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HomeMy WebLinkAbout6386 Back Forty Lp1—_ I 1_.1 _' 1 _I 1 M IN'11 I�Itl,1f�lJo l;:. �a41 i f AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bfold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Calf. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementhious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dis. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas, Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mir. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MLorM.L. Microlam MONO or Mono Monolithic MWor MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Ph. Sh. Plant Shelf PLT HT or Pit. Ht Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SO or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06.23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE I = IF= INI INI *IAL I 18H 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & 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 PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 I 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 F13CR (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. en N O N fV -n Q >LLJ 0 r � V G !+ P N us d o ea 39 os Qi V r Q � 3 � � d U W ti =o1=o yam. a+ C <O � a V LU N CD >, o N 'W` N W N M 0 N 1 co N LEHtAw'1, .4r rY§7YS�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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E H o 0 A 8 0 M M < M LL 4 = LL ur (� LL tL a _ o- 5d cc r� o W°'°' `n ZN o <i W ❑❑ (D z z rZ ,n N z . LL Q. 'f�'C• L w V o OL/11 c 0 T U 0 Q x pp U E w�a ZE o -g j .Lt . M ro Z I m J� W sr, =1Z 0 0 ' t� I >� 77 c� Cr CV 0 J _ m �-. +W o V7 IL N O N 0) L.n T C14 < LU.)to 00 T M CO N d o Z E N— E ?3 U m a ¢ 13 JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. C S 4 6C VARIES KITCHEN ENE MEDICINE CABINET 0. BATH 60 KITCHEN BATHROOM 2 FINSH PER FLOOR PLAN 4 60 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2"LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW _ T-- MIRROR v aa>> u. u. IN SHWR. SHWR. CURTAIN HEAD ROD o- 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHN TOILET TOWEL BAR - ,miC ON BATHROOM WALL SHWR. •� 00 VALVES TOILET 14 SOAP PAPER FD DISH r HOLDER R N 9 M O tv TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS 9 e a w M M d U DOUBLE RODS E SINGLE ROD KITCHEN POWDER BATH 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT $$Q BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP _� 3O" H BASE CABINETS - lL •;bo n n a - 1'-2" t4 O 2x to FRAMING 1/2" GYP �I �? BOARD 1'-4"X1' A" "LR SHAPE CMU COLUMN - ■■- - - - - - - - - - - - - �■ LANAI o I V-8" FLAT CLG. A.F.F. G.T. 1 L I FAC7PAD 4 'O o0 12'-0" 13'-0" I 10'-0" v I I I O I HB O 1 6068 1 35 SH NOO K', ', '! DINING 8'-8" FLAT CLG. 8'-8" FLAT CLG. ■ TILE CARPET i � o 0 13'-2" 11'-10" -11" V-0" 2'_8" 74" 2 rn O N 2x6 WALL f o o D.W. I 2068 M ■ I I BF. - Cl)- FAMILY 00 - 1 SINK 8'-8" FLAT CLG. io ■ {� w/ DISP CARPET 3 N KITCHEN ' S6 " .. c I " 3 8'-8" FLAT CLG, I TILE TYP. @ S6 Y I c ■ 2 STORY W I TYP. @ C (V 2 STORY I (3) 2x4 #2 SPF STUD W/ `- wa USP HTT16.6 BASE- r-----, --- • - ER FG1 TRUS I' OCO UNDER S II 1I 2'10" T- - LT 1 I ALT AC PAD I I I ( I I ■ I - - - - 42" HIGH 1/2 ■ Il` 11 - WALL W/ 1 x CAP Q L-----J 3'-2" 3'-4 1 4'-8" -1" 3'-1" 4'Of O PLUMBING LINE w 4" I I �Q N TO SECOND 4 FLOOR DTP WD. II ■ 60 8'-8" FLAT CL- _ A OCl) TILE I I I I 12Q68 BF. 111 0-1 I 0' 1 I I I I I I I I I I I lip D OPEN N T S3 I I I I I I I I I I I I I TO ABV. (3) 2x4 #2 SPF '- 2868 115 14 113 112 11 11 171 16 15 14 13 12 11 STUDS W/ USP EDGE OF SLAB 11 2868 "- - 1 - HTT16 @ BASE 2" BEYOND WALL S W F YE R - Q C S4 F 12 C 8'-8' FLAT CLG. W_ - H.W I S3 S3 o TILE liJ 20 w 6'-4" 3'-10" 6'-2" 2'-8" -11" 4'-1" �� U BUILDER TO PROVIDE LWHEN O W 0 m APPLIANCE PROTECTION NOTE: FINISHED WALLS r ■ ■ ■ REQUIRED PER FBC TO BE FLUSH. FIELD - -J VERIFY. zO ww - 54!-'x-20 --- ATTIC I "? Ud 11-. - --ACCESS 1Iq 0 < ' EN RYI 'O c7 8'-8" FLAT CLG. q U 10 AFF -------- ■ ■ N LU w c ■ _ tD U) G.T. '- A S3 - -GARAGE - 2' 4' TYP. @ _ 8'-8" FLAT CLG. A.F.F. SINGLE I I STORY I I ■ r - I I K I I o, I S4 I AT HB j TYP. @ 1 1 GARAGE 1 Q ih ■ 16070OVERHEADDOORLi ■ ■ CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" O r WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18+JX25} S.H. 13 20 X 38 IJ 18 } X 37 J S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 18JX71J S.H. 11-12 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 X 50 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37'J X 501 36 } X 50 S.H. 25 37 J 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 J WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 52 J X 37 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 UE +26.6 / -29.1 +26.6 / -33.5 OG SEE SIN SHEET U SEE SIN 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 FIRST FLOOR PLAN - B SCALE: Y4"=1'-0" 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 FLOOR LIVING AREA SECOND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. es cat -o W a i o C W V N •v m x ea © �. N = N t K m CmCm tD m w o 3e cc � 3: cc N a = E 4 f� U M 0 N N t1afY�raJr :: '.' 0 *; To the best of the ngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlds Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 N 8 V y N tt- - (00 (nN O .9 001 y M p J LL LL LL i1 z m4 5 13 2 E O NG W 2" m LL Z 2z Nd ILW a z OU h ❑ ❑ � z z $ z Q J LL N (n l� z vCD Oro �2 -9 W-0 N ro LLI ® ~ U 15 $ • o a _ZZ M p E �� oLL <a 141- O N V R. zg E gQ `;,) z8 C y F $Z z to a�i J �b 02 M �IF a s3 i< � � J c� co N $ INf) N J m 0 Y LO 0) N a o LO Lo r M ( r (' :$ (D N 3 o ? M E d N N c m y .. U c 3 d _J< p JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. 1.1 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" B (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. i 6 M�< 5 �4 s �? -i 3 12 42" KNEE WALL WITH 0" 1 1x8 CAP & CASING I -10 36" H. CONT. 9 GRASPABLE B i8 UNDERGE co 0 RAILING r �7 STAIRS 00 ix TREAD 1x8 CAP & i5 (TYP.) CASING 1x RISERS i4 (TYP.) (3) 2x12 3 STRINGERS---,,.2 N 2x FRAMED 2x FRAMED WALL WALL 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. INV- .-IN T CONT, HANDRAIL 42" KNEE WALL RETURN TO WITH 1x8 CAP & CASING WALL DETAIL 3/4" PLYWOOD('RDECKING + - . " - . " TYP. STAIR SECTION SCALE: 1/4" = V-0" 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 '�2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 Inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0. LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENE LANDING FOf STRINGERS - CONNECT TC FLOOR SYSTEM 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. 7E tR 9'-0" MAX LANDING LENGTH 1 TYP. @ CONERS 6 H1 B 6 2O D2 D2 EGRESS TB 60" X 36" I NE SHOWER CMP 16'4" FIBERGLASS H1 z P SURROUND M 3-4'T 5-5 OWNERS 4 - -- BATH SUITE 6 = " FLAT CLG. _ 2668 TILE 8'-0" FLAT CLG. D2 2068 CARPET , - -- -- - G.T. - - - CS 30 o 0 D2 4SH D2 SIM. w! (1) R&S I'--- - _l SIM. w/ (1) MSTAM36 t"------ FLAT STRAP I IAl Ilu ." MSTAM36 FLAT STRAP 200 W I C N S6 0 1 8'-0" FLAT CLG. 2068 TYP o:l CARPET 2668 � � s TILE TO TJJB CHASE N A.F.F. H1 M UHA I BEDROOM 3 O4SH 1 8'-0" FLAT CLG. CID 6 '-0" T OF U) m CARPET TILE2468 IrI D2 TP gF ron 3-93'-0" 3'-3 5 - Cn 26- I fn D2 as j - `,� - - G.T. - H3 6 SIM. w/ (1) 8 O rn B MSTAM36 uJN FLAT STRAP � 6'-7" L 2'4" 10'-4" e , s DRYER VENT j -2 2668(9I M D2 THRU ROOF. LL u_ JNSI D. 00 Oo 42"HIGH 1!2 HAON BOX I I I I I I 1 I I I I 1 I I I 4 @ to W/ 1x 36�� A.F.F. w u) CAP 1 <t iY W. I I I I I 1 1 DNI I I I I I I I- I I I I 1 I o0 LAU N I 116 1 114113 112 1 11110 9 18 1 16 15 14 13 12 !1 N 8'-0" FLAT CLG. TILE � > < 22 H1 2O D2 I N I fn I D 1 B I 3'-8„ V-0" rn 1 „ I Of of I 4068 BF I I BEDROOM 2 8'-0" FLAT CLG. Ica CARPET I°C I I I I I I 1 22 I I D1 I I 60 4068 BF I I I I I 25 SH 1 D2 B RESS 22 I H1 D1 I I j I 1 I I I 1 I I I I I I I I I 1 I I L------- -------------------- L ----------� 14 8' 00 tV RFV in 1 9n C.AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 1T 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** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25 S.H. 13 20 X 381 181 X 371 S.H. 14 20 X 50 J 18 J X 50 S. H. 15 20 X 63 18 } X 62 J S.H. 16 20 X 72 18 } X 714 S. H. 11-12 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 J X 501 26 x 50 S. H. 1H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S. H. 26 37 J X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 381 52 J X 371 S.H. 34 54 X 501 524 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 524 X 714 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 <e>(2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 Q +29.7 / -39.7 �C +28.3 / -30.8 0 +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 SEE SN SHEET O SEE SN SHEET 140 MPH Awiiw 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 SECOND FLOOR PLAN - B SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be n f above fir. r FBCR G2408.2. Except where installed a min. 0 18 abo per p 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 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. 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) c� !V c CV *ct CV W CL ca 00, C V N o m x C LJ- d H co o 3 c' 4 of C w. C a E r. u = a � � m � ; L u os m � c a E m a C.� N N co CV ri�9.Iyr,•y10�''� 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. W $�� `�, co (Ai aj tN+7 a � LL JwtL a Z o a Sc 0 OL cc elm W��rnrn J CO r 0 Z N d W bCl)N � Zo ci W pp 0 Z 17 C1 Ofla� N w U � OLU t!1 c 5 w W m C) C__m - 0 I N � s� o 3 M Z LA_ E Z. aE 9 -_• o� E �z ;Z Z dz W z J C C U pp 2U m E g0 Z C yo >z " W m a =s W C7 NJ v zIa o y c0 0 = �O J L6 O �o 0 L N �- N U ) Q �' 0 N IlI1 . U o m N LO •i--+ LL Ln M O m o T Q 00 T tD N � � o Z � E rn N t6 a U _ ¢ 0 � JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. 1.2 'if n I I I I Irt l'E EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5.9� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS R. — — — — — — — — — — — — — — — — — HGT. CJ y 25 SH 25 SH FLASHING 12 � ------------------------------ --— —— I _.�_ CJ / WEEP 35 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 17117-wels _ HDR _ HGT REAR ELEVATION - B SCALE: 1/4" = V-0" ao FIN. FLR.. T.O.M. i 00 5'-0" RIDGE VENT L T.O.P. 12 5.9� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER HDR. ON FRAME -too r 00 c CJ t` FLASHING -. FLASHING - - -12 25 SH _ 1 12 FIN. FLR. T ------ -- L=-1==z — — — -------------------------- ------------------------------ _, �4 1. L L T.O.M. CJ / WEEP HDR. = TEXTURED CEMENTITIOUS = _ FINISH ON CMU F- _ o i- 25 SH 25 SH FIN. FLR. ------------------------------------------ ----- -- " 111 N _....... ...... -, _ ELEVATION - DETAILS 10" =1— FIBERGLASS SHINGLE 6" 12 r`�""`"""" INSTALLED AS PER rN ,i' ,..� 2� 21- 5.9� MANUFACTURER SPECIFICATIONS T•-J--- - ---- &705TAIL�112 -1-0' - - T.O.P. EXTERIOR HGT. PLASTER ON 1 FRAME RAISE BANDS ^7 OR FOAM PER 00 COMMUNITY 12 FLASHING SPECS .- Q4- ---------- --- ---- - 24 SH 1 L 25 SH' =' __ _ _12 FIN. FLR. ------------------------—�_ -- — T.O.M. CJ / WEEP ME����� TEXTURED�a�]a�oa CEMENTITIOUS FINISH ON CMU = Ll Ll �n E El 0 LlF-7— ---- 0 0 0 0 0 I -- ] ____ _] __.. __. —Ll FIN. FLR. — -- ----- FRONT ELEVATION - B SCALE: 1/4" = V-0" 12 5.9L,,::� 1 H3 SH RIGHT ELEVATION - B SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER ' OFF RIDGE VENT SPECIFICATIONS cil 1 H3 SH CJ 5'-0" RIDGE VENT EXTERIOR PLASTER ON FRAME FLASHING ----- —. - -_-_- _-_--.---------------------. _---------------------------.-- _. -_--.- . - - CJ / WEEP CJ / WEEP 1 H3 SH o LEFT ELEVATION - B SCALE: 1/4" = V-0" T.O.P. 00 FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU FIN. FLR. 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 0 cal o= 0 T m y ?C O- � o 3� dx w ra s a V Q ra'rao N d � c '. E o a M N O N N /I/ tt 'J+ryi19i16L6 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. a W I. E 8 G N $ 00 00 fn N '2 M LL Lu Z g� a �9O �_ '(a co N W co T m Z � co 6 r'L Z d IL ILW aN Z OU 0 8 c9 0 Z o 2 ¢v J— d � N t� V) 2'- -S � o v � rl O w s N W c Q 0 N W C � w LL O za QO g y Z J to �` U oa ZO � � G 0 0 a Z M� o m2i o0 Z W a Z 0 Mill!J M v w 0. a ° � Q 0 O J O m m B m c� (o In CV a (V N Q CY J U) o m N ~ +-+ O Ln O r1__ N Y `° N m O Lo T 00 coT ' CO N o Z Z 7 N E CV M a. 0 _J a o � JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. 2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR NEMAI 150 AMP/ 200 AMP 3 to lights & outlets 2 to appliances and GFI ]toWH to Range t0 HVAC 0 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTE M 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from unished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed In comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FE�b GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I'IV SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX CH PB DB SD CM USB a 0 2 �O FT— WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT {I II II II 11 K3 G 1.5" VTR —III I� I I I I I �> � i I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DIS KITCHGyIN IGFI IZE DEDICATED I RECEPTACLE FOR MICROWAVE IGFI RANGE HOOD 3 PER SPECS 37 11 j I I 01 II OPTIONAL LIGHTING SCALE: %4'=1'-0" r-----------i I ROUGH -IN FOR �/ 1 1 OPT. CLG. FAN/ I I 'LIGHT PRE -WIRED 7 I I ' BEDROOM 2 I I I I I I I I I I I I I ----------- I 1 I I I 1 I 1 I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I L---------------------------------------' SWITCH FOR DISPOSAL IN CABINET r==== zi Ir tl II ALT II I I AC PAD I I Il ll WP GFI 4 DISC. �• ` PER SPECS ELECTRICAL PLANS SCALE: %4'=1'-0" N O N c N � n a> > W O � C f0 C3 CV m C t/! p tV i N O f0 a: N L+ F a> u d � 3 � iv 39 m t` ._ cj W 2� n a E A � a Cs M �O �1�A1;.971lPd cC.0V cV Cc_ �` &i:}eqa 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 H Q o M o � 2 co n Q J V_ � J � k LL a a Z13 —ate �Yi =ACc o W 2 on m W Z LL IL '� N z d J ZN OU U W ❑❑ N z Z a N N Z m C:) M n V � 041— LLJ vos f13 now� ,— E s " E E iO o0 E_ro § Z® Wo O On U BU ro E °aa Z ro � i wz v §g� 3 u0 X 4 Z 0 [n " 0 az W a(CC NLL a� F$ �Q zR a� C O i 0 it 0 co LO N N Qn � N CL O m .° N f-- a✓ o LO O LL N "fl M N m O T M r E 4' CO N o Z N y C E ., Q) e JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPAS 60 SQ. FT. , ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation v be provided Ventilation Ventilation (See Elev ) required eerie needed required soffit by upper needed ventilators Main -- - - --- 0.0 --- 1.0 Floor 288 276 39 138 10 69 - - .------ . --- 138.0 (Zone 1) 0.0 138.0 Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 -- 213.0 75.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4"=1'-0" N co N C 'C7 D.- W a!C i o i a C W V N +r C�t1 N JQ O NNE sK 3� �3 •- Js>' JL .L7 cm a LT fA Q. E Co jy U t� N O N 1 r {•t• l\r `�1 ���%JiFtii9• 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. V) H p (1 g O N = N W C N m txi a �N0 u �LLLL LL a a Z c a, Y 0 & 2 W Z d Y- N ZIL W El El 0 � Z C4 m Z g Q C� N of - N th Z ^ ''V V S Vq C ) W C 0 L.J.J 8 F— VJ U LL of ILL Eg �o o x° a� ZWro H � g of como 0 0 m Y oio z J b aw �Z $ =o W LL �$ o w� c O Ln o �' 0 L d. CID r. � N g LN Q' N m N *-# O Ln _ 0 LIL N x co N m 0 Lo r 00 r E_ 04 Z 2 E N `m a U � Q 0 JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w � t1 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ,. :""1' •'1I1 ` :'' '—#5 CONTINUOUS r�: 'i c,. .'.•' �_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. 4, Y;l�`•r HORIZ. REBAR, TYP. ... Y' : i. S •. . . U.N.O. •, r��. • . .�i:r i,rl `�- **Alternate: � � r � `� � • • f' ^ sI •. The reinf. bars shall be �: _ ; Cont. around comer by cold •: • r - r ,: • •: , • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-011 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE FOR WIDTH 0 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. — TYP. @ 2 STORY U.N.O. / J 25'-011 10'-01, 15'-0" 1141 71-411 1 /-411 L 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 11'-8" 6110" I 6'-211 51-211 51-2" I -4 -III I I 2,-8„ TYP. @ J 2 STORY S6 AC PAD I I U.N.O. ■ NJ ■ ■ // ■ ------- --- ----------�ri----I I M I s3 I i FILLED CELL /3 00 PSI /� / I IN I CONC. GROUT FROM FTR TO BEAM w/ 1#5 REBAR VERT. BO E SLAB. TYPICAL @ ALL PLAC ES S H WN HOOKED FTG. DOWE S 1 " // HVAC CHASE 1 1 EMBEDMENT W/ 25" EKT. ABOVE SLAB /j BASED ON 1 "GRADE 40 STEEL11 LOCATION I ■ 1 4'-2" 2'-6" 0 r / / 64"UJI I 1 �-- — — — — -T--- F- 1 O�I I II I ■ / II 00 to V ELEV. O /61N CONC. SLAB / 6 0 EO TYP 2 STORY U.N.O. ■ ir2 cce) r — — —1 21 ,1 l/1.811 PLUMBING 1 I I 3-1/2" MIN. 3000 PSI r ALT� I / STACK N I I CONC. SLAB FOR 1 AC PAD I— I I HERNANDO COUNTY I ■ ■ — J Li ONLY 3-1/2" MIN. 2500 I L_ _ _ _ J PSI CONC. SLAB OVER STUB UP TO 6 MIL VISQUEEN 1 2ND FLOOR 1 I C J VAPOR BARRIER FOR A/C — — — — go OU) oN } t� o co 14 IF Z Or OA S3 0 TB -cn • • STUB • nuns NUMMMARRM. �:�►_�) �n CD C K C3 1 /2' I S3 S3 PO'-8" O BUIL ER TO—1----1 Z wI PROVIDE ■ ■ ■ ■ O_ Q APPLIANCE I � a PROTECTION TOP OF CONC.1 „ t9 J¢ WHEN REQUIRED PAVER TO BE411 ■ 0 ( I U PER FBC BELOW FIN. FLR. N ILUw 1 V)LU >w I I ■ -- 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. - - C.J. — — — (2) #§ VERTICALS 2'-6" x 2'' -' x 1'-0" W/IN FILLED CELL i W/ (3) #5's E.W. I S3 ------_—L-------- 2'-0" x 2'-0" x 1'-011 W/ (3) #5's E.W. 16'-8" 16'-0" 25'-0" F� ■ A S3 o TYP. @ Er, SINGLE STORY 1'-10,11 5'-411 0 U) PROVIDE 1/2" x 91/2" RECESS FOR FRT. DOOR P/ L \ v 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 0) V Z O O � ON UL zCr �O OU) U. ' 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 FOUNDATION PLAN SCALE: Y4'=1'-0" c� N O N +� r ti W `'E a� M c raWe„ cc+- =4-4 N N c a `C" 3 W a« 6 3 • v a, 0 c cs N N CO 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. v) I49 -o s 108 N $ = N rco � dQ ENO , M 0 _ LL LL Wa �y Tt Y i•-�' N� inQjO' W z LLW m Lu MZ d0 Z N OU W DO z"' 8 —Z $ z o J v ! N M a)m� LU w a �uI O w $ IN^ Ly N W c� Q OD �1 N Z CCM l—'i_ E E zo ?o rH zR Q o H• � =® U t OU az � O �W�yy 4o K W m0 cn � C Z z 7i c dz a it ww ao 2I4 V c0 0 _ J L6 0 o, c0 LO N :3CL N I.C) Q Cr 0 N o m N o N 00 o Lo T Q 00 Itor E c to N 0 No E m ?: c 0- U Q p J JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. 5 RSH ENGINEERED CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHTS T 5 AND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) EFFECTIVE HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38,22 -60.99 -60.99 60.99 -78.58 ROOF NAILING SCHEDULE:/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS411 (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: 7/6" EXP. 1 eye) or 1%2" EXP. 1 (32/16) TILE: 1Y32" EXP. 1 (31/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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. F a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR -- — N LUS26 1165/1060 ** 1005/915'" 8 - 10d x 3" JUS26 1000/1080"" --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 "" 20 -16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32TTg—DSINKERS & (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 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (" ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN ELEV—B SCALE: Y4"=1'-0" N O N N v-- c o W ci n o m CL N � LL"40 ov N Q y LV $ = as m CL w c is S 3 m a a Q w W w w cv Cr -T vi 4 f� c E 0 Ceo 4P o' M 0 CV N 'c�rr1` cr.`F •ter%. 5-,�'Y•`�•3� �d��liUi1'✓,3���yr To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W d of O N 8 (a N C V % N �rNQ /N C@ J L� LL LL W d T., J W 52 M C R li 0 39�O)0) Wz w LLW 10 N Z ¢ ZN 0 0U U W 11E3 Iq z N z z iz- cc $ N Z - co L1J � U 0 c 8 N W ® E z 8 I U � a M o C14 S o J W r vM M o i da LL- cc E Zg Z Q ,a O E= aLL za �O c�fl E W < az Wa wz z d t o (n ro dz �Yo� �O zC: m 2 t(m ` U W6,5 VJ µt 4J aZ N W aq w J� O a M O t 2I dY bU 2 C 0 i 6 O d' °' N co LO CN .-. =)N °- LO Q Cr g cv CL U o m o LO LO hd o M O m o 0) �N CO N Lo T < 00 T hi E j CO N to o Z z E N a n E U 0 ¢ ❑ JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. 6.1 TYP. @ F- CORNEI I I L-------------------------I PER ASCE 7-16 ROOF DESIGN ALLOWABLE AND MPONENTS RSH ENGINEERED CLADDING W NDFPR PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT 15 5 ft VIND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION (4:12]-[12:12] 8=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 10 -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 e%) or 1V32" EXP. 1 OY16) TILE: t5%2" EXP. 1 (fie) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 Intl (2Yz" x 0.131 ") NAILS OR ASTM Fi 667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9-10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1nd x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. l(26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "* 8 -10d x 3" JUS26 1000/1080** --- 8- 10d P I HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 17 EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ 32) 16D SINKER (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 1 8- 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" 1 HHCP2 680 570 20 Intl x 1-1/2" * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/. 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. i _31- (A) At OR 2 PLY :ARRIER FX CONT LEDGER I SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV-B SCALE: Y4"=1'-0" N � c 0 i > W o ci 4 Qo C e0 C-3 N y a o y 0 fV Z Q .✓ N -=9 3 °i aY a c-. a E c w a t c 3 3 • � a .3 c E ea c 4 y 0 cM 0 CN 1, 0F 10 ft��a;z1a�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 F" o 0) L' � 0 y @0 ZV Q M Q LL u- = -rLLLL W a0 r°' � W ���oo 8 cp . m ILW o MZQ d�r 3 Z N O U W y -71 CD V CD �i z Q �4-J (a w 0V1 w w i U I 01- (a�tep M M h� QQQz 4 O E U w, ❑0. J � o zzd g (0 ` oa wZ N F- W m CY du r — r� � CIF `C 0 2 U6 d T L co LO ,•.� =$ NCr C m N ~ 0 U') OLL n U M O t37 04 O Lei) r Q 00 T E c �" CO Z N Z E N N �, a U 0 Q p JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. 6.2 r r r 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MA RWA LIMA LOM iias 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM R GROUT SOLID �U 0 BAR CONT. 8F12-1 B/1 T 0 `Y LINTEL DETAIL SCALE = N.T.S. as Is TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY IE J 8F16-iT o US Z t tNOMINAL. to L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT MATERIALS c-1�precasflFntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBARAT TOP ALTERNATE POWERS MIN. (1) REQ'D LFrAR STEEL LINTEL G ♦ M.U. #5 REBAR AT TOP • ♦ • MIN. (1) REQ'D- a � GROUT 5 REBAR AT • BOTTOM OF O y u1uJ LINTEL CAVITY OTTOM 0 rr U REINFORCING E 0 IB"ACTUAL PROVIDED IN ZO LL O L�tl n NINAL WIDTH LINTEL ¢ �•o' O p3 y 8 (VARIES) ui n 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) 1-1/2" CLEAR REBAR 1 AS INDICA 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 cementitluos 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 CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END -- PROVIDE KNOCK -OUT 'BLOCK FOR FIRST] COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8"x8"x16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) A. SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION SHEAR FRAMED SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = V-0" REVISION 10-19.16 O 6'-0" LL O 4'-0" LL O 8'-8" LL OMIN. 17'-4" LL O 4'-6" LL J 4'-6" LL O 5-8" LL LINTEL PLAN SCALE: Y4"=1'-O" r c C1• n f � C O o > W CD o u ca r" L" A V CV --�mx ♦-• G L.F. Q N t6 C7 to C-4 Y) d Q cc 4t r CV Y m W CL at S-5Q .. d d� �• W4, �Wcc N as r= Q M CM0 CV N C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E Q 8 c J u, a QLLLL Lu Z ro `p 'I 0 N,p > O m ILLW_�°'°' N M OU Z Z � Q z � m Z o - a N N - V I C1QJ U �4-1 � g �O LL, �N = m w J t U Q�� s o Z Z cd so aR f0 KU 8 E r Z = w7 C7ru M c O az 4°Z a y wo Z Z } J N a ° r Y i 2 8 3 T 8j 2. 5° h U W W 40 �Z r 22 6 U c 0 = � J >Lr O 0 L d• co .�. N C LO J N U5 LO ~ +� o O ILL. LO L) M O co 00 Lo CD 04 Lo f 00 T Z CD N d. o E N N E M c r_ @ E y � c n v ¢ o J JOB NO' 23-04655 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X22 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. E E 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. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1, 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C,M,U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1, SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD RDRAIL OF 100 PL APPLIED C TH F PLIE VERTICALLY DOWNWARD AT THE TOP OF E GUA 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 "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1, 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1, 6. DESIGN COVER REQUIREMENTS: C-1-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. 2" 1 Y" Y4„ 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 CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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/sspprinkler systems includingg all risers and spray heads shall not be installed wllhin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc„ shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is requires 9. FBC R R318.1.5 C ncrete over o and mortar along the foundation perimeter must be removed before extenorpsoiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extorior vftrtiGal chemical barrier mu$t be install, after construction is complete, including landscaping and irrigation. Any soi 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 11,T61t4 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N "Co hl ' 0 as � � W cz V do O - m ac N M O •N .� CV L N 4 lV Y •> E s c 3 m Ta a+ d a �. u a c ca �oc•L E o 0 cCl>�r N C.0 N O C .• i - To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E go 8 N N Cb g p =' � �° 1 4 =gig LL � LL LL W ' d Ja 0 _ 2 a c )ZE MN &Lo W Z (20 LLN Cl)Z Q r- F� Z O U W pp Ur co � M � z z rz ,� N 6^!l' v W C7 0 LL ` 1 W O g �Ln U) AM Uo' c U) Q Y �0 N 01 a i Wo I- iR E p L X ` U oa ZE �n_ C <yy y4 �o o� a Yv2 �z R ^ W °Z ,W M. LL Xo 0 M �U $ c 0 0 M m 'L6 iu m ^� W L �• co N 0- Ln 0 N m N 0 LO IUD U C) O CN co m Lo Ln p Lo 00 T_ ci M CsQ N 7 r',r o Z N co m a E 9 U Q 0 J JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH II � � [ "- I` II I III I1 II 16GAx1-1\2" LONG (3/4"-1" CROWN) I M,gX�` ICI I C STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 000 V-0" _ STUB -OUT FOR - GAS METER 0 O o in � U lc5z, = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3) i6d 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 Series Thickness Filler Block Thickness 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK = BOND BEAM SIMPSON MGT _ 717 w/(22)10d w NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 BAR > I HOOK BAR 12X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE � PLAN FOR MORE INFO ,CONT. BASE PLATE BEARING COLUMN Y .r Y SEE PLAN FOR REQ'D �� �,,�-PLYWOOD FLOOR COLUMN AND ' y SHEATHING PER PLAN CONNECTION =I. TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 1-MASONRY WALL OR 'T INTERIOR BRG. WALL :. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOORSTUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2"min. 2" max. 4 Max. Web Stiffener Fastener hedule- Joist Bearing Location _ - Series Depth End I Intermediate ® 9-1/2" �. 2-8d 2-8d BCI 5000s 11-7/8" 2 8d 3-8d _ _... Clinch nails __ 14" 2 8d jcr when (9)9-1/2 2 8d i_ 2-8d -- BCI6000s 11-7/8" 2-8d ! 3-8d__ possible BCI6500s® 14" 2 16" 2-8d -8d 5-6-8d8d �__ 1) Support back of web during nailing to prevent damage to BCI 60s 1117�8„ 2-8d 3 web -flange connection. ® - -- - �� 5-8d _ 2) Block solid between joists for full length of span. Tight fit T16" 2 8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 1- ,, 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails eq°0d BCI 90s _14— R-116d 5-1 2x4/PI /OSB web stiffener 2" min. required when indicated or 4" max. 16 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12 o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. - - OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ blocking and wall or beam below.* — -� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRG. WALL require additional consideration.- 2x4 minimum i- Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6 A 1 2" ROUND HOLE MAY 6" 6n DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1y" y 3``a +'k'i? ra:'a"az.,sss y St kip....:"..,..-..i.. ....,"7.a��._ .� k%k•T?:R'�d e4"'- t~ $�"r.�$aet;.zy� atii.".l s':.B.a�TSS.0<�?,A�fkw5�S16,L��2�d�.Yr.:.1p-� a" x,�� 5••." K�'if ���t.�.h�K I, .k�C .J,�We ,_ �.:1� �."r�i..'�J twir• NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8, HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %22" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. • �.. 7 / SLEEVE THRU STEM ✓�\"` V/ SEE PLAN FOR---'•. • . • ., . �x FOUNDATION INFO �` STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. -- 1/4"-2" gap 10 Backer Block " - "Top Mount" Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -- requirements 0.6 X Joist " . depth I -JOISTS BUCKETS N.T.S. GRADE 4 ° d 4 ° • ° REINF. SEE PLAN r __3�7 A/C CHASE 4(2) #5 REBAR " 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. 10A.50 LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" V CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 ° �r �T TRK ° TTT 1• • PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION ° 4 4 ° 4 c Z \ • ° • J SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 ° Fl— A 4 ° 4 4 4v L IIT=; rr ° _4 r• SEE FND. PLN. SIZE & REINF. era N o N N r o �� Ego C V N - m ac LA- Cl- 2 f0 O N G7 10 Q � N � '�- -&r % d>= ci_� z 3 co c � o a � w N N �1. >r _ C. To the best of the nglneer'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 F E $$ a g 6 , N_ 8 2pV 04 0 M V M LL J LL 0 U. d a Z �� o a W 121, - - 21 z LL & 0 J Z N Q O V 0 W pp � z z z o N a N z -8 •U o. -- 0 w U LLr ' s �8 cco In C4 I� o M z z Z M � E o O � os Q ao §8 a t�O U a U z �_ �o z Ul co yy C� K D� 83 0° a 0 a W ¢ ¢0 . N W r- ^gym 6 y � MJ 9I� 0i } E� O 120 3 nd' L M LO N - Lin Q Cr N N a. _O -0 -1 o N '� 04 U.)107 O co N Ln T < 00 T E d- (D c1q 0 z E N C 4) O U J Q 0 JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. SIN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 9THOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A 411- WWF OR FIBERMESH " 1 - MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM ° c D7158-CLASS G or H, or ASTM > • D3161-CLASS F, IN ° —J ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING — CODE 7TH EDITION (2020) ILTT( i i RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT S" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. HOL 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ sXs d NOTE:EXTEND Wl AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 'E °P • z 6 MIL VAPOR 1J1 • _ Z T BARRIER ; C It. 4 _— b, • — 04 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4m V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS —j /�O.H.D. RECESS "TZ SEE A/S3 OR J/S6----'`i I I I FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: "FOR BEARING WALL W/ UPLIFT ONLY GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT7 I I GARAGE DEPTH VARIES I i GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD ;T #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" sr . A a a SCALE:3/4"=V-0" S3 d GRADE .Q tl III II I' (1)I #5 REBAR w/OPT. I_SGREN-ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O " T.H.D. RECESS �, II C �tl �`Ifnr�► i __ SEE A/S3 OR J/S6 , I r I FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"AY WEDGE ANCHOR @ 24" O.C.) 2" ELEV. 4-3 1/2" 31/2"MIN. A.F.F. 8 N v P (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -- BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 700/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 1/2"(min.)- 4" MIN. b SHEARWA SCALE: 3/4"=V-0" vim' SEG M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 010�s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ - APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR ----_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR n , > ,a z GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE ° .p o FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] -0 6 MIL VAPOR BARRIER D ° — #5 REINFORCING BAR R 1 7/8 #5 LAP SPLICE IN r 111�II�IF 111 If• • ' •• •, •• SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-00, J CONT, BEAD SEALAN .,. A., INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" Q.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB VA a C Eb Cl) 6 MIL VAPOR -_ BARRIER _ I 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT _E 6x6W1.4xW1.4 N ' C WWF OR FIBERMESH I M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �.2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH 1 /2"(min.)- 4" 11 ll . it �R tl 1 IIAREI I ,l t CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS a. 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U ° . (2) #5 CONT. ICJ I I ON 3" CHAIRS 8" 1'-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH ; E d �'Il�ll�l141- -illi�ll�ll�ll 8" #6 LAP PLI TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES R 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " ; CONNECTION INFO ° SEE PLAN FOR `�' • ' TOP OF BEAM &LAYOUT DESIGN — Q S SEE ROOF PLAN bo c ° a, ° ° v ' ° c ^. (2) HTS20 FOR STRUCTURAL ' BEAM SIZE & a CONNECTION INFO e i ° d' 2x4 P.T. PLATE e nts° o.s.s. COLUMN LOCATION r 2x4 #2 SYP P.T. FRAMING w/ - MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 T 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M rn SCALE:3/4"=V-0" 1,, S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/131 FOR X w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ..a:. �'�' MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD g � z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w o SIZE VARIES PER PLAN M a j w/ MIN. (2) #5 VERTICALS 00 ?GRADE > _j FILLED SOLID (SEE PLAN FOR -f o W SIZE AND REINFORCEMENT) z = • coF- LU a Lu w U 0' Cn /—BRICK PAVERS or SLAB PER O a _rr • • • • s z / COMMUNITY SPECS l.J.jTr-' 'Y • „ •• y V ' SEE FOUNDATION 4 411 ' .-. CONC. PAD INFO, INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 SCALE:3/4"=V-0" S3 SCALE 3/4"=T-0' FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e•a N O N CV *3".. no�Q m x U. f/f C d �o y -o N s Q N N dawd d $ w d d� : d a o .2 N �'C � o a 0 M 0 N N 1/ V. r�5 •� 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. V Lo °' 2 0 1,- tZ 12 fir, Q M V J '! a 13 MU.L_ W a _ -.6- rn o- 2mo 2N O W r '°' m Z IL 00 N Z d Z N OU W ❑❑ Z N �+ z E3 V) c � � u3 rJ w ® �— E ' O c N o a W z c+� 2 Q a E o g <s Q E 9 W0 aq Z® �o ro U U r q Zto fo r 4Y 4= Zz c ¢ mo g� Z m J m m Q W R 3 �j �a 0 �z W NF ~ m ¢a �q M, v Alar a o S N O IYi Ln C) d' 6 T c� L co ul N a Ln C Cr 0 N m o LO O Y � LID o co CO .p 00 Ln o 04 Lo r M r ui M (� N o N E N - C C D ,= a c°� ¢ o JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEADWOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE ot O BLOCKING (2) 2x HEADER PER PLAN vARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLR 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G --SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N,T.S. GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 IN! • • 111 11�tt ■mill0 111 NOTES: Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J > r O MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR % GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T,S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. se ma POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 1 71" 58" 41" 34" 10" 31/2"- SF p�NpO`L �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn .r.v, 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' 1 (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 700" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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. 0p �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d — NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD v 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. - 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 24" NAILS AT EA. TRUSS VERTICAL WEB O.C.STUD O.MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL . pROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF E . ' 48., SPLICE STAGGERED O/Sri, �� \ tl Od @ 8" 0/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO T�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" ?OXIED A.T.R. I&NUT 'OXIED A.T.R. !&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING `-NAILED INTO 10d NAILS @ 6" (2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING SEE SECTION J/SS AND KISS FOR `co 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS MAX FILLED LINTEL SP4 SP4 5/8"X10" J-BOLTS ell 11 2X P.T. PLATE @ Z-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE 77— 5!8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP2 SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING NAILED INTO ° BEYOND. TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 o B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON SP4 • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. eV N hl c C� cm !C C.f N O N = Iyli do-.=1W m v 4 c 3 cc =I- ct: a E o a � 0 CV N 4750•�� ;`F, r G ,T F t ; I C) R %oo O F°'r�JB19i01ti9��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. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 6 Loa N C� S 9 0 (=0 r-- 1? •► U. Cn Z j �co 02 m o W Z ILW N M Q J O Z4U u W ❑❑ � Z M z � 8 Q s� N z Q) �z_ fp .0 o 1'�+ 0 w $ N r~ y w � t V U q 2 0 N z 0! C M J y ¢ Z o o° ® E E= I— 3� O E COO 0',z Oa �� � gL az ¢w0 ¢ O n� fo <m �0 � 3 LL� �w W j a yi g 2S j 3 7 120 �Lr; 0 rn B m co U') N N a NCr Q J +� m 0 L0 O LL r%% _Ie N ° 04 m T CD M 0 CD N o z z E N N = a E ci _j w ¢ o C JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. S4 -F W t2 3 N N i Lv S a N N v i a N N t\O CL N N t� SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS, (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD THROUGH G 2"x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"4" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM 10 / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN / TOE NAILS @ EA, END GABLE IS 4'-1" OR \�.�</ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING // >` \\ 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE // \ / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. \ NAILS W/ 10d NAILS @ 6" O.C. EDGES • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \� (2) 16d NAILS \� \ W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1Odx3" @ 4O/C SPACED " WEEP SCREED " " THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL 1/2 x8 J BOLT@48 OC @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 11 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" KSECTION 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SS SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� � go SCHEDULE FOR SHEATHING DETAIL BACKNAIL wi 1 1 1/ (2) 16d NAILS WOOD TRUSSES `° ao go 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) BOTT. CHORD FOR 4 10dEACH & (@ TOE TRUSS SPANS ATTACHED W/ 2 -16d40� 40� NA NAILS @ EA. END EA AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r 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 VVI\1. ULlll \IIYIA 12" SH SCHEDULE XTACHMENT 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. S`CJ GABLE END BRACING DETAIL 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 S5 MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9"SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO rrr JACK TRUSS BLOCKING & (4) 1/4 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4'7 ON TOP OF PANELS [ BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS LL_j it SECTION g SCALE: N.T.S. S5 MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 7' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING --2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"4' "L" BRACE 77 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE'IT" BRACE 7 SCALE: N.T.S. SCALE: N.T.S. SS AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING wl (3)10d 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.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - 3'-011 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"X1-1/2" SDS^- ^ 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. ✓90� o CORNER JACK (D Y d U w z O HIP FRAMING REFERENCE PLAN LI Irlq le� o o � F- NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)7' 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. RF(ll IIP;zn RAIPIIRA1 IRA PFPAAAM1=NT TRI ICC RRA(`IAI(: PI AAI / L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION s+� N 0 N N v— -0 ~_ �., o w 4! CL- X Q A V N E -a m x .- `►. a y CP r. N .a 61 G to C7 J '-CCN N Y := d mg=a x a � 2 rd�o N d� G E o 0 CV chi �111rtlrtiaa,e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineer's signature and seal is only for the st:Zural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 g $E (0-I / C 0 .4 rnm�� : u a w Z W V',Nt_D 0 U�04Zmw �. IL W N M Z Q r- Z N U O W O ❑ z z z v) z � � s +-J � u, W o wQ) V1 W o c Y ® U w t ` S U C ¢ �' •� 0 S tM 5 ¢ LL E E:EE U oLL � i =® ❑ n H r9 CD 420 �g 00 Z r W, ai < �O zCM W 3 A m g 4 5 Zp 5z aZ NW d� o ?,° �O 'L O rn m W L d. (0 LO N .-. N a LO Cr 0 I... .�...r O LO a..� 0 ILL N Y 0) m o 00 T E co N tll 0 Z E N Ca C a E U °' p °i JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. S5 w I N i m N N g cl� g' 0 4 M 0 i E E x c a t� 04 0 N N N Cn 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL �12 INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEgr SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ,PER PLAN 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" �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 4. .... EjLL �— • ' e4 1 T— V. 6x6 W 1.4xW 1.4 _—'�� • WWF OR FIBERMESH TT77���1711TT��7 A � L-r I 1—_ 11 IlJ.L—III oe 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 PLYWOOD SHEATHING Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. �w v jINSULATION PER CHART ON FLOOR PLAN rB R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c� U_ U 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU rn o_ AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 410 6" BELOW GRADE GRADE c0 rr tr1 '- � I��� LL STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 411 TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-O" S6 p T— T Z 1r i B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ITE 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. 17 CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST Z-0" OF I I NAILS @ 24" O.G. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 0 m 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 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 i INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 10dx1 1/2" cf. NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSSES tv FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �,S6,) FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _i•;7 1 — .�. e. 4 a _ .. 4a "0 CO :. A 11 L J L (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B 15/37' OSB T_ EXPOSUREI T SHEATHING Fl� PROVIDE BLOCKING AS REQUIRED PER o SECTION X-X IF NOT FULL H HEIGHT SHEET C I II z 11 G FLOOR SYST M (2)- 2x TOP PLATE 1 BEYOND I I-1 --T T XPOSUREI EXPO � F SHEATHING w x SOLID 2x N C BLOCKING (0 ALL '= SHEATHING 0OPENINGEDGES (SEE E TI X- #I' wC �w W 2x STUDS III IT III II I II BEYOND. 0)EE SPLAN o "-2x4 E BASE 2x RIBBON OR VERTICAL — A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" - NAIL SPACING 3/e" S S 1/2" 7� 1l2" e S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2X4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C, STAGGERED FOR SHEATHING vFanre� 1 nl�� 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.) 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 X11 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANX". U) ? NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z S @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl8d COMMON NAIL, 0 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. u=i E @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL LL O F O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > 0 00 � w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U) 00 F m LL 0 U- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N 0 MEMBER IF GABLE END " ( LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118", C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. .T. BOT. PLATE p�TFgj LOOR TRUSS4zhh'Q iW�PF BEAM SEE PLAN FOR REQUIRED—' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 r M 9 I I —I 11—III—I I ' • . -I 1 I-1 I I —III I I a e:, -111I IIII� IIIIII . ..._ M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 (2) (1) 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. c0 FINISH GRADE 00 T -I I I-1 I o Z (3) # 5 REBAR ON 3" CHAIR 411 V-8" I W/3" MIN. CLEARANCE 11 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. o CV c N CD 0 aLi C_ o lC (> N m u y CO Cl y E s c o = .c x 3 ra cc .°° u d i CDC (= a C= e° T y a c E _A O M N N co CV •\ a�lljr' �`i ill .. ...\ �.` is — ��`� CT �5� 1.J 1- •I.�IY `�' • • `\ �;a'-tip 'o c*.....• `� 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. g E M $ 6 8 V w Ow i �Q - 0 6 9 F-r-- �2 M M Q aL _ Q C J LL W J LL a Z —2C, d SE 0 g $ m cv cc S W0 m 9 W�O~jO' z r'Z d � IL N ZOU 0 W00 W E3El (D N z � 8 v -J co n V) C �U'll (� � to a ! • U Eps Q 0 f— ra O a as z Itwg W 2 �� in a i "0 8 29 V W o cia aU LL w FL z �O o � ww sId 'gF V 2 C O > L6 rn T L �. C N N 0.V) N Q Cr 0 N a. Cn >, N �.-. a-J Co0 Ln a--+ LL M UCN C� co0 Ln "� Li) T 00 r M CO N o z z E �, N 0 m a E w3 U Q 0 c �I JOB NO: 23-04655 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER �, I 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 F 2x8 2x8 SYP rA ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT \ / BEARS IN WALL I -----2x12 SYP BEARS IN WALL —2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" \ NAILS) i 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND 4" 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 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER STOP 2x8 SYP DRYWALL STOP MUST /NOT TOUCH STRINGERS / 1 /I :x4 BLOCKING FOR 2x12 I I 2x4 PT UNDER 2x12 C \ ROVIDE MOISTURE PROTECTION / LACH ALL COMPONENTS / \STAIR TO CONC. W/ J" X / TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING =- II�111�11 • • • • Ike � I■II .- III �ii .` L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER PLAN VIEW 2x4 CUT ON BEVEL - DOES NOT BEAR IN SCALE ": = 1'-0" WALL 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS- \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU/NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 92X GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = V-0" A SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" [ALIGN THIS STUD WITH FACE OF 2nd RISER / 619 G. 1 _ -- TOP OF STRINGER / f 1 x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH 1 2x SYP CUT TO FIT / STRINGERS G BEARS IN WALL 2x12 SYP BEAR IE IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 2x12 OR LSC EACH �C STRINGER — 2x6 SYP / \ / 2x4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON (SIMPSON14)1Od MTS12 w/ BEVEL GLUED AND NAILED TO SUPPORT 2x4 PT NOTCHED INTO STRINGER\ / AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER _M GLUED NAILED SECTION D-D -3/4 PLYWOOD ON DECK -•-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I I J DRAFTS P N-L2x8 SYP DRYWALL STOP MUST % NOT TOUCH STRINGERS x4'GLUED AND NAILED TO STRINGER �. �,,fOR DRYWALL SPACING H Yl� SE SECTION VIEW "E" CTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK -2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP % \ NOT SHOWN / SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM - \ GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR y �-(2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT TO )ISTS) H 2X STRINGER 2X BLOCKING PSON MTS�2 w/ 10d x 1 1/2" NAILS �(VDD OR 2X BLOCNG 3RIS* / VARIES ECTION VIEW SCALE: 1 = 1 -0 M N O N N Q o d� 7 W O �s 0 u an o N rn C LA- a Co o ac � • Q � 3 ai eu M u of d c o C •� T * as � E o d � M a N N �^ - Z. 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 - Residentlel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. in M N (0 C g�op 9� 0 di Qy�M a N LL Q C J W u- LL LL 555 a 13 a 4 Z ogg, ILW_ °' m NZ -leK OU Z W QD z z o N z 8 0 U Ow LnLn w ® U • c Q 330 B S� o z Z i>M —j Q QU- o V F� 00o k i r6 E X a' �U z cn m az o zm 3 g 'o W1 co c O T � �� 0 6 m `m 0 c � N $ LO Cr J N co N ;..t O Li `i +� ILL N � O m N � T Q 00 M T E Z �p Nc a v ¢ o JOB NO : 23-04655 SCALE: AS NOTED SHEET NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN, 1x4 P.T. r 1 X 4 FURRING 3-1/4" LONG X 3116"0 � E FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING „O.C.O2-ROWS DETAIL INTO 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1 _ 1 /21' DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1 x4 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. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 �., nc"r A II 7 4 IAII M=A If STAGGERED @ 12" O.C. BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S.11 SS INSTALL WDW. SCREW ANCHOR -I INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK__� SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 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 PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90, HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI 3APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 41/V WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 1 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" k" e . r+ e p,• _ GRADE > C e > — CV e p c7 ' z e' \ e (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07,28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN iR YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) I, /4# �D. 90° HOOK (TYP.) IOTCHIOTCH ;@ FIRST COURSE 7 ,, 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST 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"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRIG WALL TYPE —�-- I ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, I I SS NAIL w/ 5/16" HEAD 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + rry 2X4 SYP I 1J VF_ EACH TRUSS � � CONNECTOR SEE LINTEL—' SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO + + SUPPORT SOFFIT ENTER SOFFIT � SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. - r CFF CHFFT n,) apin z 0 W 2 U_ O W U + FILL 1st 4 COURSES SOLID WJGROU7 FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. NISH ►.. '*BAR p. 10 • . CENTERED W/ g •►•:.• •• •.� •. .. ► IN TOP o ► ' ' KNOCKOUT / i:1 E CHAIR BLOCK MONO FOOTING lop. ►•. SIZE AND REINF. PER PLAN•. . AND SECTION DETAILS j - - CLEAN FILL .► •• • ! DIRT a z •• • STANDARD 4 9� HOOK c� #5 BAR IN r . FILLED CELL, • -. • -., , • -. •° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO ¢ EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. M 0 N N ' e ar � >` s o en cox z, N L: 6L Q' ro o as a .a U � i =. a! u i CU G p 17 ca d 2 C `O o d U Cr1 N O N N i{JP 0j OF 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 - Residenbal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. E � ` 4Go M N NO * LL ui aj M 'V Q C _j - W lL u- a - a- 103 me t m ,N� 0 W 19 ��CP m Z M Z Q J N00 ZN OU v W �El 0 z z � � V I o- t/) z r, � 'v _ T co o D., 0 w § Ln w � x � C7 c'> 0 W Z a U_ Z 2"o ) N 0R 14 oLL r`CT rd E o o z c� n7 N a i �w .0 Cn zS N ? ao dz W m SCtLL� a� _ a LxIs F,o Ir _II o 0 _ �O 'L6 O d' rn M c9 IRT co Lo N :30- N Q Cr J N I1 U o m 0 L, 4.0 LL 0 Lf) Y M 0 -0 m L0 cD N Ln T M co r a{ L CD N o Z E N N M a E U c JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. SS ------------------ I I I I I I -------� CROSS BRACING DETAIL (TYP.) 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 LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LAND G. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vvr 4.- 1vu L "1vr r r rwvv vv 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 I-11 W ' . PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 44 —'—L WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 1r " EXTEND SLAB 1 1/2" 7r (2) #5's CONT. T&B w/ / #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE = z N PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 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. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP w 41' z F- (n • a N PORCH SLAB SEE FOUNDATION PLAN w (2) #5's CONT. T&B U) Z W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH , '- EXCEEDS 30'. LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN rj7 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN I SHEATHING 4Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD WOOD POST. SEE FLR 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE BETWEEN TRUSSES CONNECTION SEE �A TRUSS PLAN SECT. A -A /% I Gv N .T. ADD 2X4 ALONGSIDE 411 _ TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD PORCH SLAB SEE L, SPAN FROM EXCEEDINGJACK FOUNDATION PLAN MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D)N G.T (2) 12D NAILS —j AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" BADE ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO INTEGRATE MASONRY ABOVE MASONRY I I BE CHAIR BLOCKS. KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID REQUIRED INFO 1 1 MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR W/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED O I I M,qX 3 SOLID. SEE ELEV. I I #5 REBAR CONT. COURSE FOR BASE SIZE @SLAB LEVEL w -- — — — r r — (3) #5's EA. WAY I I EXTEND SLAB w I I I 1 I 1 1/2" BEYOND w I BLOCK FACE EXTEND I I 8" SLAB 1 1/2" P I SLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL BADE CONTRACTOR TO INSTALL SEE CUT (2) #5's CONT. T&B w/ �, MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1r Arr TO DRAIN WATER 'Y KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL K16 SCALE: N.T.S, SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SIMPSON HUC410 w/ (14) — I SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE / INFO I SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO _ REQ'D ONLY WHEN _ 7/16" OSB FLITCH PLATE I L� �J SEE FLOOR PLAN LF-OR INDICATED ON BM. — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON B. SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT KA SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR _J SEE PLAN FOR CANT. IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. q MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS —J 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" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. --- RUSS/ OP WALL EE PLAN Y2" CDX PLYWOOD OR %g" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES------------------- 2X4 #2 SPF STUDS @ Y 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR 2„ J-BOLT OR Yz TITEN HD SEE PLAN MAX. ANCHOR @ 24" O.C. W/ 24" STEPS MIN. 6 EMBEDMENT SEE PLAN FOR OPT. = - STAIR INFO. IF • , CONCRETE STAIRS d FORMED & POURED ° MAIN HOUSE W/ (1) #5 EACH STEP i- - SLAB d 4 , °, (2) #5's CONT. T&B • ° w/ #3 STIRRUPS AT a 12 4'-0" WHEN DEPTH o d EXCEEDS 30" ° d. ° ! ° • N Z GARAGE OR LOWER SLAB a �.Q. a SEE PLAN --- -- 1r " SECTION GARAGE MONO 21 SCALE: N.T.S. en N O N N ..r d z: > W Aso 2: d m ac Gl- M C _ p L N , Q bar CV W da.== do.__ � 3 � d G p i;- 2 �. N a— E o aCj 0 w N C> N CO N cl.r ,: � V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a �. a`� 0 i M tJi 0 LLLL -W a x Z 228 19 rn °' m uW sZNnz_1 Z N OU U W ao z z z Q d N vz CD }r cn O W g �Ln U w r— E I c CO m �0 o - r Z U_ 2 �� £� a 0 — a° z® f— r0 0 0. o E� o t0 Ag L az < wz WZ zU0, b 8 0 U aZ � p¢ 2I4TU of � C O 0 i �O J �O{. V 0, m co N S LL0 a T N m a--r LL 0 LO _�d 0 U N f° N MO� 0 co 04 T a 00 T ui CO (V 7 0 Z M z N E N C M n. E 0 ¢ o JOB NO: 23-04655 SCALE: AS NOTED SHEET NO. D1 I SEE FOR 2 BLOCKING DETAILS / i I I I I I I I ------------------------------- (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). FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS P.� 2 - 2 x 4 SPF @) SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. y� 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM I'. EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 41 2 x SPF EMBEDMENT PAST STEP. BASE PLATE SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED O O C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 f EWALL 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 LH 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. r. 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. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5 ATTACHED PER NAILING SCHEDULE 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 SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. °L., FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO Q A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT �� SURFACE Q 2x4 #2 BLOCKING I 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.0. � � �:%. WALL SHEATHING ,� (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD ice= fi"; AJS BLOCKING PANEL @ 24" % O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END(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 1, 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"0.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)----TIE BEAM 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL --e. (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE ; NAILING AREA (TYP.) r (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS ------------------- FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. aC� GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) - SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF , SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS : FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3° o/ � rFtio TF48�2�,4 l MAN, oA \. PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --V PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 �t� TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @24"O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ 1-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 / \ SYP U.N.O. IrWt01Q2!>[Mff'i 3 2x CRIPPLES TO MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN VI (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d i..._ _ --- NAILS AT BASE "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) i _ ia, �'.j ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN 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 4'4" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR v I SCALE: N.T.S. �® JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @WO.C. 11 PI a+� N 0 N -o y � N •t: N G .q N Y nor > ECD c C) CC � 3 � Ada, a� w E c l0 P d U N 0 N CO N ice]' O �FJ '1. i/ r ::P• p ^, ��r�,=.►Bi!iiiil5ti� 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. Ow aE o g$ Lo 0(eD 0) co �Co ( 'L C 9) y C14 0 u LL w Z 0 — 0 of�g_ Z ILW N Z d Z N OU < O t❑3a W 0 z._ N M z � L n^ N �4-J �D O C w z Q as 1 8 �Q N z J L.L O y ¢ zo so r^ 3 5, u H r17 O O U < ¢ 04 Z <❑ WNO � � r5 O T Z a` W �• CC <O N Wr r~ �< ° 0 >C J L6 c� co .-. � N g Cr CN W m >• N O LO O LLa--+ A Ln � U CIOO C0 0) 0 Ln r M r �.} j V CO N d o Z N Z E N N M c m a E U _j v y Q 0 c c JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. D2 3 W N u� m N E v� N N 3 N a N N E: i c 0 t� N N S rL N N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF .. MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANTS REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary NAILING FLANGE "' WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING `f \ ', 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE / JOIST SINGLE OOD BEAM /FBELOW JOIST J SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 1'4" PER PLAN 1'-0" PER PLAN W,Ill�lt� i • N ZPA ' ■ ME .• �� M ME ME SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER W C/)' m a Z it Z Z 41 g a; a w w a. a 2i U) (� W W U W Q � W �0 A I� WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied pp pp g p Pp i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 11 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 71 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2V Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ``0 RBEFO RE E FOLDIAPERNG, ESCORE XPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2following: P5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) -- - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY - - --- SHEATHING,'OSB', PLYWOOD, DENSGLASS .\\\\\t\N STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH r --- -- I I i i I I I ii a I I ,Iil i ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cd d 51FI\ Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all eh N O N N � � c ![ o ` 'C c I- o oQ �LLa vs .4 cN L � Q N 3 N Y da�W o C Q 3 ` = d C O N d'Q c E 1° o a� M O tV •`�\ V � � �-rr-tea, �^y \`- � ,- LQ n. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a E 8s (a ' R co p rn in1—r;� M � M LL -M ILL W 't 11 LL LL a O� da Y M C W l a I- 7 0 ��pjO' W tL Z m w 'oo � Z d ZN rNn O U W 0 t2 z L z Q N a Pt N z �4- LL L U g O w s �C__ 4 ra U w �-- E _! 8 U c Q • �Q 9 o M � w z J w ¢ tI- � Ca- 0 G V Ze us E ,7 Z Z � W 2 C� a o y m 0 o� Z�= au 3 83 ego �3 as NZ W m � s F 2U0 l� v =la ° s� N_ 'L6 OCID d. e T cc L „d. N $ J CN � N 4-J L0 M 0 m O r Q coo M r- E N v Z Z E E N e `m E 2 € a 0 � :,ap JOB NO : 23-04655 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets (10 Ga qe4 +1/2' x 4-112" x 2.12" lia Back Cross Support (May he cut to W) See AnChof Schedule Right Bracket (16 Gauge) 1 +'2" Dia. A325 (Type) #14 Self -Drilling ✓ Screws 1 o-s/sty • A/C Unit Sotturn Edge Hurricane Strap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) p 14 Self Gtiling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Sp ,dw uuullimu n rnstrwtimt nz IN-" mill ­h l4wn" An R.- P �enatul 1taYad Seal D"Wists avail" upn omysam ( laic hued lee sell sp►lr) Florida Department of Business is Professional Regulation Building Codes and Standards Product Approval Application Detail lie" 1art ire=, 42.10 ... .... ,$ 1 .. . . .YA�.�.e.-.. . raft INRa 20 Jana mrlblldm lbit MM Ygapp glppggellam caraw Enelneer&Lbsiea vaddom Youm submitted Fee gmrowl Apggyy lilt! AmmMlon 2020 Smart Vent products, Inc. Whed Groh.. Hemh.. F. Norero P E Locke 5-don P.E 12/18r2020 12/i WO20 1228 020 Approved Catenaw. Structural Components (677) 4414)366 PE-13778 034) XD-16011 "CM4WFr. Products htrodlced as a Result of inbggsmartY.nloom New Tadinokgy Compliance Mdhod Evsluebm Report kom a Flo"Roo. red Arohn"tas Uansod Forde Professional:gIneer Jlgal, Proou MOW. iL:.leer er M.m. 1�g0618 p d aImrAssurnessas AnorowdeaUea ` ---� e%•t•atrm owe I, my l& Adaovsdfor this IEYf= onma 2WW r1EM8LR 1 4nnnVnt Model e154O810 eo D.N Funds. F,d end Ventilation Vent 121312023 Yes Yea N/A .10114100 2 9nwdVerd Model #1540511 Dual Function rend ventilation Vent 12131/202S Y. Y. N/A •io0A100 3 SartVant Model 61540-520 hslasI Flood Vasil 12A72023 Yes Yes NA •t00A 100 4 SnarlVent Model$1540-521 hsWted Float Vim 121J72023 Yet Yas NA •100A1oo 5 a&rornhwit Mader #1540-524 te8qud; Gauge Dow Flood Vann 12/312023 Yes Yea N/A NIA 6 9madvent Model 91540-570 Yu0ba WWI Insulated Flood Vsnt 17/312023 Yea Yss N/A -too A too 7 amadVnW t MO, r1540574 14.Saquot Gangs Dow Flood Vasil 12/312023 Yas Y. NIA N/A Florida Deportment of Busira as & Professional Regulation Fyn i 1l Building Codes and Standards In4wi Product Approval Application Defall�g r1,�'�«:iJZl1i?YYitb'K�:I 9291 trt& or 120 20 DatePand m Jaae I" V rid- MagWesWOL iBasaM "We"u" Ydd" asomag U&AMMBL a "law San R"Won 2020 Drexel Maine. Ina. Jason Shunate Zachary R Ptiod Walter Borden P.E. 08na2020 08a1&2020 08202020 101132020 Approved! CatogOry; Rooting (502) 303-1511 PE-74021 (3341300-lWO aubClospay: Motel Raising Nnumrtelpdumet.lxxn c:awlmm Method Evaluation ROW gam a Morko RedMa idAnhiaat or a Lkarrad Fronde prornWmd Engineer PLIMM241serodeete. 4idkv A E a Approved for Use Amtowdfa Da India CAM Lgdt Intl mesdado, Castrsst lXelrer,on Data In NVKL HYIQ Resistant HlM4110 t .1, Matal RoNumber orMains, omg system, DMO 10ONS, DMC 151)88, DMC 1758. OMC 2004. 121312o25 Yea No NA •0%tao DMG 5V Florida Depedmaint of Business & Professional Regulation Building Codes and Standards Product Approval Applkatbn Detail Page 2 d4 3R2023 DM nLugg yalMMd or ago= g$dpgg:a eYa�>d9 .ems RaMWon 2020 Thermo-Tru Corporation Steve Jeepwaar LYndon F. 60"dt P. E Ryan J. xing, P.E. 04n512021 17M2020 04=021 osma2021 Approved Cdagay. master Bows dOOi843-7u8 PE-43400 (at 3)76T.W55 eteceaW. swinging Exterior Dow AmmblWO al 9spatOnohernistruC Compliance%amdd: EvsivallaR n 4pon coma am Food.R "Numadarmd h.sir. LtaMtl Florlde Praesalwiel Engineer Ell QWMUAUNMU An>mrad for Use Aspirated to, Unix bind 29" itagil cae%.d E w atim Del. 1,Hva Qato dmz B1VMees Pressure 1 e. Tnaane-TV Fib-O.,ruc.nd Smooth sir Nominal OU39:5 aquat lmpsctaquot:Opaque 123i2026 No Yon Y. WA Compost. Edge Fbirso- Seigle Dow (,enainaUutening. X Nollgurtam) 2 b. TennrTu Fiber-Gesac and Smodrer.r Nanina1ear1g;880 lmpsdv;ud.Opgre 12312028 No Y. Yo WA Cwmpwy:e Edge FIberM.11 Single Dow with 91dolt0 s) Mawhg0outewing: XO. Oxor 0x0 mmguranms) 3 c. Therms-7ru Fiber aguk and Smoom-Star Nkminal6&M39:B equaklmWd&glJa; Opaque 12Al2O26 No Yea Yea WA 4 dTh,rma,Tru Fiber -Classic and amodhaor 5 a. Themle Tin Flbw-Cl.sae ntl Smooth -Star 6 I. Th4ma-Tu Flaw-Clusle and Smooth-81er 7 g Thames. Iry Flbx-CN.dc and 9nmthSnr, B h. Theme-Tru Fgbw-CWsslc and Smooth-Slor 9 1. ThermoTru FIDer•Cloask and Srmoth-Star 10 1 TTemro•Trtl Fib-Claeab and Snpdh-ern it k. Therms-Tru Rbw-Clatsio and enadh-Star 12 I. rn.mae-Tru Fib-0- and Smeath-Ster 19 In nu . 7hnmrrlber aa -Cteeand Smooth-Btw 44 rn. Th.-I. FIhN-ClosWpend Smooth -afar 10 a. ThamR-Tm Flber-CMaab and Smooth -Shur 18 p. 11hermo`7r. Filar -Cassia and Smadh•Ster 17 q. Themelm Fiber-Chtsc ad Srlloodi Composite Edge Fit"... Double Dar wash a o0had sdden (hswhy0utswhg xX a OXXO cwdgure0ons) Nannsl a&436;08grd;krptd&quoq Opaque Corsi eFlea n9lit 4Dow w+pOat Edge W p (hodngrouh.1.9; X emlyirato , Namind SIMI aquw;anptdLquot Opaque Cm"te SAg4 Flbergan Singe Doe wtn SIdirOW.) (IrwwlnyOMtwlrp: XO. OX or OXO man ion.) Nannd A"U;O &cNd;kreaddqud Opaque Composite Edge Fiberglass Double Door with a with out Bideltn (Inevinp/0ulswlnp: XX or OXXO amrnarretima) Nominal 98r139:8 &y0t;1npad&q..4 Galled Camparte rage Flb.glie Binpie Door (hnwing/Outawllp; X cmlgunelon) Nominal BLOM A &gad:krpnaLqud; Glued Composite Edge Floorglan Singe Door with addlte(s) tlaWnaOlttwing: XO. OX or OXO -figunllmh NCMned 6&M39A aqusi;mped6qud: Glued Composite Edge Flbe glass Doubt Dow 'Am W WO out 9mlibn OnownyDulseng: XX w OXXO oaturallmet Ndmmol 8&M30:0 &grd;knp.d&quw; Ggaed Cwrposite Edge Fiba(/ass Sn(ia Dow (Inca ms(Oulsw,ng: X contguntion) Hommal 8&4W.,D&gm*k pad&qual Gazed composite Eoge Fiberglass Bing, Dow With Stlalbets) (InswlnpA7dtwing: XD. OX a OXO omfiyaellmf) Ndnnd 98MX0&gdd;11hryaaSWd: ound Compost. Eye Fiberglass, Double Goa with or without adeltae Oneeing/Wnwno: Xx a OXXO agbgurallais) NaNnd g&WAA d: d 'Glued Sign inrp. loud, Molded Open Compoflle Was Rem in. $Male Door (heinngA7utewmg: X conagurdlon) Norrom 46M39;8 aquot:kMn:I&wot; aimed Modal Op. Companies Edge F'Ibeighi Single Door with Glazed Abided Op. SlddRnie) (hnomairoveranng; XO, ox a OXO c 119 -ions) Nominal 8&039A &qud;1 mp.d4,quct Gl.x.a Molded Open Composite Edge Fiberglass Double Dow with or Wthorl Glosed Melded Dow WaMK (hswnoIomwirp: XX or OXXO cam0uruma) Nominal 6&M30:8 IYgrd:lmpact&p.Iot Opaque Composite Edge Fibergase Single Door with Mddso Oahe smizon(s) (InsMnpquawing; XO, OX a Oxa omtgun"em) Nominal 8&M39a &qud:Ylpodawal; Oy4que Catonal Edge Fmerglass Double DoerwM a wthoutGlezed Mottled Cast, 6Wdhee (haathigoulwlug. XX Or OXXO Mfiguratime) 12J312026 No Yea Yn WA 12112026 No Yn Ye. WA 121312026 NO Yss YN WA 121312028 No, Yn Yon WA 12,012ua No Yes Yea N/A IM112026 No Yas Yas WA 1213112028 NO Yes Y. WA 120i2026 No Yes Yes WA 12/112026 Nee Y. Yee WA 120112026 No Yea Yea WA 1=120" NO Yea Ye. WA 12/312026 No Yn Yoe WA 12131120215 No Y. Yes WA 12012026 No Yen Year WA Florida Department of Bua?leas & Professional Regulation Fya 1 OrI Building Codas and Standards IP!f 1 Product Approval Application Detail V a y' L g •��ry. L ( �>?• � �e�t�r' �" ±.t5d P �'N .i„Y* 1��'.lan-fi`l�,r. w•r F ^,'i,'r�-,d SZTw N4 n." fa ITI "',f � A' rcgrk Entry or 2" BYt 096limdDa Jana jYgf Ysalaa 11 Ladtg! EOMaa.11k r validated sir YAUI= RWmm9d Ewagama AROMM a" Rim.- 2020 PGThduWles Jens Rosow* Msml-Dtdo SCCO -CER MMM-Dede 0=0- VAL lltIW2020 11Y11102020 /1242020 Apwowd CwwlD-(941).gary: ExD 4WO100 (76s 3i5-2590 autuCttepery: Biking Exist. Dow Assambll.B JroeawsgQpptintlusnl..,e Carplln a Mdhad; Cr"OsIon Mark a LNOng an FLA2514W Produda CaistilvAssurenceAgweredfw Il.e Ae.rovad Iva Uss YOgffil Dow- lrotlud M00, r ekr Be Name Mr," Dncnoeah COWrsd E,griatlwe Dar In HNW outside wmz RyTI,M-(R t�ssntet 9 9OO-S57g(Largs WaY Wilson Vinyl 9dn9 don Doer 041142021 Y. Yon Y. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) 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 Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 14I2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248r 11 +34.41-38.3 psif 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NiA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMEN TS Ta ko for Shingle Roo m ( g f) 151b Felt Underia ment y FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NiA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 Fr 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 (WA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL.6527.5 NiA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NA 9/11/2023 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 Building Codes and Standards Product Approval ApplIcation Detall Page 1 of 3 +25202•J ,, ej , �a} � k, •"e' ,g« Y N .. v, 1. n 'd;Li"�-1.�,ayv ..«. . �A,•,� •wyy« r 1 � , -r N. ... ..�_ ' ,r... .o � a nd i „A'1Ai� , - ...•' G+a2^:p.„aN �. � �r' r' - .. �. - a•. .. --.(J; t✓r•A?gSYN k!� Y.i .':: Y"x1�. ".l"uc .ass tA;-,. ., tdS,. Aic�� eOtit, or 20 JM Dan Pand,na 11� L22 YID Manufacturer contwt Fenalmear & License validated By Y$lidaw Subantubed FSC Approval moved Ali Revision 2020 Therma-Tru Corporation Serve Jasperson Lyndon F. Schmidt, P E Ryan J. King P.E. 0712372020 07,M2I2020 07/2 9P2020 IOM30020 Appov red Category. Exterior Doan (800) 84X7828 PE-43409 (813) 787.8555 SubCategory: Swinging Etdsrbr Door Assemblies sJssibersonothemmtru.cro ComplMn4'o MSNed: EVUIUStl0n ROPort hem a m Florida Registered Archithed a s Licensed Florida Professional Erigmw &kreeadel Rtxgoarg-a& OuaI1N AnI(fan4v Aoorevnd for Usse At11 farW = 21ift P'fptlutli Model. Numher or Name Product Dasenotlon Cenlreet ExolraNen Data In OUMItlo HVW Reststant Prneure 1 a. Themle-Tru Fiber-Cleosib and Smooth -Star Nominal 0801130.8 Squotlmpact&Quot Opaque 1213112022 Yap Yes Vas WA Composite Edge Fiberglass Single Door (Inwdng/Oulswing; X configuration) 2 b. The ma•Tru Fiber-Clusic and Smooth•Ster Nomina188e39.8 &qua:ImpaotAquot Opaque 12/31/2022 Yes Yes Yee WA Composts Edge Fiberglass Single Door*& Sdel'ts(s) OnsWinglOutetving, XO, OX or OXO conflgurabons) 3 c Tlwrms-Tru Flow-Claeelo and Srmoth Star Nomina188N3g;8 &quotJmparS6quot Opaque 121311= Yes Yea Yea WA Composite Edge Fiberglass Double Door vAth or Wmout Sklelaq (InswingrOuMWng; XX or OXXO configurations) 4 d. Therms-Tru Flier-Clusle and Smooth -Star Nomina188M39,0 &quOt;mnP CULquot Opaque 12131t'2022 Y"Yes Yea WA Composite Edge Fiberglass Single Door Ora ing/Out6wing; X oollfigura6on) 5 e. Thes-Tru Fiber-C) ..ic and Smooth -Star rm Nominal B&M G Aquotlmpad&quot Opoqua 12J31 unm Yes lip Yes WA Composite Edge Fiberglass Single Door %0 Sidelkn(*) On vmnixOutsWing; XO, OXor 0XO configurations) 8 f Tharma-Tru Fiber -Classic and SmoothStor Nominal 8".VO equotlmpact&quot Opaque 12/31IM22 Yet, Yes Yes WA Composite Edge Fibsryl.ss Double Door Meth or Wthout Si"k" llawtingl0ubiwing; XX or 0)0(0 mnfigursaons) 7 gTnarma-Tru F,ber.Clasalo and Smooth -Star Nominal 8&a1g;58quoklmpaet&quoi; Glazed 12f31R022 Yes Yes Yu WA Composite Edge Fiberglass Single Door Ons+ing/0ulew nta: X configuration) 8 h. Thermo-Tru Fiber-Cleuio and Smooth -Star Nominal 0&0*8 Bquotlmpaladquot Glazed 12J31 r2022 Yen Yes Yes WA Composite Edge Fiberglass tangle Door with Sidelka(s) (InawinginOubwing, XO, OX or OXO configurations) 9 i. Thvan, le-Tru Filow-Claenc and Smooth -Thar Nominal 08M ..8 aquotlmpact&quot Glazed 12131/2022 Yes Yes Yee WA Composite Edge Fli elglas Double Door Wm or Without SdelBaa (Irsatng/Outswlnp: XX or OXXO oonOguragons) 10 1. Therms-Tru Flier-Clenin and Smooth -Star Nominal 860190;0 8quotlmpootAquot Glazed 12P51/2022 Ya Yes Yes WA Composite Edge Fiberglass Single Door (I n.W ng/Oub-115. X confg-ti,n) it k. Tharma-Tru Flbar-Classic and Smool"bar Naming I Slow, &gWtlmpact&quot Glazed 12J3i R022 Yes Yes Y" WA Composite Edge Fibeglaingle Door With a S Sdelka(a Orsving/OubWing, XO. OX or OXO configurations) 12 I. Thermo-Tru Fiber-CMssic and Smooth -Star Nominal 8"39,0 squat lmpect&quot Glared I V31r= Yu Yee Ya WA Carnpaaite Edge Fiberglass Double Door Wth or Without Sidslha (Inswirg/Outewing, XX or OXXO oordiguretions) 13 m. Theme-Tru Floor -Classic and Smooth -Star Nominal S&SV.6 Bquatlmpact&quot; Opaque 12131 r2021 Yes Vas Yes WA Composite Edge Fiberglass Single Door With &quOlNon-ImpecAquot; Sklellte(s) (Inmang/Outbin ng; XO, OX or OXO tlonligurationo) 14 M. Therm.-Tru Fiber -Clark and Smoom-Star Nominal 6WIg;8 &quatlmpact&quot; Opaque 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door in th &quotNon•Ympact&quot. Sidelit s(InaMng/Oulswrg; OXXO confguntion) 15 o. Thermo-Tru Fiber -Classic and Sheath -Star Nominal 88M O Bquot;impactill Opaque 12J31/2022 Yes Yoe Yes WA Composite Edge Fiberglass Single Door with 8quotNavlmpaot&quot Sidelite(s) Onswi g/Ouswinp; X0, OX or OXO canlquretiori6) 16 p. Therme-Tru Fiber-Claule and Srmo"tar Nominal8&a3g;0&quotlmpact&quot Opagw 12/312022 Ya Yes Ya WA Composite Edge Fiberglass Double Door WEh 8quot.Non,lmped&quot Sdellma (Inwsing/OulsW ng; OXXO configuration) 17 q.Thorns-Tru Fiber-Cles.I. and 13-11 -3ter Nominal d&*3g88quo11;Non-Impard8quct Opaque 17131 r2022 Yen Yes No WA Composite Edge Fiberglass Single Door Onewirg10ulawing; X configuration) 18 r. Theirna-Tru Fiber -Clues; and Srhooth3sr Nominal 08M3 ..8 SquctNon-ImpaG&quot Opaque 12131 f2022 Yn Yes No WA Composite Edge Fibeglam Single Door wim Sdalte(s) (Irs'OnghOutewing, XO, OX a OXO configurations) ig a,Therma.-Tru Flow -Classic and Smooth -Star Nominal 8&M39;8&quot Non-Impoot&quot Opaque 12/31 r2022 Yes Yea No WA Composite Edge Fiberglass Double Doan vAth or Without Sdelaa (IntWrgrOuteWng; XX or OXXO configura0ono) 20 t, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&M3 .0 BquotNon-ImpgxWuot Opaque 17/3112D22 Yes Yea No WA Composts Edge Fiberglass Single Door (Ins ing/O.t-mg; X confg-b-) 21 u. T erma-Tru Fiber -Classic and Smooth -Star Nomina18&M3P.0 BgwMNon-Impeat&quot Opaque 12/31I= Yes Yee No WA Composite Edge Fiberglass Single Door with Sldelka(s) anslwnglOutowng: XO, OX or OXO rnnfidurstionali 22 v. Theme-Tru Fiber.Cluou. and Smooai•Sber Nominal 88M39;0 Aquothlon-Irrysd&quoit Opoqua 12/31121T22 Yes Ya No N/A Composite Ease Flberglas Double Door Wlh or without Sidalites ( nuwing/Outewing. XX a OXXO confguntions) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal b&N368 &quobNon-InpadUuot Glued 12131=22 Yen Ya No WA Composite Edge FI Wrplaa Shill. Door Onaaing/OulswMg; X oorsfi0uration) 24 x. Therms-Tru Fiber -Close and Smooth-Sler Nominal OUVA &quotNom Impeadquot Glued 121312022 Yes Ya No WA Composite Edge Fiberglas Single Door with &del be(s) Onswing/OutaWrg; XO, OX or OXO configurations) 26 y. Thermo-Tru Fiber-ClasMcand Snnom-&mr Nominal 5&030;8 AquotNo Impad&quot Glued 1213112022 Yes Yes No WA Compoebe Edge Fiberglass Double Door W th or without SMallt a (IrsMnp/Outirmng; XX a OXXO configurations) 26 zTheRmo -Try Fiber-Gouteand Smoom-Star Nominal 88M39;0&quat.Non-Impsef&quot; Glued 12/312022 Ya Ya No WA Composite Edge Fiberglass Single Door O mviong loutswirg, X oanfigurabon) 27 zs. Therms-Tru Flm.Claak and Smooth Star Nominal 811,01030;0 AquotNon. Impleadquot Glued 12131/2022 Ya Yes No WA Composite Edge Rt)ergles. Single Door with adelke(s) Onswing/OuteWng; XO, OXa OXO confgurshons) 28 zb. Therma-Tru Fber-Classic and SmoothSlar Nominal SU39;0 dquothlorl• Impactilquot; Glued 12131= Yes Yea No WA CompotlG Edge Fiberglas Double Door Wth or Wthout Sidolitss (Irswing/OubnMng; XX or OXXO confgun Ions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 2 t6r2011 -1t.�1L•A +u'v�P%A ��1�r�)^'1Y. ky�A"�v�n.kc."nit't��.�k0.�5_.,rb„),�rt..`•,.�p.�.�r�1.xk:i�tbu���Ryat��.��it.^,�-,r7-�%. ��.$°'t���c:'%a�vA���,y ;rr � 'l•,u '�W''�i ti�te�aN bY' xl� ,.k .. �, �,R?'& 4 dr'k.VJ::. 1'�` '%r. . ...�', ,=.,. 'Q;tf .^{,i:?i am Ently a got! )lot! an MLO )real- llEoldegli7t meat 1pMttu[&lkeola X09" illlhmmaa f&QAGDMzt A� MASS. Reualan 2020 MI Wndows and Doss Brent Sllhger Luis Robeno Lanea Steven M. Union. PE 10,0812020 100092020 101192020 12/152020 Apwraved Coaepay: Extedw Door* 4717) 365C300 PE eMl4 171 T) 31T-8454 "Caregory: aldng Exterior Cow Asernaks b hn9.1G.Nnd.can Compllenc4 MMhodab a etlon Room tom a Flarkte Read.reb Arm"M a a UMwd Floras Praftriva il Engieeer 91MIIRLAssurace Aoorowdfa We Aovb;4f �e BBgla potl01 ItAR hoo1XL N.M. Nenberortlera J'1oduct Doonarslla0 S .mlt 1, HV Z Outside HIM ReMstMa Prinume 1 9ERIE6420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 12012024 No Ye. NO WA 103146quo1;x1i"qud; NON -REINFORCED 2 5ER119 20ALUMINUM SGO SERIES 420 ALUMINUM SGO OX XO, XX 121312024 No Yn No WA 98&qua,y90&quot NON -REINFORCED 3 SERRV 420ALUMINUM SGO RMNFORCE13 SERIES 420 ALUMINUMEGO REINFORCED OXO 120112024 Me Yen No WA 14s3/4&qua:481liqud. 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM80D REINFORCED OK 12131/2024 No Yp No WA Xo. XX30equd:x98aqud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSOD REINFORCED XXX 12/312024 No To, No WA 143&gamineabqud, Florida Departmerl of Business & Professional Regulation sabot al Building Codes and Standards tNN71 Product Approval A llcadoni Detail PPr Pp -,, _.. {Ply 4 g1' -ni ?' ' YN� t k ;,'T.. ":T '.A ,, �d. �tt'�m�.:5...r,,,71he'�Cv .,.t,��....���dY..-.._-+36�....a,-�....;.h , jK-+• .r. iA�,�....Y,...„,.�x.n2.AID.nat1AY.�d��.?c�,��6n.H:C.y�.G�l;%�.h....M�ie-Gr.4_.�`.. 'W lrgMafinMtall. mie>Jg.Oa 1211a ly�g version MleLrsemrer 99= Epeasr&Uaers. Valldererl By VaildoWJ FBCAmroyer Ammaved R13111, Revision 2D20 WM.Dotm,. dvig. of Overhead Door Dwayne Kanl.h John E 3 .see Janney P Arnesm, P.1 /0/122020 OW294020 1o1232020 12MSM20 Approved Cwpohi (33Fi 763,8121 PE-51737 (904)021.5200 C*.Oary: Exmrlor Doors dko nshmlwaynrdegm.0 subcategory: 9.M.01 Eaten. Dow An-mbles dim COnplhathas Nomad: EVal.Mim Report mom . Florida Registered Armiloot a. Licensed Florida Professional Engineer Rjgjg„{(I•R20 haduote lgg j hoduct ModSL lumber or Mm ArazondadhoUlaves Produd Dwrlorion SaIn Amrnguzlru harm 20M NyCf 0utMd* KV111 assist!! Pjtlslrs 3 WDOWDOM200 s1103 %999. Max width . 1441SW Max hdphL Gluing 12n1im$ No Yea Yea-31.0005 Do awhteble In so or tntethedlM6 section 10 8000re1DO/420011123 itNIOU. Max width. 1461186; Mix h.Ight. 01131 12/31=23 No Yea Yes-30.0003.50 avalable In top a InsmeOlate 9edlan. 11 800016100.e200 01124 19aes Max wait 148e09 Max h.lpd. 01010 12/3IM23 No Vn Yss •34,401-38 30 Mildoo in to or 1A14nlNtltet. sesion, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gn i ar l I/J2021 A f1C? 14, " rF L sY 1 R1q" . .. .,owl �., �� >. Gt 4't:•, 69,1:. bl&�+t':rYax�"fi1'pv ,3Y:;i'u11k'. .. ,. )1PM!EJ.'� �n •. �r. 2N'��i.�wu,tulMe"uliA^'< (�.e,��n�lb.''�.�:'.�«a�i Ss91., + JIDiRff9[ t2M1 Jae! �elmdm FY9 mus XKWL ■KK%m0[ Gggter4 fpMltu[a1lRema YelOYoa®t Ydd= momltild EIiGEROMM aalemuY lion RaNe10n 2020 Canes dYMlon al AADO, Inn:. Tom Way UL LLC Troy Bishop. P.E. 12fI0002a 1210I202U 12212020 Alaw ed ry: CategoEntente Days (841) 494-281 a B54) 947 ONO MC8140ry: WOW Dow Components lon.reltelrese.a.ablo/.co ConpBM+a Madinat Certification Mali or Losing m lLMs83F.Ra PeweuW m slim Asslrimi Aiaorotiiadl FarUs, Amend for Use thrust 29" JIggR kod„dM.Y.Numeerw/erm. Pta0lcLl�dgtiao S 1,KImi Gomain.l001i athwm Pasfin 1 807 707. r27, 747. 757, 777, 4nd 64r Single am Psn a nu sh. G1ata0, and Louvsnsd single end poll%of 121312025 Y. Yen Y.. WA Doan hallow metal door*. Florida Department of Business & Prdessionel Regulation Fags T a 7 Bulking Codes and Standards h202+ Product Approval Application Detail : "'' r ' � r"" 1 m •r drs�trr�lt'A�'"l � i hg�'-• ,gf � � ,,. 1 5_x. e � +,..,; q9 v�wu,r,fi-fit=w 34Y,'1 tin � 8. , . .4.th14 '1.•_�. t:, a'3filhi h�ymM)r r., r t.r n +xa.e6 9(in'A� NV1+7. f, �'!: ,. .x,. /q � a3 .Jtc �Ri '. N_ Alm ,r. „ ` aR"�',.. �a �•. ..... I _.MW'.d"re�.�oNF .,a)i, Ego Samar IN- ) Ili Dow Panam Ors jig 1"ga auturectura faim EaWWMLA1121= Xiwds AL YMBYaa immEm F13C Aamarat a mom i m a R"SW 2020 MI WndaWs and Dews Brant t1Y0lrig r Amenoan AWt,goaural St~ M. Urkh PE 11/172020 11117202o 11/2712020 A43ploued CEO": Y'Sndows (71 T)365.3300 Menunnoturars Association (717)317-11454 lubCsi4gory: angle Hung bstanger®mlwd.can Consillada Method: CMRoatloa McHt or Ltating aawxngsir Il.a AmmrM Ito the toga ggglm WA Model. Muninknorr or Nam Predict CatmouwiBOl✓?M.RSM[� in Oulatde HVFa flitimi� 2 1B5 SH 52x72 FimPonq Froms IC/SG Single Hung 1o,082023 No Yon NO .6W-6o L."orti d Glass -e--e N N �QCD U Q� 2_-' O ^�/�ere L .� \V -0 CU ^0 I..i.w O co Tt Ch � O 0- ^+ W O LL O r3 .� -0 cn E� CU O C `^ iZ N � N C w a. C' o =�t1 � O ` N m N 47* B ]C 4H at d 40 CC V - 3 � a- V 41u N CL a 2, 0 ca a_ O E N Z cn `IO 0 LL CL 0 CL Q L' 0 O < L.- asse (1) U CIO m S< 0 ILO W Q W Z J Z Q J a - SHEET NO. PA 1.0� Flodde Department of Business & Professional Regulation P.D.a or Building Codes and Standards 1/25=22 Product Approval APPI 1PtaApplication Dll 290 trrMILy or 2 elk Die Pandtm 20 .Tim YjM Ma geaw L LLJMMpgM Validated By YIWANd aMaetigga PBO Amloyal Abolo ed jilAala Revision 2020 Thrma-Tru Corporation Steve Jasponon LtlF Schmidt, P.E. Ryan J. Kin&& P.E. 10,07)2021 OW18Rr1'11 NY131= 12/1fi2021 Approved Category: Exterior Doan (800) 843.7828 PE-43409 (813) 787M subcategory. avenging Sidecar Door Assemblies asspereorl®thormartwoo Comptisnce Mal Evaluation Reportfrom it m Fbrlda Registered Archhr or a Ucensed Florida professional Engineer PLasasalIV Prodadn a*a a Product Model. Number or Nam a Product Description carted Eadreaan Daft Aooro,Ad tar Ilse nl HVW Agarovee Por Ur Outalds HVHZ JI61 Y }]estala(d ),mpg Prunig 1 a. ThemwTtu Fiber-C4owio and Smooth -Star Nominal 88413988quot;Non-Impacdcluct Opaque 12/31f2022 No Yq No NIA Composite Edge Fiberglass Single Door (Inmire/Outswdng; X configuration) 2 b. Thsrme•Tru Flier.Claub and Smooth-Ster Nominal 61,031 Squothlon•Impactilqud; Opaque 1213112032 No Yaa No NIA Composite Edge Fiberglass Single Dow with SLtdko(s) (InawengtOutaweng; XO, OX Or OXO Ill ... ) 3 aTherma-Tru Fber.Cesslo and Smootti-Ster Nominal 68039;8 aquet;Non-IRpadaqud; Opaque 1213112022 No Yes No WA Fiberglass Composite Edge Double poor with or Without Sdelltne (IwMrWOuMMng; XXor OXXO mnfiguralons) 4 d. Therma-Tru Flber•Claub and Smooth -Star Nominal 7&0*0 Squat Non-Inpaotaquok Opaque 12131/2022 No Yes No WA Composite Solo Fiberglass Single Door (Inlewlnp/OutsMng; Xconbgwstbn) 3 a Therma-Tru Flier-Clas le and Smooth -Star Nominal 7803908quothlon-Irrpod&quoL Opaque I2/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sddh(a OnaWngYOuteweng, XO. OX or OXO configurations) B 1 Therm►hu Fleer•Claask are Smoctn-Star Nominal 881r39;08quotNon-Inlpscmquct Opaque 12J31r2022 No Yee No N/A Composite Edge Fiberglass Single Door On ng/Outlwiq; X wmtip moon) 7 g. ThemwTru Fibr•CNasic and Srrgoth-OW Nominal 88e30:0 4quotNon•1m9a1A8quat; Opaque 123112022 Fb Yes No N/A Composite Edge Fiberglass Singe tabor YM Sldelitel O newirglOutw.inq; XO, OX or OXO oonfiyyuaUone) 8 h. Therme•Ti u Fib.-Cleub th-9ter and Smoo0 Nomird Ba4Squall mpoictliquot; Opaque 1231/2022 No Yes No NIA Compoaroa Edge Flbaglmm Double Dow woul or Without SMenss (InsW rglOueMns XX or OXXO configurations) 9 i. Thermo-Tru Fibr•Cbedc and Smoothi Nomhel Stil 8 Bqud;Non-I mpapt8qua; Glazed 1W1f2022 No Yee No NIA Composite Edge Fiberglass Single Door (irawnoCutawkp; Xoordlgumbon) 10 J. Therml Fiber -Glade and Smooth -Stet Nominal BBa32;8 Aquottion-Impart8quot Glued 1231/2022 No Yes NO NIA Compcedie Edge Flbwgim Single Door Wm Sldelde(a) (InoWrglOutawing; XO, OX a OXO confioundions) 11 It Therma-Tru Fber-Classic and Smooth -Stec Nominal BBs3B;88quotNon•Impadagl Geed 1231/20Y2 NO Yes No N/A Composite Edge Fiberglass Doubt Door worth or vUhan Sldomss (fn*MnWOutwMng; XX or OXXO configurations) 12 L Therma•Tru Fiber-Claseio and Smooth -Star Nominal 7&ll acuoGNon-ImpadBquct Glazed /231I2022 No Yale No NIA Compodbe Edge Fiberglass Single Door Orwwrw(OutrAft X configuration) 13 m. Th-.Tau Fiber -Claw. and Smooth -titer Nominal 78130c AquolNor,-Impw1Squd; Glazed 1231r= No Yea No NIA Comports Edge Flbaglass Single Door vath SMelbe(e) 0nowngKkank sang, XO, OX a OXO oonNguraoons) 14 n. Theme-Tu Flbr.CWutsod Smbam•bMr Nominal 88111390 bgUatNon4mpwUkRcf Glazed 123112022 NO Yes No NIA Composite Edge Flberglou Single Door (InWngfOuMwap; X conflgurallon) 15 o. Therm ill Fiber•Classlc and Smooth -bar Nominal 88039:0 &quotNorr-lmPWSAuot Glazed 12/3112022 No Yes No N/A Composite Edge Fibo%lan Singh Door with S iden ) (I nsWngPOutawfng: XO, OX or OXO configurations) 1a p, ThermiTru Flbor.Clseok and Smooth -Star Nominal UAW;08quotNon4mpactill Ct Glazed 1231r2022 No Yes No NIA Composite Edge Fiberglass Double Door vial or without SMalhos (InaMnWOubw*rd; XX or OXXO configurations) 17 q. Thermal Fiber•C*nic and Smooth -Bar 1Nornhst Bilk. 88quothlon-ImpsadquOt Opaque 12/3112022 No Yea No NIA Composite Edge Fiberglas Single Door wnh Transom (Inswing9krivi DIX configuration) 18 I. Therma•Tru Fibs,Closro And Smooth -Star Normal 0ae3P88qud;Non-Imp00%quot Opaque 1231re= No Yee No NIA Composite Edge Flbrgla Singl. Door wet Sfdoln.(o) end Transom(InrwnpJOubWng; O/XO. O/OX or OIOXO coMtguradans) 19 s, Thorma-Tru Fber-Classic, end Smoolh-Star Nominal BAAII BquotNon•l rrpaa8quct Opaque 1211 No Yes No WA Composite Edge Fiberglass Single Door with Sdoib(y (InsWngrOutoweng, XO, OX Or OXO Continuous Hood and sill configures") 20 t Thames-Tru Foorr.Clesshe and Srmoel-Ster Nominal BBan;O Bqud;Non-In"0G%quok Opaque 12320Y1 lr No Yes No I Composite Edge Fiberglass Dow with Sidolke(s) Onswng(OuMWng: 700.GX or OXO Continuous Hoed and Sill corfiguratiars) 21 u. Thermal Flbr-Classic and Smooth -Star Nominal 8111411 BquotNon-ImpactB luct Glazed 1231/2022 No Yes No WA Composite Edge Fiberglass Single Dow with ScWWo) OnavAng(ONavill XO, OX of OXO Continuous Hoed and $11 coringumtlaa) 22 v Thermal F br-Cleasio and Smooth -Star Nominal 58,031BOUtiotNon-Imeadaqud; Glazed 1213112022 No Yea No NIA Composite Edge Fiberglass Single Doi with StlalWa) OnswinglOuttivil XO, OX or OXO Continuous Head and Sul configurations) 23 w Thermal Fiber -Classic And Smpdh-Star Nominal 88013a,8 8quctNon4npod8quot Opaque 1231/2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented SdeRhol ilownli/Outewirs, XX )M or XXJO( oonfipurations) 24 x. Thema-Tru Fiber- Classic and Smooth -Star Nominal 88111tili BquotNon-I"Okadquot Opaque 123112042 No Yes No N/A Composite Edge Fiberglass Door Panels With Vented 9cWWs) OnsWngrOutswhg; XX XXX w XXXX aanrigurationa) 2S y. Thermo -Tau Fbertlusle and Smeoth-Stir Nominal Wall SquctNon-Impodaquot Glued 12t3l/2022 No Yes No WA Composite Edge Flcergiaae Door Parala WUh Vented Sdelb(y OnsWnyOumwitp; XX )00( Or X)O(X copnnRfippurabons) 28 z Theme -Tau FbrClassic and Smooth -Star Nomfirl U8R39:0&gtctNon4noactfiquot Glazed 123112022 No Yes No WA Composite Edge Fiberglass Door Panahk whin Vented Se mKQ Onswlnp/OUKwtp; XX XXX or XXXX CMfQW20ons) 27 as. T'hermil Tress Fiber -Classic and Smooth -Star Nominal OBa39;8&gtmtNon-InuctBquot Glared 1231/2022 No Yes No WA Composite Edge Fiberglass Single Door with 38M390 Siddkill (Ins-WOutewini XO, OX or OXO oontlgureflons) 25 7bThrma-Tau Fiber-Cauk and Smooth -Star Nominal C&A=:B&quotNon•InpsoMquat Glazed 123112022 No Yes No WA Composite Edge Fiberglass Double Door With 301 Side1ba Onsw riglOubtWng; OXXO oonfiguration) 29 to. ThemliTru Flbr-Classic and Smooth -Star Nominal 61kil ;0 BquotNon-InpsoMill Glaaed 1231/2022 No Yoe No WA Composite Edge Fiberglass, Single Dow with 3&039;0 Spege(e) OnwdngriOutevmg; XO, OX or OXO 30 zd. Tiwrne•Tru Fibsr-gosde and Smooth -Sir oonfipurab Nanael aon ;OBquotNan-Impst'aSyuot Glazed 123112022 No Voe No N1A Composite Edge Fiberglass Double Door with 311IX 0 Sldelltn (Ingwing/OutarAng; OXXO configuration) 31 as Ttwme•Tru Flber.C98MC and SmoothSlar Nomial 7$A39;0AgwtNon-ImpacM4uot Shoer 123112022 No Yes No I St ries Composite Edge Glued Fiberglass $sngle Door Wth orvithout 1891 Sidolh(s) OnsWnglOunewhi X OX. XO or OXO conlqurabons) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FL06251111i 9991 =1 12M 20 )tfi= jyg>i V*rliOn Manufacturer Copes Engineer Validated By Validated Submitted Pending. ARRr9 Mal Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W. 10/2 O20 1002212020 12/15/2020 Category: Roofing S9542331390SmalpertCopolyglass.com RobertNisminen Knezervich, PE dpA132Y01 Subcategory: PE-59leS (954) 772.6224 11/01/2020 Undedaymerts Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLA6266.R81 C= Aaaroyad ror lJ �ltg= Mail ILIA on�Bafrlmon Product Yodel, Nun tea or Ner1el Product Oaecrl�q u+a+a+'r 1 PolliglassRoof Undedaymems Rooenoundelayments 10'21I2022 No Yes WA 4WA/-WZ 1 Pelyglass Roof Underawents(HVHZI Poyglass roof undarlaymeds lot use In FBC IZ73il Yes No WA WA HVHZ junedkllons 2 Polyglass Root Undedaymerns(non-HVHZi Poprgi rod underivjbil s, lot uses IW23a= No Yes WA -WAI-822.5 FBC norr-HVHZ julodkftm. 1 Polyglares Root UndedrymeMs(HVHZ) PPopyryppla" roof undaflaymenN for use to FBC 112'2Yr2023 Yes No WA WA FiVNt: jurladlcl o ns. 2 PolyglassRoot UnderYymerlt9(nM-HVHZ) Points$$ roof undenaymeras,for use n 12/23=3 No Yes WA eWA/-e22.5 FBC nowHVHZ Jurlsdk$Iora. 1 1 use In FBC7 3)202;) Pol gas Roof Underla sots FIVHZ' Poi roof urx)eri env a u 2'2 Yd lam ( 1 Yp gym Y es No WA WA HVHZ juriedidiora, 2 PolygiassRoot Underlaymems(non-HVHZ) Polyolassrod urldrlaymerts,lot use In 12/23/2028 No Yes WA 4WAI-62Z.8 FBC non-HVHZ jurisdictions, 1 PolyyassRoof Undedaymems(HVHZ) P*glasaroof undenoyments for use InFSCI2123MIM Yes No WA Ni HVHZ jurisdictions 2 PolyglassRoof UnderiaymentsInon-HVHZ) PoWstsrod undersyments,for use In 12I23A3023 No Yes WA 4WAI-M.5 FBC nowH VHZ JudediMom. Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail Pie 2Of2 3R2023 Fonda Department of Business & Professional Regulation Bullding Codas aril Standards Product Approval Application Detail Pepe 1 oft 152021 Florida Department of Business & Professional Rogubt)on Bul)dling Codes and Standards Product Approval Application Detail Pyle 1 r+ 1y102+ Flodde Department of Business & Professional Regulation ►egg 1 ore Building Codes and Standards 52D2+ Product Approval Application Detail o r soft b llMLal am aYa Data Omaoo ads Lsdr aotaLg[ an tau assure Alt Sreb amtrpl no an D" Pending ft Lret Ytapm umnd )IaWaIdIIL YtWllag lsOo>Asd PBCAWrovil Approved sea Lm Yllalon Maw awnm fwbxmbg Agamni Palls Lem I WMo LareeaM PSGA-IMI ARMUM ilam Arbitration 2020 PGTlnduatrks Jena Rosowssl Maml-Os. WCO- CER Ml.m-ate aCCO- VAL I iMr2D20 11A52020 111I1f2020 Appra+ed litweMn 2020 MI W ridore and Dona BrenteRlnpef Amaral Architectural Steven M tMch, PE lomarlm 100a2020 10I1911020 AMOI FtW- 2020 all vandal Doers trend Brlrhppr Amannn acnredmn Blown Y Unch, PE 122f=) 112212020 11411=20 Approved category: windows (941)406.010D (780315.2500 Caregay: Windows t717)3B5J33ge M.nu%=-AssociNan I?17)317.8454 Casegoy: Wlldm (717)383-3300 Mamntceurms A.OcW 171'n 31T•a474 adlCdaeory: angle Hung Ira4wM@IuganeUNd.ac skier Hhost byrhPr®mMd.can WaCtwpry: Fixed brah0oremiwd.oan COnpllarash Method: cortical Mars r Lasting am co�Cdepory: Di COIrpIW1N MeuhOd CeNRceln Mad rLmtlnp cisi pRanN Method Creficati. Mad a Lisdn9 fL*Isu"i/BWrit t QWUAUUUM Aawanrad I, U, Aarovaarrur MIA gem FLOSM da2coducts Aampyedfor Us* Antagonist TalW laps( 2t" 90MMAMWM32L ACKMMUMJIU ARK21idULYY XLUK modes no Prodas Pohl laarbr or Maw prim ! atsdrltignitat it, HYRZ o veto HVNL fit» mmn amid 14m oft Yodel. Posner a w r P(MaMtaasr�aop ads IB.k = pulsed, RVKZ all" EAUUM nu Product NOW. number or Name )ggygt Imp tall in Hi outdo NVIu anim Pmmrt 2 SH51M (Lange ANI Impact) Vhy1 Qrea Hrng V4ndo. 07r30=5 Yes Yee Yee N A 1 Ns 1$6 Fln and More. Fr.me 73oe2 dnwkdocid..s 02AS4024 No Yas No .551 1 Its Pw 73. 721nsdddd Gars 041032023 No Yss No -M-40 Fonda Department of Bueinses & Professional Regulation Building Codes and Standards Product Approval Application Detail Per 1 d1 1rJ2m1 hags X-M oil ImIMLa[ Alt =A class Positions seta Da VArelse ManurfMtur8 Seats E,akrerAUeerae View& B. Validated auhmatd Fas,A=mvW A DI aWm AaarotGo 2020 PGT industries J.. Rosoretd rem606 BCCO-CER MamLDada fill VAL 1110 10 114061 11M12020 Appfabd causal wridOWe. (9413481 (746) 315-2600 subCastel Riles 1ra0vnM@ppdnduleuleac Corpllncd M4Mod: Crmahn Man Or Lkbng an coal Assurance aalomiaLum ANCOMMaWa bovA 21 AMA obw. ill- � �Yea PW85201ft Laree MrnA Fix 0 20 y Nrl�i9At Florida Department of Business & Professional Regulation Peal Building Codes and Standards 14=1 Product Approval Application Detail im Lem YAWM almmllel st"olon 2020 James Hardle Bulldrep Products. Il Catopry: Panel Wale Wacato Airy: aging Corrpliwce Mdhod Evaluation Report tom a Models Ragrbned ArMUC w 9 Licensed Florida Proranand Engner FLM31flWURMtMda aw Product Model, tambr or, Notes 1 C 0.d Leg Siding 2 Hordall Lag ading Florida Department of Business & Professional Regulation ►.O.I d1 Building Codes and Standards 15,2021 Product Approval Application Detail Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape / r 1 145= is i - .... - 1..2 coo BrAlOr art Ala 00,PJIWm ass Ga agYhta[ ALL am Ca4.Prradm ors ]laps Pennon ManLdhdm Contact indmn,41.1 ii, Vallddedae YMsWd latiagbast FDCAmmW Aperntat awn an Version )a1011kMira rraotla lrdnm&Um i VNM.tedBy Validated lj)&mtltd PaCAmreM AsruMlot Bins RvAsion 2020 Ml Windrys and Dore Went Mengr, Luis R Lomes, PE Sown M Urler, PE 100812020 10A62D20 101192020 12h6r2020 Approerd Affirm lafl 2A20 PGT InduaOxs John; ROsorall Mdrct-Dale ECCO- CER MrriOtda 111=- VAL l lMaD20 11*51 11/11/2020 Aprawd Col.gary: Whd- (717)365-3300 PE-82514 (717)3174464 Category: yandows (941)46"100 (786)315.2590 subashol : Muaao DNOn9/1@mhyd.00n EWCMowl Vol )rosorsM@p(NMuafes.t Compliance M WW1: Bye iatige Repd1 toft a Corpli. Ndbge: CwMmUn Nan Or Ustil an Flo" Ratbnd Architect r e Ucsneed Flats. prd..ond Engine. PLM nibs todMb ! ►tsl uIAL redr,.w Am Product Model. Number or Hades Quality Assurance Ancrovad for UN Amrnytl it U, pfpdid posedod COMM IN"IM CKt lirl Outside kaLtA 1ladKat P�m. MA QMKMLA� Illusional for - A jmma 210M � In WVIRi Ihlbk*.lm R2024 1 MuMona for All DI and Window AUminum Wgm 05rW428 Y. Yee Yes WA 5781 Vertical N Mulln 1235 N. yes Y NAA Florida Department of Business & Professional Regulation poill Building Codes and Standards 1as2m1 Product Approval Application Detail t 4,Mail t a•, IN; NUMIRM ._.H h .. xi .YCdNxa tlntkr at lilt ALL Dow Pending Ala sm low Or ail beau ata.Pfndw affd QEM Endrar& Mans xdwma .®t rib d" adoma LwLhmmft ARgmm man ika Vandan lAmltaBWu[ SabtsY SWMMrALam Voill Bir YMwm aggmglas F9GdaM-ol AMemrit Awn Chad clever V. Andrew Ten Jahn souWnd. P.E. Oif5riON 12M 4120M 011OW021 ding FBC Acon Reuski 2020 Add. Nick Thompson Lynd. F. Schmidt, F E Ryan J. King, P.E 02MSI2021 02115=21 02112f2021 p4M3r2021 Approed (Woo 545.8330 Motel (352)307.2520 collegial panel Valk (330)922.2389 PE-43406 (813) 7874S55 clad disrelssearrnnard srbcbpory: $. $ nMrnpocnealado.corn a.- Crrpllanca Mdfeod: EWluaiw Report from a Florida R.gld red Architect or a Licensed Florid. Prdramll Engine. QkWkvAMUrniN Apprayfflifd9LMa! AuasA7fedfor Use am Dow L M BELA$ Prsdrda 9MW&AUUMM Amraeedfor Use Amm.t for Jlu all gift $RgBl.Weaken,O SAUaagi In MVKZ ,1tf21Z 612etael CsmlQ, e.o o Product 10.0i Poorer or vents I h Control brlrsion Ore In KVNz aealde HVN! Reell Pressure tbertamenl lap sidng 12317023 Yr Y. N/A WA 1 a lqud;2Tequct Som Von i a Bdid VlM Bova 12J312023 No Yes No WA fiber -cement l.P.kNg IM72(W Yes Y. N/A WA 2 b. MNNAllonse T4Al Sloan V.l aSld Vhal Bra 12/312o23 No Yee No WA 3 c. aqual;Orombrer Vli 0r0006a30: SOIiR Vent or all Vhy Beta 12I31202S No Y4t No WA 4 d aqud:D6aqu t; WM Vent orSold Vinyl Sra 121312023 NO Yee NO WA S.e. Aqud:Chrler Deka,quAt $dint Vent Or all Vinyl Saint12/31=23 NO Yee No WA 6 1. &quo;; Wdm apon&Rur; MR Vent Or solid Vent S. M 12312023 No Yes No WA Plod& Department of Business & Pmtmlonal Requisition pie / d1 Florids Dapartrikent of Business & Professional Regulation Poe 1 or Building Codes and Standards loe'm i Butidng Codes and Standards 14=1 Product Approval Application Detail Product Approver Application Detail Salk Endw a oft Are atltP-dm alit lYm Ylldon Mwfwwm correct frdrearALic , )fa *ova YAlldd Magilltli( FBCAmrrvel Aaamed a" R"alon 2020 TAMKO Building Prodi LLC Karl Won ROW N"noin Jan W. Kneandch, P6 f 004rM20 O 292020 IDAM020 12M5JA20 Appraad C.l.mr. Roane t4i7)9244844 PE5911116 (954)7724224 "CAtepwy: li-WKY me krn_ednQYwap,aam Compliance khol EvekiMan Report tam A Ral Reglbred ArdrNrt Or a Uan Mill Prof wortind Engil ama hgANL2wKkft RANWXAsag__ Amanam Lu Amrewdf LUM 1, HVHZ out" t I ka" awm &uhtd Pleasure 1 TAMKO Rod Underaymna(HVI Rod Un.daymnla for use h FaC HVHZ oa2gnm Yoe No NIA WA Iuisdedans. 2 TAMKO Rod Undarbyrorms(NON-FM¢) Redundedaymnn true. h FBC nn-HVN2 OWA2023 No Yr NA WA lunsdrknr. Florida Dapertnent ofBusiness & Professional Regulation Pagel of Building Codas and Standards 11`72o21 Product Approval Application Detail Q111 lYm yAWaM aagldmka RMa1on 2020 L.V. Thnynon. Inc. dM Thornton Architecture MeW s Compny 4TAMCO) Categal RoWC "CMoppry: Rooting AoCnWes mat uo an Integral Pan rme wooing System Compliance Mamod Eveuatlon Repot torn a Florida Repldered Averred .. Licari flake Professional Engineer Slat haacreknor 1 TAMCO FIB TOO O1pRdgd Vant rah Bette kill Tea a TAMCO Gowel von 3 TAMCO OIFRk10e Roof Vent Min Barb 4 TAMCO Round Top OtFRldge Vent Min Baste for rib - ..dam .Age. ath 2KA no ALL Cab Lim IKWM SKIdu m Solari t ga,-&Li t YMMad.mL YM939 ai101am z� ABRmad Eaaa Ls Ymim ligoganua. Rewskeh 2020 LPma.. Kahira Jdloy Jame L Buaknr, FE. ®even M. Urlm, PE 112&" 11231M20 11rz9R020 ding FBC Ago, Revdn 2020 Beni Rowing cofteary: Roelng (50119816163 PE-31242 (71T)3174454 Cd Real aubCdoall Rreoang Aeraerle. that re an gNny@kmnm.com W-M gG nlas adrCddpory: Integral Pon orme Roofing p Syetrn C4mpIIMK. Mdapp: Etrdydln Report hem a Method: Compliance Md hod: Evaluation all Yana Product 0- Jusacn En* Rondo ReglekredNchitect or a Licensed Flails Professional Enpnm PiAMMAMi$AWdt SAUMIARANk" "a .au1aAMLKMat Amovdd for Use Apowavad far List Immd 2wm is BnnY-gbeka. liana, Country Cda, QAI Old Enplsh iaMxProduct MadaL Feumbeir or Karl a2soLowdow s� In XVIAZ gwNgLau Edit" 1- Thatch aamp: mods 1 D.ek-Ai" 0A4 r TRhBuiit Deck -Air DA-4 Low Prdb, PdypropAn. Plastic, Rod Vnt 12/102026 NO Y. No 17 Srny We - ode. Shake Amp: SPIN Sill Mechanically ANrhed to P)Iaraod call 1B 19 Sal SM-Sib, Shshe Amp: Spit Shake Sony TOO - Ill anus Abel SON reek. 20 27 amyy7rl-&nk., set. Oamp: soft Shake Tales Bspan./Bemetrn 28 'All. Florida Department of Business& Professional Regulation Popp I Building Codes and Standards 14RIM22 Product Approval Application Datall 22111111 Eftwor tea$ flats 2MLbnd= testa Tyrsion Manufaeturar Contact ErAinerBLieard Validated Sly Validated SubnlfRed FBCApgai Approved attye Reunion 2020 All American Shovers and Glass Mice Barbiori Frank L. Borlrardo, RE Troy Sishol P. E. 10IM020 10115/= 11105/= 121,15=0 Approved ift ry Shatters (561) 712.111 PE.004MQ (954) 247-MOO Subcategory: Storm Panels mdkab®alnR trAnnutte Compliance Medtod: Evaluation Report from a MOOm Florida Registered Archbctor a Licensed Florida Profeesiond Engineer mallotatmAo air Li Frei Modal Numbwor Home Product Dwariptioii 0,21 MLAmmmum Central EXDIMUal Daa Aooro+ed for Llse Amrwmd for Ua. "I HV/IZ 0611wa HVNZ IMMU 2LI= "Ishint Prasaura 1 24ga Galvanized Steel Sturm Panels 249a GaMnhad Steel Storm Panel. 12312022 Yes Yes Yea WA Florida Department of Business A, Professional Regulation Pop di Building Codes and Standards CM412M Product Approval Application Detail aoazga Cmiect aaamstAlasmt Tray Ornstein Zsdlary R. Pnoob (013)241-3454 P&74021 Inyagromale toohng.acm 20 ga. dui (Oavrelata WO battle 26 VA. 26 De- btic wNeni with Integrated bait 26 gal scope roMver9Wr with bane on Ate tWttenam aft imaim ( MOW aWmWW LWAIQMni ARKUW aaaa Sown M Won. PE OW172020 O9n82020 09222020 12MVA20 Ap ri (717) 317.8454 a-MgyAstrapa raa>VffiFaMtatlroWra Amsved$K Us# MVHZ AmOyed Truss 2add.ltAti f= samara Raft lraaalre OM2uo Yes Yes NM WA 091011 16 NO Yes NIA s0/-S2A oomwese Yes 1. NM WA oelmm Yes Yp WA WA Florida Departnent of Business & Professional Regulation Building Codes and Standards Product Approval Application DeULH Parrot i/71=1 slob= 2" am atLels" so Saitm Vdidctsd a, Vdww alamltat F11gem®W An-,d a" And- Radn IADNO Unroll EwN.ten Gar W. wells. 111031 110=20 11ANM20 AppraW (001)36"wl SoMm LLC. 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PA 1.2� Cl) CO -CD O� L a) � • Simpson Strop Tie 2020 FBC Approved Products R S- RR For direct links to all SST approvals AEed below, CLICK HERE Updated 12riMO20 Simpson Strop Tie 2020 FBC Approved Products R A- Rp For dredt Inks tOEI SST approvals Noted belay, CLICK HERE Updated 12r"2020 Simpson Strop Tie 2020 FBC Approved Products R 9- RP For [Arent tlnks to all SST apprWEa NStetl below, CLICK HERE. Updated 12ri M20 Simpson Strop Tie 2020 FBC Approved Products 9 RP For died Inks to all SST approvals listed below, CLICK HERE. Updated 12rao/2020 p C cc O 11. . �i Florida's Statewide Product Approval System Marrs County Notice Acceptance CLICK HERE. � For additional Information terfarding Florida's statewide Product Approval System and Mami-0ade County NO" of Arne tance (NOA), For additional information regarding Florida's Statewide Product Approval System and Msml-DDade County NaBae a Acceptance (NOA), LUCK. HERE. For additional Information regarding Florida's Statewide Product Approval System and MaM-Dede County Notice of Acceptance (NOA), C� rCK KERE For additional Information regarding and -Dada or (NOA). -0)U � (D to FL#2355-R7 FL#1044f-M FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518'to 3. =3 M 9/16" and heights ranging from 45116" to 11". Concealed flange -0 0 AMAProduct Modal. Number or Name Product Description Sao S Product Modal. Number or Name Product Description 3oa X Product Model. Number or Name Product Dgscrintlon version (HUSC) available for models having width equal to or O O �L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Book Ties greaterthan O L �,. O 2 APA21, APA4, APA8, AFVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IU8 series hangers Face -mount hangers available in widths ranging from 1.718" to 3• � 3 AP844, APB44R, APVB86, APB88R, AP888, APB$$R, AP61010, AP6101OR, APV844, Outdoor Accents Post Bases 3 C814, CS18, C518, GS20, C$22 Coiled Straps 5/8" and heights ranging from 9.114"to 16". Q � LL _ FL#NWRB APVS44R, APVB66, APVB66R, APVB88, APV888R, APV81010, APVBIO1 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83-SDS, LGU5.25SDS Face -mount hangers (� 0 :e--o -.6- M 4 APDJT2.4, APDJT2R-4, APDJ72-8, APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT2-8, Outdoor Accents Deck Joist Ties 6 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CIO!) O p X Sa Product Modal. Number or Name Product Description APVOJT2R S S DSP, SSP, TSP Stud to Plate 8e 15 LUC26Z, LUC21 OZ Face -mount hangers "- � �t♦ Q L 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH46, APHH48R, APHH610, APHH61OR Outdoor Agents Heavy Hanger 7 Ht, H10A, H2.5A, H3, H8, H7Z, H16, H166, HIS-2, H16.2S Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- Cn a) L 2 SD9112, S09212, SOI0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT8, APVL4, APVLS, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tledown 5/8" and heights ranging from 3" to 10-15110" (n (� 3 SD9112SS, SDO212SS Sirong-Drive $D Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU5.62-SDS, MGU7.00-SDS Fooe-mount hangers Ili '+^a Q 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber -CIF Screw 8 SVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SOS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face mount hangers available in widths ranging from 1.9/18 m 5 .� „� V) SDCF221134, SDCF221334, SOCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5, HST5 Straight Straps 1/8" and heights ranging from 8-15118 to 19-11T. 5 SDCP22434, SDCP22512, SDCP22e14, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTSI6, HTS20. HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI BKTZ, HTS020KTZ Heavy Twat Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SOHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor Off 8" to 34/1&' and heights ranging from 3-1/18" to 13.3/4". 7 SDS25112. SD625134, SDS25200, SDS25212, SDS25300, S0525312, SOS25412. 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 2X and 4X modsb; on y adults flange is concealed. SOS25500, SDS25800, SOS258M 14 FWANZ Foundation Wall Angles 10 LST149, LSTI73 Straight Straps 8 SDS251128S, SDS2520OSS, SOS25212SS, SDS25300SS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 10 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 18 LTS1Z LTS16, LTSI8, LTS20 Light Twist Strap Wand heights ranging from 2.5/8" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL1M0007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12: MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FLM0967-RO 20 L30, L50, L70, L90 Angles 22 MSTC28, MST040, MSTC52, MSTC88, MSTC78 Straight Straps j Product Modal. Number or Nama Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6$W Pre -Bent Straps yeg" Product Model. Number or Name ProduM Descrlptian I ATR3/8, ATRt/Z ATR5/8, ATR314 Threaded Rods 22 LS30, L850, LS70, LS90 Skswisble Angles 24 MST126, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MT518, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/6'to 37. 3 SP318.2, BP1I2, BP112-3, BP518.2, BP518.3, BP314, B113314.3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSI2SRZ, LSSJ219LZ, LSW21 ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA202.12, NCA24.16, NCA200-16, NCA2x12-I6 Bridging 2 DGBF %*ties hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW1/2, CNW518, CNM14, CNW5/8-112, CNWV4-5/8 Coupler Nuts 25 LSSR1,81, LSSR21, LSSR2.37, LSSR2.58, LSSR210.2, LSSR410 Field Adjustable Sbpeable/Skewable Hanger 27 RCWB12, RCW614 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD56, CTUID55, CTUDW: CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available In widths ranging from 1.112'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, 144, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SPA, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in vddths ranging from 1-3/4" to 3- 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9.114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mourn Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in wadths ranging from 5.1/4" to 8• 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18., ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, STe236 Straight Straps 718" and heights ranging from 11" to 32-U7'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Dawn 34 TB20, TB27, TB30, Tn36, T842, T848, TB54, T8661 TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TW812, TWB14 Wall Bracing 114" and heights ranging from 11.114" to 37. 12 URS6 518" Uplift Rod RunTiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-78" 13 URSO 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6706, W13100C, WB126, WB126C, W6143C 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 3-114" to 7- IM" and heights ranging from 11" to 32' FL#10441-RS FL#10531-R5 9 HB sorbs hangers Top flange hangers available In widths ranging from 1-9N8" to 7- FL010447-015 1/2" and heights ranging from 8" to 30' 31111t1l Product Model. NUM bar or Name product Dasoribtdon $$gl Product Modlil. Num bar or Name Product Desonptdon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-14'to OMIT' 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 C8H2,37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-117'to 26". 2 HDC1014, HDC1Or22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -Mango (DHUTF) hangers 11 HGLT sorbs hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R•SDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9116" and heights 7/8" and heights ranging from 7•if2" to 32' 4 HDU2, HDU4, HDUS. HOUB, HDU11. HDU14 Holed -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" to 7- 5 HPA28, HPA35 Strapatyle purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63SDS, HGU5.25SDS, HGU5,50SOS, HGU542•SOS, HGU7.00-SDS, HGU7.25- Foce•mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42-2: HHRC4/1.81. HHRC44, HHRC5.2513.25, HHRCS,37P3.IZ Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRCr38 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7• 9116" and heights ranging from 18" to 26'. 8 MPA132, MPAI44 Strap -style purlin anchor 5 HRC1.B1, HRC22 Hp Ridge Connector $18" and heights ranging from 5-6/16" to 12-718" 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 6 HHGU5.25•SDS, HHGU5.50-SDS, HHGU5.82-SDS, HHGU7,00•SDS, HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1W, 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU25, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from I.9116" to 5- 11 STHD10, STHD1 ORJ Strap style hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/18" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold -dawn 10 TC24. TC26, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all modals having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA416, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/le", e"li THAC422, THA426, THA422-2, THA428-2 118" to 6.1/8" and heights ranging from 4.314" to 15.3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 12 THAI1.81122, THAl2.06122, THAl2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.316" to 28". N 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 1-9116" to 7- 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 32'. 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU. HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- IS ITS series hangers Top flange hangers available in vddths ranging from 1-9/1S" to 3- - - 16 TSBR2-24 Truss Spaoor-Restraint 112" and heights ranging from 2-7/8" to 19-114". Concealed flange 518" and heights ranging from 9.118" to 16' ,- 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights , 15 NCR Valley Truss Clip greater then 2-9/16" ranging from 5.3/8"to7-1/4" o 10 HUCQI.BIIg-SDS, HU001.81/11SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in vndth of 1-9/16" and heights u d ic� c+ SDS, HU00410-SDS, HUCQ412-SDS, HUC05.2-"-SDS, HUM5,25/11-SDS, HUCQ610- ranging from 9-3f18"to13-118", ro v N SDS, HUCQ612-SDS >< N r0 C� � N w N s r/9 O rip< 07 C'V W X d V . Q 3 cc 'O as ar a air c o H R.a c N O r3. C-r O w.- Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/301 20 Mr- Wqo' ML Simpson Strong -Tie 2020 FBC Approved Products Updated 1230220 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130o 0 ®For direct Inks to of SST approvals listed. below, CLICK HERE For direct Inks to all SST approvals Isted below, CLICK HERE. For drool Inks to all SST approvals Ned belay, CLICK HER For drool Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade Canty Notice of Acceptance (NOA), . mommmmmFor additional information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), DUCK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maw -Dade Canty Notice of Acceptance (NOA). , u HERE. For additional information regarding Florida's Statewide Product Approval System and Maml-Dade Canty Notice of Acceptance INCA), CLICK HERE, ru r 21 US series hangers Top flange hangers available in width of 1-9/18" and heights PL#11468-R5 18 SR.BV1.56, S1LBV1.81, S14BV2,06, SILBV2.37, SILJBV2.56, S1LBV2.68, SILBY3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor fa concrete ranging from 6-3/8" to 15-1l8". SILBV3,56, SILSV3.62 VLBV4.06. S/LBV4.12, SIL13V4.28, SILBV4.76, SILBV5.50 8 Strong•Bolt2 (STS2, ST82.4SS, STB2-SSS) Strong-Soft2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 11-9/le" and heights Sea i product Modal. Number or Name Product Description 19 SLTT20, S/DTT2Z, SIHT7I4, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" ta 13.1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SMST80, SUST72 Straps 118 mil (10 ga) 7 Titan HO (THD-14, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CS885I Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 sines hangers Top flange hangers available In widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP8 Slid Plate Ties available with hex head In carbon steel and Types 304 and 318 7/8" and heights ranging from 9" to 33-117', 3 HUCQ210.2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 ME05, ME07 series hangers Top flange hangers available In widths ranging from 5-1/4" to 6- 4 THGB2, THGeS, THGBH2, THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7' 5 THG02SDS3, THG03SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4.9DS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1.9118" to 5- a THGW3.3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete IM" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/1 &' and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318"td 71W'. FL#114MR5 FL#13904-R5 27 RR Ridge rafter connector 28 WP sates hangers Top flange hangers available in widths ranging from 1.9/16" W 7• Sea # Product Modal. Number or Norma Product Description Sea x Product Modal. Number or Nama Product Description FL*16230 RB 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3,62-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHOG. CCTQM3.82-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQMS.50.SDSG, CCCON13.82SDSG; COCQM4.e2-SDSG, San ff Product Model Number or Name Product Description 3 H16, HISS, H18.2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HEi A20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G4KT. ECCLQM4.62G•KT. ECCLOM5.50G-KT, ECCLLQMI73.62G•KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor ECCL1_QMD4.62G-KT, ECCLLOMD6.50G-KT, ECCLRQND3.e2G-KT, ECCLRQMD4.62G- 3 SET-XP SET.XP High -Strength Epoxy Adhesive for masonry Product Modal. Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors 5OG-KT KT, ECCLRQMD5. 4 Strong -Bolt 2 (ST82) Strong•BoR 2 Wedge Anchor for masonry 1 ABA44: ASA44R, ASA46, ABA46R, ABA66; 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 Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (THD•H4SS, THD-HBSS, THD-CS6SS) Tiben 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor lbr concrete available in 304 2 ABU44, ABU44R, ABU46, ABU40R. ABU55. ABUB-6, ASU85, ABU66, ABU661R, ASU88, Adjustable Post Base 8 LGT2, LGT3.SD52.5, LGT4-SD83 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26 4, LGUM28.2, LGUM28.3, LGUM28.4. LGUM2104 ABUBSR, ABUIOIO, ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210.4, LGUM48, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ASW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.12/9.25, MSHA3.12l11.25, M13HA3.560.25, MBHA3.5619.25, MBHA3.58/11.25 MSHA3.66111.88, MBHA3.56N 4, MBHA3.56/18, MBHA3.56118, MSHA5-5017.25, Masonry Top Flange Beam Hangers 7 Titen Turbo countersunk head. Then Turbo Screw Anchor for U) 4 AC4, A04R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM80 Strap Tie for Masonry (TNT) concrete or masonry 6 BC4, BC46, BC4R, BCB, BCBR. BCB, 8CS2-2/4, BCS2-318 Post Cap 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111.25, MBHA&5O/11.88. MSHA5.50/I4, MBHA5.50/16, 6 C1344, 064e, C848, CB88, CBS8 Embedded Column Base M13HA5.50118 ICU 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ8e-SDS2, CBSQ88-SDS2 Embedded Column Base a M13HU3.58/9.25, MBHU3.56A1,25, MBHU3,5&I1,88, MBHU3.56114, MBHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Serbs Boned column caps with Wi ranging from 3.114" to 9.1YC and FL#11498-R5 MBHU3.66/1S. MBHU5.5019.25, MBHU6 50111.26, MBHU5.50111.88, MBHU5.60/14, MSHU5 50/16, MBHUS-50118 -J" Pro Number or Name Product Description O 9 CCQ-SD82.5, ECCQ-SDS2:5 Series W2 ranging from 3.518" to 7-1/2" Screwed column caps with W1 ranging from 3.1 /4" to 9.1/2" and alit" Product Model. Number or Name Product Descrintlpn 1 ((gjotlel. X349101 SSK, Xi SI016, X1 BI 016.4K, XQt S1016, XQ181018.4K #10-18 Strong -Drive X Metal SeIF-Drilling, Tapping Screws with #3 �.,. W2 ranging from 3.5/8" to 7.112" 1 DTT1Z Dock Tension Tie Drill Point 10 CPT44Z, CPTe6Z, OPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FLIAI3975-R6 2 XL0114Tf 224, XLQ114S1224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping /"1 11 EPB44A, EPB44, EPB4e, EPBW Embedded Post Base 3 HD3B, HD5B, HD7B, HDRE Bolted Holdowns Tension Ties Sed R Product Model. Number or Name Product Dwriotlon 3 XMQ114SI224, XM01 14DI 224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 12 13 EPS47 LC844, LC688 Embedded Post Base Embedded Column Base 4 5 HTT4. HITS, 14TT5-3/4 LTT18, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SOW22436, SDW22458, SDW22500, SDW12800, SDVV22836: Strong -Dries SOW EWP-PLY and TRUSS -PLY Screws Topping Screws with #5 Drill Point and Medium Diameter Hex PP 9 Tapping 14 LPC4Z, LPCBZ Light Post Cap SDW22834 4 X01I4S1224, XQ114131224-2.5K, X114S1224, XQ1I 2SI2241 XQ112B1224-2K #12-24 Strong -Drive X Mortal Self -Drilling, Screws with 06 15 MP644Z, MPSW, MPS88Z Moment Post Base 2 SDWO15450: SDWC15S00 SDWHI98OODB, SDWH1980008, SDWHIGIOOODB Strong -Drive SDWC TRUSS Screw Strong SOWH TIMBER-HEXSorew 5 XU34S1016, XU34B10165K Drill Point #10-10 Strong-Dnve XU Mewl Self -Drilling. Tapping Screws with 16 PB44, PB44R, PM, PM, PB66R Embedded Post Base FL#13626-1115 3 SDWHI9300D8, SDWH19400DS. -Drive 17 PBS44A, PBS46, PBS68 Embedded Post Base 4 SDWH27400G, SOWH278DOG: SOWH27800G, SOWH2710ODG, SDWH771200G Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point I8 PBV6, PSV10 Round Post Base Soa # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312. SDWS16400 Strong -Drive SOWS FRAMING Screw O 19 PC44-18, PC48-18, RC48-15: PC64-16, PUSS-16. EPC44-16, EPC46-10, EPC48-18, Post Cap 1 SB5/8x24, SB7/8x24, SB1x30 SBAnchor Bolts 0 SDWS19800, SOWS1971Z SDWS22400,SDWS22500:SDWS22512, SDWS22600, Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC84AO. EPC68.16 2 SSTB16, SST820, SST824, SST828, SSTB34, SST536. SST816L, SST820L, SSTB24L, SSTB281. SSTs Anchor Bolts 7 SDWS22800, SOWS22900, SMAG221000, SOWS221100, SDWS221200, SOWS221500 SDWS2230000, SDWS2240000, SDWS2250ODB: SDWS22DOODB, SDWS228CODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) FLWW320-RO 20 PC4Z, PC4R2, PCSZ, PCSRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC84 Post Cap EPCBRZ SDWS22100008 JW Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44 SZ Post Base 8 SDWS22312OBB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5: DSSCS46, DSSCB48, DSHS Bypass Framing Drift Strut Connector W wrn� 22 RPBZ Ratroflt Post Base FLM3872-R4 9 SDWS2730OSS, SDWS274OOSS, SOWS2750OSS, SDWS27800SS. SOWS2780OSS, Strang -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Ftced-Clip Connector SOWS27100QSS, SDWS2712OOSS 3 FPHSD34S1018, FPHSD34B1018, FPHS03481018-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSO Framing4o-CFS Self- agg-(I Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B72I45K Drilling, Tapping Screws CIO FL#10686-R5 1 CMST12, CMST14, CMSTC16, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 L.SFC225, LSF04.25, LSFC6.25, SFC225, SFC4.25, SFC6.25 Steel Framing Connector M 2 HRSB, HRS8, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36., Straps 97 mil (12.ga) 6 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, S506.25, MSSC2.26, MSSC4,25; MSSC6.25, Steel Stud Connectors Aul Product Model. Numberor Name Product Description MSTI48, MST160, MSTI72, SIMST27, S/MST37, SIMST48 MSSC4.25KW, MSSC6.25KW RCKW38_ RCKW5.5S Rigid Knee Wall Connector 1 FJA. FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTAI5, MSTAIS, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SC843.5, SCB45.5, S0647.5, SC849.5, SC5411,5, MSC845.5, MSC847.5 Bypass Framing Slide -Clip Connector 3 GH48-6. 01,148-8, GH48.6, GH48-8, GH410.6, GH410-8, GH6e-8, GH86.8, GHe8.6, CHO$- Girder Harper 5 LSTA.9, LSTA12, LSTA16. LSTAI8, LSTA21 LSTA24, ST292, ST2122, ST2115. ST2216 Straps 33 mil (20 ga) 12" Product Model. Number oLName Product Description 8 9 SCS32.5/97. SCS62-5/97, SCS62-5f118, SCS82-51118 SCW3.25, SCW5.5 Bypass Framing Connector Head Slide Connector 8, GH810-6, GH810.8 6 LSUSH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS IS. AS 18S5, AS 1880 18 ga, Truss Plates -of -Wall -Clip 4 GLBSA, GLB58, GLB5C, GLBGD, GLB7A, GL87B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 Oa. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors L 5 GLST512, GSLT812, GLBT516, GSLT816, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.51a Bypass Framing Slide -Clip Strut Connector `w 6 HGLBA, HGLBa HGI-BC, HGLSD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215. ST6224, STU, STIZ ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws W 7 HOT-2, HOT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, M236 Straps 68 mil (14 go) 8 UFP1OSDS3 Universal Foundation Plate 11 MTS12, MTSIB, MTSI$. MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1018, X01 B1018-4K, XQ1 S1214, XQ161214.3.5K, X078SI224, X07861224-3K, #10-18, #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIBI.56, SIBI.81, SIB2.06, SIBZ$7, 8/82.58, &B2.88, S/83.12, SIB3.56, S/83.62, S184,06, Top Flange Joist Hangers FL#15730-R4 X01I4S1224, XQ1I4B1224.2.5K, XQI 12$1224, XQI I261224-2K, X34B1016-SK, X1 S1010, X1B1016.4K, XiS1214, X181214.3 5K Tapping Screws Q S(84,12, SIB4.28, SIB4.75, SW,60 W Z 13 SIBA2.12I8, SBA2.12/10, SIBA2.12112, SIBA2.121114, SIBA4.18/8, SIBA4.18110. Top Flange Joist Hangers Product Modal. Number or Nama Product Description J SIBA4.18/12, SIBA4.18)14 1 ET -HP Adhesive Anchor for concrete Z 14 S/1­11A Hurricane Tie 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, COPS, GW-SO, GW-76, GW-100, GTH Gas -actuated fasteners end assemblies Q 15 S/H06S, SIHO88, SMD10S: SIHDIOB, S/HD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners: threaded studs, and assemblies J 16 SvHDU4, SRHDU6, S1HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 a 17 SQCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 1.3 MIAM�LIt4DE r DADECOUNIY PRODUC"TCONTROL SECTION 11905 Sw26 Street, Roo® 208 DEPARTMElITTOF REG ULATOR1t'ANDECONOMIC RESOURCES4RERy Mme FIon a 33175-2474 SOJUMAND CODE ADIWMTRA IONDTM'ISRDN TC.96)315-2590 FC75C315-2599 NOTICE OF ACCEPTANCE(NOA) tr�rxxaenunidadaeevteceawus PGT industries, Inc. 1070 TechnoloLy Dvive, North Venice, FL 34275 SCOPE: This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by NiiaauDade County RER -Product Control Section to be used m &frami Dade County and other areas what allowed by the Authority Having 7uri"khoa (}lam. This NOA shall not be valid after the expu*ion date statedbelow. The Miami -Dade County Product Control. Sectk (In N iami Dade County) andior the AM (in areas other than Miami Dade Cbu sty) res erne the right to h acre this product or material tested four quality awuraucepunxses. If this product or material fails to petformin The .accepted manner, themau&ctuerwill incurtheexpense ofn htestingandtheAlUmayiahmediatelyrtyoke,modify.or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined byNami-Dade CountyProduct Control Section tlhat this psodact ormAerial fails to meet the requiuments of the applicable building code. This product is approtvil as de=ibed besein and has been designed to comply with the. Florida Building Code. including the High Velocity Hurricane Zone, DESC:R%PTiCiIti: Series "55701.1770" Vinyl SNIng Gla ss Door (Reinforced) w/wo 900 & 13.0 corners-L.M.I. APPROVAL DOC[1hi1 NT: Drawing No . ,MD-$5704 lief' B, titled "Vinyl Sliding Glass Door NOA (LK% deers 1 through 21 of 21. preparedby manufacturer., dated 10-105.4 5 and last revised on 02 O 1121. signed and staled by A. Lynn 1Miller, P_E_. bearing the Miami -Dade CountyProduct Control Re%ision stamp with the Notice of Acceptance number and expiration date by the Mani -Dade County Product Control Section. MISSIIX LWACT RATLNG: Large and Small lllissile Impact Reiistatnt Limitations: 1. See table 1 (sheet2) and table 2 (sheet §) for applicable SGi) unit sum, design presstses, zeinforcements. types. glass types, silt riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 duu 16- 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requitemeas. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official LABELING: Each unit shall bear a pemunient label with the mannfactur>er's name or logo, city. state and series and following sinu m ut ' Miami -Dade County Product Control Aprprowd", noted herein. RENEWAL of this NOA shall be caul deredafter a renetW application has been filed and these has been no change in The applicable building code negai i-,rety affecting the performance of this product. TER'NW ATION of this NOA w & occv r alter the expirethou date or if these has been a resistor or change in the .materials, use, an&'or manuficture ofthe product or process. ll+fis-use of this NOA as an endorsement of any product, for sales. advertising or any otberpunposes shall automatic allyterminate this NOA. Failure to conip lywith any section ofthis NOA. shaft be cause for terminaion and rensoval ofNOA- ADVERTCsE-'�'I NT: The NOA number preceded by the words luframi Dade Couzuy_ Florida. and followed by the expiration date maybe displayedinadvertising hteratuute. If anypostionof the NOAis displayed. then it shall be done in its entirety. LNSPECTION:Acopyofthis entire NOA :shallbepro-,i edtotheuuserbyihematu&ctureroritsdisttulxttorsand shall be available for inspection at theaob site at The request of the Building Official. This NOA revises & renews NOA H20--0429.05 and consists of thispage 1 and evidence pages E- 1. E-2. E-3, E-4, E-5 & E-6 as well as approval document mentioned abme. The svbnutted documentation was reviewed by Ishaq L Clbatnda, PE. i UA No. it 14, 026 CINIAMFGA� fit' Expiration Dater April 2026 l" 1'04r1�+. Approval Datt:March 25,1021 Paat 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SLB11ITTED 2. Evidence Submitted under pmrious subadttal A. DRA "TNI GS 1. Drawing No. AID-5570.0 Rer B. titled "Vinyl Sliding Glass Door NOA (I.M)', sheets 1 through 21 of 21, prepared by manufacturer. dated 10,105/15 and last revised on 04f22.120, signed and sealed by A_ Lynn Miller, P.E. B. TESTS L Test reports on: 1) Air Infitlation. Test, per FBC, TAS 202-94 2) Uniform Static .Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Plessure Loadingper FBC, TAS 203-94 along with marked -rap drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsti 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.. FTL-7897, PGT P%75520 PVC Fixed Window (unit 6 in proposal). dated 09,103/ 14 FTL-20-2107.1, PGT SGD780 Airimimitm. Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in. proposal) FTL-20- 21073, PGT PW7620A Aluminium Fined Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A .Aluminum Fixed Windrow (unit 10 in proposal) dated 07113/20, an signed and .sealed by Idalmis Ortega. P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 7n' Edition. (2020), dated 04 22120, prepared by manufactshrer. signed and sealed by Anthony Lynn hfiller, RE. 2. Glazing complies with ASTM E 1300-04, -09, -12 and -16. D. QUALITYASSURANCE Miami -Dade Dep z tmemt of Regulatory .and Economic Resources (RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No.19-0.10-4.02 issued to Kur rrax America, Inc. for their "TrosliblZ Ultraclear. Clear, and Colter PVB Glass Interia rerc. expiring on 07/08124. 2. Notice of Acceptance No.17-0903.02 issued toKuramy America, Inc. fortheir "Sentrt Ghst (Clear and Wbte) Glass Interl ym-s expi-f mg on 07?'04J23. 3_ Notice of Acceptance No. 18-1106.10 issued to'Vision Extrumons Limited for their Brown Coated (Painted or Laminated) Alke Rigid PVC Exterior Extrusions for Windows and Door", expiring, on 09130424, 4. Notice of Acceptance No.19-1106.I1 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades ( pion-' like) Rigid Cellular PVC Exterior Extrusions for'%rmdows and Doors". expiring on 121129121. , Ishagl. Chands, P.E. Product Control Unit Soptrrizor NOA Na. 21-0205.03 Expiration Date: April14,2026 Approval Date. March 25, 2021 E -4 PGT Industries, Inc. NOT"ICIE OF ACCEPTANCE: EVIDENCE SITB.IMUTED 1. Evidence submitted trader precious NOA A. DRA'"'NTGS 1. N anuiacturees die drawings and sections. (Submilred under.VO.4X& 11-0107 04) 2_ Drawing Na.-5570.0, titled Ar wyl Sliding Glass Door NOA (LW. sllu-its 1 through 21 of 21. prepared by manuf actuivr, dated 10/05,115, with revision A dated 04105/17, signed and sealed by A- Lynn MAer, P.E. B. TESTS 1 _ Test repast on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact. Test per FBC_ TAS 201-94 3) Cyclic Wind Passing Loading per FBC. TAS 203-94 along with niarked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 9717, dated 12107115, signed and sealed by Idalmis Ortega. P_ E. (rest report mrisied on 02r15A 6 and 02 2,V16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 2(P-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Reece Test, per FBC. TAS 202-94_ 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC, TAS 202-M along with marked -up drawings and installation diagram ofvmyl sliding glass door" prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 11546. dated 11,'' &IS, signed and sealed by Idalmis Ortega, P. E. (rest report rev. sed on 01 V16 and 02f11, 2016) 3, Test report on 1) Air Infiltration Test, per FBC. TAS -n'2-94 2) Uniform Statics Air Pressure Test. per FBC, TAS 202-94 3)Water R,esigallce Test,. per FBC, TAS 202-94 4) Large Missiile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 t) Forced Entry Test, per FBC, TAS 202-94 along with marked-W drawings and installation. diagram ofvinyl sliding glass dour, prepared by Fenestration Testing Lab, Inc., Test Report Nor_ FTL 8_'�47. dated 121"04/15, signed .and sealed by Idalmis Ortega, P. E. (Test report revised on 02115116) 4. Test report on 1) Airintiltraticnl Test. per FBC, TAS 202-94 Uniform Static Air Pressure Test: per FBC, TAS 202-94 3) Water Resistance 'Test, per FBC, TAS 202-94 4) Large Missile ImW Test per FBC, TAS 201-94 5) Cyclic Wind Pre:smr Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram ofvirlyl sliding glass donor, Prop by Fenestration Testing. Lab, Inc., Test Reeport No. FTL 8-18. dated 12104115, signed and sealed by Idalmis Ortega, P. E. ("Pest report revised on 01,04;16 and 02r11116). Ishaq I, Chnada, P,E. Product Control twit Supervisor NOA No. 21-0205.03 Expiration Datet April 14, 2026 Approval hate: March 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENICE SUBMITTED E. NIATERLAL CERTMCATIONS (continue) 5. Qilanex Part Super Snpacer atandard complying with ASTNI C518 Thermal Conductivity 0-981 BTU I hr.-it-T. ASTM F 1249 WVIR Pass, ASTM D3985 Oxyget7-Pass; ASTM E 2190 I.G_ Durability -No Fog -Pass. (Submtitled cruder pre lens NIO! 4 X o.15- 409 05) 6. Quanex Part Duraseal complying with ASTNI C518 Thmml Conductivity 2.22 BTCl4 1' hr_-ft=-°F, ASTM F 1249 'C7iVTR-Pass. ASTM D 1434 Argon Pen uce-Pass. ASTM E 2189 I.G_ Durability -No Fog, ASIM E 546 Dew Point Development -20°F in 48 hrs. (Subott&d under )V0AJNo. I5-040P.05j. 7_ Vision Extrusions, Ltd. Parts conplying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl. Chloride (PVC) Exterior Profiles for Vision Exh sionz, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Catifcation Program. (Subrrrwed nnde^r.V0A No.15- 04n9.05) 8. Vision ExML4ons, Ltd_ Pants complying with PVC-AAMA 303-13_ (Subvi died nRde*r.Y 0A Xo.15—#46 ! OS) 9., PVC AAMA. 303-13, Voluntary Specification fear Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Ddrusions, Ltd.-VEX-1 by AAMA Fenestration 'Exterior Profile Certification. Program- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Ian 3040 & light shade (non -white) Uldte Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 0VW,21. 11. Notice of Acceptance No. 18-0122.02 issued to E;nergi Fenestration Solution, USA.. Inc. for their series "White Rigid PVC Exterior Extrusions for Windows and Doors', expiring on 0129123. 1?. Notice cif Acceptance No_ 20-020-1.03 issued to Energi Fenestration Solution, USA. Inc- for their "Bronze &light shade cap coated U'lrite Rigid PVC Exterior Extrusions for Windows and Door", expiring, on 04,116.125. F. STATEA•lE1V'TS 1. Statment letter of conformance to FBC: 74 Edition (2020). dated 04,27,20. issued by mauufactsrt€r., signed and sealed by Anthony Lynn Miller, PE. 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated ".18t20, signed and sealed by Anthony Lytia Afilkr, P.E. 3. Private Labeling. Agleenlent document between PGT, dated 033(V15 and steed by all involved parties, G. OTHERS I_ This NOA revises NOA# 17-0420.06 (PVT uw/CGI) and updates to FBC2020 (76 Edition), expiring 04121,{21- 2_ RER Test proposals #19-1155 dated 0140/20 approved by Ishaq I. Chanda, P-E, expiring 04�'14121. � Ishaq L Chasda, P.E. Product Control Unit Supervisor IN'CiA NO. 1-020s.03 Expiration Date: April 14,2016 Approval Date, March .:, 2021 E -5 PGT Iudustries. Inc. NOTICE OF A.CC.'EPTANCE: EVIDENCE SUIB.MrfTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressatue Loadingper FBC, TAS 203-94 6 Enced Entry Test, per FBC. TAS 202-94 along with masked -rap drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab_ Inc., Test Report No. FTL 8549, dated 11, 0 35, signed and sealed by Idalmis Ortega, P. E. (Pest repoit revised on 12/04115 and 02A 1116) 6_ Test report on 1) AirInfiltratwn Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile. Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked -up drawings and installklion diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 9552, dated 12104115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 0 ,115,2916) 7_ Test report (kl1 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS :201-94 3) Cyclic Wind Pressnrr Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lair. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated i l i 19110, signed and sealed by Jorge A- Canso, P. E_ (Submi and tinder INN 1Xv.11- 0107 4) 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Unifoxui Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test: per FBC, TAS 202-94_ 4) Large Missile impact Test per FBC, TAS 201-94 5) Cyclic Wired Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with masked-W drawings and mstalWion dial of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Test Report No_FTL 6337 (samples A-1 thru A-5), dated 12,06,/10, signed and smied by Jorge A- Cau.so. P. E. (Submhye d cruder :V+ A Ala. 11- 01070P) C. CAL(:TT .ATIONS L Anchor verification calculations and structural analysis, complying with FBC-2.014, prepared by PGT, dated 110945and last revised on 02,115,116, sighed and sealed by Anthonyl- Miller, P.E. (Substified tinder jVO4 Xv.15-1210.01). 2. Glazing dies with AST IE-1300-09_ IshagL Chands, F.E. Product Control Utrit Supervisor NOA No.:2-02QS.03 Expiration Dater Apriil 14, 2026 Approval Dates March .6, 2021 PGT Industries, Inc. aI . M W-MAK41_._ -0. 5W i t . -- tt.. 4 !a 3. New Evidence Submitted A. DRANNINGS L .Drawing No. AID-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA aW, sheets 1 through 21 of 21, prepared by manufacturer. dated 10,05115 and last revised on 021C11,21. signed and sealed by A. Lynn Miller, P.E. Note: This revision consists replacement of same existing installation scow with flat head_ B. 'TESTS 1. Nome. C. CALCULATIONS 1_ Nome_. D. Q1TALTTY A SSURXNCE 1. Miami -Dade Dep"artsnent of Regulatory and Economic Resoi,Irces (RER). E, MATERIAL CERTIFICATIONS 1_ Notice of Acceptance No.1.9-0305.02 issued toKuraray America, Inc. fortheir "Trosiloig, Ultraclear, Clear, and Color PVB Glass Interlayers°, expiring on 07/08124. 2. Notice of Acceptance No.17-0808,02 issued toKurara} America, Inc. for their "SeutTTGhvZ (Clear and Mute) Glass Int+erlx eis", expiring on 07/04-123. 3. Notice of Acceptance No.18-1106.10 issued to Vision Fattxmsioms Limited for their "Brown Coasted (Painted or Laminated) Millie Rigid PVC Exterior Esh-miolas for W, indows and Doors"', expiring on 091301124. 4_ Notice of Acceptance No.19-1106.11 issmed to Vision Extrusions Limited for their series "VE 1000 Tan 202 and fighter shades (Non-'li7riite) Rigid Cellular PVC Exterior Extrusions for Windows and Doors-. eq* ing on 12129121. F. STATEh1 EN -I S 1_ Statement letter of conformance to FBC 71 Ediden (2020), dated 02101,'21, issued by manufacturer. signed and sealed by Anthony Lynn Miller, P.E. 2_ Private Labeling Agreement dated 03110&21 between PGT ludush*s. Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruask, P.E., V.P. Engineering. on behalf of both compares. G. OTHERS I_ This NOA revises & renews N0 20-0429.0. (PLA wiCGI), expiring 04114.i26. 2. The ctttrezit associated PLA CGI file #21-0205.01, expiring 04/14,26. E -6 15. t- 7 (, 1A 'r ") L. Ishaq E Chands, P.E. Product Cootral Unlit Supervisor ?b'.OA No, 21-0109.03 Expiration Dad*: April 14,1026 Approval Date: March SR 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSLT&4, CE 1 _ Miami Dade Department of Regulatory and Economic Resources (R ER)_ E. MATERLAL CERTIFICATIONS 1. Notice of AcceptanceNo.15-0529.14 issued to Vision Extras m Limited for their -White Rigid PVC Exterior Extrusions for NUndows and Doors'", dated 08/13i15. expiring on 09/30A9. 2. Notice of Acceptance No. 16-0920,08 .issued to Vision Extrusion Limited fortheir 'YE 1000 Tan 202 and fighter Shades on -White) Rigid PVC Exterior Extrusions for '"7tndows and Doors", dated 1210836, expiring on 12.129.,21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "'Brawn Coated (Painted or Laminated) C like Rigid PVC Exterior Extrusions for W-utrdows and Door", dated 08A3115, expiring on 09,13019_ 4.. Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "T A N3040 and Lighter Shades ( ou-Wi ite) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04.104021. 5. Notice of Acceptance No-16-0712.0-4 issued to ENERGI Fenestration Solutions USA. Inc. for their `Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior Extrusions for i iwdows and Doors" dated 0911516, expiring on 04.+16120. 6. Notice of Acceptance. No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. fcx their " N%li to Rigid PVC Exterior Extrusions for Windows and Doors' dated 0911017, tea,,pising on 02128118. 7. Test reports No(s). I©-+C10-492(A), 10-06-MO527. 535753-09. per ASTNE-84, A;STNM 1929 and ASTU D-635. issued by EXOVA to Vision Extrusion for cellulosic composite materia . (Submritled under :tirOA.Mo.11-0107041 8- Notice ofAcceptance No. 14-0916. 11 issued to Kiwmay America.. Inc_ for their "Sentr yGfast (Clear and Alike) Interlaayer'. excpihing on OT04/18. 9_ Notice of Acceptance No.16-1117.01 issued to Kurway America: Inc. for their "Trosdol<t, Ultraclear. Clear and Color PVB Interfay-er f'. expiring on 07,108119. F. ST A.TE--N[ENTS 1. Statement letter of conformance with FBC-5* Edition (2014) and FB C-61ki` Edition (201°7), issued by manufacturer. dated 0811417, signed & sealed by Lynn Miller, P.E_ 2- Statement letter of 'no financial interest, dated "I issued by tl3ariufacturer, signed & sealed by Lynn Miller, P.E_ 3. Letter of lab compliance, part of the above test reports. 4. RER. Test Proposal No.17-0387. dated 05/05/17, signed by Ishaq Coda. P.E.. G. OTHER 1. Notice of Acceptance No.15-1?10.01, issued to PGT Industries, for -their Series 5570/2770'" Vinci Sliding Glass Door (Reinforvred)-L.M.L", expiring on 04/114121. 1-3 7 Isikaq.L t iasda, P E. Product Control Unit Supervisor NOA No. 21-4205.03 Expiration Data: April 14, 2016 Approva l Date: h3arch 1;, 2021 i to N O U O C O tL O C 0- C6 'L7 �- .� U U) cc 0 cis rn N 0 C Co O CU LL O .Cn C 0 O L _C F— � m 402 C ._ Cl)C✓) <C CI N a 04 o Y LA-1 CL o M N co o ac m c CV t ,y o �o y m c.c ai E .- c 3 c� m c a CE c � !? o d � 0 Cn L� CD E CU > O CL O lL Q � U O s~ CD CU m < CL CU w z .._.1 z Q J a SHEET N0. PA 1A. March 6, 2023 QD CO (D V � MIAMI•aADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION Cast USA, LLC L cp 0 C) Cast -Crete USA, LLC Cast -Crete USA, LLC -Crete .a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 �I� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U N Z., C CU CUNOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economyCO (D.Q Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = � L- 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C �' 0O — LL Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of Co C — �- CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast "'Lintel 1 3 by 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " � CU O > — 0 SCOPE: -Crete 4", 6" & 12 Safe Load Tables", sheets through oJ3, prepared LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I Lintel Safe Load Tables ", sheets I through 3 of 3, last revision dated 06112114, all (D N 0 This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. PP g 8 g Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. - p �- L W � .CU Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and seated by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on F— W G� Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on•flexural testing on 4", 6" & 12 "' Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared 1 None• C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and • 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.201 through 14136, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke fy p p JD. C. CALCULATIONS QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cart -Crete Quality System Manual far Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS Z date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS B. TESTS I LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1 None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONSI. 1 None.D. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section. of this. NOA shall be cause for termination and removal of NOA. D. UALITY ASSURANCE Q E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA., Inc., dated 08108117, signed & sealed b Craig Parrino, P.E. g y g N o o This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M. elm A. Makar, P.E., M.S. y� elm A. Makar, P.E., M.S. y ' ' Q o The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor 1J7j� NOA No. 20.0630.15 NOA No. 20.0630.15 NOA No. 20-0630.I5 NOA No. 20-0630.15 2E o o M1 �MD COW Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 o ©8 J2o J Zd Z 6 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 0820/2020 ac °7 j Pagel E-1 E-2 E-3 E "" c o ¢ 3 y asi ca cu � O T N d C E !6 O � V O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. TESTS V B. TESTS B. 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic. Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -*--a 1. None. 1. None. =3 (1) F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. .....� co 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06/11/20, signed &sealed by Craig Parrino, P.E. I. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4", 6"& 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �� V revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. _0 B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Q E. MATERIAL CERTIFICATIONS 1. None. F. OTHER L 1. Article of Conversion for a name change.CU O w � Z e my A. Makar, P.E., M.S. Cl Helmy A. Makar, P.E., M.S. J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.1.5 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q J Approval Date: 08/20/2020 Approval Date: 08/20/2020 n- E_4 E-5 SHEET NO. March 6, 2023 PA 1.5 T 7 rE—00 P.1LOD11GT.&VAL.TTATION REPOH'�O. 2n.o72B.nt 2 PRnDI=EVAI VIA 3 INc- IN TILLIT TESTO & ENGINEERING COMPANY 2,2. TES REPORTS; B. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: - - -- -.1. _ -__._ WATTRR A. nLLM JR., P.B. eiltewboal.corn Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on PL. P.B. W.- N:n. 44IA7 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing 7L CA iJ. W, WW, I9 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, inc., Reports # 96.689 dated 08/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and seated by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONUITIONIS,4F USE: REPORT NO.: 20.0720.01 0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by CIC Metallurgical, Inc„ dated Mardi 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (RE.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT BUB-CATEGORY: Storm Panels L& STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global PrDe.Otlnn Lit:. length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and Emduda 4800 S.W. 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03/12/16, signed and sealed by Walter A. Tillit, Jr., P. E. wood frame sVuctures Davis, Florida33314 1. PURPOSE OF EVALUATION 3. MISSILE IMPACTS RESISTANCE Product Evaluation Report prepared by Welter A. TIM, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 1 D of the Florida Department of Business and WIND LOADS R�SI3TANCE: 1111NnIlll„u," p: 71W1, Profssstonai Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Na���P ,�*y�@.•' JCENSF''- �\ This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, a ,;._ _ � o. 44167 g 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 9 p 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, 11, -";',�• . -, y. *'% -''* 0 at least equivalent to that required by the Code. e 14, 15, 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), •-*` 11_1 •,, STATE OF — drawing No. 20.176. f �Jr'•., CORID ,.: '4',, This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION; a,7rs%/ f"ruNnaulTO a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE OMMO; 2.1. PRODUCT EVALUATTONDOCUMENT(P&Q.4: 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 Di1 TTILLTECO AOMON RECORDS I P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC % GAGE GALVANIZED STEEL STORM PANEL1 DRwD41IM1791REPORT 920-oraol Drawing No. 20.178, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawling No. 20-176. sheets 1 thru 28 of 26 prepared by iitteoo, Inc.; signed and sealed by Wetter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part, this Evaluation Report. A. rl ", W1IIIIAIIII IJIrtr,,, ". `sa `1,OLLIE $ra"; .....,,...<</r ��` ;.. 1 +c+Q` r✓,A a�\CENT er_•\CENSF :✓ + 0.. -1 `-* :. - No. 44167 ,,- rev ,74 * * _: : 44167 � j * _- _.__ i-' STATE OFrfI `rOP,IOP `r0R10 ..�e��. .�'T(rJ ,.\�ti�r�b.FS S I 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbuae: (305) 871-1530 -�P9E, r," ,0 � 0. "„rs /UN A 1001>r`' F> 14. �,LECO INc. TILLIT T98TING A ENGINEERING COMPANY _ _ _ _ _._....----- WAGTERA. TILIIT, rx , P.E. PRODUCT EVALUATION REPORT REPORT NO.: 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 Protection Products. LLC 4800 S.W. 51 Street Davis, Florida 33314 tllrpoo( &C1.c0m M.BF I,il N. 4N67 IL•:.A. LNWI. N. 000A119 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. 61020.3, Method 10 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 Code change that may affect its limitations and conditions 2.1. PR EVALUATION DOCUMENT (P-LD.); Drawing No, 20-173, titled •24 GAGE GALVANIZED STEEL STORM PANEL`, sheets 1 thru 18 of 18 prepared by Tllteoo, inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This dray Evaluation Report. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Ph( PROD 1 T •VAE '633MIRE I -ENO 20472701 2 Z.2. TEti7 REPORT Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11 /02 witnessed by William R. 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 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1800.1.2 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. 9CM-198 by CC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grata, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jacwfano, P.E. as per ASTM E-8. 2,TRUCrIBAL 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 Tliteeo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllltt, Jr., P.E. 3, MISSILE IMPACT RESISTANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 6, 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 12-09 Standard. EALA�1, c _ '�'-ems c4�167 �� = 1. 7''Z' � ,c' J Tl; : Tit I 1. Vpoi '`4oFtIZP -" %;.. 'IONAI;I�",N �`� 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 0, MATERIAL CHARACTERSTICS AND SPECIFICAT,IQM 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. 7. WIMITATION$-ANO CONDITIONS OF UR: 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 Tliteco. Inc. and signed and sealed by Waiter 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. 1111t, Jr., P.E. (Florida License No. 44187), President of Tlfteoo. Inc. (Florida CA-0006719). -7 /� . . * WATLL —i i ��T�pp D:1 TILTECO ADMON RECORDS r-P E. REPORT.20 1 GLOBAL PR QN P�OOOCiS, EiHQ.vAM2ED STEEL STORM PANEL Lf)RW(3920.17br REPORT 1920-0727�.E`�,., lI1 ,. i--P N N = � 2 (a _ a) U O _0 C CU -0 L.S. .&.., � Cn N ,0 O 'a .= -0 C c 2— Q N O LIP_ Q ICU > . to 'a E � ". � � C- 4 Z W J ONERAI COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. (� 1/'`'� 1w/+a, 2w/1o, sw/1o, 4w/1o. NOTES: R 3) W SASE 1HAT PREG3T StON[, OR PRECAST CONCIIETE PANELS. STVCCG OII WOOD 6r7AA03 K ip1/NU W THE EXISTING WALE, ANCHORS Stall RE LONG DOLIOM TO REACH THE MAN STRUCTURE 00" SUCH PANELS. e/S 1 STORM PANEL SHOWN ON TAS PRWVCI tVALWTA7N DOCUMENT (PC.0) HAS MEN VERIFIED FOR COMPLIANCE W ANCHORAGE SHALL BE AS MENTIONED W B 1) AND M B.2). -. __ -... _ _ ..... _ _.-. _ - _ tl.lee" (TOOK WIDTM)- -. - - - 1l.Te6- (TOOK WIDTH) - 5W/10. aW/1 i a 7W/11 N ACCORDANCE WITH THE "" In" EDITION) OF TIC FLORIDA BUILDING CODE (C) D L3SM W0D0.LIar..SKQM-GaA'IAD:.rs Ldiwi-- .. - f2-500' (DrECnVE WIDTH) - . _ DESIGN WIND LOADS SHALL BE DEItRMNELI AS PER SECTION 1620 OF THE ABOVE MENT,ONED COCC. - 1//11 TAPCON ANCI,ONs. AS MANUFACTURED ITT 11.W BVIEDEX, ,NC - - - ._ - - __ _ ...-.. . _. 3• YAX . _- ANCHORS. FOR CONCRETE SEE SCHEDULE ON SMITS e A 9 ..... _.. 3' MAX O FORA WINO SPEED AS REQUIRED BY THE JUMSOICTION THESE SHr17RER5 WWl R INSTALLED ANp - /14-10 PANELMATC PEMALE IO AND IAKWMI[ PLUS ANCHORS AS MANUTAMIZED B,• ELCO CONSTRUCTION PRODUCTS ^ , A_ 1 �.A,, 1 T..., - 0.250' - ., `1" YIN.''^- .. rOR WOW SCE SECTIONS OR SHEET'S 10 A II ... -•'I, MEN.- Cat e 1/A - WN[pE _ ... .� FOR A OMECTIONALm FACTOR K0.0.85. USING Asa 7-lB AHp SWELL NOT EXCEED THE MANIMUM (A$.D) - I/e. LAG SCREWS PER N D.s. ; f. T -lip - !•^-1.�Sa• --. 3�0• � - � SOOT ..,- --- DESIGYN PRESSURE RATINGS IND"TED ON SHEETS 7 TEEPLE 12, 14, 15. la, 19 A 20. 7/16'o . !/b' WOOD BUSH 6+C. AS DSTRIBUTCD 9V ALL. POINT SCREW, DOLE k SPEpµTY CO _r_' I � � / �• ., 0.018' YNE SEAM 1, _ ',), 7 a O O - - - - -- _ -_ - - —'- - — N _ M ORDER TO VERILY THE ABOVE OONIBMIRL ULTIMATE DESIGN WIND LOADS DrIERMINED PER AKE 1-10 1-�_ • _ \ � ., � AA m�i L r D.M. 2 3 4 + -. ( --�-- -r--r-_,.-r .. •- - _, -. ."_ -•----r-�---r-,_ .----I ------ --t-, .... _.... ._._T _ .N SMALL BE PIRSTREOUCED TO A.S.O DESIGN WIM) LOADSDY MULTIPLYING THEM By 0.6 W ORDER TO C I MINIMUM MRYJDED PENEtRAtON INTO WORD CN TA/+CON ANCHORS SHALL Bf t t 7' ArID 7' FOR flCp FAr1ELYA7[ PLUS 1 � �.'�RO• 1. L .y{�;�) �/��7.�. I , I f I I , rl , _f W -E:7 ,tap oAKLAALE FEMAL[ ID / 2 /�./ ; 'C7) OA.vAN2FD STEEL EDQ (LOW " THICK'�� /•_ 1 C76 ... 60 GKV M �'^..` 't'' O `/• V! ®• © _7__'. „_ _._._i 7 - 'iF COMPARE nIE.sE W/ YAX Ns01 Of51l7w PRESSURE RATTN05 oip011ED ON SHEETS 7 IT/RU t7, ,4, IS 16, 19 A 70 2657- IXIXgq / 2.61Y ---r-7�� -�"., i.. 7' C.1) YINWNM TMRFrYJEO PENETRATION OE LAG SCREW, oN10 THE 'ROOD IINNE UNIT SHALL BE 1f/1 Na IIIIEADED 1 .�Of TYP A ASW A-S T 2. 2.� / 1 M, i / I OIN fA70ER TO VEW6Y nNT ANC:NpRS DII TIRS P[0. AS 1LSfED WLTi[ NOT OVER STRESSED. A l31L ,NCNEASt W ALLPNABLf VENE7IVHIDN INTO STUCCO SMALL B[ WNSIO[RCD AS PART ,y 1,1E eewRaD TNa[ADED PFNEHMNON. NETOMEU \ GRACE sO MOHOa,M DOAI Aj"DOM DRAT � I I eISTRESS TOR WINO LOADS WAS BQLUSCG W THEIR ANALYySFASTENERS SPACNG f0 WOOD KS TEEN OEnANMNFO INACCORDANCE WITH ND.S. 7018. C 3) YWI4W FOGE DISTA7KC f.K URG SERF W9. W7T1 WORD SHALL Bf A9 nIDKAT[D W I,VS UMWIN1: CODE G-a0 OKV I w[A0[ 5� I 1 i1 I I TT ;; a OSTORM PANEL'S AOEOUACY FOR AMACT A D WIND RESISTANCE INS BEEN V RIFED IN ACCORDANCE WnM SECTOIN 1626 OF . EI _ ... _ _ _ . _ _ . - .8 fi _. _ --t. 1 . .. Ly[TAII A . _ _ . _ ... �p' i I I I i I I I i I I i p to C' � SHALL BE E 11THE ABOVE MENTIONED CODE AS PER HURWAW ENGINE[RMO A TESTING WC. REPORIS 90-569, 96-570 A 96-T30 AND -)'BRAVKXJtO S TION *000 '•, US LNGA)V FOR ALL55/9* T1/4*NO 0-20 SCREWS USED SMµl BE 1 112' TANG MNMUM .3S0' -A250' -. .. l._J. .:.)..l 1-t--' T"•1'- T.. I ! .I ! t . t I • 'C3 m �MOT AS WE L ADN nmNG LAB TAD REPORTT /LORI A /A126 . 02 901-09, TAS. 201 f201. IA AND TAS-20l. Cs) IN CASE MAi NRCCAST STONE. OR PRECA57 CDNCRRC PANELS. STUCCO OR VOoO BOMUS 13E FOIMO GIN THE Dt15fMRG Q STGRM PANEL .. _ .i'iD ISTORM PANEL T�� _ - .. _ T E a to cm Q As wF11 As AAERRGF, TFSi LAB 0/ SWIH rLORRN REPORT /m190,-09 As REEL TAS 201, lAs 207 AND CA 41R'- ! _I... T ! I 1 �. I ; 1 i I to Cm ,r. TAS 703 SEANOAPOS. WALL. ANCHORS SHALL K LONG ENOUGH to REACH THE MAN STRIPCTU RC 9CMING SUCH PANELS I ' i t - I 'n o Ca 2 ALL ALL"" EXTRUSIONS TO K W63-TS ALLOY AND TEMPER. (UNLESS OINEMU NOTED) SO SHEET 2 ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) e C 4) i :-- - -- � i , � � I I d � 7 ALL KIMtlNGM SHEET METAL USED AT CLOSURES NNtI MAN[ J1p5-H 14 ALLOY. '' 1 - .-- ..._.._ I I 1.. i t a) N i (0) ANCHORS SMALL BE INSTALLED FOLLOWING AL Or THE RICOMMINOADONS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER / I.. - 2.IV- QV � I � I � �� � - � � I � I _ I I _ _ y Cu 1 I -] 125• T//IY-70. 1 41-10 .�7^• I I ! i _-_ ! 5 d t 61 ALL STEEL 9HKE7 METAL PANELS SMALL HAVE STM1Cit1RK QUALITY 51T:f1 ASTM •-65J CR,OE SO WN'.AN,W. G-M RW[iS GM LP �• SOOT , W-1 - ', 750• - .IO. IEOEa � ja, , (UNBOLTED PANELS I I I . . I I BOLTED PANELS W/ 1/40-20.1' E r-+ C GALVAa7FD SIECl DESIa/NnON W/1Y. 56.5 lei (AIIFA ROLLED) tl PANELS RAT ALSO t AT REND S CD A,N S L FOLLOWING MFSIAUATXR. DLTAAS SHOWN ON SECTION 3 TNNROUGH 10 (SNEFfS • W/ H6AaKp [OG7 / ' ) .IMP• ' �5U• _ .125• �'.150'^ ' r i I S. Y.$. BUN/ W/ 7 B' . 3 32' C II.RDEIpt 6) EXCEPT TMAi /IEAOCPb @ A Q) YORE NOT R USF.'0 1� It O1 I SS = WAWD R0. aT10 IMETID i 1 S / / r /' .(SEE SECi1gN5 AS i I i WNGNUfS O CA OVERLAP C -5 Q S ALL SCREWS TO Of 5TANLES3 STEEL 304 OR 3T6 AST SIRES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER 9 R SWil BE 1N[ RESP'ON519UT1 tK THE CONTRACTOR 10 vEWFY THE SUUNONCSS Of THE STRUCTURE W/(RF YNITER O lip BE is ` -'- �LUClL _,% L ! , 11,171 ace Ij 1 Oc. 1 (APPLICABLE) f I I 1 s V . UIN 50018 w( 5p lei TElO STIIENGTI ,Nip 90 Fu TENSILE STRENGTH A YWt COMPLY W/ PUMDA OUKOING CODE � � _ \ - . • /,��. }0.09• 3.37!' ,D9TOR .097' ��S• 2,000• 1.'3p0' -._..) 1.S1I6' t_.L I -_I I.. 1 � 1 i � - �1_ . i �. 1. .. i ',i (SEE SECTIONS AS APPLJCABIE) � # W SCL,ION 7.1 3,34 ATTACHED tp e15tIRE PROPER ANC»ORACE THIS SM'.RTER SMALL GAMEY RE ATTACKED to CONCRETE. BLOCK OR WOOD FRAME J/% �`•\'Mr - OD3•1 I ! i 3 N' R1ILDWGS. / ` "L�-[_.f , 1... T �'.1 1 1,,T$ 1 .1 1 ! )_ !._.l l.___�__� i _ d N B SBOIT N BE ASTM A- 7 GALVANIZED STE[L, OR AI51 304 SCARS TIARA [SS STEEL ITTM J9 dell MNWtM ,KJD ,0. EACH RECUUF STORM PANEL WI1N ICNGTNS OVER e'-a tNR0urA1 1J' 4', AS PER SECTIONS e, 9. 9 A TO ANC KTEPeNTNES ew, /J 0150•\��-L_'�,i 2.t25` ORS' R 0.t�:-;. •A 1 i 2 { O[TAL 1 i - 1. ) ,� ( _-.r -.T-_i...-. i 1�. 1 I 1`Z. C 4W T A)CIIOAS TO WALL f+lALl DE AS FOLLOWS STFNANT TO S[CWE PANELS NAnNl7 RESPECTNELY. 5H141 WORE: A LFGMLC AAKI READILY TKM MARKINGa9II I10 AND ALA MINER OR V/ , "E Qom.. ' 3)9 .1E0 • _... -' 125' - E .93e 939 I SBC •- I i I I , 1 I I I , I . • = 44 30 1 I �, r A►PUCABIL •EIMFORCEYCNT gURIHG MRIOb" pF rORRHGWE WARNING. N,I L t { 1 E $EALICAULK A.I WUITER CDAIONENI EOGES WHICH REIANN IN CO"FIVOL6 QWACF WITH I. I,� (A)(O..0)95T9N4.-MIREte.G(1/lC(K(E. t 1 nE RNSTAL,AiION GDNiRA[TCRt IS To I 5 Mo. 1.700 1..5W -N i I I �n A rArcoN ANCHORS As wNUFFtTuep BI IYw BUrwtK, LNL. (u�H rasT9.�1 THE BUXrnNc To Fa[YENr Wow/+ wrwugoN I,SO1IETRIC VIEW DETAIL A _ (r61' I a -W<' L I 1 1 I I i C I 4' ♦ . 7/B" CALM-M ANCHORS. A3 MMWFACnNRE'G BY DEMNLT INC (MIN. r'n- PA.,.) r37 7.000' L I_.__ I 1 Logo + I i !. _. o I /4'1 • 3/4• SOUS-SLT ANGId13, AS 01$TR16UrrD BY ALL POINT SCREW. DOLT A SPFfJAI.1Y C,G 12 p ORM PANCI INSTALLATION SHALL COMPLY WIITH SPECS N ICAUED W IMM DRAWING PLUS AY eU1LDIN0 AND ZONING REGULATIONS ROLMOFD CORNER •CND$ OF PANEL s 01RL R. D.M.,©.14�. 4O- _ -... ._ _ -_�. ��O _-_ , O .I 0 i .. j. O..I .... I ,1 I - i V RDVK7Eo Br THE JpRlsplrnoN wMrRc PERMIT Is APPLIED Eo. O h' HEADER O3 U HEADER 4O �I O ANGLE WITH STUD ® ANGLE WiTH 4 + 6 4 + 6 Dr j (tan N'c.J000 P•nL) END UP W/ MElAYEO EWE. w • wL .I C- - 114-10 PAWLMAIT COME Kt A VANFIMATT PUTS ANCHORS. AS MANUFACTURED BY FEW CONSnQVrTION PRODUCTS 13. (6) THIS PRODUCE CVALUADON DIX:UMENI (PF 0. PREPARED 6'• Tn1S ENGINEER IS GENERIC AND OOEi NOT PROVIDE INFOMtANON (N.T S) O O.(� ®' O (MIN. I'f.3350 P...•.) FOP A Mn SPEGFK VROJ£ct.. M WINL1E nI)t SITE CONDITIONS 01447E FROM THE PE,:) RE'•�� 3• TW% • 1/4. 2/4, 3/4, 4/4, 5/5, 7/5. 3• YAX - 1/4.0 rx TAP -GRIP ANCHOIK. AS MANUFACTURED BT IRV-FAST CORPORATION (f' .3600 9,,) ( - - I VAMES 1' MINT t' MM Sec SET. Iw/1o, 2W/1o, 3w/10, 49r/10, In) CONTRACTOR TO K 1NSPONS,BLF FOR ,»C Y,LERN7N, PtNCMASE AND INSTALLATION WCLULYNG LIEF SKF1Y a THIS PRODUCT B/S A I) MINIMUM EYBLUMCN7 ai TAPCON ANCHORS Nf0 POUND CONCRCR SHALL FA 1 3/4'. 1• NOR PARRMAN. FFMAk BASED ON TAS PAD PIHI HL/S1R DOC3 Not orvAn Mom THE COMDHONs DETAILED ow TM* DDCUNERE f'...1 t/,4 6 2/,4 A A• �7P. TOP � .37/' �. 374' �. 750' SW/+0. eta/11 a 7W/11 O AMU PFWEMALTE PLUS AND 1 I/4- FOR CF TAP-OWP ANCHORS CONSTRUCTION SAFFTY AT SRE IS THE CONTRACTOR'S WESPONSE RM I. -. - .. }9p' pr PANEL TBe•+. . -_ 6 A IN 1/.'0-20, 30. 9tRN4 ON SHIMS A2) CALK -IN A SOLO -SET ANCHORS SMALL RE EMBEDDED ] 9' INTO THE PVUMED CONCRETE NO EMBEDMENT INTO R ._.__I ! f ;- 1 ; .'�\�_t'O• -!'- `iiS STUD INM TEL L ... _.__. OR WOOD _SEE SECTIONS ON SCHEDULE SHIM 10 A 11 �.. .. 70 " 1 ,25'I ANEHORS. FOR CONCRETE SEE / (<) tAs PRODUCE FVA:UNTION DOCUMENT NEL BC CONSIDERED INURES R MODIFIED < AIIRI . ,7 1/Y OC STUCCO SMALL BE PERMITTED 1/4' 0-20 %WtW- USED SHALL BE I 1/7' LONE Mo,IUUN SHOULD STUCCO EXIST. 1.407'1.003- 625•, 3'5' �34.! I �) 1 - 1) 6V' t640' I NO 1' MRaMUY FOR STALLS win, NO STUCCO. Am ANT Sr HRAKU SCREWS OR ALL THREAp[p SCRMS W/O READ. ION SITE SPEC06C 19ROJECTY SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTEEV WwCM WILL BECOME INS I '. - 1 67I. :N WITH TIMING NUTS. ENOMIUR Or RECORD (EAR) FOR THE FNq;CI AND WOO WyE BE RESPONSIBLE FOR THE - t 3. R.ob7• 71 1 i I.sw �L! PROPER USE Or THE PFU. cNenEDR a RECORD. ACTING As A oEtEDATEo ENcaN£a ro 141 B/II,a 1 ' N - �• ' 041 �� •.Do3- I,e{ ,.Q,S• I 750• REGULAR STORM PANELS ,) dE �A1 ELEVATION AJ: W CASE 11N7 PRECAST STORE. PRECAST CONCRETE PANELS. PAVERS. STI/C!'O OR WOOD BOMHDS BE FWND ON TRIP P.C.D ENGINEER, SHALL $UBwi TO 1Nn UTTER THE SITE SPECIFIC DRAWINGS FOR NEIHEW. ITUD -y57•81 1 I }.pBp EXISPNC WALL OR FLOOR. ANCHORS SMALL BE LONG CROUCH TO REAL/ THE MAIN STRUCTURE BEHIND SUCH PANELS 'ANCORKE VAL Of AS MENnpN[D W AI) AND W A.2) (4) THIS P.ED SIML BEN! THE DATE AND ORO,NK SEAL AND SIQNATURE LIF IME PROFESSIONAL Wlfi )) --_ NT.S ENGINEER Of RECORD THAT PREPARED IT \ IW- /' 2.�-(TT'P.) . (tl) 10 LRTMG go,'RTE AXCK_wAy_iy,;,.._t�.D. 7.OW' O KEY HOLE WASHER _I 1/4' a TAPWN ANCHORS AS MANUFACTURED BT I 1 W RNllUETL. INC ,1 YK/REN WWUfAC7URElYs LABEL SMALL BE LOCATED ON A PEATSr VISIBLE LOCATION AT STORM -. p63• ` © "F" TRACK ANGLE ® 3/a" "i" TRACK FLAT PLED 7.e7• T/4• Mo+. GAP PANEL SHnlf1(R W ACCORDANCE WITH SECTION 1709.93 OF FLORW BUILDING CODE. ONE LABEL -' ".`-•"^'`w - I/4' 0 , 7/9' CALK -IN ANCHORS. AS MANUfKTLIM B. OE*AUr INC (MN. t' + 1503 R. •) SHALL. R PLACED FOR EVERT OPENAK. IAK104 TO COMPLY MI SECTION 1709.2 7 01 Two ome (WAIT.) - '-...004' � WITH STUD (IOW O.DaM .I WHDI VALLEY) - 1/4Y a 3/4. 50.0-)SEf ANCHORS, AS DISTRIBUTED BY ALL PONT SCRfIN, 801,T A SPECIALTY CO. rLORMA BUILDING CODE MM ,!' M>rS .344'0 1{111NN114 ..- (MN H'o-11100P.., r I�. I l !,�'PA.nu/t 1,4-•0 PANELAN7E FEAWE ,D AND vANELMATE PLUS ANCHORS. AS YAIUf'A:lURED BY LLCO CONSTRUCTION ,; - -1 Z �__- P11g7UCrs (MITI Pc.2071 1N N j ....._ ._-.— /N' P OF TAP -GRIP ANCHORS, AS MANUfACTLNRFO B, TIXR-FAST CORPpRAnON ER A. 7/ 3) -o c y .438'9 .075Y I' ° 5�.' vGEN1�e:': t 4• ` --. -. '-- NN F GALVANIZED _ n115 DRAWNNE SHALL OH,Lv USED TO 111T/1 DBTAM FERMIS M IRE STATE OF Fl.OR91A -7 1 ..... B.I) MINNOW EMDLDMCIfR rA TMCON ANCNDWS. ELCA PANf1MATFS AND CF TAP -GRIP ANCHOR, INt'fl THE t C .. FLORIDA BUILDING CODE NI h VelocityMR, Ong zany —� 375' �-- '^,,-•r- I /) No. 44167 GAP - rE.� A r/j,,7� VA W '-I--"'" i *'. * '• * FLORIDA BUILDING CODE NI h Veloci Numcone Zone �� !.� 3L EN T FLORIDA BUILDING CODE N h Velocity Nurrleano, Zone BLOCK UNIT 3FIAL1 9E 1 1/1'. :' •. • •TOM n1GN7 fir �1,., T- .. 20 GAGE GALVAMED STEEL STORM PANELKS, ... Ti P. 9oDOM 0.21 CALK- IN e SpA-SE7 ANCHORS SHALL BE EMBEDDED 7/e` INTO THE CONGRCTE BLDCIt UNR NaT\�e,ZI�16111A N0.41167 y - . ' ' .0�''' "! - ,i[0 VITRONECKM. a PAREL STATE '°°°O ""a0' R'c 20 GAGE GALVANIZED STEEL STORM PANEL r' mm° rill°°. INC. 20 USE GALVANRED STEEL STORM PANEL to m _ 3`•A' 121- 1e75• �''• GNRu ar : • N 44167 olfeN w INTO STUCCO WWA % PEJRYIMD '/4' 4-70 5CAlwS uSF.p SHN(L BE , , Y LONG M04MV SLro y, ,� _itl /Ra/l0ro LO QF '' ' - / -- GLOBAL PROTECTB]N PRODUCTS LLC D," T KEY HOLE �.c' � -- EXLST, AND 1• MIN14l1N iqR WAI35 IM1N IO STUCCO STA DF / IL EtC lli /fie ,11 .a09S. 5• anfrl --2.oW'- S. ••... ..- S - .-_ ,(y �,y.�_ rRDr Ma ewr: DRc NL ,AT,. 31' .P ALP�NEL F 10 :� /� CLOBAL PROTt:CT10N PRODl1CT5R LLC. 07'.p1° ` Nis. * ATE11�. _ /► GLOBAL PROTECTION PRODUCTS, LLC. ,y'°'° •`0ji 0�`�C T �'� �w-,w,�T1Hr 1� 4ww n no[ taRNR-Rea, rw (O"" N01 20-176 w w MF NI IL E Y O INc. R90D fW. SR fALLT N4 I, ") IL E Y O INC. AARo Sr e, 1nKT , NAND. Pw, w•.,w"" w• r r ® 2 X7"Xt(4 , l-y ..., C`I.W.4 »S,. Y ors. NL mA 20-176 OMwO ,y., KTWNTMY. USE WIND NUT W �•• r�ooa7n / r ww. R4e.a n N oHE faa4)Ea.-7IAe rA: Of•>Ia-1m 20-178 OF ., ORI�`. a. ,r rwr AYepa n X, w NAOAr 49E.)9wThu. nu: lnR)Ew-m7E MI/p1a A LnR . nIK r.. rE ALUMINUM ANGLE roNounrc .rA ER r/ /0p11 G/Nl , : ")iL„1L'AL . a , Do w,-a, �M 6 N. �E, Fs N.❖ . �w -rN.: oAM w,.,A, GRRw" N. 4., _ _ Mur . a a • 7/1 A.3/3Y raga (sRANEss 01-110067t9 w• '^,o $ t.-Ow's .r.w SIM Gn ,e010 PLATED Sn6). C YA/RpM11w(/pJn tWN3n1 A talR w., 0L Y - OAST a a a •7/ of" /DAn wETER A 1Wr A.. P.E sear a r „ INSTALLATION DETAILS FOR REGULAR PANELS(l) Nllt 1CA1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Carom E ANCHORS ON soawM a c:noca ANIPONS SHIQ11 a no1w6H 0) tstE Sc em" ON (la ANCNOB M9t1f • IMplp, 6}_\ _-- {.D -_- COINOIOC ANCHM 0(m[ C POURED lea 1waAc oR cGNcaElE IEGaIm. �:. 4 n (m aoIETKAE a -© wIR1S f HARpIp, f) I „ OlR7MG POVN[D i fltn 6 1R0alw f)� w f.. 1, - _Ma N 1 _ , CONCHES[ AYOLRK6. I ,!7- 1' YN.-- , /2'Wee r .•. ,;T 1/4. :.J , ;... 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ER4RrRW i I To 1 1 I r wWwnwlwa m i �, M7X v • 11 i, ' 'o ; Im w E F a�mui r a I 47 1t� 1-a,nW 1 B�i IOW' i 1 WYna " ;1 1 I �I lH I 1 1 t 1 IN 7 I 7 Or 1' ig ,th rR1 a r . 1� ! 1 ITWKN MUr a FAd ' _..L EL Ir10 FM a [FGI - L y N r ' 1 ;. 1 j{ ijE�s� , (a ; YAx 111. if `TJS19■.'t I ONERI.,P INApA oWRtA 9 HIL ) . I 1 -. II � o�1Fg_II 01 rDIAFP � %212 1 ,9 I or = -) SOt -3• Mo. D.N..®a® Lill.�'� we ]' NET, O' V I I i No OF ll I' YN. . ( Iw i ANC/NOELS' FOR CONGIETE SEE SCHtbulE ON SMELT 6 C. .4.. y.. `:. f? FOR WODD SE{ sECTIONs ON SHEET 12 t 7 = I ED 1 `Y REGULAR STORM PANELS ��LE ELEVATION [D I IT £ T ".Sow 1 I//4'0-2(M3/4• SS. BOLT 'W/ 7/6'.3/32' WINO NUT O 12 1/2- O.C. CONCRETE ANCHORS fur SCHEDULE OR SHOO a) WN a 77NCNCn OR R[ONR66 aLDG SCALE 3111 tom, rQRfi31mMAT1oN Gf ut; E.D. -EDGE txSTMICE (SEE SCHEDULE ON TOP A 907TOM MOUNTINGS CAN IN SHEET 9) COMBINES IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/32•Mt . L--� 1/4' MAX. 'EDP ',. __ I I (MM 04" 1 a/nr VAUEY) (� -4 ANCHORS � _ _..... _ > (iQ scHEII ON ,/4 MuCONCRETE BARS I) rO11REG CONE [lE OR �1C� aDC" ,SECTION A -A (1)MJ a[alAftD SCALE 3/32'-V CIO I,_, W CD _(DPWC I ICU U) a - CD U CIO p L_ am U ■ Bay 'a'^^ v) W LU = Z Z Q J a. SHEET N0. SH 1.0 SQ R41CIw 1. 3 a_ a seal 4 arRR Axa4m Te[ 61At " M 3.QTI•• L PMAWD {` amo"iic 7 ': I ; 1 ` I 1 I 1 1 1 I WALL AND FLOOR MOUNTING INSTALLATION FOR HqA�' Ipj�iN 14r0�M .'R SPLIT PANELS -•- tI 4-I -- w... t •w-r i _ ,. _ .,. `. M.UM-r 4-1 i T �• 'L ® • a ,v A"`R�O ., � c 1,• ` r,. � Bona1R , .1 . - -1-i i.. WAuWAIN.1�_ _ -- -- - �'-�•- 12 or WALLi7) N,w slum, a � 1• I > 1 IIM4PPlrJ�,( 1' C • - r• . Iriw M a pWt �r C a/,w bROX .- �. vuXo I ..MIN. EO. "I► nib at0a Yw •N�MIo/r lY SULi: 1 1 1• DETAIL I 4 1 3fic�lAA-A 1 ---- wAar�-Ir�N.N. XVrl - • / 11•~ a :ass Ma.. - A 7., 17Nw _ +MYw • Pn wWNr 4N Nw 6100 \� / I taROO m ,Nt fTTI 1 I _..11/• 1 I jLX /iYl i r 0.0 YID�� nuftPORrAINr.MN "•'ro�rrr o.,�l RHPp I•II ;. Iw111ri~Nuaftn I OF .row. -noW. lip YAIw. 2 i 2 M-1 a rS r1 17 Al SECTION Y-Y SPLIT STORY IRA* 0"ATIDN 1 wyL fGLE 1/1'-1• it BETA 2 SCALE 1/4-.1• Ir ArNp,•,1 SCALE I/B-l• F,77,9 777' , PX A'avaa•1A& efi101Y..i I/••,7 2 .. 1/1111 N9Y 4K7yElM 11E I M.. MuLtION •MN (R) • REOVMED Is. TUNE MUUM •+ . 4•.Iv Pan . • 0) FirrDrt•��rr MIRII NaTeTw T, ], • + MU . mW,3TL7� « PAMLLLL TO ' %, OI0[Nlm sCTION i PAMIIE tO SCAIL ]/6-1' NOT[: YUtL10N TAN AI,W K MRAMED r/O FOW PANELS ON FOP OR BOTTOM 90 TINS rt q tMAtm AT For OR BOT70M O OP[NRC (ONE PANEL OKMW W/ TUBE TOP a BOTTOM) '"` 1w.. Y'MOOiw•o• rla,ili6, i i/�r Rw I,r IwIMa �1 4 � a, WI 41A1 YI T E � rasarM O'OIIRw .IEI�NPMR= ( 1WALL IWOUNTM UBTALI A TiVE M tan l ,/!' PA �♦w INSTA UATIDN - ALTER NATIVE i W m Sn r alP rWN wR. N 4 MR SCALE' 1/4- + t• RISTLLLATION - LLTERNATPlE 2W SCKE- 1/O. 0 NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A$.D, DESIGN LOADS UP TO +55.5. -72.0 P.6!. AND PANEL'S LENGTH UP TO 8'-5'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR ED". NOTE FOR rOMBINAITON OF SECT1O71S: TOP eT BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Paws • r nc i � rw�sWAm v RL• •w.M a ; m. It �Q 4� 3+ f E!EIEIo A: n w NOU61 m WALL ! FLOOR YOumm NLRTIII�TI�Y LLTEINATIY[ Aw ILR7 NATIONS ..-ALTEMTM4W (SECTION AT TOP IS UWTID TO +W$-67.0 MAR. 3CALL, 1/4' . 1• A.S.D. DESIGN PRESSURE RATING) WALL 1/4• - I' FIRS ,RED m .. I.AM Auw Amwr•r.. rNi�A°1rrwR Ma Flow NouNTRro INVALLATION - SEMN AAW SCALE. 1/4- - I - Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RAM (R.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH Pat' SCHEDULE MILD OAY sae MMFI•F•A.ta INS _Avvvat AA Par NirTln.Ie , TIa,I I. ,N, 4,wfTe 4 .. 41 MTNC (IQl n.X W OIAf{ OOYOn,ON 1'Xa � COI/XIOi01L rAm .SSA -7aA r-r oR less 2 1/.- IRIBOIIm 1 TINU 9 A 1 439a -7I9 >T-r TO r-r Wr. 2 ,/O tA160O[0 I THIN 5 A 7 .M.O. -73.0 .N-r TO IV-2- Yr. 2 //2' --- , R" 6 If-4. OR LESS 3 I/r 'Y IOOgl11 W S a 10 • bum W/ ,/44-201 " M.S. a MIFA6rt N NORM a vauw 11 of PAWL (VALID OILY FOR PANELS Me Q WITAILATIMA .2 PEN SES:II M I T l 7. d SNEER A . 41 MAXIMUM AS.o. gum7At M F) moon W.C.4 FOR ca. - 3 ,/r » -.--_ ---V APRlWM( To SCGTIN6 E aPREssm AMY or TB/Mt10N C THEN I IWOIRaI PM�, j Loami' (11.) rC<W _XNoYIN 7N-aI1P- W1A-N MONAI[ IOWI a RMLt 71MAi R t0 W-111111 TO mNOCK 11LTfW. 10 T1C mRETE TO wn vowoow 10 COIAWN To CbNw1ww t0 CoNmrs aNSLIXXNIp�N•1[ A Oowxm a R6dRNN IF N/A WA N/A a' %/A 6- 44 I' WA I (TOP) -- _. r WA R/A A. r - - r e' 1- w' r r 1 (Rw1Td6 A...« 0/- N/A WA 6' OVA` A WA.._ r N/A 7 (1V1 k a N/A N/A N/A 1• N/A S WA 5• WA 7 (Rondo I .ra -720 r WA WA WA r WA 0' N/A a• X/A 7 ! . tTOP) : Y_.' OR tLSS on LESS _ r r ` N/A WA 6• - r a' r 6' r ] (adldP)� A. N/A N/A -WA N/A a- - - WA -- A. WA a• N/A 7 (Ton r a' N/A- a' A. 4' a' r r 4 a 2 t•1Tr0Y) 4/4 N/A �12 I/E' 6 1/1' 12 1/2• 6 1/4• a 1/+' -6 1/4/r s �h' - e 1/••� a ROP/bn5M7 SET SHIRTS 10 A II FIR ANCIM T,FS A SPICING FOR Y6fN,AIWAS Mao woo nvaR aulDalo. MMMLW ANCHOR SIACI M Ala IW.I►N COOT METANOR AM MOCARM ON "A SC RO1RE FOR EA. LESS TINT MMd1m aN WH OXILE MOLCE ANCHOR V44MO W NULIIKTNO SPAFAIw SHOAL O, NUMAE W we MD" FACTORS FOR On OPOVJNN To AN PU M L REDUCED SPltrw orwn uwo roe" wou NM at LESS 11NN N41MUY WACMO INDICATOR FOR EACH ANCHOR TIFF AT ANCHORS IMIDO. 1e,W, WIN ,AFPeI s Tr-IVIP ,xrw Saar - de, AIIOM sANw 0-4 3 3 3 , , •n 3 ••w4,.•NIN -all 1 f ) a a•W .rw Sr pU i , 3,n .-._._. 3, 3+q AI*r LR go mown wow ,t I/4' tO 9/I' LONG N61r MANIo W/ 1/.4-fWx' S.S Mw • 9 1/4. O.C. FOR PANEL Le"I" YP TO r-r APa 6 1/4' O.0 FOR MORN IN,1O 6•-r No ON 0 10 PA„IONAL WE FENIII OR PAIIaMAE PNw • Ix 1 0. C MIN 1 1/Y 1A1NTRAOEO roN To IrAOER rT3W AuU IE7+oTIR uP W= HUMID, WWARRILI f0; I m 1 / _ I It. 1/•• Les.. S/5' WIw 3 0 1/4'S r/ t on Loa SS M6 • a ,p' O, Il 0c ID1011W 1I ro TO r 41 S 1/ • OC TOR LbwRa u ro a O W. aR hh,/ PAIa,Nrt nrNE w w rjlM"m PANOAM -tug • 12 ,/3' /. C. TIIIII I it ,=w nMuom raetwaar At OF EMMs WOOD MATE FOR AI LENOTHS LIP TO W-4• W. DIRECT YQULMNIG VIE 9w AIIOtI SCALE a ,• wars: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LINOS UP TO -55.5, -MO PSF AND PANEL'S LENGTH UP TO W-5" 2. FOR NEW WOOD FRAME CONSTRUCTION: WOO) VEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR FOUAL. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSIALLATEON. INSTALLATION DETAILS FOR REGULAR PANELSCl) INTO EXISTING WOOD STRUCTURES _ �� M,P,,,n,SpOI,RIIMEAwpr I do i1A i. I "I 4 11, I -,• YIn.- r� W • • MN1 1/r -- -� P E ED I 1 V _. - F.D .'.I IrI .fi I I E0LU � eaw au K i Pace W-4m AO. I It000mom IwMlUra � 1 1 p ALTTT y(TiiYAIIYE,wALTIERNATM KALE ]/B-t' lGtE 3/e.1' r[ 90140" ON 94T 6 1 - Ia ATo 6mAN1,A1 To MAAs I 9ryp •T7 f /r of r f A-1 CIO EO a. 1 i to go EO teu'- 1 iai m Ii6in r t4. .Rr NPi • r� WOOD f' R.m 4 oe1L '•' )n•• LA. •roc l : /3 ALTER NATIVE Sw ALTERNATIVE 4w 71H•'PLATE •mtw/M a FUR SCALE 3/0.,• A SCALE 3/5-1- rW AA/1l1 A4n IYITAI, ^AI NUT, - SHUTTER TTWACICI NUT PRIM FOR CLARITY BUILDING (VALID ONLY FOR PANELS AS PER 4EC1preS I THRU 10, ON SHEETS 4. 5 A 6) MAIMAIM w nrr ANOH M SPACING wB La.. a 1/r « AS.O O1 J TNCO. V CF 1N-GRIP CALK-IIN NpINK 713WE ID ►ANLwn PLUS SUIC ITT m"•aE TOa s CCICNI / • IIAWYW ►LATE.) vlriSwE TOTING ro COICRtE _ ro I KOR1t MOON ro WICMET[ ro OO,CCK BI.00N ro l'OIKII7E ro WRLACK a0[It ro O7KTilt ro CONCRETE StOCs ro OOr1Cl1[TE ro CONCRETE aLOCk ro CONA[R TO MRCR7[ KOM ANY DoralNttoN Or TIIY LtNCM 1' (n.) 6' N/A N/A N/A 5' N/A 6' N/A a' N/A N/A N/A 1 (lop) 6' A' N/A- N/A 6' 6' S• 6• 6• a• N/A N/A I (BOTTOM) 6 N/A N/A N/A 6" N/A 6' N/A 5. N/A N/A N/A 2 ITOP) 6 N/A N/A N/A 5• N/A 5• N/A 5` N/A N/A N/A 2 (•OTTOM) 55.5. -72.0 6• N/A N/A N/A 6' N/A 6' N/A e• N/A N/A N/A 3 A 4 (TOP) >r-S' TO W-9' OR LESS- fi 4' N/A N/A 6• B. 6- 6' �- 6' N/A N/A 3 (BOTTOM) 0" N/A N/A N/A _ a• N/A 6. N/A 6' N/A N/A N/A 7 (Top) e e N/A N/A -1. 5� 6• 6' 6 6' N/A N/A 4 a 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4• 12 1/2• 0 1/4• 6 1/4• 6 1/4• 6 I/A• 6 1/4• N/A N/A 3 (TOP/0017010) 50.0. -a3.3 N/A N/A 12 1/2- 6 1/4• 12 "/2- 6 1/4• 6 1/4- 6 1/4' 6 1/4- 6 1/4- N/A N/A 6 (70P/WUOM) 6•-6' TO W-2• 56.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4- N/A 6 1/4' S 1/4• 6 1/4• 6 1/4- N/A N/A 6 (Top/BOTTOM) •-a- TO IV-r N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• 6 1/4' 6 1/4• S. 9. 10 (TOP) •4 -45.0 N/A N/A N/A N/A N/A N/A B' I 6' S 1/4' a 1/4. a (BOTTOM) 12'-A• OR OR tE55 6' 4• N/A N/A N/A N/A N/A N/A -N/A e' - 6 1/4' 6 1/4- 9 (BOTTOM) LESS N/A N/A N/A N/A N/A I N/A I N/A 6 1/4' 1 6 1/4' 6 1/4' 6 1/4' to (BOTTOM) Wl *tM 14 11 AND 12 FOR ANOgRc TYPE A WACSIO FOR MSIALAROM INTO WOOD ►RINK BLWW10 ,6HIr7M AICHOR SIAICIR3 AND MPAMN ROB: INSTANCE AN NOTATED ON THIS 9CI4110N[ FOA CA. Lag THAN MOCUED ON Col"AE KAM ANCHOR9PACM M MLLArLYRw M SPACING SWAIN ON SCHEOW W III rOILOeWw FACTORS. FOR THIS OPERATION TO BE POSMU. REDUCED SPAC►O OMAIIO UMC FACTOR SINLL NOT W LESS THAN MIwrN SPACING PIDC'ATED FOR EACH ANCHOR TYRE Al 4 CHIN =6001 A11at6RTMI 1l44 _.... I/.•. .__. tp. "SliSliRf 1/44 kwairiltt. ,/r. ...__..-. I/r. _.-._._. tAPml orTY-S.P PRIME 0 ALAI WN-II 901.0•11.7 M ,lbw. f/KM QN) 3 3 3 3 E ,/t f -•AAa Ar.Ar LA.M. O.J .l S� f 3 3 J , 3 tpf 3 In AAKN•m Bib" FACTOR .___.-_' 1 ___...... _.. .31 ___...__. -A - ..__ • 1 1 � • : : .: L 11L. • 'il' .-- Ih to fN/IEVAA 'I.US 1 7h• l , r -PWILLMATE 6 , 4" O.C. r/ 1 7 e• N�16G1�/tAr POE.CN.[nwM/1 ION TO WM FxMTMw ROOD 1dJCOR MIS WOW HEADER II II �l I I I, Rom✓!. 7/�Lb' ' �� i .�a. �r : S 1/•' ac 2 1 ,/r Ot . �� REQLAREp- �' FI' wOOD PCADEII REQUIRED IIY, G or fAEOU! a. ri fORLRAE ON FOR w, a rat alEr�m 4.2 OA65OAss. 1/•Y-]rt• 6R Y S N/ 7/•4 . '1 TOM,. PMIQ LENGTH Y (SEE Non: 1) .' N•.. PINES LENCrN ( I/44-SPAT• Pas (SEE Nott 1) Y E •/ 7/r. bell box MAI, IIAN - I - jNa i �i�•Rm�WM .. t.LVRR '� Q. i' y./Y Wa1 Sao •j I is a • u ,n• oc 1_ IT it 'W WOW PIATs REOIAR[D 'I - E PLUS --it e f •.4' w000lPATE t CONE. x•.4- WDQD. .►t/=1T RtQUIREO I,'I 4� PC/IEIIMONr TIe Pao MDDI or Putt • I . l 6'4 11 1 112• MN. i' L. 14-I P O AAN l75 c. W/ s 1/4 Q.C. RA , 7/a• EIN TINCI OW ro HEADER EKnrra wood Nanlw ,I l I 1 r• I, • A'Ae CC. ON iT6DUE r6a a I• ra I%. SITARAWON TO OURS Y ; Mr. PANEL LEWD, I /•P10A1' S.F-. , (SEE Nan 1) 'iLraT1"MOaRw �► _ , SOR I 1l4'P-!PAT' 7A14 W MR • ;AR 7 /]' al. I I I /1.4 UD SOCK i O.C. • t 1/7• 66,PENIIIIIIATOM AT magwm or RATE - •,GI . �1><:%�111 ���•, Ii :I :• .1 •. I .J .r•1 • . I, ; M .1 l•. .11 .J .�l 1,• Nee tlQIil1 1. INSTALLATIONS FOR ALTERNATIVES 6W 9W h LOW ONLY VALID FOR BUILDINGS WIN AS.O. DESIGN LOADS UP TO +43,6. -48.0 p.w.i. AND PANELS LENGTH UP TO 12'-4' Z FOR NEW WOOO FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 045 OR EOUAI, NOTE FOR COMB6Mt7aN OF STrTCM1. TOP a: BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. N N Cn '.� -Cu yL O a� a o 0 C c� CIO O ^^ O O O W cu 0 0 M U_cu III,-� O i C am�. /u� Q a z z w J N o N CV O Q W O. n C5 O CUCm - C tin a. �o w 'a =CN t, 3 O w Y c2 CL) CL Y a) 3 3 L N Ci d La la T C c] L_ ACn CONCRETE Awova" OOICNT[ ANAIM6 FOR COIA7I1t ANCHORS; ME SCHEOW ON lRtT 14, (ER a>QOXE ON (5R wRn1AE ON ran race 9AI. 1R sco*aN ON aNr, ,3 / 1 1 8 ALlOITCJtIW1 8 1 1 ALTERNATE 1 LOCATION88 1 INSTALLATION DETAIL FOR OPTIO@f_ �I 1 FOR LIFE SAFETY STORM PANEL SYSTEM PST N) FRET 14) '-) 1, A Iw 1S r - + P0L.4D ,'� ,�'Yy,i 1/4. 2/4. WA. 3/4 a, 4/4 1, 2 A tW/1S � � ]• w �^ AT [No PAWL AT END PMREl .300' .-- ..._.__i 1' W' 1 '- _ _ _ _ _ _ - STUOS / EVE'RY 1 1/•7 YN TMrApp aICI[11N1gN t' e I OVERLAP VEHW - II' ro brING NOW •A6a 1 0 1 7 ..... _. POURED CONCRETE II T--.._ .__ •,. _T __ _. _. _._._. __ - TO lIr P C. _ OLD R[OLM[0 qq , I I i MIN (CASE O } - - - -- -•. ) I T 1 1 i� I .... STUDS O EVERY • - �` I ,: '::. \�' I 3' YM. (CAST E) .. O , „ W m T i I i i f 111 - (,2D , ILy�yyIRECT c 1- 1 (� 1 1-1� 11 1111 f -1 »---1� C- l i0 T- I i � �, ,- -;-; ,CD W Igl Lai •R41q/ I M rrDR SIM W, 211INAnON Paw ANaJ (.7lteoll IYw ttNITRIOII TNIT41a) (MtvuDR nNRU tow PAIILi ' 1 i 'll 11DD MMMMAAAAr4r4 O'011 _ 1 I ( p I I I f EO _ry mo • t7 ,/Mx WO.c. mo • 12 ItOC. 1 i •/4•. SEE N[ INtERCR PANEL ENO PANEL i.. - 1/4' - 9FL i i !K iii INTERIOR PANEL fND PANEL i ,j ED [0'E /^^ /M1O>IRR ype I - - ANLYCR ARII2RM - ].. 1/6'Pan ii / m4•�`:1 f o3;. 3•Par >1yLi.. r_� 91 4�-.71� T. l _ .k ' .. ... ... .. ...-. .. .. _... .. IML 7 --]• - roll a� � IT 3... A DR 8 9GII[FOR aAt saltDu¢REDUMM pE' oc1 ,/i4)1--- I 3 li+ TOmi u 1 o.c optlf i - _ _ _, 1 - p/,v/�U B _ .. ;: i. - ( I OR DIRECT MOUNT SPACING U. ANCHOR IW IarAT1oN .., WArA11,-r LED,. - '�_".•_ EAACIIW 3 SP/IcAINc " 3 M ao PAIa3) _® DETAIL 1 :WALL NOUNTIyG INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (,AP•pUCABLE TO SCHEDULE 2) - --" --1- '" "w L.A. i (RQ DETAILS 1/,. MURANLA oOA,CN SHALE: 3/Ir - I• SCALE, 3/16• . t• RYw i Dp1r i mo • I! 1/7' DAL. ®� I A o/,!t A Pw MWMA7 ALtERNATIVE 1 ALTERNATIVE 2 I I ( 0 2 r'"RS 1/" MAXIMUM A.S.D.DESIGN PRESSURE RATING ..f AND MAXIMUM A.S.D. DESIGN PRESSURE RATING (P TILT.) AND CORRESPONDING 1 ,CDL /' {MACHINE SPS[OM6 an QONCAEn //rg 1 MAXIMUM PANEL LENGTH 'LA SCHEDULE I PaIARn COIIpIPc+ I a i/1.) �} w TIaA1Io r ( r l IACPU MLE-2 -To sEcmAs il.1.E1DIEdff-" FAN Ltt 9Arrn <ToleM rANL / U) ao. /4 2/4w4 3/4 a 4/4 i, 2'A nw/1s i• ; A 1w/Is �STA CATIONS INTO CONCRETE t CONCRETE BLOCK STRUCTURES ssrE,L DN .TOFU, 1.• ;i ALTERNATESA LOCATION SCH Lf a I .�W1_BBY:LJaJtlNE MIDIDb6 top a WITOM w/ rD . 3 I+x nRr RIM T To � rN � 41 G I n ON LEE SAFETY LAND. 1- - - 1 ' ` NOTE isELOW) CATO ' E/1/ - :,; I.,�; ; A?FU, TO W/O RIEEG" TTRACK$ AR PANELS W/ OR-- �� , � , LAST CARE To R NsrA3m Aj Dam scrood p ,O ENM91[1E TO COTo NCRETE roSEROAk m RSA �AMn PWroQRM[ ro ceA/NY06 LAM iPNK •aaO' _r,A r-r 3 3/r NR4,® i m CLASS. )GJ m �' , prIW4CLRE NML 4 N.00X a{DM ROUX 4LOCY eLAdl 1 01 TINY 1l�wOW 166 MMKM ME /M E MINIMUM O W NigULLATRW WIT ON Ft" S Ut, roll I li, coil_ - -- •, I Co4CIWn MCMA9 Y��./�1 // NmM�L N,y FOR W5 S6 STORM Ei -EETY SIR[r ' ,e6� r W COanCN7 IO rACl1GlC iN57AtA1/iM M PaENRD N/A N/A N/A 4 N/ 4• / e N/A • 7 (KILT [D 10R 1Nw SOOLTEO ON fAKOUE RACY MIOIOR NWa10 W 14LTRYNw Srrtrw i 7:. a OMA / ,•-, TO K MMAµ[Y l7R ROIO,EO FROM 1MSIOF +55.0, -7Z0 6'-0' OR LESS WIOWN ON 9OImtRL W III RW.OrIIf Ac701R. ION T/RS OPERATION 10 N P09O•ll. I""' 1 N01I.RC0 TAR BAlWIA2 REDUCCO oN" Or 4• )' 9' 9' 9' 9• 9' R• 4• 4' , (BOTTOM) P 1 O WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION ELEVATIQN .65Z -72.0 a. 6" 4A NSA `= TN J2 CA �. N/A 11 ` ) 5•-C• TO r-6 0 TYPE AT A'OgReQLWD'°• E%InvN NRAAw SPACING 1 -.1 I - oR BMW 14) -taWOOD ftAn araww SCALE $NOoOQ "PC SECTION 1 SCALE: 3/8' - I' - SECTION 2 SCALE: 3/0. , Ip r.. ol► ®®N i • 1 • IN' W.. -1 _ +SSP -72.0 6 N/A N/A N/A 4 N/A 6' N/A 6 N/A 1 a 7 (TOP) 1'-6" t0 6'-a' s s ] s 2 ,p 1 (61T[S ON 11rE SA1'E•Y 5TE7RY .l�T IEE1.J"1.'�11M lYR7A1�ATIDN a ... . I ! : 9• cu 4' 4• 4• 9• 4• 4• 4• 4• 4• 1 (BDFfDM) MP AwIwR ONOIw�_ AATarMA1 IRS ou _ 3_ 3 3 /2 3 1n 4 'Ice i e.w. ALTERNATIVE 3 ALTERNATIVE 4 U I lOR AS AN I.sC SA/l'IY NTERM PANEL. (A.W PANEL STORM PANEL CAN •E LOCATED AS AN END PANEL NDEFIP E LAST PANEL) F . ] : RIN/- LOIN 1 . /or t/2• -AaK 507 I/1' ..._ _ _. _ x_ __ .. R911111'b -�I II. Cn LIFE M/ SUM /D PANELS W Y OR )Y NOT BE NSTTAAUED ADACEM TOOREWW7 PANELS �EATr ItRtuaT ,was P65E4�1� E4DRR �0 __ / + -- R•IMU REOUL NOTE 1) 6 ,iLr tNo' iANEtD�aww SCHEDULE fLOQBMDMBt-COMQWOt6.eT eDIIDM WSD 9R Non n K w ua wrMs •roe N/ , 1l2 !. CAFE SAFETY SfOR� PANQ CONSISTS OF DOJ•' OALVAN12FD S1EEi 570RM PANEL AS T ' r TIRIIafD PaEIMDON d1 SECTION B-B cu YA DASD. tslLs • s/r YY RWOY Nw 0 Aa ( nwI Ice AYeEi SE a IWOMUM PA m /m 1m a 1/4YWp PAIDAWx rrMNi r B/11 : SI S Of 0. srAlE 3/37.1 POSON - - cDMeuN»o LwoTN t _.. _ 3 _ _..._ m _ TNauom KRrNAIw ro o/nMR rood ALTERNATIVE WOOD FRAMW E CONDITI NS ANCHOR LEGATIONS �((���tI ,IINIIIN PANaINR Mla • r O0 r , 1z L1N � M PER ALLOMS ITSELF TO K REMOVED OR INSTALLED FROM THE INSIDE Or RwIM A1. 10 OF TNCN ? A, TfL(/ ALUE slHow I TbCb Not NIorIN roll CLA:AOY W STRUCTURE. r..! ,d, SN111/ NN1,uNNN,N, ,0.2 -61.a y Y 4 1 2' a , 2" z (IlDrroM) r-s• DR LESS P�'•''• ENS •'' T ]. UFE SAFETY P RE13UMES TOE. TRACK TO K COMPONENT ma BOTTOM TRACK TO N p TIE.(/ - 3,� • v� F WALL MOUNTING INSTALLATION p, TtL.(/j j +52a -ee.o r a• 4- 4' 7 (6DrrEIN) r-e• oR LESS .��P .. ... ✓p K AS PT31 s1xET 2 DF TA DRAINING. rGN ..:...... 1/� ALTERNATIE/r T W '( W COMPONENT BE RRULLED WALL OR FLOOR MOUNTED MLLOPNC SECTIONS I a ' :.T +55.0 -7ZO 2 1/2- 2 1/2' 4' 3 1/2• 2 (60TTOM) 7'-e• tWt L[.S$ Np• 441t)7 B•I' ". `CENj'�• ••'•. 2 ON tllb AS WELL AS DETAAs 1 a 2 DN SHEET ,4. ' 'GENSf' •: ♦ 6oY2, a/r - t' = 3': V J iLORIDA BUILDING CODE Nt VNoelt Murrleam ZDM .55.0 -72.D 2 1/2' 2 t/2' N/A N/A 7 (907TOM) 7'-6' ro e'-0' N* * FLORIDA BUILDING CODE A Voloci Nurr[can* Zona i T 7 FLORIDA YU0.D1110 CODE NI Velocity NurNeom Zone) V. Mo. ANCHOR FOR COMPONENT &®O IS' �. ••. +55.0 -720 N/A M/A !' 3' 2 (BOTTOM) 7'-6' TO e•'a' •qPAL •• .mr TRAM, Ac 7J .rr WOOD. WIC. rJ. Q M/.. ANtD10R SPACING FOR coTrooFE7rt ANCHORAGE AT BOTTOM L5 GIVEN ON "010 r1K9. AK. rr 9' 1. ; 20 CAGE GALVAANM STEEL STORM PANEL - 20 GAGE GALVANRED STEEL STORM PANEL SCHEDULES 1 a 2. SIQT 14. ® *; h ;a 20 CAGE OKVAN12ED STEEL STORK PANEL new W. O •. fjOR10 r � owe, ar � # : $T ,w oarN or. Z COMPONENT ® MAY BE PERMANENT OR REMOVABLE, i •. 3 Q 3. SEE DETAILS MR 0/STAIIAtgN INTO ROOD FRAME BLIII.D171CS ON SHEET IS i 'Y'•• R •: W/ 0 SS •�:• ••-�^a W/ 0 ,..651. -Oa NO M le' FOR " Up 1 WITH AA DtS+ON LOWS W TO _ W/7//ml0 PROTECTION PRODUCTS, U.C. M.E. A, DLOYAL PROTECTION PRODUCTSI LI C. NtE i>�Sp . R Rt0 L PROTECTION PRODUCTS, LLC. arE .r,s, -7x.o PM AM ►Irtl3 LESwTN w ro r-r. S p/: 0 �IL E C O HNC- ..oP all, 11 IARr % 'L O INC. - M. al - 2. POR NM WOOD FRAME CONSTRI CMN WOW MEM M TO N SOOTHEPM •� F�•' '.��(,� 1 '� E � O INe. .rD LW III ST= Z 4% -' ^• "� A ANY oArR, R SA/u /'°f wD DOM nr MI. PME NA. 2. W/ 9PWWIC KNOW Or OLM OR EQUAL �' SS/ • •.A� �• i '•' -'T" owR. n 333/• / SEE 511R7 4 FOR OE1AA APPLICABLE TO THE NECESSITY roR THE INBTAtLAT10N Or /rI `•S ONAI• r ( 2D-176 / W TIR N. AN, rMa.mw, ANA #K- MORAL-n-O. FAR WoMA-M, 20-176 •AA N .. ,ln1A r r MMM, n Mw PIOO (IS•7Er-75NL FAN LINNET-W3P/ 2D-t is ATAa,A A AIM n1DlC Na•Nr-7a4A IM: r1)W-OPAL r w, _,AM .. , a1. PNw HELM• . T.ru SPACERS AT TRACKS INSTALLED AG ICUIT AND BEYOND TO STUCCO �'W, 1Mw PR- pAOtw•�•Pa•-, /w0P0 &NOS. �'7II7 N,uIwL- .... , as -Pas .« LYW An-IYn a -ADORNS r.P.N tRMAIw w P3_ rM./EIAAA3vR/DLR CA^EOOR7R +°'An Pt. n,_,G^r0o0R'/ti Pa m. IF. IMIRNR w Pl'. !AL/71NWUR/M1T A TIlR r . ►.[ WP ,+.w NNW 13 or rALTO1 A /4(R UI ; PA "�" ' rDl A M. P.t. ">•• • aNm I{ a r a, a SHEET NO. SH 1.1 - -- --- - ANCHORS (SEE SECTIONS ON SHEETS 17, It 19 A 20)--..__ .. _ . _.. - _. ... _• 3 WALK 307 411111, alvia. UP?. 44/17. Soll. 3 MALL: I Well &W/30 NW/IIL nw/is & MM/M 1: WIN. 0O 0 0 t 0 0 v 1 ,In Im"T-4 -NIEL o PANEL UNOTH - -7 ; �I .,, -►j , A wr SCHEDULE) --- - ------- 6 Rim 07"am omm IT ANS A&/17. 0411' 'ate~- X VAX I* moo, 5011111t, 7XW/19 & . avil., WIS. 3- ;X- OM30M vig a aff/w I• WIN ANCHORS (SEE SECTIONS ON SHEETS 17, 15, 19 IS 20)- OPTION 12 FOR LIFE SAFETY STORM PANEL(j) ELEVATION SC LE 3/16*.il 'le Not. w Ear= L SECTION A -A SCALE MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH -L- SCHEDULE 3 'or -EN No. 44157 FLORIDA WILDING CODE (09h Vaivelty Hur"aans Zan• malmum AS 0. NICK PANEL LENGTH MINIMUM SEPARATION tim xwm. ft DESIGN PRESSURE L ('t.) PANEL 20 GAGE GALVANIZED STEEL STORM PANEL RATING (p.a.f.) (SEE SECTIONS) TO GLASS CONDITION ........ owm In, GLOBAL PROTECTION PRODUCTS, Get, +55.0, -72.0 2 3/4" UNBOLTED Sw IN APR Il 20-176 It ZEMIVIPAVAVA�M al -awn' oftwoft w eft.w A rumm Lr r INSTALLATION DETAILS RIM EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' TAPCOM "MRS 1/4' IAPCOM A#K"ORS MORS TA 09. O.C_ 1 . I W C. ­V� lArom wKOIN AMICNIONS D.cc. oc POURED C�ONCRETE POURED ON OROCCONCRETE ON mar" %mm BLK D REQUI Alliolm"M -1 g -C r-C um REQUIRED rc­ OOL BLOCK: REOUMD C_ -7- LO.0 LO LO, 60 G G 0: 6 EXIST GLASS ISLAS GLASS 7 wo WA 0 7 1" E E q.- L /2 :_.y4 0-20011 /4'S,, W/ I/. WIND NUT WASHEA I v r wooe Nuv WASHER 3/3 r KING NUT X (BEYOND) LIML /32 WASHER 9 12 /2- D.C. I W4' TAPOON AMCMORS 4' TAPOOM ANCHM 7APCON 4 1/2- Ot 441, I/e O.C. (StAmexto W/ Xw) 0 4 1/2, ww=U. _POUNED CONCRETE r')U"o CONCRETE OR MW "oll OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REQUIRED REQUIRED I"MLVU 1=1 A ATION WALL MQyVrWG ILVM"M WALL MQUNTIma I�N WALL Moulcm Impag Tm a Muff_&L IL Ufff�u 0 MIPANIEL a uFlE "ft PANIrl. SCALE 3/8--l' SCALE SCALE 3/8*-1* SCALE 3/r-l" FOR OPTION jJ2 FQR UFE SAFETY STORM PANEL SYSTEM CONCRETE, TOTALED (LOCK (LOCK Y.S. ANCHORS O.0 POURED 3/5-.1' (STAOOdILD W/ STUD) ILEE 1" Is 0 so FOR AMMM TYPE A, WNW MIN wpkA~ on WORD OR" omma w MOM woom 00 x M.- POR ED Uft OIL) KHMAL UM TWA MWAWV ON AUNAW !!!! - - - - SCHOOL" wooct ANDION wom BY ra,� a., PATOLY" VVIONG so" ON Imma WA KA @WK Nina v Tw POLLOW" FACTORS MR "a POUN" IWbUm I VIF shmhoemc "Bee FACTO ova "wv 1- K am THAN MINIMUM ":m Now, Ila , 1. INIR EACH 01CHN TYK ON TOM SCHEDULE X 1E7 IWBIa 3. /24 0( NOR I ows) V/24 I� " ' (1). 0 off "m 2 waso 3- M. 2'/24 1'/240- (Sa NOTE 3 NLV*) ANCHM c"aw ANCXW 3- SORIPME OR OHM 35, w WNW CONCRETE SIX lwmw 0. Mw at 10"Em" Wi M "w I*n .. .. 11 IND or ]'IJ! -L. 60 X mal"I'm .ftm) wow Now NIXU D Iwan IN: 4 M WINE L & 4 4 m 71 1, 11 ;r 4 mz;w/ i I M; ;� " I _ I !_ [1'. 1 j j _A 40 X 'Ll 40 X 'L' I IT .'_J lm) I: kMVWXE 8�nO# �-3 K W.. IS. MAC MOr '4D-(D-/ wat-0 WALLED A, "'A INSTALLIM) AT oc" BE PROVOCO TYPICAL FLEVAT113N FOR """M A2000 OIL:r.TZO..K REAR NOW TO FACILMATE Z= IN TO floww" I== TYPICAL ELEVAM f INTMED TO K INSTAILLIM FROM w to OR waullum FROW E-Z HMO STORM NNE ��wl Raw CANEL SmEm IMPOt 0, STRUCTURE E-Z HANG SlOo R&LUR -SYS-T-EM or STRUCTURE. va" ww. r -A. -,/-' _'/r M. wp 1/4' M.. GAP Gr T&M-1-S-0 SLQZ SECTION 8- PIANO. SYSTEM CONSISTING OF PANEL AT TC:'&w2*mA7E PLUS OR IS* LONG ACr0#TjWjQF.jp§LS_=: E - Z NANG STORM SYSTEM CONSISTING Or PANEL V13 BOTTOM W/ I, (2). END PANELS SMALL ALWAYS BE CONNE WALL By MEANS or :Z,) (rPANELS ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PARELMATES OR. IF FLY W/ wt END PANELS HAUL LIKE PROVIDED AT TOP OF PANELS. SHAU, K CONNE�7?0 rjW ii/M WANG MUT on I(a 2w m I AS (3) CONNECTED 70 BOTTOM TRACK. SHAUL CONSIST Of oeSCRIBID ON (3) 1 M. 4'ft&4'1 MIn IHWOSCRCW M-M US'NO; WOMFIAWST"ENGEINtS I WAY A EITHER Of TWO (3). FOR CASES YOU END PANELS ARE USE JOINTLY W/ 15' LONG IW49 AT EXTERIOR FIAT OF END PANEL TOM OU END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR (4) IN CASE THAT END PANELS ARE NOT CONNECTED 70 BOTTOM TRACK (I- A STOP 5 ONLY USED AT TOP) &I LEAST TWO PANELS SMALL SE CONNECTED TO SUTTON TRACK (4). FOR INSTALLATIONS WHEN DO "" AM SOME INTERIM PANELS ARE DIRECTLY IN MOUNTED TO EXISTING SILL IMAILL FLMEANS OF PANELMAIIES, ONE INTERIER PANEL USING, SPECS INDICATED ON NOTE (3) ABOVE SUCH CASE, CONNECTM OF PANELS MAY K =LAX TO BOTTOM TRACK MO OCCUR At T (5) SEE SECTION 1' SEE ANCHOR SCHEDULE ON SMEV Zb. TWO SHOWN ON TION AND om NOT ""D 1. =. = INSTALLED SUCH THAT ADOICENT PANELS (tQ LEFT & RIGHT WE 0"MI I m I PANEL) HA:& THEXI OVERLAPS RETAINED BY F BUILDING CODE (1,119h Velocity cons Zone) No. 4 16T % 20 CADE GALVANIZED STEEL STORM PANEL rp owm W. 07/skam mylll 11LIE C 0 Ing. OWN.21 ~ "A"T4 20-176 A.I- MAN"ll "I t IS09 J. f i SAFETY STORM PANEL O.C. E I if 0 _l;:;10*. PANtLMAn PLUS W/ S 3/32- "4 NUT wo" 6 1/4' 011 FMOUIRED WALL Wyt= MULLATIM SC" 3/6--1- it Iff OW IS & 2D MO ANCICIll TIAL A No= SIRCM NO IMISIXUARMIS INTO WOOG wom, I%" Know ML amom we" 0.) 2 1 SCHEDULE FDA ED. THAN Am"To ON " NINI emma RESM ANCHOR SPAONII 81 MULTIPLY" wpcm SNOWN ON SCHOULl AVAL T& INK am" Blow W THE FOUAWM MR OPERWON VO ME POSSIBLE. Zp�� is VACNG aswu USING FACTOG S" "In Me Un TWA MINIMUM TIPWAM "o"m M. VIC" ANCHOR TvMr 0. ?-a SCHOMI '00' 'M F'Be Lae FACTORS. pan No L 4 am, "v,o Lot 'X 4-10"f PAMELMATE 3/3r Won IN" 1 REOUNIED WAI I UM&MNG 10 LE _VAUATION 6 LIFE&SMAFELTMYPANIEL WALE 3le-l' O Cu Cn -m (D c 2 o a C 0 LL CU 0 = CU Cn CIO E Co 0_ '02 Cu CU a INNER INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAIIPS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INN EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPILANCt IN 5.1) MINIMUM EWSEDMEN7 OF TAPCOM ANCHORS AND PAMELMATE FIEMNLE 0 At PANELMATE RIMS INTO CONCRETE 7, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' T; DESIGN "NO LOADS SMALL BE DETERMINED AS PER SECTION 1820 Of THE ABOVE MENTIONED COOr, 5.2) MINIMUM EMBEDMENT OF 1/4^0 X 7/0' CALX--IN ANCHORS SMALL BE is ?/a- INTO CONCRETE. FOR A W#MD SPEED AS REOUIRED By THE JURISDICTION WHERE 71*59 NOT NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED, C INAMADER Ai FOR A DIRECTIONALITt FACTOR Kd.DAS. UM ASCE 7-18 AND SMALL tEr7i.?=U".&Mt0!) 1/4 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO Cm 2 .ENGAGE 3/4- INTO ANCHORS, ''1/4'0 TAPCON 0 111 D.C. O.C.DESIGN PRESSURE RATM INDICATED ON SHEETS 23 At 6, 1/4,* Tprom 0 4, D.C. TAPCON 0 Ir OX 4-. TAPCON 0 0- O.C. wav AM THREADED wow P n4w. T"RE -A"Y;rAl WOOD IN DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCL 7- 10 S-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. C= THREWIND W�l 1/2- Wk. "OVADED SMALL K FIRST REDUCED TO A-S 0. DESIGN WIND LOADS By MULTIPLYING THEM BY f1.6 IN ORDER TO I AT VOW norAi AT wow HEADER HEADER TO COMPARE THESE R/ WAX, (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 2& ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNION STRUCTURE BEHIND SUCH PANELS, ANCHORAGE "LAM MEN" 'Rom MGM AT WOW "�. 4� MIDIDER SMALL BE AS MENTIONED IN 8.1) AM IN 9.2). IN DOW TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE Cm /2' C= 40 ow�li 1 2' 1- 1/4-• 1/4 IN ALLOWABLE STRESS FOR WIND LOADli WAS BM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN I AM. DETERMINED 04 ACCORDANCE WITH KO , 201S. (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIfiCATIONS OF THE ANCHOM'S 0090 HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1425 OF NEWRED THE ABOVE MOVVM CODE AS PER rtMESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOOOLS TAS-201, It IT SMALL BE THE RE"SORRY OF THE CONTRACTOR TO VERWY rHk SOUNDNESS OF THE STRUCTURE WHERE SHUTTER D_ TAS-202 AND TAS-203 MW SMALL ONLY BE ATTACHED TO COMORM, BLOCK ILL. 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ArC LNG ?K OPENING FROM THE CA C-4 2- SIT 3 G Ll IMW W/O 7W USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PEWORMED 12, THE ftTAUAnDN CONTRACTOR IS. TO SEAL/CAIULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS lowtv" CP 0 FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PRFVEW WINDIRAIN 1147RUSIDIM CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL 10 MAN I0, LENGTH GLASS EN;D cumm, 10 ova 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE Our mmour ism :5 ELI NIMID" PERFORM FROM THE INSIDE Or STRUCTURE 13 SrOWAl PANEL INSTALLATION SHAILL COMPLY WITH SPECS wDiCATED IN iwm omwwwo PLUS Awr BUILDING AND tONING PALMY LIAM E.Nnw M SIONIVULK '40 PAW MLU.W" 1 0. seff Mn Bar In V W­ (SEE mom I SELom 'L* RISDICT C= PAWL LIENOM SIMMI'M PANEL LENCIM MU."An" GLASS REGULATIONS PROVIDED BY THE JU ION WHERE PERMIT 13 APPLIED TO :P. CoNTM to am IS" wm' I BELOW) AIR To mum 4. SMES 200 INSTALLATION APPLr_MSuE TO TINGLEANDDOUBLE HUNC AND HDWOMTA- SuDERS STYLE wtNDOW5 WHEN CIL) --a( __ M off lbdMM 5 SS OLM tSEL NOTE I BLOW) MAIM TID 14 ATRIUM MOM AM GOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS POW PDOW =. I ; PANEL LENGTH PANEL LENGTH IS REQUIRED IN PERFORM FROM HE "M OF STRUCTURE 0* well" "n SEE NOTE I KIM) m 14 Tell ON SMOT 'a) (SEE NOTE I BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 50113-16 NLWY AND TEMPER, (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCYTEVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS EN06M is GENENC AND DOES NOT PwAm EXS 7/6.0 am SS M.S. W/ ;X4,3/32* WIND Nul INFORMATION OR A SITE SPECIFIC PROACT: 1.9. WHERE TOE SITE CONDITIONS DEVOTE FROM THE P.E.D ­' llm' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHM AND INSTALLATION INCLUDING Lin SAFETY OF IMP S. ALL ALUMINUM SNEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. JbI T T. ALL IETEJEL SHEET METAL PANELS SMALL ANAE STRUCTURAL QUALITY STEEL. ASTM 1-053 CRAM 50 Wit, GALVANIZED STEEL THIS PROOLICT BASED ON THIS PM PROVIDED HE/SH N TAPCOM E DOES HOT DaUn FROM THE CONDITIONS DETAILED ON O.C. 0, Is 7W CONTRACTOR'S RESPONSIBILITY. 1/2, OlISIGNATION W/Fy- 581 All (AFTER ROLIn). 15 DOCUMENT CONSTRUCTION SAFETY AT ga W B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS' SERIES Oft CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALLA067M DOCUMENT WILL BE CONSIDERED VIVAIJID IF MODIFIED, CD 50016 111/ 50 Sw YIELD STRENGTH AND 90 ka; TENSILE STRENGTH A Shki COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) SITE SPECIFIC SHALT KPARM BY A FLORIDA IMOISE"ED ENGINEER OR ARCHITECT WHICH WILL ALL r 9. SIXES TO BE AMU A-307 GALVANIZED REEL. OR ANSI 304 SERIES STAINLESS STEEL. *7M 36 Am MINIMUM 111111) STRENGTH BECOME THE E=OF RECORD P(E,O.R,) FOR THE PROACT AND WHO WILL BE RESPONSIBLE $0111 THE PROPER USE Or THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE PE D. ENGINEER, SMALL _0 10� ANCHORS TO WALL SMALL BE AS FOLLOWS: SUSAUT TO THIS TATTER THE SITE SPtCwIC DAMPINGS, FOR REVIEW (A) THIS OLD. SKALL BEAR THE DATE AND ORIGINAL SEAL MO SOMATURSE Or 11. PROFESSIONAL ENDIREEM OF I u to. RECORD TK41 PREPARED IT 1/4"0 TAPCON AWMORIS AS MANUFACTURED IIY IT*. BUILM. INC. (MIN. V-3102 P.&L) 1/4' 0 X 7/4* CNX-01 ANCHORS, AS MALMLAACTURIED BY DEWALT INC. (ARM. 1'­3000 V.&J) 10. STOMA PANEL MANUFACTURERS LAISEL SW" BE LOCATED ON A READILY VISIBLE L AT PANEL cow -6===o­� cow W/ 'S Y.S. W/ 00. I OL . - 1 " W s' om MIT 1 014-10 PANEIAWTE FEMALE 0 A PANE161ATE PLUS 4MCHM, 03 MANUFACTURED By ELCO CONSTRUCTION PRODUCTS OCATION STORM AMC A 313r "NO mv? 7�070;�/32(`IIMG (C-3350 "l) WASHER 0 12 'Ir ol j ' /a, W4 ACCORDANCE WITH SECTION 170-9.3 OF FILORIDA OULDINO COCIE. ONE LABEL SMALL. BE PLACED FOR EVERY OPENING. WASHIft a t2 1/2' O.0 Am WASTER (INEVOIN03 WASHER (BEYOND) LABELING TO COMPLY WITH SECTION 1109 9.2 OF THE FLORIDA BUILDING CODE. Wo TAFCOM 0 r OC A.0 MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE (STMOODIED W/ ww) 2-.** WOW J13"o R, 3/32; WING wo 3/32* AILING NOT I Pont WASH( 0 6 /4- O.C.Re 4* WOOD _PtAx "JAIMLE 10 & PANUMATE PLUS. wNs"m 0 (BEYOND) THIRLADED or PLw RtOvm QLAVO T�m THIMMINED Or PLATE PLATE PLATE ti-10 PANELMATF OF PLATt 014-10 PAMIELMATIE P'%• A2) MINIMUM VAUD" OF 1/0# x 7/8' CALK -IN ANCHORS SMALL BE 15 7/6" INTO CONCRETE. NO EMBEDMENT INTO MY FINISH NATURAL SK-41 BE PERMITTED PLATE O.C. PLAIT 0 a /4•"LL bmIam WALL unup 10 1/4- 0-20 SS SIDEWALK SOLIS USED SMALL BE LONG [WOUGH(SHOULO ANY FINISH MA EXIST) TO 04WA 3/4- A, 1HREADED PLATE M�m INTO ANCHORS. itIN" AIM ALTM�A�jl REGULAR PMEL MIDM"DT" OF PLATE AT MIDWOH or PLATE WALI. MOLIK WAU MQit t�iTSW 31W• XJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE II'DUND ON t4l EXISTING WALL. OR WALL "M WALL ATION FLOOR. ANCHORS SMALL 13E LONG MUCH TO REACH THE MAIN SMICIUAt BEHIND SUCH PAME15L AMCMORAGE SMALL _W If V-4a 318--l- AnON SCALE 3/1.. 1• SCALE 3/0'-1* "NN1rAf BE AS MFNTIMED IN A 1) AND IN &2). e fiRIEVELTAIRMPANFIL LWE SAFETY PANEL NO. 44167 SCALE 3/6--j- AL (0) mnl- AIM, SCALE 3/8'.1" FLORIDA IIWLDING CODE (NIgh VolooNy FLORIDA BUILDING CODE (NIgh Velocity Hurdeane tone 0 TAPCON ANCHORS AS "TUNED BY I I W 9MD". IMC, FLORIDA BUILDING CODE (NIgh Veleaffy mur one Zone) 1. #WkLATIONs ARE ONLY WILD FOR BUILDINGS WH &S.Q. MININ UMIDS tHwu com Zone) - 1/4 MANUFAL UP TO .553. -72.0 PSF AND PANEL'S LENGTH UP 10 $'-r w" Me. rp ;/4'00 X 7/8' CALK -IN ANCHORSL AS MANUFACTURED By OEWALT INC.(f'­ISOO P.11.) rp NO 20 GAGE GALVANIZED STEEL STORM PANEL rp No, 44167 t 20 DADE CALVARIZED STEEL STORM PANEL _11 CONSTRUCTION mum In' 2 FOR NEW WOOD FRAIN CON11TRUCTION, WOOD MONISM 70 BE SOUTHERN Seem or 1. INSTALLATIONS ARE ONLY VALID I" SUUIMG$ WON AEC. DESIGN LOADS 9 A OAAWM Vt. - 4-1 PANELMATE FIEMAUE 0 AND PAWLKhtr PLUS ANCHORS, AS MANUFACTURED By ELCO CONETR ION 20 UK GALVANIZED STEEL $700 PANEL Is UP TO +56.5-72 0 PST AND PAWEL'S LEMON UP TO $'-r, 3 • PRODUCTS (P-2071 p,.I.) PIPE NO 2. W/ SPECIFIC DENSITY Or 0.55 (A EQUAL S SATE GLOBAL ImAI /'N" TO BE SOUTHERN = Lu. a, AIRIER GLOBAL PROTECTION PRODUCTS. LW. @7/mmvmsm PROTECTION PRODUCTS. U.C.LLC. am GLOBAL PROTECTION Pawum. Lue. 4m `Lw III NINE[? 2. FOR NEW WOOD FRAVE CONSPIUCTIOW Z5 00, EDUM Ile ECOiNg k mm IL.. 61 0 .0 Ft IM oNc DOW. M 3ut. PINE WO 2. W/ SPECIFIC DENSITY or AMD "m Wed. M. 333. MAL ft. 39 . ..... 9 --vex __ j;:::v$ -SM 20-176 20-176 -0 NOME (,Y8@0-73*L W ")OF-4M 20-176 Illift, ML WMee oftek Mo we PROW. "-)No-?DM low., oft -UPI "Imt, W)MMI-38.11, r0- (MAKOW Mnli ck-000III4 ' !!'! i " I Memo ft. ir ows" 04- wAv'"Lloy"Im/wE th-MIM719 !!� i M0m A. ox U^,Vmvwg/om "An 404, I'l A mf ow . or as namm LYN& OWE` IMP IN OF a F"9 1 1 '-wan-wo, is 1w (TOM 2.2-W- - 125M. (ErrECTK wwh) _..-4 4 1/4' _330' 2."r 0.0". No. THICK c&WJNM STEEL am TYP. AM A-1111JI GRADE 50 mmom AT AIL A "AT I(!) STO d PANEL W1 HEWWO ME ISOUCTRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 MEN- EDGE (N.T.5) 3'x3'(9=,) ALUM. ANGLE I(!) STOP go I I" LONG W63-TS Alwm. ALLOY 2.01m• Mo. O "J* TRACK O REVEM0 "he TRACK su- @) PANE _pWrR I ', 6061-TO Akan. ALLOY LINK) -2.591*- IIIL. 2.250'---1 075' Tool 2.5w* 2.244, lz� (3) REVERSED -U- TRACK 2"W(Max.) ALUM. ANQr FLORIDA @UILWN0 4•'/24p aral .I • (DIN HrIYH1 . L....II_. �•� ... - _ I. ' '; i i I _ _44 PARELMATE ( • is tI1xT0A! IRA BEEN to ITT OGEE JA- (,) DEFINITION OF %FRIFS 1000: E - ? HAM STORM TRACKS PANEL Cont. TRACKS 700 IS BOTTOM. STALL SUCH CONNECTION FLANGES BAR r. -, PROVIDED AT TOP Or SUCH PANELS. ANY PANEL LOCATION TMRY&=J"l BOTTOM AErj= oorrom TRACK To WAIL , 3' A 4' ON SHEET N. DISTANCE. LORIDA � SEAT OF IX- BALL • SILl ARE BE CONNECTED ro BY ANY BE UDC, PROTECTION PRODUCTS. INSTALLATION DETAILS FOR OPTION 92 FOR UFE SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCON ANCHORS I /4' TAPCOW AN*0113 O.C. OR ACQUIRED %Gum I-C 'a C WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) FOR OPTION jJ2 FQR UFE SAFETY STORM PANEL SYSTEM CONCRETE, TOTALED (LOCK (LOCK Y.S. ANCHORS O.0 POURED 3/5-.1' (STAOOdILD W/ STUD) ILEE 1" Is 0 so FOR AMMM TYPE A, WNW MIN wpkA~ on WORD OR" omma w MOM woom 00 x M.- POR ED Uft OIL) KHMAL UM TWA MWAWV ON AUNAW !!!! - - - - SCHOOL" wooct ANDION wom BY ra,� a., PATOLY" VVIONG so" ON Imma WA KA @WK Nina v Tw POLLOW" FACTORS MR "a POUN" IWbUm I VIF shmhoemc "Bee FACTO ova "wv 1- K am THAN MINIMUM ":m Now, Ila , 1. INIR EACH 01CHN TYK ON TOM SCHEDULE X 1E7 IWBIa 3. /24 0( NOR I ows) V/24 I� " ' (1). 0 off "m 2 waso 3- M. 2'/24 1'/240- (Sa NOTE 3 NLV*) ANCHM c"aw ANCXW 3- SORIPME OR OHM 35, w WNW CONCRETE SIX lwmw 0. Mw at 10"Em" Wi M "w I*n .. .. 11 IND or ]'IJ! -L. 60 X mal"I'm .ftm) wow Now NIXU D Iwan IN: 4 M WINE L & 4 4 m 71 1, 11 ;r 4 mz;w/ i I M; ;� " I _ I !_ [1'. 1 j j _A 40 X 'Ll 40 X 'L' I IT .'_J lm) I: kMVWXE 8�nO# �-3 K W.. IS. MAC MOr '4D-(D-/ wat-0 WALLED A, "'A INSTALLIM) AT oc" BE PROVOCO TYPICAL FLEVAT113N FOR """M A2000 OIL:r.TZO..K REAR NOW TO FACILMATE Z= IN TO floww" I== TYPICAL ELEVAM f INTMED TO K INSTAILLIM FROM w to OR waullum FROW E-Z HMO STORM NNE ��wl Raw CANEL SmEm IMPOt 0, STRUCTURE E-Z HANG SlOo R&LUR -SYS-T-EM or STRUCTURE. va" ww. r -A. -,/-' _'/r M. wp 1/4' M.. GAP Gr T&M-1-S-0 SLQZ SECTION 8- PIANO. SYSTEM CONSISTING OF PANEL AT TC:'&w2*mA7E PLUS OR IS* LONG ACr0#TjWjQF.jp§LS_=: E - Z NANG STORM SYSTEM CONSISTING Or PANEL V13 BOTTOM W/ I, (2). END PANELS SMALL ALWAYS BE CONNE WALL By MEANS or :Z,) (rPANELS ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PARELMATES OR. IF FLY W/ wt END PANELS HAUL LIKE PROVIDED AT TOP OF PANELS. SHAU, K CONNE�7?0 rjW ii/M WANG MUT on I(a 2w m I AS (3) CONNECTED 70 BOTTOM TRACK. SHAUL CONSIST Of oeSCRIBID ON (3) 1 M. 4'ft&4'1 MIn IHWOSCRCW M-M US'NO; WOMFIAWST"ENGEINtS I WAY A EITHER Of TWO (3). FOR CASES YOU END PANELS ARE USE JOINTLY W/ 15' LONG IW49 AT EXTERIOR FIAT OF END PANEL TOM OU END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP BAR (4) IN CASE THAT END PANELS ARE NOT CONNECTED 70 BOTTOM TRACK (I- A STOP 5 ONLY USED AT TOP) &I LEAST TWO PANELS SMALL SE CONNECTED TO SUTTON TRACK (4). FOR INSTALLATIONS WHEN DO "" AM SOME INTERIM PANELS ARE DIRECTLY IN MOUNTED TO EXISTING SILL IMAILL FLMEANS OF PANELMAIIES, ONE INTERIER PANEL USING, SPECS INDICATED ON NOTE (3) ABOVE SUCH CASE, CONNECTM OF PANELS MAY K =LAX TO BOTTOM TRACK MO OCCUR At T (5) SEE SECTION 1' SEE ANCHOR SCHEDULE ON SMEV Zb. TWO SHOWN ON TION AND om NOT ""D 1. =. = INSTALLED SUCH THAT ADOICENT PANELS (tQ LEFT & RIGHT WE 0"MI I m I PANEL) HA:& THEXI OVERLAPS RETAINED BY F BUILDING CODE (1,119h Velocity cons Zone) No. 4 16T % 20 CADE GALVANIZED STEEL STORM PANEL rp owm W. 07/skam mylll 11LIE C 0 Ing. OWN.21 ~ "A"T4 20-176 A.I- MAN"ll "I t IS09 J. f i SAFETY STORM PANEL O.C. E I if 0 _l;:;10*. PANtLMAn PLUS W/ S 3/32- "4 NUT wo" 6 1/4' 011 FMOUIRED WALL Wyt= MULLATIM SC" 3/6--1- it Iff OW IS & 2D MO ANCICIll TIAL A No= SIRCM NO IMISIXUARMIS INTO WOOG wom, I%" Know ML amom we" 0.) 2 1 SCHEDULE FDA ED. THAN Am"To ON " NINI emma RESM ANCHOR SPAONII 81 MULTIPLY" wpcm SNOWN ON SCHOULl AVAL T& INK am" Blow W THE FOUAWM MR OPERWON VO ME POSSIBLE. Zp�� is VACNG aswu USING FACTOG S" "In Me Un TWA MINIMUM TIPWAM "o"m M. VIC" ANCHOR TvMr 0. ?-a SCHOMI '00' 'M F'Be Lae FACTORS. pan No L 4 am, "v,o Lot 'X 4-10"f PAMELMATE 3/3r Won IN" 1 REOUNIED WAI I UM&MNG 10 LE _VAUATION 6 LIFE&SMAFELTMYPANIEL WALE 3le-l' O Cu Cn -m (D c 2 o a C 0 LL CU 0 = CU Cn CIO E Co 0_ '02 Cu CU a INNER INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAIIPS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INN EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPILANCt IN 5.1) MINIMUM EWSEDMEN7 OF TAPCOM ANCHORS AND PAMELMATE FIEMNLE 0 At PANELMATE RIMS INTO CONCRETE 7, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' T; DESIGN "NO LOADS SMALL BE DETERMINED AS PER SECTION 1820 Of THE ABOVE MENTIONED COOr, 5.2) MINIMUM EMBEDMENT OF 1/4^0 X 7/0' CALX--IN ANCHORS SMALL BE is ?/a- INTO CONCRETE. FOR A W#MD SPEED AS REOUIRED By THE JURISDICTION WHERE 71*59 NOT NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED, C INAMADER Ai FOR A DIRECTIONALITt FACTOR Kd.DAS. UM ASCE 7-18 AND SMALL tEr7i.?=U".&Mt0!) 1/4 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO Cm 2 .ENGAGE 3/4- INTO ANCHORS, ''1/4'0 TAPCON 0 111 D.C. O.C.DESIGN PRESSURE RATM INDICATED ON SHEETS 23 At 6, 1/4,* Tprom 0 4, D.C. TAPCON 0 Ir OX 4-. TAPCON 0 0- O.C. wav AM THREADED wow P n4w. T"RE -A"Y;rAl WOOD IN DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCL 7- 10 S-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. C= THREWIND W�l 1/2- Wk. "OVADED SMALL K FIRST REDUCED TO A-S 0. DESIGN WIND LOADS By MULTIPLYING THEM BY f1.6 IN ORDER TO I AT VOW norAi AT wow HEADER HEADER TO COMPARE THESE R/ WAX, (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 2& ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNION STRUCTURE BEHIND SUCH PANELS, ANCHORAGE "LAM MEN" 'Rom MGM AT WOW "�. 4� MIDIDER SMALL BE AS MENTIONED IN 8.1) AM IN 9.2). IN DOW TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE Cm /2' C= 40 ow�li 1 2' 1- 1/4-• 1/4 IN ALLOWABLE STRESS FOR WIND LOADli WAS BM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN I AM. DETERMINED 04 ACCORDANCE WITH KO , 201S. (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIfiCATIONS OF THE ANCHOM'S 0090 HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1425 OF NEWRED THE ABOVE MOVVM CODE AS PER rtMESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOOOLS TAS-201, It IT SMALL BE THE RE"SORRY OF THE CONTRACTOR TO VERWY rHk SOUNDNESS OF THE STRUCTURE WHERE SHUTTER D_ TAS-202 AND TAS-203 MW SMALL ONLY BE ATTACHED TO COMORM, BLOCK ILL. 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ArC LNG ?K OPENING FROM THE CA C-4 2- SIT 3 G Ll IMW W/O 7W USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PEWORMED 12, THE ftTAUAnDN CONTRACTOR IS. TO SEAL/CAIULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS lowtv" CP 0 FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PRFVEW WINDIRAIN 1147RUSIDIM CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL 10 MAN I0, LENGTH GLASS EN;D cumm, 10 ova 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE Our mmour ism :5 ELI NIMID" PERFORM FROM THE INSIDE Or STRUCTURE 13 SrOWAl PANEL INSTALLATION SHAILL COMPLY WITH SPECS wDiCATED IN iwm omwwwo PLUS Awr BUILDING AND tONING PALMY LIAM E.Nnw M SIONIVULK '40 PAW MLU.W" 1 0. seff Mn Bar In V W­ (SEE mom I SELom 'L* RISDICT C= PAWL LIENOM SIMMI'M PANEL LENCIM MU."An" GLASS REGULATIONS PROVIDED BY THE JU ION WHERE PERMIT 13 APPLIED TO :P. CoNTM to am IS" wm' I BELOW) AIR To mum 4. SMES 200 INSTALLATION APPLr_MSuE TO TINGLEANDDOUBLE HUNC AND HDWOMTA- SuDERS STYLE wtNDOW5 WHEN CIL) --a( __ M off lbdMM 5 SS OLM tSEL NOTE I BLOW) MAIM TID 14 ATRIUM MOM AM GOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS POW PDOW =. I ; PANEL LENGTH PANEL LENGTH IS REQUIRED IN PERFORM FROM HE "M OF STRUCTURE 0* well" "n SEE NOTE I KIM) m 14 Tell ON SMOT 'a) (SEE NOTE I BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 50113-16 NLWY AND TEMPER, (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCYTEVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS EN06M is GENENC AND DOES NOT PwAm EXS 7/6.0 am SS M.S. W/ ;X4,3/32* WIND Nul INFORMATION OR A SITE SPECIFIC PROACT: 1.9. WHERE TOE SITE CONDITIONS DEVOTE FROM THE P.E.D ­' llm' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHM AND INSTALLATION INCLUDING Lin SAFETY OF IMP S. ALL ALUMINUM SNEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. JbI T T. ALL IETEJEL SHEET METAL PANELS SMALL ANAE STRUCTURAL QUALITY STEEL. ASTM 1-053 CRAM 50 Wit, GALVANIZED STEEL THIS PROOLICT BASED ON THIS PM PROVIDED HE/SH N TAPCOM E DOES HOT DaUn FROM THE CONDITIONS DETAILED ON O.C. 0, Is 7W CONTRACTOR'S RESPONSIBILITY. 1/2, OlISIGNATION W/Fy- 581 All (AFTER ROLIn). 15 DOCUMENT CONSTRUCTION SAFETY AT ga W B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS' SERIES Oft CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALLA067M DOCUMENT WILL BE CONSIDERED VIVAIJID IF MODIFIED, CD 50016 111/ 50 Sw YIELD STRENGTH AND 90 ka; TENSILE STRENGTH A Shki COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) SITE SPECIFIC SHALT KPARM BY A FLORIDA IMOISE"ED ENGINEER OR ARCHITECT WHICH WILL ALL r 9. SIXES TO BE AMU A-307 GALVANIZED REEL. OR ANSI 304 SERIES STAINLESS STEEL. *7M 36 Am MINIMUM 111111) STRENGTH BECOME THE E=OF RECORD P(E,O.R,) FOR THE PROACT AND WHO WILL BE RESPONSIBLE $0111 THE PROPER USE Or THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE PE D. ENGINEER, SMALL _0 10� ANCHORS TO WALL SMALL BE AS FOLLOWS: SUSAUT TO THIS TATTER THE SITE SPtCwIC DAMPINGS, FOR REVIEW (A) THIS OLD. SKALL BEAR THE DATE AND ORIGINAL SEAL MO SOMATURSE Or 11. PROFESSIONAL ENDIREEM OF I u to. RECORD TK41 PREPARED IT 1/4"0 TAPCON AWMORIS AS MANUFACTURED IIY IT*. BUILM. INC. (MIN. V-3102 P.&L) 1/4' 0 X 7/4* CNX-01 ANCHORS, AS MALMLAACTURIED BY DEWALT INC. (ARM. 1'­3000 V.&J) 10. STOMA PANEL MANUFACTURERS LAISEL SW" BE LOCATED ON A READILY VISIBLE L AT PANEL cow -6===o­� cow W/ 'S Y.S. W/ 00. I OL . - 1 " W s' om MIT 1 014-10 PANEIAWTE FEMALE 0 A PANE161ATE PLUS 4MCHM, 03 MANUFACTURED By ELCO CONSTRUCTION PRODUCTS OCATION STORM AMC A 313r "NO mv? 7�070;�/32(`IIMG (C-3350 "l) WASHER 0 12 'Ir ol j ' /a, W4 ACCORDANCE WITH SECTION 170-9.3 OF FILORIDA OULDINO COCIE. ONE LABEL SMALL. BE PLACED FOR EVERY OPENING. WASHIft a t2 1/2' O.0 Am WASTER (INEVOIN03 WASHER (BEYOND) LABELING TO COMPLY WITH SECTION 1109 9.2 OF THE FLORIDA BUILDING CODE. Wo TAFCOM 0 r OC A.0 MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE (STMOODIED W/ ww) 2-.** WOW J13"o R, 3/32; WING wo 3/32* AILING NOT I Pont WASH( 0 6 /4- O.C.Re 4* WOOD _PtAx "JAIMLE 10 & PANUMATE PLUS. wNs"m 0 (BEYOND) THIRLADED or PLw RtOvm QLAVO T�m THIMMINED Or PLATE PLATE PLATE ti-10 PANELMATF OF PLATt 014-10 PAMIELMATIE P'%• A2) MINIMUM VAUD" OF 1/0# x 7/8' CALK -IN ANCHORS SMALL BE 15 7/6" INTO CONCRETE. NO EMBEDMENT INTO MY FINISH NATURAL SK-41 BE PERMITTED PLATE O.C. PLAIT 0 a /4•"LL bmIam WALL unup 10 1/4- 0-20 SS SIDEWALK SOLIS USED SMALL BE LONG [WOUGH(SHOULO ANY FINISH MA EXIST) TO 04WA 3/4- A, 1HREADED PLATE M�m INTO ANCHORS. itIN" AIM ALTM�A�jl REGULAR PMEL MIDM"DT" OF PLATE AT MIDWOH or PLATE WALI. MOLIK WAU MQit t�iTSW 31W• XJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE II'DUND ON t4l EXISTING WALL. OR WALL "M WALL ATION FLOOR. ANCHORS SMALL 13E LONG MUCH TO REACH THE MAIN SMICIUAt BEHIND SUCH PAME15L AMCMORAGE SMALL _W If V-4a 318--l- AnON SCALE 3/1.. 1• SCALE 3/0'-1* "NN1rAf BE AS MFNTIMED IN A 1) AND IN &2). e fiRIEVELTAIRMPANFIL LWE SAFETY PANEL NO. 44167 SCALE 3/6--j- AL (0) mnl- AIM, SCALE 3/8'.1" FLORIDA IIWLDING CODE (NIgh VolooNy FLORIDA BUILDING CODE (NIgh Velocity Hurdeane tone 0 TAPCON ANCHORS AS "TUNED BY I I W 9MD". IMC, FLORIDA BUILDING CODE (NIgh Veleaffy mur one Zone) 1. #WkLATIONs ARE ONLY WILD FOR BUILDINGS WH &S.Q. MININ UMIDS tHwu com Zone) - 1/4 MANUFAL UP TO .553. -72.0 PSF AND PANEL'S LENGTH UP 10 $'-r w" Me. rp ;/4'00 X 7/8' CALK -IN ANCHORSL AS MANUFACTURED By OEWALT INC.(f'­ISOO P.11.) rp NO 20 GAGE GALVANIZED STEEL STORM PANEL rp No, 44167 t 20 DADE CALVARIZED STEEL STORM PANEL _11 CONSTRUCTION mum In' 2 FOR NEW WOOD FRAIN CON11TRUCTION, WOOD MONISM 70 BE SOUTHERN Seem or 1. INSTALLATIONS ARE ONLY VALID I" SUUIMG$ WON AEC. DESIGN LOADS 9 A OAAWM Vt. - 4-1 PANELMATE FIEMAUE 0 AND PAWLKhtr PLUS ANCHORS, AS MANUFACTURED By ELCO CONETR ION 20 UK GALVANIZED STEEL $700 PANEL Is UP TO +56.5-72 0 PST AND PAWEL'S LEMON UP TO $'-r, 3 • PRODUCTS (P-2071 p,.I.) PIPE NO 2. W/ SPECIFIC DENSITY Or 0.55 (A EQUAL S SATE GLOBAL ImAI /'N" TO BE SOUTHERN = Lu. a, AIRIER GLOBAL PROTECTION PRODUCTS. LW. @7/mmvmsm PROTECTION PRODUCTS. U.C.LLC. am GLOBAL PROTECTION Pawum. Lue. 4m `Lw III NINE[? 2. FOR NEW WOOD FRAVE CONSPIUCTIOW Z5 00, EDUM Ile ECOiNg k mm IL.. 61 0 .0 Ft IM oNc DOW. M 3ut. PINE WO 2. W/ SPECIFIC DENSITY or AMD "m Wed. M. 333. MAL ft. 39 . ..... 9 --vex __ j;:::v$ -SM 20-176 20-176 -0 NOME (,Y8@0-73*L W ")OF-4M 20-176 Illift, ML WMee oftek Mo we PROW. "-)No-?DM low., oft -UPI "Imt, W)MMI-38.11, r0- (MAKOW Mnli ck-000III4 ' !!'! i " I Memo ft. ir ows" 04- wAv'"Lloy"Im/wE th-MIM719 !!� i M0m A. ox U^,Vmvwg/om "An 404, I'l A mf ow . or as namm LYN& OWE` IMP IN OF a F"9 1 1 '-wan-wo, is 1w (TOM 2.2-W- - 125M. (ErrECTK wwh) _..-4 4 1/4' _330' 2."r 0.0". No. THICK c&WJNM STEEL am TYP. AM A-1111JI GRADE 50 mmom AT AIL A "AT I(!) STO d PANEL W1 HEWWO ME ISOUCTRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 MEN- EDGE (N.T.5) 3'x3'(9=,) ALUM. ANGLE I(!) STOP go I I" LONG W63-TS Alwm. ALLOY 2.01m• Mo. O "J* TRACK O REVEM0 "he TRACK su- @) PANE _pWrR I ', 6061-TO Akan. ALLOY LINK) -2.591*- IIIL. 2.250'---1 075' Tool 2.5w* 2.244, lz� (3) REVERSED -U- TRACK 2"W(Max.) ALUM. ANQr FLORIDA @UILWN0 4•'/24p aral .I • (DIN HrIYH1 . L....II_. �•� ... - _ I. ' '; i i I _ _44 PARELMATE ( • is tI1xT0A! IRA BEEN to ITT OGEE JA- (,) DEFINITION OF %FRIFS 1000: E - ? HAM STORM TRACKS PANEL Cont. TRACKS 700 IS BOTTOM. STALL SUCH CONNECTION FLANGES BAR r. -, PROVIDED AT TOP Or SUCH PANELS. ANY PANEL LOCATION TMRY&=J"l BOTTOM AErj= oorrom TRACK To WAIL , 3' A 4' ON SHEET N. DISTANCE. LORIDA � SEAT OF IX- BALL • SILl ARE BE CONNECTED ro BY ANY BE UDC, PROTECTION PRODUCTS. INSTALLATION DETAILS FOR OPTION 92 FOR UFE SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCON ANCHORS I /4' TAPCOW AN*0113 O.C. OR ACQUIRED %Gum I-C 'a C WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) SAFETY STORM PANEL O.C. E I if 0 _l;:;10*. PANtLMAn PLUS W/ S 3/32- "4 NUT wo" 6 1/4' 011 FMOUIRED WALL Wyt= MULLATIM SC" 3/6--1- it Iff OW IS & 2D MO ANCICIll TIAL A No= SIRCM NO IMISIXUARMIS INTO WOOG wom, I%" Know ML amom we" 0.) 2 1 SCHEDULE FDA ED. THAN Am"To ON " NINI emma RESM ANCHOR SPAONII 81 MULTIPLY" wpcm SNOWN ON SCHOULl AVAL T& INK am" Blow W THE FOUAWM MR OPERWON VO ME POSSIBLE. Zp�� is VACNG aswu USING FACTOG S" "In Me Un TWA MINIMUM TIPWAM "o"m M. VIC" ANCHOR TvMr 0. ?-a SCHOMI '00' 'M F'Be Lae FACTORS. pan No L 4 am, "v,o Lot 'X 4-10"f PAMELMATE 3/3r Won IN" 1 REOUNIED WAI I UM&MNG 10 LE _VAUATION 6 LIFE&SMAFELTMYPANIEL WALE 3le-l' O Cu Cn -m (D c 2 o a C 0 LL CU 0 = CU Cn CIO E Co 0_ '02 Cu CU a INNER INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAIIPS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INN EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPILANCt IN 5.1) MINIMUM EWSEDMEN7 OF TAPCOM ANCHORS AND PAMELMATE FIEMNLE 0 At PANELMATE RIMS INTO CONCRETE 7, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' T; DESIGN "NO LOADS SMALL BE DETERMINED AS PER SECTION 1820 Of THE ABOVE MENTIONED COOr, 5.2) MINIMUM EMBEDMENT OF 1/4^0 X 7/0' CALX--IN ANCHORS SMALL BE is ?/a- INTO CONCRETE. FOR A W#MD SPEED AS REOUIRED By THE JURISDICTION WHERE 71*59 NOT NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED, C INAMADER Ai FOR A DIRECTIONALITt FACTOR Kd.DAS. UM ASCE 7-18 AND SMALL tEr7i.?=U".&Mt0!) 1/4 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO Cm 2 .ENGAGE 3/4- INTO ANCHORS, ''1/4'0 TAPCON 0 111 D.C. O.C.DESIGN PRESSURE RATM INDICATED ON SHEETS 23 At 6, 1/4,* Tprom 0 4, D.C. TAPCON 0 Ir OX 4-. TAPCON 0 0- O.C. wav AM THREADED wow P n4w. T"RE -A"Y;rAl WOOD IN DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCL 7- 10 S-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. C= THREWIND W�l 1/2- Wk. "OVADED SMALL K FIRST REDUCED TO A-S 0. DESIGN WIND LOADS By MULTIPLYING THEM BY f1.6 IN ORDER TO I AT VOW norAi AT wow HEADER HEADER TO COMPARE THESE R/ WAX, (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 2& ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNION STRUCTURE BEHIND SUCH PANELS, ANCHORAGE "LAM MEN" 'Rom MGM AT WOW "�. 4� MIDIDER SMALL BE AS MENTIONED IN 8.1) AM IN 9.2). IN DOW TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE Cm /2' C= 40 ow�li 1 2' 1- 1/4-• 1/4 IN ALLOWABLE STRESS FOR WIND LOADli WAS BM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN I AM. DETERMINED 04 ACCORDANCE WITH KO , 201S. (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIfiCATIONS OF THE ANCHOM'S 0090 HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1425 OF NEWRED THE ABOVE MOVVM CODE AS PER rtMESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOOOLS TAS-201, It IT SMALL BE THE RE"SORRY OF THE CONTRACTOR TO VERWY rHk SOUNDNESS OF THE STRUCTURE WHERE SHUTTER D_ TAS-202 AND TAS-203 MW SMALL ONLY BE ATTACHED TO COMORM, BLOCK ILL. 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ArC LNG ?K OPENING FROM THE CA C-4 2- SIT 3 G Ll IMW W/O 7W USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PEWORMED 12, THE ftTAUAnDN CONTRACTOR IS. TO SEAL/CAIULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS lowtv" CP 0 FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PRFVEW WINDIRAIN 1147RUSIDIM CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL 10 MAN I0, LENGTH GLASS EN;D cumm, 10 ova 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE Our mmour ism :5 ELI NIMID" PERFORM FROM THE INSIDE Or STRUCTURE 13 SrOWAl PANEL INSTALLATION SHAILL COMPLY WITH SPECS wDiCATED IN iwm omwwwo PLUS Awr BUILDING AND tONING PALMY LIAM E.Nnw M SIONIVULK '40 PAW MLU.W" 1 0. seff Mn Bar In V W­ (SEE mom I SELom 'L* RISDICT C= PAWL LIENOM SIMMI'M PANEL LENCIM MU."An" GLASS REGULATIONS PROVIDED BY THE JU ION WHERE PERMIT 13 APPLIED TO :P. CoNTM to am IS" wm' I BELOW) AIR To mum 4. SMES 200 INSTALLATION APPLr_MSuE TO TINGLEANDDOUBLE HUNC AND HDWOMTA- SuDERS STYLE wtNDOW5 WHEN CIL) --a( __ M off lbdMM 5 SS OLM tSEL NOTE I BLOW) MAIM TID 14 ATRIUM MOM AM GOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS POW PDOW =. I ; PANEL LENGTH PANEL LENGTH IS REQUIRED IN PERFORM FROM HE "M OF STRUCTURE 0* well" "n SEE NOTE I KIM) m 14 Tell ON SMOT 'a) (SEE NOTE I BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 50113-16 NLWY AND TEMPER, (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCYTEVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS EN06M is GENENC AND DOES NOT PwAm EXS 7/6.0 am SS M.S. W/ ;X4,3/32* WIND Nul INFORMATION OR A SITE SPECIFIC PROACT: 1.9. WHERE TOE SITE CONDITIONS DEVOTE FROM THE P.E.D ­' llm' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHM AND INSTALLATION INCLUDING Lin SAFETY OF IMP S. ALL ALUMINUM SNEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. JbI T T. ALL IETEJEL SHEET METAL PANELS SMALL ANAE STRUCTURAL QUALITY STEEL. ASTM 1-053 CRAM 50 Wit, GALVANIZED STEEL THIS PROOLICT BASED ON THIS PM PROVIDED HE/SH N TAPCOM E DOES HOT DaUn FROM THE CONDITIONS DETAILED ON O.C. 0, Is 7W CONTRACTOR'S RESPONSIBILITY. 1/2, OlISIGNATION W/Fy- 581 All (AFTER ROLIn). 15 DOCUMENT CONSTRUCTION SAFETY AT ga W B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS' SERIES Oft CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALLA067M DOCUMENT WILL BE CONSIDERED VIVAIJID IF MODIFIED, CD 50016 111/ 50 Sw YIELD STRENGTH AND 90 ka; TENSILE STRENGTH A Shki COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) SITE SPECIFIC SHALT KPARM BY A FLORIDA IMOISE"ED ENGINEER OR ARCHITECT WHICH WILL ALL r 9. SIXES TO BE AMU A-307 GALVANIZED REEL. OR ANSI 304 SERIES STAINLESS STEEL. *7M 36 Am MINIMUM 111111) STRENGTH BECOME THE E=OF RECORD P(E,O.R,) FOR THE PROACT AND WHO WILL BE RESPONSIBLE $0111 THE PROPER USE Or THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE PE D. ENGINEER, SMALL _0 10� ANCHORS TO WALL SMALL BE AS FOLLOWS: SUSAUT TO THIS TATTER THE SITE SPtCwIC DAMPINGS, FOR REVIEW (A) THIS OLD. SKALL BEAR THE DATE AND ORIGINAL SEAL MO SOMATURSE Or 11. PROFESSIONAL ENDIREEM OF I u to. RECORD TK41 PREPARED IT 1/4"0 TAPCON AWMORIS AS MANUFACTURED IIY IT*. BUILM. INC. (MIN. V-3102 P.&L) 1/4' 0 X 7/4* CNX-01 ANCHORS, AS MALMLAACTURIED BY DEWALT INC. (ARM. 1'­3000 V.&J) 10. STOMA PANEL MANUFACTURERS LAISEL SW" BE LOCATED ON A READILY VISIBLE L AT PANEL cow -6===o­� cow W/ 'S Y.S. W/ 00. I OL . - 1 " W s' om MIT 1 014-10 PANEIAWTE FEMALE 0 A PANE161ATE PLUS 4MCHM, 03 MANUFACTURED By ELCO CONSTRUCTION PRODUCTS OCATION STORM AMC A 313r "NO mv? 7�070;�/32(`IIMG (C-3350 "l) WASHER 0 12 'Ir ol j ' /a, W4 ACCORDANCE WITH SECTION 170-9.3 OF FILORIDA OULDINO COCIE. ONE LABEL SMALL. BE PLACED FOR EVERY OPENING. WASHIft a t2 1/2' O.0 Am WASTER (INEVOIN03 WASHER (BEYOND) LABELING TO COMPLY WITH SECTION 1109 9.2 OF THE FLORIDA BUILDING CODE. Wo TAFCOM 0 r OC A.0 MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE (STMOODIED W/ ww) 2-.** WOW J13"o R, 3/32; WING wo 3/32* AILING NOT I Pont WASH( 0 6 /4- O.C.Re 4* WOOD _PtAx "JAIMLE 10 & PANUMATE PLUS. wNs"m 0 (BEYOND) THIRLADED or PLw RtOvm QLAVO T�m THIMMINED Or PLATE PLATE PLATE ti-10 PANELMATF OF PLATt 014-10 PAMIELMATIE P'%• A2) MINIMUM VAUD" OF 1/0# x 7/8' CALK -IN ANCHORS SMALL BE 15 7/6" INTO CONCRETE. NO EMBEDMENT INTO MY FINISH NATURAL SK-41 BE PERMITTED PLATE O.C. PLAIT 0 a /4•"LL bmIam WALL unup 10 1/4- 0-20 SS SIDEWALK SOLIS USED SMALL BE LONG [WOUGH(SHOULO ANY FINISH MA EXIST) TO 04WA 3/4- A, 1HREADED PLATE M�m INTO ANCHORS. itIN" AIM ALTM�A�jl REGULAR PMEL MIDM"DT" OF PLATE AT MIDWOH or PLATE WALI. MOLIK WAU MQit t�iTSW 31W• XJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE II'DUND ON t4l EXISTING WALL. OR WALL "M WALL ATION FLOOR. ANCHORS SMALL 13E LONG MUCH TO REACH THE MAIN SMICIUAt BEHIND SUCH PAME15L AMCMORAGE SMALL _W If V-4a 318--l- AnON SCALE 3/1.. 1• SCALE 3/0'-1* "NN1rAf BE AS MFNTIMED IN A 1) AND IN &2). e fiRIEVELTAIRMPANFIL LWE SAFETY PANEL NO. 44167 SCALE 3/6--j- AL (0) mnl- AIM, SCALE 3/8'.1" FLORIDA IIWLDING CODE (NIgh VolooNy FLORIDA BUILDING CODE (NIgh Velocity Hurdeane tone 0 TAPCON ANCHORS AS "TUNED BY I I W 9MD". IMC, FLORIDA BUILDING CODE (NIgh Veleaffy mur one Zone) 1. #WkLATIONs ARE ONLY WILD FOR BUILDINGS WH &S.Q. MININ UMIDS tHwu com Zone) - 1/4 MANUFAL UP TO .553. -72.0 PSF AND PANEL'S LENGTH UP 10 $'-r w" Me. rp ;/4'00 X 7/8' CALK -IN ANCHORSL AS MANUFACTURED By OEWALT INC.(f'­ISOO P.11.) rp NO 20 GAGE GALVANIZED STEEL STORM PANEL rp No, 44167 t 20 DADE CALVARIZED STEEL STORM PANEL _11 CONSTRUCTION mum In' 2 FOR NEW WOOD FRAIN CON11TRUCTION, WOOD MONISM 70 BE SOUTHERN Seem or 1. INSTALLATIONS ARE ONLY VALID I" SUUIMG$ WON AEC. DESIGN LOADS 9 A OAAWM Vt. - 4-1 PANELMATE FIEMAUE 0 AND PAWLKhtr PLUS ANCHORS, AS MANUFACTURED By ELCO CONETR ION 20 UK GALVANIZED STEEL $700 PANEL Is UP TO +56.5-72 0 PST AND PAWEL'S LEMON UP TO $'-r, 3 • PRODUCTS (P-2071 p,.I.) PIPE NO 2. W/ SPECIFIC DENSITY Or 0.55 (A EQUAL S SATE GLOBAL ImAI /'N" TO BE SOUTHERN = Lu. a, AIRIER GLOBAL PROTECTION PRODUCTS. LW. @7/mmvmsm PROTECTION PRODUCTS. U.C.LLC. am GLOBAL PROTECTION Pawum. Lue. 4m `Lw III NINE[? 2. FOR NEW WOOD FRAVE CONSPIUCTIOW Z5 00, EDUM Ile ECOiNg k mm IL.. 61 0 .0 Ft IM oNc DOW. M 3ut. PINE WO 2. W/ SPECIFIC DENSITY or AMD "m Wed. M. 333. MAL ft. 39 . ..... 9 --vex __ j;:::v$ -SM 20-176 20-176 -0 NOME (,Y8@0-73*L W ")OF-4M 20-176 Illift, ML WMee oftek Mo we PROW. "-)No-?DM low., oft -UPI "Imt, W)MMI-38.11, r0- (MAKOW Mnli ck-000III4 ' !!'! i " I Memo ft. ir ows" 04- wAv'"Lloy"Im/wE th-MIM719 !!� i M0m A. ox U^,Vmvwg/om "An 404, I'l A mf ow . or as namm LYN& OWE` IMP IN OF a F"9 1 1 '-wan-wo, is 1w (TOM 2.2-W- - 125M. (ErrECTK wwh) _..-4 4 1/4' _330' 2."r 0.0". No. THICK c&WJNM STEEL am TYP. AM A-1111JI GRADE 50 mmom AT AIL A "AT I(!) STO d PANEL W1 HEWWO ME ISOUCTRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 MEN- EDGE (N.T.5) 3'x3'(9=,) ALUM. ANGLE I(!) STOP go I I" LONG W63-TS Alwm. ALLOY 2.01m• Mo. O "J* TRACK O REVEM0 "he TRACK su- @) PANE _pWrR I ', 6061-TO Akan. ALLOY LINK) -2.591*- IIIL. 2.250'---1 075' Tool 2.5w* 2.244, lz� (3) REVERSED -U- TRACK 2"W(Max.) ALUM. ANQr FLORIDA @UILWN0 4•'/24p aral .I • (DIN HrIYH1 . L....II_. �•� ... - _ I. ' '; i i I _ _44 PARELMATE ( • is tI1xT0A! IRA BEEN to ITT OGEE JA- (,) DEFINITION OF %FRIFS 1000: E - ? HAM STORM TRACKS PANEL Cont. TRACKS 700 IS BOTTOM. STALL SUCH CONNECTION FLANGES BAR r. -, PROVIDED AT TOP Or SUCH PANELS. ANY PANEL LOCATION TMRY&=J"l BOTTOM AErj= oorrom TRACK To WAIL , 3' A 4' ON SHEET N. DISTANCE. LORIDA � SEAT OF IX- BALL • SILl ARE BE CONNECTED ro BY ANY BE UDC, PROTECTION PRODUCTS. INSTALLATION DETAILS FOR OPTION 92 FOR UFE SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCON ANCHORS I /4' TAPCOW AN*0113 O.C. OR ACQUIRED %Gum I-C 'a C WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) F'Be Lae FACTORS. pan No L 4 am, "v,o Lot 'X 4-10"f PAMELMATE 3/3r Won IN" 1 REOUNIED WAI I UM&MNG 10 LE _VAUATION 6 LIFE&SMAFELTMYPANIEL WALE 3le-l' O Cu Cn -m (D c 2 o a C 0 LL CU 0 = CU Cn CIO E Co 0_ '02 Cu CU a INNER INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAIIPS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INN EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPILANCt IN 5.1) MINIMUM EWSEDMEN7 OF TAPCOM ANCHORS AND PAMELMATE FIEMNLE 0 At PANELMATE RIMS INTO CONCRETE 7, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' T; DESIGN "NO LOADS SMALL BE DETERMINED AS PER SECTION 1820 Of THE ABOVE MENTIONED COOr, 5.2) MINIMUM EMBEDMENT OF 1/4^0 X 7/0' CALX--IN ANCHORS SMALL BE is ?/a- INTO CONCRETE. FOR A W#MD SPEED AS REOUIRED By THE JURISDICTION WHERE 71*59 NOT NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED, C INAMADER Ai FOR A DIRECTIONALITt FACTOR Kd.DAS. UM ASCE 7-18 AND SMALL tEr7i.?=U".&Mt0!) 1/4 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO Cm 2 .ENGAGE 3/4- INTO ANCHORS, ''1/4'0 TAPCON 0 111 D.C. O.C.DESIGN PRESSURE RATM INDICATED ON SHEETS 23 At 6, 1/4,* Tprom 0 4, D.C. TAPCON 0 Ir OX 4-. TAPCON 0 0- O.C. wav AM THREADED wow P n4w. T"RE -A"Y;rAl WOOD IN DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCL 7- 10 S-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. C= THREWIND W�l 1/2- Wk. "OVADED SMALL K FIRST REDUCED TO A-S 0. DESIGN WIND LOADS By MULTIPLYING THEM BY f1.6 IN ORDER TO I AT VOW norAi AT wow HEADER HEADER TO COMPARE THESE R/ WAX, (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 2& ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNION STRUCTURE BEHIND SUCH PANELS, ANCHORAGE "LAM MEN" 'Rom MGM AT WOW "�. 4� MIDIDER SMALL BE AS MENTIONED IN 8.1) AM IN 9.2). IN DOW TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE Cm /2' C= 40 ow�li 1 2' 1- 1/4-• 1/4 IN ALLOWABLE STRESS FOR WIND LOADli WAS BM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN I AM. DETERMINED 04 ACCORDANCE WITH KO , 201S. (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIfiCATIONS OF THE ANCHOM'S 0090 HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1425 OF NEWRED THE ABOVE MOVVM CODE AS PER rtMESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOOOLS TAS-201, It IT SMALL BE THE RE"SORRY OF THE CONTRACTOR TO VERWY rHk SOUNDNESS OF THE STRUCTURE WHERE SHUTTER D_ TAS-202 AND TAS-203 MW SMALL ONLY BE ATTACHED TO COMORM, BLOCK ILL. 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ArC LNG ?K OPENING FROM THE CA C-4 2- SIT 3 G Ll IMW W/O 7W USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PEWORMED 12, THE ftTAUAnDN CONTRACTOR IS. TO SEAL/CAIULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS lowtv" CP 0 FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PRFVEW WINDIRAIN 1147RUSIDIM CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL 10 MAN I0, LENGTH GLASS EN;D cumm, 10 ova 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE Our mmour ism :5 ELI NIMID" PERFORM FROM THE INSIDE Or STRUCTURE 13 SrOWAl PANEL INSTALLATION SHAILL COMPLY WITH SPECS wDiCATED IN iwm omwwwo PLUS Awr BUILDING AND tONING PALMY LIAM E.Nnw M SIONIVULK '40 PAW MLU.W" 1 0. seff Mn Bar In V W­ (SEE mom I SELom 'L* RISDICT C= PAWL LIENOM SIMMI'M PANEL LENCIM MU."An" GLASS REGULATIONS PROVIDED BY THE JU ION WHERE PERMIT 13 APPLIED TO :P. CoNTM to am IS" wm' I BELOW) AIR To mum 4. SMES 200 INSTALLATION APPLr_MSuE TO TINGLEANDDOUBLE HUNC AND HDWOMTA- SuDERS STYLE wtNDOW5 WHEN CIL) --a( __ M off lbdMM 5 SS OLM tSEL NOTE I BLOW) MAIM TID 14 ATRIUM MOM AM GOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS POW PDOW =. I ; PANEL LENGTH PANEL LENGTH IS REQUIRED IN PERFORM FROM HE "M OF STRUCTURE 0* well" "n SEE NOTE I KIM) m 14 Tell ON SMOT 'a) (SEE NOTE I BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 50113-16 NLWY AND TEMPER, (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCYTEVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS EN06M is GENENC AND DOES NOT PwAm EXS 7/6.0 am SS M.S. W/ ;X4,3/32* WIND Nul INFORMATION OR A SITE SPECIFIC PROACT: 1.9. WHERE TOE SITE CONDITIONS DEVOTE FROM THE P.E.D ­' llm' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHM AND INSTALLATION INCLUDING Lin SAFETY OF IMP S. ALL ALUMINUM SNEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. JbI T T. ALL IETEJEL SHEET METAL PANELS SMALL ANAE STRUCTURAL QUALITY STEEL. ASTM 1-053 CRAM 50 Wit, GALVANIZED STEEL THIS PROOLICT BASED ON THIS PM PROVIDED HE/SH N TAPCOM E DOES HOT DaUn FROM THE CONDITIONS DETAILED ON O.C. 0, Is 7W CONTRACTOR'S RESPONSIBILITY. 1/2, OlISIGNATION W/Fy- 581 All (AFTER ROLIn). 15 DOCUMENT CONSTRUCTION SAFETY AT ga W B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS' SERIES Oft CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALLA067M DOCUMENT WILL BE CONSIDERED VIVAIJID IF MODIFIED, CD 50016 111/ 50 Sw YIELD STRENGTH AND 90 ka; TENSILE STRENGTH A Shki COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) SITE SPECIFIC SHALT KPARM BY A FLORIDA IMOISE"ED ENGINEER OR ARCHITECT WHICH WILL ALL r 9. SIXES TO BE AMU A-307 GALVANIZED REEL. OR ANSI 304 SERIES STAINLESS STEEL. *7M 36 Am MINIMUM 111111) STRENGTH BECOME THE E=OF RECORD P(E,O.R,) FOR THE PROACT AND WHO WILL BE RESPONSIBLE $0111 THE PROPER USE Or THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE PE D. ENGINEER, SMALL _0 10� ANCHORS TO WALL SMALL BE AS FOLLOWS: SUSAUT TO THIS TATTER THE SITE SPtCwIC DAMPINGS, FOR REVIEW (A) THIS OLD. SKALL BEAR THE DATE AND ORIGINAL SEAL MO SOMATURSE Or 11. PROFESSIONAL ENDIREEM OF I u to. RECORD TK41 PREPARED IT 1/4"0 TAPCON AWMORIS AS MANUFACTURED IIY IT*. BUILM. INC. (MIN. V-3102 P.&L) 1/4' 0 X 7/4* CNX-01 ANCHORS, AS MALMLAACTURIED BY DEWALT INC. (ARM. 1'­3000 V.&J) 10. STOMA PANEL MANUFACTURERS LAISEL SW" BE LOCATED ON A READILY VISIBLE L AT PANEL cow -6===o­� cow W/ 'S Y.S. W/ 00. I OL . - 1 " W s' om MIT 1 014-10 PANEIAWTE FEMALE 0 A PANE161ATE PLUS 4MCHM, 03 MANUFACTURED By ELCO CONSTRUCTION PRODUCTS OCATION STORM AMC A 313r "NO mv? 7�070;�/32(`IIMG (C-3350 "l) WASHER 0 12 'Ir ol j ' /a, W4 ACCORDANCE WITH SECTION 170-9.3 OF FILORIDA OULDINO COCIE. ONE LABEL SMALL. BE PLACED FOR EVERY OPENING. WASHIft a t2 1/2' O.0 Am WASTER (INEVOIN03 WASHER (BEYOND) LABELING TO COMPLY WITH SECTION 1109 9.2 OF THE FLORIDA BUILDING CODE. Wo TAFCOM 0 r OC A.0 MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE (STMOODIED W/ ww) 2-.** WOW J13"o R, 3/32; WING wo 3/32* AILING NOT I Pont WASH( 0 6 /4- O.C.Re 4* WOOD _PtAx "JAIMLE 10 & PANUMATE PLUS. wNs"m 0 (BEYOND) THIRLADED or PLw RtOvm QLAVO T�m THIMMINED Or PLATE PLATE PLATE ti-10 PANELMATF OF PLATt 014-10 PAMIELMATIE P'%• A2) MINIMUM VAUD" OF 1/0# x 7/8' CALK -IN ANCHORS SMALL BE 15 7/6" INTO CONCRETE. NO EMBEDMENT INTO MY FINISH NATURAL SK-41 BE PERMITTED PLATE O.C. PLAIT 0 a /4•"LL bmIam WALL unup 10 1/4- 0-20 SS SIDEWALK SOLIS USED SMALL BE LONG [WOUGH(SHOULO ANY FINISH MA EXIST) TO 04WA 3/4- A, 1HREADED PLATE M�m INTO ANCHORS. itIN" AIM ALTM�A�jl REGULAR PMEL MIDM"DT" OF PLATE AT MIDWOH or PLATE WALI. MOLIK WAU MQit t�iTSW 31W• XJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE II'DUND ON t4l EXISTING WALL. OR WALL "M WALL ATION FLOOR. ANCHORS SMALL 13E LONG MUCH TO REACH THE MAIN SMICIUAt BEHIND SUCH PAME15L AMCMORAGE SMALL _W If V-4a 318--l- AnON SCALE 3/1.. 1• SCALE 3/0'-1* "NN1rAf BE AS MFNTIMED IN A 1) AND IN &2). e fiRIEVELTAIRMPANFIL LWE SAFETY PANEL NO. 44167 SCALE 3/6--j- AL (0) mnl- AIM, SCALE 3/8'.1" FLORIDA IIWLDING CODE (NIgh VolooNy FLORIDA BUILDING CODE (NIgh Velocity Hurdeane tone 0 TAPCON ANCHORS AS "TUNED BY I I W 9MD". IMC, FLORIDA BUILDING CODE (NIgh Veleaffy mur one Zone) 1. #WkLATIONs ARE ONLY WILD FOR BUILDINGS WH &S.Q. MININ UMIDS tHwu com Zone) - 1/4 MANUFAL UP TO .553. -72.0 PSF AND PANEL'S LENGTH UP 10 $'-r w" Me. rp ;/4'00 X 7/8' CALK -IN ANCHORSL AS MANUFACTURED By OEWALT INC.(f'­ISOO P.11.) rp NO 20 GAGE GALVANIZED STEEL STORM PANEL rp No, 44167 t 20 DADE CALVARIZED STEEL STORM PANEL _11 CONSTRUCTION mum In' 2 FOR NEW WOOD FRAIN CON11TRUCTION, WOOD MONISM 70 BE SOUTHERN Seem or 1. INSTALLATIONS ARE ONLY VALID I" SUUIMG$ WON AEC. DESIGN LOADS 9 A OAAWM Vt. - 4-1 PANELMATE FIEMAUE 0 AND PAWLKhtr PLUS ANCHORS, AS MANUFACTURED By ELCO CONETR ION 20 UK GALVANIZED STEEL $700 PANEL Is UP TO +56.5-72 0 PST AND PAWEL'S LEMON UP TO $'-r, 3 • PRODUCTS (P-2071 p,.I.) PIPE NO 2. W/ SPECIFIC DENSITY Or 0.55 (A EQUAL S SATE GLOBAL ImAI /'N" TO BE SOUTHERN = Lu. a, AIRIER GLOBAL PROTECTION PRODUCTS. LW. @7/mmvmsm PROTECTION PRODUCTS. U.C.LLC. am GLOBAL PROTECTION Pawum. Lue. 4m `Lw III NINE[? 2. FOR NEW WOOD FRAVE CONSPIUCTIOW Z5 00, EDUM Ile ECOiNg k mm IL.. 61 0 .0 Ft IM oNc DOW. M 3ut. PINE WO 2. W/ SPECIFIC DENSITY or AMD "m Wed. M. 333. MAL ft. 39 . ..... 9 --vex __ j;:::v$ -SM 20-176 20-176 -0 NOME (,Y8@0-73*L W ")OF-4M 20-176 Illift, ML WMee oftek Mo we PROW. "-)No-?DM low., oft -UPI "Imt, W)MMI-38.11, r0- (MAKOW Mnli ck-000III4 ' !!'! i " I Memo ft. ir ows" 04- wAv'"Lloy"Im/wE th-MIM719 !!� i M0m A. ox U^,Vmvwg/om "An 404, I'l A mf ow . or as namm LYN& OWE` IMP IN OF a F"9 1 1 '-wan-wo, is 1w (TOM 2.2-W- - 125M. (ErrECTK wwh) _..-4 4 1/4' _330' 2."r 0.0". No. THICK c&WJNM STEEL am TYP. AM A-1111JI GRADE 50 mmom AT AIL A "AT I(!) STO d PANEL W1 HEWWO ME ISOUCTRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 MEN- EDGE (N.T.5) 3'x3'(9=,) ALUM. ANGLE I(!) STOP go I I" LONG W63-TS Alwm. ALLOY 2.01m• Mo. O "J* TRACK O REVEM0 "he TRACK su- @) PANE _pWrR I ', 6061-TO Akan. ALLOY LINK) -2.591*- IIIL. 2.250'---1 075' Tool 2.5w* 2.244, lz� (3) REVERSED -U- TRACK 2"W(Max.) ALUM. ANQr FLORIDA @UILWN0 4•'/24p aral .I • (DIN HrIYH1 . L....II_. �•� ... - _ I. ' '; i i I _ _44 PARELMATE ( • is tI1xT0A! IRA BEEN to ITT OGEE JA- (,) DEFINITION OF %FRIFS 1000: E - ? HAM STORM TRACKS PANEL Cont. TRACKS 700 IS BOTTOM. STALL SUCH CONNECTION FLANGES BAR r. -, PROVIDED AT TOP Or SUCH PANELS. ANY PANEL LOCATION TMRY&=J"l BOTTOM AErj= oorrom TRACK To WAIL , 3' A 4' ON SHEET N. DISTANCE. LORIDA � SEAT OF IX- BALL • SILl ARE BE CONNECTED ro BY ANY BE UDC, PROTECTION PRODUCTS. INSTALLATION DETAILS FOR OPTION 92 FOR UFE SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCON ANCHORS I /4' TAPCOW AN*0113 O.C. OR ACQUIRED %Gum I-C 'a C WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) O Cu Cn -m (D c 2 o a C 0 LL CU 0 = CU Cn CIO E Co 0_ '02 Cu CU a INNER INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAIIPS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INN EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPILANCt IN 5.1) MINIMUM EWSEDMEN7 OF TAPCOM ANCHORS AND PAMELMATE FIEMNLE 0 At PANELMATE RIMS INTO CONCRETE 7, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' T; DESIGN "NO LOADS SMALL BE DETERMINED AS PER SECTION 1820 Of THE ABOVE MENTIONED COOr, 5.2) MINIMUM EMBEDMENT OF 1/4^0 X 7/0' CALX--IN ANCHORS SMALL BE is ?/a- INTO CONCRETE. FOR A W#MD SPEED AS REOUIRED By THE JURISDICTION WHERE 71*59 NOT NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED, C INAMADER Ai FOR A DIRECTIONALITt FACTOR Kd.DAS. UM ASCE 7-18 AND SMALL tEr7i.?=U".&Mt0!) 1/4 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO Cm 2 .ENGAGE 3/4- INTO ANCHORS, ''1/4'0 TAPCON 0 111 D.C. O.C.DESIGN PRESSURE RATM INDICATED ON SHEETS 23 At 6, 1/4,* Tprom 0 4, D.C. TAPCON 0 Ir OX 4-. TAPCON 0 0- O.C. wav AM THREADED wow P n4w. T"RE -A"Y;rAl WOOD IN DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCL 7- 10 S-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. C= THREWIND W�l 1/2- Wk. "OVADED SMALL K FIRST REDUCED TO A-S 0. DESIGN WIND LOADS By MULTIPLYING THEM BY f1.6 IN ORDER TO I AT VOW norAi AT wow HEADER HEADER TO COMPARE THESE R/ WAX, (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 2& ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNION STRUCTURE BEHIND SUCH PANELS, ANCHORAGE "LAM MEN" 'Rom MGM AT WOW "�. 4� MIDIDER SMALL BE AS MENTIONED IN 8.1) AM IN 9.2). IN DOW TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE Cm /2' C= 40 ow�li 1 2' 1- 1/4-• 1/4 IN ALLOWABLE STRESS FOR WIND LOADli WAS BM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN I AM. DETERMINED 04 ACCORDANCE WITH KO , 201S. (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIfiCATIONS OF THE ANCHOM'S 0090 HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1425 OF NEWRED THE ABOVE MOVVM CODE AS PER rtMESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOOOLS TAS-201, It IT SMALL BE THE RE"SORRY OF THE CONTRACTOR TO VERWY rHk SOUNDNESS OF THE STRUCTURE WHERE SHUTTER D_ TAS-202 AND TAS-203 MW SMALL ONLY BE ATTACHED TO COMORM, BLOCK ILL. 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ArC LNG ?K OPENING FROM THE CA C-4 2- SIT 3 G Ll IMW W/O 7W USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PEWORMED 12, THE ftTAUAnDN CONTRACTOR IS. TO SEAL/CAIULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS lowtv" CP 0 FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PRFVEW WINDIRAIN 1147RUSIDIM CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL 10 MAN I0, LENGTH GLASS EN;D cumm, 10 ova 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE Our mmour ism :5 ELI NIMID" PERFORM FROM THE INSIDE Or STRUCTURE 13 SrOWAl PANEL INSTALLATION SHAILL COMPLY WITH SPECS wDiCATED IN iwm omwwwo PLUS Awr BUILDING AND tONING PALMY LIAM E.Nnw M SIONIVULK '40 PAW MLU.W" 1 0. seff Mn Bar In V W­ (SEE mom I SELom 'L* RISDICT C= PAWL LIENOM SIMMI'M PANEL LENCIM MU."An" GLASS REGULATIONS PROVIDED BY THE JU ION WHERE PERMIT 13 APPLIED TO :P. CoNTM to am IS" wm' I BELOW) AIR To mum 4. SMES 200 INSTALLATION APPLr_MSuE TO TINGLEANDDOUBLE HUNC AND HDWOMTA- SuDERS STYLE wtNDOW5 WHEN CIL) --a( __ M off lbdMM 5 SS OLM tSEL NOTE I BLOW) MAIM TID 14 ATRIUM MOM AM GOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS POW PDOW =. I ; PANEL LENGTH PANEL LENGTH IS REQUIRED IN PERFORM FROM HE "M OF STRUCTURE 0* well" "n SEE NOTE I KIM) m 14 Tell ON SMOT 'a) (SEE NOTE I BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 50113-16 NLWY AND TEMPER, (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCYTEVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS EN06M is GENENC AND DOES NOT PwAm EXS 7/6.0 am SS M.S. W/ ;X4,3/32* WIND Nul INFORMATION OR A SITE SPECIFIC PROACT: 1.9. WHERE TOE SITE CONDITIONS DEVOTE FROM THE P.E.D ­' llm' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHM AND INSTALLATION INCLUDING Lin SAFETY OF IMP S. ALL ALUMINUM SNEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. JbI T T. ALL IETEJEL SHEET METAL PANELS SMALL ANAE STRUCTURAL QUALITY STEEL. ASTM 1-053 CRAM 50 Wit, GALVANIZED STEEL THIS PROOLICT BASED ON THIS PM PROVIDED HE/SH N TAPCOM E DOES HOT DaUn FROM THE CONDITIONS DETAILED ON O.C. 0, Is 7W CONTRACTOR'S RESPONSIBILITY. 1/2, OlISIGNATION W/Fy- 581 All (AFTER ROLIn). 15 DOCUMENT CONSTRUCTION SAFETY AT ga W B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS' SERIES Oft CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALLA067M DOCUMENT WILL BE CONSIDERED VIVAIJID IF MODIFIED, CD 50016 111/ 50 Sw YIELD STRENGTH AND 90 ka; TENSILE STRENGTH A Shki COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) SITE SPECIFIC SHALT KPARM BY A FLORIDA IMOISE"ED ENGINEER OR ARCHITECT WHICH WILL ALL r 9. SIXES TO BE AMU A-307 GALVANIZED REEL. OR ANSI 304 SERIES STAINLESS STEEL. *7M 36 Am MINIMUM 111111) STRENGTH BECOME THE E=OF RECORD P(E,O.R,) FOR THE PROACT AND WHO WILL BE RESPONSIBLE $0111 THE PROPER USE Or THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE PE D. ENGINEER, SMALL _0 10� ANCHORS TO WALL SMALL BE AS FOLLOWS: SUSAUT TO THIS TATTER THE SITE SPtCwIC DAMPINGS, FOR REVIEW (A) THIS OLD. SKALL BEAR THE DATE AND ORIGINAL SEAL MO SOMATURSE Or 11. PROFESSIONAL ENDIREEM OF I u to. RECORD TK41 PREPARED IT 1/4"0 TAPCON AWMORIS AS MANUFACTURED IIY IT*. BUILM. INC. (MIN. V-3102 P.&L) 1/4' 0 X 7/4* CNX-01 ANCHORS, AS MALMLAACTURIED BY DEWALT INC. (ARM. 1'­3000 V.&J) 10. STOMA PANEL MANUFACTURERS LAISEL SW" BE LOCATED ON A READILY VISIBLE L AT PANEL cow -6===o­� cow W/ 'S Y.S. W/ 00. I OL . - 1 " W s' om MIT 1 014-10 PANEIAWTE FEMALE 0 A PANE161ATE PLUS 4MCHM, 03 MANUFACTURED By ELCO CONSTRUCTION PRODUCTS OCATION STORM AMC A 313r "NO mv? 7�070;�/32(`IIMG (C-3350 "l) WASHER 0 12 'Ir ol j ' /a, W4 ACCORDANCE WITH SECTION 170-9.3 OF FILORIDA OULDINO COCIE. ONE LABEL SMALL. BE PLACED FOR EVERY OPENING. WASHIft a t2 1/2' O.0 Am WASTER (INEVOIN03 WASHER (BEYOND) LABELING TO COMPLY WITH SECTION 1109 9.2 OF THE FLORIDA BUILDING CODE. Wo TAFCOM 0 r OC A.0 MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE (STMOODIED W/ ww) 2-.** WOW J13"o R, 3/32; WING wo 3/32* AILING NOT I Pont WASH( 0 6 /4- O.C.Re 4* WOOD _PtAx "JAIMLE 10 & PANUMATE PLUS. wNs"m 0 (BEYOND) THIRLADED or PLw RtOvm QLAVO T�m THIMMINED Or PLATE PLATE PLATE ti-10 PANELMATF OF PLATt 014-10 PAMIELMATIE P'%• A2) MINIMUM VAUD" OF 1/0# x 7/8' CALK -IN ANCHORS SMALL BE 15 7/6" INTO CONCRETE. NO EMBEDMENT INTO MY FINISH NATURAL SK-41 BE PERMITTED PLATE O.C. PLAIT 0 a /4•"LL bmIam WALL unup 10 1/4- 0-20 SS SIDEWALK SOLIS USED SMALL BE LONG [WOUGH(SHOULO ANY FINISH MA EXIST) TO 04WA 3/4- A, 1HREADED PLATE M�m INTO ANCHORS. itIN" AIM ALTM�A�jl REGULAR PMEL MIDM"DT" OF PLATE AT MIDWOH or PLATE WALI. MOLIK WAU MQit t�iTSW 31W• XJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE II'DUND ON t4l EXISTING WALL. OR WALL "M WALL ATION FLOOR. ANCHORS SMALL 13E LONG MUCH TO REACH THE MAIN SMICIUAt BEHIND SUCH PAME15L AMCMORAGE SMALL _W If V-4a 318--l- AnON SCALE 3/1.. 1• SCALE 3/0'-1* "NN1rAf BE AS MFNTIMED IN A 1) AND IN &2). e fiRIEVELTAIRMPANFIL LWE SAFETY PANEL NO. 44167 SCALE 3/6--j- AL (0) mnl- AIM, SCALE 3/8'.1" FLORIDA IIWLDING CODE (NIgh VolooNy FLORIDA BUILDING CODE (NIgh Velocity Hurdeane tone 0 TAPCON ANCHORS AS "TUNED BY I I W 9MD". IMC, FLORIDA BUILDING CODE (NIgh Veleaffy mur one Zone) 1. #WkLATIONs ARE ONLY WILD FOR BUILDINGS WH &S.Q. MININ UMIDS tHwu com Zone) - 1/4 MANUFAL UP TO .553. -72.0 PSF AND PANEL'S LENGTH UP 10 $'-r w" Me. rp ;/4'00 X 7/8' CALK -IN ANCHORSL AS MANUFACTURED By OEWALT INC.(f'­ISOO P.11.) rp NO 20 GAGE GALVANIZED STEEL STORM PANEL rp No, 44167 t 20 DADE CALVARIZED STEEL STORM PANEL _11 CONSTRUCTION mum In' 2 FOR NEW WOOD FRAIN CON11TRUCTION, WOOD MONISM 70 BE SOUTHERN Seem or 1. INSTALLATIONS ARE ONLY VALID I" SUUIMG$ WON AEC. DESIGN LOADS 9 A OAAWM Vt. - 4-1 PANELMATE FIEMAUE 0 AND PAWLKhtr PLUS ANCHORS, AS MANUFACTURED By ELCO CONETR ION 20 UK GALVANIZED STEEL $700 PANEL Is UP TO +56.5-72 0 PST AND PAWEL'S LEMON UP TO $'-r, 3 • PRODUCTS (P-2071 p,.I.) PIPE NO 2. W/ SPECIFIC DENSITY Or 0.55 (A EQUAL S SATE GLOBAL ImAI /'N" TO BE SOUTHERN = Lu. a, AIRIER GLOBAL PROTECTION PRODUCTS. LW. @7/mmvmsm PROTECTION PRODUCTS. U.C.LLC. am GLOBAL PROTECTION Pawum. Lue. 4m `Lw III NINE[? 2. FOR NEW WOOD FRAVE CONSPIUCTIOW Z5 00, EDUM Ile ECOiNg k mm IL.. 61 0 .0 Ft IM oNc DOW. M 3ut. PINE WO 2. W/ SPECIFIC DENSITY or AMD "m Wed. M. 333. MAL ft. 39 . ..... 9 --vex __ j;:::v$ -SM 20-176 20-176 -0 NOME (,Y8@0-73*L W ")OF-4M 20-176 Illift, ML WMee oftek Mo we PROW. "-)No-?DM low., oft -UPI "Imt, W)MMI-38.11, r0- (MAKOW Mnli ck-000III4 ' !!'! i " I Memo ft. ir ows" 04- wAv'"Lloy"Im/wE th-MIM719 !!� i M0m A. ox U^,Vmvwg/om "An 404, I'l A mf ow . or as namm LYN& OWE` IMP IN OF a F"9 1 1 '-wan-wo, is 1w (TOM 2.2-W- - 125M. (ErrECTK wwh) _..-4 4 1/4' _330' 2."r 0.0". No. THICK c&WJNM STEEL am TYP. AM A-1111JI GRADE 50 mmom AT AIL A "AT I(!) STO d PANEL W1 HEWWO ME ISOUCTRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 MEN- EDGE (N.T.5) 3'x3'(9=,) ALUM. ANGLE I(!) STOP go I I" LONG W63-TS Alwm. ALLOY 2.01m• Mo. O "J* TRACK O REVEM0 "he TRACK su- @) PANE _pWrR I ', 6061-TO Akan. ALLOY LINK) -2.591*- IIIL. 2.250'---1 075' Tool 2.5w* 2.244, lz� (3) REVERSED -U- TRACK 2"W(Max.) ALUM. ANQr FLORIDA @UILWN0 4•'/24p aral .I • (DIN HrIYH1 . L....II_. �•� ... - _ I. ' '; i i I _ _44 PARELMATE ( • is tI1xT0A! IRA BEEN to ITT OGEE JA- (,) DEFINITION OF %FRIFS 1000: E - ? HAM STORM TRACKS PANEL Cont. TRACKS 700 IS BOTTOM. STALL SUCH CONNECTION FLANGES BAR r. -, PROVIDED AT TOP Or SUCH PANELS. ANY PANEL LOCATION TMRY&=J"l BOTTOM AErj= oorrom TRACK To WAIL , 3' A 4' ON SHEET N. DISTANCE. LORIDA � SEAT OF IX- BALL • SILl ARE BE CONNECTED ro BY ANY BE UDC, PROTECTION PRODUCTS. INSTALLATION DETAILS FOR OPTION 92 FOR UFE SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCON ANCHORS I /4' TAPCOW AN*0113 O.C. OR ACQUIRED %Gum I-C 'a C WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) INNER INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAIIPS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INN EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL MOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPILANCt IN 5.1) MINIMUM EWSEDMEN7 OF TAPCOM ANCHORS AND PAMELMATE FIEMNLE 0 At PANELMATE RIMS INTO CONCRETE 7, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' T; DESIGN "NO LOADS SMALL BE DETERMINED AS PER SECTION 1820 Of THE ABOVE MENTIONED COOr, 5.2) MINIMUM EMBEDMENT OF 1/4^0 X 7/0' CALX--IN ANCHORS SMALL BE is ?/a- INTO CONCRETE. FOR A W#MD SPEED AS REOUIRED By THE JURISDICTION WHERE 71*59 NOT NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PERMITTED, C INAMADER Ai FOR A DIRECTIONALITt FACTOR Kd.DAS. UM ASCE 7-18 AND SMALL tEr7i.?=U".&Mt0!) 1/4 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO Cm 2 .ENGAGE 3/4- INTO ANCHORS, ''1/4'0 TAPCON 0 111 D.C. O.C.DESIGN PRESSURE RATM INDICATED ON SHEETS 23 At 6, 1/4,* Tprom 0 4, D.C. TAPCON 0 Ir OX 4-. TAPCON 0 0- O.C. wav AM THREADED wow P n4w. T"RE -A"Y;rAl WOOD IN DOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCL 7- 10 S-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. C= THREWIND W�l 1/2- Wk. "OVADED SMALL K FIRST REDUCED TO A-S 0. DESIGN WIND LOADS By MULTIPLYING THEM BY f1.6 IN ORDER TO I AT VOW norAi AT wow HEADER HEADER TO COMPARE THESE R/ WAX, (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 2& ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNION STRUCTURE BEHIND SUCH PANELS, ANCHORAGE "LAM MEN" 'Rom MGM AT WOW "�. 4� MIDIDER SMALL BE AS MENTIONED IN 8.1) AM IN 9.2). IN DOW TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE Cm /2' C= 40 ow�li 1 2' 1- 1/4-• 1/4 IN ALLOWABLE STRESS FOR WIND LOADli WAS BM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN I AM. DETERMINED 04 ACCORDANCE WITH KO , 201S. (C) ANCHORS MOLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIfiCATIONS OF THE ANCHOM'S 0090 HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1425 OF NEWRED THE ABOVE MOVVM CODE AS PER rtMESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOOOLS TAS-201, It IT SMALL BE THE RE"SORRY OF THE CONTRACTOR TO VERWY rHk SOUNDNESS OF THE STRUCTURE WHERE SHUTTER D_ TAS-202 AND TAS-203 MW SMALL ONLY BE ATTACHED TO COMORM, BLOCK ILL. 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ArC LNG ?K OPENING FROM THE CA C-4 2- SIT 3 G Ll IMW W/O 7W USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PEWORMED 12, THE ftTAUAnDN CONTRACTOR IS. TO SEAL/CAIULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS lowtv" CP 0 FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PRFVEW WINDIRAIN 1147RUSIDIM CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL 10 MAN I0, LENGTH GLASS EN;D cumm, 10 ova 1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE Our mmour ism :5 ELI NIMID" PERFORM FROM THE INSIDE Or STRUCTURE 13 SrOWAl PANEL INSTALLATION SHAILL COMPLY WITH SPECS wDiCATED IN iwm omwwwo PLUS Awr BUILDING AND tONING PALMY LIAM E.Nnw M SIONIVULK '40 PAW MLU.W" 1 0. seff Mn Bar In V W­ (SEE mom I SELom 'L* RISDICT C= PAWL LIENOM SIMMI'M PANEL LENCIM MU."An" GLASS REGULATIONS PROVIDED BY THE JU ION WHERE PERMIT 13 APPLIED TO :P. CoNTM to am IS" wm' I BELOW) AIR To mum 4. SMES 200 INSTALLATION APPLr_MSuE TO TINGLEANDDOUBLE HUNC AND HDWOMTA- SuDERS STYLE wtNDOW5 WHEN CIL) --a( __ M off lbdMM 5 SS OLM tSEL NOTE I BLOW) MAIM TID 14 ATRIUM MOM AM GOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS POW PDOW =. I ; PANEL LENGTH PANEL LENGTH IS REQUIRED IN PERFORM FROM HE "M OF STRUCTURE 0* well" "n SEE NOTE I KIM) m 14 Tell ON SMOT 'a) (SEE NOTE I BELOW) 5. ALL ALUMINUM EXTRUSIONS TO BE 50113-16 NLWY AND TEMPER, (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCYTEVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS EN06M is GENENC AND DOES NOT PwAm EXS 7/6.0 am SS M.S. W/ ;X4,3/32* WIND Nul INFORMATION OR A SITE SPECIFIC PROACT: 1.9. WHERE TOE SITE CONDITIONS DEVOTE FROM THE P.E.D ­' llm' CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHM AND INSTALLATION INCLUDING Lin SAFETY OF IMP S. ALL ALUMINUM SNEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. JbI T T. ALL IETEJEL SHEET METAL PANELS SMALL ANAE STRUCTURAL QUALITY STEEL. ASTM 1-053 CRAM 50 Wit, GALVANIZED STEEL THIS PROOLICT BASED ON THIS PM PROVIDED HE/SH N TAPCOM E DOES HOT DaUn FROM THE CONDITIONS DETAILED ON O.C. 0, Is 7W CONTRACTOR'S RESPONSIBILITY. 1/2, OlISIGNATION W/Fy- 581 All (AFTER ROLIn). 15 DOCUMENT CONSTRUCTION SAFETY AT ga W B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS' SERIES Oft CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT EVALLA067M DOCUMENT WILL BE CONSIDERED VIVAIJID IF MODIFIED, CD 50016 111/ 50 Sw YIELD STRENGTH AND 90 ka; TENSILE STRENGTH A Shki COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) SITE SPECIFIC SHALT KPARM BY A FLORIDA IMOISE"ED ENGINEER OR ARCHITECT WHICH WILL ALL r 9. SIXES TO BE AMU A-307 GALVANIZED REEL. OR ANSI 304 SERIES STAINLESS STEEL. *7M 36 Am MINIMUM 111111) STRENGTH BECOME THE E=OF RECORD P(E,O.R,) FOR THE PROACT AND WHO WILL BE RESPONSIBLE $0111 THE PROPER USE Or THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE PE D. ENGINEER, SMALL _0 10� ANCHORS TO WALL SMALL BE AS FOLLOWS: SUSAUT TO THIS TATTER THE SITE SPtCwIC DAMPINGS, FOR REVIEW (A) THIS OLD. SKALL BEAR THE DATE AND ORIGINAL SEAL MO SOMATURSE Or 11. PROFESSIONAL ENDIREEM OF I u to. RECORD TK41 PREPARED IT 1/4"0 TAPCON AWMORIS AS MANUFACTURED IIY IT*. BUILM. INC. (MIN. V-3102 P.&L) 1/4' 0 X 7/4* CNX-01 ANCHORS, AS MALMLAACTURIED BY DEWALT INC. (ARM. 1'­3000 V.&J) 10. STOMA PANEL MANUFACTURERS LAISEL SW" BE LOCATED ON A READILY VISIBLE L AT PANEL cow -6===o­� cow W/ 'S Y.S. W/ 00. I OL . - 1 " W s' om MIT 1 014-10 PANEIAWTE FEMALE 0 A PANE161ATE PLUS 4MCHM, 03 MANUFACTURED By ELCO CONSTRUCTION PRODUCTS OCATION STORM AMC A 313r "NO mv? 7�070;�/32(`IIMG (C-3350 "l) WASHER 0 12 'Ir ol j ' /a, W4 ACCORDANCE WITH SECTION 170-9.3 OF FILORIDA OULDINO COCIE. ONE LABEL SMALL. BE PLACED FOR EVERY OPENING. WASHIft a t2 1/2' O.0 Am WASTER (INEVOIN03 WASHER (BEYOND) LABELING TO COMPLY WITH SECTION 1109 9.2 OF THE FLORIDA BUILDING CODE. Wo TAFCOM 0 r OC A.0 MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE (STMOODIED W/ ww) 2-.** WOW J13"o R, 3/32; WING wo 3/32* AILING NOT I Pont WASH( 0 6 /4- O.C.Re 4* WOOD _PtAx "JAIMLE 10 & PANUMATE PLUS. wNs"m 0 (BEYOND) THIRLADED or PLw RtOvm QLAVO T�m THIMMINED Or PLATE PLATE PLATE ti-10 PANELMATF OF PLATt 014-10 PAMIELMATIE P'%• A2) MINIMUM VAUD" OF 1/0# x 7/8' CALK -IN ANCHORS SMALL BE 15 7/6" INTO CONCRETE. NO EMBEDMENT INTO MY FINISH NATURAL SK-41 BE PERMITTED PLATE O.C. PLAIT 0 a /4•"LL bmIam WALL unup 10 1/4- 0-20 SS SIDEWALK SOLIS USED SMALL BE LONG [WOUGH(SHOULO ANY FINISH MA EXIST) TO 04WA 3/4- A, 1HREADED PLATE M�m INTO ANCHORS. itIN" AIM ALTM�A�jl REGULAR PMEL MIDM"DT" OF PLATE AT MIDWOH or PLATE WALI. MOLIK WAU MQit t�iTSW 31W• XJ) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE II'DUND ON t4l EXISTING WALL. OR WALL "M WALL ATION FLOOR. ANCHORS SMALL 13E LONG MUCH TO REACH THE MAIN SMICIUAt BEHIND SUCH PAME15L AMCMORAGE SMALL _W If V-4a 318--l- AnON SCALE 3/1.. 1• SCALE 3/0'-1* "NN1rAf BE AS MFNTIMED IN A 1) AND IN &2). e fiRIEVELTAIRMPANFIL LWE SAFETY PANEL NO. 44167 SCALE 3/6--j- AL (0) mnl- AIM, SCALE 3/8'.1" FLORIDA IIWLDING CODE (NIgh VolooNy FLORIDA BUILDING CODE (NIgh Velocity Hurdeane tone 0 TAPCON ANCHORS AS "TUNED BY I I W 9MD". IMC, FLORIDA BUILDING CODE (NIgh Veleaffy mur one Zone) 1. #WkLATIONs ARE ONLY WILD FOR BUILDINGS WH &S.Q. MININ UMIDS tHwu com Zone) - 1/4 MANUFAL UP TO .553. -72.0 PSF AND PANEL'S LENGTH UP 10 $'-r w" Me. rp ;/4'00 X 7/8' CALK -IN ANCHORSL AS MANUFACTURED By OEWALT INC.(f'­ISOO P.11.) rp NO 20 GAGE GALVANIZED STEEL STORM PANEL rp No, 44167 t 20 DADE CALVARIZED STEEL STORM PANEL _11 CONSTRUCTION mum In' 2 FOR NEW WOOD FRAIN CON11TRUCTION, WOOD MONISM 70 BE SOUTHERN Seem or 1. INSTALLATIONS ARE ONLY VALID I" SUUIMG$ WON AEC. DESIGN LOADS 9 A OAAWM Vt. - 4-1 PANELMATE FIEMAUE 0 AND PAWLKhtr PLUS ANCHORS, AS MANUFACTURED By ELCO CONETR ION 20 UK GALVANIZED STEEL $700 PANEL Is UP TO +56.5-72 0 PST AND PAWEL'S LEMON UP TO $'-r, 3 • PRODUCTS (P-2071 p,.I.) PIPE NO 2. W/ SPECIFIC DENSITY Or 0.55 (A EQUAL S SATE GLOBAL ImAI /'N" TO BE SOUTHERN = Lu. a, AIRIER GLOBAL PROTECTION PRODUCTS. LW. @7/mmvmsm PROTECTION PRODUCTS. U.C.LLC. am GLOBAL PROTECTION Pawum. Lue. 4m `Lw III NINE[? 2. FOR NEW WOOD FRAVE CONSPIUCTIOW Z5 00, EDUM Ile ECOiNg k mm IL.. 61 0 .0 Ft IM oNc DOW. M 3ut. PINE WO 2. W/ SPECIFIC DENSITY or AMD "m Wed. M. 333. MAL ft. 39 . ..... 9 --vex __ j;:::v$ -SM 20-176 20-176 -0 NOME (,Y8@0-73*L W ")OF-4M 20-176 Illift, ML WMee oftek Mo we PROW. "-)No-?DM low., oft -UPI "Imt, W)MMI-38.11, r0- (MAKOW Mnli ck-000III4 ' !!'! i " I Memo ft. ir ows" 04- wAv'"Lloy"Im/wE th-MIM719 !!� i M0m A. ox U^,Vmvwg/om "An 404, I'l A mf ow . or as namm LYN& OWE` IMP IN OF a F"9 1 1 '-wan-wo, is 1w (TOM 2.2-W- - 125M. (ErrECTK wwh) _..-4 4 1/4' _330' 2."r 0.0". No. THICK c&WJNM STEEL am TYP. AM A-1111JI GRADE 50 mmom AT AIL A "AT I(!) STO d PANEL W1 HEWWO ME ISOUCTRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W1 MEN- EDGE (N.T.5) 3'x3'(9=,) ALUM. ANGLE I(!) STOP go I I" LONG W63-TS Alwm. ALLOY 2.01m• Mo. O "J* TRACK O REVEM0 "he TRACK su- @) PANE _pWrR I ', 6061-TO Akan. ALLOY LINK) -2.591*- IIIL. 2.250'---1 075' Tool 2.5w* 2.244, lz� (3) REVERSED -U- TRACK 2"W(Max.) ALUM. ANQr FLORIDA @UILWN0 4•'/24p aral .I • (DIN HrIYH1 . L....II_. �•� ... - _ I. ' '; i i I _ _44 PARELMATE ( • is tI1xT0A! IRA BEEN to ITT OGEE JA- (,) DEFINITION OF %FRIFS 1000: E - ? HAM STORM TRACKS PANEL Cont. TRACKS 700 IS BOTTOM. STALL SUCH CONNECTION FLANGES BAR r. -, PROVIDED AT TOP Or SUCH PANELS. ANY PANEL LOCATION TMRY&=J"l BOTTOM AErj= oorrom TRACK To WAIL , 3' A 4' ON SHEET N. DISTANCE. LORIDA � SEAT OF IX- BALL • SILl ARE BE CONNECTED ro BY ANY BE UDC, PROTECTION PRODUCTS. INSTALLATION DETAILS FOR OPTION 92 FOR UFE SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCON ANCHORS I /4' TAPCOW AN*0113 O.C. OR ACQUIRED %Gum I-C 'a C WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) WE ScHemm 0. SHIFT IN At. otmwm to OLM TM[ MLt.. Fax GrP41K7 ..[P.Aut LN SKI,, "I A lve"_ n.OW TO CIEILJNG MOWHIM INST, SuILD-OUT MgLdaw mt. ' n > La? 2 wa) c.� - ao SH 1.2 INSTALLATIQN DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANE (1) INTO POURED CONCRETE OR CONCRETE BLOCK 40 MOWN) i r i s gTT1 +BmeRwwIv11Fr1 ' I ,) 11 111 v 11 fi rIP2'Im. H -t♦7ON I.>1 ..• N LIFT. .• X H a•, A 1V; iN 1 ra � MU11 A.aO• MOT. PAW MNMUM 9P.PARATNH PN APPLICABLE TO MfN9 V. (SEE ) TO IX/185% lECTIOAIS .66.0, -75.3 70' oR Iris 2 9/1r 90LTE0 • I.,". 3'• viv, .. _ xY/ a 310 .wo. -75.3 70. OR LESS 2 7/8• I BOLTED • 4. 9 .1L' BOEtEAUftl/ / r,o/a p R wINpNJf A7 OVERLAPa Pal OF V/PRI LFNCfH MCL M. 1 `. -T1. ,MI LA A A W • «W I.I 4 =� IMQ A.S.O.SICK M UM MCNOR9 SMCN9 FOR L. D.. ] 1/2' - APPLICABLE To SMINAS E, - IRON LNW„UM PANEL ' 'N 'I* I.)r.i. PRE f•RfSSURE RA TAPCdWj rylK-" MNDWR FILIAL]' • ,•A191LMq Rug. TO CW W.'R TO CONCRETE" C11MQ6SLOCK,1[ TO comcww am To CONCRETE subw 12' N/A 12• N/A 12" N/A 12' N/A 1' IT 2' (TOP) it* 3.4 to, 1. S' 4' S' 4• 1' (W"OM)+ 12• 3' 12- 5• B• 6• B• 6• 7 (ROTTON) TEES F+ e6.0. -75.3 N/A --- N/A -' N/A N/A --..-.- N/A _--_ N/A 12 1/2• ft' -_ 2' (60tTOM) _ 70' OR 1E55 7' N/A I 6 1/2- N/A A 1/2' N/A 4 1/2` NIA 31 (TOP) 17• ��___ N/A- _. Q_..1/2' N/A 9 1/2' N/A 3' (BOTTOM) 12" N/A 12'N/A 12' N/A 4(TOP),2' 9 1/2' 12' it- ,2'� IT' 4' (BOTTOM) + 41MI TD 70 Sao P.r.f. AASO. DES" PRESSURE RATING, A NE 9NBET 26 FOR A N0101 172 At SPACING FOR RRfAL,AT,ON9 MD WOOD FIMAN 119L091A WMVW NIMOR SPACINGS AND MOWS 90K Da7ANCE AIL[ &WA/ED ON THIS SCHEDULE FOR ED. U]SS ALAI, IOICN60 ON SCHEDULE REDUCE ANCHOR SPAC90 aY Wllft"4 SPRANG 940R71 aN SCAM" OF 1K F TOR ROTORS, FAWED VOW TINS O.OMI,OM 1p K F170#0LL RtDU� RDSPACRICFOR D04 AN HORN PE AT ANC eF LE05 7/IAN IWIYOMIY 1/ACIIIG RNKAIrD FOR FAIN ANCHOR TYPE AT A,k]IOIO 1D001D- no= TONS pY_ IpP upm Qft • -0. ANON 0,000 tw) 3 • , 3 ,/Z a9A<AI o-NRM a"P) , , ,%t" ,n AMA. CA 1161. ,n' g - - .. ___- T I T -j------ _._- ....-_ __ . .. �_.yrm- ,aI w _ , I _ ._ ,,M - - IV + REQUIRES 11- DISTANCE 1EIWI EN BOTTOM OF PANEL)T/2- AFD m BE / : 1 a•""' MINI 1 ++ Rowims MIN. owner BETWEEN BOTTOM OF PAMEL NO ® TO BL 3/,0' 3/16" MIA. �QMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS ($CALF 1/2-1•) .... __ _. -.._._ _ _... _.- -_.15.1w (TOTAL WOW). .. ... - . - -----..12.3a0' {OFECTFif MOTN)- .. - . _... .. .._._-.._,.. tf r.l I (- 374 1.350• " _ ,d O•.._ , 350• _ ' ) , 1", DO" .t99 H'-. -086• 4 -- 1 . 1 - - 1 t ''.`eio• '6,,,, C', �4-RAIN TRADE ia'T ,1 h, 3.315• .Oes' 1.671...-._:_l VANLOW SIM �JJ4 �,•ii 1 aeA - 2.abO• . y Enc[ DE G 9AL9„ 1YP EDGE 750 2.1I5• t 1, ._ S s GRASTA ADE GO ,l�A 0[TAA A w GO4 9 STORM PANEL 1 __ _- I __._ I- I Sis `(m ) 3.]yD"^ 7.350• • ORAII A- _. 2.DOb'._-A -I PANELS SHALL SE UD AST LEFT 70 Raw w/ /2, LEG O2 "H" HEADER O3 "F" TRACK ,J A UVFI S ZNQ LA? � ,,• ." - I n.,MY IIIF - "1r.2so,;,,,>^-.1 t do7- 6.625• 1 NEIAtAEO`.. I _ - ' V 1 -(JW 8250 •'., ISOMETRIC VIEW DETAIL A 133�(__....T. l _ I .2t50`I ROUNDED CORNER • ENDS OF PANEL'S 9S1 END UP W/ HEMMED EDGE. 1 • I"L .' �2.3'76 .- -. (N.T.S) 1.500' 1 ... o67'(�{-�'Ij'®KEY HOLE WASHER 3.'750' D72' : MP) '�.780'3105-M154 ALUM. ALLOY z 124• �rE,p7Dp�'O:��-1--_--oln". O;i�VAY?a•:iii7lLiII" (1 T 1.250• 1B I" f I 193• ^ L m tSFeDEg 0300 L • '_ -...Y ON, TO 5' NOR. --.. _._._ _r SLEEVE 7" MAX. . O TANGLE 374• ._. --- . y. C'_ �- L_Ep"-GTHAu`or ® +1, R 1 ..._.. 1 _. _. 3,r � .410 - t..275 822',- T4Ny1 .. vCEN I - r. »I 1.8r, 2.000 (-T - 0 r ) /ti5 sO6. lsf4' "F f No. A-YN, B MIN. • �a ( .DM" 1,2p1 v 123' 4, •� - - 0- I ( i 1 I, _ I (Tm) �6 050. 5a -.. i"'.... illio). i- 2,D00' _._. 1. f_.__, I '�• .-_. -SEE SECTIONS -.. $�0 MIN .904` hd'/ 19 BUILR-OUT "F" © BUILD -OUT "F" TRACK 10S Ht (po WWASI/ERED WINGNUT , TRAM ANGLE (2AMAC 3 ALLOY) ►.L aA/wommumi/om 1 aY21W4' ,25 '1 '}0 ANGLE • 6 1/4• (�I oNait,rC.C, (NAY BC 7RMRSttlJ 1 660' ,.500` L ' ...1 _ i$.-I t 500' _I i 25 YP. (1 ) (:) NNG11 WITH STUD TC T a IDLE o.oar {MR .) [W,JANIZED STELA 3T5• .,27 7' 1. 1 - }} - - I .21 1.... M328' -...M 00'0 _ _-. PE1M0• f. -. _ _I T r.270•- ow- O, -cl� OR j!` -' y I ' 1_ 2a" 625' 375', .....-: TYP 90Ttm naWwA7r s EDGE of PANEL iRYa�91/,.i © (SEA HALE ,'[A PANEL -. .750• _ 1 _ 1 To SEE SHEET 8 FOR ADDITIONAL. .6, I. LORTEEV ATONS IF SUMP LOOT. 15 1 I'. .12S• (.._- ONLY WAD FOR *WALLA T04 INTO (�) A Illr WOOD STRUCDJIMS 2.ODa 3.750• i I t_ ) (Tvi -I - 2.oW -- - 11 "1" TRACK 1© PANEL HANGER IL (1 114" WIDE) Ny�q�.,(USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) So63-TO ALUM. ALLOY INSTALLATION INTO POURED CONCRET(` DETAILS FOR REGULAR PANEL QR CONCRETE pLO�K STRUCTURES ALTERNATE CONCRETE �1) ANCHORS LOCATOR CONCRETE ANCHORS (SEE E ON _ ORSCON POURED CORCRETE _....: (SEE SCHEDULE ON SHEETS / THROUGH 10) OR �� �x CONCRETE s 9 THROUGH SNfETS 9 TMI4UGN 101. OR CONCRETE BLOCK REGAINED. RAC' � ��, {D ®IISTR1a POURED/ CONCRETE RCQIXRED .. t -' IERRAtE LEG LOCATION CMCI•tE. ANCHORS'1 ✓f iSEE •CT/EDUILE-. Z SHEETS 9 THROUGH '' 4I• ,}�7 f `•s1.s. 'T'y /- "f! ( ,!�,J1 ..A'V , .. - t IRA. - t a � __ 'ki � - t a j.,, //4 . 9;f',",'/,_ .., r •: .- I , w' L9 _ „1....--m %A r 12• 4' • / 1 / MAN' a0. Yd r/ 1A,H I I M1.AN. CIONCRETE ANC,aM -)...- 1 "'rY+' : f - 0 it B Il In• O.C. $ 2I .L.. - _..... ( (SEE SCHEDULE ON ,n' _ _ I 1 i. it /� I f A 1-..-' SHEETS 9 THROUGH 101 I" 's1. -I 1/4Y-2a,•.. 1 �. 7R,N01 MM RLA I ` 1 i LO /:.A � "L• 9 L:AF I i E7f1 Eb ` 1rtf' �} Eb/L^ 1 AW I r�,� .. , INN. :'i^ r/ /' : ,t t /; '' I PANE i LENGTH . •s4 f. :�will , 1 (9Et SCHEDULE __ 1 1 - �L _. •. F 1 I 1 •' e6 3 r /' JY%�'. I I -` i � ( ; 1� J a SMEDIII I L,. 7 e a 4M rRC. 1 " TO GLASS, S ( „ET 'I•-r 1 SHEETis aWB IBt"H O:I r-fG 1• M'•` -� &I TON TO GLASS. , rP-2aL• •I (SEE SCHEDULE ON B I 0L N0.1] W I QM SHEET 3 •UXTs W 9 a to 3) IF SP 1 N SPACER 1 I 1 Y. I,,....E •' W. 1 A PANEL FTH I - (SEE SCH[LR1Lt ON SHFV 3) IS't1RC�1 MEET 3) IV 9H 10. tlN-L . I ,D<XHI Ium1 rHrl - I .. _ _ .__. _ 'I 1 1' M.. _yF / sAR RR FNIC I PANEL IENCTU I I ,TkR f:9') (SEE' SCHEDULE EX j _ ... I ON SHEET 3) -I 1 I 1(SEE GLASS �T 1 1 -. l f _., .I ., ( SgOT ,. 11 -� _._L] dL :_ ..:: SCHEDULE 1 I ON SHEET 3) I I 4 E .. i_. 1 SO% O IV :, •• ,.^ LEI.... ... V -..._ _ SOAR I 0 Of T , 1 I �MI% I I I 7 ; .,. `•✓ I SPACER 1 E •1 1/2•Q Y,%' ir• .__. .- ) CDC.. - Jr y:' LENGTH Off_ I I J ' ,? I 1 I Y-2p�1. r 1 R• ... f - 1 - �.a SR t 1 -- C, .._ ,..,. ... CONCRETE 4VCIN0115 EXISTING POLREO '+ .. 4'" \'r` Y,: fSEE SCHEDULE ON �' ; 'f^'' ',..(� �'( CONCRETE ANCHORS I 1 (SEE SCHEDULE oN JI i •,,I,r,�, CONCRETE L� " N•" +e'� REGAINED f . ,} 6DGE 0f WALL OR SUB SHEETS A THROUGH 10) \ti.,N . ; c,Y ,r_-� MEETS 9 T14RpU0N 10)�6{ q 7 2 1/R• Lane MAX. AL.U1ATnuM w./ • 6 I 1" O.C. VALID FOR "7/4 *. TALI CONpOgN) "'Y --= POURED L`ONCIIETE �',ku; SPACiRs FILL LOA� AND PANEL CONCRETE ANCHORS , .;';•. 1 - %' OR CONCRETE BLOCK RECA RED. OLISTNG POURED CONCRETE . LOIG�PfR 3HR:Li 3, OR CONCRETE BLOCK 04 (SEE SIXEOIUE ON (SE S "--'LD.__..- .: '�," REoL1RtD .. ;;MAX LONG ALURNUM SPACERS • - 1/1' O.C. TABLE ON P THROUGH 10) ,a l2 (SEE PI SHEETS 9 k 10 ) CKB jbG Ala•EJ OPH MOUNTING sW.E 3/8.1` $IJI{ sCALF ]/B-1' SqAfi SCAE 3/8-/• IIHR„/N �VCEN 1�9 FLORIDA BUILDING CODE Non High Velocity Hurricane Zon• a. 44167 " I rMM TLnak INC 24 GAGE GALVANIZED STEEL STORM PANEL I.P. E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) ¢rf tl07Li01L_�ttOiNeTED1L dtr iJONF: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY _I *• * •*a It c -` • 1 STATE OY' -__ �'t��[p •• F P ,7' -. - �y4F' / OR (� �G / '�r'•80 •.• OWNa U.C.nlnan IL E C O Ere. L:OBAL. PROTECTION PRODUCTS, UGTL Leos a- n 11AIXt u r t r a PIA" «� N mr R 3 , 20-1 i$ 4,.", HIw:. (M47MP-T►4a PA OMRO 757 INSTALLATION. -',YA, /0 E Wa -,oH ,,� n,-+aN OMWNb Ra: NI/HIMHICA-O�� r - P2 I,MILT 0 C M INSTALLATION DETAILSFORSERIES 2000 & 1000 E-Z HANG STORM PANEL 0) INTO EXISTING WOOD STRUCTURES s; ,/4•. LAG SCIEYr • I' o.C. W/ ." ,II ,/r' r,r t-WADED /rlwTM110N -.-_., (yj/' Ydn. Para' «b6D YAP'. LAWN SCItm ► 0' OIL. w/ �; 70 pT•,Y,G w000 HFAIDFp ,NiIDEA NECAAD 1/.•. LAC SCREWS 0 6' O.C. W/ Nil F 1/a' Mn. 1PR,EIAOTp PtMETR4TX)N P.At OR ON EDGE 1 1/7' MY" ININADED PfwrRAPCN 10 EXISTING R. WLY70 'SAGA -. IE TO "ISINN k . 1' I1 MOOD ,K+MA, t•A•1. 1 .. 4.M '1 4 S 1 E / • FA f1WC OF ® ',I� t/a'� -7LO" •• MW 4 TALI- /14.r• 3.ILs. - dd E, C"11 IA/ /0 �,//�[' � ' 1 P � • to FW OF ® 3 Y ' NIP gg -1 4.4 A Ca l r 1 N. LIUt c. W h1' S 5. 1 i '� 71 SC,MF.A'S 0 5' 0 / •I 1 I S i // -2a) RUS1 /2' M'n,. 1HNGOrO E1R41 O G. [1.1 of y ''i , y. ,1. ••.]/39• 'r•{ TOM � Q7 (3E2 OCIAM1 ,/24 a _1 - ML-70 M.S. W% 7 TO CIw-1 VOW LEAD" 11 TNOTE I-:ii t•t L O1ro) I ( II[TA'. I/7. 4 A CInI. H -/^1 4AI--- i 3IT,r NNu W AMID /li.l•INS •AI I_j NOTE t4(4ft, ' (D ® 'I IpA j� re.I i • CA END W I"= I r •i. taH •. G 9 E I R - Wpp He 1 1 R[DUREO "SEEfM?A1 1 A b i T ( / I 1 NOR IA Op.INM) -•� � y �T _ 1 + I pp(( . -1 0 NOGG "Am """" ' - 2 0/TO' MI6-- I 1/4'•-30,/•' _ y/ISCWL •V+ ` `�/ _ - .144// I J / A.1/3, TYUN /.'R-70N•1/•• - to dA65 f/0•it (a?- 119NG NLIt o T.I- - fi s,.Ass. LA. w/7/A Ra,f!"l' � Yd- .1 a R I G - I 12 02. 1) EVERT D4:0 T P/R' Mln I I!- ,.,. IrR( RrUVFNULP A j 1� A --'---VNMTNIN.-_.- 1 �EEI .'r 20aW* •- ILA CLASi I 1/.'&&3/•- $ 9CPNMTgn .�.. ( iP U' �/ ._'I Tt0 RATIO MN 7/p" 7 Y _ ... ... WW Q y0. i 0 9NPA I � - tlYEAUP i LVr.Y YMRLAP EI 1 g ia -� I ,ON W` Ii i e"r I s p.. 0 1 A r 79.3%4' M.S k 3 fanf $$ M r I iPwhNGNut#0 12' bC L4 Ii_S I__- .. _ 1 -..-. i.Y ,nq IN .Ii.M.S . r PAMNMAP 6I � IF.1IV ro 1i NHMN W f .Y ifl 2 EL R RUS w/ Ca+1. _1 _.. E,. •Norz M RFIIM)TMC/.'RA•,� �.. _ I M % 8'•J 37 WING 0 I/2' O.0 21 ( 1• Mm "- (1 /•'I LM St.TIEWs 0 0. or W/ (2j 2'N' • .M1r' I 4'R- 3 4 9 ,y -� I: .1 ,.230 I 1 './0' Mm OHRGOFA MNE-ONTgN n WOW PUTS RECUOM 7/9• / NUX" •9 ��w�+'I�Nn•3/•' j 1N OF PAAIL AT Am 2000 0. FLAT OR ON roof 1 4' Y IMAM � NOTE ,A AIM) I: 8 1 •-20A3 4 ,�N s. w/ 7/R•ral,Y 17%/97 PEIA7IM11W �12 V) %14-To PAN It PLUS W( *:�� MY, 0 12 0ffiffiy„N Mlli Of, rfA I6GC '' 1 Min / MNE1iMnW LAG SCREM 0 O' Ot. W/ I/AY Va JCRLIYS 9 6. OC W/ Mm (2 F's4• 1 1/2' MY THREATAO IKI/[TMTKW 2.1/4.0 2'A4A- NN (2 2 a A MT' ALTERNATIVE 2 M► SouIC NFQ ATMs N FeOD ^p--'•-- - 2•N' WOOC FTM - W EMF SCALE ,/4-..1 PLATE RE6UIRFD FLAT "W 7ERNATiVE 1 �p ��J� y� SCALE 1/4`-1' �TaHTo#6'ETT9P3'}.Yt""'r ILA AA�RNATIYE 4••W 1. VASfAlUT,OMS ARE f2,lI VAUO FOR BUAIXNGs WR'M A5.D. QE9,W+ :DADS SCA;E 7/.'.1" UP To .86.0. -15.3 On AND PAHU'S LLNSTN UP TO. 5•-,0• �A1GppHW,A 1'�ft11I Sl. '\T•T�,.... ��/l 9ALE 1/1'. 1' 2. EU9 NEW wO90 TRAYS CONSialIC'TgN. WOW IAf11DfA3 10 BE 50TJIlQAN 47 PNE St'iOeTC ''• i Nm, a, w/ DI.NLIIY OF 0.55 OR EfAML ?'3Aa''�\CENSE '�9 I FLORIDA11 S BUILDING CODE NI h VelocityNurNcattle Zone Nan' - No. 4 .40" 11"Ka. INC. . = 20 GAGE GALVANIZED SEE stu"FAT LAC NEauRMAr" FOR W aP 9•R E A rwA As TI• �. STEEL STORY PANEL ORION"IN WILL AS PAtlI 1 Cbw1f.CINW W TNX:n OR AT 00 B'ISEO ON Num AWApt - _ Y AaboI OR xnno . WsrN•uTWN RAPE Q,N x A[a,pNO 's -�. STAT OF r' :�--'• •�+ W u/Fme sP,C. rl0 Opp y Iluc GLOBAL PROTECTION PRODUCTS LAC. j,4R. ,w----'� E ETR raMNMAXN. nt• ITN-,N. BOrS. 61 war CONDITION A ANCHOR''+a s.� •• 321l. 17P G /% n.. IN. M, r Ja wM44 A m,« FN174r: �iRO•MRf-INTER 20-t 76 R BOTTOM WINATNGS CAA w. ,pwww IN ANY I. [N0•Nw NAY f0 3Un AM NSIALUTON. A N t. ,,.. a", rn..,AY M • ,RF"""11 ,T1. Au, ""I,IH M G-0000NP NN w. •• Is4" 0NWW44 R.. NOTE ShUT1EA�"W954NOT 5'H0" rOR CLAPnV Ar sW"INNIN"Ptea IE " P-•q WATER A /WUi "[ IIRII " 4f M q�PAMFI_Sa. Llr"AIyO AT TOP OR 9DTTOY Tam TRACKS.IZ) DanI 19 MAXIMUM PANEL LENGTH "L+" OR %-" (".) 0 MAXIMUM As.O. DESIGN PRESSURE 'AIM eT. . or - (P ) ( ) COWAM71 At WOOD NSTALLAIMS t LO L. 20.0 N c,o• 7 M 2 0 _ _ �Pe..O0 300 12'-O' 1r-e 11 -9• f0-9• a O I to 0 1 0-0 440 __. _...._ 300 Sao eao eso� 9-e- e-1• __ 9-,. a 7' a 3 _ e-D• __. e 4 a -O, 7 7 - 7 4' r-4, Mo r -e MO r-3• •_)O= we fto 7 y r P r-r e s` ,. 10 0 _ MO 8 ' 9' a 9- a -2' e_o• - aW.O e1-5• 1-T4 !0010 ' e s'-e• rro.o� -2' ]'-r �rFao_ ]'-e - 11.9.0 5'-/'• ¢HNC P�NEL¢6)N SEIAIAIM AT EACH EEm waH TRACMs._fL_Z_Lju_" yB D.M.. Z0, 03 , OI•Et'T MOUNTED AT EtiH ENO• • MAXIMUM PANEL LENGTH 8, O r L "L+" OR "L-" (ft.) 0 10WEIUM AaC. CONCRETE a WOWOOR PRESSURE RANG awk"TNE f (P ) f. t_) 2k0 11 A F3 O' . no _- I2•-10' W-7' =0 IT'-B' r0•-?- 36.0 G TI •-r0• i'-9• - 4a0 1'-e• e1-2• NS-., e•-i' e'-7• ____e__ __-- .. e-s D_ e -- r -1.0 � uo v e i'-2• _____.!!.2____. !_e e'-Ie i1.0 9 a - - 7 -e - ea1 i-o e•a• --- •wit ­­i-W- 8-3• Af o / 7 3 Io . 100-0 - i-33 S.- r IFQO 5-r' _ /F5.0 - • -to. ,TONS __._ „ ..,-e" MINIMUM SEP#.QAr" TO CLASS SCHEDULE µ A IAIGUM WIND SPEED 4 170 TILPN WIND SPEED > 170 mp.h 11A) UNRESTRAINED I RESTRAINED WAWESRWNED RESF -NEC 30 OR LESS 1• 1• 6• I ye >90 t0 145 I. 1' >145101 i• 1' - 1 7 112' MINIMUM PANEL LENGTH CIn1 FOR A OiVEN MOUNTING CONDITION TOP DREG 'A' •U' 1.51x . s'TXIjpS' STUD 'P' /OAIEµw' 7I��SiRIrEGN 4L,IIIIT HEADER HEADER TRACK C*O]UKI - DIRECT rouwr 48 32 1. 1. S3' S0' 50" 4 15'X1.5• I"- ANOL.E 35 32' 32" 32• 42' 38' 38' A T IRACN - u iz 3R z 1 50" 32' 3Y 36' b S6 5e D.M..(J3 . ®or® 2/4 ANCHORS (SEE SCHEDULE ON -- SHOTS 9, 10 all) 1/4. 3/4. 4/5, 5/5 At 6/5 1 W/B. 2W/6. 3W/7 & 4W/7 - )i}----�, .. r -1.` -1-- r - r. I - T r - f r r _- - -T - r - r-'--I -_-I I I I tL 1 •1'i[ ",-, ..L '1 , . k'. _ i _ li _T_ 3i .I i , 11 -_ 111''' 1 a _. l I f I I som P MINE AS a I l 11., :' ''I 1 I I 9 ff �- _ ( I Ir eOLIED,.S... PANELS IN / 41-20Rt' I 5. T W • A i S.S. N BON, (1� E'A OVC LAP TII PUCA@LE1 I , I (SEE SECTIONS AS M,Pt.ICABIE) ,. I -I �I I iI , II II i.11 T i I . s �i i 1 �1 �� i, II 61 , I I i i j { - I ._ -_i- - 21 d- - O _ O _ _.._ _ .. I 2 4 / -I• a N 1 4 4 4 5 5& B S ,3 S TW/BI 2W/6, 3W/7 & 4W/7 '- .. ANCHORS ME SCHEDULE ON SHEETS S. 10 a11)- ...,,._... ,.. _1 REGULAR STORM_ PAIL 2.087' NITS, CID ELEVATION I/4• M4w GAP (MN. DOW -t INOLE wum L I/4' MAX, as �J �I~, TION A` -A ',..',J (1) L.: MWMN ALLOWABLE PANEL LFNTR FOR A GLEN POSITIVE ASO. EESION LOAD L- MAX. ALLOWABLE PANEL LDNOM FOR A OMEN NEGATIVE ASIL DESIGN LOAD. (2) PROOD UIK 10 CCTEM" INWMU" PANG LINGT , GIVEN A PO•tM ASA DESIGN LOAD, MIGRAINE MkQA M JIVAEL LENGTH 'L.' FROM SCHEDULE GIVEN A NEDANE AMID DESIGN LOAD, DETERMINE MINIMUM PANE, LENGTH 1-' FROM SCHEDULE FINAL WAMUM N.LOWAINE PAIL LENGTH 19 WAN. TO TIE MINIM OFTO1yNEp MALL LAM M SICTOM 1.• AND 'L-*. (3) SEE SCH RULE BELOW FO1 MR. PANEL LINGTO FOR POROSITY DUNJIVATKW. INSTALLATIONS "m WOOD ME LIMITS 1p H 95 ILIA WAL ALSO. DESIGN PRESSURE RATING SPACER Mfg USED. k j $1•. D. 44167 `. * C^: Tf TATE pF OM 1%=C0 "C. IL E C O 19/e: 24 GAGE GALVANIZED STEEL STORY PANEL yyrM'e, GLOBAL PROTECTION PRODUCTS, " DM� S F D'" `• .i�:Iv ft ?Y *4 Y /' 'SIP% ,IRA ILA, H mw1T FL ]S7,• • «" k. r ,11,. W<M A . 20-175 %Ass1 'iN�7Y\ r CAW m.1." . M • ONR ", - - NWIE. (M,MM`1iia FAA LM•W0I-M7 INSTALWIN DETAILS FOR REGULAR PANEL (j) I----- INTO WOOD STRUCTURES _.. -.,_� ._....... -'.'T' __ ,......... I ,.... .... , .. t - I 1,� E..- -• illWOOD ANCHORS j1 I I sc ON 1 ' SCE (0N 8NErTO 1H11DULE G:, H 3 ONY-I I SHEET +•,w 9",tS � jf "1.1 'htl�PR -. I - . I 11 4 ,/Y ac i .::.. ��:-�:::_ .I'--' Ry4, '' -- .. - - .. 7. _ _ _ _ ... I 1 I'i j•' ( EXIST ____-- - PANEL LENGTH RAID EItOER,- '. "t WOOD ANCHORS k ..'t.- II I : GI s f (SEE SCHEDULE , ,... ',! ; , j , (SHE SCHEDULE ON • i 1 1 _,_ -:.- _ -_:: __ ... - .-..-,-: Oli 1 TOR I/1 SHEET 11) I SS , 1 40 T SIN= i/2"; MAX. .. .-LkvOl : �. -) SPACER ( a -' '- ' P I ..1 ', I .. ''. ` L_.-_-1 LENODI i 1 MAX, '. - 11 !' . . .�.�.. .. . ., Wow HEADER - i� ', , f .. -_ 2 T Y . 7 I EO I �' A ___ URED 1 EQ . IA ,/ ;'Alip. , '.I - .: ( .', S, 'Min. �, I1,. � I j `y _. � "_--- ( 11 I �r•- _ . I �r- II 1` VAX LONG ALLRDIIUM SPACERS! 12 I/2' I '... I -.,L I� I I V O.0 (SEE TABLE 111 ON SHEET I1.) I Min. j _t`a \ I 1 i. (i SEE NOTE - IFELO* FOR LIMITATIONS FOR • • \,1 MAN. 1 ,/2- LONG SLEEVES. To I; I' I, CLASS.. PANEL I I PANEL LENGM ' !1}-- (SON SHEET 3)EE r I (SEE SCMDUL.l I I (SEELSCHEOII.F I SHEET 3) 4 1 __PLUS ANTE CHEDULMALE ID OR PANEL MAEE ON SIILTT 3) t_ L ON SH _ _ _ _ 1 1 1/.M-A0.1• f _- � 1 -. ., 1) 1. II I (SAE SCHEDULE ,XI SIKE'f I I ) 1 ]A WL3 ARATION 1 _..' ,• MNon10101 r-� S .� TO"' i EXAS',-Ly ; PLALA'Tt _ .- REWIR® CLASS SEE SCHEDULE.,.. y I i - ! .,> ITN * 3) a1RECT SPA�C�� �L 1 (, .., ( ��M��OOUppNyyT��yy��4��L�� ( _ -._V � '- I - : WJ ` ! ALTERN�3/B"J VEAIiEE. 1 .., -_04 1 I I � )_.] • i 2 If2" O.G. sit IAOLE (.I ON SHEET 11 FOR MAX, PANEL LENGTHS M 1 i L. 1 MAUL .D OESM+N LOWS FOR THIS WSTALIATION. f` EO 1 I11 I {II� ': -- 11 I f F Y WOOD ANCHORS * * NOTE. I ui I'' STAGGERED W/ STUD -_ - r � (SEE SCICDUIE 13w i Wil 0A aW a 111r IONS r jU L I:' m-i , ,1 SHEET 1 t) (1)0•DWLIUNII 0 LNNItO ID A DIAL e1aRY 911NBIIHLO MN le'-0' ,I WAIT MGM ROO Man (THIS B A RMIIW•M FROM HIM 2'K4' WOOD -O IIIMQDL` I i III"LWC "MIT OJWOMV *AIM= ON OW 11). PULE REQUIRED '' WOOD ANCHORS I T. 101E WNW" To was YeNkm 1 'J7 ri^ Wow . - L 4 ,,. ' 1. 5TASGERCD WL STUD ON /MIST ] 96 N X01M1 IO 1/<' A ' PLATE REQUIRED U7 AMDH101. 61MC 7,•U 00101GM9W1 M (N YAC FOWL O LW III' . _I (SEE 3CME'DULE ON 1D119 A ,IE FrALOIRN oaRonMls AR[ - .. I" NAq " OWL DE WANE NM AT O I/4• . I % SiEtT „) IXMINID Ink 1 (RIM • A AE]1MCTIpp FROM if 1/2' aG. SPAWN MLdIrD W Sim SIL f (u tlD DESIGN ING'MNC i I . ,'' Rmi/V"M Leo, -In AA.t. (3) VAX 24 UK AN6 IDI MN B UWU TO W KI N" OPENING' I .�, � R � FROM tAMOBR MII[l IOCTM NIDWPD OM __.....__ (2) 1000110 1101a VINO Into" 0 i (3) ]IOTA PA1t6 RI/IALLANM • ORLY (A), I/9• LO. 6PA17A r.O1Fa1LLNf /IA &ALL K N FDICAT7ED OM I r ON 01 H Ill LING BMLRR a R9 ONLY I==ytyIe "I 0009 rIAMI[ IY11 I SCALE 3/6-I• RRLT 2. I. 2, Il 7���7�`'f]fryOr(�I,�g0E���}E}IEIN�A�y�IEr7yEjl!4F Neo Aw E7tlI1NG YALD WAS ZOOM OY,• E0111i t ] tl POAM •r ALTMOTLJLE SCALE 3/8.1 • (4) IWfALAWN WM9 ONLY TOR FWC 1 I,_M011II ONOW AMD M =0 (Nh 0" a ?HE ROM A i zwmfoul- H, 9 a ] nIR RIN r f ,ME-W8,_ _ RN IL % Jj u ^ -' ----- T TIDIES �'�'�,\CENS •••. FLORIDA BUILDING CODE Non High Volol HurFlcone Zone I Y R 1 INSTALLATION A ONLY VALID FOR MAX. S..O. OTE FOR B 7TON OF N '. RE ,wale 0./ECfl nit IJ. N CON XVII sE� No. 44 T� 167 i 24 DACE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.9.f) AND PANEL LENGTHS * * j * � IIRAW" p: PER F - I ' AS E SCHEDULES ON SHEET 3 £XCET't TOP h BOTTOM MOUNT hGS CAN BE H ( OR 5 Wn7/MM COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') T *'. STATE OFF -- I�E C O tr9c. GLOBAL PROTECTION PRODUCTS, LAC. ODE INSTALLATION. D F! ^Y^ •Q• `ORIDI':• �-' _... -OV INa I�M, 4NM S.r N, 51Mm 2. FOR NEW WOOD FRAME CONSTRUCTION:. W000 I', •L- . w, r r, „MFw A ., WAA•L FL ]Xlx 20-4 75 S/•.•••...•�1 MEMBERS 'TD BE SOUTHERN PINE No 2. W/ SPECIFIC '""'^ W�"+MA'1°,,,gy �,�m.aur ",oWlar64)w••Ttw.rA�(Ma)IE►-nn DENSITY OF 0,55 OR EOUA,. IIINN R cA-COMIC nN n. avw'G "N WAL1/R A lUn A., " ,. ,r x 6NRt 4 d He CIF ERAL NOTES ( n Ir19 Nr Hrr IYIXN a L..Z Nun A1D111 N,IF2¢1 (C) to-LoLbu RCOO :MRL.SFLM) L.LOAInD'._G-�_1L•15-...MIND: 1 STORM PANEL SHOWN ON tIRS PRWI/CT EVALI-IARON DOCUMENT (PE-D,) KU BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4.0 1APCON ANCHORS, AS MANUFACTURED BY I I,IN MADCX, INC WIN THE 2020 (71h EDITION) DI- THE rLOR1OA SIM" CODE, iI115 STORM PANEL SHALL NOT BE INSTALLED At ,RCN .- /14-10 PANELMATE FEMALE 0 AND PANELANIE PLUS ANCHORS. AS MANUFACTURED EY ELCO CONSTRUCTION PRODUCTS . WA VELOCITY HURRICANE 20NES (M-DADS / BROwARO COONRES). _ 1/4'0 LAC SCREWS PER NDA P f f A C WINO PER SECTOR 1809 O THE MENTIONED LORDS fE C .ODE. r WNW /AE - 7 '1 • WI AS T 1 PIN , 18 5 e' WOOD SI48N. � R BU ED BY ALL POINT SCREW. COL' k 5P£CUILTY CO P i A FACTOR SPEED BY T ON H ISIALL F TI PY SPEED AS RED BY 1 URI WHERE STORM PANES WILT. NE INStA1.LEtI AND OR OIEC'RONAL1tt ACTO fE RiOU THE J WICTRN RE JURISDICTION Ro-0,85, USING ASCE 7-15 AND SHALL NO EXCEED THE MAXIMUM (ASD,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS L1) MINIMUM THREADED PENETRATION INTO WOOD Of fAPCON ANCHORS SWVA BE I 1/2' AND 2• FOR ELCO PANELANfE PLUS 3. 9 DNU 12 a 17, IS AND PANELIMLL FEMALE 10 R i U INS P 7-1 BE W ORDE TD vEMRY THE ABOVE CONDITION. TRAITS pESgrl wINa LAND" DETERMINED PER ASCE 6 31Nµ1 FlflSt REDUCED TO ALSO DESIGN PRL"ME RATING BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THESE W/ MAX (ALSO) Ca) MINIMUM THREADED PENETRATION Of LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED DESIGN PRESSURE RAT04S INDICIAICD ON SHEETS 3, 9 THEN 12 R 17, fit PENETRATION INTO STUCCO SHALL RE CONSIDERED AS PART OF THE REQUIRED tHRE4= PENETRATION. ,N ORDER TO VERIFY TWAT ARCHM ON THIS P,". AS TESTED WERE NOT OVER S"tMSCD, A .%W 44CW-ME IN NLOWABLE STRESS FOR WAND LOAM WAS EMIT USED IN THERE ANALYSIS. FASTENERS SPACING t0 WAND HAS BEEN 011TRMWUb IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SMALL. RE AS INDICATED IN MIS DRAWING ACCORDANCE WITH K.D.S. 2019. STORM PANEL'S ADEOUAC'I FOR WIPAV AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE wIM SEC'TIUN 1900.1.2 OF CA) MINIMUM PENETRATION OF WOW BUSHING SHALL BE S/8" 1/4" 0-20 SCREW USED SHAII RE 1 1/2• LONG MINIMUM 51/0VL0 i• WMMUM FOR W WITH NO THE ABOVE MENTIONED LONE AS PER A4CMCAH TEST LAB DF SOUTH I1.ORIpA RESORTS /Otl, 4.pl-b, AND /0219.02-09, As STUCCO EXKt, AND MILLS STUCCO PER SSTD 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 01123.01-tO AS PER Cl)IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE vANELB, 5TU000 0!1 WOW BOARDS NE FOUND ON THE EXISTING TL201 AND TASCOOS PROTOCOLS, AM MI5 PER CALCULATIONS PERKORMCp R ACCORDANCE W/ s[CtION 7601 OF THE WALL.ANCHd75 SHALL BE LONG ENOUCII TO REAM THE MAN STRUCTURE BENNO SUCH PANELS FLOMOA EINLDING CODE ANCHORAGE SIWl BE AS MENTIONED IN C I), C 7) a C.4) 2 ALL ALUMINUM EKmSFGNS t0 BE. QD63-ie ALLOY AND t[MPCR (UNLESS OTNCRWISFKOrEO) SEC SHEET 2 (0) ANCHOR$ SHALL W MOtA.IED FC OMM ALL Of THE RECUMMfM ARUNS AND YPECWXYtTUNS O THE ANCHOR'S MANUFACTIMA 3. ALL ALUMINUM SHEET META USED AT CLOSURAS SHALL NAYE SIOS-Hls OU DY. 8 PANELS. MAY ALSO BE INSTALLED HORIZONTAW FOUOVANG INSTALLATION DETAILS SHOWN ON SECTION 1 TMROLIGH 6 (SHEETS 4 4 ALL STEEL SHEET AFTµ PANELS SHALL HAVE STRUCTURA QUALMY STEEL, ASIM A-033 GRACE W MINIMUM, G-W GALVANIZED THROUGH 5) EXCEPT DRAT MEADCRS •(JiIN, ® SHALL NOT RE USED. STEEL DESNGNADON W/FY. 12.2 AW (AFTER ROLLED). 9. IT SHALL 91 THE RESPONSIBILITY OF THE CONTRACTOR TO VEFf Y THE SOUNDNESS Of THE STRUCTURE WHERE SHARER IS 10 BE 5 ALL SCREWS' TO BC STAINLESS STFEt ,3D4 CR 310 A181 SERIES OR CORROSION IIEWSTANT COATED CORSON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE, MIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS . 500ttllW/ 50 AP YKLU STfMG1 ANp 1MTENSILE STRENGTH AND SHALL COMPLY W/ FLOMM tlUXDI CYOk SfCI N 2.13.4 10 EACH REGULAR STORM PANEL WTn. LENGTHS OVER 90". AS PER SECTIONS 1. 2. • 5, 6 AND NTERNAIrVCS IW, 3W a 4W ON *414TS 4, S, 6 a '7 RESPECTWrLY: SHALL HAVE A LEME AND READILY VISIBLE MAM M INSTRUCTING OWNER OR tEHAM TO 6 BOLTS TO BE ASTM A-,307 GALVAlRZED STEEL. ON AS1 .101 SERIES STARLESS SIM. VAIN -4 N. MINIMUM YIELD STRENGTH SECURE PANELS Wfn! APPLICABLE RONrORCEM[NT DURING PCRI005 OF HURRWJNF.. WARNING.. 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS: I I, ME INSTALLATION CONTRACTOR ,S W SEAIJCAAK AL SHUTTER COMPONfNT f.WAS WHICH REMAIN IN GONIINUWS CONTACT WON THE. BUILDING TO PREVENT WNID/RNN INTRUSION a) ra F ANCHOR AS 6-0 TA% OONPQU - 1/4'0 TAPC011 ANCHORS AS 9MILDEX. INC, (Min. 1'c`•J,92 PAL.) Ia. STORM PANEL ALLATION $MN.L COMPLY SPECS RWGTED W THIS DINING PLUS ANY BUILDING AND ZONING REGULATIONS HE i IM HORS,MANUFACTURLDMAN FA IVRE OED MC JLRt4DHC HOI � PERMIT IS AP T 1(Iw BY WHERE REED 0, 1/4* • " 7 -N ANCHORS, MMIUFAC IV , RY OEwA INCNNC / /e CAUY ANCHO AS TFf-f (ml,, . 300 SOLO -SET ANCHORS, MS UISTRIBIITEC BY ALL. POINT SCREW, BOLT' a SPECIALTY CO 13 (4) THIS PRODUCT EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER LS CtNEPTC AND DOES NOT PROVIDE RFORMATILW Mln r'O< 300G A.I. f A P - /14-10 PANCIMATC FEMALE q a PANf.LWTC PLUS ANCHORS, MI5 MANUFACTURED NT C:IW CUNSLRllCTNR PR(tOLL`T5 OR sY1E S ECnt PROJECT. ,.4, WHERE. THE 511E CANDRIfRl4 DEVIATE FROM THE RED 1/4.0 ZAAAC MAKIN ANC•0 M AS IMHVrACTURED BY DEIVA.i. INC (0) CONTRACTOR TO BE REYP'ONS•LE FOR INC SELECTION, PURCHASE AND INSTALLATION WLUD044 UPC SArrry Of THIS PRODUCT A 7 MINIMUM EMBEDMENT OF UIPCON ANCHORS INTO POURED CONCRETE SHALL Of 1 3/4'. 2' FOR FLC'O PANELMATE AND BAM) ON THIS PLO PROVIDED HE/SHE DOES N01 DEVIATE FROM tHf CONDInONS DETAILED ON LAWS DUI:UMENf. CONSTRUCTION SAYTY AT SITE IS1ME CONINACTONS RESPONOSUTY 13/4' FOR 2MMAC NAILN ANCHORS, (c) THIS PROMC'I EVµWRON DOCUMENT WALL BE CONSIDERED MAUD IF MODIFIED A2) CALX-SIN a SOUO-SEI ANCHORS SHALL BE EMBEOM I/O* INTO THE POURED CONCRETE.. NO EMBEDMENT IWO STUCCO SHALL. BE PEAARTTEII 1/4' 0-20 SCREWS USED SHALL. EF 1 1/2' LONG MINRLUM SHOULD STUCCO EX&T, (4) SITE SPECIFIC PRQIECtS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WR.1. BECOME THE. AND 1• MINIMUM FOR WALLS WIT, NO STUCCO, AND MAY BE NE40ED SCREWS OR ALL. TMREAiIED SCREWS W/O HEAD, tWANEEJR OF RECEIPT) ((DR) FOR TO[ PRODCCT AND *40 RE RESPONSIBLE FOR ME 1VLL ENGINEER CP RECORD, ACTING AS A DELEGATED ENGINEER 10 THE OUT WITH WNG NUB PROPER USE Of ME P E.O E 01 D ENGINEER, SHIAL SUBMIT TO THIS LATTER THE SITE SPECIIC DRAWINGS FOR REWEYI. AS) N CASE THAI PRECAST STORE., PWtASI CONCRETE PANELS. PAVERS. STUCCO OR WOOD BEARDS RE FOUND ON THE EXISTING WALL OR iUbN, ANCHORS SIW..L OF LONG ENOUGH TO REACH THE MAN STRUCTURE 8111ND SUCH PANELS (I) THIS PED. SHALE BEAR ME LATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL ANCHOl SHALL RE AS MENTIONED N A.1) AND M A2), ENGINEER OF RECORD THAT PREPARED IT (0) TO_fk,'LiTNVG LQUICRIM.AM.11MILL A1O1_G;:2O' 14. SHUTTER WWUFACTUPER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOMA - ,/4' R TAPION ANCHORS AMNUfAC'ILRED BY I 1 W BUILOEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED Pori EVE"' OPEWINC. LABELING TO COMPLY WITH SECTOR 17099.3 OF ME .11/4• • 7/8 WR,-N ANCHORS, AS MANUFACTURED WY DFWALt, INC FLORIDA BUILDING CODE - 1/4'0 X 3/4" SOUR -SET AICNORS, AS DISIRIOUTED BY ALL POINT SCA1C* BOLT & SPECIALTY CO - 014. 10 PANELWTE FENALE to AND PANCWTE PLUS ANCHORS. AS MANLOAGTURED BY (LEO CONSYRUI:T*N PAOfkMW11tIN1 - I/4' 0 2AMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALL W 11TW4'....A. r 9. I) MINIMUM EMBEDMENT OF 7APCUN ANCHORS. FLOG PANELUXTES AND ZAMAC NMUN ANCHOR. INFO TUC oCEN ; !�•� FLORIDA BUILDING CODE Non High YeIOCR ElurrMCOM 2oM BLOCK UNIT SHALL Of I 1/4' /' O.?) CALK -N & SOLID -SET ANCHORS SHALL Of EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT. NO RFN7'9MO44 % "NP0 1lRXD. '•C 24 GAGE CALYANIZED STEEL STORM PANEL Owa R,,, STUCCO StiALL BE PERMITTED, 1/4' 0-20 SCREWS USED SHALL BE F 1/2' LONG LRNMUM SHOULD to ERSI, * -,-,I �N wR,AAud 1 AND I' MNNLIM FOR WALLS wl NO STUCCO, .}1� STATE .'^ � / L_.iG C O Ir� GLOBAL � � ' ' • U'• wm '': 8.$) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARD" 9[ r-M 'REPR1 f2�-• 1 w I.. 11 w1At"N ,I-,' EXISTING WALL, ANCHORS SNN,L Of LOT. ENOUGH TO REACH IRE MAN STRUCTURE BEHIND SUCH s�. 6\ / An.. - LIMANP-7NE - M0.)ep-4„r 20-175 NYy' URN m_I4" ANCHORAGE SHALL BE AS MENTIONED W $,I) AND IN 9.2). /ONAL I""""" MO G-6 1. IN„I1011 INVA AL Mx/Wew4UA/wI A nr4W r.. rc m, w , WRIT IF 19 INSTALLATION DETAILSFOR REGI��AR PANEL CI INTO POURED CO��,�� QR _G4���f�@l�� STRUCTURES POURED CONCRETE ._.-pIKTNG P(LRfO CONCRETE -=-0 f OOR1 OORR eowcReTE LuocK eowcRErE BLOCK PEOVIIIED :✓ ,,, REQUIRED. CONCRETE ANCHORS_ /1 CONCRETE ANOFgR9 r (SEE SGEUtLE. ON y,•y'('� (SEE SCHEDULE ON /' �., EIUsnNC POURED SHEETS 9 THROUGH 1w `Y ✓' ....��/ SHEETS 9 THROUGH 10) ✓ ! , L p L CONCRETE OR '1 1 a `;/ CONCRETE BLOCK .-! . ) �� i;,E¢LI I Y/i 1/4• �. /. T/2' I1/4' REOLAREO. -_ HW WAY "'asP_ CC !: /, _ IIA>:, I ..IIP91. ... __... , NCHORS ,d _ , 1a; '-_. ML.EO(. _.... LC y d• i E t) � Ii I " SHEETS 9 THROUGH 10) 1 x. y ,r ` 11 I /11 s A %' f / t G /// J 1J L R I i -_ � . Y - 'k SO3 W I I,Bh- .. T- __ a3, MR,s w E D 1 I I -:._ _ 1 _..,, 1/4'M4a1• D _.A- ,_-:f - +/•'r-Iq,' I r f r; I I I SEPARAfIO/I t ..... A M. oA� R 3EPMARON 79 I .OBE Alt IYl•t T a F TD GlIL45. I TO EHwsS I 11•I a RAIL I Z" * X "`T ' I IBrRN O,11 T"ary t ' t E%ISiNC (SEE SCHEDULE LF I •L• Mm. (SEE SCHEOUIE , "I -..N p ON SHEET 3) 1 r ` • ✓"- ON SHEET J) It -_ A I.,... CIASS I ,■, PANLL LENCM II I I (SEE ttCNEpu)f n ••, I 1' M-I. 1/en. SFAARAi,gl/ I 'l' M. I (SCE SCHEOULENGTH I E scwSS PmrL•'I (bEE bCMfDOLF (8FE PAWt LENCM 1 1 ON 51IEf? 5) I �, CONCRETE ANCHORS L .., - _. _. gp{D�E I I.:. (SEE SCRI:DULL ON '. j YA 1 o I ON SHEET 3) I ON r 3) ON SHEET 3) _: - ; _. SN THROUGH 1 ; - [[TB 9 I N I I IT Sd %I I E ST I I 1 1 EXIS71 I F V ILO OE/55 ll I 11� i y CLASS I •• W%, SOX 1 '., r L < i OF 1' I ( ', 0- ; I .... 4•••1!0„W,8 I 1 pr 60.ti Y AWL. '.. J 1 l / W •I,<nc I / I I r' C.D L. _ ? j [ 0 I ED. 1 LL EXI��P U P f,y ). I . / - Oft:'. • 1 1/2^ O.0 : (AS� ): T, r; 1 . .+..-:�•119uLEp•I,D•�IO-9 4 CONCRETE BLOCK I I CONCRETE ANCMRS _. .. -' '. J 1 . ... p_ REQUIRED, (SEE SCHEDULE ON - __ ..__-1) -.,•f, _. t._ .. 1 I. -to ro- ., %4;• 1;,".- • 17 In• a6. ,` - ,• W. s 11 R - T W/m 0l9rir SQUD - .. AtE LE TON r� /�:.J A K USED a w/ WHEN . Ex6TMN POURED CONCRETE ALTERNATE CONCRCi'( ppttlSTNIG POLXED CONCRETE CORCRE'1E 1NCIIORS AIIF USmPANEI.MAra REQUIRED,CONCRETE ANCHORS ._ D1R COrICR[i'E 9lOCK REQUIRED. STAB W/ STUD, (SEE SCHEDULE ON (SEE SCHEDULE ON sterts 9 THROUGH 10) SHEETS 9 INILFWON 10) BUILD -OUT MOINC RECT WOUNT mI• a9cAE %II; 9GAALE 3/9_1' .NN""RIAa!IIL% i.. � ;� . CEN FLORIDA BUILDING CODE Non 10 h Velocl Hurcican• Zon9 g • .44167 t _ tln'n `LwA0' � 24 GAGE GALVANIZED STEEL STORM PANEL to NOL...EDfl�41l�NEd1S>d..uE SECTIONS 8 It . k i A aftim 'n E o. •EDGE DISTANCE STATE O%' �'` I L E C O Erc BAL PROTECTION PRODUCTS, I.I.C. W mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE _ �••' -- p�.- F� P, I� SHEETS 9 & TO) COMBINED IN ANY WAY f0 SUIT AlY'•] ORIIJ L_ «.r 4AMOIl DAW- '• 20-175 F '' ITIF •�''E� IggHR; FAIL INSTALLATION. -aNA' �Q .... G� N.I.. tm n •, r. I o,N m-Hfl, (M41w9-7Na (961)III/-SM r Ckr W. G- .... 1 TUNCA' PR man A 1AL0 r, P.isrL tHm . 0/ N INSTALLATION DETAILS _FOR REGULAR PANEL (jam}, INTO WOOD I. ALTERNATE LEG •-. U)GTION 4'AM - r ,.. . ED. ST 3 WOOD - BEAM REOVIRfD. 57RlNCi REQUIRED. ADEQUACY OF EXISTING M'OGO ' REAM TO BE CERTIFIED BY RECIS1ERED ENWNEER OR '� 4 ' 1. I,�: I, /, ... L'.Tl EO 'V",AI% ARCHRECt PRIOR SNUTTCR 1NS'TAL1ATON. 00 ANCHORS ALTERNATE W1T00 ANCIHOR,3 11 I' - I' MKn. ••,. �1.I".� ..(SEE SCHEDULE ON (SEE SCHEDULE ON I •11' NET WAWR HIM to Iwo OR } . ,/4•-20./ SR Ma r/ MR SHEET 11) SHEET I1) r � :,�f 1 0 li r do 1 '^ �' 1 2' / - ' 1MAX. I . _.,I WOOD HEADiR_- ,•. (; �; If2' I - - .. H REOUIKD I C t/41r-Ia,• 571µ�_�1 _.. . -.. 8 NEAC a . w 9 1/ GLASS--'1 i ' I c _... 1 A 1 W000 ANCHORS 2 I SEE SANCHORS ON " I(I'i - Ia III 1 Min. I swr 11) I SEPARATION TO j q� ''• �.,-__.__ �} i ... ',. T.:l 1 OLAS .(SEE I t' rr i 1 SCHEDULE ,/•Y.Mr1• i_.1 L� . I , 1 ON SHEET 3 I IqO M I NOT. SCPAF44TMON TO GLASS. I ' ': M (ur f0N INC Vw, 60.R W II L B.q 7.4Y7 •I.. ' IEt.E SC/IFDULF ON SHEET 3) 1 SAL 9 l' PANEL LENGTH _.__BM � I ..._ .... wIA I .-, PAN n LING H ! ... -. - N 1 E ran A r-a1 (ON 51,EfiEDUIE _ .. ` tSEE SCNtDLILE [XISTI((�A 1.-.,_._ Gp1AAs95S �-''I _- �. _ .. .� ON S/IEET 3) ( -_ ... 1 (f) I .,:. ,Y - I 50i - CI) OF 1 t OF 1' i I 11 j / MM. 1 Wi%. .O /� .. L9 T`�.... 1 1 12 1/2' O.C. - I _I I t11 .' .- I EO ND FR++SNI_ EC I '/IV-R•,iMo ML3 AUOMRb �', -1 - `..� * W • 0 H/A• or. 1 i I Y..,.... ._... 1.. 1 - --_'Y_-_- y ' ,. ''. _.... .. 1 .. 1 , - •II8' WOOD '" .. :] ANCHORS -..CAL RCOWRED pErOUNED PUTS ,i _• 3 4� .".. (SEE SCHEDULE ON (SCE SCNIiOUt[ ON ,,.,.-- 9YICET it) SHEET 11) -__r-.. �. -__ ...- _.._.,.• ' r' .. ",-.__2• MIT— _-•' "- - _.. I:' .. CEILING NO FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNAnVE 3W ALTERNATIVE 4W srxE 3/5.1' uHHH,«I SONS 3/8.1• �L� �CE1v, l� NOTE COMRENATION OF SECTION:; • a * No. 441B� ,- FLORIDA BUILDING CODE Non fth !!!!M HurNcan• Zen9 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS-0 TOP & BOTTOM IAOUN71NGS CAN BE DESIGN PRESSURE RATING (p.e.t) AND PANEL LENGTHS $ STATE OF " 0 Nmo' "c 24 GAGE GALVANIZED STEEL STORM PANEL I.P. COMBINED IN ANY WAY TO SUIT ANY E }�•'• BIND AS PER SCHEDULES ON SH ET 3 ,q� INSiALlAtION. 2. FOR NEW WOOD FRAME CONSTRIiCT10N: WOOD p�'' f/OFq •' w ;- JJ--r m/II/>me (iL,DBAL PRGTECTiON PRGDUCT$ LAC. MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC -- iL INC, • cwm ZONAL E DENSITY OF OM OR EOUAL. AM L.. 61 WNW 'hi ✓ �`•'"" AYR. RH-MMMWI,t le.R SUN .If"wW,a1" 20-175 PW MO& OIMO1N O-a rAX RwX1I0-MT i4Y¢ NY/"I W MN (AIHIPINN NF. of YIMJ00NMUR[/MR G-G45Twor, A rent " 01 am] IF 1I •4-•' 0 0 .0 _ 0 U N 0 2 ca. -Q O C .a CC 0 -0 ,� Q- Cn 2/� C N -0 0 2 'L C S= Q IN 0 a: 0 Cu > cn - � cn O O CD_ /L� E� m -0 .a 90- Vf'^) r, J era O N N � AP- I I _o •� - a) 1= :1. W Q L L' = Z %a• 'r. O CL. 10 11 CV -m m 3hlc ti. C _ O .= !V t o y 1I W SC Iz - c E G Q .Sr V OI W .a U at C o C = T V) CL _m C E 2 O C1. U L_ a 1 , O U) CDL CD U Cu O 0- L) (D 0 V/ W Lu Q Z Z Q J Li SHEET N0. SH 13 END CLOSURE Dn�1LS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURE$.;_ VAUD FOR (REGULAR. UFE SAFETj' $S E-Z HANG STORM PANEL 1) SYSTEMS ,' 1� COpCRE'IG -I ( OR 0 v; 1 I 0.oa oR 2*. r . .Oar Si Oa H r M 'v ® ® r� PApm vARI, 1100-16 ALLOY Nan. AL N 's NW `1 1 TAANON • ,Y' O.C. - Y In' sr: I. .` 10) _ MIA,. O R[O 11 "m 1 ,/a'► . , sµ• TAPCW rl aOCA 6a 2'.a•�^M>D MM�L'°- ' POIRFD F''""il Rcolluao rnNN10m BLIOK Aolom 0 it 07, . a I/3• (1 �-, ,-;�. 1. r _-(�; M.I. - OR 'Y4• FRAME - 2 wOGD 1 1MLFvANNFt - u, -cw y; RlWOEO k �1 3 4' 1 , ' k W 1 r- ,I�,. , „.; a„ , r ., P ! AMAa cur I r• / Nn 7' . 2' . D55• ro KTCANA[ LID LDGTKN k-' �)' ' • I!• O.C. I :L IF MES /"1 ./ i/ r.,OSrconk:- iy\i,i '�:''.. S Mm.. Sat L KW, ANOLI M'v,II , I ppp Jim "16♦ SHFLI PIARED LOW", 00mc m I I_ , - IEtK KW. PONT PLATE MOCK OR 2'14• WOOD (MAIE 1. fire N - M'DINII(A 1 1 I 3 OS N 011/ 2 + a• ,1 �z ese3-n KLor J 2' I 1 N 1a cart. Kw. ANaI /' / Mo.. / Iv 1 � , w.. CAP r � 4 ert.... ' �1' • O 0 1 0 T• , Oi-Nfe OROfU NCO', M N/.MORON Can n. NIX] S A LAN) CASE B PLAN CASE C PLAN) CASED (PLANT (P SCALE 1/4'.1' SCALE I/4'+1' SOLE 1/4'. t' SCALE 1/4'.t" _ - , - - I nQA-Srr On CKx-M i M EUb PANE MAT[ POOPED ,MN A ,rF11AE 0 ANp i- .. LQADETIe_IS,. �_ . .. ) +< 1 OR amNCKIE ow so or OP NI SCMWULWL PtN6 SEC ".v" ° Ix,ICIC �f� _ 1 + ^O FOIBLE , sX a a g14' IWes tclEolAL ox WflF - GR NDOD oPNWIG W ICH1 ETC O,FRIA plIV AMES _ AS 4PRla1BLF N. P ,RAW 1 11 _ w ANa Hrouuo a e ) -1 GVEMAP BEYOMO Y . b" 14P1OPENING 1NDTN) ..PpuPYaIIEOtAIED i I;�• : ;�., `r�;:.; &-13:-La ?c7- KQLNDR Ya•lroo° rWWE � • '`LB 3/.• AAV .fi 1 1 a ,., N i I— a •© OR® 1 _...) VARIES �/" I ,`-f-'(,Al6Eff W WAORFD PUN, A X"�----- aw Am" Wvmp SPAWLLEL ow PNKI)m $' Ma I K.. O.0 DSTANce �Ir ` 'y1,�. (1) �7T4. •. 1- /^r/ ter--•�,^, �y lull / l y, --��` /'- _ At,-- I ...J "". "M"N CASE G jpLAN) - \\\ ' °. Mu ♦— � .r!4/r� SCALE,/,•STA �.__ Ain Y VALID FpR DIRECT' IADUM INSTALLATION ONLY A �4•; •'`�(,ENsf •.'{9 _..-.. • aC C[Rnf7E0 PANEL INSTALLATION AT WALLS W/ f NO. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4• *. * :Ie FLORIDA BUILDING CODE Non High Velocity NurriCane Zone CASE E (PLAN) CASE F (PLAN) I .mar OM � PIL 24 GAGE GALVANIZED STEEL STORM PALL F.P. SCALE 1/4'.I' SONS iµ",1' '. DA`�;. <ORID •�,,' /• .� •aa 77--_- IL ECOINC. �L PROTECTION PRODUCTS, UC. 07'FF.: �/ F ",�tM k •aro sW. a, snwL, P,E4i NLa. n. SS1t4 ,. Mp 4L. r a N.r 4�,MpN, R aw 20- 175 Fw Dln r,-4b .Ili ^ tNU D,-,w Rv L (".Me. MAIL m l6MHah6Ta7 .•r IA.I,r.., PN41.Ia fa oomisa .t KN/WOwTu4N/p.1Y wlLiEllCA liv, W. as 1 'a gMCi 6 or to MAXIMUM A.S,% DESIGN PRESSURE RAT N_(payf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR EGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1OINSTALLALTIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 III 7) MAX. A.S.O. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 0 7 AI PANEL EL TAPCON LAG S0RE11' PANELAATE PANELMNTE YfD00 6U51Nq PRESSURE RATING �A CG 1' (F.i T,) FEM A E 0 PLUS (T') Ir 13' 1]` 13_ U" W t3' ta` ._ 13` 13• Tr 1W- 6 / 2' 1 •• 2 6 1 Y'- —� ,.-_o1.B 6 /2 / Y e t a IY 1 2 / 6 1 / 4• (BUTT .') 5OR 6 e e a Tro-) LESS e a e B --- --"' (ear"1DM) - ,_13 - - ']�� -- " ,3'. 13 _.. W OOP) GROG -45 la 1] 13 - ll 1S' {fr ) OR LESS T3 s , a t3 a a / w OoFI 1._ _ 6 2- _ b 2 _6 1 0 - - e I 4' / , 1 ' a Y / e 1 4' / BQIT• ( ) ro _ 1 • 2 / 1 • n 1• 7' 30 (Bo TIOM) 10 t • Y 9-T n - _ 1 • 2 a ..._0 OOP) 13. - --' 13' -" 13• -_ 13• i/2• I (WITOW) • SEE TABLE r1 FOR MN(. A.S.D. DESIGN LOADS k MAX PANEL LENGTHS WHEN SPACER a IS USED, tX)RAESPONDINO ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D, MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON SHEETS 6 A 7 APPLICABLE MAXIMW DESIGN 147U OI PANEJ. TAPCON LAG SCREW PANFL ATE PANELWTE wow BUSING PRESSURE A W4'1 tENOTH (p. J.) FEMALE 0 PLUS OF THEY (ft.) t]• 13• 13• t3' 13• 1W _-_ .___.-____,__ -.._. _-... -..--__T _� - _-__-_ - 1 6 n , a /a , ' a /z 6 1 - n 6 1 --' n tTaP1 _ - e l 4 2 1 1 2 B 1 4 (ODOR ) S' O• 7 7 ldD ) aw tttw i._ .. 2 e e 6 - ,J _ 13 — 13• -_ ____..1J. _. .-_-tY OOP)__. > S -46t IS _ a r {W BaTfOM To +75 -rs 13 _ 1 3 13' IS' t0 /w ) tr t3 IL--. IS e / W (BOMOM) /n / / (!l 6 , / _ _ (eQTT •) -. a mIr To ..... .__ _ _ _ _ d t / 4' _ _ 12 11' / _�� 1/2 - !� 7 1/2' _ ,/a' - -_ SAY T!1) r' S 3' 5 1/2• - 0. --- ____r .� YX (marrow) -'. S n _ (�) 1 • ] I • 2 1 ' 3 - I3" _ • SEE TAKE /t FOR MAX. AS.D. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER @ IS i USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHM B J 7A1M,B. I A A.&D. DESIGN LOAD MAXIMIM PMEL LENOTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6•-2' a 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS .tt W/1N((fla• 4M1/"j1/2' O.C.M _ e . INSTALLATION DETAILS FOR UFE SAFETY PANEL C1� INTO POURED CONCRETE OR CO CN RETE BLOCK STRUCTURES 1/{'R ,APLON .E111111NL POUIN.D t/4-P TAPCON.._. ._. .., P°UREO ANGCOn • 9 dL s y CONCRETE BLACK µCtlCt 0 9' O.C. CONCPEIE LOCK );{; REQUIRED. IEOLRREo./��9,1 ' Y , .t/ A' TD• ... ,r j E0 I" 1 y r F ro !k. 1 N i I N 1 `J O--SEPARATION I ``J AI 1/4"►Spt' 6 t0 OUSn .. 1/.'♦-1M,' : 1 a Ir f I I 1 wonH oIw r-a'i ING..AAI I I it i T, Mot CLASS I ' -L• W.N. - PANFl LENGTH ,°,. _ - '.. _..i 6' PANEL LENGTH w „','.:f } (SEE ELEVATION r 1 (SR UrmutN II I MHI. ..,, I ON SHEET 12) N ; _.... _; ON SIEEI 12) : 10 GLASS I R 1 _1 I a 9 i 1 r EKSroNG PI1LMEp EDa 1 ' ccNCRaTE aR / :' I .. .. CONCRETE BLOCK REOUOED. r ' 31 a'. OIL 1 r) 1 1/4`s PAN[LIMTB PSIS /. ... ANCHOR 0 ,2 In' GC SSEMLA BEE MEL7S 15 A it IN A/CMINIS TK It SPACING PON kvmLAI*4 Nro WOOD MAK OMANI & MOM N ANCHOR yVAM AND MINNOW MOIL D9WEK:E AK NOCAM ON THIS SCNE6ULE. POR LO, LEW THAN I101CATCD ON BCIGAICE ADVICE ANCHOR SPACINO By "ML"a SPACIM SHOWN ON SCHEDULE r THE MOVING; FACTORS. FOR 11411 OPONttON TO K IN SMU. ACIAL O SPWAW OWA#Im LIVING FACTOR SHNL trot BE LCU IRW OIaAM SPACMM MAXGNCD MR CACH ANOKN TTPC aN THE lemm - 1/a1 1/0.0 A4" err _ _- _ AND" wom OIJ 3 J _"Non ,M"WN PNIR,I�,a,.) ._.. _ 3 _ ,.__... 1 ._-' awaND a>aN 614.ar w QA) 3 ! ,n AN WL am ao= 4w RIONR I I/Y OptY. Yr 061 - 1 _ ow ro f / / I 0' 1 EI'•%IIC�SN P' E O • I 1 CONCRETE aocK r � I �1 t I � , 1 p r' I'llNNELMATE ."".1. ANCHOR (BEYONa) WALL j{BUNTINGS SCALE 3/6+,' MA_XiMUM A.S.O.DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C17 iNSTALL TIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 B 5) MAX. A.S.O. PRESSURE (P� MAXMUM AWHORS SPACING FOR MO ED. PER SCHEDULE go.ow IF A J, Nk" EM MAOM LEN61N (w) MAX. ".0, P DESIGN RATING MAXIMUM ANCHORS SPACING FOR USN ED. PER aCNEMW BELOW A➢r4UCA BLE TO swron U MAXIMA PANEL LEW IN) YAPOON SCAN -SET nEMA A ID PLUS IAIa1C-NANBI CALK_N ,AroPPl1CAB1EMU TOWN SQUID-3v P �� YA►NC-NAK* — CAUL -IN ro ro ro To,3' ro H>oiir4 ro m ro ro oog21kt Ea ogNmagDL ro of iNFY 45 L� IS• ,3' IY 1!• Ir 1J' Ir 13, tr 13' Ir , (TOP) C1 LESS aeam-65 .r �._ IY Ir 13' iJ' ,J' 13 W', � 13' 13" 71 1/II t (w) a -e OR Lms -, = ] 1 3 U• 73' ! 13• J ' 1S' ls' 1 S tY ,] BottoN ( ) tr _ ] .. 1J' , LA• ] ] 7 ] , n ( ) Ir l3"- _ IY. "t] 13- 1S• Ir 1S'.. _Ir _ rY tr 2 (TOP) U• ,T "Tl•_.y 1J• 13' 1Y IS' 1]' 13" _. ,3'_... 13' 11 1%! Y pOP) u` ,r _t3; TY !' I r ; • ] 1 - u- r • 7 ,s• Ir ,r z (Ba1TDM) ts• 1 ! _ 1 ] . 1 3 1 J 1 ] IY 1 3 13 _ 13' _t! _ tI , 2 Y 2 t -"=, tr - IJ' _ t ' 3 J 1 J 1!' _3_ tJ' _ _ 1J' i)' _ S ,3' 1! _ (TOP) - _e_.. - 4.'/2• I 7 /T ._B, 1212 / a1 ♦• / . _ al• / Ti T'1712 / / -_ - -- - _. 61 / 6 I 1 BOnOM ( 7 T2 In t2 1/Y 6 ,/4 a 1/i' 12 1/2'^t2 1/2, - � 4 / 4' 6 1/ a' 3 (BOTTOM) - -. e - ._ 6 _ _-. _. B: -'6: _- e. e. - e. e. 0. T. //a• 4-ODA) ._ �_.. 0, e /n_ B, 7 ,/r 6, e• a• a 5.,- + (TOE) (OGT1__ a ,S e ,J I)' tY ,3 6 IS IY t] 1Y e V ] ' -1. tS I!' D IS ,S' _ _.__. - 1 a m' 13' t3 (BOTTOM) 5 (HOP) e' tr a. - e• - 6 e 13 tJ /} ] ! r ,! i3 t!` J n t3' tJ' • 3 , ' 3 t ' 3 6 (eoTiaM) 13' ___.._ t - ts' _-.__ tr - 13' _�._ 1 6 a / 1_ - .., ,.. I]' / I' ! ...-.. _. Y / ,]' _. _ ..... - / Ir _.._.. .. .. _._.___ -� t!' ._... 13' .. .... _._. _- t' 3 _..._._ � • I 3 .. _. ............ • / 1 Y / It I / ,.- S BOTTOM 6 mr) t ••) _ _-..__ _ __., -_.-.-_ _ I __ . __-_ -- , ' -...-_. , ' .III' ..___... e O-- b (bslT•4 _ a ,/i` a ,/a• 6 , a 6 1/4 - - - 1 e / a f♦ Ty' �13' y 10 1/2' 13' -IS',. Ir -_ r B I/21/2 13' 13' _?'_., 9 to 7 1/1 ,D In 5 In 7 in t3' --•J`! • to B 'I OOP) I (BOTTOM) i6,�, ro 13' 8' Ir t3` I]' a 1/2' lr a 1/2 0 In' 6 In'' tr 5 In t (10P) >6'-C O,-6, r --�}• 1J' I3' ,]• 7 1/Y I. 1]-µ IY 73 XO' ,3' t0` If" B' 13' 6 1/2` 1 (BOROLL) 1J• _ 5' Ir to 1/2 Ir r_ 13• 7• 7 In 5 1/2 a 1/2` 2 (TOP) li 1]' t]' b B 1/2' 6 1/2" tr . 5 in• 2 (TOM 13'-. rr_ Y ) _ Ii t3 ia' 1J" i} q a 1/2 13- 9 1/2 10 1/2' 7 1/2 _13' +r y ,/Y• T BOTTOM) 1'. 7 t/T• 1r it ,Y I0. ,Y �0' t,• e'. 13^ ei%Y• 2 teannuY 9 t%1 IY a t 2 ,° t 2 7 ,/Y J' 6 1/r ](TOP) 3' B" 7 , 2" .._ 1!' tT I m• 3' iT , II ,3 6 r/4' ..6' 10' E '_-� •' - 1r �� 2 , r t0' 12 1 2 11" I I/2' 8" -- _._ .- IF 6 , 4' .7 In' a i/2' 6 1 4r _� ! (TOP) .. A (TOP)_- 4 (BOTTOM) - +2 , 2 ,4 t/ a 1/♦" A I/e' ,2 r/2. 6 Ile - 6 $/,` 6 1/4' 3 (BOTTOM) _t._- ..�. - y -IY 7 T^ 0" IS- Ir-_ 13' y ,3. U'- 9 1/r 6 t/2' ' b' til 13 ,J" Sin' 9 /2., 7• 5 In' D 1/2 0 ,/R' 7 , Y' / 7 1/2• 7 t/Y' S /4 7 In- -- 13' U•_ - a ,n' {.-(BOTTOM) a ('BonOM) 6�,/r 1}'-- _ -,3' 13" _ to' _ it __ to• 11' e` lr 6 1/a' S (TOP) 1!_ Ir d /Y a 13' -_ 1J' T]' IS' ,0' 11• ,Omm_ ,t' B'ii _/ (807T9M) „13-- ia' _ t• _t3' 10 t /: 7J• N• 1 ] . /2 6 (SQP) fJ -_ 7 7 , e 2 / ,* S s 1 s` / , v z a , b, •' N i%•' 6i/s• a i/i' 4 f/•' b t 4• 6 tBosr.!•) _-- _ s'i �• e i i•_- BLI sxw it Top AAHORS TYPE A swizz fop Nn tmimm S woo WOOS FRAME BMLOSAS. • ISINNLN AMOUR SPAam AND LWAAIM LODE MSTAM ARE Imm"To ON TIW Sc"n"L Mo to ULGO IWX MOO,IED ON SDMOVU REDUCE ANCHOR 6PACMG By MIATOLVNO SPACIMG SHOWN! OA SOMMAE If fit MLOW&C FACT M. POP THB OPERATION m K POSSIBLE. KWU SPACNO OBTAINED USING FACTOR SHALL NOT K LESS THAI4 ~0 SPACING 00 CARD FOR GC. ANCHOR TYPE ON no SCIEMU 1/41 I/41_ 1/a• 1n1 1/0. 1/a1 Abe "m ..._-'-- MOM -._-_._ VCVp_At _ _ ..tni�LIi MILI ItY:-ARIA PALM-M wmm ANCHOR SPACING (4t_) S ! Y Y 1'Ir ) In NAMMMFMM oh.) 3 ] ,n' 3' 3— 3 ,/X' 3 psra,NYRaJ OOM B 3 3 ,n' - a ,/r �. 1 In 3 Irr ACTIN. SK DOD" 1L FACT" . - _... . .." a .P' .. an -, ] P r 3, oAa._pl1. - Ana I m - - - 043o_ — I'm•• LOa SPACINGS ONLY VALID WHIN SPACER (S USED. SEE. /1 FOR MAX. AS,D, piSX3N 10AD5 A MAX, PANEL WHEN SPACER 5 USED. TlBLd.Lt. A ASD. OESRR/ LOAD MAXIIIIIIIIIII 1A74GI PANEL 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF V-2' > 50 PSF TO BO PSF W-10' A MAX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2' O.C. _. _ -_ ._. -- --- ...ANCHORS (SET SECTA*S A uTE'RNATIVES ON SHEETS 13, 14, 1S Al6) _. - - . - J• MAX. R-IA/13, R-2A/13, R-SA/14. R-18/13. R-20/13, R-311/14, r MAX. ! D.M-n22 . = • W` R-UAW/1S, R-2AW/15, R-3AW/16. R-1110t R-20W/16, R-3BW/16. I•;�'-1 Ora- ''I r - ----._.. . - --_._ ._ _..._._ _ . .. _.... -' O O O O O 0 b f'-- - 1 -- --- - 1- - - - r--, , ' T --T---- • ---- T 1 E i 1 I 1 i i i ;9� ­­ i I I. _.._.__ .....-, .. .I - ._. ... _.-_.. I 4 Ln I re-zo=r ss. rfOL7S r r (USE FOR PANE_ LE)RGtH I � ORAL 1 OVER 7•-B7 1 PANEL LfJICM PANEL REGULAR STORM ANEL O ;1 SRAM 1 I (W/ oWERIAr IA10 PANEL tENOTH BOLT) Vy I 1 Elf STORM PMIEI 0. ' I ESA -ETV L P� OAIE%M MID PANEL B01 (wro n ( 1 A : l . ' SS' •IXBOs1 W . . , _ �. A AT All PANEL LFAOTN - I '4'0'- USE 2'-B' WANNIM AT EA G'YERIJIF' }} I- .. I _ - I I a Y , I : 1 1 i _ i . - ' '- -'- -- - - -' - - I _. , i ,) Y) NOTCHES A4 STUD 6 I� L RICH 0 LIFE SAFETY' .. i ' 1g T _.. '_ I PANEL BOTTOM CORNERS [ - O � F- j I,' y D.M.. 3 , _ _ ._.� ---. ����_ _ , _ __ __. ..._, +pfER1AP- L�l.Gl -GNER,AP-• - -� O "O WIND NUT AT : WING NUT AT Y�� -J" HAW LEFT PANEL MOM PANEL 3• P.n4� t INSTALATONS ONLY VALID FOR WIND 1• - R-t A/13, R-2A/13. R-SA/14, R-19/13, R-28/13. R-38/14, I' MIN! SPEED UP TO 170 Mph. R-HAW/15, R-2AW/18, R-SAW/18. R-Ifhelf , R-211101/16, R-3BW/16. - UFE SAFETY STORM PANEL ELEVATION (ti /, TMAX. GAP ANCHORS SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14, 15 A14) _ 1 ..cREGULAR 2.6n7' SCALE 1/4'rt' STORM PANEL (UN Ot ., ", VAULY) ! REGULAR SroRY PANEL a /`I V -'� n - 4Nli. GAP - ..�...­. ll ,.. .: / ,--- _ ._ ��„_ sP ram.. `�T Tr; b7 LIFE RAP PAEL * * ' FLORIDA BUILDING CODE Nan High VNoo Nurrtoano EMBIOR�Er•�ORION , '��Q - PG0E0 aTEYt aw. 24 GAGE GALVANIZED STEEL STORM PANEL 00„ SECTION A -A / cN ' �IILIE C O rwe "BLL PROTECTION PRODUCTS, UDC. _.' 4NN f.W. 61 OMIT scut 1/{".1 • vTF'/' F '�'� 'IA�`yy Y. Sal, ,.PN, YAGR ... aYT4 n. 332I 2D• li:.. w _,m - ^ IN" w-Iw ♦IbNE: (eM)w-7bw FAX Ne4Mn-m7 INSTALLATION DETAILS INTO FOR LIFE SAFETY PANEL MQD STRUCTURES (1) . 1 -i T f.. _. r _..I__ r _ ITS HEADER ,�,1 pq�ppp0D H.FADER .Rwfo0ou0wED r ' - if NEIOUMIED / 1." -_ �ip MFADC7+ "" �, AEOIAAEO I _ �pppp�� NEAOEA 'L " REOUINEO 1 I s//•Y TAPCCN ,' !,_ a'A ,APCDH -RaC1OR 11. 1//4'P TAt-.T _I ' ,... i1RCNOR y . - I/41 TA►CON '. �" ; .._ AQR , • 9" O.C- 1% O B' OO, II, O a' O.L', 0 O. O.C, ', N ,, ) kRi, ) ". ( ,,,' �/2" i i 1 2 J 12 ' 2' II, M,n. I . __ Min. '. �'I'; I - . __ 7 Y. i I I _. `'. i � Min I I{ ' I I 11 -r_-- !,M2t, N .' : '.I MNa iI+I I 1 X OIISTI K HLa-RI 1 N t Imes,' .4y6 k SS gIN15 Y I a'4- 1- -•. _ . N -',.; .,. "^ ExS •� aaa Y ' . :,%I- _ F� a tw TI+tG.NI I q_ ( . f LL'►Ca1. A N to 11 ) ,/4',-gAH• NL qan Yy� p.N .y i i AT fA a6R/P< II CUBS n .::: .. M1a E � (yO /1 M.WO. "'-I I ;.r• , a i Itia01 GAR 7.p) 1 I CL/SS 1 A r ,... ♦ N ..i Ex15nN�.. aL FOR AV& 4Ba,11 r>AW T•a) 5-� � I I I NI 0 N 1 I N ._ . 1_._ 4 .T. •.- . '.. T,. •4 ' - a• �- PANEL LENGTH - 4­_.' L 1 •L` WR. 1 L` MAIf G ...__.�. _,,. . ,-, 1_...,, , PANEL 1i110M ._.' ___ ._ 6" 11 II _ ,--, j NOR. 1,.., FANfl. IVATNO k I (sEE ELNATNN - I /' - ION ($EL ILL 1� ON SHEET 12) " ::::r. .�:.1-,.. 1 1 PANEL LENGTH :. (W i (SEE ELEVATON N C' ) -- 11-__.._.__I off SHEET 12 � I, _-.--, II - __- N T SHEET 12) R i „" M j��1, WEB N 0 12) It 1 N 1 1Ij II---SCVWUTVra-- A _ - ,,__a, __. _ _. I 1 N t w1n. - 1,r o N 1' Min :---- EPARATI 1 e 3 � ��L/ 1 _ NP.. _: -_ :::_. i -- IrT p m CUSS- Ln ,---SEPARATION- 1 N 70 GLASS. ; 1 g.� - Y' i i i 2 I I 9----SEPARATION ; TD QLBSS. -..E _(a a' �..� R44�Y - -_ i - "I `V 1 L—N X�,.. / i N '1. ,. .:-' ^i F I OC9 ,n• E ... . _- 1 '• I.: 1 - .. I .....I vL' 1 iA, .... . . ' - 0 : 1 - - ` - _. .r I ..... 1 .. L W MY ° N,a g,RR Y , .•. i/ { h' .,1 qy� 41 ..• 1y' t -- -T eaa rqa N.c + -•1 i' . I, '' .- - 1/4'0 TAPCON I', 1 .4.0 TAPcGw - REWIRED "' '' �4-0 TAPCON Y2.4' RA3QD I .._ _ ANCHOR O a• O.C_ AIAK MANNED a ,9 , OC _ I TAn � /STUD _'i ^ YAOM00° /0� � �vf , 'I I .J/4-0 ANCHOR 0 N" O.C. _ YNO� ._,.:� -_ . �L 1... . . ^ 1-- 1 _.'^ 1 .. REQUIRED RE°UaAED .... ...... _ L. PU .. ;... _ ;, y ..__ - , -. I II " � Ji `surm JAMO A WALL MOUN,,'1111M WA C 3/8-1, 1160ARENQUELAY &W we a Tlk/r If"YEJ WALL MOUNTINGS SCALE 3/8-1 tiff i J 3L. ^' GEN.'• .. FLORIDA BUILDING CODE Non N1 h V61oti Nurr(can* Zone 0. 44167 ` • 6Ag00 TXIECb' "N- 24 GAGE GALVANIZED STEEL STORM PANEL W^m , I. INSTALLA71ON ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (P.q.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12, : # :, * /' * _.'--i," Off'" IL E C► O C.LpBAI PROTECTION PROOUCTSF LLC. a' an°'A 2. FOR NEW WOOD FRAME CONSTRUc im WOOD $ q, STATE - _ . -- % /NC, 4w arA Nt 10117 •—' MEMBERS 70 BE SOUTHERN SINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL �F' .OR1OR,� urY,� i "' ' ., all.�t.�lr. TD.IN.YM wM Imo• 2,• 20-175 fr.. ale M1 . IAa .-w, /VOID, tN4tw-m4A FOX M4MBFI i — •"i°'•'"' comet W ••, AaR II/A/OAA CA -~It YK A Jr.., P.E a r aM eY. r ,l. REST Ig ate _- _-- (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 8 S) MAIL A.S.D, Des" PRESSURE it,-,RATII; MI1NanU/ ANCHORS SPAC446 MR INN E.D. PER SCHEDULE BELOW APPLICABLE "XIMUM PANEL LEIAIH (R.) MAY. AS.o. 0CSON PRESSURE RATING j MAXIMUM ANCHORS SPACING IN MN Co. PER SCHEDULE BROW APPLICABLE 10 MNXMUM PANNE LEHOTN (It) TAPCOM SOLID -SET O lye ZAAMC-H4M/ CALK -IN N �, TAPCON SOLID-sv"METIE P� YAMAC-NNLN CALK -IN t �, Cor TRIAL nOW m m m Gallo Ca m ro CCOIIB �'IWH m Te N a m tR W m >+6n. -e6 iO .75. 7n 13' 11' 13' 1J•- ,S' 17• U' IS /J" la' 13' IO' 1 OP r-Nr OR LESS TO .1fA-Ims t3" f3 1 a 5' / s- 1] • 1]' r 1 0 , lY _--1-1 ,° / /O` 3 r 6 1 P 6 n ,Y } � ] 6 1n 9' 8 1 Y / 1 7_ n to 7 f 2' / 6 , / S 1 n 13 J ,r 4 1 Y {' _ n 1 10P te04TO1A) Y GDP) 6•-a• OR l I3' t 13• 1' I J t O ON (BOLT ) , • 7 i` 3 t ,•� , Y __5';__ , 3 -Ti'- ire -ii• , � ! ] , 3 ] r a r 2 tr D a (TOP) �, 7' 13" IJ' tY 2 t ' Q -1 ] (BOT10M) - 13' - 6._. r. e' U' - Ir I1' - 5 _ .. _ - _ n' H - Ir 72 I/2'12Inn 6' ..i;'-'-._M. f!' _. tJ _ - 1J'- 6 _ - 13' 1] -_. q 6 1/e' 7S' It Ij4' e _._ 6 ... - 1J` IS ,a A , 4" --- tY i ,µ• a' _._'... _ 1J' 13 _;�-_rr 6 1/4' 13� _ 1Y ,/2'ii B" --,-__ . 6• ,3' IJ - Ir fn a I/] _� - tr 1r Ir _, l• - 7 . e t!' . D IJ - ,2' - 1. . .. _._____ -+Y• 2 /2' -. ! tj i' e' Y iS' 1 13',_ ID • a ,/4' 4 1/r __ _.. t0' ..S 10 10 - J (TOP) s (60TTOM) 4 (TO%) � ,,._,. a lem'rat> y (MVP) - BOTTOM) - (BOTTOM) i (10f+�-- 1 ! - - _- T --t - tJ' , ',2 T /a 1' 3 i-- /'Y , J ! i a' / 9 1 2" / 6 ti' / 1 a i' i-,! a /a 1 ' 6 2 / i P / , 0 n -__ 7 1 ' 2 _ /_ - -- IY e , i` / 6" f i-i' / -7-1 a OOP) S-e0Tr0M (BOTTOM) 7• ._ e _13",- -i-' r3• } _ ..__ a - 7- n-- B _ 6 /7 ,3• f -tJ` 5 1/2' _ .____ _ Ir T ... P. 13' J In' _ o-_ a r t]' _ 4' ...... 0' 4 t/2' y y !� , . 10 . }' - T 1'; 6 1/2- r - -- _,_r IJ• /I _ - a• !e 4 (TOP) - oonoit - ( O ) S OOP) s..ear(011 ( ) -,-_, 1J- ;° to - U' _1!• - 1 1 7 A in' -,i -,3'..- 9 f Y � 1/2 -!a:-- 10 1 n 7 tfl,. 7 i /3' -. -..'._ 11 - 1] e ,/4' 6 1n ,r a ,/2' (OP) - - - e 1 4' a 1/4' 6 D10,T.") - 0 1/P 6 t O e t/A" a 1/4" • , a' a , ♦` - - e i/A• a 7/4' a (BDTT.••) 1r tr- 7 tn• 7 In* Ir ,r ,J' .�13: 1J' 13".. IV to /n ',_ tr 10• 101/1 It' tl in" i` _ I' rY _ ._Ir 6 , 1 7' I ) _ 1-(101701A) >a'-6 To a -D• Ir_ 1 V I}_ 10 i Y 1r 6 , ' Ir a I ' 7 112' S 1/2' 1r 4 1/7 I (TOP >5'-e' ro T _y IV -�6 -Ir 1/2. _1i'_ Ir _Ir r •- -t3'- 9' lo' 7 1/2' Is. _ -. 6• 1 (WMO_M) .__ ts` 13* t!' 7 In' _,__ 7r 7 1n 1Y _ 13' ,}' --_,_._ Ir a ___ ,- ,]• to" T ro : 1D ,/a' Y , • 13' 10' 1 of 10 1/2"" u' __ 7 t t z In - a 6' u^ _ _ tr _ 1J'-�-T- . a ,/G' r TOP) 2 (— _ 2 ROTTG4 ) J (TOP) _._ ts• ,r _ ._7�._ e 5 ____.. r _ 7' - ... T _._ U' /r 2 in't7 �_.. 0 1/2' l0 1n _.__-._..___ t]' tY i/Y �_�/2• 1r a t3` 6 1/4• _7 _ 6' 9 1 _ n' B, n B ,/Y• a 1/4' 3 I�2 +Y } it 12 1/2 _ s• K a 1/Y of /2 It t/Y• 6 Ile 4' T ,/a' __ o r7 , / 10 IL2 - 4 ,/7• 5 1/2 S /n• / 2 7i/x- u _ Ir 13- 6 1/4• ♦ f/:' _ e s ' / r a , 4. 2 (TOP) -.-_.-. z e0TF0M ( ) ! (10P) 7 (IDT,OM) - 7 'Ir - ,T Vr 12 -I Fr 6 I/a' { 1/4- 2 1�2• li 1/a• - 6 ,jo l6 1/4' 3 (BOTTOM) ! In. W r 7 In' e e' - 6.... y' ♦ 1/2• - S. 6' 3 in• T 6' 3 _ 4 OQP) _. 4 (B mom) a• - a 1n• r 2 t/1, - 4 (TOP) 4 (BOTTOM) - e• S. - 7!' IS• i 1 /2 7 I/r _, J 1J• - t '^ s __. 13• _ ,]• VI!• 10 , 7 / iD 1/2 I • - 3 �.- ta' 10 + 1 f _-_ 10 1n 1t%2 .__._ , I/a' e' - ,.._..._._. a -13' t3' r _,_ T' 6 (TO% _- .. ___ S (BD'TR;51) -13' 6 tn' U• U' tY 9' IS' B' to' 7 in' 1]" a' (TQP) .__...... 13" _- r ...._ u- 13' -, 11' B In 13' B 1/Y' t0 In' 7 tn• U' a' 6 (aoltoM) 1 ]'M 7 ,,/2• IT tY IJ^ f0 rn Ir ,° t/p ;1 I/ e- Ir T- a (HOP) 13• 5' 1J•- /3�- a ,/Y 1]_ 0 tn' 7'In• 6 1/II"' - ,]' 6 1/4' ! , P _ a 1(4• S , .• ___ _ 6 , a' a ,/e• _ a (ROTC••) - - ... ,._ . - _. a ,/e• B ;/,• a ,/r a f/4• - - 6 ,/1' a , .• 6 (ROUT,.+ KE SIQT I I COS .NOON "n a SPACMO rM ParrmLOaNs Nto wom MULE OILoww • MOOMm mock 1P4cmas me wmw loot ItMw.m AK PI mno TN no SOICKU TOR LO LESS THAN OWARQ ON MIIALU KINK ANCHON SPACMa Br Na1P1,1110 SPACING O,NM ON 1CIEMRL r THE FOLLopma rVieft FoR " WRATION TO K POSSIBLY, IWNICFD SNCBIO owumm Ulm PC" Stock NOT IE Lm TIM MOAWM VACM: Noon MR EAot ANCHOR Tal ON THIS INDIVIDUAL e�*. 1/41, ,/41 1/4 I rp1 1. 1/41 AND = rift _ . TA+a3M gan•an r�101MM1 .. 7l4Mo-NAM. - CWI-.1 - 1111/911A ANCHOR SPACING DR) S ! J 3 2 t/D• 1 } n vamwO•t MIS 3 3 ,rr '-3 Y a � 1 Vr 3 -- ,tDoo1E---f�-- In• a,jY a'/I 3'/M ACTUAL an FACTOII -.4 ,n. 036 - - - - ' _... /p. as, .. as* .... - -' -. - -_ ON -_ 1 OW 0.a - ,.W - O43 3 , - ..n0 IA0 - Im I np «-SPA,CINGS ONLY t/AUp WHEN SPACER IS USED, SEE T�LBLE 1 FOR MM. AS.O. DESIGN LARDS A WX. PANq. WPEN SPACER ✓III IS USm. 1/4.0 TAPCON_ D ANCHOR O 9' O.C.pN CONCRETE BLOCK REOUIRED. ' I I I '/I 1,/.. - 1 GUNS,_.. E.D.• __' 1 0 Sn Na _b CLASS p a p. 1 Min, II f /e1 TAPE ANCHOR 0 A.S.D. DENO LOOS �NPANEL 40 PSF OR LESS 6'-B• > 40 PSF TO SO PSF 6•-2' > 50 PSF TO 80 PSF 5'-10` A MAX. PANEL LENGMS ARE ONLY VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS A W/ SPACER AT 12 I/2. 0-C, INSTALLATION DETAILS FOR LIEE SAFETY PANEL �? lNTO.pOURED CONCRETE OR D9NCRETE BLOCK SjRUCTURES �(%tSHAG PDUfiEp 1/4-e TAPCCI Ep7GGSTNG PWRO7 DCCONCRETE OW ANCHOR 0 B' OC CNJCRE7E OR CONCRETE BLOCK .;' CONCRETE BLOCK REWIRED. ti REWIRED r sf C' 0 - ✓, i ED• 3'g`%r ; / 4 1 1 { - I r MI" 1 *-SEPARATION,*-SEPARATION,- t 1 • I ERn 10 CtA56. I �'��'• GI/ 33 on ._ .. ,rrY A 7 to OYGIIIP IMaL y w, 1 t I 1' 'Urn. a } 1 - 'L' M47(. _ 6 ANSI, LENGTH Q'C ELEVATIONI'll I SEE ELEVATION N SHEET 12) It _ I .]i}j.._ ` ON SHEET 12) I L/2 / I 1 x (4 1/4`0 PCQNJ TA ANCHOR 0 B• o.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED, SEC11ON R-1A IRE O BULAR PANELS WALLL 3 M1' NOS Y/ I � 1 i E D, l I ,, �J 1 e a +Ir . + DC ( I I N I I i . Y i I I / I ,, ' I , ...�I 6• 6,„ I. r @ . ti�F '_' I a M VY QG. ' :' 1 - I . -_....I 11 /1 1/44 TACO ANCHOR 0 9. ac. '...-UGSmIc POURED CONCRETE OR CONCRETE 4 BLOCK REQUIRED. - HNE NE In ! H FOP ANCHORS NBNBNs171TIE Ile. .._up= k SPACING FOR 016TAUATKKNb INTO A WOO w §U WOODM ANC OR SPACI TANNER SN41H66 AND iW1AXM1 taMRAA ANON OV400 (b,) 3 ,..A,M,M,A.BL MM (MJ(M,] 3 EDOL GOTAIO[ ARC MDEAITD ON 1NO CODE SCHEOAL . ED, LCLt ,iIAN eOXA.trp ON SCHCOM KBL10E ANC/OII 9MCNC Aa14AaaA4 IIS,MNIP . OL) A ] AINIBL BR Now W to, IN, WAIIRYND SPACING COIN ON SOBD,At BY THE FOLLOWING FACRMS- FM "a OPvM"CN To K PMMLL. KOMED VIMCOM OVAINED USING 'A" SWU NOT BE UM THAN ,,!I!' .._.__ _. --- _ a 'IT _ " 0.41 M INNAM 3PACM0 NOCATED POP FAN- AOIOR TPC 0M THIS SCHEDULE- r ______. .. _ -. _... _. - S 13' G20 ._.. -_. _._... - r, In' I1/4. I ) L-,• � / 1 1 1 1/4.0 TAPCON IS,NG POURED ANCHOR 0 t O C.. - CONCRETE OR JY CONCRETE BLOM REWIRED. 2 t 1,. , in ' -,/4• -.. .... �. 1 1 1- Min. 1 - I It "` ". 1 .r_.-1L♦.„.:' CK SfiPJRAnON-1 LFayTO GLASS {+r ,.. 1. j ,/al-7O,•F.%S YGLASS ✓a.- t , Pcl;�� NB./, KNY ION tt N Y' , ..u.gala T• I II 7 MO T N I 1 N r } I 7 I � r 'l' MAX I -L-ORAL II P N A1El 1F3O1 I� n P I P AN LENGTH 6 PANEL _._ ppry f - . _. 1 ELEVATION ELE p I ( SEE ELEVATION ii..y t' Min. N-'SEPARATION - I 1 ON SHEET t1) N II 1 I ON SHEET tY) I GLASS. 1 Illt0 A I t 1 O _ _l. . 1 ( 1 1 ry 1 F, i 3) �1' E.O. 1 E.tl. • r ;:. 1 1 1 1 1 :y I i{i(t' ` •► .• ]YMA1AJy/M is ,v 11.E T EOI 1. . " w .G . ;'; '. IRIS e n +/Y- of /. / . SOLIS A • I I V O.. _1/4-4 fAPcON I ._4/4"0 TAPCON ANCHOR O 9' G.C. ANCHOR 0 O' O.C. EXIS1040 POURED CONCRETE OR DUSTING POURED CONCRETE 04 s .�j1 �•���-CAOO•N�CRRETE BLOCK REWIRED. a a .iE CONCRETE BLOCK REQUIRED L E.4nNYrLS WALL 1HIH-01, -. MOUNTINOS SCALE 3/8-l' INSTALLATION DETAILS FOR UFE $AFETY PANEL M INTO WOOD STRUCTURES ;,t — I ER ...ROD r I1twBDDW HEAD '- - 0- -...RED IRE , , APC '1 _; .1 4HOR O 9' O.C. 1)j' - 1 41APOR OFgON O.0 I' 1 � .1 I /•�� ,' I I 4) 'f, I .) , '., ',. 1/2. 11/4, ,. ,. ,, 1n' tt/4. I 1- l� f MVL- -- 2 ffi Z"-" _. 112.i� t --- I M4, III ) W. I 1 t/// GIX1A551E17(� I 1 ♦"4-7a1• 1i)._ _ �r /�-Ia,' M t rim" b `t m if A a vA R x ?, MnKNa I 11 i I a 11 I IDWr4 PAr t'-°I Ans B f I 1 II -. 1 •L• MAY, N I EL MAX, 1L __:_ PANEL lE,4GTN If ' ....' a (SEE ELFVAIION 11 I (S:EEELEVAIKN 11 1 ON SHEET 12 P. _.. /1 .. I_: : ON SHEET 12) R I. ) 11 ' I - f jl-^-SE TXYN... I 9 GLASS 1 -01 REPAINT. p A 0 GLASS. I..: eaN'.°N.L o _.'.i: ,....t eo .- 1 •a._.�I. .! 1 I __ 1 j ) 1 1 21.41 WOOD ' 2-k4' WOW.. PLATE PLAN MEOWED :I ! 1/e'O PANELIA^TC PLUS KWIIND +i 1 1/4' It PANELAIATE PLUS ' - .„ '.. ANCHOR 0' III In' O.0 i I ANCNOP • 12 1 1 1 n' O,C.. I I II ..N..IHNNNa We4L_JL4SIRTlNBS gEA..AENi" l�P scALE S/b•,' 44167 : FLORIDA BUILDING CODE Non Nigh Velocity Hurrleo le Zone um I. INSTALLATION ARE ONLY VAUD FOR MAX. A,S,O. I. STATE OF : 24 GAGE GALVANIZED STEEL STORM PANEL oNw, R DESIGN PRESSURE RATINGS (p.e.l) AND PANEL �W�-"C?:- "ZOR '-.=� IL EC.O INcGLOUL PROTECTION PRODUCTSF LLC. pq� LENGTHS AS PER ELEVATION ON SHEL'T 12, •Aa S/ E T B w .w EY. M1 groat 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ONAL u MR ar tM, .ABLY. Raw oAML N. 3"N TO BE SOUTHERN PINE No 2, W/ SPECIFIC "Mon"HtANAA C `/ — I+Piw wF P., �I new (W)w-7w• PAN, (u♦Wa•4m 20-175 MEMBERS •w DENSITY OF 0,55 OR EQUAL CA 0=719.., .,• ow-0 1•. At iWf> m M /DMA G-OOep,q eKtq w tINX A.. PL. ORI ,4 or .I 7 }P a) N L NC) a a) L --P C 0 Q cu c ^ .0 -8 cu== W -0U.= p cn .a 0 5_ C C O .6"d � LL q•F_ O M�B \u � . _ •a L 2 O L Ncu 0 O On 02 N�__ N o ,P— Cu "= :to. W R Qn O c i 49 V " m L7 K A 0 1_ •ca CV as C w r fV -� 01 ]C Q) _. a ..0 d r C E c O s U .F Iv m a1 a • (i CM y c a Cr , l0 :"+ .r — N O. C E O G7 O . U - 12 L N(D CD U) 1 � co O W EL CD U p Q_ V'CD�/� ■ BBl• C ) m LU Q Z Z Q 13- SHEET N0. SH 1.4 • � J: �. .. ,.r aa.uLplL;wL., ll.ra.a: JIINL.I�LIL»... LY�LI 1iY.1i. iN,.iWll a�G 1.s,.. 1. EllL i:1-14I-lahlAilk EZ1/18, EZIW/1B „W-4m ,_ -(Sff SECTION [Zt A ALTEMATNE EZ1R ON SHEET tad .. - -J' Roo. 1- ,' 441, (�� 1• MIT c)(SEE MOVE 2) (�W/� �:JegTE 2) It4�EAf Elq 1/2• )/f6•KuwNUY DaP RIVET a J,51 PANEL TO BE IN$'ALj.EO AT EACH OPENING SfW.I ALWAYS RF --- O O O O -T-' O D O - t--- -- 1 PROVIDED W REAR HANDLE TO EAUUTATE INSTALLATION IF INTENDED • I • r� - i I TO BE INSTA/LLE'D FROM INSIDE OF STRUCTURE t I�t I I"� I• I I �� �p�NFL rKR: NOTES ..�. NOTES SOL t_..r _r1. T_-._ T I 1 •IHTERgR FANEL) • .. �. , t. .' _.T... ( "t i 7..1_ ( OF •L' (1). GI:EU41Iu1N Oi <FiNES 1000. E-Z HANG STORM PANEL SYSTEM ,. ..1 (fNU PANfI) ^" (INTERR)R•PAkEI) ( I {INTERgR PANE.E) (EMU VIWf1) j MAN 7 1 CONSISTING CX- PANEL + Cont TRACKS TOP A BOTTOM 5fF NOTES 2. 1, 4 t I I I , ) 5IT NOTES ?, 3, 4 , (2) CNU PANEL SMALL ALWAYS BE CRONNtC7EU IC BLiTT'OM IRACK f I I ! I I I MAX OTHERWISE A STOP RAR (O S1AL.L BE PROVIDED AT TOP Or SUCH II Y L ,J I IPANCL LEN001 PANEL 47 * I _ 111 Ins i� IT _ I; * O •/. 40 D P.•1 • I (3). IF END PANELS ARE CONNECTED TO BOTTOM TRAIN. CONNECTION • I SHAM, CONSIST Of 1/4.0-20.3/4' US W/ 1/6'0x3/32" WING .EO=I P'wEtS Ni 1/..-20x I' NU7 oat 1/4"6.3/4' MI,, THUMBSCREW INTO TAPPED BOTTOM qq BOLTS w/Ny a U. OVERLAP TRACK LOCATM;N CF FASTENERS MAY BE AT EITI4ER OF TWO SECTKINS ►5 APP.ICADtE) EXTERIOR CUT rUNGFS or END PANEL. I t 1 -. I. �. _ '. I,I .) I_ I _ _I .: (4) IN USE THAT ENO PANELS ARE NOT COMI4ECTED TO BOTTOM i I -I f - ,' LAN• TRACK (,ft. A STOP BAR IS ONLY USED AT TOP) AT LCAST TWO I l I i ) 1`� i I jfj I 11 i I i PANELS SIWI BE CONNECTED TO BOTTOM TRACK USING SPECS 1 T-} 1- -}- I• --i-' -T-I rt i 1 I-t Y1 6T T� T I T ON NOTE (3) ABOVE. SUCH OF I�LJJ 1_7_1.. JJ PANFI_LD T ° J , I PANFI_S TO BOTTOM RACK WV OCCUR AT ANY PANEL IOUTION IJJ e LJJ_LL JjjJ1I: LJI JI _�, lJ OL J :l JO ANY ANL IOCN =.1-JJ11:0 t' Mo. L :• acts. 'SEE �� n ,SEE 1" YR, 1' INSTALLATIONS ONLY VAUD FOR WIND NDIE % R/ NOR 3 I SPEED UP TO 170 m, D.n. ANCHORS (SEE 5IC4DN EZI A ALTERNA7IVE EZIW ON SHEET 16) - - - -- EZT/18, EZIW/16 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANE SYSTEM (j) SCALE' 3/32*-1" I M1I'(MN. fM76lP 1 /4, me. GAP J .I rNtuE W1C0 ! %%, m ro, MAN. uP �_ `-' SECTION A -A SCARF 3/3'"><t' ��'�E�..,... • '• 9 �•fj� EN FLORIDA BUILDING CODE Non High Velocity HurTlcone Ions 4418T "0}0 n " Z4 GAGE GALVANIZED STEEL STORM PANEL F.P. ( L E C 0.GLOBAL PROTECTION PRODUCTS, LLC. fb', sT T*E o �J,'$'•.. 'Wad 1:w. it SIROT O FI.OR101 •. alas a. 4r NF •.sex n PIM ILYN. IL 3711, 20-175 .••'� w..Y Isw M,xl-m�`^>a•.,Y, rMrnL OMIeM-t344 Mr (wpn0-m] aeFr ; ti IA4 a -eosin DaxLe M nllE,"M]R YNIn A TLLR Y.. P.[ r+11111,1,L1 }NET r9 a n ENGINEERING ENGINEERING EXPREes0 PRODUCT EVALUATION REPORT Septartlber 15. 2020 Application Nuna»r. 17859.1 - R2 EX Project Numtier. 20-31543 Product MattubtAurer AN Amoncen Situation and G(sse Manufacturer Address 1540 Donne Raid Wet Palm Beach, Fl. 33402 Product WERE 6 Dow"p lan: 24ga Galmured Steel StDrm Panels Large OW19lmped Resistant Scope of Evaluation: This Product Evaluation Report is being issued In accordance with tM reguiremrontsl of the Florida Depamrem of Business and Pra)ess anal Regulation (Florida Bskllng Comifssmon) Rule Chapter SIG2D-3.005, F.A,C , tot atafawde acceptance pet Method I(d) The prachad noted above has boon tested and/or evaluated as surrxnertzed herein to show Lompllaws, with the Florida Budding Code Seventh Edition (2020) and is, tot the purpose intended, at Nast equivalent to that required by the Code Ra-evalustion of this product shall be required following pertinent Florida Butlding Cade modfications or reUM10M. Substantiating Data: . PRODUCT EVALLATION DOCUMENTS EX drawug #20.31543 06W'24ga GaNam W St4el Siam Panels (HVHZ 6 Non-HVHZ)', shoete I.S. pr"Wed bl, EngmaNift Express, signed d eeeled by Frank Bennardo, P.E. Is an integral part of this Evaluation Report 4 TEST RE WrIll Uniform static sltuctural performance has bean tested in accordance with TAB 202 teal standards per teal reporl(s)+FBT-ASG.17-0Ot by Bleckwalor Testing, Inc. Larger. Lovett resistance and cyckc bedng peAomnsnce has been faded In accordance with TAB 201 and TAS 203 test sb o fords per test report(s) OBT-ASG-17401 bV BEackwater Testing. Inc. Structural engineering calculations have been prepared which evaluate the product bred on Comparative and/or regional anayals in quality the fohavng destn cY1TYns'. 1. Maximum Allowable Spans 2 MksmWm Allowable Spans 3 Minunum GIs" Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, D,6RFIELO BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396.9999 TF AM SNENGINEFRIMG Ex FR[e S.COM E NG1N 59AING Ext, R Et S.COM IsENGINEERING Page 2 or 2 AIR American Shutters and GILm - 24ga Galvanized Stool Storm Panels No 33% Increase In allowable stross has been used In the design of Oft product. Sepa sbon Rain gt"ng Is not required for Installations outside of wind tone 4 and essential fodIMOB Impact Resistance: Large Impad Resistance has been demonstrated as evidenced In previously #Mod teat report(s), and is Recounted for in the engineering ditgn of this product. Wind toad Resistance This product has been designed to nssbt wind bads NOT indicated In the open schadulels) on the respective Product Evaktatlon Doaxnera a eripNfeafing drawling). Installation This product shall be Installed in MM am, once with a respective Product Evnloason Document (I.a ergumedng drowieg), along with ON components noted therein Product components shall be of the trrtedal spedNed In that product's respective Product Evaluation Occurrent (I.e. argileethng drawing). Limitations d Conditions of Use: Use of Ihn product shad be in strict accordance with the respective Product Eveluabon Document (I.e englnsarirg drawing) as noted herein All supporbrg hoar structures Shea be designed to restat ON superimposed loads anti shall be eta frstenal listed In this product's respective anchor schedule. Most structure conditions which are not accounted lot In that product's respective anchor schedule shall be designed for on a site -specific basis by a regal Bred professional engineer AEI components whits are pemsnen8y Installed shall be protected against corrosion. oontamNnation. and other such defnege at all times. This product has been designed fa use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. .... rONM„- Frank Bennardo.PE ENOINEERINO EXPREse i11F00445441 Cen Aulk 9885 160 SW 12'" AVENUE SUITE 106, DF60f/FLD BEACH, FLONIOA 33442 (954) 354.0660 1(066) 396-9999 TEAM(aENe1NEEAINGE%PAess.COM ENGIM1ERiNGExFRFSS.COM ;NWRR NYINAMM, RI• R•nDx93Nh fi/n VRAt OJT. r:*YMYYaLLwaalri "H-INN` `F. .bCD wy.: t'rN� r.rt> r , �. • PF IILI L" M rf.9 T:I l»-I• '1 Fnr -Y Ail. 'f.^' W "YID L IYi ''D3• Yx 'N. rNyV,4�'-rvq:: aAMxV Nr� � �� 4 cp r N r",-, uw>• Wu:` bnl.w.u.w T- IPI :`r I � u JxN.A a 2 �•� .parr F:% .Q \ P Pfr- I2 - n IT aF'T ar Y < s> ' y D tM:a:l' N :Lit 1s r•wn c•:O L, A•-TJT'1 : I s r� 9 •� 8 I. 1 .r I . Lr c can,"rr l po T I By �� I {A R .. T' 1 R a.r fJ3 Yin �Y�r, i• S a V OtL+L-J' W_ p„yy � 3 N I, N•Nr Y LXG MI ::,9Y. L. ` M i 7+NU.>Yt.: i „VTJ'• XRIINI L'J I1,4ID, W. RMOVM NFL N'faf"vKr: x4n•M L y � :54'fl:'1 � d N.PEr •+'an I.,Lu xYn Y+ Yw:.PY -nK f_ YY P pinN (RII NMPI -Al". v"I14'r� ' 1. k.•.,'•1 G� ..I. cats +v- rr a rr--. TLFrr �' • rat T3LC �•E frxLar .N'-. Itr IK� �` ITV-.wI VJa.tvyu �IX V16� 1 3NHr H' � t aMOUME YM S'.Crtdl .:>FnarlAr ti3 N ,II:. Yx.: t?. ^- C -:+ti:lY- f"t).9111 •,(vK'.iVYh f xv i>TV".1T- Q :.vr'nY:.,.0 MD .I u YP VH gRI - ARMI�LkWN�lI� �_31N- �.aa .leer ^c•, - � A 'xrU - H' ^txA't Lf,t: •�c�nra u'u, m9Nrr.Trrn FN. .RF,yyy1 ''7VrL.-K+•3 CV. :• •' IYNL MAY VAIw ..I caps 2•D Wx3AX 3:.HT,. + YJJ ry N ci'I: J.n 1•Y, NnM: GPI -,'A R N I'W r,-11V u• •••l 64 H-blLx. x� ?.Ill ILX:' aPST'r . •e ,tY 'p• MH law yr .0 4>" • IJ rill: F:il :L•aN Cali 1Yn , 4 nit•+ Its N. . w.ul1- :uvY i,L r. ,r:N 4ti nl V, p Y'L :1N'i '2.H:R I,IM 1 'I ,T [T•YP /AN. nrr. E k x9lt 1fti10 YLF'rn''T -:ni„ 1/Jd M A-D Hrl:vr rv(; I:N /A•'-rHl*' jE'S A71 •L•'.' CAXt: Y'Tlx'•-�.Y•+ [rat C-.C•R:•. S:w [i' u+rn r.:•ra.:wp •.l ,rT. ��•nnFA'... -. 20-31543.3 _ -I lie"Na:rcalM'L, ]rR.If�.R,M-.+- >e-nM'rraV r - 1 •:T.'F T•h • 2l oF]IDNAL IQN60TTOM OIOMIRL QUAL S .AAltl. irilin: C / ��� y ,•+ (r: ;• ) tl.L /T'f 4.).L+M ,Al. Ir'T ,. .\'L,.,N,,�• ui PN.lr'7•. w•. x"r>1v PtYee NxYr.:r:: rFA'? -v �.T,:l T l•TY_L YIp•i 1N J I: N'Nl IIINIx PN%IXI x ('IPIX �l:tpt ^'1• IxM:K/If14r41 NINnI NH:IIUX T'A INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL (I INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES --CONCRETE OA' 1/4.0 TAPCON CONCRETE 9=9 - '- ANCHOR a /2' 0.4. 1/♦`6 TAnIC01N//� ,. "• _II4AT' MEN etD1D TEN XIOOO tiADFA -1•-, `'� J11A1• MEX NE.10 TOt -- - _ ANCMOR O 1Y' 0 C l', t-� SCREW • • FROM R[DUNrED . I I .. SCREW e ♦ FROM .+F 71 EDGE OF '(1� '' I EDGE OF 6 ' V(/9j�j ED 1 t +/.v-rtra/• .a __.... ___. i 1 yvr.EOY+•Mitt. - 1 SS. Y0.r6 YAia N N x Af a j V. N i/Y• DO pit PAIu "'A I 1/2• 1 pr•'SfPARA1N)N 1 •Y 1• ATI ENISTAiq Y 10 GLASS Ex157i ON -H AI NUM Pon CLASS DUES'8 To CLASS. C tMIWIAI POP T 1 i Ma r-Fa+• j . _ -' - -0• B + 6 - u rnlra a I_ MAN.MAX j PANQ LENGTH Is4 as qri N R - 1 PANEL LENGTH 1 I _._1//'6-2�N2' N TO OlAAS I �J 1 1NVMBRIIEIY •I- a�SpARAIIQN 1 (� vr-41"t) 50% N IF N.THUM"C� OF t' „1 .. I T!I WW ` ED 1 0/2+/��7!•7,U14'6 tAPCON ANC114R O72' O.0 1/4.0 TAPCON ;.' EX POURER 2"N4' ROOD ANCHOR a 12 DO CONCOIIETE CONCRETE BLOCK REOUNIEO y , REOURtED. WALL WOUNnNO WALL NOUNT'ING SECTION EZ1 SCALE 3/8-1- SCALE 3/8-1' 11,NI/ItNIN, 'vGENsf 3L FLORIDA BUILDING CODE Non Ifigh VolocIty Nu cons Zone) tlQiiS MIN. PANEL LENGTII I 7o.441 0 17ttO rc 24 GAGE GALVANIZED STEEL STORM PANEL i1 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SMALL BE 2'-6' Z * ;: t DIMPNRr PRESSURE RATING +/- 40.0 pLl. AND 6'-0' MAX PANEL LENGTH. _ IL E C O IM[ �� PROTECTION PRODUCTS, LLC. •, 2. FOR NEW MOOD FRAME CONSTRUCTION: WOOD Zv s IMe A r ♦Soo sA st stall 4 rP Rr r. AAN YALAr 4lleex n era alYx. A !]H4 MEMBERS TO BE SOUTHERN PINE Na Z, W/ SPECIFIC r, S� •EN f AM... mr� ml RN.,eH Pr9Drx: (Ps.aw->6.a ra IFbgw-FIE/ 20-175 r Ymi, DENSITY OF 0.55 OR EQUAL. °i cA.•DD`p�i N/�"'j'""t\L` Y /rl/tar �'K./9w.ItAa/wR NMFFB A. MIR .R. hL + 9Nm +B or Ill ALL AMERICAN SHUTTERS AND GLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP, i0 PANEL SPAN) TOP MOUNT (CONK "P, TYPE AS REQ'DT SECTIONS D,AIg NUz4x ,7iK4 SS` ' BOTTOM NOU \ i (CDNN TYPE S; REQ'D) MAY ffF AT TO a 00170 TYPICAL VERTICAL MOUNT E N T 6 TOP MOUNT fr-;nrN rvx WINONUTS FASTEN® O OVERLAPS W MI'CISPAN (USE' APPROPRIATE SPAN TABLE) • 0,37V VATION IELEVATTON 161710 (SPAN ABOVE 4BMUCTION) A MOUNT REQ'D) OMM TY6 J?,EJN K XqD) �� TOP MWNr L dODNN TYPE AS R6Q'D) (WNNI URGE (SPAN BELOW oeGrTiticnoft (LOCATION MAY VARY) TAPE As kEq'D) DESTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL g'-20 BOLTS 1YITM WAf EKED CH PROJIDEC THAT CDNNECTION5 AND BOLT W FASTENED O ANCHORS, ARE ISO WHICH SATISFY WING Ap50NIDNED (USE SPANS ABOVE a BELOW OBSTRUCTION, APPROPRATE AN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS M NIMUM SI11RM A l S AM ION ROM GLA55 NC t I H r WINO lONI 4 A ET NTIAl FAOI ITIE MAXIMUM , DESIGN 155U F . Al1VWA0L1 , I I AIIC NS iL11 N3 ALI M/SfA11AnON5 FA fER GR fog I '. TPAN tIPHY) MAN q1' AROVF OMDF THAN TO ABOVE GMOF I •/1p I '_ 1M,U-M_ _ ..aM In ..___"--._.. _2.16 in _- ♦ ! 16 t IU001n .... 4Db u, ., ...._ 1161n 1 _... -- _.I 1 .146 �. 13U 01n 4.06 xt tl6 U� • Its 1 1TOOu, 6MN1 2161n L SO1230311t,A / p51n 1 In 1 6 i •!-ss 1 l066 aailM 2rs,n /'60 932.. fim.+53m 61 2 ] r%10 1AAM 611'n -i yF'AIV b(LHtUfL1Lt NU I tb: A L ENTER SP N r _rCHEDULES WWithNEGATIVE PANEL PA 1 TO DESIGN S. FASTENER SPAR DETERMINNEE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCH[MULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO MEGA" DESIGN LOADS. 2. 'I+i1NEL FASTENERS' ARE STUDS USED IN CON)UNCTIONWITH ALL. MOUNTING EXTRUSIONS (•P^-TRACA, 51VDOEG ANGLE. ETC.). USE 6.JS' OC. PANEL FASTENER SPACINGLE 'TABVALUES TOR ALL "H"- AND "U'440ACERS (INCLUDING BUILD OUT CONDITIONS) A. LINEAR INTERPOIATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE use NEXT HIGHER LORD. GLASS SEPARATION NOTES: 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETENMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED rid USE WITH POSTTNE WADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHEP LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE NVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE CLASS SEPARATION SCHEDULE IS (407 REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLEh' DESIGN PRESSURES: aT T""L NE'I" AS NOTES) IN DESIGN DESIGN NOTES: sc"FuLES A9 PC19IT{yE AND NEGATIVE D6510N PftE95URE5 CALCULATED FOR {{S�SE 1VETH TH SYSTEM 9 U. BE DETERMINED PER SET ENGINE IN RDANCE Hq�Tli DElE0. F THE WITH E 7 AND CH 6 TEA OF THE 1A BUt CODE BELESS THAN y 17 NW1 M OIL OREQ UAL TO V IJ E NEGATIVED SIGN PREbSURE CAPACCTV VAlUE4 LISTED HEREIN fCXi ANY I ti fa7 AS6EMaLv AS SHOWN. GENERAL NOTES: TNLSSFKIF1'THr, I MASgpE0E1DE`C,%ANO=0V'1'PAAABk�C& IN V:COR CE IYITN TN6 REQYIRLM[NT9 OF THE f1DIlWwgUiLDI1G CODE t(303D)) POP AND +' OWWWIy Y! r CW •tee R:11CD1T10N U56INS1D! OUts10[ THE MVHZ, P Ma 20/, 202AND 203 TEST PROTOCOl9. CONTRIKTdI SMALL 1MVEM10A TOE ALI.OIVASL[ CTRII HAS SEEN USED IN THE '• OF RECORD FOR HE PROR CT ?Hot ben tt UalD *HALL K RGRPONsaLE .I IOom SU rAeeS To TH7[ DE9ttal WHICH m : PBRMITTRIO CONTRACTOR. I!t SEALEOENCRIN[EULL D to °15 E[ET6/AN CLCULA0AS ATpMT5L RQN is GEMERS AND Dar, MOT P=Apy30E 11" FOR SITE CDNDUD',If ITT %roPER OR OR'ft UUMT PAOp FI I SlAct I[EGOCUq 4TEMFOR USE IN RED ) HEREIN ARE BAlEO all MAXIMUM TESTED i apAErDR,SA 0qApelles NNEEB( Yy AT.M OMILW\yITE�EI1�F[q CATaD114 � i 3 BY HlAWN1N UHAATIDN, S1, a ,4 STATE, AND/OR LOCAL COtXS. € S E[ I.5TE[L Ow C24' qae IFORM TO AS,TH ALSO ETAUCTURALQUAL 00 WITH A MINIMUM Z-ft% IBl, la SKAµ51Wa3•T6WNLN UM ALLOY, $ ioWN MAY AE MTERCNANGEo AT FIELD MAY BE M OUNTED VERTICALLY OR »� 14. BJGINEERSEALAFFINED HERE TO VALIDATES alit ML 06DTtK SHOWN ONLY, USE Of HI6SPECIPICATION BY LONT R, al. r! INOEMNIFMS A SAVES MARMLBS IMS ENGINEER FOR ALL, COST 6 DAMAGES IN4L�DIMG LEGAL FE3SAAPELATE FBlS REbULTING 0.0M NATEIW. fAaAtCAT10N, SY6T91 Eaacnox, a COxSTRu(?ION FIICW BEYOND THAT IV IS s 0, THIS ELAN LOCAL. STATE 4. FEDERAL [D0e5 d F11OM DCVWMps Of TDe PLAN 1S. EWE" AS eORMLY PROVIDED HEREIN NO ADDITIONAL GSR73FLCATIOMS OF AFMrIONSARf LNTEND{D It MA IRIDNSMOROTHRR MARKINGS TO HM OCKUMMI T rERL[D°pNN AREaANASDATE HIS CERTFIrAT1ON TT ifit EVERY 7 0 Firer. GONTAnn Q HEgL L0 TIM 3N PO111MTTIONi11OF (1) UHEI VI31T ECALC.10131548 f'Q CCiIATC`3 n •LIr ...HM" A.'vA Y-.I.YYI Il-YI �r can RgTnlAxTCNxL Mra, Aw•rRlri RrPLpE[R MINIMUM ALLOWABLE SPAN SCHEDULE �T: "-M 911MMIMU9111li ■�l�l�••i.,'�-1c�c� ' ��-Ai�ilolr:��m©�! � L.7�ciiia7��1�iE11i8B1E7E17ESi Mai ..ML.'�EiSi.©.©.G71Ei7.[��M�' ��rr r�E'7ppI a.7trA7t;iMFA7ilii�iM?A7FLil?iiliM�M.'.si' . '7 MiiMLiEUiiE�©0F3C7EZ17['�E343I E'�L,.^�'E'.Lti.:^2SI!'tiEFiil��E3®�i�F451E?�7iE1iFi�' �.�l0 �%E.3i�LiE.�E_a1E.11EIlilFi'y7E�E:�1®F'.:�I raN01TIrWy AT ft%EN wlrillN"n4NCA LFHGTr51F61 •I,Ah �•GSf NOTrO 1M TAMI .KK*.T AA9 �MJ,v Kk2r+Abl1 ADIEM NX.`1 I CI,44AS>1Mf VP wMfX4RwrL,IMlI.IS,:XLA,lx nwM T,AI I,CPl1, FDr MTSPIIRIVf MCNWn. CIINMNAIt19N AMIV, 1 31M [LL1buRt5 Ft N(Ar,L•,W Kt MaILDOUT Ma,fN,1 W YANf IpS,y! WNRAr MDr CL,-Pt" T Aaf XL•I 4 D WPM 1 W 'I J2. YG [ONPITM,< A Ira }1RPW (M KPMr YII Sew, AA 'Y V W W R U f,2u N n A 4e nG D I, rAL2 Arrufs low,. )) wII•' cell wtew0Y1 sTITQ' BOLTS AND v I., A „xN cam, MHr+ a1 1 MF M[• MS•lr2A4 W I) I. fell b. 9 U.L ^Allied ] NAr 5MN N NIMIIp r1NXM1 pAx f I I Or n1t OrYngXy I W pit Bpi rrH, CLJTVxK PM EPLNIti< IRR IN-T.lt r I v511F •Wr MMWIING 4?'r•CmDN SM%w. Its TNrt! aPYw)hrS L OPTIONAL iNTERiOR FASTENING DETAIL N.T.S. ,Ar+rnxU INI:rx,Lf[' 7Y 1 MIRL N' )e • 1' S : SIMLW In RD,T a L 1NE 1{P6W M Dt4 ND,e call XM NbrA w»IrcAm wIM9N„• JN IM11M PA? M' L )n . , • MaC1nT,X,fiRw VIVO o L 4 LS 11 . wINDMrt ly' Ur. tcl•. S MJrr(1M NOW, F tio ' AL! ro.WMCAM ANFL: i E ROT,_ MO„NI IA LJNA •YPR T F79PAXMR ells 9N4 1 O ♦n • 41.,21 Wu$ < ss 5 q i n a N o ppW W O 210 a f 1 L D PI t,YaW6Rina,plA�E AT sFAurlca,wsTm AfFR ' 1.:slate Tnfc.rrr r1011OV/ &.Orr ,2P VN of DIvl4 X, ANC•Ipp 20-31543 I1A)DO nPAMINL Aw �N6 TXA,f. • tA[,• Y1E, AD,ACrHT ,o . fG,.f51 MNN r OPTIONAL EGRESS PANEL DETAIL S M INTERIOR FASTENING M - 2350" IrO 094"gy�,pp06a' Y"m9.wN. •1L, ".. I 4- `SA 0.710" p1�1 A+ �!•IAi"U.' r0.629 D,"1-Nlr. �.129. DA94°, I2 4 rF. �0.094" ri ,094" �1.12a' �,. '�' T'P, $ rn ID GA t5 � -� 4 LAID" L93D" �O,Cb2" o.u6i ,] ', j_ 5 " i-alto" 2.000" �.; 14� -4'+36. ,030' 2.ryO1DO.aAD�� VZA ", M. -4 2,000" _J 2.000.E TYP •'�>i � .121' 1,180" .y\11' KAAD1 l:J'�^'^"�" rneuBD`°uly" HEAD[N �E4kb_ ®d-PAN CLOEIIRF �..dBOIL... x <Y1 !. AY 1.Y 16Y $ a _l.Sl 1.560'I-- 1.560° 14510 310�,265"X •{L-{��3147A'q• 0.370` �10-0.313g" 0.1 "p ON��' 12.5D0"PANEL COVERAGE+ L� O.179' j•-I (♦•0".65s• D,19tLti•-I If04b�s" o) ;19D'6sS D.35a' L007" �73^ 8 14.073"PANEL LEI �6 O,s+S I os 4isa• 0.2�• O.Osa' ,+ $ it 1 TTT • �-FTi 5 '•1 L 5 I 0,090` T- 0.09ff .I ,O, �w N Oi 215• ..1 0 0a5" 0 jp • RO 19S .304 TYP TYP. P• DA' 0.70W 0,95T M1ED-OU7 7 TRAON /_•.= Rag �e ,,'k �� -MoL T - 3 `� � 017 •y p•DI ' 5, D A'.Yhr N1I.Y r:rl"N�: 'AR9 _ •7 �:SF' Typ PBMIeED r3■ � 13�L .. �1R nYAL ®"C ANaE - MAD( LE117EN0Eal OVERLAP `33i✓+"DM'-v:E UI[NLF rj' ' I a :PIt7Y '1. Alrl 111 � IX,r 4° MAX, /A� 00MIRO.ONIR6 09TALL % I✓- � MAAX3C ' 'G-IMNIL: )-ILL- 4Prrr T` „. FTT.:tr Inn'- .Ir MYvI, LLI L as nr rum'Yn BUILD -OUT 6 Her u• rr axcrr WANCE 1 A1, e^YY Tpr A• s,4 „seep �Nl 1.000" _ Ngµ: Rnv-.:rr ••- ' M1- M'�s:x ♦•;n!'YN1,1.1 :ref+lA..rJI U.!L"". _�:�IY, (!1 +�NI ^. ,x. s• EMBED - W1. Pair 01•''P.'_nA:.x,r•VI.trL. " I•R+:I L;i �DR.b-9 JL.T!>LF-:.:R r:>1.8 M+.•L, 4:YAfC'.l PJ"wlfill OVERLAP':Al1IIp•tIM MAX Yelre nc2s•MAx /-�pinu.oru XaWII:I n11NY u.Au •:YIIPt•'I'•i'-C#,.T} ,M' H T S 1.5DD• c. x:. --.:•v IN r 3.500" 24�-NANvU.LL �a rdlB ur m x'x•prF4^y. s Y �'> 4" MAX. , MIN la',u•-util)u. ODD` i a'X us M% . �sN ? n .Yid✓ Rx.4CORNFROEOlLAIF OBI'Nl EMBED 0 aM1 MQUIR CLOSURE or& I_ .,,T.. V ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANIL FASTENS RS O I2 5" O C 2.a^ WOE 01STANCIF =1. � n MARemea AaCNOR' PNlasaaN TYPE u TO '•0' P '• T -IC MYY rn6 41 C L 4 2 2 C LONG ]Y►! C1 2 C4 C COMA riDt C 4 CS 2 t.1 C 3/'F C 1N, 1E calm D[WKTOlTRK011 1' • 7 2 12. ' 4 ' 16.0 / 7' 9.9 lI. S 6. 760 2 12. 5" 160 9.1" L7 12.5 ]act' ]l.a' " 1L!' 4.0 i 2' 5.5' 12.Y' 1 D• a 1 ss• ur' 12.S lea /ai ' 16.0' 2" A 6 r 13 .! i . " 1 s' fA' .l' 4" a .1•' S.4• t3I a ! o• a1• s. 4" 4 1LS 0" 1 JA" 1 .6' •I" S4" 12.5' 16.0' SI• 5. " A 1{•r.l 'UL -two 13 DFNKi Ul1MCON /1 I 1 N p.�.� 52 72 31.5' 16.a'7ir.a'16.C3 $A ! IRA" 1Ti�' La 0' 13.4' aD f 1"ins]" 16. ' a 'S 0 3 le0 9. 12. a Sl l t 1 2 lOD 1 1 S 9.A sit, 100 tt9 9.3" 3S' '1alY'T1. 32 !' R.O.11.!' 0.3, 121 16.0'1 SA 12 5' 14.a' 11,9" Ad• 315' 360" 11:99.3' 12.1" Af 0" 31'r P.5" I)4•III M 11 3! ALL F�INf[a0D0 [Er Al 46 �l' 16i�P 31 12-5' ]a.a' 16.a' 16:a' 1 3' IA6' Iar1 t2./" I} 1" %L0" 4413 13.1" 12.5' Saa' 16.0" 1 f" 1 , A" 1 . . " Id' t6.b• 12.7" SOJ" 12 S' S29 ]act' 1S6 16,01' 14/' 13.9" 11,111 11 3 it r 19 IT le 0" 111' IDS" ILL f0.6" 1I V 12,1' 36.0' 42.3" 160" fE•d" 105" W.6" -12-5- .16.01- S' 1 • " 1 .g' 16 S 10" 1 9' 0' ] . " 1 B" 4 NHI UYrVM'rl if'. NAI,Y 51 ,x •,: � •'i.P 41 Act X $2 it. li 12.5' SL ]3. fe.a'rao•'16 16 a' 125 its 4. Ill O"l.D• I a Its 14 .0' SS.I" 12.5' ie 1 :D li 0'iS 6"'il.]" ll a" 2.5' a a' a ' 1 a l4" , 12.d " la 3Y1' L 1" 2 Ia.B• 1 .!" 1 SLY 110" 1a0" 13.a' 11 6 0" 7 1S.S" 11, 2" 12.5' I6.0` 15.S' 162" S' 14. ' ]AS' S" 36.0' 1" L 2" 16" ],a 03" DISTANCE ?E X ]4'rlW CHDED 13 ,r wNIn,IW VY 4t 4e n r-1fa INM„ T3 IIZIIIIRN.EN 41 4e SZ 7 Q.,­'jo 12 ITw" TAICON ♦1 M azs' L1S 13. ur 103' a21" A.Y ME LS E]" a1Y 13." aid" 7.1' air 6.1' ID ] L36• t0!° 9.1" 0.2d" 4" a2r' 6.25' t5 ]t V1 111" L 3" 1C e' A " Y' " 4001. 7 or ur 9 0.25' 9 7' 9E, all 120 f J' 1:.1" is Al^ 1D" a2 10 A l•• 10" aaY' la 4 0 ISS' 12.1. A.7•' ♦ 6,25• 1U.7' 4.1' La' a}S 10 7' A { 0' ' 4 ,0' 07' 1 S lOJ 13' 4.0" Ica" ;F'r nRl r I N I la ALL rasa SOLID 9 o110t1tr Ii 12.3' 10 G.H.1' 1 !" 12,5 ]• 0 tl' 9. 7-e' 2.5. Ia.O e" 32S" Sl!' IL loll" 7.1" 7.21 S1INI.Ir 16 ' 7.1" al" . ' Isla, 7 b.2' I2./' .D 7. - &I, 16.0' T.7" La lt1' 1L D" Y,/• L}" 4 r 1 UN• N1BfD 33 urwN MMYr 1.1 u I Y y H T' It 11 12.5' 16.0" 0.4" $.1, a 5" f ,5" 4,IT3J" 12 S' 13A' S2- {,6' a 7 2 ]" .6' a' d" R.2' , 3. " 2 i.6 3 A i1.5" x4" 1' 625 42" 3"' 13' Sot' ILI- Its., J, 131r' 4.2 ' e:2Y' 4.1' I.a' e25 92' 3d' ]]' elt 02" 3N5 I.a" 8115' 92' 15' 33" A2" I2' 35' 13" Zia- PD6E Mum 3� NAR Be=* ARCNaa PRLWUNZ TYPE IMF) ". '-W 1 -0,IIInL TIP waTEee IaIaR TYPL d LT C3 U C C3 [4. n 2 INIMY ETD[ } 1 a t o c FRIEND 23 IN, M-XFW 43. 44 52 12. 16.0'' 16. ' 9 It ,4 13 S 6.b" 16. ' 7 12.5 1b.0' 6. " 6.7' l 2-•1 1 o" 6a • C 12. Y'10 p' ISP D:1• IS Y' 10.0"IIe /.d' 12 S lv' ISO' 0' V.i' 11,5 16 0 J U1 7i '•0 11. r' 12 Y 16.a 1a 9 0.B 12 32.Y' 160" 60"11,7' U.," a T 0.0^ LZ r'rZ 1237 1e.p'SA 60" .II, IVY ENDED 33 WOOa1CRFW 41 46 52 7 L2.S 16.1y160, 10J' 12.9r, 16.0' WAII 1.0" 1 S' 1L0`SO B" 6,2" .S' ISO" 14.3• a 1` 12 • 16. ?_ A- 12 S' 36U1' 9. 7• sit• L2.5"160ILO L7.5' 12 lea 1l 1" 16 b 9.6' 7.'12S' 0 a4^ 12.5 S.6' S' L 16 .0"9.6' ISO,,a' Ib.9 6. 6' 9. 3.0" 9,6' S 6" 12S'16.0'9. 1- 2 Y ]2 S" 6 56' • ! ' Is.O" a6 I 3 a6. 0.6` 5.6' 4 A147 •ITT R[b 93 TAPCAn'rPAA' At 48 a"nowe a► R 7 2 12: R2 •' 36, Sao" 154" I.Ir :12 12 5". 180' 16.0' U.5' 91 '9 i 9,l" 9.l" ]2, MT, a Z. .S' 13 W, 18.0 703' 1Ltl• N 7 . 9.1 197 #A ILO- Ll" 129 12.5' 11a' 76, 1t,1 Saa' 10.d" ♦.a' .t. V ] . 2 12.5' 1 a" 3. 3 3.0 160• lea rya II 3 AI I NUINIH PMI, 41 WOOD MiSk ot, 48 D�C fB,aR� 11 I!I■LI r2 26 .a' S.6' 1 . 1 12IVI 13.e" 52' 4.S L2.S" 16.a' r P' 3.!' 12 Y' lei" 6" A 1' 2r 12.A' 4.e" !2. 1 .4" 5.8" S" 12.1" 4.7" ,D" 23' 32.9' ♦.7' 11. 1 { 13' 4 f" a 2 122 W 6 2! 12�` 1.0' 9 9 62s' 12.9, r" 1.0• 6.2311 12 r' It I" A {.0` 0.zr 32.2^ A,7 r o" ANCHOR NOTES: L ANO♦ORSCHEDULE APPLIES TOALL PROW CEFMII'O HE OUT ONLY 1 PRODUCTS HEREIN, all PROM DI$ MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWADLE BRAND AND PRESSVPS INDICATED IN SPAN SCHEDULE SHALL NTAPPLY. 2 EWER ANCHOR SOIEDULE 649EOON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, s ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LC1AD ON SHUTTER. AND SELECT SPAN GREATER THAN CR EQUAL TO SHUTTER SPAN.SWM CCNNK710M TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 1 POR IDENRFiCAnON OF DONNELT ION TYPE) 3 'PAWL PASTENER6" ARE MOB USED rN CI,7WLINCTION WITH ALL MOUNTNG EXTRUSICNS t"F-TRACC STUODFD ANGLE ETC1 U5E 6.27" O.0 PANEL FASTENER SPACING NGTADLE VALUESA ALL "H" • AND `U'•HlAD[RS (INCLUDING aUhDOUT CONDITIONS) 4 ANCHORS SHALL DE BNSTAU-ED IN Rr1CORDAwx WITH mAN vrACTNREP3' RECDMMENDATroNS, S� MOLU yN GLOM HOST STRUCTURE SHALL CONFORM TO AErFM C'90 Kax 6. MONINUM EMSIOMEN1 SHALL BE AS NOTED IN ANCHOR ST91e0ULt. 7 MW7MUM (SdaEDMENT AND EDGE O15TA NC1 ENCLU06 STIK(OD, fCMM, MttOi, AND O1T'1E2 WALL FINISHES WALL FINISHES SWILLS! UNITED TO Lf4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TO ANSPIIR LOADS TO HOST STRUCTURE 0. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-C AWD CONCRETE ONLY, 9, WHERE EXISTING STRUCTURES WOOD FRAMING, EMIST1 NB CONDITIONS MAY YARY, FIELD VERIFY THAT FASTENERS ARE INTO ATE WOODPMMNG MEMBERS, NOT PLYWOODFASTENING TO FLYY100D 15 ACCEPTABLE ONLY FOR SIDE CLOSURt MEC(S. 10. WHERE ANCHORS FASTEN TO NARROW WE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL Y X 4` ((MIN,1 WOOD STUD (' • EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING). WOOD STUD SHA(L BE %CUrHEFLN PINY. G.0.55 OR GREATER DENSITY. LAG SCREW SMALL HAVE PHI LLIPS PAN HEAD OR WX WAD. Lt. REMOVABLE ANCHDIS ARE. O6WALT PAWLMATE, ALL•POONT5 SCUMIFr a BRASS PUSHING L2. MACHINe'147fEWS SHALL NAVE 7J2' MINIMUM ENGAGP_MENT Of THREADS INTq THE BASE ANCHOR AND I4AY HAVE !RHEA A PAN HEAD, TTa155 MEAD, OR WAFER HEAD (9IDEN'ALN BOLT) U NA 13. WUMVM BASEDM94T AND EDGE DISTANCE E9CLUDC-fi STUCCO OROTHER WALL FINISHES. 14, Ir DESIGNATES ANCHOR CONDITIONS VM1C71 ARE NOT ACCEPTABLE USES. L9 DIRKf MOU NttNG CLNDiTtONS- L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET 65) gif ^W W L - N 2= «3 O .66 O O CZ O C O ++ ^^ W 3 C !C 0 LL CU 0 o .�0, VJ ^ W �p.. Cn C Q 1 -0 .� W Q Q Z Z W J N N -o W G t} CL C' 9- Of 90 Ca x I- N •T C G. cc f_ N N N p SO C36 CD a E .r c N tx V .4"- 4 � m do •- m tU i2 U q1 o C to C. -2 C A fl U l^. ICI W R� CU O LL CL CL V CU O L CU W LLJ Q Z Z Q J a. SHEET NO. S H 1B5