVEN NEGATIVE AS.O. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENOIM OMEN A POSI11VE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH t.• FROM SCHEME - ON" A NEGATIVE ASD. DEIGN LOAD. DETERMINE YA10WM PANEL LOOM i-• FROM SCHEDULE FINAL /AAXNARA ALJANWBIE PANEL UNGM Is EOUK To THE YBasm ormemmiD PANu LENGTH BETWEEN Y.' AND 'L (3) SEE SCHEDULE BELOW FOR MIN. PANEL LOOM FOR POROSITY QUALIFICATION. INSTALLATIONS INTO WOW ARE LOVED TO t 95 p..l. MAX ASD. DESIGN PLESRIRE RATING ` T7 9. 10 k 11 FOR MAX. ASD. DESIGN LOOS A, YAK. PANEL LENGTHS FOR SPACER Q 5 USED. If - V"Cry,S '. v $ FLORIDA BUILDING CODE Non High VelocityHu cons Zone) Ili: . .W.' O,,Fs.. e o• 4416T i TATE OF K am--` --�U� ORID+A •�4E�' ,j�i�0lul • iii .., V\ i � . . "LlEc W. 24 GAGE GALVANIZED STEEL STORM PANEL pw,FA GLOUL. PROTECTION PRODUCTS" U.C. mVA. FL 3MII FNaE: tIa)rn-7su FAA. Iii-1.em 6i aM .r Lr R. a ,WNW M4IW�A N� . H-" . 0-0 Ala.. F. , Kao - .M.w-L 1.1i[A A T►1I P..I PE N 20-175 DI WNW w -' 1 TUIa/Ml[ au ,s-- s m 3 or 1s GENERAL NOTES n FWAB ■AW .T •MISTY k E- MYIa xfOil S'6/E1� (C) TO AISnur. fMN SPECIFIC.FUVITY - 0 We u 1., I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P ED.) HAS BEEN VERIFIED FOR COMPLYNCE M ACCORDWCE - ,/4•P TAPCONNC ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEK. INC WITH THE 2O20 (7th EOITGN) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - /14-10 PANELYATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURER BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MWDU e-DE / BROW'ARD COUNTIES). - 1/40 LAG SCREWS PER N.D.S. CODE OR BASK DESIGN LOADS SNAIL BE DETERMINED PER 1 OF Y . F A WINO EEE WINO l AS SECTION 609 THE ABOVE MENTIONED - 7 16'I . 8" Y1000 BUSHING. AS DISTRIBUTED 5 0 TED BY ALL POINT SCREW. BOLT k SPECIALTY C / / DIAL 0 . FOR SPEED AS REQUIRED BY THE JURSDCTKM WryERE STORK PANEL WILL BE INSTALLED. AND FOR A DRECtIONAUTY FACTOR KD-0.65, USING ASCE 7-16 AND SKALL NO EXCEED THE MAXIMUM (A S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS WALL BE 1 1/2- AND 2• FOR ELCO PANELMAIE PLUS 3. 9 THRU 12 A 17. 18. AND PANELMA E FEMALE D. N ORDER TO VERINT THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOAD" DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N CROER TO COMPARE THESE W/ MAX. (A.S.O.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. N ORDER TO VOtIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE N ALLOWABLE STR� FOR WIND LARDS WAS M9i USED M THEIR ANALYSIS- FASTENERS SPICING TO 'MOOD HAS BEEN DETERMINED IN C.J) \MA4 EDGE DISTANCE OF LAC SCREWS. WO WOOD SHWy BE AS NNDG TED N TNIs DPAW,NG ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/8'. 1/4• 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS /0614.01-01 AND 00212,02-09. AS SHOULD STUCCO EXIST, AND I' MIMWM FOR WALLS WITH NO STUCCO. PER SSTD 12-99 & ASTM E 330-02 STANDARDS, AND AMEMGAN TESTING LAB SOUTH FLORIDA REPORT 1T 1123.01-I0 AS PER TAS-201 AND TAS-203 PROTOCOLS, µ0 AS PER CALCUUTDNS PERFORMED IN ACCORDNCE W/ SECTION i6p4 OF THE C.5) IN CASE MET PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR .000 BOAA05 FOUND ON THE E%ISTNG FLORIDA BIILDMG CODE WALL• ANCHORS SAKI !E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL SE AS MENTIONED INC.1j, C.z) 4 C.4) 2 ALL ALUMINUM EXTRUSKWS TO BE 6063-T6 ALLOY AND TEMPER- (UNLESS OTHERWISE NOTED) SEE SHEET 2 (0) ANCHORS STALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF TIME ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM MEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INSTATED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS a 4. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-553 GRADE 80 MINIMUM. G-60 GALVANIZED TRH 5) EXCEPT THAT HEADERS®&® SMALL NOT BE USED, STEEL DESIGNATION W/FY- 921 FWH (AFTER ROLLED). 9, R SHALL BE THE RESPONSBIIRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 5. ALL S. w/5 TO STEEL A CORROSION RESISTANT COLTER CARBON STEEL AS PER DIN BULDNG& 3TE AIS SERIES D IL TH SOOtB W/ 50 Wi YIELD STitENGTII µ0 90 ,w TENSILE STRENGTH AND SHALL COMPLY w/ FLORIN BUILDING COOS SEC7,ON i YIELD STRENGTH 241, 33A TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1, 2, 4, 5, 5 AND ALTERNATIVES 1W, 3W & 4W ON SHEETS A. 5. 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE WINDING INSTRUCTING OWNER OR TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AST 304 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PMODS OF HURIW-" WARRING. 7. ANCHORS TO WALL SMALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/GAALX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDi TO PREVENT WND/RAIN INTRUSION, (A) CONCRETE TQ_ IXISTING POIRm: - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEX, INC. (Min. Fc=3192 ii.s .) i2. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONIG REGULATIONS PR TH T T T - 1 7 -I iRED BY E J111N5OC ION WHERE PERMIT S APPLIED O. /4 .. /a GAtx n ANCHORS. As MANUFACTURE BY OEVNK INCHNC - 1/4•I . SOLID -SET.-; ANCHORS, A5 DISTRIBUTED BT ALL POINT SCREW, BOLT k SPfl3Altt CO. ( 300 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION 14 0 PA14E0 ATE FOR A SITE SPECIFIC PROJECT, i.e. WHERE tHE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 14-, P T A D PLUS R CO CONSTRUCTION PRODUCTS. 0 ANEIMA E FEMALE D ANELMATE LU ANCHORS. AS MANUFACTURED BY EL - 1/4-0 ZAMAC WAIN ANCHORS. AS MANUFACTURED BY DEWIALT, INC. (b) CONTRACTOR TO BE RESPONSBLF FOR THE SELECTION. PURCHASE AND WSTALLATON ACL'JDING CAFE SAFETY OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•. 2- FOR ELCO PµELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDTIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S. THE CONTRACTOR'S RESPONSIBILITY. 1 3/4- FOR ZAMAC NNUN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID rF MODWEO. A2) CALK -IN A, SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1• MINIMUM FOR WALLS WITH N0 STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (Er .O.R.) FOR E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE MIT WITH WING NUTS PROPER USE OF THE RE.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL SUBMIT TO 110S UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) IN CASE THAT PRECAST STOVE. 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 SEHND SUCH PANELS. (I) THIS PIED. SHALL BEAR THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A7) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT. (a) TO EG 1 COCRETE BLOCK w6LL A5TM C-9D 14, SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4• P TAFCON MNCHOIIS AS MANUFACTURED BY I. T. W. BUILDER, INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 Or RORIOA BUILDING CODE, ONE LABEL - 1/4' • . 7/3- CALK-N ANCHORS. AS MANUFACTURED BY DEWALT. INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE FLOIOA BUILDING CODE. - 1/4•0 X 3/4' SOLID -SET ANCHORS, AS DWRSJTM BY ALL POINT SCREW, BOLT & SPECIALTY CO. - 114-10 PMIELMATE FEMALE D AND PµEUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P'M',.yp7`I-M' IIMMI LA - 1/4• / zAAIAt NOUN ANCHORS. AS MANUFACTURED BY pEWAIT, RNC A� ' G� T( 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAAAAC NAUN ANCHOR, INTO THE ` CEN � .. : s BLOCK UNIT SMALL BE 1 1/4•. FLORIDA BUILDING CODE Non High VelocityNuMcons Zonk L1nv 8,2) CALK -IN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. NO E 7,'N644 7 ic e.1al nWw. eHc 24 GAGE GALVANIZED STEEL STORY PANEL "I. ,. STUCCO SHALL BE PERMITTED. 1/4• •-20 SCREWS USED SHALL BE 1 I/2• LONG MINIMUM SHOULD EXIST. AND I• MWNUM FOR WALLS WITH NO STUCCO. STATE y1 IL E C O STATEAL PROTECTION PROWICTS, LLC. 07/21p„� . Mlle 8.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR 9 F(ORI TIyRNW A [ �1c6 AM .Mina X. 61 AT- '�''•...... 'G ✓ .. 4•W ti An, ar rW Ne"Pea R mY RIME it 3311♦ EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P AS \� {, ,•-. THAT -� - fin. PN m-I•n Np,E. 2p-175 !�(M• FAH• (Sea)-IN-r»T �7s•A ANCHORAGE $HALL BE AS YEINTONED w B.t µ0 ,N 8.2 / ) '4'AAS ORAL es;' FA-oaa6T11 ONWWO NO •11nllMlll L1AA E SVL/DSHKtUR/WlE fY,TER A n1R I,. PE 1 sHQT K ,F ITT CONCRETE ANCHORS - (SEE SCHEDULE ON SHEETS 0 THROUGH 10) ED EXISCI.G [• EnULE (SEE Sf> CLASS-". ON SHEET 3) 1 1 CONCRETE ANCHORS i--- - (SEE SCHEDULE ON SHEETS 9 THROUGH Ili / ED E.D t , INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES N' POURED CONCRETE rnNCRETi OLD"DR CONCRP .0"D'""E i REQUIRED. I REQUIRED. CONCRETE ANCHORS 11 (SEE SC$K UE ON -,i EXISTING POURED ­(i) -H 7) SHEETS 9 THROUGH 10) . (. ) CONCRETE OR \'' I CONCRETE BLOCK 1/2. 11/4• r ,., I"• ,1/4. REQUIRED ... _. ---... -. _ I >I W _. --._I CONCRETE LILEORS N /� • I (SEE SC9 THROUGH ON-_- // I ED , I I SHEETS 9 THROUGH f0) , F L'J • •su- - W SEPARATION OOI'T-Nt) -t TO CUSS. i' MIX r(SEE SCHEDULE I PANEL LENGTH E ON SHEET 3) (E 9 1 IT f i [ O 5ox I OF .L. I I MAX. I .-tar %I - - H.A. I R� ( 111 f t/2' __ t 1 l i I!� ,//e.T Hn WIABDt HWAa - 1/ rLWODK TO sO "' a L �/ 1 I nn� ' V --EO--EO- t 1/••-21r LI. Y.S. W/ WI - I• Mx, - • ,l 1/2' aC ALTERMTE :,, LEG LOCATION ALTERNATE CONCRETE _ __OUSTING ANCHORS POIAim CONCRETE OR CONCRETE BLOCK REWIRED. (SEE SCHEDULE ON SHEETS 9 THROUGH to) f UTFo • N •1111ii1Yi EMI • . I E.D. - EDGE DISTANCE NOTE FOR COM�NMTION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E.D EXISnNG POURED CONCRETE OR - CONCRETE BLOCK t. REWIRED. CONCRETE ANCHORS STAGGERED W/ STUD' (SEE SCHEDULE ON SHEETS 9 THROUGH to) - ,/.i lh, ,/4 02 ', Rats I i I ' 1 i V --- '!s••-Sar -E 4 salt W M ED i 1 :T--- a / j M�DOlbO1o= _n��//. I 1 1 I I i- Me.. The, SEPARATION I l• M... t LENGTH (� SCHEDULE I (a E SCHEDULE ENGTH 1 (5� NEL LSE I ON SEEN 3) l 7( __ _ .L. - ON SHEET 3) I I T I - IT E7a5nNG 1 I I ,01 CLASS I I OFL 1 O I MAX. %/ i//!. I ED. /j I ® ,„-) 1. s d'... /2 1/r OC 1 1 AS APPIKAKBLE) J I -.. _ -I } (SEE SCHEDULE ONSi� ---. J = SHEETS 9 THROUGH 10) , SHEETSW/ ® ONLY WHEN SOLD % i SEE aCALK-NNC - O ANCHORS ARE USED A W/ WHEN -.. EXISTING POURED CO C -'EX CONCRETE OR CONCRETE O PANELMATEs ARE USED. REQUIRED. FLORIDA r � _ Cu O N � U N N CL O L- C .� CB V no , 0- Cn N C O ' a C O 6- ig (1)0 O Cu u- 0^ > .^� -0 E W 0 N > � O N Qm N A� CuLLa Z C O t� n r--0LNAY N p l� 4- T -a C An 0 Q -C C cn E C, - U a 'W �1 W 1...3 3 W > ,� .04 I -> /�/ w N E Q', r- x a (" C o Q \\�_ C J = rr{��6 T INSTALLATION DETAILS FOR REGULAR PANEL UC INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL CI) INTO WOOD ON DETAILS FOR REGULAR PANEL (1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES . - I SEPARATION 1 1) ALTERBATE CONCRETE - WOOD ANCHORS 1 _ - 1 ANCHORS LOGTON (SEE SCHEDULE ON I': � ,/.�H-m.,• 1C� tsE� i SCHEDULE,y'F/y Wpp� ALTERNATE LEG CONCRETE ANCHORS TSEE SCHEDULE ON EXISn/O FbUREp OOnOWEIE _ - - SHEET 11) ss�.Cn IAVO e0.n ' ON SHEET s) ---- G 4•"R•SCAM (1%1) I sTRl1CTUFAL- T - ZM7ITION ,,l . I -- EXISTING POURED CONCRECE _ SHEETS 9 THIVOUGI 10) j_� �I 9ATV • V4• cc �- --- ` IOwGNom -6') OF [X(sT)NO WOOD ` [SEE sGEDULE ON - OR CONCRETE BLOCK Y --- - t =- A SHEETS 9 TFROIXiM f0)� OR CONCRETE & � REPOR M. i _ - _ __ _ __ 1 I REQUIRED. �yyy��/ 1FJ6ATE LEG CONCRETE ANCHORS % ! , --I IXTSTRB'y )<.. -. _ - - } PANEL LENGTH REGISTERED ENGINEERDOR-�- E h../ I Cn }, EK*1 POURED 1 -'--EO. y LOCATION �, WOOD HEADER_ •✓ O -.0 CD [SEE SCHEDULE ON REOWREDJ _- 2 W000 ANCHORS _- t. -. iI I CLASS 1 I SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER -- _ j i/ - /i / // _.,• Ma - - ' ssm 11) 01 _ ---- - I SPACER / N f - -- t1iiAL6'O'OH TEN' "so,P aH CONCRETE REZ10 j SHEETS 9 TIROLUGH 1 / . . U 1/4 (SEE SCHEDULE ON ,�..' I f _-_. - .-gip__ __ _ T ._ ONN SHEET I�FpR INSTALLATION. WOOD ANCHORS ALTERNATE WOOD ANCHORS -- t' MA. j/ /�, ;1 , I I r(r NIAND / _ oi�i- -- t lsc lNEnuLE ON (S (SEE 11sCHEDLU ON _ EQ-Eo- ,� / WALDaOra e a (/2• -M_4• _. - __ _ 1/2 - WOOD HFAO G -- SPACER IT . .. (D (D 1 CONCRETE ANCHORS_ __ _ / •-- - Hn ,.- I i u nr u M"s. r � / r l , N - i r ER. ' IEa LENGTH 1 %1 A EX . '/4• +%P-SDI• u. na r/ Mo (SEE SCHEDULE ON // t I oil MAX,1/z k u ,p o.c ' / / K 'MAX. 1d __ ,� I ,. 1 REQUIRED II. I __ _ _____ 1 1WAX_ Wppp HEADER- 1/2• 1 1 SHEETS 9 THROUGH 10 I / 1 1 EO _ _-__ I 1 - - 1 REQUIRED WIT. .1 1 / Yr2ar _-- - - . 1 1 i IIN,a ban „ A14, 1lrK ,` I� I;, 1 1 t I i� ) 1 I EXISTING 8 1 11 T - HHMo Wan I 8 1 Fes. . 7 e I ,.- cc " / / , 11 i PANE LENGTH - IL � I - I _. _- _SPACE_ _.._I GLASS A 1 WOOD ANCHORS / I r • r ,p• oa 1 1 I / // ,, /j I I Y MINX. LONG ALWMUM SPACERS a t2 ,/z' 1 I / -I-' 2• I EIaSfINf�A (SEE SCHEDULE I I 1 I (SEE sCNEWLE DN }�. 1A5� 1 -O E D 1 1 1 I 1 O.C. (SEE TABLE /, ON SHEET I1.) Yin. 1 /��[ G 1 I 1 %/ ON SHEET 3 O L I t 1 SHEET 11) I \O . ! ® I MN. I FOR® 1 MIM- 1 I SEE ROTE »BELOW FOR WRATONS FOR MID 1 1 u Sa�N�n�-"�W�(A.Y'YA j i / I 1 TO GLASS. I O ! SCNE.M TO GLASS 1 PANEL LENGTH 1 I PANEL LENGTH i r / ISEPARAMRI i O -- I .-O > 1 1 v41-EO.,• %, ,, ' 1 1 SEDAtARON 1 1` 1 SEPARATION 1 1 I 1• MAX. I 1 1 z• LONG sL(EVES. E 1 1 1 i' GS nA 1Wd ON Tp GLASS. 1 ,!.'.-2er,• 1.. -.E R I 1. 1 A a / I (SEE SCHEDULE 1 Ipb-Tar 9 a (& 1 (SEE sGIEDULF 1 (SEE SCHEDULE 1 _� I (SEE sQffIX1tF H 1 sCN�ED-IRE I ,I.TH-m,• � ' 1 1 =- oW1I 7 - --- 1 G.an . I ON SHEET !) ; LL Dan R SPACER ; ON SHEET s) ! I AI u ON SHEET 3) L 1 Y(n. •A I ON SHEET 3) I ,I, PLUS (SMAEETESCHEOA.E EMALE ON RSII�T IMPANEL AM• 1 ON SHEEP 3) 1 L V. oH. a,W, 7�'1 O 1 I I SEC SCHEDULE Y (SEE SCHEDULE I 1 Y.., 1 ,A I .Rw ,MQ 1 SEPARATION I - 1___._ -_ .. 1'LAX' I - _1 _AwPANELHEDULn.SEE 1 1 SHEET 3)1 6eC Fa FIIQ 1 1 I L�•�,.( 1 O>� - __ - TO GLASS. 1 2'.4' WOOD - ) i1 PANEL f• (SEC SGIHEOUE ON SHEET 3) I i-MAXPA4EL IF.N0T1H l _ pR Ha w•FL L• IIpK. �' Hs - ii sari r I j7 Ha WVQ iil,Glt W' (SEE SCHEDULE 1 IFIIOIN aIR YfU PANEL IENCIH 1 I 1 Kn. ION TO OASTS. I.1ONSHEET3)-,,,! -- 1SEPARATNXN I ♦JISTI -1!I...._. ON SNEEr 3) R I... 1 IXISpNG 1 1 In,NN atl, T'-h EXISTING_; I PLATE REOUIREO 1I i (SEE SGEWLE EXISTI 1 r',�'00�[��E3) 1 TO GLA55. I i m 1 ... i_ _ _ I G1A55 _ 1 I - I ( ESGImue 1 I "-G•-1 iOL7 - _.-_]�� I H -- - GLASS (� I Sox 1 1 I 1 1 v DIRECT MOUNT W SPACER (---,A- - - .-v_ oN sHEEr 3) GLAss 1 - - --- _- - - w �t(sEE scNEDILE I O t _- 'V--._ ._- -� � T- 1 I - 1 / r - _- 1 oN STET 3) I oc I / I a i l FACER i � T i sox 1 L i o 12 I/2' o.c. ALTERNATIVE 2W' I /1 • - y. - Q OL I 1'- -_ _ _ L----.. * 1 �I J -- i AUK. /! [; / /1­11 Mi :> I - 1 f I _ (-j i SHALE 3/6.r R- __ __ - i - of 1 1 4 1 ® / I 5Dx J SEE TABLE 1 ON SrHEET 11 FOR WU( PANEL LENGTHS Q 1 1 L I `/ MAX. sft _. 1 I O 12 t C.C. GU 1," I -- 1 I ED j, LENGTH I O 1• It I OF IL EO - I MAX. ASA DESIGN LOADS FOR 1M5 INSTALUM)N. j '^`F i - - - MAX, I U 1 I �• ( I.'' '� /'� I MAX_ n! �i I- MAX, - 1 1 4 I 11 1/2' O.C. ( I '-- 1'- - -- 1 1 1 ' , •••-sat• I u N r 1 1 EI 1%2' CD _____ 1 I 1 j{� t _ 12 / O.C. ( _ _ _- _ _. - 1 _'vL tbNCRETE ANCHORS C I 3 1• i _ R O 2' - �. . -1 - _ �'iiAP San CONCRETE ANCHORS.. ® /� - ALLOWED - LTKKTIMC POURED `\� . \ c �` �`� (SEE SCHEDUE ON -/; - (SEE SCHEDULE aN - -- - - 1-. _ t f0 I _- ! _- ,1 ( ! O.G. _ __ IT I CONCRETEt'•`H' \\�\' / / SHEETS 9 THROUGH 10.'/ 2 , 8' LONG MAX.ALIIMINW- I - i' rD00 NO FINTSIHI - EO 1 EoGE of WALL OR suR SHEETS 9 THROUGH to) / ) �g / STAGGERED W/ sruo REQUIRED - ALT. CONDRION) i / ! SPACERS e 6 1 4' O.C. VALID FOR k L y ($EE SCHEDULE ON *IrAGU M NAVY K , 'Ir LOW F. I � 1T - -11 I • O ANCHORS I \:'� / 51ING POURED CONCRETE All DESIGN LOINS AND PANEL - N W eat 4• 3/1' EXISTING POURED CONIC LENGTHS PER SHEET 3. - SHEET 11) O) mauu mN a UMr= 10 A ONE STon 91EOIIt6 Mi IV-*' .. __ _ _ -- - Z•X6' W000 2'X4' rH00D PUTS WOW ANCHORS i� �' l 1 MV MIAN HOOF TIDONf (M6 a A 16nO=M FROM ANY -- - -. DECK SOARED CONCRETE µCONS \ �11 REpUIC ED. BLOCK OR CONCRETE BLOCK 2'.4• *ODD _ _. . � � 1Ktl0II: I �� -._ _ CK REOLIREO - (SEE SCHEDULE ON ( SCHEDULE ON - _._Ep -- -: // REOtaED. -"� 721t%2' OC (E TABLE SPACERS ALUMINUM a PUTS REQUIRED ', _ CIO 0- YI000 ANCHORS ,• MN IrAWAT1DN m Dues rOIGAtm 2'x4' WOOD I. (SEE SCHEDULE ON - -- ]/4 SHEET 11) SHEETS 9 THROUGH f0) STETS 9 • 10.) STAGGERED W/ STW oN SHEET 3 Lq WE IRmuCm m ,/•• a I - (2) ANrAORe OORb aR.dL00M.'OHOn M OMMLL IAn'rowa I a SHEET 11 Y --- -- - --- _ I (SEE SCHEDULE ON IRO AS THE FMLO R m110111016 N6 _ _ _ . ._ :'LATE REWIRED PANEL w1[ _ RDD DUAL BE !ICED MA sem A 6 1/4• aC SHEET II) cewik=. i (Im SHEETaDA &INDUCTION FROM 12 1/r at M01C MLOOM GN i -- MI. -.11 Em . QYWL� t» MAIL 24 WUE RWFL 1D16M a Wlm W M' A Nn OPENING 1 SCALE 3/6-/' SEC 3/N 1 3/6-1• (2) IMIWAM StOO, PANEL LDIGiH 6 (Ma 6 A IIO7.LT,ON FROM LARGER PANEL LEMM ALA® GN I B- °OtDkjm P 11).CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING WALL MOUNTING 1 (3) Stow PANEL Rana N .3 oMY I SCALE J/8.1 I (A1 , ,/s' O16 SPAGtw tOLiONENT hA OWL t AS IpG/ED GN I ALTERNATIVE 3W ALTERNATIVE 1 W Alto AN DST" .DOD FRAME WALL D QT s Ia1AlLN 0Y Or 11/r LOW $ft%= M ns Dar uMln ALTERNATIVEs/�4W M NANO FOR .LAD sas ,.: NI 3 AS SVERL1eT p ASIM SCALE 3/e-1 • L. B ■ B EMI,„ SCALE 3/8-1• N) NotgAATION *LID OILY ION wm , EWAOMO 060i. MOM 2020 (7W COON) OF THE FIOOM THIN 2 2 k 3 IV Ar1Y E IINNN �tEa n, riIM .EA A .Tit..W 1.ER A rq!/l - _ :: ' �yCENA : . NOTE FOR GOLLWrau_AT)ON OF SECTIONS: N0. 44167 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone y� ............... ' CEN ''•✓9 mom, s.. ' \)GEMS ✓� FLORIDA BUILDING CODE Non INUgh Yaloci NuMcona Zone) � *; V' '•. iLORIDA BUIIDiNG CODE Non NI h WloeN HMrHwm Zon• • • •• 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.NMIIO n1E06. eG FJ. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. z 01MD0 nI[eo. Ale. F.P. . * o702a nt[m. KNe F.P. 0.44167 t = 21 GAGE GALVANIZED STEEL STORY PANEL � N. NOTE FOR COMBINATION OF SECTIONS: DESIGN PRESSURE RATING (p.s.() AND PANEL LENGTHS �' 44157 ? 24 GAGE GALVAYTZED STEEL STORM PANEL p- N TOP &BOTTOM IAOUiNHNGS CAN BE DESIGN PRESSURE RATING (p.a.r) AND PANEL LENGTHS - q STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL a a i * * : * = * : * : * e COMBINED IN ANY WAY TO SUIT ANY AS DER SCHEDULES ON SHEET 3 9 ' ; Q NOTE FOR COMBINATION OF SECTIONS: = �__ - gM/1rM TOP & BOTTOM MOUMINGS CAN BE AS PER SCHEDULES ON SHEET J (EXCEPT FOR i _ _ W/r7/2M INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %,D•H;• "O N4i c z E.D. _ EDGE DISTANCE o'•. STATE OE - GLOBAL PROTECTKki PRODUCTS LLC. ) - 1L ECOINc. AL PROTECTION PRODUCT• LLD. MrE __ __-- L E C O 111N . UAL COMBINED N. ANY WAY t0 $CAR ANY ALTERNATE 2W STATE DF -� GLOBAL PROTECTION PRODUCT LLD,Om (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �s90/r' 'T[OR[OP '/ : -.. '' n • Mro S.r. I, STIm INSTALLATION. 1 O A% ------ T E No 2, /SPEC 41 /O - I L E C O INe. A ra N• t r a r•W Hlra n A7w• FL 3.t7I4 '' �' •• `�RIO • aG raOM INo OONPANr MOO 6.W. U1 SnaLT•� DENSITY OF OR OUAt.. pM FAHNAL'Z k ANY smw SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY •. ••-......•• - 4.0 20-175 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD '� to 4.v ..r. FL. a r a YrY uW"Ia n M1W OAWE a 3TJM HMI.. ' INSTALLATION. '4yW (Q �N Wr : Do 417 iWD . r- 1 W P1-1. Awe (w)rw7Na rAc (a.19E-E717 �O r e W (FTC .�� - -1 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S( Q,1�3� I� ao m- m . ram, j -.-.. PIN: M4>,s-7kM. FAX M4 20-T 75 AnwuAAN I ... Nw a r a- m ,a , � Z A ARRH�TE FA-000n,E or„-w DENSITY OF 0.55 OR EQUAL. AneMBll�rMi io-low✓o u-DSOs"/ �.1 'e.... mwe N. OA-OWV,t �r w sRlallo NN: ,NALTEI w 6 aFLORIDA i ., PE ,WLtLn A ie1X1 x., PE. NM ,7-1a M- PE 7LTIL/DDK1111E/MII t'u,mr•W ti , 20 17S .K -.- 6 ., 1R NI 7 M fll1E1 6 ale 4" t A ,XLB A. PE m ,F"W ssn 7 Lr iE J Ll SHEET NO. SH 1.3, - _ I I � - 1 - �� � ° -I _III �ll '• I � END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID -FOR -REGULAR, LIFE SAFETY & E-2 HANG STORM PANELMI SYSTEMS _ ,.._.- OR - « •O ~! •® 2' . 4-14 4e \ 1O11TE5 A• 2'.a' ROOD FRAME 8093CONT.A AI. - O & ® �C T tea AGE 3H'__2 1/27AW3%PwRED I GONCREm CONCRETE 1/0.. 1 3/4•a1EDcove4.\ RBLOCKEAL- OO 2. •GOO nMIMC - REOIAWD LIGROIN • 12.yI2S11' A�2 Z.4'FRAIL. lA7pD FwAY[ \_�OR® '^'- REOURED It 1i M9n nAACOH ANCHOR ( T' . 2• . WS' ro T[INIAR lEG IACA1,aN 1/ • IT' O.0 -- J01 HARES Z' . s' IIlS' COINR. I 5' Mai 97< L na 1 MW. NON[ OR 4e. S1 H 1 060' 3109-H15a 5t1EET POURED OD FRA E META RCONCRETE.W ( R 1_ TRIM. AW. �IIT vUIE RDCR OR x•.4• W000 FRAME 2'I a'Y.+2Y 7 (Mi O REOtMFD 3t03-Nfa 0R / 11 O 2 1/2• _ 2, - i To ALLOY 4 LA^' ' / CONE. AWL AN= Ya.. cm. tp' • botj 4' . 4" w t2' QG 3105-414 OR Nm3 T4 ALLOY R'/HYXNUT Cent AMn. ANG 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' SOUD-SET OR CAA- OR ELCO PAI'El31Aft 1 - _. /�, ,O POURED COIMaEIE,_,. _F1LSIIG URN AT PENILE O A10 1.5x -' POURED ::; OR OR 2.4[ WOOD TTOOPP s F OY NIt PA(LWTE PLUS (Y[ - (MN PANEL -. C911METE 81DCx VAPIES I I OR T'.4 e'DOD SHIES OF OPENING SCHIEDIRE W SHWEIS f. OVERLAP �. :OND� YN• 11000 FRAME }' M>'I O OL ® FRAME REIXSwD AS MPIL"JiE 10 • 11) OPENTG WIDTH) .P�IXIID CONCRETE. CONCRETE REOLRED Imo,_ `� \ ..;� \ •,. BLOCK OR 2'.4' WOOD FRAME e\ R[OURED \\\ I VARIES ' -Q •© "a O '- J)uw w/ ANCHORED FRONT . REAR FLAT TLANGES PIRM JEL TO 5, 1sa i 11LL (NEVER CVr ETD PANG x B.O. DISTANCE -�� H; T 1 . -J pNH4NNNN CASE G (PLAN) ____ �w/i-wm RLLM�WA�rq.4 .a:E13 A. T/(lr SCALE 1/4•.1- �I A HOOT ✓ VALID FOR DIRECT MOUNT INSTALLATION ONLY 6: •rnc `���''��G EN "f '• • I CERTIFIED PANEL INSTALLATION AT BALLS W/ No. 44161 ': SURFACE LEVEL VARMT)ONS WITHIN 3/4- * 7t :*1 FLORIDA BUILDING CODE Mon High V41I Hu cone Zone CASE E (PLAN) CASE F (PLAN) e �9' it °'m0 R'EOD "a 24 GAGE GALVANIZED STEEL STORM PANEL DARN p, SCALE 1/4'.1' SCALE 1/4-.1- '•. �.4`�•�� ORO..•\��Y `_... ' Ssi M GLOBAL PROTECTION U.C.PRODUCTS, Z. II, / ,BOO SE 9, Snw IIILi/ .., i 'N•eH-tu Nr, a r >a 1rr. Wma R ar DMw, rL =14 20-175 5 f PHONE: s.)wI -T6aA A (e6.)eM-e7P7 c ti OWN A-l4r . - PRO -(e •r•'•••r• O0-1 CA-OmA,e Pit SFA/nONMV4L/DAR IYLin1 A O LI L., PE Y 1T-'•P rs FELT 6 NW 16 «, 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING crucnlN c cnR aEGUl AR STORM PANE n INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 101NSTAlATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MAX, A.S.D. DESIGN RESSURE PRATING MAXWUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 e 7 APPLICABLEED ALWRWW � OF THEM YAXeARY PANEL LENGTH 00 TAPCON LAG SCREW PANELVATE FEMALE 0 PAMELWTE PLUS WOOD PUSHINGCDMR:%. 13' IS• t3' 13, Ir 1W crop) IV Ir 13, 13' IV 1W (BQEOM) 6 1/2• 6 1/2, 6 1/2- 6 1/2• 6 1/2' 2W crop) - - 6 1/4' 12 1/2' a 1/4' 2w (WOE.•) 5,-0OR a• 6'3w Crop) (9DTTDM) LESS e' e= n' e• 13" _ 13' - tY - _ 13• 13• (TOP) W. -43 OR LESS 13' - IS' _- 15- -_ 1}' iJ' W (BOTTOM) 13' ,3' 13' 13, 6 1/2' Ill (TOP) 13' 13, 13' 13' 8• 1W (BOTTOM) 6 1/2• 6 t/2' t a /2 6 1 2• / 6 / 2 (TOP) - 6 1/4- 12 1/2' 5 1/4' 20 (BCE.•) >5•-O- 4 1/2' 4' 6 1/2• 6 1/2- 3N (TOP) 14'-4• 4 1/2• 4 1/2- 7• 7• - 31Y (BOTTOM) 10 1/2- 1 9 1/2' 1 12• t2• 4 4W (TOP) 13' 1 13" 1 IV 13' a 1/2' 14W (BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D.DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER SEE TABLE FOR DESIGN LOADS PANEL LENGTHS MIEN SPACER 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RATNC (p.a/.) MAGNUM ANCHORS SPACING FOR E.D. • AS SHOWN ON 94EETS 6 At 7 APPLICABLE 7I ANI CaM6INTKIH THEM MAIRAIM PAIFL LENGTH ,L- (ft.) TAPCON LAG SCREW PANFLMATE FEMALE 0 PANELYATE PLUS WOOD BUSFIn1C tJ' tr TV 13' 13' IN ) I3' t J ' t ' 3 Ir W (BOn01) 6 1/2, 5 1/2• 6 1/2• 6 1/2- 6 1/2' 2W (TOP) - 6 1/4• 12 1/2' 6 1/4- 2w (WIT.y S•-O' 7- 7-/2• e• 8' (rop) OR LESS 7 I r - - e• 73• - -- e• _ -- 1J•_ - JW (BOTTOM) 13' _ IJ• IVW (TOP)>+45. -45 TO +75. -73 _ 1r 13, 13•-- 13" 13• 4W' (BOTTOM) 13• 13• 13' 13' 10" tW (TOP) 13' 13" lr 13' 6 +/4• IN (9a,TOM) a 1/2• 5 1/2• 6 1/2- 6 1/2- 6 1/2 (TOP) - - 6 1/4' 12 1/2- 6 1/4- 12W (SCE.•) >5•-0' To 4 I/2• r 7 1/2' 7 1/2- - (TOP) r I]• 12' 13, 13- 5 1/2" (roPj tY t3' t3• 130 TO- (BOTTOM) • SEE TABLE /1 FOR MAK A.S.O. DESIGN LORDS k LAX. PANEL LENGTHS WHEN SPACER (eA• SEE TABLE FOR DESIGN LOADS MAX. LENGTHS SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TA9_E /1 e A.S.D. DESIGN LOAD MA)0WIUM PANEL LENGTH 40 PSF OR LESS B'-B- > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF 5'-10' e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FQAAILE 10 OR PANEL MATE PLUS ANCHORS a W/ 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'0 TAPCON_ _ .[XL57NG POURED 1/4'/ TAPCDN _ _ STD POURED ANCHOR • 9' C C�ONNCCRH OR ANCHOR e 9 O C CONCRETE 011 r, COME BLOCK /• � CONCRETE BLOCK / REDUNED. REQUIRED. ` ti) r / /2• 1/4 r 1/4• C I I 1' Min. I p I B-SEPARATION- I 1 TO GLASS. 2d1• E%STNG_ I - -61 RO • tl - - - N 1p G1A55 1 � / I ErnMRN ao rrTf OD I f I 1 1 � G1A555i� j i 1 111 I I 1 L L* MAIL PANEMR.. a i LENGTH 6• PAR 1 LENGTH (SEEELEVATION I I (SEE Q,EVATION �.. I• let, - I ON SHEET 12) ON SHEET 12) r--SEPAPATOW 1 T° GLASS - -,T__- 1 I 1 EXSTrG PAIRED ED0 STG POUREQ F0 CO % 1 CONCRETE OR �'� t. CONCRRETE BL CONCRETE BLOCK /�' f � CONCRETE BLOCK- REOLNNED. � 1 It >? Ilt REQUIRED. 1 I 1/1'► PANELIM7E PLLI$ 1/4•e PAEIMAD PSV.3 ANCHOW O 12 t/2' O.0REGULAR PANELS . ����..,��NT1IL•1N10GR.�(8EY0NO) SEE S EE73 15 ! 16 FOR ANCHORS TYPE a SPACING FOR WALE -' - ISRANTONS INTO 6000 FAME RRD•C6 M*4" ANCHOR SPACINn Ave MIIWW MCI D6fACE ARE INDICATED ON THIS SCHEI rOR E.D. LESS THAN WDICATED W SCIEDLU ROXXX ANCHOR PACING BY MATIPLYN SPACING, SHOWN W SCHEDULE Of THE FOUOWNIr FACTORS. FOR THIS GPFAAI'DN TO WE POSSOLL REDUCCD WhICN oDWn USPIG FACTOR SI.ML NOT BE TYr�PE Of TH6THNN �SCHEDU E. SINGING HHIDIAIEp FOR EACH Alvan V.+LN eNLA.HT(yy.. yi AIIL11tMN 1Wt '(`'• _ '/•'• �•�(6TY,.......... arW INMNORwR :: 'vCEN,'':s MIeRA NA I Lon SIVIO P OIL) 3 3 = FL •rsrrrmr hnel.M e1.) 3 3 S owntl nmLro. NC. SNAKY[W a.,r.M Y OA) 3 3 1/2 ABIN,1� oB on) AOIOR = a'' STATE 0 r +/r °'6 �%9�c'• 't0R10 • - � L E �r o NO. ---._ - --.. -l- urnto T,7_-_-- 011 _-- _ 'F /ONAIEll I'V'ZO'[d 1, aareaO1rMrsa�A 3. olo ,.m .P.N�L.0 AH.. � L3r1 +-IINH�-O4q M,_n ------ 1/ --- ---. _..-- --- CA-am7le ] , _ - Pi 4,I�lWRNTLRC/GNC •.I.TFR A - ..- PL BUILDING CODE (Non Wall VelocNv Hurricane BUILDING CODE (Non Hlah Voloeltv Hurr)emte MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. A.S.D. DESIGN PRESSURE �;N; MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW tAOPPICABLE SOCTIONS I 0 MAXIMUM PANEL LENGTH �R,) MIX. AS.D. DESIGN PRESSURE (pTM) M610MIA1 ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE TO 8 1, OF THEM PANEL LENGTH TAPCON SOLID -SET t, LUS IAMAC-NWT/ GU(-W TMCON SOLD -SET FEMALE 'WQ P � PLUS 2MMC-7WLAN CALK -IN CO.Im m BLOCKTO ro m ro ro mmmimOF THEM m xmcmm m CONCREW 10 m m m . 45 OR I3• 13' ,3' tr Ir Ir 1r Ir 13• 13- IV 13• 1 (roP 6OR LESS +13� 43 +65. -63 13- Ir tT IV TV IV Tr tr Ir tr t}" 11 1/r 1 (TOP) SOR LESS Ir 13, 13• is' 13• 13" 13' 13' IV 13' ,r 13• 1 (BOTTOM) 13" 1r 13' 13• Ir 13• Ir 13' 1r Ir 1Y 11 1/211 (BOTTOM) Ir Ir 13, 13• 13' Tr 13• IV 13• Tr tr 13' 2 (TOP) IV IV Tr IV Ir IV 1r it 1r IV tr 11 1/2 2 (TOP) 1r 1!• 1Y t3' U' IV t3' t!' 13' 11' tr 13' 2 (BOTTOM) t3' tr U' tJ' 3 t3' 1 r IV 1 Y t]' 1]' 1 1 2 / 2 (BOTTONq 13, 13• ,r Ir Ir 13• tr 1r 13• 13• 13' 13• 3 (top) 13' 13• IV I3' 13' tY tr 13 . tr 13' 13• tt 1/2 J (tOp) - - 12 1/2.12 1/2 S ,/4' 6 1/Y 12 1/2 12 I/2 - - 6 1/4. 6 1/4- 3 (BOTTOM) - - 12 1/2 12 1/2 6 1/4' 6 1/4' 1Z 1/2 12 1/2 - - 6 1/a' 1 1/4" 3 (BOTTOM) 8' 6' B' „' 6' 6' e' 6' n• 8' a' 7 1/2. 4 (TOP) 8' S 1/2- 8' a' 6' a• 7 1/2' e" e' e• 5• 4 (TOP) 6••„•- 4 (BOTTOM) e• - e' - e' a- - e•(BO)tr 1]'13' 13' Tr 13, it IS• 13' 13' 13' I!' Ir 13' 13• IV 13, 5 (TOP) 13, tr 13• 13• ,r 1r 13' Tr tr 13' 11 1/2 t3' 11" 13' tr 13' ,]• 13• S (BOTTOM) tJ' /Y 13' t]' T3' L10/2-I Ir 1]' 1r 17• tY11 t/2 )313" 13" 13' 13' Ir 13• 13' 13' 6 (TOP) tr lY 13' W t3'tr I3• IJ• 13' IJ" I1 1/2 6 (TOP) _ - 6 1/4' 6 1/4• 6 1/4- 6 1/4- - - - - 6 1/4' 6 1/4• 6 (BOTT.•• - - 6 1/4• 6 1/4' 8 1/a' - - - - 6 1/4' 6 1/4' 6 (fOTT.••)LESS 1r 5•13' 1D t/2 TT Y 13' 7• 7 1/2 S 1/2 13• 4 1/2' 1 OOP) >5,-0, TO IV-4' Ir 6•13, 13• 1r Ir a 1/2' 0 I/2• 6 1/2• Tr S 1/2• 1 (TOP) >3'-O, TO 9'-e' Ir 7" 13' TV Tr 9 1/2 t3' 9 1/2 10 1/2 7 1/2 13' 1 6' it (BOTTOM) U' 7 1/r 13' 13, Ir 10' Tr /O' it" a' tr 6 1/2' 1 (BOTTOM) Ir S' 13• 10 1/2 13' 1 7• 1V r 7 1/2 5 1/2 1r 4 1/2. 2 (TOP) iV 6' Ir 1 13' 1 tY 8 1/2' 13' 8 1/2' 9 1/2' 6 1/2' ,Y 5 1/2' 12 (TOP) 1r 7- lY 13- 13• 9 1/2 it 9 1/2 10 1/2 7 1/2 13• 9 1/2. 2 (BOTTOM) I, 7 1/r tr 13' 1 Ir 10' Ir 10' 11• 1 8' 13' 6 1/2' 2 (9O1TOMj IV 7- Ir IV 13• 9 1/2 lr 0 1/2 10 1/2 7 1/2 13' 5 1/2' 3 (TOP) 13' 7 1/2' 13" Ir 1 tr ,0' 1Y Ir 11• a' 13, a 1/2' J ('OP) - - 12 1/2 12 1/2 6 1/4. 6 1/4' 12 1/2' 6 1/4 - - 6 1/4' 5 1/4' 3 (BOTTOM) - - 12 1/2612 1/2 6 1/4' 6 1/4. 12 1/2 12 1/2 - - 5 1/4. 6 1/4. 3 (BOTTOM) 7- jr B' 5 1/2' r 3 1/2' 8' 4' 4 1/2 3' 6 1/3 V 4 (TOP) 7 1/2• r r 6• 7• 4• e• 4• 4 1/2' .3 1/2• 6 1/2' 3• 4 (TOP) S. 9• - 8• 8• - 5 1/2• - 7 1/2• 4 (90 TOM) 0' 6' 8• 6• 5 ,/2' 7 1/2• 4 (BOTTOM) IV 7• 13' 13• 13' 9 t/T 13• 9 1/2- 10 1/2 7 1/2• 13• 6• 5 (TOP) 13' 9 1/2• 13' Ir 13" 'a. 13' 10• It* 8' Ir 6 1/2' 5 ('TOP) Ir ]' I]' 3' lr 9 t/2 1]' 9 1/2. 10 1 7 1/2' Ir 6 1/2 5 (BOT7W) Ir a 1/2• 13' 13' tY 10• tY 10• it* e' Ir 5 1/2" 5 )BOTTOM) 13' s• 13' 10 1/2 13' r ,!• l' 7 1/2' S 1/2' 13' 4 1/2' 6 (TOP) I]' 6• tr IV 13' 8 1/2• 13• 8 1/2' 9 1/2' 6 1/2• Ir 5 1, 5 (TOP) 6 1/4' 6 1/4' 6 1/1• 6 1/4• 8 1/-- 6 1/1' 6 (BOTT.-) 6 1/4• 6 1/4- 6 1/4• 6 1/4• SEE WHEN II FOR ANCHORS TYPE I SPA MG FOR INSIALLA70NS INTO WOOD FAME BUILDINGS. • IARON &to" SPACINGS AND MINIMUM EDGE OSIANCE ARE INDICATED ON THIS SCHEDULE. FOR E-D. USIA THAT NOXXTED ON SaEDRE REDUCE ANCHOR SPACING BY W TI LYN SPACING SHORN ON SCHMLE eY 09 FOLLOWING FACTORS. FOR INS OPERA7OU TO BE "SMALL REDUCED SPACING OBFARm LINING FACTOR &WU. HW IN LESS THAN IWWNM SPACING IDCATIED IN EACH ANCHOR TYPE ON Do SCIEARL 1/460 1/41. t/4•. 1/414 1/4•R Ile. ANCHOR TYPE ,FPm1, Coln-m F"PLUSrs� zM.IG-ETHER au-W WOMAN ANCHOR SEALING (h) 3 7 3 3 2 1? J 1/2 4ANBAUM mM A) 3 1? 3 06TARQ PmI emc 3 3 t/2' ] ,? 3 IA 3 ,? ACRIAL ®Q W VSU FACTOR - - _ aIN - - - ON 0 r _ oM oR- 3s - nmImIN - 40 I= •• SPAdNGS ONLY VALID WHEN SPACER POTS USED. SEE INKE j1 FOR MAX. A.S.D. DESIGN LOADS & MVL PANEL LENGTHS WHEN SPACER "IS USED. 7l9 EAL e ASD. OESIOFI LAID 1N1°'11I PANEL LENGTH 40 PSF OR LESS V-6' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF V-10- e MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS B W/ (& SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Mon 1 - .-_ _"._. _. _. ANCHORS (SEE SECTIONS R ALTEANATNES ON SHEETS 13, 14. 15 A16)- 3• MAIL R-IA/13, R-2A/13, R-3A/14, R-I9/13. R-2111I R-39/14, D.M.. 20. I" NI I11-1AW/15, R-2AW/15, R-3AW/16. R-LBW/15. R-20W/15. R-30W/16. O O O O O O O ____-__ _ ..____-___.•_____.__ ------- ___ __------- __ __ __________ I � I 1� i I L/2 - 1/4'I-200" S.S. BOLTS W� i• (USE FOR PANEL LENGTH MAX OOVER 7•-„•) .Z 1. - 1 PAIL LENGTH � f REGULAR STORM PANEL REGULAR STORY PANEL - e•-5" a 440.0. -40C (W/ OVERLAP MID PANEL BOLT) LIFE SAFETY Si0HR1 PANEL r-V a +50.0, -54A P.J. (W/o OVERLAP MID PANEL LENGTH BOLT) i 1/4-0-t200 Y - - A y i A USE 21-C WIN. PANEL LENGTH S. 75 W �, .4�.. - _ 1 _ .. _ _ I l AT ALL YO11NrNG5 i L✓ ---------- ._. _____. ------ -------- I. _ _ __. __._____-__ ___T__.___- _------ ._____. _.. ..___.-._ g• 721 NOTCHES AT STUD _L6C•LnW+ a LIFE SAFETY C PANEL BOTTOM CORNERS O D.M..(3). _� .._.__ •-OVERLAP- -OVERLAP-- orO{ WING NUT AT S WING NUT Al - r MAR LEFT PANEL ..- _. RIGHT PANEL 3' W%: t INSTALLATIONS ONLY VALID FOR WIND I' MilkR-tA/13, R-2A/13, R-3A/14. R-1B/13. R-25/13. R-30/14, I' MAL SPEED UP TO 170 m.p.h. R-IAW/15, R-2AW/15, R-3AW/16. R-LBW/15, R-29W/15, R-39W/16. ANCHORS (SEE SECTIONS a ALTERNATIVES ON SNEER 13. 14. 15 *16)- 1/4• MAX. CAP LIFE SAFETY STORM PANEL n ELEVATION (t) _ SCALE 1/4•.1- REGUlI1R 2.e67 (MN OVDeAP ., NMOIE WLIEYJ STORY P ____ _ ,--_ ____ _ _ __ _____ PANEL 'O REGULAR �I STORM PANEL MAK GAP' z LIFE SAFETY PANEL •�; * ,. * = FLORIDA BUILDING CODE Mon High Velocity Hurricane ,.. F Q Remo WTM et I PRIOR F.•.�ORIDA .:'F� 21 GAGE GALVANIZED STEEL STORM PANEL ON �Lya,S/plU•....NG�� SECTION A -A "� I NS. GLOBAL PROTECTION PROMM. LTC. 01/0 4em Lw. 51 SMM TIFF e. -,a 1.ew. owH•a R�AI� ae L FL 33H. 2D- SCALE 1/4•.1• 20�G.7 ,I...tWU.n-PAN. M: aW OI- PHIO(: (eN)M-7b45. FALL M34MU-M INSTALLATION DETAILS INTO FOR LIFE SAFETY PANEL WOOD STRUCTURES �I II In ii �pOD HEADERi� WOOD HEADER - WOOD HEADIER ' ICI II W000 HEADER UR 16UOE ._� ;I 11EQuRED I '' REQUIRED % >C IiEOUREp w 1/4'I TMCON 1/4Y TAP 11 / �4.0 TAPCON ` 1 4Y TAPC0IN ANC/IOR • Y O.C. I AMCIOR O 9' O.C. ' i•� ANCHOR O R" ox - OR e 9' O.C. ( ' L 1/4• 1/2• 1/4• _ I/I' )/4. 1/2• 1/4• NISI. MAX. NMI.it I MRn. 9 1 YM �.. L MALL-. 1Rn. MAX. 1 i O � i /' JINr � i i � I i�2o1• R R FJUSTI I , a+F-2pr /, .' I is YRLn r�Ay wo 6 V i--.t AEA INIIRHF I '1 I eoLn� 1 I ExLSn�u ��� SS R�FStw ♦ i. - Y R 16 �.� !" i 1 3 d PERHI I G1A55 R _ tl ,,A f I q1 1 r L i I. IyAss R f 1 A N aHs� Dt UNION OWN r-n R' IT I _ ir_ _: _- a PANEL LENGTH 11 - l_ - _...._ 1 __ Y- ._ _ _ _ - _.L _ _ PA1EI. LENGTH 6' 11 i-.-_ Yo. ; „ I I ` (� ELEVATION - ._. (SEE ELEVATION II I ON SHEET /2) w�P._ - 7' uo.. PANEL LENGTH (SEE ELEVATION N'- N e ' (SEE ELEVATION _. ON SHEET 12) I R ON SHEET 12) fi i ON SHEET 12) 1 1 1 II WTI 1 TOM _ ' 1 MT). T- I 1 . EP .-_ ; TO CLAM I O Ij.._-'/ _-L-_ _' _- 'j�� ' (J) gTOPGLASS. 10 L/2 ;--TIOH-. I a 1 ,' Min. 10 CtA55. IIi i L/2 It T�0 CAA55. It 4 (� e• ® B E0. ..._,. c.. I at, Co. L - 1_ � 1 , .0 ITT�Ia Y1ED -. t .. - /� + - ^ r\ 4) 2' 4 WOOD_ PLATE /•IL1'23 ,/T 0.n Q t. 1/2 ( Ys _ 7f4'e TAPCON I/4'► TAPCON �OlRREO �4'0 TAPCW 1".4' WOQD- - eon r 1 • IT ,p O.C. ANCHOR a 9' O.C. ANCHOR a 9. O.C, STAGGERED W/ STUD I STACGERm W/ SRTD ,'I ANCHOR "' a 9. O.C. PATE RECURRED - 1- - 1�4Y TAPCON 2.4' WOW wow ] , ANCHOR O r O t. PLATE I"Ouffmo REQUIRED O LIFE�SAFETY PANEL WALL MOUNTINGS WALL O-�1 MOUNTINGS Ei'-AY�AN�L SCALE 3/8•1' A. T1wT SLUE 3/8-1' Nl �Q LENS '' ✓,y FLORIDA BUILDING CODE Mon High Velocity Nu can* Zone ' 44161 i 1 mom p us INC. N''' 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (p..J) AND PANEL LENGTHS AS _ * : * _ * "�-�Tl�TE-C DRINK or GLOBAL PROTECTION TS LLC• PER ELEVATION ON SHE�ETT IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD q STATE 01 9'• F F i.!✓ZCI Of' t %ID , 5 sour ANr 4em s.•. sl m¢T New_ 2 XOI. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ., r;,, ' o >r a r Nr RIr arrr. n aIr � ^I-`M' P"1'E <ta'7w-76.9, -1 rA: (954)M-97NJ 20-175 DENSITY OF 0.55 OR ECTUAL S/ Y,�,' oA-O s 41. IwrH. !mt.! Ir OMe NCRULE,Nr' 'L4W.R .VLIDI A R, i. PE 1 BEET t7 O M MAXIMUM A.S.D. DESIGN PRESSURE RATING (r3.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL T INSTALLATIONS INTO CONCRETE a CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 B 5) MAIL A.S.D. DESIGN PRESSURE MAXNUM ANCHORS SPACING FOR WIN EA. PER SCHEDULE Dam APPLICABLE : COMBINOF ATION M1NWlN IENQIM (R.) MAX. AS.D. PRESSURE L64XwR1Y ANCHORS SPACING FOR IIIN EA PER SC/EDUIE nEIOWTO APPUC/iBLE 8 ANY O �1,ON 1.ENC1H �tE1 TNWN SOIX>-SET FENALE % � lE ZAtMC-W" CA X-NNRATING TAPCON SCUD -SET h 7,NMC-WVLN GWL-N m m m m ro m m m m m To m >.w -85 ♦75. -75 13• 11' 13" t3' tJ• 13• t3• tr Ir 72' 7T 10' T ) V-6, OR LESS -75 +75. +/1A-119A tr 5' 13' tO , t3' 6 1 /2• 13' 1 6 /2 1' 7 /2 S 1/Y 13' 4 1/2' 1 TOP W-6, OR L� Ir it' 13• /r 1Y Ir IV Ir Ir 12• Ir 10• , (BOTTOM) 13' 6 I/r 13' 13' 13' 9' IV 9• 10• 7 1/2' ,r 6' 1 (BOTTOM) Ir 11• 1r TV Ir Ir 13' 13' tr 12• 13• t0' 2 (TOP) Ir 5' 13' 10 1/2 ,r 0 1/2' ,r 6 1/2- 7 1/2• 5 1/2- 1r 4 1/2' 2 (TOP) 13' tt• 13' tl' 11' 13" Ir ,T 1J' 12 tr 10 2 (BOTTOM) 1T T 13' 13' Ir f 1/2' t3• 9 I/2' 10 1/Y 7 ,/2' 13• s 1/2" 12 LTOTTOM) 1r 11• lr TV 13' 1V Ir 1r Ir 12• tr To' 3 (TOP) Ir 7' 13• 13' Ir 9 1/r IV 9 1/2' t0 1/2. 7 1/2" IV 6• 3 (TOP) - - 12 1/2' 12 1/2 6 1/4' 6 1/4. 12 1/2 12 1/2 - - 6 1/4' 5 1/4' 3 (BOTTOM) - - 2 1/I'12 1/2 a 1/4. 6 1/4' 2 1/2. 6 1/4- - - 6 1/4. 5 1/4' 3 (BOTTOM) 5' S' r r 6• 6- 6' 6 1/2' r S' 6' a 1/2. 4 (TOP) 7` 3" 6' a t/2' 7• ] 1/2' {' 4 ,/2' 3• 6 1/Y 2 1/2' 4 (TOP) _e• 13' - 8• _ - 8• - a' B' S. - 4 (BOTTOM) B. - 6 +/2- - e• - _6' n' - s ,n' - r - -(BOTTOM) 1,' tY 1J• TV 13' 1]' tr 1]' 12' 17" ,0' S (TOP) 1!" 6 t/T' 13' it 1J' 1' 13' _ 9' 10• 7 t/x' ,3' b' S (TOP) 1r 11' 17' tS- tr ,]• 13' 13' Ir 1 12' 13• 10' 5 (WIT061) lr 7' 13• 13• tr 9 1/2- ,r f 1/2' 10 1/2' 7 1/2' tr 6• 5 (BOTTOM) Ir 11- IV tr T3' Ir tr 1!' 1J' ,2' 1]' 10' 6 (/l�op)� tr s' tY 10 t/2 13• 6-1/2' 13" 6 1/2' 7 1/2' S 1/2' 13' 4 ,/2. 6 (TOP) -_ - _ 6 1/4- 6 1/4- 6 1/4' 8 Ile - - - - 6 1/4• 9 I/4• 6 (WIT.-) _ - 5 1/4- 5 1/4- 6 1/4' 6 1/4- 6 1/4- 6 1/4• - - ! 1/4' 9 t/4• 6 (B° TT.'•) 13' 7 1/2• 13' TV 13' 1V Ir to' it' 5' 13' 6 1/2. 1 ) >5.-S. ro e-a /r 51 13' 10 1/2 13' 6 t/2• I 6 1/2' 7 1/2• a t/r Ir 4 1/2' I (TOP) >W-r TO 7-a' 13' 7 1/r lr I tY 13• 10 t/2 tr 10 1/2 11 1/2- 8- 13" 7• 1 (BOTTOM) ,r 6 1/2' Ir 13• 13' 11• Ir 9' 10' 7 1/r 13" r 1 (BOTTOM) 13' 17 1/r I 13• 1 IV 13' 10' IV 10• it' 6• 13' 6 1/2' 2 (TOP) 1r 5• 13' 10 1/2 TY 0 1/2' tr 6 1/2' 7 1/2- 5 1/2- 13• 4 1/2' 2 (TOP) 13' 17 1/2'1 1r i Ir 13' 110 ,/2 13' 10 1/2 11 1/2" 8• IS' 7' 2 (BOTTOM) Ir 7• Ir 13• Tr 9 1/2-1 Ir 9 I/r 110 1/2- 7 1/2- Ir 6 1/2- 2 (BOTTOM) 1r 17 1/2' 13' TV Ir 10 1/2 13' 10 1/2 11 1/2' e' 13' r 3 (TOP) Ir 7'13• IT Ir 0 1/2' 13" 9 1/2. 10 1/2' 7 1/2' 13' r 3 (TOP) - - 12 1/2'12 1/2 6 1/4- 6 1/4. 12 1/2. 6 1/4' - - 6 1/4• 6 1/4' 3 (BOTTOM) - - 12 1/2 12 1/ 6 1/4- 6 1/4' 12 1/2. 6 1/4' - - 6 1/4• 6 1/4' ] (BOTTOM) 7 1/2- 6• e- 7 1/2- 4• e- ! 1/2- r Y 4 (TOP) 7•r 6- S 1/2' 7- 3 t/2' C {' 4 1/2- Y 6 1/2" 2 //r 4(TOP) 1. - 8•- 4 (BOTTOM) 1•5 1/2" - 6' - 111 - 5 1/2' - r - 4 (00n04)Ir 13' lr 1V 10 t/2 Ir 11/2-5- a'13' 7• 5 (TOP) tJ' 5 1/2- 13' IrIr 1•Ir 9'lo- 7 1/2-13' dt/2- 13• ,r I]' 10 1/2 13' 6' I3' T 5 (BOT7dl) ts' r 13• 13' 13" 9 1/2• 13' 9 t/2'10 1/2IV 13' 13• IV 10 1/2' 13• a' 13 Y 6 (TOP) 13' S• 1]' 13' a 1/2' 13' 6 l/2' 7 1/2•�5 1/2- 13' a 1/2. 6 (TOP) 6 1/4• 6 1/4• B 1/.• 6 1/a- 6 1/4' fi t/4• 6 (BDTT.••) 6 1/4' 6 1/4' 6 1/4' 6, 4• 6 SEE SHEET II FOR ANCHORS ITT • SPIKING Foe 96VM Tg INTO WOOD PMM eIADINW. • HNNN ANCHOR SP c w AID .."MUM Cox a6TANCE ARE . TED aN THIS 9a11316lE FOR E.D LESS THAN NONATED ONMULTIPLYINGIO DUE REDUCE ANCHOR SPALI S BY MULTIPLYSPACING DM ON SCHEDULE BY THE FOUDRINO FACYCIOL FOR THIS OPIXOTOW TO BE POSSIBLE. RMICED VaC Mri OBRMNm USING rATOR SNAL NOT BE LESS 71HR M SPACING NXII FOR EACH ANCHOR TYPE W TINS SCFEDIAL t/Y� t/4i I/�•R-- 1/Pe ANCHOR TYPE -'(41 - WPOON __tH"� BDLAIT • ^" 'I PUM -- TANMFIMIIN a6x-E UNIM ANCHOR W'Aoc (a) 3 3 H 3 2 ,? 2 1/2 M9[ W 3 3I? r 3 31? 3 QNNYA.M INRANEi SUM) _EaN 3 31/r 31? 31/2 31? ACRRL WK MWM FACTOR 11/r 0a9 - - - - 7--- 2 'Ir a1 Cie - 0.60 r_cm 3 1 - ".a 13q - ,Jb ,DID '• SPAGNGS ONLY VALID WHEN SPACER 6 USED. SEE T 1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PATH LENGTHS WHRI SPACER IS USED. 1/4.0 7APCON �NCTEIEp�� ANCHOR 9 9 OC, OR CONCRETE BLOCK( %. CONCRETE BLOCK BKLJ1 e A.S.D. DESIGN LOAD MV IMIMt PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO 60 PSF 5'-10' e MAX. PANEL LENGTHS ARE 0145.Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Nor INSTALLATION DETAILS INTO POURED CONCRETE 1/4.0 TAPCW_ __- 1QiING POURED ANCHOR a f' O.C. CONCRETE OR FOR LIFE SAFETY PANEL Ct� OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON.. _. ExISTI1G POURED OR 1/4.0 TAPCON i)DS POURED CONCRETE BLOCK REQUIRED. ANCHOR • 9' O.C. l`ANCPETE CONCRETE BLOCK REOUIREO. ANCHOR O 9 O.C. OR CONCRETE BLOCK REQUIRED. - E D�j I -_- ED41/0 I i I II 1 MN. 1 01 A 1 „--SET,ARATON 1 II �i0�ln�w�py� E TO GLASS.♦ .1 -Zs. lDlnw IT u Y i LDLTN OWN ram) 1 n r 1 I I 1' IMo.. Y �! 1 f 1• .NIL P H 1 ( ANEL LENGTH 6' PANEL LENGTH R ' (SEE ELEVATION 6 I ] (SEE ELEVATION 0 I• Min, I ON SHEET 12) 1 I -- I ON SHEET 12) R--SEPARA710N__ I 1 __ t_ R TO GLASS. _ It 1 LD• � 1 LID.• �,r I 1�� 1 •avr -7 1 euvrw 1 / I all 3/4 _ _1/4'0 TAPCON / - 1/4-0 TAPCON� ANCHOR a 9' O.C. ANCHOR a 9' O.C. OOSTI4G POURED CONCRETE OR EXSTTG POURED CONCRETE OR CONCRETE BLOCK REQUIRED. ,....CONCRETE BLDCx RECUNED. SECON R-1A A REGTIULAR PANELS O LI PANEL WALL MOUNTINGS SCALE 3/8-1- SEE WHOM Is R t9 MR ANCHORS ANCHOR "I9 r. TYPE a SPACINGFOR NSILAUATOTS Nno WmN 1WIBeN Non IIeMAO (>N 3 wow ream BDRDBG6. MINIMUMANCHOR SPACINGS ND MIMRY •gwrrYgr4 ONrw. 0.) 3 ED" DISTANCE AM INOIO1Tm W TH6 SO4MULF FOR EIM LASS 71AN Rp EQ 0.SCIWAE REDUCE ANCHOR SPACING s7AIFn W hINI.1H Bltl 0V ] BY MULTIPLYING SPACING SHOW ON SCIEDUL[ BY THE FOLLOWING FACTORS. AORBt it 491Q (LED.) rADN11 1 1/2' 4D FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPAN OBTAINED USING FACTOR SHILL MOT BE LESS THAN 2 1/2*_ Met meellm SPACING •OKATLD FOR EACH ANCHOR TYPE W INS SCHEDULE 3 t - r- E.D I 1 1 Q/SS 1-- TSEPM e N 5 9 v I p i 'L" MAX PANEL LENGTH q (SEE ELEVATION It ON WEFT 12) 11 „ n Y_- B-- ./2 i.-::, i E.O.o i ON S5. I - is eER w 1 1 1 ; ' 'L' MAX. - I 6' PANEL LENGTH I (SEE ELEVATION ON SHEET 12) I - -_ T- 1 - lll'� 1 6• t E0 l ' ` -•r 4• eaR w � EQ 1 ••r •• 1 -� Iol�io Ms. �!g • 2 ,hhh``` a.G. � ' i ii T•j�2•B6ox _. 1/4-f TAPCON --_I/4-0 TAPCON ANCHOR a 9. O.C. ANCHOR a 9' O.C. EMSTING POURED CONCRETE OR TN POURED CONCRETE OR _ CONCRETE BLOC( RECURRED.-- _EX1SG CONCRETE BLOCK REOIARED. WALL MOUNTINGS N11FII1Fn.,_ SCALE 3/0.1• CODE INSTALLATION DETAILS FOR UFE SAFETY PANEL(l) INTO WOOD STRUCTURES � Lk li HEADER _ _ _ • _ - / ,I OUIRED __ � R(DEAOER j I 1 1.0 TAPCO/J "4'0 TAPGON e 9' O.G ' I... INCHIOR a S.O.C. r I J I I I 1 O L ' 1 lO EXKTIHFe.„ I 1/41. �. ,. -�.,.1 n e01i5 u ILI R • WILTS I 1 ES'STp 1 Fro X I LDaRN NLR T•P) n MAX, 6• PANEL LENGTH ll SEE ELEVATION II I (SEE ELEVATION I I 1 ON SHEET 12) ON SHEET 12) i 1 - n ; „ - TO GLASS. ; O „ W-SEPARATION 1 1 o GLwss. i „- L/2--1@ 1. t / E0. 1 e E ur IN, Ea. I It W T? aC ' I 1 EO 1 _ . -..I EO WOAD I I� 2'x4' WOOD PLATE PATE REQUIRED . II ? _ 1/4.0 PANDMATE PLUS REQUIRED 1/4'0 PANFLNATE PLUS _ ANCHOR O 12 1/2" O.C. ANCHOR a 12 ,/2' O.C. O REGULARS O t1JJ�E SAF-�Y ANFL 1 4NUn,A WALL MOUNTINGS SCALE 3/8. 1' ,aY, EN ' �✓,9 N0.44161 FLORIDA BUILDING CODE Non ITT h Velocity Hurricane Zone 11�5: 1 # �• tt s wlao nroCO 9C Fes' 24 GAGE GALVANIZED STEEL STORM PANEL /. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. Z STATE OF �'rv� .. ONINN, r DESIGN PRESSURE RATINGS (p.s.T) AND ?AHEM %y0 • F( _ m/n/Na LENGTHS AS PER ELEVATION ON SHEET 12. 4 F OR "`-_ " EC Q ENC GLOBAL PROTECTION PRODUCTS. ilC. CARE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1iyA S/ON AI F•�Y-7, "�L(J TwLT RWTND • ANY 4em L.. 51 STREET MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AANN.000, C n"..'r a r 4r ,.�MN N, uFlr'r lY 7 M FM ( 20-175 I.m �r-4M��PNN M- q4L (M4)IIM-76«. rAl (IN)1M�7I) oEtasrn OF D.sS OR EOLLA. ,.>.,. aAw.6 N. Or•OOaS71N PE. 9FiLL/fNiATME/G1S pL1ER A TINT h.,1 PE Y,tIM NeN¢r 11 0< HI W 0 s` 0 .� O a Q- Cu -0 a' .CM U C 0 'i C Q N Cu 0 � LL 4- O CU ;>•� '^III �0 V E Q� /0 i Cn Cu .- ��`.H//�Ov� v! Q CV tV _O Z U C 0 0) _ 3 Q L.L a � U) CD C co U BI � CW G Q Z Q J SHEET NO. SH 1.4 _L I 1 Y 1 11 1 1 :lit KIIEI S I' 1I I 11 1 1 1 _- 1 11 I -_-- -- -_--- _ _L�. _ 1 1 71!_19!'M' I _I 1 al jkk,EZ EZ 1 W/ 18 Ay,LgORs SECTION EYl A ALTERNATIVE EZ1W ON SHEET is) - s -�3• Mot - (SET ,• MR.. --D(SEE NOTE 2)yOfE 2) ttf%1' s.wS. 1/2" e EENV}/16'6 ALUYINUY ! POP RNEf * LAST PANEL(�1 TO BE INSTALLED AT EACH OPENING SMALL ALWAYS RE _ _ _ 1/2' O O O O O O O O PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED • TO BE INSTALLED FROM INSIDE OF STRUCTURE. f I AT PER 1 , l . .} 1- - (TIPL NOTES- _ _ T �7 T--r;`TT._r_r_ 1. .T (1)- DEFINITION OF SERIES 2000; E-Z HANG STORM PANEL SYSTEM 1 (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (.NTERIOR PANEL) I (ENO PANEL) j DI COP1515TtNG OF PANEL + Cont. TRACKS TOP &BOTTOM. l SEE NOTES 2, 3, 4 1 1 ISEE NOTES 2, 3, 4 _ ` (2). END PANELS SHALL ALWOVS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SHALL BE PROVIOED AT TOP OF SUCH I I 1 PANEL LENGTH PANELS. - i N sit I (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION 1 ' I - 1- SHALL CONSIST OF 1/4"0 20t3/4• M.S. W/ 7/8'00/32" WING I • I • BOLTED PANELS w/ NUT OR 1/4"e.3/4" Min.THUMBSCREW INTO TAPPED BOTTOM 1 1 ! 5.5 BOLTS W e EA. OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT OTHER OF TWO Q� I RI F SFCTgNS AS APPLICABLE) EXTE OR MT CADGES OF END PANEL S_ �•1. �. i_ _. _�._ _1 ll. _.1 _.1_� _i__1 _ l.. t . L l I. n}.. I I. l.. _� 50 x - I or 1• (4). IN CASE IMAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX T-I--^- - f 'RACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO 1I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF JJ_LiJJ_LLJJ111JJ_LZ'.,1J1LLJ�,�CLIJILLJJ_L1JJ11�iJJ_L1JJ1 ___- _ -... I PANES TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. SEE NOTE 4 -- --, ]' Mot �. i .-. Me.. - .' u:n '._SEE t ..%Flw/� ' Wint INSTALLATIONS ONLY VALID FOR WIND E 3 NOTLJ ANCHORSNOTE 3 SPEED UP TO 170 m.p.h. -(SET SECTION Ell k ALTERNATIVE E21W OM SHELT Is) EZI/18, EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM M SCALE: 3/32"=1" t/,' 4e.. GAP • 2,68''(JAN, OVERLAP ., wOLE vMaLY) 77 r MAX.1/4 j GAP O SECTION A -A LAIM1tA NTrnN�Ay SCALE: 3/32'-1" `�•R ... '• �Qy: y��P�•'' EN FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) s 44167 24 GAGE GALVANIZED STEEL STORM PANEL DbY!'Br. . if� i -o''•. STATE 00 11 L 1 E C O E w a CPL08/1L PROTECTION PRODUCTS, U.C. pM[: .eoR s.R. s, shR[n 1 _' FCORIOP 2v7 .. .tom °wE FL su" 20-175 ' '/Dnn PMp,L ]TF. .. •'-(2 NAN n�-,m�ONt1 «,-,Mr Iptps-7s4s, FAX: lwps-rnT •••••- ` OweM ''y'rYI i� A619 tr No /aTL w�t�l NM10 A'. PC xHRt T7 Ot ,. 4111111H1(t H,61 to ENGINEERING ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15, 2020 Application Number 17859.1 - R2 EX Project Number: 20.31543 Product Manufacturer: AN American Shutters and Glass Manufacturer Address: 1540 Donna ROW West Pekn Beach, FL 33409 Product Name & Description: 249a Galvanized Stoat Storm Panels Large Missile Impact Resistant Scope of Evaluation: Tlis Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rub Chapter 61G20-3.DO5, F.AC., for statewide acceptance per Method 1(d). The product rioted above has been tested and/or evak ded as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at *eat equivalent to that required by the Code. Re-evalustion of this product shall be required following pefgnent Florida Building Code modification$ Or revistorm. Substantiating Data: . PRODUCT EVALUATION EX drawing OM31543 filled *2499 Galvanized Steel Stomp Panels (HVHZ & Non-HVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. Is an Integral pan of this Evahistion Report. . TEST REPORTS nd rds r lest s n tooted in accordance with TAB 21Y2 test sta a Uniform static structural performance he been pe pa report(&) aBT-AI 7.001 by Slackwater Testing, Inc. Large ffvmlo impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test reW(s) AST-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENOINEEEBNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysfa to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Sperm 3. Minknum Glass Separation ♦. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEA, 0ENGINEERINGEXPRESS.COM ENGIN EERINGEXPRESS.COM ♦L cHN-r e . - M n 11� SEES SEE O RO iw" PA,rT >, 1 xw i I[ 1 TEMPT= BUILDdI! Al MOUHTINL IXTRU610N6 v.. (1.11.--.­14 M%111N ( 4fp Mlh^ O:d l / / e n G� Iv fSr. EYlll, H A 1 lE4 L Y 4 N: EfI11RH:1 .1-1 1H:I I[IN 'Ell '..-•ter a 1 :Err, ALA LL r� WALL MOUNT S{TION U s E Y. on:;Ej �ov-r . �.n 1•:nlc at ENGINEERING Page 2 of ? All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in aguwable stress has been used in the design of this product. Separation from glazing Is not required for installations outside of wind zone 4 and essential faNyYtie&. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(%). and is accounted for in the engineering design of this product. W/nd Load Resistance This product hall been designed to resist wind bads as indicated in the span schedule(s) on the respective Product Evak3etion Document 7.e. engineering drawing). n9). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document lie. engineering drawing). along with all components noted therein. Product components shell be of the material specified in that product's respective Product Evaluation Document (I.eengineering drawing). LNnitations & Conditions of Use: Use of this product shag be in strict accordance with the respective Product EvabeBon Document D.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shag be of a materiel Noted in that product's respective anchor schedule. Host structure condition which are not accounted for In tits product's respective anchor schedule &halt be designed for on a site -specific basis by a registered professional engineer. All components which are permanently instated shag be protected against corrosion, oontamdnstion, and other such damage at all times. This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank Bennardo.PE ENGINEERING EXPRESS" RIPEO046549 I Cen Auth 9895 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (M) 354-0660 1 (866 ) 39 6. 9999 TEAM tlE NGINEERINGE XPRESS.COM ENGI N EE R INGEXPRESS.COM "�ni.n"r.MCMTas•. x 12" L II N „. .i OW u I� A r.• 3{ ri' s m ' N g 8 a z l iq he -'J s irA N K w W W D 3 T T Z •- fn iL .=•31 f� N nv -c 4r s _ 4 �OrN n Q IN mY O � iL:, .I,t .r. lc. _ r �H �iTR`riY2TP. A ,1U.L •.1 Wes. IN !t! CCa1MG OOT T pDUNr SCRION Zq n N 4.In r A Qq v °R PnWlrrfMd YF'1 Mnr vrx y C A x W Q I- ET .Amyl lr ,rP �•,✓ J ?-NFL. Lt.. .. ,: Fa _ Iv - N Ta:f:F61LE O' ; I,D-IA.Lu-i; .r rr aTn-i :�•I _ ..1 ., n.. _ .... (E P=HAL T( TOM CLMAE0TAILi•. 5It a1D1 11 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES POLxeED , CONCRETE BLOCK ANCHOR O 12' O.C. REQUIRED. �%1\/ " - (/a'r tAPCON I' /1Nt° Iff1( MEAD TEK WOW HEADER 'I 1• - - J14.1' HEX MEAD TIEK _... ANCHOR • it' O.C. _ SCREW OF Off FROM REQUIREDEDGESCREW i 4• FROM V I� 11- f� y �� i-O it ) 2 i I 1 ve -lo,]• 1 l ss w13 r Ra0.n1I 6 1' Mn. ' '/2 GOJrRe1 PrY6� It IrSEPARATION 1 _ EXO� 10 GLASS. 1 3/ s/te'rS-S-�TO ALUM UM POP GLASS. I POP i RIVET g 0 RIVET a- e_ - euo j t-lo., Y i �. I PANEL LENGTH a R a .-_ � � - _.-.. _ i PANEL lEN(iM e ssAsan -_T O IL--SEPMA I f� III -SEPARATION ..1/4TM�Z I" ,� X t0 lR.L55. i Js TO 'L• Sam Y fKA55. 1 OE 6 j =X; 2Y OF 1- i j / n Y /J E0. �• ri r En. t 1/2 1/4•0 TAPANCHOR 12*• Q.. Q. •///I 1/4•r TAPCOIN /,,. _ 21.4' W000 ANCHOR • 12' OC EXISTING POURED - LATEREQUIRED /�� i�f]NCFWM OR CONCRETE BLOCK __ _ REOUNREM WALL MOUNTING WALL MOUNTING SECTION E21 ALTERNATIVE EZ1W SCALE 3/8=1' SCALE 3/8et' p,MutUM1„N 3P' , y��EN$E• .':p . FLORIDA BUILDING CODE Mon High Velocity Hu cons Zone lICdES ; MIN. PANEL LENGTIi 0. 44 °'D70 10.nC0• ,c 24 GAGE GALVANIZED STEEL STORY PANEL owri0'sr 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6" PRESSURE RATING +/- 40.0 p.s.f. AND 6°-0" MAX % m/n/sss .q STATE 0 GLOBAL PROTECTION PRODUCTS, LLC. ws LENGTH. 1 L E C O 1 fE c ,�r�.L . 2. FORPANNEW WOOD FRAME CONSTRUCTION; WOOD � O,r: FCORIO� a/v2u TIWT anal Alm DAMIrR 13331. �Pi N,:: �r.�s� n� •«: (gaps -rite. rFa f66.]esP-mT 2 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'AAy4 Sf.....E� DENSITY OF 0.55 R EOUAL. ' t �: rNNNNIWat iL,lf/OM[ EPLFlat I TI1f171b.. P.[. 4+ sHm 1s IN ,s FAANK.45%CA, Dtts; ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) "D . MAXIMUM ALLOWABLE°y„N DESIGN PRESSURES: ra ' Q aS NOTED IN DESIGN WROTH UNLIMITED (PERP. TO PANG SPAN) TOP MOUNT (CON N TYPE AS REQ'D) SECTtON9 OPTIONAL 4`20 STITCH BOLTS WITH WASH EKED WINGNUTS FASTENED ® SCHEDULES DESIGN NOTES: � POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH Asa 7 AND CHAPTER 1609 OF THE FLORA DA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE R NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. LI : 24 L-, v t m N 9 1J )"DI OVERLAPS" MI DSPAN(VSE - APPROPRIATE SPAN TABLE) i Q O 2 PLAN VIEW y yi GENERAL NOTES: 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED 1N ACCORDACE WITH THE REQUIREMENTS OF THE F.01IR-BUILDING CODE SEVENTH EDITION (202D) iOR USE INSIDE AND OUTSIDE OF THE 4-2 PER TA5 201, 202 MD 2037EST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE I - ;j 1; • in 't/ $ W L) �A JE O a a nR0.156" > AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUITE ADDITIONAL SITE -SPECIFIC SEALED ENGINEBUNG, 2. NO 33-1134: INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. EA _ �7 / 11�/ : BOTT04 MIXNM I ( (CONN TYPE AS ( ). THE ARCHITECTJENGINESR OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS VSEDSHALL BE RESPONSIBLE FORTHE INTEGRITY OF ALL SUPPORTINGSURFACESTO THIS DESIGN WHICH SHALL BE COORDINATED SY THE PERMITTING CONTRACTOR, 4. SEPARATE 5R!-SPEC[mC'S W,Ep ENGINES RIHNG SHALL BE REpU]R[D IN ORDER TO DEVIATE FROM LOADS DEFILE INS. DR SPANS CONTAINED HEREIN. CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REgUIRe D. 0 " REQ D) RO.391, 0.375 MAY BE AT T 5. THC SYSTEM DRAI"' "MEIN M GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITG FOR SITE CONDITIONS OTFFLRENT FROM TH CONDITIONS DETAILED HER IN, A LICENSED ENGINEER OR REGISTERED ARCMTTECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN n � d ffi TX 6 4 D W 9} WpU3 1N�P�(1( E _ BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T S. ELEVATION CONJUNCTION WITH THIS DOCUMENT 6,DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED P. SURE5 DIVIDED ETA 1.5 SAFETY FACTOR, 7. ALL FASYENMS TO Be )I'O CIA GRGTM SAE GRADE 5 UNLESS NOTED OTHERLYISE. EASTERNERS SHALL BE CADMIVH-PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL ANDSHALLCOMPLY WITH SDECIFICATIONS Poll ALUMINUM STRUCTURES' SECTION 13 BYTHE ALUMINUM ASSOCIATION. 13 SSSSN gg IA rV} x.' ^ SSSS <<�` `�' TOP MOUNT (CONn TYPE L[RA13 AS REQ'D) (SPAN ABOVE TRUCTTOn) INC.. & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. B. ALL STORM PANELS SMALLBE 24GA STEEL. ]aOMV. RT E A 5 ITY STORM HELL SHALL CONFORM D ASTM 6 l STRUCTURAL UAL 9. R PA WITH ST[E L. LL A GALVANIZED COATING HAL A MINIMUM Fy UMIN H61. L SHALL BE 6D63-TES AW MINUM ALLOY, ]0. A NOTED OTHERWISE. UNLESS NOTED OTHERWISE IS TOP &BOTTOM DETAILS SMOYM MAY BE IXRRC"ANGED A5 FSLO •°°•� W Q 507T«q J u� WNi aN (CIXNN TY ®3 6 AS REQO) �I Z T CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. R HA TO NON -CRACKED CONCRETE ONLY. INSTAL ALL CONCRETE ANCHORS PER NO CONCRETE ANCRE S NOTED HEREIN SHALL BE EMBEDDED ANCHORS MANUFACTURERS RECOMMENDATIONS. 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECTAU. MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. !� Ell 5 S �e n tTi OBSTRUCTION O (LOCATION MAY VARY) X (L ) FI a 9E_F_TYPE 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS OF ISBY C70 t INDE N IFTES USE THIS SPECIFICATIONIS ER MR R a . & THIS ES RE UL FOR ALL COST & DAMAGES INOEMNIFIIS GSAVES It APPELLATE INCWDINGLEGALFEES aAPPELLATE FEES RECTION PRACTICES BEYOND FABRICATION, SYSTEM ERECTION, 6 CONSTRUCTION PRACTICES BEYOND THATYY"tC" 6 CALIlD FOR BY LOCAL, STATE, 6 FERAL CODES 6 FROM DEVIATIONS OF THIS PLAN.D) is. EXCEPT AS EXPRESSLY PROVIDED MME1N, NO ADDITIONAL CERTTFICATIOMS OR AFFIRMATIONS AR6 INTENDED. yy iY q BE i LR1BE BOTTOM MOUNT (CONM (SPAT BELOW TYPE AS REQ'O) OBSTRUCTION) 16. ALTERATIONS. ADDITIONS, OR OTMM NMARKIGS TD THIS DOCUMENT RITE NOT PERMITRO AND INVALIMTE THIS QPTIFICPTION 1l. PANELS SMALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL PER EVERY 3.0 FEET. CONTAINING THE MU_OIVINGIN FORMLAITON• ALLTMFLACON SHUTTERS AND GLASS WEST PALM BEACH, R leij C B PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W.-20 STITCH PROVIDED THAT CONNECTIONS All BOLTS WITH WASHERED ANCHORS ARE U5E0 WHICH SATISFY WING NUTS FASTENED Q, SPANS A00VE8 BELOW OBSTRUCTION, OV_ O MI DSPAN (USE APPROPRIATE SPAn TABLE) TAS 200A• TAS 2OZ 01TAB B 203 NUMBER aPrWBXTRMIealAIMDfE VISIT ECALC.10131643 ■ $'� 20-31543 VERTICAL MOUNT ELEVATION FJR➢_3?S FG-e :TC•3 ■ 10 2 NOTCHED PANELS 1 N.T.S [ELEVATION I eTea �ea�eEYva®r w«n oa P°e,v,xr ruA. R,B•am.Pi.w„rea ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GOUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS N 5 El (HVHZ. WIND ZONE 4 a ESSENTIAL FACILITIESI DESIGN PRESSURE INSTALLATIONS LESS INSTALLATIONS GREATER (PSfI SPAN (L . SPAN ILmaa) THAN 30' A80VE GRADE THAN 30' ABOVE GRADE 1300m 606m _•/30 •/35 13001. 606 in _ 3.161n - •/.aQ 130.0In 606 ar 2161._ '' •/.45 130.0 m 606 m -- 1.161n / So i 130.01n 606 m 1.161 SS Makin 6091. S ' _• -" /60 1 832m - 609. .09 _ 2,S3 -_.-i -I .. r 65 98m ____ 6. IS in 2.721 • 7O ! 36A 0, 6120, 190 / 6.13 m 2.98 In ~ 17.0 In WAN 5C 1 ItvULt NU I CJ: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN R EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS I'F'.TRACK• STUDDED ANGLE. ETC.). USE 6.25 O.C. PANEL FASTENER LE SPACING TABVALUES FOR ALL'H"- AND "U*-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQU[REO AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IRED. MINIMUM ALLOWABLE SPAN SCHEDULE P MOUNT M�li nF H Anti, W 0• 0" i3' 24' 22' r P 4' TJ' 2r eIAMe %, HM.dM IF 0• IT 2s• 2r 2V Zr 2r a 2r zr 2r 2,68 V Hssov O' D' IF Zr 24' 2r 22' 2r P 24- 2r 2e' M 23rze 23" Zr 30r4r 31' It-2V 23' 30rAr it' Sr 8, 10oW •F T. www6 2r 2r 2r 3w 30- 4e• SO' 2T 40• 4e' 46' 30- 83- ' r.AN 2r 2r 2S 31. W 27" SO' ' Sege tl Zt 2T 2T tt^ 2e' 2W 3W 30' II' ill' ?P 2T 1T 11• tt' 311' f- DFba MaE6 24- 24` 2r DO^ Ar 50' M 4S 2r 4C 3" ST V s H.rt G• IF 0- 2T 24- 2T 2r 0' 2r 29' 29' 'P Anslis T1.4 24- 24' 24- 3G• I 4r SO' 2r 4tr 24" 4e' SW 27 23' 23' It" 30' 31' 11' 3V 23' 30 it" 3r c t m 20 zo 33 5, BB• 3r 5F 26 sr se CONDITIONS AT TOp OR r0'TTOMHrP N[11pryG}H51ES5 r"AV THOX NOT[D M TA6Lf ABOVE ME M1T� ACC[rtABLf. M SEPAMTON ROM G1A5615 RlpIIRED wr<N sgNEt ,EIIGm, IS GAEaTEA MAN TwT hOTCD FOR AESPECI.,KN" CIIRRNATIOHANHY 3. 61Df CLOSW65 AeoJIRED [M ALL RNLOWT MOPNIS IN TABLE AROrE. - 6f0E Q05D.E5 ME NOT N5ED war« .11DOJI MORMnNO CONDm , RED ..AAT10A ,ROM Oi. S5 S-1 RE Per Derail T' A[p[n rAe1e ar.LIB ro ROM J2 wm. oR wlTrtTDT mrcH Molts AND P.AELs. R ROTN vnTH a.ru1 w I 1 24w FA6T1A RISS OA 6.Z5"O.C. s. P (M Dar VAN 1). NIi- N V5IAG ONE [] I OF ITI OPnON4 N M -.I 40waE6 Pea DPr[]INc [PeA tRrAlt AI, uaNc erRr MouNMAe cDADmon NNOwA IN TMEsf DMwIMG6 /•IOPTIONALINTERIOR FASTENING DETAIL � N.T.S. LAST PANEI PAST.ILLED DM INTE.- ADJACENT 10.1's.s STHAU „e01T Da A MAC...SCREW THRu K' CY. wfM I PM Aur a wa5•<aED ADAQn oH,NSIof FAa W 2D.1--t.6 1A STUD W, WASHER!. .I- ® lm D.C. b COANECTS w- AOUM F elPmusROH TO ADMaAT ti PANELI BOTTOM AOYNr I EQ TYPE AS AEQ'D) PMelD. CONK TYPE AS PI,Q'D enmAO coMaETe uAONeO_aFaF _ WLLF THE AOILOW e1ACt Q VALUE AR' IN - WOOD PRA,tING YAONO TABLE. a faC" PAArt A1AA EL, ro ECAess aureLl M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 1AY. SENNM00, " Prep•BSMB CA. Has 10N IN y rOi G wt7 - W L �>jU`a <W `9 N x W i 3E " in IN W �W D 4 TRIWI(0O/W- IS vemniiM GP YAPS Ac 2.990" 2.290". )-2.250" D094'Sp �o.a6a' -�-0 094".125' 0.757 101. - '-' 4.1st u.1,. �.625' o 0.094" q i H m N L!G 0.125" o _ la GA g fj8 .D94' '0 �,.(712D' TYR TrvT094" GE »l.-0.062 3 .062' -SI �1 �0.125" 2.Got. I 1 3s -I 2.000' o a62" --I 2N V.000• I- TIP. x .030' 2.50' _I 2.000" (--- ui -� z.azo' w> 4.121' 1.1�" V 'H' HEADER is"If 1{,yER �[La0.-OUT 'U" HEADER 4o-µtl= �'I--P'W CL03URE e151Le FNDIE (( la'v'_`_ ter- t� LI:.. .NY� 1.51 1.560'�--11.560' 1 510 3 O j6 X 31 0.376' 00 435 D 376" 0.71 5°1„ -I 6655' 0.19 °�i D.b�S' F'D. 6 b55" F- 12.500"PANEL COVERAGE -N �I 0,179°-f [ 1Lyll�llr OL�9p' �1 11-' .7 a� 1�[ M Ifs .tF+t 0.s24.lsD• D.250° a.aso" O Q Lot 14.875'PANEL LEN 1 y 1r" D.545• ,D r.12A LA PANEL I V UNECT •{yr r n �- MAY BEIDH 0.085° r1.2$D" t•, 0,090" uun TVP, rI'OrP 2.o00�D. 0�215• l a.2t5 0.710" 0.D.13S .305 r/�S n aRv D-OUT Y' TRACK „F, MACE a .F. µp P� 0.090'� TLR-.Otc � N ;MT 0.957" 0.3f 0.376'-�j f55' =--.a LEG �In d -•-.� MA�YItlt� I--3.0[O' O.lzS' -� D d 0 4 1Pyt. iLND/MS ki rp E Ly z n.. � 'F' ANGLE - 1Ri1IX fEJI7DIDLn] IA00" ' iI-VkV�C�T v, v:c 0?[aT1p,l nil C$ .� OVERLAP D:*„vi, I mnaT r�F 4' MAX. A CORNER ttDSUNE DETAIL MAX. T 0.1�"� : .KP.ere YSyr MAX./`-.2S MAX �n rFAnT r. BUILD -GOT r mi• W WNII.uury 1 DISTANCE Ur rr,nlr,n ,. - r•' EMBED OVERIJN 3.820' ! A 25° MAX. 1`l qLMIN { 1E fl'T - J.. ..=.r S.SOp•., - I.x a !f�£�0' 4' MAX. MIN. en . OW u rwriL U O,RNERCLDSURE DEfAII BED /1r.W,nC_NEDETAa-R.r'r..Tr " NS. £S ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS O 12-S" O.C. I0y, wmummmmmmm®ECM, ®IT EM FINE AIMMOM ®"1111 ®BEM®�t�t®(il�f�fF� (®(�'iN EMi�fe�P'®'a.f�fi�®�ff�g Emu mmimmomimwmm ®�E� - 1IM11111�®�i�®®�® ®®ES1t� IIXIII ®tA��®�®�®�� _ -_®®�® EN MAx Dea[GM ANCHOR PalS$Ua[ T"ff RP 4 Ina'-H 4P , u-ALP GOYK 77P! CS C2 C3 c4 COMA M! CI C2 C3 C4 COXarIYPE CI CZ O C4 r EMBED 1/ 33 .. rw 41 4B 52 72 12.5 160' S60' SOH 12.5 16.0' 160' ]. " 5 125 16.0 160 67" 1Z.S 16.0' 16.0• flit- 'L!V 16.0' LSD 6.1- 12.T' ma- I4.e 60" 12.5 16.016.0' 7.5' 12 S MCI- 14.7 60• 12.5' 16.0" 14.7' 6.0" 12 S' 125' 16.0" 16.0" 6,9' 180"14.7' BD" 12.5 12,11 Is all Ua,all 14.7• 6.0• 1471' 60' 12.5 12.5 16.0- 147' 6.0" 150.147 0 0" O 111 t 1 Y2` CMDED 33 WOOD SCREW 41 48 52 72 3/4"a1-314'Oe PCO 33 TAD OW 4 C 3 48 T e>s 52 r2 12 S 16 0' 16.0' 'a"" 12 S 16 0 12.J' 7 0- 12 5 16.0' 30 8 6 2" i .5 2 60" ICA- 1" 1 a 12.5' 16 0 9. ' 7 5.6' 12 S' 16.0" A7' S 6" 12.5• 125 12.4 12.5d 160' 1L0" 7.0' 36 D'iL.1" 64' 16 0' 9.6' S 6" 12.5 12.T 12 S' 12 S' 180" 160" 16.0 160' 96' S6" 9.6' 3-6• M" 5.6" 17.5" fi1M 125" 12.T' I2.5' 12.5' 16.0' 9.6" 56•' III". 9a. 5.a" 16.0• 9.6" 5 6" 16.0"102 L2 S 16.0 13.3 12 S' 16A 9.2' 12.5' 15.0' 9.2' SM 12.5 36O S1A° S e2 ' TESL 41' L25 L3.T 16.0' 30.5' 1R.D 9.3' 12.5" 12.5• Isla" 16.0 ] 3N' t ' 6• EMBED Ali InN I.I.-I 41 WOOD 6LSHINC 48 q 52 72 SZ.3 16O 7.0' 3.9° 12 T 12 1 4. 4 ]" R 6 23' 12 4" 4.6' 41" 12 5' 15.4' 5.9' S 0' 6.25 1L 3 t.7' 4.0' 6 ZS' 12.31' 4.7' 40" L2 5d r 6,25 12.3' 4.7" 4.0" 625° 12.3^ 4.7 4.0" 6.25' -1.41' 4.0' 6, ZT' 12.3' 4.7" 4.0" 6.25 12.3" 4.7' 4D' ANCHOR NOTES: 1. ANCHOR SCHEDU LE APPUEST 0. PRODUCTS CERTIFIED HEREIN, O LL RO TS CER TIED BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE INDICATED IN SPAN SCHEDULE SETA APPLY. U SMALL 2 ENTER ANCHOR SQ(EIMI PAWL FASTENER LE B T DESIGN NESPACING, THE LTOEXISTING STRUCTURE MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN R EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SEL.ECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. 'DRIVEL FASTENERS' S N N V ARE STUDS USED COWL ELF WITHALLMOUNTING VALUE F ('P-TRAGIC, STUDDED ANGLE, ETC.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H'- AND *U'-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATIOM S. HOLLOW BLOCK HOST STRUCTURE 51{ALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMBED TO 1/4- MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VE FY THAT FASTENERS T O RI AST EPT ARE INTO FOR SIDE E WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING 70 PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD t)'a- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE-G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHI LLIPS PAN HEAD R HEX HEAD, 11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS ° DIET & BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT Of THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, R WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STLICCO OR OTHER WALL FINISHES. 14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 15. 3k DIRECT MOUNTING CONDITIONS. Lfi. LINEAR INTERPQATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTER ON THIS SHEET, 2 9 Q� to CD O .�. U N N CL Q O O CIO -0 Z U 0 O0 0 8- = O � O LL O^1 ECIO W _Q .� VJ ca- Q tV N p O I O N CL UN ,--OLCO M U_ .- Z = 7 C O >_ O/�� I. 4 Qi ) U) 4 C E Q o 1 s m 4 •� 7� >f Cr ) LL .� E C 0 Q � C r6 U W J d SHEET NO. SH 1.5 s Lennkfv POP,-E3 tic St �q��,t,I7N65qF (-0358 e-�Or s�&v---rRL. hbo++ 59urvl-u M