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HomeMy WebLinkAbout36395 Well Hill Wayv n D N v 0 D 0 J N 0 h J n 14 N a�- v v n 0 i D 0 N D I V h N l7 ID ri v O rn N V 0 0- 0 a E 0 _ `c a J i 0 0 92 N N n 0 0 0 i v N AJ n r _ 3 n v v n 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 orA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. 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 Coff. 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 Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. 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. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr 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 Galy. 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 KNVALL or KtWall 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 Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or 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 Plt. Sh. Plant Shelf PLT HT or Plt. 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 Rad. 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 SD 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) SQ 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 UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.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 WIC 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 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 LEN'ISIo% 1748M 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN w 2•1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT ' 3 ELECTRICAL PLAN _ _ J 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / 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. �v ,.- cri a d o- ; oCID s 3 N ca M c 9a __J a- ?_ .a 6 L CV X., Bil it Pi f4' e i "v) '9 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 W _ ti 41 a � E 0 8 y f 0 N m W��� 1 N 13 Q "T m mLL u LL a z -C m 3 off^ o M rn W z LLW to of ,ro co Z co Z O04 U U o t�M W El El z N M o g z N z CD o � � < J o W N z a Iry -Emil CD o f6 w O _1E N N LLI p C w 's U) cJ iu U) Q ®IT® o Z w M M M J Z ¢ � Z Z Q � U_ E Iz p U m zo 6F w= >n ZQM ® oa o E O < ao 0o 0 K °Z <o H . � L, w � X� @ _� ¢ o m 0 oW Z _�5 m J om a� ¢w �Z '0 nson g cn 'S oLD a Z w 'o .� o M v w¢ 6 ZIR o1 3 O ` ' > M J Orn M m 0 co co a U) m Ln _J N O LIDO Ln N Q M N Q0 U-) 6 w : M T to o Z CU z E T �' N m c a- U _ Q 0 � JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. C S KITCHEN MIRROR 9 80 0 co L_J I liv 149 11C 0. BATH 1 I M­ , ff-I I =--- W I ! i�151101 KITCHEN INTERIOR DETAILS SCALE: 1/4" = V-10" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, CABINETS 2" LESS THAN BELOW SHWR. SHWR. MIRROR VARIES CURTAIN HEAD RO" 0- 24" TOWEL BAR TOWEL BAR (0 Lu ON WALL ABOVE TOILET TOWEL BAR TUB OR SHV ON BATHROOM WALL MEDICINE CABINET TOILET SHWR. VALV ES 0 G_ SOAP PAPER CID HOLDER 9 a -Z 02 LL LL C? 0 M [FTUB FIN. FLR BATHROOMS, SHOWERS AND TUBS. a. a. OP 9 ;;t DOUBLE RODS SINGLE ROD CLOSETS / LAUNDRY BATHROOM 2 42" H UPPER CABINETS------, 36" H UPPER CABINETS - 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT X . 1 36 H BASE 0 FINISHED CABINETS COUNTER TOP 30" H BASE 9 .0 LL CABINETS ao 0 2x c? FRAMING----, C�l �0 7 1/2" GYP BOARD - 11:Fl�l -1 - - . FIN. FLR.. J 2x P.T. SOLE PLATE - SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-10" 12'-0" 13'-0" I ------------- 8'-3" 3'-9" 1 V-8" V-41 AC PAD G) HB 35-SH it: III li 10 E:: - - - - - - - - - - - - - - - - - - - --- - - - LANAI -----'-NOOK I ------ 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG. TILE ------- - ------ J- 12,11. 12'-4" J_ 7 00 2-Al" ;t 0 z ED FAMILY 8'-8" FLAT CLG. CARPET ,too- FLAT CLG. 1��F 0 TILE FLOOR G.T. ; `7 "-FR -- - - - - _ - __ �E 6-71" 4 (3) 2x4 #2 SPF !G G) STUDS W/ (3) 16d DINING -0 NAILS @ BASE 8'-8" FLAT CLG. S3 C? CARPET :3:': 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. 10 up Ir (3) 2x4 #2 SPF 0 STUDS w/ (3) 16d 0 NAILS @ BASE I J WIRE SHELF @ +54" A. F. F. PLUMBING LINE 4068 ARCH GG TO SECOND D. 8'-8" FLAT CLG. (3) 2x4 #2 SPF FLOOR STUDS wl HTT 16 C? TP AT BASE DRYER VTE LAUN E NK FOYER W. Q J HANSON BOX 8'-8" FLAT CLG.. 4 7 8'-8" FLAT CLG. 36"A.F.F. TILE TILE -i __4 '�Hl;> SW EXTERIOR WALL--"--," 4'-0" 6-71" 4 W/ 2x4 WALL Z UJ X 64" 17'- 10" _7 z PAD OUT 06 BUILDER TO EDGE OF SLAB 2"-J J - PROVIDE APPLIANCE BEYOND WALL -177', LL I— C - PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WA kzl. 1. 00 (0 op (D ILLI TO BE FLUSH. FIELD 80 > uJ_ 8'-8" CLG. A.F.F. G.T. VERIFY. - - - - - - - - - - - - - - - - - --- 8'-0" CLG. A.F.F. - - - - - - - - - - - - - - - - 41t i I m cc r Lli 0 9 LUi I 0--- ATTIC LU z =�l --__ 1 JENTRY '-0" FLAT CLG. A I 80 ODL - - - - A&9ESSJ U_ � M GARAGE 11 C) Lu 0 8'-0" CLG. A. F.F. > _J 00 5 TYP. @ SINGLE 0 STORY (SEEAA/S3FOR 4-4- S3 STEM OPT.) 00 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 10 K 4- S4 TYP. @ HB GARAGE 16070 OVERHEAD DOOR L 19,41, S-8" t26-10" V-4"X1 -4' "L" SHAPE CMU COLUMN ra 10M � J � TYP. @ 2 STORY, SEE JJ/S6 @ STEMWALL LO Cl) 1;--, 1'-4"X1'-4" "L" SHAPE CMU COLUMN ff., HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FILITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.0E Fb=2950 <@(2) > - 13/4" X 7 1/4" LVIL 2.OE Fb=2950 (2) - 2X4 #2 SYP W1 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA') +29.7 -32.2 r' +29.7 / -39.7 Q� +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 E SN SHEET K-H SE SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2'X 25 S.H. 13 20X381 8 18'X37' 2 4 S.H. 14 20 X 50 5 8 18 1 X 50 2 S.H. 15 20 X 63 18 A X 621 2 2 S.H. 16 20 X 72 18 2'X 71 ' 2 S.H. 1H2 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 38 1 26 x 37 S.H. 27 14 X 50 5 8 26 x 50 S.H. 27 4' X 63 26 X 62 1/2 S.H. 1116 27 1 X 72 4 26 X 71 1/2 S.H. 22 37 ' X 26 36 12 X 25 1/2 S.H. 23 37 3 X 38 3 4 8 36 X 37 3/4 S.H, 24 37 34 X 50 5 36 'X 50 S.H. 25 37 j X 63 36 12 X 62 1/2 S.H. 26 37 3 X 72 4 36 1 X 71 1/2 2 S.H. DOUBLE 2 WIDE 75" TALL 7312WIDE S.H. 32 54 X 26 52 � X 25 S.H. 33 54 X 38 8 52' X 37 2 S.H. 34 54 X 50 '8 52 2'X 50 S.H. 35 54 X 63 52 21 X 62 2 S.H. 36 54 X 72 52 21 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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 . dow 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. MASONRY HGT. @ 8'-8" A.F�F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 1111717171,17177 �77 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 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) C=* cl-i 4r C2 C'4 Cc U) C ,_ Cc C= V) C4 E 0- CJ 'Fit 12 --u J s-, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U "Mg W M Ash, III- ct� E 8. 6 All, M�l = 'I 0 W 0? V) LL rn r- P-- LL Lu (,4 (D a- LLJ uJ CL C.: z 0 0 0 0 W uu < r- no W 0 2 0, < W T r z �,to, LL . _, cc C) W 0 H Lo z < C-) co < 0 U) 0 d 000 z W CD CD < U) 4-J LU U 0 L-U U LJJ E C) 0 CC> C-1 _J z C6 E 0 U r6 mo U 0 0< CD CD t 8, < 0 z to 2! < < 0 z z M z 2. 15 8 z Z, 0 co 2 < < z LU M < 0 E rD N 00 C:) 4) > (y) 03 0 (.0 U) LO 0 C:) 0 L0 C) LO < cly") E E 0 co :3 6i LO z E cc cc E 0 0 18 0- 1 0 _J 0 1 _J JOB NO: 23-06112 SCALE : AS NOTED SHEE7 NO. 42" KNEE WALL WITH 36" CAP &CASING OR 36" RAILING 3/4" PLYWOOD DECKING 16_ - - ---15 - --.14_ - 3 - -- - - - 13 - - PRE-ENG FLOOR _ 121I TRUSS 10 a lx TREAD (TYP.) -� 3/4" PLYWOOD _- 9 1 DECKING 2x6 LANDING--,- 8'-� 1 - 7 1 1x RISERS (TYP.) - 2x4 FRAMING -_- 6 1 r; 5 42" KNEE WALL WITH F- 4 1x8 CAP & CASING OR 3 36" RAILING 2 2x4 THRUST i BLOCK 7r, ON HANDRAIL 36" H. CONT. RETURN T O GRASPABLE RAILING *WALL DETAIL. �r - - - -- -- - SCALE: NTS 6'-7" 2x4 THRUST _ BLOCK � 60 (3) 2x12 STRINGERS 1 3/4" PLYWOOD D2 H1 (D DECKING TYP. @ 6 2x6 LANDING i0 CORNERS (2) 25-SH D2 2x4 FRAMING EGRESS TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = 1'-0" TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS wl 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along 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. equired 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 reads. 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. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. L SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3 D2 Sim. w/(1) MSTAM36 @ BASE CO 1 L1 3 D2 SIM, w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE 25' O(D �� @ 2x4 #2 SPF STUDS @ 16" O.C. TYP. 2nd FLOOR Oco _ _ f /� 2468 - O. BA H k ° 8 0' FLAT C G G.T. o R/SH N - 48x42 - - - RECE 7­177-- TR ;t I TILE TC �"-� - - - OWNER'S 36"x22" ATTIC IC h SUITE io ACCESS g'_0" FL T CLG I� N -- _ CAR T - c� 8'-0" FLAT CLG 2468 I TP CARPET - - - L- 4068 B.F. ------------ R/SH ■NTAIWSI .+ `I4'-81 4" BEDROOM 2 8'-1 FLAT CLG CARPET 16 42" H 1/2 WALL 5068 OR RAILING PER SPECS B. F. 15 14 13 N --------------- r2668 R/SH 12 j I TECH 60 o 11 I CENTER - '�0) 10 3'-3" 5'-8" 5 7" in g 8 co `'I' � r ti6� H +_, $ 0'FLATCL TILE TO TA. F.F. 7 L - --- � 2868 _T�LT_ 6 Qo M N 00 C° 4-SH �/ BEDROOM 3 N 8'-0" FLAT CLG G.T. -- - - - - -- - - I -- - CARPET - -- --- 11'-2" 2'-4' i-'- I 1 V-6" ----- G.T. - - 0o T�U, r BEDROOM 4 8'-0" FLAT CLG 1 c7 CARPET I 0 I =I �I �� m 1/2 33 SH I H1 B 25-SH 25-SH 9 �GRESS 42 22 EGRESS D2 HH D1 H1 O 2-11" 13'-6" Z-11" 2'-10" 2'-10" An' A.. C+ O.. 25'-0" I � I I I I I I I I I I I I I I I I I I I I I I--------------------------------------J TEMP. GL. ENCL. ON 42" HIGH KNWL. 3 D2 SIM. w/ (1) MSTAM36 @ BASE fn U) Lu 6 in 12� (N w D2 0 O H1 "v TYP. @ 2 STORY. SEE JJ/S6 FOR STEM WALL OPT. 3 D2 SIM. w/ (1) MSTAM36 @ BASE SIM. w/ (1) MSTAM36 @ BASE 3 D2 REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB, BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 Q SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20 X 38 g 18' X 37 3 S.H. 14 20X505 181X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X711 S.H. 11-12 271/4X26 26X252 S.H. 1H3 271/4X383 26x373 S.H. 1H4 274X50' 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 d X 26 36 z X 25 1/2 S. H. 23 37 4 X 38 s 3612 X 37 314 S.H. 24 37 J X 50 a 36 � X 50 S.H. 25 37 3 X 63 36 ' X 62 1/2 S. H. 26 37 d X 72 36 z X 71 1/2 S.H.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 5212 X 25 2 S. H. 33 54 X 38 g 52 1 X 37 a S.H. 34 54 X 50 a 52 1X 50 S.H. 35 54 X 63 521 X 621 S.H. 36 54 X 72 52 z X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" 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 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 jR-11/R-13 KRAFT FACED (GARAGE / LIVING) N o cue CW CD ti a� M cs ca N a m � .. c u- ra-. � C%; cn ®go d CU co � E CD � U ,. at4 i`„rsnpg. J 1 : fl. LO F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r. Wt�,., F Co E P + s O M O .a 0 p NV o +�+ _ W Q N_ W rn N CD IJi w up ILL wa + Z s m a 0 z W o 0 g N o Ile W Z m 0 L0 N Z Q CO J N O o a z U ¢ 0 C4 �) W ❑❑ V M � z N M o z zoo Jc :2:,N cif ' M z /1 C W \J O +-1 - O N w o �N U ~ - E �I U O N m o � J� w E� F@ r6 0 o a E co �< a O g, Z .= <o o 1 J lJJr aa c o < m 0 of a C N O 6 "m Z F m az � ¢ ap ZZ Z go NOR in A > 7 < 0 a y W 2 k O w r O zl< o 3 .N Ip J >M 0 Ca c� N d' T Q ^ U o N m _ LO co Cn -� n CD LO W E N M o Z � V iri Ln Z E r U) CU @ a E U Q p c JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. 1.2 t L 00 eo e0 1. FLR. T.O.M._ .O.M. ENTRY , HDR. HGT. SCORED co - STUCCO 6 00 BANDS FIN. FLR. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FLASHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ------------------ ------ --- ----------- CJ / WEEP 35 SH v SCORED STUCCO BANDS r1 SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU --t------ RIGHT ELEVATION - B 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 cv C 97 3 d Y CO � 3 � tj d �v :s": ef"1/ � °fin,°`�`•.;�c,°.��bjV,� ZZffv��>/ ' CO- co ILI tau y b� o+�' �! ski .�9 )% , \lci�''!� ifdtFlil! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N j� � i`a F �,dyy E O U F" Q j O N p '0 All w COcT W N N00 r a cn co 5$2z u tl yl,,1nf C JLL S LL W _J Lt.. S5 Z = m o 1 W 0 2 - � °� m w . a 'l. IL uu Z co 0 N Z O U ¢ o) lz� dui s r W rn ❑ ❑ V M � z � o o Z � N � Q QC� N M V) z 0 QJ 0 4-1 � w w � V �O �V) L 0 U L.U= pEMich • i`. kt �� = L U -�I/ Q N 0 W M C J U_ Z ¢ YS Z < LL aE p Z o �0 a1 Z >� < z® 0 F- ro 0 U 0 2" o E &¢ °Z � a= Qo o wZ �w z .0 ~OO j C:no O U Z F m � m << w o go a A m < 0 ti ti ti J<� 0 o �7 V w� OI< ;o C, V > M J Orn 2 m CU CIO (0 r Q (Cr m > N a--+ 2 N C� Q M N r E N 'E V M \ ii Li) o Z Z E T cn m E U J 0 1 c J JOB NO : 23-06112 SCALE : AS NOTED SHEET NO. 2.1 CIDETII-I ACC L'UM1P-I C IKICTAI I Crl AC =rl EXTEI PLAS- FRAM TEXTU CEMEr FINISH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� 1/2 33 SH CJ 12 �5 25 SH 25 SH EXTERIOR PLASTER ON FRAME FLR' I ---------- --------- • -IGT_---�-- FLR. — I — — --------------------------- --- CJ / WEEP 35 SH 6068 SGD REAR ELEVATION — B SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txterlor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. if the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I 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 9 CU E i % C �E ro� ca ;,q®ii19E9tlitltl/,f IV U E 1-0 °'y40 !/ltI11lI11' � 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 �.. W0) v E O c0� O O U N N rT o��� �f. N <�!! n r`- � a 1S fA m v *k " J w �LL� a J d c _ W Imo 0 z� 5 Z (N O i 05 co ' m W O N Q Q J ) M Z h Z O U U O W m ❑❑ M �p N M O O ��N v J ii E3 M Ur Q,)l 6 Ef� T � w m V u, g tllla C.) L-U J t f a/ �y O N 0 < 0 Q N 6� o � W � CCi E za o0 rm QN E ® w od CU ($ �= 2 0 W� U O [? C o C 0Q �o p� ww h CO a C <o z OZU w� ° O OZ M no F- ¢w O ), o� q O U a a? ? z r m M, Qa ao �C:) >M J m m m 0 r Q0 .-.CT coCV 0- (n o m - LO 0 tU O co o .� LO LO N Q 0') N '_ c� LO co L o Z cEa z E E U 4i` Q p -1 JOB NO : 23-06112 SCALE : AS NOTED SHEET NO. 2.2 I In 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 PANEL CENTER ELECTRICAL SPECIFICATION NOTES: 10 #14 to lights & outlets ELECTRICAL CONTRACTOR MUST VERIFY NEMA 1 00 #12 to appliances and GFI WITH THE SPECIFICATIONS FOR THE TYPE 150 AMP/ 200 AMP #tC to wH OF FIXTURE TO BE USED. LIGHT FIXTURES 10 #8toRange SHOWN ARE FOR LOCATION PURPOSES. 10 #6 to HVAC METER 150=2/0 A/C PAD DISC, WP MO 200=4/0 in 2" Conduit GFI 200 amp 150 amp F73' t UNDERGROUNDjDisconLnectSERVICE BY POWER CO. INTERSYSTEM Cu Ground BONDINGDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical150-200Amp 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 finished floor to center line of the box to be: to 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET �j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ❑O HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ® RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 4 TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 06 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 1.5" VTR III 3" VTR I I I I I I I 1113" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RAN( HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" DEDICATE RECEPTA( MICROWA HOOD PEF COACH LIGHTS -'COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS , PER SPECS & GFI TO ALIGNED RTICALLY I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� I I SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B ELEV-B J > W o � a Cc o Q �E M O CV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O �E N O N m v IJ CV O t 0 w '�',' LJi. to a rn��� if w M 3 a a w � _j n. 0 Z z 3 0 0 o 0 0 t cv o w y p 0 CO Z L O Z LO N M Z H U O ❑CI❑ W M � z z N M � o � N z o � WV)t_ z M c irrmi cn o 4-1 _1 _ ,,, o O LU to c N co r— E i IL c (D I _® ¢ N �� o Z w M M J y ¢ O Z Z 2 � "_ � E E E O V w� � O o1 Zo Q N Z od ro <z 26 '03 ZO Q. < ao O �Z L wg �J Cn Q O �¢�Z m O �� Z m � � ¢e0 �w gZ 3 00 g 0 (� T }) O w a 0 W W m O = QZ J w -IS o M d w< ;o 0 ti zl¢ 0 .N O J co OOf m E2 0 (� C r = r co _Q0 0 � o - m — Lf) � 0 m O Ln O LO N Q M N r- r m 2:1 cM (\ o Z E T rn � `m � a v to c ¢ D JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. 3 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. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 to Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4'=1'-0" tO1` O :P. W O-' O e.i a � o CO C-) N co N= S� 6L o+ O C1 C= a... in O CO RS CD CU E O rn zm+ <: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E I 0 Of N 'CO CD 7 44n f�A � U3 ti 'Z a u� M C' C W W 5 a LL 55 a a w L N W C? o N O w rn . m W LL Z ZN Z Q J x N O U V U N M � O O Q � J t` ' ^ M c /v� �+ WC11 ((p O ' T LL W O/� V,rt) v , 1.0 O w � C L zLJ1 0 g yy C) O N < C N N m ® w c M � z U- cE n O U o - os�� wz Z o z© oa F- M �0 0o o E o iz Q0 W �' L Wz g Wz C) ( O ¢o �y o mo Oi�i Z m J �m �� 'z �Z E3 o� z g� W o co oLL w� <o az oLL z T3 o ¢F �? 'o d zia < OU 0 �C:) > M .i O N rn m 0 co r =3 r Q (n 0 m N _ ~ O a o L0 o U ) N Q 00 N r CD U') w � co ' o Z (6 r N TVcc CU JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. 4 A 14 'Y V �J' b, b. 1, t 1z';:=ZT= 2 L 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON N FOUNDATION PLAN Uj Uj CO CONTROL JOINT DETAIL z 0 0 z 0 LL LL Z 00 Cr) LJ z z 0 F5 I I (C W191111111 jq'_n" )e- T-5" 5'-2" 11'-8" 7e e 2'-6" x 2'-6" x AC PAD V-0" w/ (3) TYP. @ #5's E.W. PORCH INDICATE:S FILLED CELL 9 w/3000 PPI CONC. GROUT 1 CL ;�_ 0-11 E0 9 FROM FTR. TO BEAM w/ (1) #5 1 _j U) ;� F_ REBAR VERT. ABOVE SLAB. b 9 TYPICAL @ ALL PLACES 6-10" 6-710" I 00 80 SHOWN. HOOKED FTG I I I DOWELIE w/ 17" EMBEDMENT wl 25" E>7. ABOVE SLAB. 9 GRADE 40 STEEL C.J. OP HVAC CHASE 00 ;t BASED ON 3'1" _�M 1 LOCATION e PROVIDE 1 1/2" RECESS FOR SGD % 0? REFER TO MASONS C? F_ FOR WIDTH. �0 rj 0 Ell LEJI C.J. TYP. @ 7 C? TWO STORY 4'- 1 T-8)/8" 3Y2" MIN. 3000psi CONC— SLAB FOR HERNAND6 COUNTY ONLY. 3Y2" MIN. -1 2500psi CONC. SLAB OVER 6 MIL VISQUEEN -VAPOR BARRIER 00 G. TYP d d C.j. % 00 7 LO j C? :�__ T-3", e_ C? 10 PLUMBING STACK—, GG S3 C.J. % 10 r 13'-1 T-0"" STUB UP-­� TO 2ND 2'-6" x 2'-6" x FLOOR 1 '-0" wl (3) FOR A/C #5's E.W. C? -3 1/2" K LU z 0 w 17�9" LN a 0 F_ W Uj 0 Z) Z LU 12-73" 9 31-111, 1 > co % 0 z N PROVIDE 1/2" X 9 1/2" RECESS FOR 11 00 FRONT DOOR _j 4" 1 06 W 9 1 -1 >_ Q� LL I z IL TOP OF CONCJ __j 00 LU LU PAVER TO BE 4" > UJI BELOW FIN. FLR. 'IT I C5 q. 4'-4" '�1'4", 2'-6" x 2'-6" x OP —J. 00 V-0" wl (3) TYP. @ #5's E.W. SINGLE STORY TYP. @ ENTRY 0 C-11) 9 1 1 F_ (2) #5 VERTS w/in S3 (2) #5 VERTS w/in 9 v --- FILLED CELL — — — — — — — — — — FILLED CELL — — — — — — - V-8" V-8" 19'-4" Je 5'-8" X _0 U) z 0 Z) 0 LL LL Z 00 l­_ U) Uj z 0::) z 0 U5 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 MONOLITHIC FOUNDATION - ELEV-B SCALE: Y4"=1'-0" M C%j C= cc C_.) C14 >< I% q 0 A 'Al i;wj < - C,+! C2D o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W g E 8 '0 0 CC) L Lu IN 0 EL LU M ILI- M LL C., ca C 0 -C 1, 0 = 9 x :5 . 0 LU M 6 N M Lu < 0 :E I- M W :75 1�1 r- z oo z W 0 LID co LL N < -1 El LJ 00 F z W 0 2-1 L'o 4­1 0 V00 Cl) I- LU 001.1 E as Y' U) < o c"> o z z < —3 '6 E o < 0 E U 03 r6 o oo E 0 < z< co fa t o � z C/3 < '0 z �z U:) C' < �o D < o 0;� .0 0 co 0 0) P cc (0 CL LO C) C) LO 6 LO 0) CN CIO E ce) CV) E ,I- CU :3 cn LO z E T_ (n E 0 0 'D M < 0 CD _j JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. 5 V 0 N 12'-0" 13'-0" 2 D2 FT3GE 1 TYP. @ D2 CORNERS 0 50 T N O MIN. O.C. MIN. 0 -n � J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 20 FT7G FT6 97 nOi . 1 TYP.- 1 L1 Cl) RG. WALL -n C 3 0 0 m FT8G FT13GE BRG. WALL _n FT11 r— •.. .. . S6 TYP. @ 2 STORY. SEE JJ/S6 @ -n -' STEMWALL 35 (2) A 22 D1 FT9 (2) A 5 B CJ3B o0 CJ1B 9 ��������������D1 7 ti�s� D1 FG3 c 7 C A TYP. U.N.O. Et W W 5'-0„ w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4G E M ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 1V32' EXP. 1 C3116) TILE: 1%2' EXP. 1 0�1'6) NOTE: [4:12]-[12:12] a=4ft L 0 a I�it UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITYSPF FASTENERS CONNECTOR SYP A META12 1420 9 - 10d x 1 1/2" HTA20 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 C H2.5A 565 535 10 - 8d RT7A D H3 400 320 8 - 8d RT3 E META20 1450 7 - 10d x 1 1/2" HTA20-18 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 G H10A 1040 1015 18 - 10d x 1 1/2" RT16A H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS I I Q I I(D j® J HTT5 K HD313 j I r I j L I VGT R/L I I I t 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 $" x 0.113") NAILS rt3t ® 13r 3r (9% 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 WM SEE FND. PLAN FOR FOOTING SPECS. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. PLAN FOR DIM. INTERIOR SHEARWALL @TRUSSES STEP—DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" VGT -F N I LUS26 P HUS26 Q HUS28 R MTS12 S VGT - M WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR 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 1165/1060 ** 1005/915 ** 8 -1 Cd x 3" JUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 990 860 14 - 10d x 1 1/2" MTW12 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. SYP I SPF I FASTENERS 1870 1 1585 1 10 - 10d x 1 1/2"' 1870 1585 10 - 10d x 1 1/2" 585 515 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1400 10 - 10d x 1 1/2" 2375 11 - 10d x 1 1/2" 1020 1160 9- 1 Od x 1 1/2% 8-10d 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS 5795 I 15/8" ANCH. /(26) 10d A-112 3295 —[ 2 - 5/8" DIA. BOLTS 1000/1080** 1 8 - 10d 2035/3400 --- (20)16d x 3-1/2" 2950/5090 --- 30d -16d x 3-1/2" 1195 1005 14-10d x 1-1/2" T 1 (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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3" GUN NAILS FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �2x LEDGER (A) �I} 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. SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: %4"=1'-0" Me i c vo ca � ;m h as cu-21- m ass C,4 CMe° M W� ao� tj , 3 ea i� .ss" cass � c To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 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 I' , zrE o A 0 +En v V 0 ad-rJ _ ��o? �r- r­ w � C —r 2 LL w J LL I=- >55 LL w - °O' LL NC x Z m o z c�m Z _ LO NZ N J Z U v o El El N M C,0 O � N O Q �i — 0- E3 ;;I_ `o /1^N r/ J LL UJ LLI U O LU o ram— cn Wqa C LU N O� o w O z Q g si ® zo >N za :z E V z ❑a � — E �= oa �o w� 001 fO az na U:)to i a Q �a o° m W o oLL z J 'az 4 �z 05 C> p 2 LL g z N 2 F rn 2 o'z y ® z w < = 1 �n ' 0 ch 1 za rl rz- O0� 0 C) >M co OCD E2 m O �— Cr CO CL o U)LO N m _ ~ 0 N O C) U) O L0 N Q co N '— W 2 :19t M r- LO o z m z E T N c 1L E U � Q p JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. 6.1 25' -011 (2) TYP. OVERHANGS OVERHANGS I 19'-4I / 5' 811 is ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r I3I 3e 3r HIP -35.94 49.57 49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58------�- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I \�O // I 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 I I ©Ir 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I I 1 ROOF SHEATHING: l O l I (D I SHINGLE: Y16" EXP. 1 (2%) or t5/32' EXP. 1 (3�/16) 1 1 I 1 I I r I I TILE: 1%2' EXP. 1 (33'1'5) I I I 1 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS ®+ 13r 3r la 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM Fi667 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS — J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 114" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C 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 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-1Od x 1 1/2" HHCP2 1 68 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 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 C 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. 2 2 PLY CARRIER x CONT LEDGER 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 ROOF FRAMING PLAN - ELEV-13 SCALE: Y4'=1'-0" e+7 cv o N � ,,, J as CL. M �a era eamx c � Cl- cv o� Q Cil Y a, w 10 m c cc c E m oa `a�.ci ..7 1FM1�p'PtAyy cM f -,, `fF;,'fflf';tiEt��1�gt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I 0 w � W E I- F a o o m S 4 ya' s) i G C.N .200 N N m 3 .2y =—C? h°i Qco C J LL LL 55 W k`, 13VZ — -O d `L m c m Imo 0 Q-, W " a ] oca� 0 Y °. w W (' Z U5 c' m J Z N N M Z O U of 0 U 0 ,..._; W ❑ ❑ Co Z No z � N 1 z o � J CO QD 1 o L.I„I c L a U O w o U LLJ N U o ¢ 0 r� o M z0 'S < w z Q —J LL n. 0 C V y z� 0° wj Z o z® oa H X� 00 U =,0 >_ az ¢ z N ro 40 ¢W (LO a C ¢ o or m ZF C, J ¢" zz o� g co > C 8 � �W oz r J z C=9IF- az zlaT0 2 C:)i 0 >M O d' m 0 N d. T v1/ O.—N Q C)- r V) N � O Lo O LO � Q M N r O LO m w �.} �1 co ri Ln 6 z z E r (n Cv E 0 o' c JOB NO : 23-06112 SCALE : AS NOTED SHEET NO. 6.2 O O 8F8-1 B/1T 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 L/360 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 Safe vertical load + Safe horizontal load -1-0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-0B/1T 8RF6-0B/1T Q © O O O O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F20-0B/1 T 8F44 1 B/1 T 8 F40 1B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID Jr_ O T • N W � � J �U O #5 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 4" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ 2" EPDXY ANCHOR OR 2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN u T/VVALL I W^ 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" l__/ 0 5'-10" LL 13'-0" LL O 8'-0" LL Q 4'-6" LL UEDWI VHI IVIV 1 Y FILLED F =FILLED WITH #5REBAR AT Q'D MIN. (1) REQ'D ALTERNATE POWERS GROUT/ U = UNFILLED = R RECESSED a O CL /EAR STEEL LINTEL QTY. OF #5 ° 1 REBAR @ BOTTOM ° OF LINTEL CAVITY G ° .M.U. #5 REBAR AT TOP w °° ° MIN.(1)REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T t 20 m/ z a ° GROUT � tNOMINAL.L QUANTITY OF ° n (n � ErC.M.U. O 5 REBAR AT = m w WIDTH #5 REBAR AT ° O BOTTOM OF - rn z Lu OF 4'-6" LL TOP NOMINAL o LINTEL CAVITY wu V rn w ir o HEIGHT OTTOM REINFORCING o U z Q Q Ci °� 7-5/8"ACTUAL PROVIDED IN Z" 8" NOMINAL WIDTH LINTEL ¢ _' C1 m � M a 5 REBAR AT BOTTOM AS INDICATED (VARIES) t~n MATERIALS chi precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 1 V slump. 5. Concrete masonryunits (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION MIN.B 5'-8" LL MIN. E 1 T-4" LL LINTEL PLAN - ELEV-B SCALE: %4"=1'-0" en tv d LUw n O cc CU N in�c1 va ® cc m ao sa o .r w a� (y- ,� J•� Phi s „I t' 1, k �t \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W >r� 4 a E O � o M U C N 0 co �, N �N •'n: iII Q O� qk u N M 7 J JLLU_ LL w w a t Z L m o �' i W (6 C? 0 arnk �, m Zo <.J N V Z O U Q U W U fn ❑❑ U M Z N m 0 C, <C Z o CA- n r- N M z �Q) U o M N a U O V) w o N� �N � U c LU E r I = w Q M Z tL � m o p oo F aN z® - - O O E �¢ ° O S< Z Qo < mo oLL J aw ¢ o� gz go co a Z mF C, ¢ o d� r o w¢ a0 My oIQ a � �C) M J O Ca cD N � co co r � r � < Cf oco N m _ LO 0 CD CD N cc Ln 7 f0 Z CO Z E T tq c a E 0 � Q o JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. 7 ____jLL1_ - - I 1 1111 , 11 1 - _11f� C" M C14 C=) 4- Cr co 7t Ln C! L0 C> C14 E CD E A* ID LZ CL C14 C> C14 F 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 PREVENTINSECT 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, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLYABOVE 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 (1 524MM) 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 ISAN 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL MITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5fTMS 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. & "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1. 2� UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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: 30PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2,3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 /A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4� 2. 1. 3" 2" 1 y2" X" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRE E (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-l-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): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 11 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C. 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 OSIB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 Ksj 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 1557-02EO1 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. IrrigationIsTrinkler systems including all risers and spray hea s shall no beinstalled within V-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed, 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms, Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R31 be re 861Ved� ncrete oyerpo and mortar along the foundation perimeter must m ejore exterior soitreatment, 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 exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment 13. FBC-R R318.1 - A certificate of compliance must be issued to the build in%department by a licensed pest control company before a certificate of occupancy will essued. 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (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.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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. KInTC- 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 PROFESS IONALS'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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEIL NGS AND 1Y 1 8" 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C= C= C= C'14 LA_ C-4 01 E cc M W C14 0 To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th EditJon, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 121 5 N� Q'I CO 0 (=n r10- 11� 1.0 N 0 co �r C _j L� LU uj EL 0 Z 2 2, ct, 3: 0 W :, , 0 0 �j,) T_ W (0 co Z co ��o � < 0 Z r C14 N a < 0� 0 < 0 Z W to < 0- 13 Ln CD _LU W_ Ln Oft V) to U 0 0 co Z Z ce E Z 5� Z- CL E Z� CL E 00 0< fu t <Z �z �z ru C', C C < 0 0, Z Z Z 0 Z� <0 W C) 2 < c::> 0 .j 0 > co 0 0) E2 ca 0 Cr Cc U) LO F_ %%�001 0 C:) N 0 Lf c) LO 0) N CD LO E i1i 6 CU Z E T_ to C CU a. E 0 0 _0 M 1 0 < 0 1 CD _j JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. SIN :lq L.1 1 _4_ r- C) c, _4 M C14 `51 Z3 C I D -0- 2 0 =3 rr C14 V E 1-2 E C) CID r 7 C14 C) -8 C14 CD C-4 LO 45 15 1=1 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING .. ..... ... ..... . ... ..... 1.1 ......... ------- .1 1 - . I . - .. 'F. ........ ­ ..... ... ...... ............ ....... ... ................. .... . ........... ............ .............. 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN - .... ... ..... 16GAxl-1/2" LONG (3/4 -1" CROWN) STAPLES @ 6" STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN _ O.C. VERT INTO STUDS (NOTED THUS:-) v 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** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 000 51-0" 0 01 STUB -OUT FOR 0 0 LO S METER 0 GA 0 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO. COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 V-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 112" @ 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. 1 1,-b,, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1 13'-0" 1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 118" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber I - Double 2 x lumber I - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 4' Filler blocking 1/8" gap 1111 CEII-� STD. 90' HOOK F BOND BEAM F_ LU 11 STD, 90- CONT. #5 CONT. #5 OK BAR HO BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRIG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min., Small gap 2" 2" max. " max , Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit Ti 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max required when indicated or 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 LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lappedjoist. Squash block 10d nails SECTION @ INT. BRIG. WALL (2x4 minimum) s 7-LamLVL or I N.T.S. Bearing wall, Versa -Lam VIL or Glulam Beam MINIMUM SPACING 2x GREATEST CKOUTS) OWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) ID (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max, along bearing wall Required on interior walls for vertical load transfer 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 13/4" minimum bearing for each, I -Joist can be offset Ir- " Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A ROUND HOLE MAY DO NOT CUT HOLES 6" 6" 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Z I 8 I'-Z' V-2" I-3r' V-3' V-7 V-11" 2�4' 2-9' 3-7 3 -7" 12 1'-9' V-11" 1'-7 V-3' 1'­9' Z-4' 2-11 " 3-7' 4-2' 4!_9' 64' A ny 16mjoist - .. 16 1'-9- V-11" T-0 1!-Z' V-7 2-5' 3I-Z' 3-10" 4' 6-7' 6-4. - 7-2' Spa r 20, 1 I-U' I- V-2", ZZ' 34Y' 1 4-9-1 4"0", 9-11" 6-11" 7�-11` 8 24 1 1--a' I V-11"I 1'-Z� 1 V-3"I 2-6- 13-7-14-9- 19-10`1 7-2' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. UP OR DOWN. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist Bearin ocation Series Depth I End I Intermediate "C' 5000 SP 9-1/2" 1 2-8d I 2-8d 111-7/8"1 2-8d I 3-8d 14" 1 2-8d I 5-8d BCI 6000se BCl 6500suR 9-112" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d FBCI gose 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) - NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) - NAILS I R TRUSS 'OP PLATE JEW TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM .. � ---a. . SEE PLAN FOR 4 0 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 - Backer Block,----, "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements rO.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF, SEE PLAN t1vu 111171mor- -f SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2"' NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A 1 T/2-0 0A X1 1 D15# INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� 12" BELOW GRADE 4 I - A - PLUMBING LINE PVC OR SCH40 SLEEVE 4. SEE FND. PLN I SIZE & R PIPE VERTICAL THRU FND. TOP(2)#5's 4'0" CENTERED @ PIPE _\ PENETRATION 4 /� PVC OR SCH40 SLEEVE PLUMBING LINE 4 4 SEE FND. PLN. SIZE & REINF. I PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION < 4 PVC OR SCH40 SLEEVE PLUMBING LINE � . �d .. . ( . 4 'd `!" 4 '* 'd SEE FND ' PLN. SIZE & REINF. cm C2 CNJ CL r_ C= cc C-3 Q C14 M >< = 0- 12 . U) CN C-4 co > a) a) - tj W 7= 3: E cn-- f S 0- 1 11�� ly L 4._ C1Q111 6, f . To the best of the Engineer's knowledge, information and bell ef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) E c� 0 co L, R 0 Cc co u� 0) C\1 0 0- 0- M U_ U_ _-� -6 - P @ 4, z 0 0 0 23 , W - < W 0 W 05 z oo z U) -zt r Z, X 0 Y� < 0 co < z W 13 +_J ij- Ul) Ln ru E FA fall 01 U 0 �f co < 2 Q0 Z_ < E <� E 0 E �0 0. 0< < I 0 n" 0 Z, z .5 -0 � z z SO W C".) C) < zz�; mi �r M.0 0 > _J 0 4i 0) T CU (3) < a- _t� 0 U) -2 M = LO 4-J 4-1 z: r11_ Nt 0 0 -0 0) -0 LO CD L0 0) N < co 2�1 0 E M -E :3 LO z E T- E n o- 0 0 �0 < C) I JOB NO 23-06112 SCALE AS NOTED SHEE7 NO. SIN 1 _j CD C'4 CIO C I :> V) C14 E E C, .2 117- C�4 CD c:� !2 LO C:3 15 r4') C14 LO r-4 W S Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T7P7') 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) WIDRYWALL SCREWS @ 7 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL_j NAILER STD. 90-HOOK (SEE DETAIL V F2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 10'-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" D IA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 1�4 6 x 6 W1.4 x W1.4 - METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM , " j I 9 7158 D -CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8" RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 314"=V-0" � S3 ELEV. VARIESjjk I -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 -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" O.C. --/ 1/2" GYPSUM WALLBOARD-!�� *L U.N.O. (1) #5 VERT. IN FILL CELLS (SEE _zf—FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X ?uaj NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 61' "FIBERMESH" BELOW GRADE 00 4 6 MIL VAPOR inE BARRIER =1 1 4 TTI COMP. SOIL. (COMPACTED TO 95% EE1 I I III Il- I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT._/ 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/411 = 11-011 �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS� "T ;2� —T SEE A/S3 OR J/S6 11-11 FOR REINF. INFO. MIN. CLEARANCE 1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 6:F-q— —_ —R\ ::i� 6:;d— —, -4 -v-- —6;d 5/8"OR1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U. N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl TOP PLATE (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U,N.O. SIMPSON SP2 wl 2"x S ' P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S,B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 V-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITE N H D @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 518"xl O'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN /8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 wl (10) 10d NAILS 5/8- x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL A.F.F. x 6 W1.4 x W1.4 IL @ 24" O.C,) 2" WWF OR FIBERMESH ATTACHMENTS 211 FIBERMESH /6x6Wl.4xWl.4 ELEV. 4-3 1/2" 3 1/2" MIN. 3 1/2" MIN. 2 ONT-.--" A . F. F. 1$��06 t x4 C ILL .7 [> 17trnin 1�4- 4" 3'1/2"(min.) C14 z Al .. jr..111. r - & - : - � 1/2"(min.) 00 --11 1=1 I Fl, CID J:Til I IT11: GARAGE DEPTH VARIES 1 2"(min.),- I,11111'.47-t. -1 ' —­T 71—­ r 1-1 7 W7 HE I 111 1111 HII 11 0'. (2) #5 CONT. 4" 1'41' 8" (2) #5 CONT. 4" U.N.O. MIN, U.N.O. MIN. GARAGE SLAB AT STEP B� TYPICAL BEARING WALL @ STEP SHEARWALL ("C� TYPICAL BEARING WALL STEP rCC SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S 3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING S1101111 NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. ST DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, - 2x STUDS @ 16" OIC 6 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 0\x�l \�60E' LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C,M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1 "x P T STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10--0" (R302.1 1) #5V - ERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 1 V-0" (R302.1 1) ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/8"4" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 1 Od NAILS (IF NO UP LIFT ON @ 24" O.C. VERT, OR 5/8"DIA. EXPANSION BOLT @24 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS x 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] x SPACE ANCHOR R FROM *SIMPSON SP1 2X PT PLATE #5 REINFORCING I AT _ \ = — SPACED EVENLY FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1 4 xW1.4 w/ (10) 1 Od NAILS WEEP SCREED INSTALLED x --,-2x P.T. PLATE LIJ END OF 2" x PLATE WWF OR FIBERMESH X 0 TYP. ASSUMED FINISHED fl PER MFR INSTRUCTIONS "�'-#3 OR #4 REINFORCING BAR X UJ E GRADE 40 MIN. Fy= 40ksi X GRADE >< 00 [GRADE 60 MIN. Fy= 60ksi] A FINISH GRADE #3 & #4 LAP SPLICE 25" MIN. LAP [30" MIN. LAP] CL MONO OR STEMWALL-_­_1 < X —1 FOOTING MONO SHOWN x LU 00 6 MIL VAPOR BARRIEff -111= Al. ­11 Tm ��'i rL-' 7Ti—L' 7F 10 1 lFa 17m U) 11 R 17/8" fiN *w vi, =1 I I I 1= #5 REINFORCING BAR FOR CLARITY TT—,7-1, z #5 LAP SPLICE p- (2) #5 CONT MIN. LAP [36" MIN. LAP] ON 3" C NOTE: 36 HAIRS *FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.) 8" V-4" 8" 10.. 95% MODIFIED PROCTOR ASTM -IT11 11 T� W/ UPLIFT ONLY —1-1 1.11 1xx/ x xx .......... ... .... ...... D1557) --- REINFORCING BAR #5 STD. 90 HOOK 4' #6 4" 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E� REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SCALE: N.T,S. SCALE: 314"=V-0" SLAB INFORMATION. 7 s7v SLAB INFORMATION. � S3 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,, GRADE 00 I_=1 I FEI I FE1 I M I IE�i I IE�1=1 I I 1�, #5 REBAR w/ OPT. 1=1 I 1= I 1�1 I F I TIE -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Zt Q C Cl) A 4 4 4 �A 0? ,A 1-11 FE 71 SEE A/S3 OR J/S6--- Ll 70, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\�, �3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAL4 .4 INTERIOR -3 1/2" A . CONCRETE NAILS W 11 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB---,- 4d 0? E � =%II I=_f ILI 1-11 ,_1 I r= I r _�� I I=_1 I I___I_1T__­T co 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 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 I 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS I I_" A AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN C81 TOP OF BEAM 'V (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL A . 4 Cj BEAM SIZE & T11 4 CONNECTION INFO W /--2x4 P.T, PLATE 2x4 #2 SYP P.T. FRAMING w/ f ml pi: IT 1-1 11-11 I I I SEE A/S3/J/S6 "T MIN 7/16" O.S.B. SHEATHING 11B. (n z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL CO'LLIMN LOCATION SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND BASE Fn Lu LU CONNECTION INFO. SLAB STEP & RECESS 6dv` S.G.D. rM SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U. N.C. SECURE 2x4 P.T. BTM. PLATE MASONRYWALLAND > SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U N 0 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W1 DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c� AD 0 CONT. FOOTING STEEL-\ ON FLOOR PLAN U) SIZE VARIES PER PLAN CONT. BEAD SEALANT W/ MIN. (2) #5 VERTICALS z GRADE FILLED SOLID (SEE PLAN FOR .. 6x 6 W1.4 xW A C�! Uj Ei Uj SIZE AND REINFORCEMENT) WWF OR FIBERMESH U-10" FIN LU U) /Z=CO BRIC K PAVERS or SLAB PER MMUNITY SPECS Z LU LU LU 0 LU U) 0 in U_ I Uj j_­ z < A U) FOOTING P BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE ------ rvu 1 INU vvIU 11­1 4" CONG PAD INFO. SEE SCHEDULE INTERIOR WALLSLAB STEP NON-BRG. TAPERED COLUMN FRAMIN rCD 1 2� N PATIO COLUMN FTG. DETAIL ("� SCALE: 3/4"=V-0" SCALE: 3/4"= V-0" SCALE: N.T.S. S3 C= C-4 CIO CC CC "tIj, It' L 1A 1, ov To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. A-Mor , Q) 01,32 e� A 0. R uxy C', 6 IF 0 OD N co 0? N C) AM 4) Lu CL Z 0,1 5% 9 0 1­ W 0 M Q� W Go 0 z ce) , r < E 0 0 < 0 z T W �O U 0 LLJ zz 0 (8 z < 2W U_ Co E < CL 0 E u 0 0 C.0 < -2 C/3 0 E-0 z Cn 0 < < M 0 _z -0 0 C:) > co CY) 2 CU 0 < co 0 0 CN LO C) L0 0') 04 (0 L0 6 E CY) r- i6 L0 0 M z :3 E (n E 0 0 -0 co < 0 W —1 JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. S3 (MONO) �5 C) M -.4- 1`1 C1_j Cr 0 ;2 - 31 L6 1:�! LO C14 C14 E E 0 d) __j LE .0 16 0 3 o LZ to C14 C> LO LO _2E (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION SEE PLAN FOR HEADER CONNECTION SCREW OFF CAP 3" DIA i DOUBLE 2x TOP PLATE 2xBLOCKING@EACH ENDW/10d@ 4" O.C. FROM EACH HEADER FACE 74-1 TO BLOCKING (2) 2x HEADER PER PLAN 2xBOTTOMPLATEW/(1)10d@8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 -SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S. P. F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD _j AS REQ'D 2x BLOCKING @ MID =,----,--POINT EVERY OTHER CRICKET AS REQUIRED STUD W/ (3) 15!!� 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) 1 Od )A NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. 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.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N,T.S. ( .) FOR CLEAN -OUT 2x DEAD WOOD @ MID PO I NT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL IS 11/2 MAXIMUM INTERIOR WALL HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" TO D CL AIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT) .5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT STD. WHOOK J811-3 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION --- NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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 - CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL-� I LU 0 FORM CREATES CONCRETE RECESS TO 2X4 KEEP STIFFENER BACK FROM SIDES ENOUGH FOR WATER SHED. OM.) RECEIVE GARAGE DOOR AND TO ALLOW TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2X6 MOUNTING BASE _8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. z/1 1�_ --"POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 13) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT rD SCALE: N.T.S. � �4 16" O.C. W/ (2) 12d 2x CRIPPLES @ TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" O/C TYP, DOUBLE 2x CRIPPLE STUD < TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT BRACKET TRACK FOP iARAGE lOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVALS HEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. 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'm 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1)LSTA30 �9'- 1 �6' (3) (4) (2) 1 (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" OIC FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e 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) 1 Od x 11/2" EACH SIDE �to "'�-2x STUDS TYP. 3 SIMPSON HTT4 TYP. A. U.N.O. SEE NIS4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL - rQ SCALE: N.T.S. MPSON SIMPSON SI SP2 SP4 2X STUDS @ 24" O.C. A 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER_,__--_`_�_--__1 SIMPSON SP2w/(12) 10d NAILS AT EACH STUD RUSS B0170M CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FB'LOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4"O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T LU O/C FIELD EL 2x TOP PLAT E Cn \�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS —7— CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24' O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 18"x 10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER E BOTTOM PLATE SECTION III SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- __71 I W/ STD. 90' 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 4&,, S P LICE STAGGERED 1 Od @ 8" O/C ATTACH ALL f 41-1 EXTERIOR STUDS W/ (4) 16d TOENAILS TO'TOP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 F= 2240 LBS SIMPSON rc -ATE 011viroulN OtIq SP2 [T- : SIMPSON spi SIMPSON SP4 .: 'X - 10( ST :Z11 M TRANSOM F'RAMISG SEE SECTIO N J/S AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL \\--NAILED INTO TRANSOM FRAMING SIMPSON SP4 I T. BOTTOM P�T E SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON 0 SP4 \-5/8"xl 0" "J" BOLT@ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE FE__] 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/**� j r,4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED LTS @ 24" O.C. VX SCALE: N.T.S, \_, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 33 (5645# S PF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. & NUT DXIED A.T.R. & NUT ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2--0" O.C. 'MASONRY WALL —10d NAILS@ 4 O.C. 10d NAILS @ 6 STAGGERED A f ST GG I / 0 0 TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" O/C FIELD L SIM PSON SP4 wl (6) 1 Od x 1 12" (USE SP6 FOR 2X6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2w/(12) 10d NAILS MASONRY— SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 0-� 518"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: T­ 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K" R REV. 06.24.22 SCALE: N.T.S. Cn Cl-.i C= Lu __j F= C= CL r- C= Cz -., cl`� 'a C cc >< Lj-- C14 CD := V00 'Wtv ... 1. - �. C' 17 �Z) I To the best of the Engineers knowledge, information and bell ef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resid ntial 7th Edition, Engineees signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. W 5 4ff E 65 0) r- ID Ag 0 00 lc*,- r,-, j CO LL Lu U I a- _j uj z i'r--- C :2 9 0 0 2 �2 C) c� W z (0 Co - �� 0 C� LO co Z < W 0 z W 0 0 < 0 El [I 0 < V) (D(z LU M 0 -0, LU r_-_ " Cn 00A A U" = E 0 Of 10 0 < W - .4 r1l it10 cl� U_ E 0 E U Co n. q C1 20 00 z ":, E fu 5< 0 < 2 I no 0 - "o 0, Z, �z < 02 2< 20 W M 0 Z ;�. < C9 1, 0, C: C) Cr5> 0 It CU 0 co 00_�, < 07 CU U U) .2 3: N 0 co C) rl*- 0 -0 N LO C) V) N < M CY) LO E T111 CY) LO z E T_ E 2 CU (L 0 0 0 _j '0 CO < Q _j JOB NO 23m06112 SCALE AS NOTED SHEET NO. 00% S4 _L_ I M r__ 04 CD -.4- 2 0 39 LO C� LO 0 C-4 C> E co CD E <�' C3- U:1 0 S t7 rn C14 C) 5� C14 Lo M SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" S DS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAILw/ 6 SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAI L w/ (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL IF 45*± X 45' SEE STRUCTURAL NOTES AND NAILING�/ 2x4 C ROI BRACE SCHEDULEF( D) R APPROX. 8" FROM E SHEATHING D TAIL 2x4 KICKER 2x8 SY P#2 1" BRACE TO RIDGE FASTENED AT @4,KI SKER 8 _O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" 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. END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. NA THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD PC INTO 2"4" P T PLAT E SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEAT HING� DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ F OM RIDGE FASTENED AT EA. END V EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN " #� TOE NAILS @ EA. END GABLE IS 4' -1 OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 1 Od NAILS@ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED W/ (2) 16d TOE NAILS . . - I L ....... 2x4 PANEL BLOCKING @ 481, O.C. FOR 2x BLOCKING 2x4 "T" ON T6P OF PANEL RI OCKING��' 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C k2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. . . WEEPSCREED @ 48" O.C, FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.0 " " " " " " MOISTURE BARRIER 1 Od 3" 4" O/C 112 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH .. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-, ri GABLE WEB SECTION r2 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. � �5 TITEN ON OUTSIDE 1 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL — CHORD BLOCKING ;0 NOTES AND NAILING x INFORMATION (0 Co SCHEDULEFOR SHEATHING DETAIL BACKNAIL w 1112 (2) 16d NAILS WOOD TRUSSES 60 DO 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 RIDGE FASTENED AT AT 24" O.C. ON TOP OF �2" EACH JOINT W/ (3) BOTT. CHORD FOR 4 L_v_v 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END 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" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D 0. 148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W1 (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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) OF THE LAST LAMINATION 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. B.U.C., SAME NUMBER OF ROWS, SAME SPACING) COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARAG LOCATION D SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" =1,-o-� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 1INIMUM 2x SEE PLAN FOR 'ROSS BRACING OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2" 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131 NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL �0 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. K;; 5 75 S5 SCALE: N.T.S. WOOD TRUSSES PRE-ENGINEERED MAX. 9" UNSUPPORTED, IF >9" SEE 1 01S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD .2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C x @ SIMPSON SP2w/(12) 10d -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) r4 SECTION SECTION SCALE: N.T.S. SCALE: N.T.S. �5 REV. 06.08.22 �5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION IC111 2X4 "T" ON TOP OF PAN EL-j LLLij BLOCKING, FASTEN WITH L 2X4 BLOCKING W1 E, 1 Odx3" @ 4" O/C (2)12dTOENAILS [Ell SECTION SCALE: N.T.S. �5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPAC 6" OVERLAP ES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAW/(4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/41' TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z LU 71= BRAC x 3" AT EACH CONN. @ 24" O/C \\\-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS ------- GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING-,,,,,,, --2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4' O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED-,",, --11d NAIL O.0 . W/ 10d NAILS @ 4 TYPICAL W GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(_6-� SCALE: N.T.S S5 RAGM DIAPH BLOCKING @ 48" O/C I 1`7777T '_�_GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"-7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, a Lij d UJI — b 9 z C) LU -1 W C? - - - - C? Z:, !�R C3 LU -rd LU i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING Z60TTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 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) 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 C= CD CU F_ C= W C" C'4 M >< U.. cu C= Q E=- 3: co -r' ej CZ =_ E ov viv ...... j - I ` -'g rj CD L . ..... F Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E CN 6) 0 I'm co 'n as" 0) "� :R. CU u_ z 03 CM r- :? ig W r-= Z� 0 'FU CN Z 0 2 cn M co Z� 0 . Lr) z < a z co C14 < 0� 0 d 0 < "Nam W 1771 a L2 - Ln 7j CZ3 Q) 0 V) vV) ra E e� 0 10i og Cd' E Z6 p_ 0 E 0 F co 00 .0 Z - 23> E 0 8W �z <z z 0 '0 '0 z 2: M H-0 -< 15 8 0,< 0 2. W 65 < '0 �z < .0 "N I C) > M 0 Nt CY) 2 M C9 co (0 :3 < 07 co 0- 0 LO 4-J 0 co -0 N -0 LO C:) L0 0) 04 Q0 U-) E co LO ca z =3 E E 0 0 _0 < C a) JOB NO 23-06112 SCALE AS NOTED SHEETNO. S5 r- CD M _Cl� 10 0 39 -0 7L 9 zi) C4 LO C! LO C, E E 0 0 0 9 Q> 04 C> Lo Uj 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) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PIENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALIE SPACE INTO APPROX. EQUAL AREAS. ?00 'FLOOR SYSTEM \PER PLAN 41. 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X- @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOT TOM OF � BAND JOIST TYPICAL 1x WID FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4. ke cli 4 4 A' 'd A4 A gj I iEil 111— A :4 6x6 W1AXW1A IE�l I M 1511 1= WW F OR FIBERMES I J�E�j I JEE�j I 1� I 1= Eli 4 A :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE W/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER Uj PLYWOOD SHEATHING 5j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Q) FOR MORE INFO LU LU 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j I-- LAYER 1/8" THICK. � lou IUd INSULATION PER CHART ON FLOOR PLAN (" B �R ���S6 ETAL SEAT ETA OR FELT PAPER FOR MO I S _ MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/11#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *S I M PSO N LTP4 W/ --�z (112) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS )F BEAM OR GIRDER 'END SHEATHING TO TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BCARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ LU 0 4"x4" INSPECTION PORT AT cc zi a- EACH FILL CELL TYPICAL LU a- U) AT GARAGE CONTRACTOR N SEE 2 D FLOOR FRAMING C4 TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING _5!z ATTACHED WALL SHEATHING NOTE! EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE 00 @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN 7 :INISH \-STD. 90*H OOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" -STORY WALL SECT ri TYP 2 ION REV. 03,16.21 SCALE: 3/4"=V-0" S6 FLOOR TRUSS — -------- 80 SEE FRAMING WEEPSCREED C> z PLAN INSTALLED PER MANUF. \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE 48" @ FF O/C FOR THE 1 ST Z-101" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA, BLOCKING& MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W1 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED 1- LL LL INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 10dxl 1/2" v NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 5/32" OSB ------ EXPOSUREI FIX SHEATHING PROVIDE BLOCKING AS REQUIRED PER D n SECTION X-X IF Lu NOT FULL HEIGHT SHEET- z FLO R Y T r -41 (2)- 2x TOP PLATE BEYOND I — - 7-15/32'OSB EXPOSURE1 FF SHEATHING Lu Lu SOLID 2x BLOCKING @ ALL M SHEATHING 0 EDGES (SEE OPENING SECTION X-X) --ul L 2: 6 -,x !:Y Lu _2xSTUDS uj z: BEYOND. U) SEE PLAN 0 IL LL d n 0 —1 (n 1 '�-2x4 P.T. BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM I A I A 1 1 r-1 r-1 I A -rl^k i r%1 A r% A RA FLOOR CONNECTION B 3/8" NAII SPACING @ MASONRY 1 ST FLR. SEE JIS6 SCALE: 3/4"=V-10" ��6� FOR ADDITIONAL INFORMATION. S SINGLE NAIL EDGE SPACING T RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-101" NOTE: SEE TYPICAL WALL I - SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR W.B. MIN. @ 1/2" GYP. GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ::X iF4"' 4 'A :A d 4 (3) #5 CONT. ON 3" 1141 ICHAIRW/3"MIN. 151-111-1 :8 :" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-101" ADDITIONAL SLAB INFORMATION. S; S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" I 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 SECTION X-X I �11�IV41010v ill 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". cn Z 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 , LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. (D STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL 0 uj uj' P PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _j 1- 0 En Q w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. i'� x 0 0 U) u) 0 ',0 MM LL W' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w 0 LOL MEMBER IF GABLE END W NOTE: " " WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHING M UST BE MI N . 13 1 X 2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2)2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON ALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W1 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 WWF OR FIBERMESH A A 4 -�A t4 A N, A ... . ... III-111-11 (3) # 5 REBAR ON 3" CH IR 4" V-8" M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) LSTA30 4'�9' (2) (3) (2) (2) MLSTA30 9'- 16' (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS @ 16' 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 W/Y MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 C= C�kj ;W LAJ =. r- cc C-.1 C14 Co >< U_ cc C= C14 = CU W CP = = E C, U "If A, v ....... _.. C­> CIJ 1� %; Ile 0, Qj 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, _g W 'T E C� 8 (0 Qo Cq 'M a) 0 N 0 g u� g, Lu _j 0 = Z c, C� 0 0 LU 00 Z z L" C, < < 3 c" b 3 00 z 0 IN W U) 1771 CD 2=�� ID .0= 4-J z (U .- M U 0 0 V) L/) E �N C!-- Milo -4 10 z 0, < cd, E < R CL 0 E u I Z Q� CU CL E 0. 00 0< < W z-.8 3: < cc Z'l z 0 CA) 3: 3: 2< �u cl-> 0 1< 0� C: E2 a) > C 0 (10 :3 < 0, T n U) N LO �000 +_j +_j IZT 0 W C) -0 C) -0 L0 c) L0 0') N co T--- (0 4i E CY) E 4i LO z z E E 0 a ca _j < 0 a) _j JOB NO: 23-06112 SCALE AS NOTED SHEET NO. S6 (MONO) U I j C) C14 C:, C) I PO C14 L0 C3 V) 0 -0 Q a C 1 tl- PI) E FE C', 0 E 0 0 a .2 0 L) LZ C'4 Lo CL C�4 C> C'4 !�2 Lo V) SCALE: 4" = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6, VVMLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x1 2 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND -1" GAP TOP AND 2 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 STOP 2x8 SYP DRYWALL STOP MUST :f jNOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL —2x12 SYP B L BEARS IN WALL 2x4 BLOCKING FOR 2x1 2 2x4 PT UNDER 2x12 —2x6 SYP ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OVIDE MOISTURE/ PROTECTION LA A HA COMPONEN S TT C LL P BLOCKING OF STAIR TO CONC. W/1" X 4 FOR STRAP 3 T P 0 X .0 C 2x4 PT NOTCHED INTO STRINGERA, 2 J" TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE x U (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS I L To ST I NAILS) OF STAIR TO CONC. W/ 1" X NAILED TO STRINGER 4 2 J" TAPCONS @ MAX. 32" O.C. (I EW "All SECTION VIEW "B" SCALE: 1 V-011 SCALE: 1" = V-0" GN THIS STUD WITH FACE OF 2nd RISER 6", 1x4 GLUED AND NAILED TO STRINGER I 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G. 1 TOP OF STRINGER STRINGERS G E-7 2x4 BLOCKING FOR 2x12 SIMPSON A35 CH 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGE\R (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 1 Od x 1 1/2" STRINGER CONTACT POINTS NAILS) CTION VIEW "D11 SCALE: 1 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 " = V-0" ER JED ,ILED SECTION D-D - —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON "�'�x8 AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING —2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED----,, NAILEE' ADRAFT ST�P 2x4 PT NOTCHED INTO I - STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST V NOT INTO FLOOR WITH GLU OUCH STRINGERS i AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING SECTION VIEW. SCALE: '12" = T-0" 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1 " = V-0'; H 2x4 SYP''BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Old x 1 1/2" IT NAILS) SECTION VIEW "Ell SCALE: 1 " = V-0" L"t2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS 1 X4/ GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-v -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMfN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W1 SIMPSON H3 — SECTION VIEW licif FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 2" EDGE GOLD 4 OSB OR PLYWOOD OR 11 X 16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SCALE: V= V-131" SECTION VIEW SCALE: 1' = T-01. 2 SCALE: 1 " = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST. BLOCKING_ SCALE: 1 " = T-0" STAIR CONSTRUCTION DETAILS (IF I 1X17 REDUCE SCALE.5) SCALE: AS NOTED JOINT - TO )IST8) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT - TO )ISTS) 2X STRING� R 2X B OCKING , F I PSON MTS 2 W/ 1 Od x 1 1/2" NAILS �3 D 0 R 2X BLOC ING IR R S VARIES ECTION VIEW "H11. SCALE: 1 " = T-0" C%j C= C%j Co LU C3 " :�S C= CL 15 a M cc= -= CN z Tz CU C3 Cr E go VVIV AS E dl� � v, "'j % To the best of the Engineers knowledge, information and belief, the structural plans and specifirations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearng Engineers signature and seal. W 'IT c, E F jig c:> v) 0 , W, IN 0 Lo rc:, 11 cl*,-4 U co u LU IL Lu CU co C W 0 0 C, W U) Co z 0 C0 Z LL R 0 6 "I z 0 U) 9 r. W El 0 20 U) Ln .2 4-1 Q0 )- L.0 V) W 'U"L (10 0-aw E ;n < 0 Cl> 0 U- ca E 2 g Z o E Co ns < mo 00 E 10 < 0< �� z z 1. -C3 C: C: H 0 z z �! M Q) w 012 1z 0 0 WC) MT, 0 10 N 3: 3 2 C) cvi 0 CU (D co ILO Q �2 LO C) C') 0 N V) C5 LO CZ4 Ln E -E CY) 0 z E M E 0 0 0 JOB NO: 23-06112 SCALE : AS NOTED SHEE7 NO. ST Uj 41- r- C> C:. M CN V') C14 LO C� LO C) 2 0 4� E co 0 E 0 01 04 CD L0 C14 ZZ-_ LO Ld Uj 4 V) FER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER I_1x4 F1/2" DRYWALL DOOR JAMB (RE P.T. F TO PRODUCT F TO PRODUCT TO PRODUCT APPROVAL FOR CONN. Cot APPROVAL FOR CONN. X 4 APPROVALFOR NN. x4 P.T. x4 3/16"0 X 3" LONG FURRING FURRING (2) ROWS 3/16" x 3-1/2" 3-1/411 LONG X 3/16"0 FURRING TAPCONS TAPCON @ 16�" O.C. & 4" TAPCON. INTO 2X8 STAGGERED @ 16 BLOCK@ SPACING O.C. 2-ROWS INTO FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 11- DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NAILS 1x4 P.T. & 1x8 P.T. 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT DOOR JAMB (REFER O.C. & 4" FROM 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. END w/ MIN. 2" & EDGE DIST. FURRIM 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ MIN. 2" EDGE DIST. 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/41' DETAIL �D (2) ROWS 1 0dx3" BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS(`Cc'� N. 1X4 "'4- ­ -T )N 14" 2X8 KI jyq �j 1/2" DI D IST W/ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C, AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3 ARCH FACES W (4) 1 Od 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 SCALE: N.T.S. )7A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK T-O" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. EMBEDMENT INTO K.) /4" MAX Z-101" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL nz=_ _��]—"'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W1 (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL B-B SCALE: N.T.S. 1�11, �s 0 S ON T I�B SULATION 1/4" x 3 1/4" TAPCONS —LEAVE A CUTOUT IN O.S.B. ONTHE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W1 (3) 1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B PROVIDE: 2x PROVIDE (2) MIN. CONT. V S TAPCON AT EA. SIDE 12d NAIL BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EQUAL PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (Typ') STD. 90' HOOK ( Lill, 1/1 A ±5 NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 114"xl 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HID 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 ILL (5) 12d NAILS SIMPSON 2X6 TO 2X4 HZ5A W/ (10) 8d NAILS BY-/JACK TRUSS PROVIDED TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. OOOF 4'-0" MAX SEE PLAN 7 _j 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH . IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga, PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. — 1 4 EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL �,'���P/E R ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 61-0" -F. :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 A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. .., - _�I� . . '... , ; SEALANT . — I 11 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. 17 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. T 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE A C14 REMAIN FREE OF MORTAR. NOTE: Cn H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES, CN t, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1 -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .20" J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLEDCELLPER FOUNDATION PLAN #* UNACCEPTABLE INSTALLTION DO NOT DO THIS �R (P.) E711 FHE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 0177117 4 MM fNIA1 BRG WALL TYPE PER PLAN 2x2 #2 P.T, MIN, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS 4# #5 REBAR (TYP,) #00 fVTD. 90- HOOK (TYP.) SCALE: N.T.S ALUM DRIP EDGE 2x SUB FASCIA L- CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. wl J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT MID BLOCKING NOT REQUIRED S REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < T-4" SF01 CALE:3/4" = V-0" (") FOR ALUMINUM SOFFITS 71-4- FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 4 + + + 21y + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF -6" TRUSS AS SHOWN FOR O.H. UP TO 2' DOUBLE 2x4 SCAB FOR Z-13" TO 4'-0" O.H. O.C. (2) 10d NAILS @ 8 TOTRUSSTOPCHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION FOR OVER HANG SECTION @ ROOF EXTE (MAX. 4'0") INISION rM SCALE: 3/4" V-0" Ss qPP: -qHPPT n,) Amn SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR I`iiii MSTAM STRAP SCALE:3:11 - cr_ z >_ 0 U) U_ LU U) @ FIRST COURSE -H SS 2N 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 BANDJOISTW/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JU SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"X2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 ISH F 1 b A #5 BAR 1.0" CENTERED W/ ....... .... KNOCKOUT/ N CHAIR BLOCK C) IN TOP % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS A 0, A CLEAN FILL DIRT D C) ;2' 04 #5 BAR IN FILLED CEL VL L . L, v V10 2-. 2�. V V V v. STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" r9S TANDAR T, 90' HOOK DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"xS' MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL-DETAI-L InN UE—N lill r%r%KlfN SAW CUT SE rA CTION �j SCALE: N.T.S'. SCALE: N.T.S. C= C11-i r.- C= 'to .2 C= -cr C-4 > W C= Co cu E C� 46 2,- _';7. Z,� - - -- ��\ (78- ell., z ........ A*4 U, S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the tructural engineering portions of the drawing pages beadng Engsineer's signature and seal. X��& ?Rw�� 0 0, `RA�AAKW W '111 E co C� 0 CQ (M ,o 0 r_ tl� SO & 1 U) A A, 4 Cq C. L�� LU qyj L_ z W 3: 0 0 W 3 U) M Lu z 0 LO Z cli < of 0 b () < L) Ri- �,A z W El r (D (D �:; ni 21- 0 C.0 LU C) 0 U1 V) L.J ru .,�, 10 E I 8 0 0 U) r__ C.0 Z LL cd, E C:)- 0 E U z I z (6 CL 20 00 Do E 0 0 01 0< Z _R I I _2 < �0 z C: < z < A, '0 I , 0, 2: CID �z _E5 8 2. z 8 1 Cn 0 z 8 . z I . I < 0 - -0 mi cl� < 0 Q?Z. .0 n C) M - 4) > CV) _j 6 0) 2 CU CD < co Ir- Cn �: N CIO LO Ict 0 (D C) -0 C) LO 0 LO 0) N CIO 4) E C0 LO 0 z z E C M 0- E 0 0 1 0 _j 'a 7� a) _j JOB NO 23-06112 SCALE AS NOTED SHEET NO. SS E5 Uj M C) CD 04 _W 0 7L - 9 Cli C/) - 2 0 5�_ a CL E FT E 0 �5 9 0 0 3 v C'4 Ln 0 c14 C. C14 LO 4 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER CONV. FRAMED RIDGE w/ MIN. (4) 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES 8, SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB­_- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--<� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS EACH DIRECTION TYP. U.N.O. 2X4 STUDS & PLATES AT 2'-0" O.C. - EACH SIDE w/ (3) 12d NAILS 2x8 BLOCKING NAILED @ WHEN REQUIRED W/ (2) SIMPSON HTS20 W1 (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'41 O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 4" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH ---- I EXCEEDS 30" GRADE i — I . — S 1'4' PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O�C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"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 BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2? v LU 4" z < = I - -, -'T PORCH SLAB SEE C14 a- . FOUNDATION PLAN % aj UJI _1z L.0 W (2) #5's CONT. T&B _FA�_ W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH EXCEEDS 30" -LOWER OR !1k GARAGE SLAB SEE PLAN �To W N (-1-7 LARGE STEP DO SCALE: N.T.S. SCALE: N.T.S 3 2X4 STUDS W/ SIMPSON AT BASE SEE J/S6 FOR SP1 W/ (10) 1 Od NAILS MORE INFO. SEE ROOF SHEATHING PLAN 2X4 BLOCKING CKING BETWEEN TRUSSES SECT. A -A AN SHI PROVIDE 2X4 MIN. BLOCKING AT OF HIPIRIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION P LAN -EXTEND SLAB 1 1/2" (2) #5's CONT. T&B wl 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 EXCEEDS 30" FOUNDATION PLAN ! ; - -, L V-411 A ENTRY PORCH SILL SCALE: N.T.S. WOOD OR MASONRY ABOVE FOR COLUMN INFO WOOD OR MASONRY MASONRY PIER SEE FLOOR PLAN —1 1� I z 0 LU U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID ASONRY AB VE MAS NRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN 17 L! INFO EE WALL MAX 3 OP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED "A' MAX 3 SOLID. SEE ELEV. I I /- COURSE FOR BASE SIZE (3) #5's EA. WAY % X, .- 18" AkSLAB PORCH SLAB SEE FOUNDATION PLAN �-IFLEVEL (2) #5's CONT T&B W/ 7 . SEE CUT CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" 11-41' TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEP SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE r2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. i >< M 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22"'� SCALE: N.T.S. �IMPSON HUC410 wl (14) 6d INTO HEADER & (6) — Od INTO BEAM - SEE �OOF PLAN FOR MORE '4FO TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE To BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND LOCKFACE EXTEND SLAB 1 1/2" iSEE PLAN I, I FOR CANT.1 SEE FLOOR PLAN FOR COLUMN SIZE& BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. I-L I 1 SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C O� S E COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR - 9 TOP OF EAM 1q__1 '�: SEE PLAN FOR CANT. IF ___v_ INDICATED 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 'N� BM SPLICE OVER q CENTER OF POST ffol lei WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ �Z:ZT "-F ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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) 1 Od NAILS OR IF2 PLYTRUSS _j SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d AND JIS6 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 BLOCKING INFO) INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) ECTION AT LOW ROOF 9 S SCALE: 1/2" 1 0" r9 Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 16M COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. — ---------- ]JR _USS/ To P WAL '--,WSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2"� ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS V % , SEE PLAN FOR OPT. X I _. 4 A I . .4 A* STAIR INFO. IF 4� . C ONCRETE STAIRS FORMED & POURED A 4 4. MAIN HOUS E W/ (1) #5 EACH STEP 4.. SLAB 4� (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4 A 4'41 WHEN DEPTH A - 4� 1 4 EXCEEDS 30" A. -ADAfl-r GARAGE OR A LOWER SLAB 1104 SEE PLAN 1'4" SECTION GARAGE MONO(21 SCALE: N.T.S. CV131 C%j C= C%-j tE =r- C_�s M Pv E 5 !;bgo C", -0 , , ";� V-b 'Awl To the best of the Engineers knowledge, information and belief the structural plans and specifications contained within these drawings comply with the 2020 Horde 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 4 '03 q 5 IS I 0 :3 LO ca U) '�'- rc 4f� LU LL CL g., z M r- 0) co i = C? CR 0 Y) 3: W c�' . M Lu V1% z L') Z, LL 5 N W 0 og", 00 < L) z 0 U) 11101'r W El I-] < < c,, U _LU 0 Ch V) U) E M 0 0 ca i-4 M 9 cll� z z L cd- E 14 co 0 <' 00 0 W zE I � CIO ��. 0 � '0 0� z .S I 'z W 8 141 0 �5 z 0 :50 WME 8- 3: Im M 'M �S Z� < I Ft 0 1� 0 '0 3': C:) E2 . _j 0 6 0) 2 cu 0 191- 1-- r 07 co 0 _.. U) 0 �: M LO 4_j n CD r* co N C) -0 LO C:) LO <co LO E T_ co E �i LO 6 M z D E T_ cc E 0 '6 -0 M 0 0) _j JOB NO: 23-06112 SCALE: AS NOTED SHEET NO. D1 (MONO) lei - - - - - - - - - - - - - - - - (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED 0 ON FLOOR SYSTEM TO MASONRY WALL 0 BELOW. IF WOOD WALL IS BELOW USE (2) S I M PSON M STA36 STRAPS w/ (26) 1 Od NAILS (G.C. TO INSURE SOLID BLOCKING SEEFOR BLOCKING DETAILS FLOOR SYSTEM SEE PLAN _EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS--, IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR JAMB STUD SIMPSON SP2 wl (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. R EQ'D TYP -7 SIMPSON LSTA24 w/(l 8) 1 Od NAILS 2-2x4SPF j SIMPSON CS16 w/ MIN. 12" END T F TOP PLATES r2 LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. SIMPSON SP1 wl (10) 1 Od NAILS (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W1 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7 P F EMBEDMENT PAST STEP. L2xSS BA E PLATE r EERED OF S I MPSON SP4 w/ (6) 10d x 1 1/2" (USE C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER JAMB CONDITION OR IF BUILT-UP x 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 INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE A BASE PLATE I A. W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE J, 6" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR 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) 1 Od 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) 1 Od 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 LS30w/(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) 1 Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK_,__�, FLOOR DECK W/ 10d NAILS @ 8"o.c.— FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. E N D REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C.. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIS END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 1 Od TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 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) 1 Od x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C.. 1 Od x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL ------------------- - NAILING SCHEDULE FLOOR TRUSS/ WOIST SEE PLAN SIMPSON MSTAM36 W/ —TIE BEAM 1 Od NAILS & (4) 1/4"x2 1/4" TAPCONS I PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. no 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 1 Od NAILS BENT OVERTOP 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 1 Od x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 1 Od 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) 1Qd x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 1 Od NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 1 Od @ 8" O.C. EACH SIE U.N.C. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER �USS. SEE PLAN FOR )NNECTION. :-:E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ WOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.7 PLAN FOR CONN. SEE PLAN FOR COL. SIZE r I I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST& BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. GIRDER r7 SCALE: N.T.S. "l 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" 0/ PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 1 Od NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. IV (1) SIMPSON LSTA30 w/ (22) SIM PSON SP4 w/ (6) 1 Od x 1 1/2" 1 Od NAILS BENT OVER TOP 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 S P F TO P P LATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 1 Od 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) 1 Od 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) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK w/1 Od NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN 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 � 7 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION Or= 0 1 11014UMMU mr-ml-jr-M CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 W/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ (2) SIMPSON LSTJ2 w/ (10) 1 Od NAILS WRAPPED UP AND OVER TOP PLATE /t--SIMPSON SP2 w/ (12) 10d NAILS AT SIMPSON SP1 w/ (10) 10d U NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCHJACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) X. �_---ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE Vk"�CONNECTION DETAILS FOR '111k\ TO STUDS TO MATCH MORE INFORMATION HEADERSTRAPS /—(2) SIMPSON LSTA24w/(18) 10d NAILS - (2)2xHEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE S @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. H., Cl-i C= !E C= C14 CN W W C2 "M W .Cj 0 0. W-) 4— L rj r/�111`1/1111 I I lilt% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W C) E Cc, , 8 . " 6 IC3 1 . I- 0 C0 ND �i! N b (D LL LL LLI 0- Lu 0- C? Uj F5 N 0 0 2 - C2 t (D C� M Lu C) IL W Z z 0 U) W 0 El 0 co (o < 27 iz:i, < U) Ln 27 M 0 M 0 LL, V) (21- V) LU E U T < 2 , 0 N M C.0 Cl> C� z z < U_ E z< 0 E 0 0M E 0, Q0 z < 01. .0 10 .0 z 0 C> < ca 0 .2 C) E2 (D > Cy) 0 0 ICU Q0 CT CID L) U) 0 CN LO C') C) Lo C) LO 0') 04 co LO a) E E i6 L0 z E Co C E 0 'a 0 �0 0 _j < a) _j JOB NO: 23-06112 SCALE : AS NOTED SHEET NO. D 2 loll C> C14 39 C14 L0 C� LO P 0 < E d) E 0 a_ -3 -2 t2 LO C=k 16 0- C14 L0 45 a UJ 4 9 0 §! 0 co 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 5K FASTENER 1) SEALANT AT . 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOWBUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO -\AnNDOWFRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDN�� FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS O�6-05 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 INSTRUXTIC I . Cut, fold up & temporarily secure) resistive barrier above header to allow tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and sea] with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBIl ITY 0 SELF -ADHERED FLASHING 3 0 L DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (13" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary W ATHER I,/E BARRIER & I ,ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ___� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING 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 N 4 D -KING SECTION -A (SEE DETAIL WP02) NAILING FLANGE SELF -ADHERED FLASHING 1 §2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING 4 DOUBLE JOIST SINGLE EAM r__1 -WOOD B JOIST BELOW SELF -ADHERED FLASHING 3" MIN LF-ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN V-0" PER PLAN ;LOFE 14 SHOWER SEAT 41 I >4, 4 4 . 4 SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT A 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 (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Jul, 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 Q (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASH:NG,JAMB & HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASH NG SEE SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6' ADHESIVE AS SHOWN) contraction, ASTMCI 281, 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 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration CE M N I NSTALL SELF -ADHERED T FLASHING JAM B & HEAD F1 FLASH I NG 'SEE FLA 4 D `,PER 1 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA1 AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under ISO. Im stucco copings. 3. 3.Under and at the ends of masonry, wood or metal copings and sills. -7 Ground7 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. 7.7.At built-in qutters. Water Resistant Barrier 6.6.At wall and roof intersections. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 2 4 i Z Z a_ a- 4 0� LU LU PLASTER STOP I-- U) W CONTINUOUS BACKER LD LU ROD & SEALANT LLJ C) LU U-1 U-1 (n 3: 0 :r C0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WR13 SF LATH WRAP DIP WIRB ONTO THEVERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE ill - 411t THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DIP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, OSB', PLYWOOD, DENSGILASS kSTER STOP NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH ZAL FRAMING ZAL SHEATHING 3AF PLANE WRB AK WIRB 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 ASTMC 1063 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" AboveRoof 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 ASTM C 1063 Building Paper 7/16" 0. 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 _J :� cc L.*J M C4 >< 06. in �e- V_ co fn E Cl> C4 CD 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 4 '�T E 8 6 0 0) .0 co 4 '21 9) C.: -,J C o_ Z 0 C: 1E W :2 R '3 IN 0 2 of 0 W C� (f) Co 7N Z� I 3 LL L-0 IN Cn Z b L) S 0 U) W F -1 El (D M Z < U) V) tA� Q) 4-1 LU 0 Oft U) LU � a E 0 10 - Cf) , C�, a < CD � LO 0 co cl� U_ ce < C>- 0 E y Z@ C1 c:> E zi �< H 0 C) � 0. < ZX� -2 t 0 2 :=` CO M C: <� 0 .0 0, Z-15 2: cc, 75 8 37 '02 15 0 WC) C0 3: -, -. - Z M on �0 mi Cl> li- 05 0 C) 5) �5 > co CD =) T-­ (D < 7 M U) -2 CN ca U-) 0 a) 0 co N C)) C:) Lo 0 LO CN < M CN M LO E E ,:I- LO 0 CU Z E In a. E 0 0 0 bi < JOB NO: 23-06112 SCALE AS NOTED SHEET NO. WP1 1 1 Mounting Brackets (10 Gauge', A +1/2'x 4-1 !T x 2-12- --** I'l T TT_ back Cross Support See Anchor Schedule (May be cut to III Right Bilacket � 16 Ga uge) Bo Its 1/2" M& A32 fTyp') #14Sel -Dill Screws A/C Urdt Bottom Edge HurrIcarestrap (TVVicak 3 in front) Front Cross Support Self -Locking Nut5 (May be cut tow) Left Bracket ('16 Gauge) #14 Self-DrIlling 5Cr9VV$n1.rU Brackerts & fiarkCross Support Into AIC Unit Ronom Side (T�pricali 3 each side for hurricane use) -Spol untdiablund, trt�nuxl �mc pur-1 ood, ll H--A- Run- RAllsood Seal Marti ouiA.M. "a ".am fise I al Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of i 12n=021 N 100 Code Entity" Data me Dodo Pending Me TVQO Val Manufacturer Contact Engineer & Ll.anin, validated Or Vollidi Oulturl Fill Aleproval Appl Status Afflumal 1112a Surert Vent Products Inc WHOW Grain- Her- F, Nual P.E Looke Bowder P.E. 1211 6=2f) i2JIV2020 12,2812020 Apinoved Category: Structural Components (877) 441-8366 PE-73778 (3u)30D-1800 automatic ry, Products latrol sea Rewltcf info@-Avent.- N- Tachureopsw Compliance Method; F-l"". R.Poo I, on a Fal Registered Ar"utoct, ora Ucanal Rates Professional Engineer Ft*5022, products Quality Assurance AborroyladforUse Approved for Use Impact Deal 3-4 P==�Nunrpour 11 No,, Product ExaJi Delta ia HVHZ outside HVIZ R-itinud linon-loo 1 Dual Function Flood and Wnflation Vent 2(3112023 y a yes NIA -10DL100 2 8m:rtv.nt Model #1540-511 Dual Function Flood and Ventilation Vent Jn1,2023 y , yes MIA Iob�l 00 3 Sm.rt= Mol #154115?0 in od Yale Yes "' Von NIA I'll 4 ro ItVan Media 0-521 5 on. �?JWN23 �OdFlood nstd:lsl Val 23 Y�s Yes MI/20 NIA cof i�ll :1 A 0 5 Sm Me' ,1 #1 5 0-524 16l G­g- 0-1 Flood Vent IV3112023 yet Y. NIA N/A 0 :oVant Sol Vaal ill Wood Wall In aulated Flood Vent 1213112023 Yes yes NIA -10),�100 7 Sol M.d.141S40-57f4 14.5il Congo Door Flood Vent IMIJ2023 Yes Y. NIA WA Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel 01 V14IJ2021 Code Miry or 119. Data Data reading own lul voursion Mounuflol.rour r-ontact Enctimall & Licars, voloaded! By Validl Burl FaC Arturoval Ardar ... d Status Ra�ieqa 2020 Drexel Metals. lhc� Jason Shumare 7tachary R. Preat Looks Bowdert PE. catic/2020 08113912021) 0812MO20 1 0113l Approved Category: roofing [502) 303-1511 PE-74021 (3341300-1800 Subcategory; Metal Roding Jshumata@drexmcl 'ximpilance Method: Evaluation Report from a C FI wide Registered Architect or a Licensed Florl do Profeasional Engineer Ql Asstlraru,. Arl"M e4 for U$6 Approwl fair Use Ini Design sea A Product Deseleffor, u, Data In HVHZ ol Ill RNSIstislot Pral or. 2O."= systance M 0 12131/2D21 Yes No NIA lot-W DIAG ffv Florida Department of Business & Professional Regulation Building Codes and -Standards Product Approval Application Detail Pop 2 f4 306 =3 �ul Entity Data cars Data Pending Date Inniz. Varsial [W-rufachunor contact End- & Limeal Validated B, ValidAod Submitted FBCAbooval Ap.- Sl Ral 2020 Therni Corporation Stam Jaspers. Lynclon R Sclarnicit. P.E_ R�an J. r�rl P.E. W1 tin,)l 1213112020 04,27J2021 0610l Appreed Catingi Exisl Debts l 543-7628 FE-43409 (913) 7ST-6555 subCalogooll, Swinging Exterior Door Assemblies sJASporacheithermal Compliance Iliethul Evaluation Report from a om Floods Registered Artlifted or a Licensed Florida Prefeaslal Engineer FU20468tR5 Prddund� call Aa-,e A,,-,d for W,, A,­vad for Us [.Pact D,oi,a -Sao 0 Number or No. Product Do-gli. in HVHZ outside HVHZ Resistant p-soun, 1 and Smol Nominal 68439:15 tiquotimpact8quot; opaque 12131f2l No Y. yes NIA Cornpol Edge Fbergi Single Door (InswinVOludgwing: X cerfigurallon) 2 b. Thema-Tru Fiflue,Cleasi, and Ernpol Ncul G&Ji &xuloldurnpactliquot; Ops qua 1MM2026 No Yes Y­ WA Comp ste Edge Fiberglass Single Door nth to sideffiel (InwingfOutswing: XO OX or OXO configurations) 3 c. Thernal Fiber-astal andSmooth-Star Nominal 011i liquotimpad&q.ot: opaque 1 M1 (202(1 He Yes Yes NIA Composite Edge Fiberglass Doubts Door with or eqthout all flo-rigOutsesil XX or OXXO condIgunations) 4 d. Irueml ro-Classic and Smool Nominal bell tiquotImpactAppot; Opaque J=V2026 No �.a yen NfA it Comil Edge Fiberglass Single Octor 0r-in9(0ud..Inl conf9ural 5 a� 7h.ml Filb-Cl.esic ..it Son-un-Sor Neolool 86#1 SquatJonpactliquot: Opaque 1213112026 N. yes, Y. NIA Composite Edge Fiberglass Sao. Dol Sid.litl (I-Ing,�OW-Ing: XO. Ol configur Hers) 6 f Therme-Ton Filb-Claosic and Sorectal N rel Opel 121!3112026 No Y. yes Nill, ,=. Edge Fill Double, 13-ith or Mi cereals dre.lAng/Waling; XXol qonfguura�i.nal I p. Tha--T,u Final and Sm..th-Rr Nernind Gl aquothoup-111clulot Gloaled IMI=26 Ne Yes Y. li Composite Edge Pubeegleas Single 0- (hocarg(C'Utsvirg; X a In. The-T. Filoor-Cl-do and Sirrooth-ShIr Nominal 6&#39,9 &quq1;I1P..IWot; GIsaeq[ IM1121328 N. Yes Y. NIA Cool Edge Fiber". Single Doervio Sol ine.ironClutswirl XO, OX or Ol configun-1 9 1 Themia-Tru I'llbr-Cl.site and Smootth-Star N-Inal 68#39,a Glazed iMIJ2026 No yes yes NVA Comol a Edge Fitunuglose Doubt. Door reth without Slual dr-hngiOut,,W,,g; XX or OXXD configur lions) 10 1 Tham.-To. FlIquer-D-le and smell Nominal Ball &cun,1;Impad&q..t Glazed IV31=8 No ye, Y. 141A Compel Edge FIbergiassl [)cc, (Inswagloul 'g:Xcorfiguirturon) 11 k, Trawl Fiber -Classic and Smooth -Stan Nominal 8&#39;G&quot:rmpoct&l Gial lniaoz� No Y. yes WA Composite Edge Fiberglass Slagle Dool Scallat') (Inecdglaut-Ing; XD, DX or OXO configi onat 12 1 Tl,.--T,u Forr-O.sel and snrooth-star Nominal 68#39,0 &qqt;mpsl Glazed 1213112020 No yes Y. NIA Comil Edge Floargi Double Door ith or with out Sidelites (InavinglOnt9l XX or Ol configur"l.ral 13 m. Them a-Tm Rol sel � d Smocki Nominal 6&#39:8 &pdJoutuotdocil GI.-d i2131/202E No yes Yes WA Molded Open Composite Edge Fiberglass Single Door no "q`g'Cut,caiog: X equangnuatico) 14 in. Thle-1 Fib-Cluej. top Son-th-St., Norninal 6"32;8 &cqQt;kupad&Wc1q Glaxed i2r.SlnG26 N. yen yes NIA ..d open Composite Edge Fbargip- Single Door with ni ... d Molded Open Sidelital �Im�ng,cut-lni XG, OX or CXO c-figi.ol 15 c- Thoural Fib -Classic ad Sin.10-Star Noml 68tllal &q.&;m,iPed&qut; Ginised J2131)2026 No yes Yes WA Meded Open C-c-ifie Edge Fibergeas Double DoorvAth .-ii GI.-d Mtd.d Open Sidelites (Insveingl0dutwing; XX or =0 tonfigurations) 16 o. The-Tru Fider-ClassIc and Smoodr-Stor Nominal 69*39:6 &qU0t:ImpacNi,.quot Coal- 1213112026 No yes yes NIP, Composite Ed' . Filbarg.. SI.gIs Del Molded Open Sidelltois) ilneving/Outsviring: XO, OX or ol c.infigiIiatil 17 q. 74erma,Tou Foer-CJasout and Smool Nominal Gilllil 8q.at;mNpmt&ql Opaque IM112026 NO Yes yes WA Coml Edge Fbil Double D.ol or without Gleas, Maned Open Sidall (In-ingloula-slal XX or =0 configundichs) Florida Department of Buell & Professional Regulartion Building Codes arid Standards Product Approval Application Detail Page 1 al 15,2021 code 611 or Date Dal 0 Date loandnat Date Tvp. VeolJon Manutichinar coal Enipme., & Licance. Validated Bv vielicil Submitted Fall A-mcd Aml stah'. R,yJsI,n 2020 POT"Induol Jons Foll MI-Ii BCCO - ,ER Ml cold. RCCQ - VAL 1111Q12020 I ll till Appr-0 Category: Exterior 0... (I 466-010a 315�2500 Subcategory: SlidingExtarid, DocrAssernbilas jr-aftiagfirdiulltideso Coal... Mliffil Cerill W*,or Listing am pyol�"� Owaill A-urano AP,r.vd for Us. Approval for Use I-Doet Sol 0 Elcull Moduli Number of No.. Product D .... cd- control lit-Ii 10.1. to HVHZ Outside HVI Resistant a Sonj_S�o (LageMI-ile hnp�co 'ry, Sliding CiNs, Door M 412921 Y. Yes Y. NIA March 6, 2023 :JW � �� 11 1111 lo 11 i I W.M."11111 i , a :J 11 ;1 = .will 11 1 � � I i LT&TO 14 A JA I lAwl-4 Uyj As required by Florida Statute 553.842 and Florida AdministratKe Code 915-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exple Date 1. EXTERIOR DOORS ITherm 112/31/2026 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/3112026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/l psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248� 11 +34.41-38.3 psf 12/31/20,23 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17,I +60,0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 713OV2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf, 6/22/2023 B.. HORIZONTAL SLIDER I'vill Windows and Doors Series 188 FL15351A +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 111 5/25/2031 C. FIXE D 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 CIA FLl +50,0/-50.0 psf 711512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 N(A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A, SIDING James Hardie Building Prod. Cemplank 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 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/l psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124A NIA 12/16/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roolli) POLYSTICK TU MAX FL5259 NIA. 12/23/2023 C,, ROOFING FASTENERS NOT USED D,, ROOF VEN11LATORS Thompson Arch Metal Comp, Off Ridge Vents FL1691 8.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL215803 NIA 1213112024 Lomanco, Inc DA4 Exahust Vent FL17202� 1 +97.5/-97.5 psf 12110/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 1213112025 F, METAL ROOF Drexel Metals, Inc. DMC 1001i DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.11 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076.2 Ni 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 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197l, 1 - FI 2197.5 N/A 12/31/2024 C� ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 Ni 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) Florida Department oflBusinesi Professional Regulation page I of 3 Building Codes and Standards 1/25,2022 Product Approval Application Detail 0-110 Entire ce- Data Dal call pending Vgk Tvpe! Val Manufacture Content Engineer & License Valiclatiagi validated submitted FBC Approval Approved stattv Rel 2020 Therma-Tru Corporation Stave, Jaspersoun Lyndon F. Schmi IF.E_ Ryan J. King: P.E. 0712:3f2020 07M2J2020 07IN12020 10[1 3ll2020 Approved Category: Exterior Doors. (800) 843�7628 PE-43409 (813) 757-6555 -.0sital SWol Exterier D= Assemblies sJaspersonothermetril Co'niellance Method: Evaluation Report from a an Florida Registered Architect or a Licensed Florida loofesel.ral Enguneal FL920470-F* PrOdI10% ClUalitVASSUrani Approtnadfrt.1- Apa,�dfrU­ Impact Deadl SeQ 9 Erpl Liet Num bar or Name product D.", ri ou.. CantractExpinal Date in HVHZ Outside HVHZ Resistant pressure Model, a herm -Tru bell and Smoath-8ta, Nominal 6&4�0�6 i3quatImpact&quot Opaque 1WW2022 Yes Yes as Yes, NA NIA Compol Edge Filooglasts Single Dept (In-angrOut.wing; X -fig-ocon) 2 b.Therma-Tou PlIber-Classio andSmooth-Stat Nominal 6&09�S &qPctJmpagt&ql Opaque 12J3112022 Yes Yes Yes NIA Composite Eta Fiberglass Single Doorrh Boll �Iriswngloutsvl XO, OX., OXO configuration a $ a Thermal FIber-Classic and Strudel Nominal 6M , 8 1kcituationp..%quot Opaque 12JW2022 Yes ?is NIA Composite Edge Fiberglass Double Dal or ,fthoutSid.11i (o_In1VOubMmag,XXl onnfiguml 4 J. Therml Flibet,Classic and Smooth -Star Nominal 5&#1 %quotImpact&quot, opaque 12J31a022 Yes Yes NI. Composite Edge Fiberglass Single Deor LA.J 5 q. Thernal Filb-Cfu.si. and Sonouth-Sta, 0 n-ingfOuts,,ini X configuration) Norl 8&939;0 Opaque 12t3l/2022 y- you; I-- NfA=. m posits Edge Fiberglass Single Dquorvith tj Cit. Sid lit (.)lfirrvvn­gtOubawnp:XO,OXor0XO cc 6 f. Theriall Fliber-Classe and Snocuoth-Star coal tons) N.minal 8&#39,0 itcluxtimpacluSquot; Opaque 12J31f2022 Yes Yale yes Yes >ac LA - Composite Edge Fiberglass Dowbie Del Or cc I= YAlhout Sidelites ()rrawmWOul )DC or Ol - 2: configno. ... ) 4A2 T g. Therml 9banClaual and Smool Nominal 6&939,8 &qLatchripactit,quot; Glazed 1 B3112022 Yes Yes -,mpe site Edge Fiberglass Slagle Door 8 h. Therma-Tru Filbusr-Clatpsae and Songoth-Star OnswriglOultrut,al X configuration) Nominal adil &qutImpapt&qJgn; Glazed IM112022 yes Y­ Comp.sileEdijo Filbergla.SooleD.-Ath CP 0 -cc Sdaitel (Iosvarg1OLts,­9;XO,OXo,QXO CJ CV 9 i, Thermal Fiber -Classic and Smoothl configurations) Nominal i &quotimpactill,quot Glazed 12J31=22 Yes Yes gA Composite Edge Flictorglase. Double Dowenth or Without Sberfas (I-Ingfoutsofing. XX or OXKO Z. configurations) :a, io J Thermal 'Iber-Claul and Sonexcilt-Star Nominal 89till &ouot;Impat&q.ct Glazed I�J3i/2022 ye. Yes Yes �rA Composite Edge Fiberglass Single Door 11 k. Thorml FlIcer-Classle, and Smooth -Star (In.einglo.1-ing; X config-tcl Nominal 8&#39,0 &qUKatIh`p2qt&quat Glazed! 12J3112{322 yet Yes Yes NfA Composite Edge Fiberglass Single D-r,,Ath Scellitai(s) l"l utzWnPgXO,OX.,OXO wafigufal ns) 12 1. Themosol Filb-Clatuale and Soupoth-Stsur Nominal W39,I) aquottlirnpact&q.ol; Glacad 12J3112022 Yes, Yes Yes NfA Composite Edge Fibeurglass. Double Door Wth or without Sidditess (Inwrle/Outtal XX or OXXO configurations) 13 on Thermal Filber-ClasSiC and Smoothl Nominal 6&#39;8 &qwtlmp,2ct&quot,. Opaque 1 2t3l,2022 yes Yes yes, NfA Compoilre Edge Fiberglass Single Door Win &quorNon-Impaqt&quat; Sil (InswingfOutzytirg; XO. OX or OXO counfigumi 14 h. Thmal Rbell and anneal Nominal 6&#39;9 &q..t;lmp..b&l Coal 12J31)2022 yes yet yes NfA Composite Edge Fiberglass Double Door with &quot;Nqn.ImPact&quot; Sidelites(foamngulOul CXX0 co nfigur,tion) 15 o.-Therml Fiber -Classic and Smooth -Star Nomin al M#39,0 Ilquadropacb5cluet; opaque 1213112022 Y.l Yes Y06 Al composite Edge Flbergl... $Ing]. Deervdth aquot;Non-Impact8quot; Side ite(s) Il, mmiagfOutswing; XO: OX orOXOconfiguratent) is ro. Themal and Strooth-Star Nominal l &quot;lmpact&quat; Opaque 12JSI)2022 yas yes Yes NfA Composite Edge Fiberglass Double Door with &qL.[;N.n-Inop..t&quol Ell (frusking/Outsl OMO configuration) 17 q. Thanol N ba,CI ... i. and Sonl Nominal fill Rquot;Non-Implactill Opoque 12JSlJ2022 yes yes No NIA Composite Edge Fiberglass Single Door (Inenmirigi/Outswing; Xconfiguration) 18 r Thermal Fiber-Clal and Smexl Nominal 6&#39,8 6quet:Non-Impalet3quot Opaque 12)31)2022 y" Yes No NIA Composite Edge Fiberglass Single Door Wth Sidedlitel (Inaving/Oittal XG, OX co OXO configurations) 19 s. Therml Piliter-Claussic, and Smenoth-Star Nominal 6&9SG;8&quot;Noh-mpaet&qLl Opaque 12)3112022 Yes Y_ No NIA Compel Edge Fiburgisse, Dl Dollar Wth or Wthcuut Sidefites (Imsoling/C.bineing; XX or OXXO configurations) 20 t Therral Filber-Classic and Smouth-Star Nominal U939,0 Igqu0t:Nou-mpsoi&quM Opaque 1W112022 ye. Yes No NIA Composts Edge Fiberg1suss, shove Door (I nsWing/Out-ving; X configuration) 21 u. Therral Riber-0assic and Sorboth-Star Nominal U09:0 actmotNon-meactil3lquen; Opaque 12�3112022 yes Yes No NIA Composite Edge Fiberglass Single Door unth Sidelite(s) (InavinglOutswrig: XG, OX or OXO confloural 22 Th.ml Fiba,Cl.ssi. snel 3-th-St., Norninal 89#39;0 &q..t;N­_mp..t&`l Opaque 12/31/2022 yel. yes No NIA Composite Edge Fiberglass Double Door With or wthout Sidelites (InswinglOubming; )O� or OXXO configurations) 23 w, Therma-Tru Filber-Clil and Smool Nominal 0&039;8 &,qJQt;Non­1mpse1aquo�* Glazed 12/3112Q22 yes, Y. No NIA Composite Edge Fiberglass Single Door (I riswingiOutwonl X configuration) 24 x Therml Fiber -Classic and Smooth -Star Nominal 8&#39;8 &quot;Ncn­hopaotAquou; Glazed 12/3112022 yeas yea No NIA Composite Edge Fiberglasa Single Door with Sld.lka(s) (InsWNJ0utsWh_q: XO, OXcrr OXO configunctions) 25 y- Therml Fiber-Classicand Smooth -Star Nominal 5&#39;8&quotNprn.1mpapt&quo1; Glazed 12131/2022 Yes Yes No N/A Composite Edge RbergIslas, Double Dol or ,vith.urtSidelitans (InewinglOutal XX., OXXO configuration ') 26 z- Thtrotl Filear-CA-siosad S-thl Nominal Sal &quuot�lmpact&cluol Glacial 12/3112022 yes yes No NIA Clorp. Edge Fiberglass Single Door (InsWng/Out`�g: X occriguration) 27 ce. Therma-Tru Fil and Smooth-Staf Nominal 8&939:0 &quocNcol lmpact&qucc Glawd 1213V2022 Yes Y- No NIA Compel Edge Fib-glaus. Sil Door vnth Sudelke(s) Orawne/Outswal XO, OXor OX0 configutations) 28 zb. Therma-Tru Filber-Cleasic and Smooth -Star Nominal 8&939:0 &q-tNen-Impocuot8l Gtaudd l2r3112022 Yas yes No NIA Compol Edge Fiberglass Double Door Win or wthout Sidelites. (Inswing/Chutswing, >O' or OXXO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I ef2 1512021 code linfiry or Data D.E. Date Parl Dato T­ versiout Numuliaotturar Carl V.Iidtd & Valli ad Submitted Far Acuporeal Arwo-al Revision 2020 Al Windolas and Doors Brain Stlinoor Luis Rob it. Lomas '4 Steven M Unch. PE 10MR1207,13 1010SU2020 la.'1917020 1211MOM Appl Cmegol Exterior Doors CT17� 355-3300 Ell IT,,) z1T_aA14 Sudcat0al Sliding Exterior D.orAeserablies beitingerouniTc.com Compliance Mel Evaluation Report from a Florida Reglet-dAndrit-ter. Licensed Florida Prone as I ... I Engineer PLIM-1,332-119 ItodWett Avitro"Of9rU50 Approved for Use Impact Design am# Product Ii fli or or Name Product Dosulittle, corifir I gXDlr m Oat. III Hl outside Ill Resistant Pressure I SER!ES 420ALUMINUM SGD SERIES 420ALUMINUM SGDOXO 12)31)2024 No Yes No N/A 145- 314&quo1:x80&quot: NON -REINFORCED 2 sl EG 420ALUMINUMSGO SERIES 420 ALUMINUM EGO OX XOl IMIt21324 No yes No NIA 96&w.l NON-REINFORCE0 3 SERIES 420ALUMINUM BCD REINFORCED SERIES420ALLJ MINUM SGD REINFORCED OX0 1213142024 No Y- No N/A 145.&4&q..t;.SS&quq; 4 13ERIES 420ALUMINUM Sl REINFORCED SERIES 420 ALUMINUMSCID REINFORCED OX 1213IM24 No yes No NIA Yo. XX9s&quot:x56&quot: 5 SERIES 420ALUMINUM Sl REINFORCED SERIES 420 ALUMINUM GGD REINFORCEDXXX 12131=4 No Y. No N/A 1435suot;x9l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pas. I f2 IM12021 c.d. Bantu, Date Data Oat. Peurnim, Oat- 7YD* version Manufacturer contact Eriall"Iter 9 Lel validated By validated sultmitted FBCAm-al Approved Alaim Revision 2020 odayne-Dalton, a division &Overhead Door Il a Kol Joho Ese.ta Al P. Amason, P,E. IWIW2020 09,29)2020 1012312020 12M612020 Approved Corporation (330l PE-51737 C904) 821-52N palatial 15�kadcr Duaus d1o."lonliIwayin 'cialted c Subcategory: Secdcral E tal D-Assambilas om Complimacut Warned: E%aduation Report from a Florida RegistersdArhitect or. Licensed Floods p rof�alol Engineer F .40?41 Products Quality Atisurrace Arra-val for Us, h . . . d for Us, trarect realm 41.99 bar Nam Coni Expiration case In HVHZ Outside Hl frolill loreasurc 3 8014/81DO18200 #1105 9&AW MBl' width, 14..; Max hisight. Glacing 1 2131 r2on No yes yes 31.001-35.00 avallable I In Iop or InI, m2ne ""I" 10 89 PQ/5 10018200 #1123 "�ui "ll width, 14 Mla Mal height. QIPl 121�lal)l No Yes yes -30.001-33.50 IVA lifloo I n top or Intel arendate 5 edion. 11 M001tIODIa2l)DII 1 30l Max width. 14M9: Mancheight. Glazing 1WV2023 No yes Yes a4.401-in8.30 a,allablo In top or thermeallato seltflori� Florida [)apartment of Business & Professional Regulation Page I a I Building Codes and Standards 15J2021 Product Approval Application Detail Code Entity or two Date ol Pending P�m T­ version Manufacturer Coal Emonecur & Lionnone validated Validated sadmitted FbIGA-mil Anordt" stat� Reanaio. 2020 CurreaDvIson pl Inc Tom Rad'y UL LILC Troy Bishop, RE 1211012020 i2foiao2a 1�x?14?020 Appl Category: Exterior Doguirs (541 ) 494-2813 (954) S47-0680 subCateal ExcnoT Door Components lemostay@lnuall Compliance Method.- Carfification Mark ol- Listing no I'Liel Products Apporluld for Us. Awl for I)sq Impact Doll So-# Product Model, Nurnber or Narl Product Dasorful 1, Ell outside Hl Resistant P-1- 1 SOT, 707, 727, 747. TST. ITY. and 847 Single and Pairs of Pt.sh, Ginxed. and L.uver.ol drge and pairs or 1Zn1J2M ye, Y. Yen WA Doom hcllw metal doors - Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards 1 rr021 Product Approval Application Detail end- sell Det. Dole rate Pending not. Won, Vacill Manufacturer col Enal & U-na, Validated By Validated Submitted FBG Antool allj� �_ status FaIAS1011 202q MI vVindows end Doors Bropt 61flial American Architectural Steven M Urich. PE il,1712D29 1 lil7f2020 1112712020 Approod Cal Wndol 1717) 38t-3300 War= Ponvoladon iT17) 317-6454 s UbCategorin Single Hung C orripilancthrothod: Cnirtillcatio, Mart: or Listing Qwalltur As%ur,­ Aiditual for Us, Abdul for Use ki Dal Slog or covet Model. Number or Name product Del on Contract Expiration Date In HVHZ Oul HVIH Pearl pre,.scre 2 165 SH 52x72 FlitlEfluage Frame GIDG Single Hung i 0/0800l No Yen No -GDI�60 Trill 0,nes -Il W W > W Q) 0_ C�L 0 70 0 co -�5 -0 -2 cn Q) CU L) 0 M -0 = 0 CIO 0 0 Lp,- M LL 'l Cilia (n Cn -0 a) E L_ 2 0- J=_ CWU -0 U) Z Z W mi Cn CIO > 0 > L_ CL 0 0- < 0 0 L_ 0- U) 0- i.- W < (D Z CL SHEET NO. PA 1 .0. -4-0 (1) (1) _= Florida Department of Business & Professional Regulation Page 6 WS Florida Departmend of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation page C/) —M (1) -4—" 1 *11 -0 > 0 Building Codes and Standards In54?022 Building Codes and Standards le'021 Building Codes and Standards 1&2021 Bull Codes and Standards IG2021 117- Product Approval Application Detail Product APPIPOV21 Application Detail ProductApproval Application Detail Product Approval Application Detail " L— = _0 (1) CL 0 �'pg�---g'!' - - -11.1.1 — ""'I-111 ..... . 0 L_ ­11111111�­­� ­11 IM I 1� � . I 1-11 a) 0_ , , Code Entity 0 Qate, Date Date, Panel [no Data 1, Code Emily or Data Dome Date Pencinno Cote ­'­ = co -r3 D— - Tube version manufacture Contact Emalregr&I-rcerse Validated 5 Validated Submitted FBC Amond)-ml Approved Statu Code Entry Data gone Cate Road!- Ded. Code E,11tv or get 0 Data ow. pandho Date 131M Mind- Manufacturer Contact Factinser & Licansp Validated By VadidaNd Submitted FECAra-dil Appronaa status M a) R-i.io. 2D20 Th.—Tw C.Ponsis— Steve Jaspers- Lyndon F ScIfirridiL P.E Ryan J. King: P.E. 1010712021 W18f2021 I 0/1 SQ021 12115,'2021 Approved Tons Version !manufacturer conlaet Engineer &License Valldict.c! By Validated Submitp.4 FlICAppronval Approved ,status I've's veri slanuisdurair contact ennup-& Liewn, Validated as 11,11lossal Submitted Fac Apmenclou A ...... it skabuts 0) a) Category. Exterior Do- (800) 843-7628 PE-43409 (813) 767-65% Affigratim 2020 PGT Indusulea Jan. R-..w Mi.mi-D.de BCCO - CER Minumi-Cad. SCCO - VAL 111052020 I I,V5r202Q 1 111 V2020 Appre,,td R.14.1- 2020 Mi Widows and Dews Brent Bringer American Arch itactural Steven ht Urich, PE 10JOR12020 1010&2020 10112)2020 Appro-d R.vu.n 2020 Mt windows and 0- BractSitfing., Annedesm Aolifthad.rail St-h Is Lndch� RE I1127J2020 11122f2D20 Ilaa,2020 Approved 0 - V) _L__ Subcategory: Swinging Exterior DoorAseembfiess ajaispersonothermatruoo CalagorT. Windows (941) 483-0100 (786) 315-2500 Cweqory-. Windows (71 7� 265-33oa Manufacturers A.colaroh i7M317�8454 Calegortc WIndows (717) 30-3300 MaculacturarsAaacclation f?I7)31T­8454 = Compliance Method: E�Ivtition Reportfronne . 5u1rC,1,gniy: Origin Hung jfobQW�kIQggdndub4iaSb Subcategory: HOrizonti,18111dar b,Itnngar0_.;v,d.­ SQbCatogoryt 'Itoed b�ftIInpsr0mI*c..no Florida Registered Architect or a Licensed Porida Coarriplivric. Nathan: Certhnotion Mark ca Listing orm Compliance Method: Cernfloadon Mat 6 Listing CDcripliare. Method: C.rliffic.i.c Mark or Listing (D -0 0 -0 _a I Professional Engineer fi.0238�R29JProdu I I FtJ1n5351,R3P,oc.,1, I Flu"MWA14 Product, = 2 0 - i-- (D FL#2401-R7 Products I Cuaflity Assuraispes, A ...... d To, Usn. A-audJurUse Irritant risks, Quality Assurance Awrovedlot-thr, Apps,aad for Vens Impeet Design 'JualltvA-lames Anoroaand for Use Armar-d for Use tron-ac Dealon 0 CDL = -2 3: QualitV Asiru R n cc Approyedforthais Appri,iyedfor-Use, Impact Design Sea # Product Model. Number of Naga Product usscriplion Contract Expiration Del. In HvIliZ Outside HVHZ assistant pressure a-- # Produce Monte. N,mb,r or Name Product Dosgrim" Contract E,,firadlarg Data 1, HVKZ Outside HVHZ Raisidsad Pressure s"af Product Model, Number or Name Product Desenotto Kneel Expiration Date In HvHZ Outside HVHZ Fesielant Pressure = Product Model, Numberor Name Product Description Contract EXpiration Date in HVHZ 2 SH5630 (L.rga Missile Inpa.t) Vinyl single HungWindow 07i20Q025 Yes Yes Y.. NJA 0 Li- - sec! # Outside HVHZ Resistant Pressure . I HS IN Fin -li'lang. I'mma, 73.62 I n.clded Goes 02110/=ul No Yes No .M�55 1 185 PW 71 � 72 Insulated r;.- 04MY2023 No yes No -601-60 = I a. Thermo-Trut Fibch-Classic and Smooth -Star Nomim[6&#39:86quctNon-Impaot&quot Opaque 1213112022 No Yes NO WA M = "_ M � Composite Edge Fiberglass Single Door (IneyercIlOuisning; Xconfiguration) U) 2 b. Therme-Tru Filber-Classib, and Smooth -Star Nominal 6a#39r,8 i1quatrIon-Impact8quot, Opaque 12131=22 No Yes No NIA . - Composite Ecige Fiberglass Single Door with U) (3) L_ L_ Sidaite(a) (In-ArgilOut.nmnii XO, OX or OXO -1�­- (ZL counfig.malicm,$) 3 c. Therma-Tru FtIoner-Clasele, and Smwith-Stmr Nominal 6&#30:8 %qlJ0oN.n-Im4Mpt4q..t: Opaque 12f3112022 No Yes No NJA m 112 _,,._, Fiberglass Corni E�dge Double Door WiM a = withoutSicatites (IrsvvinglOurtswing; )0'wO)CKO 1111" �-- -0 . E W < configurations) C_J 4 d, Thafmca-Tru Filder-Classic and Smooth -Star Nominal 7&939;0 8quct;Nw-ImpaoI&quot; Opaque 1213112022 No Yes NO NIA . . �- 1Z Composite Edge Fiberglass, Single Door M C I >_ (Inswing/Outayfing; Xconfiguntlon) . - 5 .. Therma-Tru Fber-Clas.ic and SM..th-St.r Nominal 7&#30,0 &quctNw-ImpacBqucL; Opaque 122112022 No yen No NIA .2r - _= 6 = .t� = Composite Edge Fiberglass Single Door with - r 1= SickilWa) (Irs,Angt0vtsviang� XO, OX or OX0 w- = = cc M ocnf1@u,aj­*) - IL" c14 6 I. Thernia-Tru FIber-Clasanc and Smooth -Star Nominal S%#39;D &quot;Nw­impaoi Opaque 12i3112022 No Yes NO NIA Florida Department of Business & Professional Regulation Page I at Florida Department of Business & Professional Regulation P.9� I .r I Florida Department of Business & Professional Regulation _.; 7&ml >< _J Cl- Composite Edge Fiberglass Single Door Building Codes and Standards P312WI Building Codes and Standards I IN2021 Building Codes and Standards .L* CWAW51 - 7 g. Th.umbi Fil-Cla-io and Strionoth-$1air (InsvArg/Outswingi; X owifiguraticm) = V) = CIQ = t Ncrmhad Wi#39;0&quotNom­ImpacAquc� Opaque 12/31 = No Yes N. NIA I" Ch a) (= !2 Composite EdgeFibe,glecos5ingle, 0-mith Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail -CC - C14 Sidelito(a) (I hsvvin9,`Qut�vvm9: XO, OX or QXO /-% - a) -, ::az dwig r6we) ��� I, 1. I ',"I, - . W " i 2 � = 5l, , 8 h. Therill Fiber-Cfassic and Smocith-Star Nominal 6&#39�Q&quot;Non-Impact&quot; Opaque 121al 12022 No Yes No N/A .11, I "I � , .1 I '­�. a -, ­ ____ - - - Composite Edge Fiberglass Double Dow with or Cod- Fort, . 29.1 pairs ost, P .... Inse Pat-- Cod. Entity, 139. Oat. Day, Pianclinno MA9 Crad. Entity on, � -cc Without 0dalhas, jIn%v0ngfOubsvvfg; XX or OXXO configurations) 1"Do Versim Magurfactunar comiab, Engineer & License Validated Ety Viardated Subrnifted FSC Approval A-d stad"s "'ps Vocal Manufacturer carese, Engine" & U-se VelidahMay valuated S,btggl,d fed Approaal Approved $tau. TV- version manufacturer Contact 1�5 to 9 i. Therma-Tru Fiber-Clauca[o and Smooth -Star Nominal $&#N;8&quot;Nog­ImpDct&quot; Glazed 128112022 NO Yes No NIA Affmccallon 2D20 PGTIndnistries Jogs R-RI W.ral-Dapas BCCD- CER Mlarrfi-Cad� aCCO - VAL I 1M12D2Q 1 1 0120 20 11MV2020 Appr-d Rcmseh 2020 Mt Wild- and D.c,s Brent string., Luis R Lern2s, PE St- ". ufth. RE IPIDS2020 i0100020 10111),121],20 12115)2020 Apip-d Affirmanica; 2020 PGT Industries Janis R-alk! Miamr-02de SCC 's 4- Composite Edge Fiberglass Single Door Category: Mr-,s (041) 486-0100 (713G) 315.nOO Category: Windows (717) 30�3300 PE-62514 (717) 31 T-M4 catagplT. Windals. (941)48&0100 _= L.) W (IrnwanglOctswinj X configuration) sulecatell-yt Fircod ji-eswiskiCipgtindusgieet s.hC.t.g.ry! M.Iffloca bsMIn.girQmIwd­m SultoCat.g.1y: M.Ition, Jh.ftskIfipgnIhclu9reaC a c= 10 1. Therma-TrU I'lloar-Ciassic;md Smooth -Star Nominal 6&#39;8 &qUcItNw-I mpacniquart Glazed 12131,?2022 No Yes No WA Cornpliancefti Canlfr,all.� Mark or Listing wo Compliance Method: Ev�linrlbn Report tom a Compil- mathedt Certification Mark or Listing = '. Composite Edge "Itsel Single Ooor vilth Mcnid. Registered Architect - Ucam.ad Florida te, Sid.lit"(.) (Itanaing/Ouavring; XO, OX ., OXO FLA243424 Oro I Prollassionel Engina., FLQ61-RI3 Produc " -a = configurations) Quality Assuran- Arsor ... d for U, A,,,,v,4 in, Us, laggilOt Design I I I = 1-= 11 k Therma-Tru Filber-Classio and Smooth -Star Nominal 6&#39:8&cjuot;N­-Impact&qLat: Glazed 12i3l/2022 No yt,s No N/A ft4d535345 Pri�ditgts � � 11 I 11 Quality A ...... be A,,,a,d for Us, A-casul for use [,,act pamg= C5 Composite E dgo Fiberglass Do uble Do., with or !31.# product Model. N,ml'.r or Name larvadund Dan deflom Conar,et ZyWrAIgn Can. in HVHZ Outside HVKZ Resistant Pre.eurt, I I I . I $IQ 4 Product Model. Number or Name ProMpt Description Contract Expiration Pat, III HVHZ outtildit HvHZ Resistant Emom L.) Wthouit Sideflioes tInswingfOutsaving; XX or OXXO 5 PW-5520 Lang, Missil. I.P.d) Vinyl Fixed Wnd� 04/3OJ2025 Y., Y., Y­ NIA Quality Assurance A,,r­I1o,IJ,, Anner-ol far U,, trigger ouncing I Mullons for Al Docni and Windows Aluminum Mullions, 05126iMO yes Yes Yes N)A - configurations) . Sao # Produo"Ph"'al Numb"" Non" Product description Qgntraj��n Dala In HVHZ Curate, HVHZ R,antant Prassuna C) 12 L Thernl Filber-Q,assic and Smoolli--Star Nominal 7&#30;0 &qc.t',N­(mp..t&quot; Glazed 12IS112022 No Yes No NIA 2 F764 Verlical N-hurn M.19. No Yea Yes N,A - Composite Edge Flo-rolass, Single, Dow (Inewing/Outswing; Xodrifiguri 12 m. Than-Tnu, Filb-Clan-it. and Smooth -St., Nominal 7&939:0 9quort;Non-I nipsaLl,t1guot: Glased 12/3112022 No Y - No NIA Composite Edge Fiberglass Single Door %�th Side[46 (a) Q nawmyOutevving; XO, OX or OXO owfig urations) 14 h. Thomm.Tru FIber-Cl-to and Sm-th-St2r Nominal 8&#39:0&cjuot:Non_1mjpact&quc� Glazed 12f3112022 No Yes No NIA Composite Edge Fiberglass& Single Door OnsvAngfOutswirig; X ocrifiguration) 15 o. Therma-Tru Filber-Cicassic and Smouth-Star Nominal 8&#39;0 &quotlhon-1 nnpaot&quol� Glazed 1213112022 No yes No NIA Composite Edge Fiberglass Single Door *th Sidelite(s) (1n­firrg1Out5vmmg� XO, OX or QXO configurations) Florida Department of Business & Professional Regulation P.9' I or 1 Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Reguladon Pan. � d4 16 p. Th.-T. Fiber-Classi. and Sm.crth-Star Nominal 5&#39;0 &quot,Nog.mpact&quot Gazed 12131=22 No Yes No NIA Building Codes and Standards I iT2021 Building Codes and Standards 1=21)21 Building Codes and Standards 302Q23 Composite Edge Fiberglass Double Door with or Without 8idelites (InswingfOurtaning; M or OXXO Product Approval Application Detail Product Approval Application Detail configumati.n.) Product Approval Application Detail -_ --- - - 17 q. Thamna-Tra Fild-01-ic and Smaporth-Star Nominal 5&439;8&quct;Non-Impact&quot Opaque 1213112022 No Y as No NIA Composite Edge FiberglaosSingle Doorwith -_'-'�" �� '�10� - ' � " - Transom (tnavyng�Outsvang; OfXconf�uration) . " � - .. ,I 411 Is a W , - R W - I � 18 I. 7herma-Tru Fiber -Classic and Stintoth-Star Nomhal S&4t39;8&qt.orNon-Impao1Bquot; Opaque 12/aIJ2022 No yes No NIA Code Rnally or M Data Date Pending Date code Entity or gas Dme ova laundfinia on'to Cod. Enft a Date Date Date Pending 2A. Comp -its, Edge Fib-91 ... Single Dca.-Ath Tyra, version al.nufact..' contact E.cjnaar& Li,ears, Validated 81 Vegetated S,b,b,Ll Tito Aing-al Apbrosed st-l- TVD. Version Manufacture, Contact Fact -or & License Validotod By Validated a.becittila FSC AbDurou A,,,,v,d liwu Type version Magurbillstrial Contact Lnnirusis & Lbams, Vilielarnal 13a Validated submitted FOCA-sal Arog-ed status Sidehi and Tnarawn (InewmelOui-mg; OIXO, OfOx or O1OXO owfiguraticans) r R.'Anion 20M Jam" Hardie Building Products Inc Chad Dierek, V. Andrew T.n J.h a Southard. P, E. 01/05=21 12JI40020 01106/2021 ding Fad Appr, Renasson 2020 Alslus, Nick Thompson Lynd.g F. G,shmict. P.E. Ryar J. King. P.E. 02fl5/2D21 02,hil/2021 02J22(2021 041312021 Apor-ol R.Vako, 2D20 OAF MJ.hael Sh4i Robert Nerifin.g John VV, Knicarvich, PE I 2JISM22 12,17;2G22 12)2012M 02107=3 Approved 19 9. Therma-Tru Fber4CIassic and Smooth-Ster Nominal 6&#89�B 8quctN­-Imjpact&cjuot; Opaque I213V2022 No Yes No N)A category. Panel wals Odic 545-6359 PE-81862 f352)367-2528 C.t.gonry: Pon al Wells (330) 922-2389 Pr43409 f8iO) 767-8555 Category: Roofing B00) 766-3411 PE-5D166 (954) 772-M4 Composite Edge Pildeglass Single Door with subcategory. Going ch.d.diandfas�urnesh.rd 2.1ocal.gcory, Spirits rr1hFmp­n@.t,,d­- Subcategory-. AsplI.ItSharce, ro,fle,ogaf-on Sid.lit.(.) (Id.vArgfQ.t.wh9 XO, OX or OXO Compliance Method: Evaluatim Report Item a elom Compliance tensed: Pv.u.than Report from s, Compliance method: Evaluation Report from a =I Continuous Hand and Sill corfigunatlora) Florida Registered Architect ca- a Licensed Florida Florid. R.glisfamol Architact or. LI-sad I'lorldis Flood. R,glst.rodArchitacr or . Licensed Florid, 20 t. Tharmo-Trur Flbar-Classic and Smooth-Ster Neminal 8&939lO &quo,iNcm-Impact&quot: Opaque 12f3112= No Yes No NJA Pron-Wal Engineer Prof."Itar.] Ecline. P,cfee.lanal Ermin ... Composite Ecige Filbarglass Single Door with - - Sidelite(s) onswarglourtswing; XO' Ox or OXO FLA131Q2A9Pio4dcts FLMs272-R5Pted.,L% FL*feJ24,RU Products Continuous Head arid Sill configurations) 1 21 u. Therma-Tru Filber.Classic and Smicaryth-Star Nominal 6&#39;8 &quct.Non4rroadI&quot, Glazed 1MI12022 No Yes No NfA Quality Asfilumm Approvotillor Use Avibrovad for V Impact Donlon , QuaditaAssurannov A ... ev,df- Us, Ap,r ... d for Use lece-t D,sicag ��0.1itymsum.10 Apyroyod for Us. Approved for Use Impact Pontiac Composite Edge Fiberglass Single Door with soup Product Pledol, Number or Name Product Coscriptio, Contract Explimilem DAR In HVHZ outside HVHZ Resistant Pressure 3-44 Product Model, Number or No.. Product Cascriptlog Contract Eigplatl­ 0.1. in HVHE dullard, HVHZ Reepatiant Priarso,a ISM A Product Model, Number or Name Producer itescription contract emnlratipA Date In HVHt Outside HV Resistant Press- Siddlos(s) (inswinglOutswrig XO, OX or C)XO 1 Cernpl.rk Lop Siding Ilb.,4cnnart top siding IM1/2023 Yes Yen NIA NJA I a &ouot',2T&.quoI, Soffit Vent or Bond Vinyl acfflt 12�31aI)2� No Yes No N/A 1 OAF Asphalt Freof $Inlnglea for uw in FaC, nen-HVHZ FIIb.g9l.,;srdIrf­ed 3-tcb, hprglnatodl� 5-telp and 121IGM25 No Yes NIA NIA Continuous Head and Sill go,figurni 2 Hard.Plarik L.p Siding Ilb-com-t lap skling i2ZV2023 Yana Y. NIA NIA 2 b. &q..,'Ale.gs T4&P-d; Soffit Vent or Sold Vinyl Soffit 12f3U2023 No Yes No IVA j.Hedicti.re hipAidg. asphalt sbinglas 22 v. Therma-Tru I'llber-Classic; and Smooth -Star Nominal 8&#3S0&quw:Non-lrrsmm&quoIL Glazed 12/3112022 No yes No NIA 3 0. licluct:Greumbrar Vintage BeededitV39: Soffit Vent or Solid VinvI Soffit 1213112023 N. Yes No N/A composite Edge Fibegless Single Door with 4 d &qud;1)5&uuot. Spirit Vant or Sold Vicid Seflit IMU2023 N. yen No IIJA Sidellps(.) On-Ang/Outinying; XO, OX ce CX0 5 e. &quot;Chwter Oak&quot; Soffit Vent or Scild Vinyl Soffit 12MIM23 No Ts a No NJA Continuous Head and Sill configrinapoins) it I. 8quorStuns, Sp..&qu.t; Sol Vent or Solid Vinyl Soffit I 2131 �2023 No Yes No NJA 23 w, Therma-7ru Fliber-Clasenc and Smooth -Star Nomlna[6&f4aO;6&quotNon-,Inipac�&quot Opaque 12131/7022 No yes No NIA Composite Edge Filberolass Door Panels Atli Vented adolitso(s) (Inswrtg/cwts,mg; X7, >= or X'Qo� bonfigwralion*) 24 x. Therma-Tru Fiber-Classicanc! Smooth -Star Nominal S&Mg-,l) 9quotNon-ImpaGt&quot; Opaque 126112G22 No Yes, No NIA Composite Edge Fiberglass, Door Pamels %mitli Vented Sidelite(e) (InewnigCutavying. X)( W or )OM ocanfig.r.h.n.) 25 y. Thermas-Tru Fbar-Clgasic and S-th-Star Nominal 6&f$39;8&qub�,.N­-Impc;bl&quot: Glazed 1213112022 No Yes No NJA Composite Edge Fiberglass Door Panels with Vented SideliteN OnsuAng/Outswing. )OC XKKor )OOX Florida Departmartt of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation P.O 1 .11 Florida Department of Business & Professional Regulation Pool 'I'l configurations) Building Codes and Standards IOIW2021 Building Codes and Standards i 02D21 Building Codes and Standards IV2021 26 z. Therrrq�Tru Filber-Clasaic and Smooth -Star Nominal ft"RO&tuot Non-Impacd8quot: Glazed 12131f2022 No Yes No NIA Composite Edge I'llbergiasas Dow Panels vath vented Sidellithe(s) (ImsVAngfOutswhg, XX, XXX or XX)O( Pf0dUCtApprOVal AppillCartion Detail Product Approval Application Detail Product Approval Application Detail configuratws) - - ,5'x"il' L: I N" , 1'1�11_1 '9� 'A'�,", 27 za.Themnai Fiber-Ciassic and $mQcth-Staur No mi net MIM: 8 &q uot; Non4 mpancht q uot; Glazed 1213112022 No Y.5 NO NIA __-A-'_' , � V ii, J; 11 - " ,,, I ......... -"- _'F '_ " , 'v m .- I V, I , ,,, , yys�� �xl- - -, - , za " "N II, I I - '111' 0, '11, , W-1 21 10 Sly 4 11A 1,1 I,- ­W'ly'�"h delite(s) (I navvintg/Out�,Mnir XO, OX or CXO -, ", , W&W, " LA � �� - - - - C; 1 !��WMKKWRK --" I '-'-ert - , - , 0- �'I- . - _11- WIN 03 . ,�T-�,�,4"--,I-i-=--��'MW���i�,�� �...-rImik;?.'t�.' ompc��t�Edg�Fibergia�6�.gleD-wkh3&#30;0 12W y'*!�� � W ,�t I , , 11 K 11 K t , I , Ri, , _-­*' � ,. � M, -'V',;W N _,,1r,�'41,40- *111011,10M.- ­ ,.,- 02 N 'W , 9 � configurations) Code Entity - onto gets Dar, P.ridlob Det. 10A. Entity or bato Date Dan* Pending PZ11 Code Entity o ose. once gave Pending game 28 an. Themna-Tru Filber-Classh; and Smooth-Stor Nominal 6&#32:8 &qubt,Nw-ImPa(d&quot; Glazed 12t3l/2022 No Yes No NIA T!".. V..I.. Aalictracture, contact Engineer & U-ne Validated 8, vailicaled S.b,ltt,d Fac A-me'.1 Aco-ed afel.. I= Va.b., elannue,tunar Contact En,lh,,,& U-1s, Validated 8, VgPdal Submitted FBC A -van Anne- Status Typ. Vorsen Manufacturer Ccantad 6,,h,.. K U-se VsHdatad By Validated �Itlr.d FFIC Approval Appro-d Status Compcdfins Edge Fiberglass Double Door with R.'4.i.c 2020 TAMKO Bdnding Products LLQ Ke,rd Eden Robert Metric. John W. Knmaxh, PE 10,11412020 0912912D20 ionzzo?41 12115rA20 App,-.d Ravven 2020 L.V. Thompson, Inc. ding Thompson Architectured Tery Christman Zachary R. Priest sl�n 14 Unch. RE ORM712020 GOP1612020 D9J=020 12tl5/2020 Approved R.,Aatpn 2020 Flood. Metal Products 1- Cleric Jones Jarres L. Bode., REG Ste"in M. UrIch. PE 09,2712D20 QD/25M20 1040�020 17Ji&2020 Appr-d S&#39,0 Sid.litets On-tingfoutsving: QMQ Category. R.Ang C 417) 074-5644 pe-folss D54) 772-6224 Metals ocsnnp�417AMCO) (813) 24&3456 PE�74021 f7lT) 317-8454 Category: Reeling d904) 783�8400 CELICK E.ggaere,q (717) 317-B454 configuration) . Category: Rooffing larly@p,methalropfinci Sciscatt,it.ay; Roofing Acc.,,.ri.a that .. an .I.'kLDflum..c_ PE-31242 29 wo. Therns-Tru Filber-Clossric end Smooth-Shar Nominal OZ4039iO &quot;Nw­ImPaao18quot Glacced 12t0112022 No Yes No NJA Subcategory-- Undersyments kern solsoCe.k.c.. Subcategory: R.Ing Accessories that are an Integral part crime Roofing System Composite Edge ribergiess Single Door with 3M30;0 Compliance Dkiliod: Evaluation Report from a Integral Part afthe Roping System Compliance Method: E,sluation Report from . SWORD(.) (InsvvinglOut.Wrig: XO, OX or OX0 Florida Reglot-ol Ar.ritnact or a Ll.agaad Florid. Compliance alethundt EvelilStlyth Report from 8 Flood. Regf.tal.dAlchibect or . Lo-sad Ford. berfiguraulons) . Pnole--il Engineer Florida Registered Architect or- a Licensed Florida Pref-lon.1 Entilreer 30 ad. Therrhas-Thi Feer-Classio and Smooth -Star Nominal B&M�O &quotN­-Impact&quok. Glazed 1213112022 No Yes No NJA Pcalemsional Engineer Composite Edge Fiberglass Double Door with FW232SAIlProodds, � I I FL#21580-R2 Produces, I I � 3&1$39;0 Sidelites, (Inavying/OutsmAng; OXXO Quaint, A,,,,g,, A,n,,-d f,, Us, Approved to, Use irl vocits, twagis-to Products , I I 11 I I � I � I I I I � I I I bonfigMuction) I I I 1, � I I I I 0WIRVASsurannto Awrov,irl for Use Approa.d far Use lareatl Rfiom 31 ze. Thasml Fiber.Classic and Smooth.Stbr Nominal 7&*9;0 &c[uot;Nw_Impyact&quw; Shaker 1251 12022 No Yes No NJA suals P,.d,t Model. Nu,b a, ,, Name Prqd.st Desctlyti. Contract Esol'ollon Date In HVHZ outside HVH2 Resistant pressure Quality Aasuran" Approved for Use Approved for Use I= 229M sou's Prgcact hicaft. Nygobor or Name Product Description - . __ - ­ - to HWZ outarda HVHZ R-istana prasw'. Series Composite Ldite Glaosd Filberilla,us Single 1 TAMKO Roof Undlerayments (HVHZ) Rootcadelarygracts for use In FBC HV� 06120023 yed No WA WA a-- # Product Kod,l. N-lu, en� Nam, Phicubt Diciorliti.ra Combed E ... s,uorr &ts 1, HVHZ outside HV­IZ luntindard Fniresursi 3 3- FLAMCO &quot:RV 10 Ridge Vtrt8,quol: Aumilnum Ridge Vents forpitened roeft fatnIcated 1 2131 =24 No yes 14. NIA Dop r with or without 1 &#31);2 S d a lfi.(.) junsdollona. I TAMCQ Rat Top Off-M d90 Vent with Spite lot Tile 20 go. static roof veriblator with baffle QW09/2026 Yes Yes NIA WA from OLM, A. .in. on (Innawng/Outawing: X, OX XO or OXO configuration a) 2 TAMKO poor UrudarWymsmt9tNDN-HW2) Roolunded2yinientafo-use al FBC,ncan-HVHZ 09C1912023 No yen NJA N,A 2 TAMCO Gooson.�kV.g: 26 ge. onpaow No yes NIA -0/-52.5 jurisdictions, 3 TAMCO Ofr-Rldg. Roof Vent Witt B.Me 20 ga- staloo rool'yeraglator with Integrated baffle MOV202,B yes Yes NA NYA 4 TAMCO Round Tcip Off -Ridge Vent With Baffle for Tile 26 ga. static roofverifilidor with baffle O&OW2026 yes Yes NIA NA Florida Department of Business & Professional Regulation P.A. I of I Florida Department of Business & Professional Regulation P.O. 1 .r 3 Florida Department of Business & Professional Regulation P�g.i .`1 Florida Department of Business and Professional Regulation Building Codes and Standards 1M= Building Codes and Standards IRPM 1 Building Codes and Standards 3MnO23 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail bu _g_o�.,y 'WIA" _"'v�'� U) �'�" om -, Code Entity or two Date ones Pending Dat. �� �41l"; 0&- Entity o Dal- onto Data paindina 22L. PEM Conde Entry or Dal. Ifent. 004 Pan"Ecia Date 0 " T be y4tfagg Monsuractums, Conrad Ercturear & License VaNdstand a, V.gd*.d Sulurnitisof fac Aprnraaal Arm- Rw.. Type, Vera4cari magurrastursir Donlact rineimse, & up.ra, Validated Ek Validated Submitted FaC&P-1 Approved R" Type Vorsion MarnufaMMI'VT Contact Enalnear & Llognse Validated ely wildcrowl submitted FOCApprov.1 Am- start's FL#5259-R31 R'-i,,,n 2020 Lormarb. Karift. Jolley James L. B.ckner. P.O. Steven IM. Umch, PE 1112312020 IV2$12024) Ii,2912020 ding MC Appr- Revision 2020 Borst roping An,k,,- Ropin V,PMQ uniform Evaluation Gary on. Walker 10312D20 1 iA)?J2020 IIIDF,12020 Appr-d Revision 2020 Gebal Protection Products, LLC_ Tim Robinson WaRVA Tillit Jr. P.E. John W. Kni,ze,ich. RE OMQ020 0)0812020 10)01)202(l I?JI5�2020 Appr-d code Ent-Kal: D.ak PAft Date Date StatUS C.1.9ory! Roofing (501)1)83-6163 PE-�1242 (717iO17-8454 Category: Rooting ON) 380-6091 Services LLC. (205) 054-13161� C.1.9.ryt Shultars (9541 689-7541 PE-44167 (D54� 772-6224 (D p In Validated Submitted Pe klaI)eyQlomanbo,com S.bcal.pory: reeling Tiles limiluirvAndenson(i2boralLoo S.bc.t.g.'Y: St.c. P..Ia t!m.rob1hacsh@_gpp,ftt.m Iy.A Vergion Manufacturer Contact _glneer & VEllidated B _nding, approved Approved S�hC:.-�Wtk�.IngA....-I.�th�...n Conpilance Method: Evaluation Report from a in Integral Partctthe RoollngSysiern C.mpil .... Manned: 12,Wusclon Report florn . in Revision 2u2u POLYGLASS USA Maury.Allpert, License John W 1 W6,12020 10122J2020 FBC 12/15120M Coacp1I-.cafh.r:El,saI.at1.rR.pcs1 flux- Product E�I�dvn Entity Florida RagatersdArchlect or a Licensed Florida Cattegory: Roofing S954233133OSmalpert@polyglass-com Robert Niernirren Knezevich, PE �_IIRMYAI Florida Registered Archltoot or a 1.1consedflorlda I I Subcategory: PF-59168 (954) 772-6224 11fC112020 Fiofoiailonal Engineer -i-Riz Eugi I I I � I I � I I I I I I I I I profenselonal Engineer I I I I I Underlayrrients OLW17201-Rlilariadugd, I I � I I I I I I I 11 I I I � I I C-Iltv Assurance Approved for Use Approved felt Use wbac 2P.2M FI-08070-Ko FiRdubui I I I I I I I , I Compliance Method: Seng Product Model. Number or Name Product pasehintoc C.ro,sel, Famosticas Data In HVHZ (),[aid, KVHZ R,,I,A-t P,,,-,, GwallivAssurance Approved for us, A,,.,,,l nor use locoact Design Evaluation Reportfrorm Quality Assawal Approved for Jes, Appipyed for Use Impact 0041 16 Saxony - Straka, Slat& Country See, Split old English Fiat Profits - Denver. CO I wai r2020 No Ire a NIA NIA §22.9 Proclu a Rhode. flurl or Nam Product Description cocaractExplicatioll me h, HVHZ outside H Resistant P,,,- San # Product Mega. Number., hear. laronclact Donsermligri Comind expiration D99 in HV%Z Consider HVIJ Resistant Frussume Thatch, &amp� impart a Florida Registered 1 Gack-Airl DA-4 .rIRI-Bcilt D.ck-P4, DA-4 I -me Profle, Polypropylene Pl,atra, RoofVert 12fl(V2025 No y" No '97'5�-07.5 IT Sayary600-Sled., 81hink-1-p: Siblit Shake Flat Profile - Stoolden. CA 12131r2021) No yes NIA NIA 1 2a Gage Galvanized Seal sorm P-delliViZ Corrugated Gadvanglasel Seeel Storm Panels retained IZZI/2023 Y., yes yes NIA E a Architect or a Licensed Mechanically Aft.1hed to Plywood bton. �e S.." 800 - $[at., Slide 4-­p; Split Shake Fiat Profile - Risk., CA 1243V202I) No yes NIA N)A or not by IrsoNs I. provide hurricane prol 9 S.,ary 700 - arch., &.to Aagnp, Split Shake Flat Prpffle - Stockton. CA 12131i=() No Yes NIA NJA 2 24 Gage Galvainged Steel Storm Pane19INHVHZ Corrugated Galvanized Steel Storm Panels retained IWI/2023 NO Yes yes N/A =:) (D Florida Professional 20 Sa-yTOG-Shake SafleAacnp; SpritShak, Flat Profile- Flat., CA IM1i202' NO yes N(A N orno(byuselks to prmIds hurricane prorection. (D Engineer 27 Tei-Esap.ma 12arcelon. High Proll. - Katy, TX I 2131 =0 No yes NIA NJA FL#5259-RZI Products 25 %Afla L- Frru,11 . - K. y. TK IW31M2D I'm yes NIA NJA = 901tyAlaum0e. ftitrovocil for Use M Ime-a.01 09010 L-R-A Product Model, Number or Name Product DeswipfiW Contract Emiration fit HVHZ =i 5W Resistant Pressumice co Date I PolyglassRool'Underlayments Reading underlayments 10121=22 No Yes NIA 4NIAI-622.5 1 Polyglass. Roof Orderlayments (t­IVFIZ� Poilyglass roof underlayments for use In FBC1212312= Yes No NIA N/A � M HVHZ jurisdictions. 2 Polygl4s% Roof Underlayments �30n-!HVHZ) Polyglass rocif underlayments, for use Jn 12=023 No 'Yes NIA -NIN-622.5 > I Polyglass Roof Undeftyrnents (HVHZ) IFSC nw­HVI­IZ jurisdictions. Florida Department of Business& Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation P.D. I .I I Florida Departmerd of Business & Professional Regulation fragel off M 0 Polygess roof underlaymems for use in FBQIW2312023 Yes No NIA NIA " HVHZ jurisdictions. Building Codes and Standards IJ25M22 Building Codes and Standards i/712021 Building Codes and Standards in'M21 2 Polyglass Roof Undertayments �non-HVHZ) P yglass roof underlaym ergs, for use in 1212312023 No yes, N�A -NJAI-022.5 0- FOBIC nwr­HVHIZ jurisdictions, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > 0- I Polyglass Roof Underlayments (HVHZ) Polygess roof uriderlaymentsfor use in FBCIV2312023 Yes No NIA NIA .- , HVHZ juifladi.fi-ne. y�' c-, - , ;;, �p � � - �,- g�,,; ; Z .. n' __ � "'t, �� 11 1, - Llu - - 0 < 2 Polyglass RoQfUndedayments (non-HVHZ) Polyglass roof underlayments, for use in 12(2MO23 No Yes NIA -NIAI-622.5 Cod. Ent ty a Deta Date Dote Paneling Date code Entity or onto Dal a Date Pon dl no oan, �&* Entity 0 Date Date Dee P.ndIna P* 9 FBC h.n-HVHZ jurisdictions, Tyne 7ar-slor, Mannirraosu Contact Enq In-, & U.anse Validated Validated Submitted load Alyproual Approve status Taus Varaftc, fikinutaidinnhar C..t..t Frick,uns & Upions, Valid,t,,l B* V.11cland submitted FBCADD,,v.l A -coved Stait. Type vishairm, Manufacturer Conrad Ecicli ... r & Lt..-. ' Validated Hht Validated S.It'grittinil FBC Approval A,n-,d status " 7 Revision 2020 Commerefial Cori Proaduet..1- Robert Oil, Sa must A, G-be rg John H.y IWE/2020 1 ZM 612GZC 12r2WO20 dmi FRO Appr. I Polyglass Roof Undc4ayments (HVHZ) Polyglass roof underlaym ents for use In FBC 1 212312023 Yes No N,A N/A Revision 020 All American Sh criers and Glass Mike Barbieri Frank L. Bermando, RE Troy Bishop, P. E. 1012812020 10115J2020 11105f2021) 1211512020 Approved Ra,islon 2020 Alpine Stuart Lauvi. ICC Evaluation Sand-, LLC William M. P-larl, P5 101311X20 I W2212020 I 1)0&2020 111,10512020 Approved 0 HVHZ juri.dielione. category: shutters (561) 712.9832 PE-0046549 (954) 947-0580 C~ry, Structural comp.raris (3211710-3377 (W,) 681-1917 Category: structural components J61 3) 659-S707 PE-14243 tM2i 5M-5311 2 Polyglass; Roof Urderlayments (ncn-HVHZ) Polyglass roof underlayments, for use In 1212312= No Yes NIA -NJAI-M.5 Subcategory. Storm Panels gilkets@allamencanchufter SuKainglury: Trusne Plates a1ewiaLNuPInarw.._ SabCategory-. Produces Introduced as a Result of praccagel.r(ly.h.- =3 FBC h.,HVHZ jurisdictions. Cc impliance Method: Eyd usition Report from a M.com Ot.pIlarres Mah.cl: Evaluation Rotor from b New Technology Florid. Rangisartar.cl Arwitact,of a Ll.amayed Fl.rUe Prod.rt �vala.toa Entity Compliance Named: Evaluation Report from a _0 I Professional Engineer I I 1`1.0199"7r, I Double 11 11 I I I I I I I Fluids Ra9IstarsdA,.hIt.t.rs Licensed Fiords I I Prd-i-al Engrea, I I � FL#1 7436SA3 Products I 0 Quality A -an.. AW-W for Ussa Appromadfar-Usa l.p.ot Do" FL*i T74-RO Pra,dur L_ ChirsiderAe5uniance AnorovedforUse ApprovecifterUs Impact Design sea 0 Product Model, Number or NAM Product Dissertation QoartactExpirarl.0 Dal. In HVHZ o.tAd,Hv14Z Resistant pressam, Sag 0 Product M.d.l. Nurn tow - No. a Product Description Contract Expiration Date In HVHZ Outside HVHZ R-I.ton Pressure 1 ITW BOGIAlove FlIghar Strength jH &anp� 8) Metal Conred,sr plate 1213iJ2024 Yes yes N/A NA Quality Assurance Araih,bawl for Us, hn ... �,d for Us, I. -I Dosh., a - I 24ga G.1-med Steel Storni P.-Is 24ga Galvanized Steel Storm Panels 1213V2022 Yes Yes yes NIA � ITW BCG1AJprue Hinge Plate Metal ceinectc(plare Izf3112024 Yes yes NIA NIA -9-06 Product Model, Number or Name Product Description Ce,gerliet Expiration Date In HVHa Outside HVH Resistant ptsissurs, 3 ITW BOGINnire Trulox Metal Connector Plate iMI12024 Yes Yes NIA NIA I Quality Precast or Comirwroial Concrete Practices Precast and Prostreased Conerato Untels UN25)2024 No yes NIA NIA 4 ITW BCG/Alpiru, Mv� M't'lconmeetorplalte 12f11/2024 yas Yes NiA K,A < a) (n "i"I'li"I'll-a M 0 (n :3 < Florida Department of Business 8 Professional Regulation page 2 d 2 Florida De,partment of Business & Professional Regulation P.D. I a 1 Florida Department of Business & Professional Regulation Page 1 ul`2 a - Building Codes and Standards 318rD23 Building Codes and Standards 6,14=1 Building Codes and Standards 904tU21 -0 �-- Product Approval Application Detail Prod ucl Approval AplAiCation Detail Product Approval Application Detail L_ .. 111w? - - -11 ... � � - = I 1-11; 11., ., , "I I 11 L .. I 0 ­11 .- Coca er"n, .' Data core Itexte Pending Data " . II0, Code Entity or data Date Date Pevcrno Pat- 0040 Entity o Date Pat. Date Pending ;-MR - 11 " UJI C - IVP- Varsion al-fiscincrar Contact Eigginsar&LIcannas Velldstad My V.11dat.d Submerse FEC, Ace -al Apip-nd Slat- ly.92 V,,I,o filarourfactignsir Contact Engineer & Licarcus Validated By Validated submitted Plac Ablargy,11 Aacm,oc status Tv Do vVigil. M.Aachun, cooled Biginger & Uetuago Validated Di Validated Stitarniturd FBC AbpmyW Apyrovad status 2- C R.,A.hoh 2020 Mirrels no, Eric Walden [CC E-In DU.g S ... i..LLC ICC Evaluation Gand�., DIJ0312023 12t2=022 01103121123 Appr-d Revision 2020 Weyerhaeuser Rub Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. 02/02/202i IOIIW020 02012021 Apprwed Atlimnall- 2020 Alpha Aiumhum Inc, Jose $11va Lurs R. Lomas Stwon M. Urich, RE 1111=010 111111,2020 1112MO20 Approved Category: Structural Cohnip.-ts I952) 89B.8635 LLC. Categno,y: structural Ccanwirents 1253) 924-6473 (6rctn 4330-3268 Category: Penner Wells f4071 509-2008 PE-B25i4 (717) 317-B464 < a) Subcd.gorr. Trust, Rates awsclemorrii.Forn f20$ 599-96M SubCategou; Engracerad Lumber RdbartBaId,Ir@.ayarb. 3.t'C.fi,9.y:S.ffl1. . IPh..tu,cm-in.@yah. n = Carroll ance, Moth ad: Ervaluation Report it= a C propilance Method: Evocation Report fw . --r.-. Cornell once Method: [Evaluation paperh from a . .in _J Product E,ealnued.in Entity I Product Evaluation Entity I I I I Fl.aids R.91.1r.radAFIhitect.r. U­d Fl.,Id. � I ruialir-lirgisnodcoge � 'I �11 � � I I I I I 1 I I I I I I ''I � I I I FIL#%fXT-RJI�Rr0d,;d% I I . I I '' 1� I I ": I " .11 � I I - I I I I �' Pr.f.aacrial Engineer Z , I I '' - �' I I I- - ouslit,r sasonsine 1, , Arser, I wad for Use, ApowyadforUs � a Ing-I 1 fission 1 Quell � t , Y AfisArancy Approsoad tor Us. Approv.d 1. Use Impact � coalar, 11,0101414�10 P,�, I I I I < I a,.# Product: Modal. Nusub., . Naurve Product Iteacdodonn contract Exciretion, laace in HVIiz Outside HY assistant pre -ma 81c; # Rg�l M,*L Number or Nset, Product D,.e,ipdR ,tcontract U.,wipur Date In HVHZ Outside HVH assistant P-, � 11 0WIlly Assurainc. Approved for Use Approved for Use Impact Design, � . I I _J afi� - - I , '­­ 111� 1, I 11 ", . , , -- - "r �- n,�'��"'- - - . , � 'g � ..� � , , " I'll � � A !'�'�' , 11 � � , g = "I I , , , , , , , , ... - 11 ,- - �iy , Dot- n Date " 0 -S-- I Engineer & License Validated By veil FIB Approved = M 1 -_ O-CgR Minm-Kbde CCO-VAL lim�2(` I ) 1020 ,, (706) 3i5-25aQ = 19 4 . - = :a- 41) �� = Z Z I 1 M18AHS 18ga. hIghstrength truseConnecteriplate, 12131II2024 yes yes NIA N)A I Mord�m LVL Lamirated Van- Lumber GU3112023 No Yes NIA NIA 2 M189HS 18 ga. super high strength truss connector plate 12J3112024 Yes Yes NIA NIA 2 passullam Pat Panintlel Strand Lumber 0131,2025 No Yes N/A N/A a-# Product Model. Kemper or Nams P,d,d 11-ninticni Contract Excitation 2JIg In HVHZ outside HVHZ Resistant lata's.r. n 3 mil 15 16 ga, trussomnactor plate 12�3112024 yes Yes NfA NJA 3 7imporStrand L8L Laminated Strand Lumber 03i3112023 14. Yes NIA NIA I Alpha Aluminum Sold &amp: VentedAlturrigUrnsoffit/ Alpha AlunilraingSolkI&AMP: *rtedAlumintron 07130,12023 No Yes No NfA 4 MTi8HB itt go- high strength truesectinector plate 12i3V2024 Yes Yes NIA I%A 4 TJ Rim Board Structural Composite Lumber or Calauned &.no 03131f2023 No Yes NIA NIA CMU &amp; Wood S.MV CMU &amp; Wextral 1 5 MT20HE X ge. high strength truss coms,Ftw plate I2J31QC24 Yes Yes NIA NJA board Rim Board 5 Weyomes- Firm PRand oriented Strand Board Rim Board 03131)2023 N. Yes NIA H/A SHEET NO. 6 TLis. MTia 18 9a. truss -nact.rpl.t. I 2/31)2024 yes Yba NIA NIA 7 TI-20, MT20 20 On. has connector plates 12�31=24 yes Yes NIA INA . I March 6, 2023 ill I I PA 1.1 (D a) Rorldn Department of Business & Pmftsaional Regulation Floval f2 Rodda Department of Business & professional Regulabon hesi oil Rodda Department cyf Business & Professional Regulation pwi .11 Rodda Department cf Business & Professional Regulation Psoo I of I Building Codes and Stsindarda Budding Codes and Steridawds oflo-422 Building Codes and St3ndards Building Codes and Standards MGM= (3) -0 > U Product Approval Application Dill Product Approval Application Datilsill Product Approval Application Detail Product Approval Application l3atall (3) 0 9911111 grift or 20 11111111 rose Poodimb DAR c-d- owx Pak 0*11ppmilin 090, Elift- Dols Do" DodyPomillm Dol. E sent or 20 Dole DillPorkima higo Varalo. come rades.'ausess Volklobod 'Afidaloll "ad* FROADenoval Avotwed 11"ll"aft 111099 Varla ftmobett" Co." EA r *1141lood sh"A"i FOCAoilrovol Agomsecl 1111110o" Two vomm. ollomallooll"ro 0" Emairosr&lits, Valkq"W wrido"d sollrelft FROAolialivol Aoidowid Slated, Tim Waoloh 1111*mmiloolork -costs EW—,&Lj.. V.1weald V.114.1o4l skibrol PIBC AiNiewil Aoo,-,d stme's Affir—don 2= Pella Owpo'stialm Joe Hayden Sorkll Wind" a% near James L Ruaknor, P.F- a 071141202D CTMAIM020 GYMU020 APPrWod Aftru" 2o2o Polio Corporallor, Joe Hayden Sondl WIr000ridDoor T.E. Lunn, PF LLC- 07714f2CM a7fiv2o2a OT122RM APPrDWd AtIrmation 2020 Pella Corporation Joe Hayden Sarkill Window and Door James L Buckner, P.R. a 07M412C21) 0771412M 07100=20 APPI'llhod Allikinartion = Pella comorei Joe Hayden sordi Woman sohmallor T.F. -unn, PF, LLC OT11412020 07114(202D 0712=020 Appr-d *lossarr W1,kiewl; Roeralon, Mam,fadexarAftoelollbn CBUCK FrvIrossing colovor. Windows RD6lm*n MamulacturerAssoclidon (G61)G2&,04r,6 Caftaer.wndowe Roblr=n luenUrbaWforAssoolotion OBUCK Engneering catodw. w,,alo" Potilmoom PE-44135 (WI)6254455 SoloCo,sollary: Slage, King (841) 1112141098 (sel),al4w BoliCaftar. Onglo Hung 041 � E21 Mile lialiCall"ary, Flood M4116214000 (5151),01-9927 SACalosarr. Flmd M41) 021 -60911) C"Hawso 1111lethoil: Certflosion Mark a, Ulaing Wl oprodulitippronape complies" Is 0111"Clsion mark or uirtirs pollopreduolop-18po comiplisaks, motbec- Q~on mark or Ustima petloproduolopprmcli cor"llonoo illothoc- Evaluallon ftpad a pelloproduckopilrovolope -CZ If— b-corn lle-corn F1.0d. Rogliksoned Milled or a Losensid Florids llcom 0 MAUMAJ2 Polabod, Probessional Engineer -0 QualliftAssuromor Ampro," for Usa Asom"i For U L-910 Dosan Anara"d Far use A..,-w lor use kand game Masiftfinsuawas AluXiSell Ills Agormod Fir Ugs lmmd Dodo FUMSM6,1114posasobs 2 awl Pwidget ModA Nmkbw 6, Name ProduatMewriatiog, Owtnittlibnakstigt Daft in NYHz Cludows wwz quiets PA"nn 111" Pladvol ModL 111"bor a, Name PoodoollCosaftleri 1. 0,11swo patweir, Passou Aoki Pradvid Mod,L Runbor 4, Norris cakittakfissindl.6 Usis in HvHz Cuomo HVHZ Risiabot F".*" LFw" Alrortarld no U" ADDlarssi Par! Use kri Deal 0 0 1 Series IWO High Perionnonee SIngle Hung Mnyl Oftle, Hung Window W x721) W17,2G27 No Y. No mso 1 Polls U 80fin single Hung WndM w x 90- mmyl Noe�lmpeol Single Hiing Winkles, M12212022 N. Yes No IM140 1 90"Ifripao VmA LIW winlioW CW X 751 W7IV2Q22 No Yes No +25125 AMR Product a*". Number *tworre "Papf"lloti a i * . in HVHZ QuIlallo HVH P4111"n Pastsp 2 Sories, 10120 High Performance Ongre Hung mny! High Parlormanco Sings, Hung -Ran COM0027 No yes No +50LVD 2 Palo 1D Sense 81�qle Hung Wncloor 5C x W Mnyl Non-ft"cl Sings Hury Window OTiOW2022 NO Yes No +45L46 2 W114 IC= Vary! and winebw (108- x64-) OYIIW022 No ve5 No 26P26 I 108arlesRiarvalFiked IQ 8.11" 1W Fl.nip Fr);0d Window w2walli vs, 0). Na NIA U- composite (Z . G&I w) a Pass 10 Series 81 nge, Hu nG Wnoew 34'K or VIny! Non�l misad Single Hung wvhdwm OTIM2022 NO Yes No +60"M I= 'Anal Flood Winds. (BD'x 6W) OVI&M2 No Yes RD .61PBo 0 %4-- a Serve ICAD :!rg�: H u ng Mail! 0 as [a Hung TIOG cowaft 009ir 72-) 0ej1&2027 No Yee +4%.40 4 Pale 10 Series Single Hung W Moor 48'x 77 Mnyl Nomimpoei Single Hung Window UrAM2022 No Yes No +50)663 0 > 4 Son" I=o ne Hurg uirr�481rjg. HurgTnPfCamqPXlas(IGr all-Y� OOMWC27 No Yes No .35�35 a PeftlD SerlealOngle Hung Window afff x Or Mmyl Non-Impool Single Hung w1ridow =212022 No Yea Ne 'Ba'as FL1161"ja Paidwits Cn --0 0 5 awaslMosiralbHurn VlrrA Single Hung AWn Gampol J95.5- x 311.151 W13OC27 No Y" me .2" a Pau 10 $am" el Male HU MG Wind" 36' x 7V Vinyl NoMmillod Silligia, HLmg Woolow OMW2022 No Yes No +Meq QmlltA, Adowmad for Use Aaartwokil for U" 1, coal., a6dooloosirtHung V 9 WIVMT No Yes No ar"N 7 Pella 10 Series $1 mille HW mg Wndow 62-1 M'x VI'Vinyl Nori�lmpoot 611age Kjfta Wlmlow 1141712023 No Y", Nb 'ad&w Prodied Mad,l. Muralist a, Ness Cominiat Egoindiag-Elida in HvHz c,"Wo Risilutoat pmo,ft Cn S sense 100SIrg Hurg :21"Ho 1"i"00-posse""" No CL 7 ftyl 1910 0160021 me yes +W-nS a aer1e$IW20VrgoHUrq VIny1tlrVieHUMgW1ndowj4rK72-) 0541-fl20T No Y. m +3w-m B.H.1orA %RMA M=d windaw (SW X 7V� OTIM2024 No v" RD +21R-25 Red"IMOSInglowury Mayl a lage Hung Whrolds, (4r N 50-11P) 1181130C27 Yee No �35L-313 2 Series 10120 Vlnyll1hed*1n0bW(1Drx64j DMIN20241 No Yee. No 2%2S CU -I.., < 9 No 2amLAummm jursmand For U, Mammas For U kmad Wallis! sonesilemo Mrr,4 Find Window (S0- x00-) QTjI&2Q24 No Yes Me +%�w U) 1. Sense 1CY2D Silvio Hung Mral Single Hung Wiriclow JW x 5161,7) 051`160027 No Yee No 361-35 MALI Raised Model. blukabor at N*ft Produstilisodation, in RV41 oulli platlidmi Pm*, 11 8orl"IC12081,glaHung Vlrryl Slagle Hung Whom 140' x 84') WIV2027 ND Yes No �3548 tz 12 was 10120 SIMI* Hung 'Amyl SIngle Hung Wliklow (W .77) al No yes No 1 Pak 1D Series Single Hung Wlmdoor 3T x 90' Mnyl N�llnpod Sings Hkoll Window 02202028 No Ybl No �401-oo 2 Wass IQ12D 5 ng: Hung IAMYIB�ng:Hun IlOnGarnpar; 172"XMV) 06(21V077 No Yes me -361N 2 PeftlD Series Single Hung Window be x ox mmyl Non-Impeal Sings roung Moles M0912G23 No Yee Ne +45045 C= I U n QsMiO027 No 3s 3 Po4s1USmlaw8Z.NngW1n - 3r x or vin� Non-lnslct Single Hung Window o%W023 No Yes me S&Lm 14 Sense V=fV H ng VlrlA 9 iv; HUn:IWI YIN No 12&1 ja is 06`17=27 No Y" No +35�35 Polio 8orl" Ongl:Hu,qWmd 3T x 67 Mnyl N �lmjxad Single Hung WMm OW20023 No Yes me +5GLS6 a 0 IS 8.1,16iwasing:Hurg VIV Single Hung T.In Ccenpoft (72. 72) 00irIM027 No Val No +4%40 s Pella serles8no Hv qWdow, 52-1 W X 6V Vno Nan-Impolit Single 14UMS Window Ictl7aQ23 No Yes me �80L(lo 17 Befift.10120%ril Hung VWA Road M Sinq* Hung Fankers, �10r x72") 1IM2021 No Y. No �3akw c: ro c-.) C, A,—,4d 1, L1,, A,,,,,d F, Use ldwo Mad Pt*dLd kiddel.1111mbseethisme PirlidWADscrijolaft in Rv4 ouribills, Hm fteistod PMO" cc tn c14 1 IM86rinorThernastero,EoompmorAwtiKo VWA High Perlermarme Single Hung (42- K77) 0517120T No Y. No '5aso cel cp cc Perlormence Silvio, Hung 2 19111 S.H. or Therruisibir a, 15-mipask, Awti High VW HIM Parlionnerim Sings, Hury Twl n OWI02027 No yes No +50M poftrmonoa Silvio Hung complillik, CIT x 05-1 rj"� r-L 5 3 IM Sells@ orThermadplalEnalkniusis arAwilti Slagle Mmyl goals Hung TipoCorrlselelol x7r) 00115002T No yes NO .40"0 E = Hung cD t:: 4 151) Banks orThermadalror Enklempm ffAeand Slivile Mnyl Sorgle Hung -FirliNe0ornposho (leff xsw� 10116,12=21, No Yes No 13" Hung E Ronde Department of Business & Prorlassional ftgulation %"I F-i Florida Department cf Business Professional Regulation Poo. I Rodda Department of Business Proles-stional Ftegulation P.101.12 LJ Building Codes and Standards Building Codes and Standards Budding Codes and Standards z Proft*t Approval AppliCatil" Detail Product Approval Application Detall ProductApproval Appl;cation Detall --s�Mm'—xg ng -q xvg �c V c4d. Eft Deb, Dios Dole Rod R-- cash Badly. DAN 20 Dole Foods Call", Code Rom oft U."Pladmis aft Im varal" V1s*WW.rsr COMO Raalftor& Volklisow wil"d satimijow FECA"newil Allftm,�odl am- %brsift momallooturof coldest Emlines'a Valkirgod Volidirbod S.1asitto FSC Apongol Aumowid RUN irlo! Vorsion comf v4dwirew Volidood Aloadon! FGCAoonn�al Aaowmd sufts, Allmullon 2DM PoleoDmonation Joe Hayden Send) WlmdowsmdDoor James L Buckner, RE OTIUMM 07114QC20 0712=20 AppriRied! Afirmstion 202D Falls Corporadon Joe Harder; Barka Warren W. Salsoll., P.E. T.E. Lumn. PE, LLC 07114t202D 0711wo2o WOW= Appro.6d Afl-ft. 2= Pails corporation joir Heydw Banks WlneowardDoo, Jsne%L8udmkr,P.E.dg 9771412020 07�14=2Q 0712D(2020 ApW-.d Cideawy Windows ftelroon c8ucK Engineering Cobol wridows Rollinapn PE-44M (W)B2M4515 C;d0l EkkerlDr Dom Rollinson Manuft=rerAsocclaten GRUCKRgineering surlc*losorr. Hwwritelallder (641) 8214M cw)miaw aubcallovary. Hria-bal allow *11JU2141386 lilubCallowar. SlidIng EsdanorDoorAslarnblim MI)6214= (DDI)IB14927 ."llimao "be#- certification Mwk*f Usling pefilipmduoulpPmrsape compli.- vollosi: EV.1ulfillarl Roped Flora. compliance illadh6d: canal Mark or Using Pallaprodolapp—dill lo.00rn Florlds Rogilsomed Architect or a LWrtvd Florde W-com, lla.00. poffilsolon"I E,,81nes, 9WAbAum= A,—,d 16, U- aggmzgLbLum IM" DOW Ausoncakod for Us, Aisingeod for U- Mal godu RAU Effiduat Model, N labor or Name Arad sell Not d0libirk 1. HvH outaws, HVH 116siolar, Paiwatons 4;k%kl4rAsq Alkgo,4"d for use Asamsskil for U lm o"aft Pfedwet V6d,L N urnilee or Name Piddodlkedfiortiliq c"rw 12,61,611.0h path In NVHZ byliddai MM Rooldis, Pookson, or 1 =09 10120 Siding Window %Rrrjl 011ding Wiriklore COX or MD. 73-112'xGO�) =712(23 No Yee No -30�M goes Prodad social, Numlier or Norma PalklostOboadaUen colonist Exabodiall Deb In HvH o0i 111 Malaise Prism 8arn 1 M25 Old] mg Ghass Door Mny! 24ariel *C)r slaing Simla Jaw (W x 261) 110MMI NO Yes No .16�25 2 " 100 Owing Window Mrr)4 Siding Wndow Px or XO. 73�M'� 3r) OWN= No yes No �W-'s 1 Was 10 Sidirig Window Swiss 10 VlrrA Roved Slldry Wirdows (SrAncal No Yes me VA Series 100aS Bilding Olasa Door Mrryl Single Ponal FlZed V near (Oldelft 34-1&10' =6=2 No Yes No �sfiLss a Bodies IG2D Willing Wind" VlrrA Billifiris WIndow KOX, 110r x 60*) =7t=3 No yes No .30l.-w V151-1m) 4 Series iWo S1111.0 Moo. mmil 8 Hong Wridow (x0y, IW 36') =702G23 No Yes No �35L35 Berlin I QRM Oding Olon Door MW 24-lionel 'O)r siding Gain Door (rZ x d2l) 11D(O-W2021 No Yes me +35�30 4 series, iwmas suding elase near MrrA Single Penel Fixed T' Dea, Mdalft 47-IFe x =202= No yas me +2" sis-112.) QosillarAqq; AlloWall for Use Aporolioill fee !am a -Igo 111110 Prodod Model. N unrilloor or Norro produsick"datiori Cdftt FA&k*Wn Bass inH G.this, HVHZ Ri peassems I Bar" 160 or Enoompass orAmanti,41dra Ohm Door 'WW 2~01"Mr going 011oss Door (WVT DW2,02031 No Y. No '2&,23 MINT) 2 Be" 133 . Enecanoson, orAftntlEldfing Glasis Door " Bliv* Parial Flad -U- Door (81dole, 315-12- x 02RW032 No ya No 4c-4Q 11-im 0 $ad: so or Enconpa. crAvarlu Willing mnyl 241-01,ox, Sidir's Glow a- (?r 112-) o"5020" No Yee ND -361,46 Berl May! single Panel FixedU'Door (Valwile, 47-IR'x 02(1512032 No Yes, No 125125 FU11211141414 Pro*,*, 11110111111r, A" Allocated For Us, Anprovild fer U lmftd 22fuL. All" Preduat Nodal. N umber at Mal" ProdusID-Mall in HVH 0,161d, Will Realdsolf Pesos 1 Swiss 100 or Encompass orAvefitlVdIV Glass, Door MW 24kilrej -W Olding Uses, Door OW107 K OW240=1 No Yes, No +25623 2 Scroll; ISO or Encompass orA:,antl Shling Glass, Daer \Irrl Engle Parsal Find 'O'Diss, (Skialle, 3&lM'x Q2JIV2032 No vall No .40�4iQ 81-112') a Sam: 150 or Encompass orA,,wmj Sliding Glass, Door Miso 2.1romol =0 elding coke, Doo? VT 182-) 004t2CS2 NO yes No .3&-36 Sorl IMorErz=mpkoa,,rAiwrtl81td1NGksaDsar MVErgimParWFIxMXrDw(Skb]iK47-IOx 02M000d,2 NO Yee No W25 (D E =3 > 0 L- > 0L CL 0 < 0 Cf) co —0 F- 0 LM LU C: < (3) SHEET NO. March 6, 2023 PA 1111 (3) 0 -0 > (3) 0 Updated 12f30/2020 Updated 12/30,12020 Updated 12,(=2920 Updated 12,r30/2020 0 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products EM= Simpson Strong -Tie 2020 FBC Approved Products EMM Simpson Strong -Tie 2020 FBC Approved Products 0 For direct links toaIISSTappl listed belovo, CLICK HER For direct En" toall 8STapprovals listed below. CLICE 14EE rordir.ecl links to arISST approvals listed below, CLICK HER For direct links to all[SSTapprovals listed below, CLICK HER (D CL For additional information regarding Florida's Statewide Product Approval System and VlarrilDede County Notice of Acceptance Q[QA), gJlC6_H_EM. For additional Information regarding Flori Statewide Product Approval System and Miarn-Dade COunlyNotice ofAD0pJ:&nce, (l cm For additional Information regarding Florida's Statewide Product Ap mm = 1 -0 praval System and Mail CoLntyNatipe ofAcceptance (N2A) SW_CK fjERE. For additional information regarding Florda's,8tatewide Product Approval System and Mlarnl-DgdO County Notice of Acceptance( 0A).gkLQK_HJUE_. Cl) FL#2355-R7 FL#10446-RS FL#1 0456-R.5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from to 3- -co 9116" and heights tanging from 4-5116'to 11 ". Concealed flange (3) -0 0 -0 Sect# Product Model, Number or Name Product DescdUa2a §9LJ Product Model, Number or Name Product DoscEWILon Sect Product Model. Number or Name Product Description version (H USC) available for models having vvidth equalto or 0 0 - 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titen stainless steel masonry screw 1 A21. A23, A33. AK A36, A44 Angles 1 ET,BTB,BTH BrickTas greater than L.- - = (3) 2 APA21 , APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 OMST12; CMST14, CMSTCI8 Called Straps 12 IUSseries hangers Face -mount hangers available in widths ranging from 1-70'to 3- 0 0- 3 APB44. AP644R, APVB56. AP136619, APB68, APB88R, APB1 010, AP01 01 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, C518: Q620, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". 0 FLM589-R6 APVE344R, APVB68. APVB66R, APVB85, APVB88R, APV21010, APVBIDIOR = . - 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-8171S, LG1,13.63-SIDS, LGU5.2"DS Face -mount hangers 1 0 _#_J ca 4 APDJT2�4, APDJT2R-4, APDJT2-6, APDJl APVDJT2-4, APVE)JT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 CompressionFension Strap 14 LU24, LIU26, LU2B, LU210 Face -mount hangers cu 0 > Sect# Product.Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP. TSP Stud to Plate tia 15 LU026Z. LU02102 Pace�rnount hangers U) -0 E a) 0 I SD10112DBB Outdoor Accents Connector Screw 6 APHH45, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HIOA, H2,5A, H3, HIS, HTZ� H16� H16S, 1-116-2, HIO-25 Hurrivane-Fies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U) (3) L_ -4-o L_ 2 SD91 12, S109212, SDI 0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APLO, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents Land T Bearn-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedmw 518" and heights ranging from 3" to 10-1 Sit 6". Cn '0 0_ t CU 3 SD9112SS, $1)92125S Strong -Drive SO Connector SS Screw 7 APLH24. APLH24R, APLH26, APLH26R, APLH21 0, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU$ 0-SDS, MGU5.25-SDS, MGLl MGU5�(32-SDS. MrU7.00-SE)s Faoe-mount hangers !E ICU 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858. SDCF221014, Sirol SDCP Timbel Screw a BVLZ Brick Veneer Ledger Connector 10 H882-SDS1.5. HS32-2-SDS3, HSS2-3.SDS3: HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" tol"C" C: < SDCF221134, SOCF221334, SDCF271968, SDCF272358 9 CBT2Z:CBT4Z Concealed Boa m Ties 11 1 HST3, HST5. HST5 Straight Straps 118" and heights ranging from 6-15M 6" to I 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858. SDCP22912, Strol SDCP Trinbel Screw 10 CJT3Z, CJT4Z, CJT5Z. CJT5Z Concealed Joist Ties 12 HTS16, HTS21), HTS24, HTS28: HTS30, HTS30C Heavy Twist Strap 19 MUS264 MUS28 Face -mount hangers SDCP221 100. SDCP221134, sbCP2714OO 11 DJT14 Deck Joist Tia 13 HTSQ1 SKTZ. HTSQ20KTZ Heavy Twat Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR2740Q. SDHR27614� SDHR31400T SDHR31614 Strong -Drive SDHR Combo-Hescil Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9flff' and heights ranging from 3-1116" to 13�314". m- 7 SDS25112. SDE25134, SDS25200, SDS25212, SIOS25300, SDS2&312, SCS25412. Strong -Drive SDS Heavy�Duty Connector Screw 13 FC4,FG8 Framing Clips 15 1 LSTA12. LSTA15, LSTAI8, LSTA2`1, USTA24, LSTA30, LSTA36 StraightStraps Concealed flange version (SURC, SULC) available tot all double SOS25500_90S25300, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed, a SDS2511288, SDS2520OSS, SOS25212SS, SDS25SOOSS, SDS25312SS Strong -Drive SES Heavy -Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17 LTB20, LTB4C Bridging 21 U series hangers Face -mount hal evoilalile in widths ranging from 1-9/16" to 9 SDWF2716, SDVVF2720, SDWF2T24, SDWF27,26, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 Hl H2.5T, H8. H1 OA.2, HI 0S. H1 4r HGA1 0 HurroanaTies IS I ILTS16, LTS18, LTS20 Light Twist Strap l and heights ranging from 2-5/8"Ito 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GiFderT!edown FL#10007-RB 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 19 KSSIZ Knee -Brace Stabilizer 21 USTA9, Ml MSTA16. I Mil MSTA24, MSTASO, MSTA36, MSTA49 Straight Straps FL#10l 20 L$0,1_50,1_70,1_50 Angles 22 MSTC2I3. Ivi MST052, MSTC66. MSTQ78 Straight Straps Sea 9 Product Model, Number or Nam Product DescaLtIga 21 LCE4 Post Cap 23 MSTC4893, MSTC66B3 Pre -Bent Straps Sea 9 Product Model, Number or Name Product DoscdgUa LL. I ATR318, ATRIf2, ATR5/8, ATR3141 Threaded Rods 22 LS30,LS50,LS7Q,LS9O Skovable Angles 24 1 MSTI36. MSTt4a, MSTI60, MST172 SlIaight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1 -PtI 6"' 1. 2 ATUD5, ATUDS-2, ATUDl ATUD9-2, ATUD9-3, ATUDI 4, ATUD-1 4-2 Aluminum Take -Up Device 25 LSCZ Adjustable Stair Stringer Connector 25 1 MTSIS, MTSIB, MTS20, MTS24C, MTSSO, MTS50C Medium TwistStrap 118" and heights ranging from 7-118"to 50". V) C14 3 OP318-2, BP1J2, BP112-3. BP518-2, BP518-3� BI SP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ2SLZ, LSSJ25RZ. LSSJ28LZ. LSSJ28RZ. LSSJ21OLZ. L8SJ21ORZ Field Adjustable Jack Hanger 26 NCA2x1 0-12, NCA2xI2-I2. NCA2x&­I6, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7 X C-4 4 CNW318, CNW1/2, CNW518, ONW314, CNl CNW3f4-518 Coupler Nuts 25 LSSRISI, LSSR2.1, LSSR2.37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/8kewable Hanger 27 RCW912, RCWB14 Wall Bracing 1/5" and heights ranging flon,19-14" to 24% 6 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUOPT Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Topflarge hangers available in %mcIthstarl from 1-Ir2`to CTUD98, CTUD99 27 ML23Z, Mi ML28Z, ML287: ML21 OZ Angles 29 RSP4 Stud to Plato Connector 518" and heights ranging fiom 7-114" to 24'. 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHS Root Tie -Down 30 SP1. SP2, SP41� SP6. SPS Stu d Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-314" to 3- M cc 0, = 7 RTUDS, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDO, RTUD7, RTUD8 Ratcheting Take-U p, Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH@, SPH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1/4" to 24% W CD = 8 TUD9, TUD1O Take -Up Device 30 MMLU26, MMLU26,2, MMLU28, MMLU28-2, MMLL1210, MMLU[211, MMLl MMLU1311 Face -Mount Hangers; 32 SSI 5, SS2,5. SS3. SS4.5 Stud Shoe 5 EG5, EG7, EGg series hangers Top flange hangersavailaitle in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 R8C. Rl3CP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST62115, ST6224, ST6236 Straight Straps 7fS" and heights ranging from 11" to 32-112". IL 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Rauffie-Down 34 T820, T827, TB30 TB36, T542, T848. TB54, TB66. TB6O Tension Bridging 6 EGO series hangers Topflange hangers available in widths ranging from 3-518" to 7- E 11 URS4 1121T Uplift Rod Run Tledown System 35 RT0227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBI 0, TWB11 2. TWBI 4 Wall Bracing IX' and heights ranging from 11-114'to 32", 12 URS6 519" Uplift Rod RunTiedown system 34 STC;STCT,DTC.HTC4 TrussClips S& VGT, VQTR, VGTL Variable Pitch Girder Tiedown 7 GUS series hangers Saddle hangers available in widths ranging from 3-14'to 8-718" 13 URSO 3/41, Uplift Rod Run Tledown System 35 TJC37. TJC57 Truss Jack Clips 57 WBIO8, W8106C,WS126, WB126C: WB143C Wall Bracing and heights ranging from 8-112" to 28'!� 38 ZZ Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- If8" and heights ranging from I I" to 32" FL#10441­,R6 FL#II 9 HB series hargers Top flange hangers available in widths ranging from 1 -9116'to 7- FLW0447-116 If2" and heights ranging from 8" to 3(Y', $499 Product Model, NUM bet or Name Product Description Seq 9 Product Model, NUMDeror Name Product Description ID HOLS series hangers Saddle hargesavailable in widths ranging from 5-114" to 5-7f6' 1 DTT2 Hold,down Seq # Product Model, Number or Name Product Descripidon 1 C91­12,S7.5.5, C13H2.37.7.63, CBH2�37.9.75 Concealed hangers and heights ranging from 10-1 12'to 26". 2 H DC1 014, H DC1 Q= Hold-down 1 AHEP Adjustable HiprEnd Connector 2 OIJ, DHU, OH LITF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 11 1 series hangers Top flange hangers available in widths ranging from 3-1 14!'to 8- 5 HDOa, HHDQ11. HHOO14 Hold-down 2 DSC2R-SDS3, DSC21--SIDS3� DSC5R-SD83, DSrC5L-SDSS Drag Strut Connectors available in wWths ranging from 1-9fl S" to 3-9116" and heights 718" and heights ranging from 7-112" to 32", 4 HOU2, HDU4, HDU5, HDU81 HOW I, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 0-118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114�'tc 7- 5 HPA28, HPA35 Stl purin anchor 4 HCP`1�81. HCP2. HCP4 Hip Corner Plate 3 HGU3,63.SDS. HGU5.25-SOS, HGU550-SDS, HGU5.62-SOS, HGU7.00-SL)S, HGU7.25- Face -mount hangers 1 /8" and heights ranging from 14" to 33�'. a LSTHD& LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRO5.25f3.25; HHRC-5.371312, Heavy Hip to Ridge Connectors SDS, HGU9.00-SUS 13 HIT series hangers Top flange hangers available In widths ranging from 2-5/18"to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers -available in widths rarl from 1-518!'to 7- 9/18" and heights ranging from 18" to 26' a MPA132, MRA144 Strap_sty�e purlin anchor a HRC1,81, HRC22 Hip Ridge Connector 3IS" arid heights ranging from 5-51161D 12-718". 14 HUSTF series hangers Top flange joist hargoTs available in widths ranging from 3.118" to 9 PA18, PA23, PA28, PA35, PA51, PASS Stisl purlin anchor 7 LRU26, LRU28. LRLJ210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGL15.50.SDS; HHGU5,62-SDS, HHGU7,00-SDS: HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5�318" to 13-1f8" 10 PAII8, PA123, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light'Slopeable/Skewable U Hanger HHGUO,00-SDS 15 HUTF: HUCTF series hangers Top flange hangers available in wdths ranging from 1-9/1 T' to 5- 11 STHDI 0. STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUSa50110 Face -mount hangers 1f2" and heights ranging from 3-7113" to 15". Concealed flange 12 STHDI 4. STHD1 4RJ1 Strap -style hold-dowri 10 TC24 TC26, TC28 Truss Clip HHUST25110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA21 8, THA21 S-2, THA222�2, THA41 3, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face-mool hargersavallable, in widths ranging from 3- greater than 2-9116". THAC422, THA426. THA422-2, THA428-2 118" to 5-118" and heights ranging from 4-31Vto 15-3/4", 16 HWP series hangers Top flange hangers available in wdths ranging from 1 -9;15`10 7- 12 THAI 1.81f22, THAl2.06f22, THAl2.1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed fial version (HSURC, HSULC) availl for all 1/13" and heights ranging from 5-3/8"to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9;1 6"to, 7- 14 THJA20, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU25, HTUI28, HTU210, HTU26-2, HTU28-2, H11.1210-2 Face -mount hangers 112" and heights ranging from 5-116'to 32" 15 THJM2-4-SDS$. THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU. HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in wdths ranging from 1 -9116" to 5- 16 TSBR2-24 Truss Spacer-ReFtlaint 112" and heights ranging from 2-718" to 19-114" Concealed flange 518" and heights ranging from 9-IX'to 16'� 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 Je series hangefs Top flange hangers available in width of 1-911 6'and heights IS VrCR Valley Truss Clip greater than 2-9116". ranging from 5-518" to 7-114". 10 HUCC1,81ig-SDS, HU001.81/11-SDS, HUCQ210-2-SOS, HUCQ210-5-SD8�. HUCQ310- Face -mount hangers 20 J2A series hangers Top flange hangers available in width of 1-9116"and heights SDS, HU00410-SOS, HUCQ412-SDS: HUCQ5.2"-SDS, HU005.25111-SDS. HLIC0610- ranging from 9,3,11 l SDS, HUCQ612-SOS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30v2020 Simpson Strong-Tie2020 F13C Approved Products Updated 12=020 Simpson Strong -Tie 2020 F13C Approved Products Updated 12M/2020 For direct links to all UT approvals listed belovet CLICK HgRE C= For d1l links to all S$T approvals listed bewv� CLICK HERg L�� For all links to all S$T approvals listed belove. CLICK HERE cm Fordilrect links to ad SST epprovals listed beknmi CLICK HER For additional information regarding Florida�5 Statewide Product Approval System and MirinOade County Notice of Acceptance �NOA), gLLQEh=. For additional infornii regarding Fldrida�s Statewide Product Approval System and Miouh-Lade County Notice of Acceptance (NOA)� For addi0l information regarding Floridal Statewide Product Approval System and Miahl County Notice PfAwelptance (INCA), gLIL;�� For additional information regarding Florida's Statewide Product Approval System and Mgmi-Oade County Notice of Acceptance (INCA), 21 US series hangers Top flange hangers available in Wdth of 1-9116" and heights FL#1 146a-R5 15 SILEV1.56. 51LBV1.51. SILBV2.06, SILBV2,37, SILBV2,56. SIL13V2.68, SfLBVS,12, Top Flange Joist Hangers 5 SET­XP Adhesive Anchor for concrete ranging from 6-3M" to 15-IM" SILBV3.56, SILBV3.62- SILEIV4.06. SILBV4,12, SILBV4.28, SILBV4.76- SILBV5.60 6 Strong-5oll: 2 (STB2, STB2.4SS, STB2-6SS) Sbrong-Solt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in wdth of 1-9116" and heights Sea # Product Model, Num ber or Name Product Deurintion 19 SILTT20. S(DTT2Z, S/HTT14, HTT4, HTT5 HoldQwns steel and Types 304 and 316 stainless steel ranging from 9-af`16" in is-101. I HHUS210-3, HHUS210-4 Joist Hanger 20 SIMSil S/MS772 Straps 118 mil (10 ga) 7 7iten HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-C�S, THD-CSl Then HD Heavy Outy ScrawArichor for concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in Wdths ranging from 3-114" to 0- 2 HRS6, HR55, HR812 SprapTiep 21 SP4. SPO Stu d Plate T es available with hem head in carbon steel and Types 504 and 316 718"and heights ranging from 9" to 33-1/2', 3 HUCQ210-2�SDS, HUCQ210-3-SDS, HUCOSIO-SDS Joist Hanger 22 SSP, DSP7 TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Welths ranging from 5-1/4" to 3- 4 THGB2, THGB3, THGBH2, THGOH3. THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel WS" and heights ranging from 9"to 32-1/2% 5 THGQ2-SDS3, THGQ3-SOS4.5, 7HGOH2-SDS3, THGQH3-SDS4.S, THGQI Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titten HD Rod CoupW (THD37634RO, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wiAha ranging from 1-9115" to 5- 6 THGW3-3, THGVV$-4, THGW4-3, THGW4-4 Joist Hanger 25 TX37 Truss Jack Connector 9 Titan HD Threaded Rod Heriger (THD525168RH, THE)B37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24", THD50234RH, 7HDIC212RH) 20 PF, PFO, PFQ0, PFDSB series hangers Topflange hangers avallaple in width of 1-2116" and heights 10 Wedge -All ONA) Wedge -All Anchor for masonry ranging from 3-318" to 7-11W, FL#11473-RS FL*13904-RS 27 FIR Ridge rafter connector 25 WP series hangers Top flange hangers available in widths ranging from 1 -9M6" to 7- Sea # Product Made]. Number or Name Product Description Soo # Product Model, Num bar or Name Product Description FL*16230-RO 118" and hall ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor I CCOM3.62-SDSHDG, GCQM4Z2-SDSHDG, CCQM5-50-SDSHDG, CCTQM3�62-SDSG' Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR. Girder Retrofit Anchor CCTQM4.S2-SDSG; CCTQMS�50�SDSG, CCCQM362-SOSG; CCCQM4.62-SOSG, Sect # Product Model, Number or Name Product Description Z H16, H16S, H16-2. H16-2S Hurricane Tie CCr_QM5.50-SLSC 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-Rb 4 HETA12, HETA16, HETA20, HETA24. HETA40 Embedded Truss Anchor 2 ECCLOM3-62G-KT, ECCILOM4_62G.KT, ECCLQM5-60G-KT, FCCLLQMD3.62Q-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor EO��LLQMD4.132GXT, ECCLLGMD5,500-KT. ECGLRQMD3.62G-KT, ECCLROMD4.02G- 3 SET-XP SET-XP H igh-Strel Epoxy Adhesive for masonry Sag # Product Model, Number or Name Product Descdak2a 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQM05.500-KT 4 Strong -Bolt 2 (ST82) Sil 2 Wedge Anchorfor masonry 1 ARA44; ABA44R, ABA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHETAIG, HHETA20; HHETA24, HHETA413 Heavy Embedded Truss Anchor 3 HGUMS.25; HGUM5,50, HGUM7,00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete (D 2 ABU44; ABU414R, ASU4P: ABU46R, ABU5.5. ABU54 ABUl ASU66, ABU66R. ABU88, Adjusta be Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 GirdetTiedown 4 LGUM26-2, LGUM2@-3, LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CSSSS) Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 ABUBSR, ABLI11010, ABUICIOR; ABUI212, ABU1212R 9 ILTA2 Lateral Truss Anchor LOUM210-3, LGUM210-4, LGUM46, LGUM48; LGUM410 or 316 stainless steelwith hex head,end 316 stainless steel with 3 ABVV44Z. ABW44RZ, ARW46Z, ABW46RZ, ABW66Z, ABW66PZ. ASW7-7 Adjustable Post Base 10 META12, META1 6, META1 8, META20, META24. META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHAaI2fII .25, MBHA3.56(7.25, MBHA3.56f9.25, MBHA3.56/11.25. Mrsal Flange Beam Hangers countersunk head. 4 AC4, A04R, ACE4, ACO, ACOR, A0170 Post Cap I I MSTAM24, MSTAM30, MSTCM40, MSTCM60 Strap Tie for Masonry MBHAS.56111.88, MBHA3.56114, MBHA3,56f18, MBHA3.5BJl8, MBHA5.5017,25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry U) 5 BC4, OC46, BC4R� BC6. BC5R. BC8, BCS2-24 BC,92-3fS Post Cap 12 MTSM16, MTSM20, HTSM10, HTSM20 Twist Strap for Masonry MSHA5,5019.25, MBHA5.50111.25, MEHA5.50/11 B8. MBFIA5.50f`14, MBHA5.50116, 6 C1344, CB48, CB48, CB66, CBSS Embedded Column Base MBHA!5�50118 7 CBS044-SDS2, CB8Q4S-SDS2, CB�SQ66-SDS2, C135080-50,92, CBS088-SID52 Embedded Column Base 6 MBHU3.56ig.'26, MBHU3.56t1 1,25i MBHU3�56;1 1,85, MBHU3,56114, MSHU5,50116, Masonry Beam Hangers 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to S-117and Fl-W1496-1116 MBHU3,5611 8, MBHU5.6019.25, MBHU6.5011 1,25, MBHU5.60/1 1.88. M3H U5.60f14, > W2 ranging from 3-518" to 7-112" MBHU5.50/1 6. MSHU5.5011 8 3eg X Product Model, Mum Oer or Name Product Derscription CIO 0 9 CCQ-SDS2_5. ECOO-SOS2, 5 Seder, Screwed column caps with WI ranging from 3-1/4" to 9-1f2" and Sect # Product Model. Number or Name Product Descdaliau I X34B1 01 6-5K, XIS1016, X1 91 0164K. XQlSl 016, XQI BI 01 64K 410-16 Stnorl XMelal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7-112" 1 OTTIZ Deck Tension Tie Drill Point 10 CPT44Z, CP766Z, CPT8SZ Concealed Post Tie Base 2 HD12, HDIS, Bolted HoOdownria FL#13975-RG 2 XLQI I 4T1 224, XLQ1 1 4E1 224-2K #12.24 Stro rig -Drive XL Large -Head Metal Self-Drilin g, Tapping > 11 EPB44A� EP644 EPB46, EPB66 Embedded Post Base a HD3B. HD513� HD7B. HD@B Bolted Hold(owns Screw. with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 H7T4, HTTS, 1-17T5-SM Tension Ties Sect # Product Model, Number or Name Product Description 3 XMQ1 14SI224, XMQ1 1491224-2K 412-24 Strong -Drive XM Ivedium-Head Metal Self-Dtilling, 0 13 LC844, LCB66 Embedded Column Base 6 LTT19. LTT206. 1_71131 Light Tension Ties I SDW22300, $DW22338, SOW22435, SOW22468. SDW22500! SDW226X SDW22638. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, �PCBZ Light Post Cap SDW226S4 4 XQ114S1 224� XQ114B1224-25K XI 14SI224, X0111 2S1224, X011281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MPS44Z, MPBS6Z, MPB88Z Moment Post , Base 2 SDWC15450. SDWC15SOO Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46. PB66, P866R Embedded Post Base FLilil 3 SDWH10300DB. SDVVH10400DB, SDWH19000DE, SCWHIOBOODS. SE)WHIDIOC)ODB Strong-Dl TIMBER-HEXSarew 5 XUSAIS101 6. XU34BI 01&5K #10-10 Strong -Drive XU Metal Self-Orilling, Tapping Scre%ftrs with 11 PRS44A, PBS46. PEIS66 Embedded Post Base 4 SIDWI-1274,00G, SDWH2750OG, SDWH27SQDG, SDWH271COOG, SE)WH2712DOG Sbrong-Drive SQWH TIMEIER-HEX H DG Screw #1 Drill Point is PsVe, PEVIO Round Post Base Sect# Product Model, Number or Name Product DescaeIL2U 5 SIDWS16212, SDWSI 6300, SDW81 CQ1 2, SDWSI 6400 Strong -Drive SOWS FRAMING Screw 19 PC44-15. FC46-18, PC48-15, PC64-18, PCBa�18, EP044-16, EPC46-18, EPC48-16, Post Cap 1 S135t&24, SB718x24, SB1x3O SI3 Anchor Bolts a SDWS19600, SDWS1 97112, SDVVS22400,SDWS225W. SDWS22512,SDWS22Boo; Sbrong-Drive SOWS TIMBER Screw (Il Grade) 0 EPC64-16, EPC68-18 2 SSTS1 6, SST820, SSTB24� SST828, SST834, SSTB362 SSTB1 6L, SSTB20L, SSTS24L. SSTB Anchor Baits SDWS22800, SDWS22900, SOWS221000, SDWS2211 OP. SOWS221200, SDVVS221500 FL#35320-RO 20 PC4Z. PC41RZ� PC8Z, PC6RZ, PC8Z, PC8RZ, EP04Z, EPc4RZ, EPC6Z, EPC8RZ. EPC8Z, Post Cap SSTB26L 7 SDWS22300D& SDWS224CQD& SDWS225GODB- SIDWS22600132, SDWS22800DB, Strong -Drive SOWS TfMBER Screw (Exterior Grade) EPC8RZ SDW822101TODB Seq # Product Model, Number or Name Product Description 21 PP844-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDW$22512088 Outdoor -Accents, Structural Wood Screw I DSSC[343,5; DSSCE46, DSSC848, DBMS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS278008S, Strol SOWS TIMBER SS Screw 2 FC843.5i FC645.5� FCB47.5. FCB49.5, Fr-8411.5 Bypass Framing Fixed -Clip Connectar SDVV827100OSS, SDWS27120OSS 3 FPHSD34S1O16, FPHSD34B1OI6, FPHSD34B1OI6-5K. FPHSD34S1214, #10-16 and #12-14 Stiong-Drive FPHSD Framing-to-CIFS Self- U) 5041 X Product Model, Number or Name Praduct Description 13 EDWV13400 Stol SDWV SOLE-TC-RiM Screw FPHSD34BI 214. FPHSD34B1 214-5K Drilling, Tapping Scrovvs Fi-#10866,R5 I CMST1 2, CMST1 4, GMSTC16, CS`14� CS16, CS18. CM, CM Called Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFCO-25, SFC2.25, SFC4.25, SFC6.23 Steel Framing Connector 2 HRS6. HRS8, HR312, FHAS, FHAP, FHA112, FHAIS; PHA24, FHA30, USTIM, MST136, Straps 97 mill (12 ga) 6 LSBC4.25, USSC6.25, SSC2.28, SSC4.25. SSC6,25. MSSC2.25, MSSC4.25. MESC6.25, Steel Stud Connectors L) M Sea # Product Model, Number or Nam Product Descrintion UST148 MSTISO, MSTITZ SIMST27, S/Ml SIMST48 USSC4_25KW, MSSC6.25KW I FJA, I Foundation Anchor 3 HTS16, HTS20, HTS24, Hl HTS30, HTSSOC Heavy Twat Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5. RCKW3S. RCKW5.5S Rigid Knee Wall Connector < 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTAIS, MSTA18, Ml MSTA24 Straps 43 mil (18 ga) 7 SOB43.5, SCE45,5, 3-,647.5, SCB49.5, SCS41 1 Z. MSCB45-5. MSCB47.5 Bypass Framing Slide -Clip Connector r) 3 GH46-5, GH46-B, G1­148-6� GH48-a, GH410-6, (31­1410-8� GH66-6, GI-166-8, GH68-6, QHOS- Girder Hanger 6 LSTAP. LSTA12. LSTAI 6, LSTAIS, _5TA21, LSTA24, ST292, ST2122, ST21 16, ST221 5 Straps 33 mil (20 ga) Sea X Product Model, Num ber or Nam Prodtict Description 8 SCS32-5/97, SCS62-6�9T SC562-5MI8. SCS82-5M18 Bypass Framing Connector -0 8, GH610-6, GH610-8 6 LSUEH3.25, SUSH3.25, MSUBH3r25 Bridging Connector 1 AS 18, AS I SS5; AS 13SO 18 ga. Ttuss Plates 9 SCW3, 25, SCVV5.5 Headi Slide -Clip Connector 4 GLESA, GLB513, GI-55C, GILES[). GLB7&, GLE7B. GLB7C, OLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,254 MSJC10.25 Steel Joist Connector 5 GLBTSI 2, OBLT612, OLST516, GBI-7-6116, CLBT520; GBLT620 Glulam Bearing Plale 8 LTS12, LTS16, LTSIS, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 ssas 518 Bypass Framing Slide -Clip StrkAt Connector 6 1 HGLSB, HGLBC. HOLBE) Heavy Glularn Bearing Plate 9 MSTA30, M-STA36, ST5215,, ST6224, STS, ST12, ST18. ST22, MSTC28, I MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT4, HGT-8, HOT-4 Heavy Girder Til 10 MSTC6B, MSTC7S, ST8236 Straps 68 mil (14 ga) Screws LIJ a UFP1O_SDS3 Universal Foundation Plate I I MTS12, MTSI 8, MTS1 8 MTS20, MTS30, MTS24C, MTS30C Med iu m Twist Stra ps 13 XO I S1 0 16, XQ 19 10 16- 4K, XQI 81 214� XO 1 BI 21 4-3,5K. XQ78S 12 2 4, X078 B1 224-3 K, R 10-16. 412,14, an d #12-24 Strong- Drive X Meta I Self- D rillin g 2 9 URFP Universe I Retrofit Foun dartill Plate 12 S161.56, SB1.81, WB2.06, S182,37, S/132.5% SIB2.68, SIS3.12, S153ZO; 8183.62, S1134.06, Top Flange Joist Hangers FL*15730-R4 X01 14SI 224, XQ1 1 491224-2.51<� XQ1 1281224, XQII 2BI224-2K, X34BI 016-5K, Tapping Sol < SfB4.12, S184.2a, SIB4.75, S1135,50 X181 018, X1EIOI 04K. XlS1214, X1 B1214-3.5K 13 SIBA2.12J8, SfBA2.12110. S43A2.12112: SIBA2.12f`14, SfBA4.1816: SIBA4.18110, Top Flange Joist Hangers Sect # Product Model, Number or Name Product DescdRfi2a SiBA4,18112, --JEA4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 S/H'A HurirloaneTie 2 GAC. GDP, GDPM-50, GOPM-75. GDPM-100, COPS, GW-50. GW-75. GWADO, GTH Gas -actuated fasteners and assemblies 15 S/H D8S, SIHD88, StHD108: SfHDIOn, SIHD15S, SIHD15D Holdowns 3 PDPAT PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAVVL, PoAder-actuated fasteners. threaded studs, and asa;emblil < 16 SfI SiHDUl SIHQUO, S1HDU1 1 Holdowns PDPAWL-MG� PSVL3, PSVLS-K, PCLDPA, PECLDPA, PTRHAS, PTRHA4 __1 IT SfJCT, SfHJCT Joist Hangers 4 SET_3G Adhesive Anchor for concrete a_ SHEET NO. March 6, 2023 PA 1.3 14,1g,4 , =n jj 1jum N&SAIM"UNUM ELI — FGT'Indumies, inc� 1070 TeebauIlogy Whre, North V, eWce, YL 3427 5 SCOFE� PG T Indusuies. Inc. T MLANI-DA DECOUNTY 'FRODITTCON,TRULSECTION I I WS SW26&"--�, Rom ZU emc AESOURCES (RM) 3311-5-2474 ON 7(7M3U-2590 DA) 11 I !�o"tm 1 � 6- �Pxll CIA& Isho q 1. Chattom, F.It. Pro -duct ContralUkk Supervuor ExpirationDaw April 14,2110116 -Approw-21 Datc. March 25, 1021 F PGT lmdwtries. Inc. 3. New, Dridence Submitted A. DRAWLNGS 1. DraRim- Xo. AM-5570.0 Roy B, titled --Viqy,1 Shd* Glass DoxNOA (LM-Y', dTds I througbMaf2l' prepared by ruanufacturer, dated 10,05A5and last, rm-i§ed on, 0101,'21- signed,=d sealetil by A- Lynn NIMM P.E- Note Tm wvigion tonsism replacetrient of &me emsth* installation screw with flat head- B. TESTS' L Now. C� CALCULATION'S L, None- D. 'QT-TALM- ASSSURAN7 CE 1. Hazi-Dade DWartment of Regulatiory and Econonxic Resowees (RER) E 3LITFRLAL CIERTMCATIONS 1, Notice,, of Acceptaw"p- -.No. M0505.01 ismed taKttrarav-Awnra, lft,(. -f(wtheif '�Trosffokt Ultrack-ar, Clear. and Color PV, R Glass lattrikyers", ffpifingou07,08t2,4-. "'SentrTGlast (Clear and %it�) Glass Intesinyeri-, expuing m 07,104023- 3- Nlotke of Acceptance 'No- 19-1106.10 im-ted to Vision Extrommis Limited foT d1eir Coated (Painted or Lanxinated) 'WThitt FdgjdPV, C Exterior Extrwions for IT, indows and.Doors7t oTiring at 0930P24, 4- Notice of Accepta= No. 118�1106.11 ismed to -Vision Exmicras Limited for their series "IT 1000. Tan 202 And ligittersbades (Nan-Wlift e) ktid. Cellular PVC f- xterior Extiumons f or'Windows and Doon" expumg on 1129Q 1. F, STAXETULN-TS L Statement letter of confttnanct to FBC 79h Edition 02020), dated 0101,1271, issued by m=ufac,ttm, signed and sealed by Anthony Lynn Miliff, P E' I Private Lablefing Agreement dated 03,,901 bawem PGT Industrim Inc. =d CGI Windoron and Doors Inc., signed by Dew M. Ruark� P-E, VIP, Fhgin�� on behaff of both companies. Q OTHERS 4 1- niisNIOA w1ses & renews NOA020-0429.05 0�LAwfiC'Gj)ieXP=90t4/l+26, 2. Mie roarent associated PLA- CGI file. #21420,55.01- expiring� 04/14)2& Ithati'L Ckaudajl. P"duct Control U-sit Upe n-war NOA -11-0:0FA3, Expiration D;Aie,. A�prjf 14, 1-02-6 APPTDrAl' Date` Xf'hrth'��S"'.'021 March 6, 2023 (3) U) —00 -0 > 0 0 C- " (L) C L 0 CL 0 " CL Cn =3 -co 0 0 0 LL C/) 0 M 0 > 0 C/) F- -0 U) . ta cc 4L� C'4 1�4 E m C) 3.- 0- 0L < 0 Cl) < LU < z SHEET NO. PA 1.4 (D C/) > 0 0 MIAMI, MIAMI-DADE COUNTY 0 0 EnD PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete IL�& LLC Cast -Crete USA, LLC CL L_ co -0 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Suee!� Rpom 208. _6� (1) (D BOARD AND CODE ADMINISTRATION DIVISION Miami, r-larida33,175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D U) cu -cu E OF ACCEP wwNv.MiaMLdadegov/ecqnomv 1 . EVIDENCE SU13MITTED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDE R PREVIOUS APPROVAL # 14-0903.03 0 -0 0 1- -NOTICE Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 3_ C = Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestrewedlintel Details". sheet I of], 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of L Drawing No, FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of = .0 LL_ prepared by Craig Parrino, P.E., dated March 24, 2003 andDrawing,N6. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124,103 andDrawing No. L77461Z titled "Cast -Crete 4 ", 6" & 12 W �b -0 > ScOPE: "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheers I through 3 of 3, preparedby LT4612, titled "Cost -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 E CD L_ L_ 0 This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. CratgParrina, P.E., datedMarch 24, 2003, last revision #1 datedApril 28, 2003 both through 3 qf3, prepared by Craig Parrino, A E., dated March 24, 2003, last prepared, signed and scaled by Craig Parrino, P. E., on 08119114. U) Cn 1.0- C) The documentation submitted has been reviewed and accepted by Miami -Dade County XER- Product Control drawings signed and sealed by Craig Parrino, A E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on C_ co U) < 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 Liniels Filled and B. TESTS 1. sonc 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 ASTME-529-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have by Applied Research La b oratories, Report No. 3 0404A, dated 04110103, s igned and I Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, 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 andivaled by Craig.Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1, A10M C= modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCITLATIONS D. QUALITY ASSURANCE .4' this acceptance, if it is determined by Miami�Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103,207pages, prepared by Craig D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatoq and Economic Resources (RER), q- 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, Environmentand Regulatory Affairs. .2 -W = 2 Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. _J 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, PX E. MATERIAL CERTIFICATIONS -It 1. None. C3 Zone of theFlorida Building Code. 1, None. DESCRUMON: (Cast -Crete) 4", 6"& 12" High Strength Precastand Prestressed Concrete Lintelt D. MATERIAL CERTIFICATION- F. OTHER Cr APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. QualityVstem Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1. F. OTHER 1. Letterftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Crai cc C, z prepared by Craig Parrino, P,E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 200Z 1. Letterfrom Cost -Crete Corporation, dated February 03, 201Z 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. Cast -Crete Quality System Manualfor 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 scaled by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 E Miami -Dade Courity Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Pre -stressed Lintel Details", sheet I of 1, A. DRAWINGS IABELING- Each lintel shall bear a permanent label with the manufacturet's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. Alone. B. TESTS E County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E. dated March 24, 2,003, last revision dated March 11, 2008. B. TESTS 1. None. RENEWAL W of this NOA shall be considered after a renewal application has been filed and there has been no L Nona C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS I None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None� C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS L None. D. QUALITY ASSURANCE J. By Miami -Dade County Department of Regulatory and EconomicResources (RE4. any section of this NOA shall be cause for termination and removal of NOA- 1, None. D. QUALITY ASSURANCE 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 Couno, Department pf Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall -L By Miami -Dade County Building Code Compliance Office - be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 201 Udition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE. 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 dlM Ae4,-- �. I ;/,- ,/4 � A&__, E-5 as well as approval document mentioned above, i4nry'A. Makar,"P.E., M.S. -Aielu y A. Makar, P.E., M.S. - - - C/Helmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., IYLS. Proo/t"Control Section Supervisor Pr duct Control Section Supervisor Product Control Section Supervisor N M I M 1, A D U MTJY &� �. i&l*,-- NOA No. 20-0630.15 NOA No. 2"630.15 NOA No. 20-0630.15 NOA I - A D WEC 0 Expiration Date- 09/11/2023 ffiN Expiration Date: 09/11/2023 Expiration Date-, 09111/2023 Expiration Date: 09/1112023 Approval Date: OW20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date� 08/20/2020 Page I E-1 E-2 E-3 Cast -Crete USA , LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTE D A. DRAWINGS A. DRAWINGS L None. L None� B. TESTS B. TESTS U) 1. None. 1, Alone, L. C. CALCULATIONS C. CALCULATIONS CD L None. L Alone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami-Da4le County Department of Regulatory andEconomic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. T None. (D Q) F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017Edition, issued by Cast- 1. Compliance Letter -with the Florida Building Code, 2017 Editioit, issued by Cast - Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P, E Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 2, Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA Inc., dated 06111/20, signed & sealed by Craig Parrino, P.E. 0 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Delailv"', sheet] of > L_ ],prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No, CL LT461Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 qf 3, prepared by Craig Parrino, P. E., dated March 24, 2003�, last _P__0 revisio n dated June I Z 2 014, all signed and sealed by Cra ig Parrino, P. E., on 0 Januaty 22, 2019. B. TESTS 0 1. 'None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade CountyDepartment of -Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Article of Conversionfor a name change. 0 LU CA(einy A. Makar, PX, M.S. - Cl' Helmy A. Makar,,P.E., M.S. CL < Product Control Section Supervisor Product Control Section Supervisor :7 NOA No. 20-0630.15 NOA No. 20-0630AS z Expiration Date: 09/11/2023 Expiration Date- 0911112023 < Approval Date: 08/20/2020 Approval Date; 08/2012020 F-4 E-5 SHEET NO. March 6, 2023 PA le �mmmmatimmilmumi,_il I I, /__Ir� 1% PRODur.ym� - ON REPORT 290, 2"72.0 2 ERGIOUCT EV,&T,UAUQNAEPQB1N_Q_24.J=X I I ILI ECO Im TILLIT TESTING & ENGINEERING COMPANY 2.2. TES REPORTS: fl, MATIERIALCHARACTERISMS AND SPECIFICATIONS; WAT TFR A- TILLrT, JR., FE ­­ � L­,.1-,.1-44 Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on " V =7 201, 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 A CA I"'_ KL" wbnq, 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 # 96-609 dated Q8109JI996, 06-570 dated 091181199,6, 26, of Product Evaluation Document (P, E,D,), drawing No. 20-176, PRODUCT EYALUATION REPORT '996-T30 dated OW2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestrtltion Testing Laboratory, inc. reports # 2032 dated 04/1611998 and # 2126 dated 1010511948 witnessed by Gilber� Diamond, P.E. and Report No� 7. LIMITATIOAS AND CONDITIONS OF UM REPORT NO.: 20-0728.01 0219.01-09, dated March 4,2000, signed and sealed by Edmundot Largaospada, P.E. and Henry Hattem, P.E. 7A. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. DCM-197 by CC Metallurgical, Inc,, dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E. D.), drawing No. 20r17,6 PRODUCT CATEGORY: ShutteIrs signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. THIR, Jr, P,E, PRODUCT $US-CATEWRY, Storm Panels 2,&MRUCTURAL ENGIN I I - � -- TLONS: On 20 Gage Galvanizedd St I Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as wait as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florida Building Code, MANUFACTURER. 91EIII)ALPTOW9111011 length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, Concrete block, and 1P� 4800 S.W, 61 Street section 161 0 of the Florida Building Cods. Calculations prepared by Tilteco, Inc., dated 11/03108 and 03JI2/15, signed and sealed by Walter A. Tillit, Jr., P.E. wood frame structures. Davie, Flarida33314 11-PURPOSE OF EMLUAT-JPN: I MIS ILE IMPACT RESIUANCE; Product Evaluation Report Prepared by Walter A. Tillit, Jr., P.E. (Florida License Thit is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System La rge missile impact under section 1026 of the Florida Building Coda, as per No. 44167), President of Tillieco, Inc. (Florida CA-0006719). ID # I 906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. WND LOADS RESISTANCE; ,J%joil)410041", el�, ,,,�,� ��k ILL: TIQ � Professional Regulation. - - 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ,� ,�� �, N; ­ -, ,,I I . , 1, .. � , 1/1� ,I, ,,,'!i�.-`,,AENs,p .... 1r, This product is being issued an Evaluation Report as described heroin, and has pressures. Maximum panel length shall boas indicated on sheets 8,10,14,15, ;t .., . r. 1 _ - - ;� - -_� 1. *_ �__,____ 44167 been,verlfled for compliance in accordance with the 2020 Seventh EdW ion of the 16, 19, 25 and 26 of 26 of Pruduct Evaluation Document (P.E-D.), drawing No. ,, -7 -,�t ,to. . B - - — ,:- __ �� __ �­_:�,* I * _= S-*- Florida Building Code, and to verify that the product is for the purpose Intended 20-176, Maximum Anchor Spacing shall be as Indicated an sheets 8, 9, 10, I 1, ,----7-- - ! I _�4*1� STAT11 OF ;��_*_�_-, at least equivalent to that required by the CcLdo. 14,15,17, 18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), 11 __� - i,�55_-- drawing No. 20-176, 1 � i ';��'O.'- ,�4 0 pffiP' I-* ;�,.".O *��;p This Product Evaluation Report shall be subject to review and revision in case of '. %­. . R1, IV I � ­ 11,;," SIOK'4­'��AIW a Building Gode change that may affect b limitations and conditions I.INSTALLATION: 11f)(111nook"'N Installation shall he performed strictly in accordance with details indicated on 2.. EVIDENCE SUBMITTED 9.1.. PRODUCT EVALUATIONDOC r .E.D - sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 213� of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as WAT�LL D� � TI LTECO AD MO N RE 1.0 R DS k P. E. REPO RT_ 20 k G LOD At, P ROTECT ION P R 00 UC TS, LLC � 20 GA Ge GAL VANIZED STEEL 5T ORM PANW DftVVG 4 26-1 76 � R EPORT III 20-0728,01 L _VM;AT_tp___,L Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8,14,16,25 and 26of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P. E.D.), drawing No, 20-176, Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral prart,o 111� -TAIS"', Evaluation Report, ,,,, , ,A. r�4 �,s' 19 �-_? L11,0% -1 / I-. ,,I,'1,,NkkWIkI1IQ1N,IJ,, Nk�k N 714M,%� �N' .". �, 1* 1_-� - ` �, , , .). __ --`­ ...... '.. -t -1 - - ocm .... - -.,� , , 'E - I/ ' " -N,9 *` �P ' __� �:J�'.- \�,_ - e .. . -%.- �4:F I .. ,,. . - - - - - - . S 1� . - - 1, % S � --f' - - S `_":::��_� t-4 '- 1 ._� - - __Z - __ __ = , 71" 1� - I a /� 1 - *,�; .* : = ­4157 —_ ____ I = , * = 7/2 -14W * 11 E e1AL �_� '-__ ' ; t�� ­ : ;: 1 _____� - � / S OF / -,� �. TOE 1`19--Z , � ­ ., - -1 � r., , A 0:" � OP. " - R. , -� �1�1%lr ,& 0 ZOR10". " , I . e�* _ " I 1�1., S, ...... 6355 NX 36th Street, Suite 305, Miami Florida 31 166 - Phone: (305) 871-153 - M 0 I 'PAIrl"R, ,,� n --,,, e - , 6 ­_­­�� e "",',, SIGN A Ci: ,I" - t"01101111111,100 III "I, � . .. — - - , ___ GENERAL : e 3) IN CASE THAT PRECAST STOK, OR PRECAS� CONCRETE PANUS, STUCCO OR WOW BOARCS RE ROUND ON THE --.-- o" PoR - EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH DID REACH THE MAIN STRUCTURE BELONG SUCH PANELS I STOW PANEL SHOWN ON THIS PROOOCT EVALUATION =UMENT IYED) HAS KEN VOCIPtED FOR COMPLIANCE IN ANCHORAGE SRA,i RE AS MENTIONED IN 8,T) AND IN &2). ACCORDANCE WTDI THE 2020 (7� tDITION) OF THE POROV, BUILINN6 CODE (C) !�_�� =AS M"ANVUFAMCT_tJA&_D7`BY1.1 MIUIM. INC DESIGN WIND LOADS SHI&L BE DETERMINED AS PER SECTION 10"OF THE ABOVE MWTK.W0 CODE, IN - FOR A Wr )MASP�WNED By THE JVW,MCMN WHERE THESE SHUTTERS WV - 04-115 PANUMATE FEMAil 10 AND PANELMATIF PLUS ANC14DRS , AS MANUPAMLIRED Erf UCQ CONSTILKICTIO" PRODUCTS BE INST I ART FOR b LLCZE - 4 , 4 P U.t.,36. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS,D ) - 1/4-# LAG SCREWS PER NcS. DESIGN PRESSURE RATINGS IN ATM 04 SHEETS I THIN) 12, 14. 15, 16, TS & 2Q� - 7/16NA * 5�W WOOD BUSHING, As Q67RQWFD BY ALL PoIW SCREW, BW A, SPECIALTY CO. or , IN ORDER To VE." THD .", CoNDYTION. UtT*An� DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C I) MINIMUM TSAVIIED PENETRATION TOO 'WOOD OF TAPCON ANCHORS SK44L BE O I/Z' AND 2' FOR UO70 PAVELMATE PUL15 SHALL M. FIRST REDUCED To A.5-1). DES" WIND Lows BY muLlIPLYING THEM By o 6 IN ORDER To COMPARE THESE W1 VAX (AS,b) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 -.344V 17, 14, 15, Id. 19 Or �O Mo PAK'ELM%f FEMALE ID, IN ORDER TO VERO THAT ANCHORS ON THIS P ED AS TESTED WERE NOT WER STRESSED. A SIM; INCREASE N ALLOWABLE C 2) MINIMUM THREADED PENETRATION Of LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE - 112- NO THNEADED `1 PERIDNIULTION INTO STUCCO SHAL_ BE CONSIDERED AS PARI DC THE REQUIRED THREADED PENETRATION STRESS POR "it LOAM WAS 9M USED W THEIR ANALYSIS FASTENERS SPAC04G TO WOOD RAS BEEN DETERIANIED IN ACCORDANCE WITH RIDS. 2018 C: 3) MINMOM EDGE D15TANCE OF LAG SCREWS, INTO WOOD SK41 BE AS INDICATED IN THIS DRAWING STORM PANEL*S ADEQUACY FOR IMPACT AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WIrk SECTION 1626 OF THE ABM MENTIONED CODE AS PER HURRICANE ENONEER[K SO TESTING INC RLPMS H-569, 96-5,70 & 96-T3D AND C 4) MtMMUM PENETRATION OF *OOD BV5HING -SHALL BE 5/8' 1/4* #-,2D SCREWS USED SHAU RE I i/2- LONC MINiMUW FENESTRATION TESTING LAa INC, REPORTS 1202 & #7126 . AS PROTOCOLS TAS-20, TAS-2Q2 AND TAS-2433 94OUD STUCCO EXIST. AND I* MINIMUM FOR WALLS WIN NO STUCCO, 'IS WELL AS AMO" TEST LOB OF SOUDI, FLORIDA REPORT #02 1 9.01-13), AS PER IAS 201, TAS 207 AND TAS 703 STANDARDS, C 5) W CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS RE FOUND ON THE EXIST= WALL, ANCHOR5 SHALL K LONG ENOUGH TO REACH DOE MAIN SIMICTURE fitNiN& SUCH PANELS& 2 ALL ALUMINUM EXTRUSIONS ND at 6063�Tii &toy AND TWPER, (VNLESS 01HERWISE NOTED) SEE sHM 2 ANCHORAGE SHALL BE AS MENTIONEO IN C, i)� C�2.) & C, 4) I ALL ALOWLINIUM 514EET METAL USED AT CLOSURES SHkI, HAVE 3ID5-H14 AIAV� (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMI'DOAPOKIS AND SPECIFICATIONS Of THE ANCHOR" MANUFAMRER A ALL SMEL SHEET METAL PANEI.S SHALL HAVE 51ROMRAL DUALITY %TEEL ASTIR A-II51 CAROL So WMMUN. G-50 GALVANIZED STEC, DC%WPON W/r,- 58 5 �i (AFTER ROLLED). 6 PANELS MAY ALSO EW INSTALLED HORIZONTALLY FOUDWAXii INSTALLATION DETAILS SHOWN ON SECTION 3 IHRGUG" to (SMEEts ,, IHROOGH 6) UCEPT THAI HEADERS d� & Q SHALL NOT RE USED 5 ALL SCREWS To BE STAINLESS STEEL X4 OR 116 AJSI SERIES OR CORROSION RESIST.41T COATED CARBON STEEL AS PER DIN 50018 W/ 50 11 YIELD STRENGTH AND 90 ka TENSILE STREWN & SHALL COMPLY W/ ILOuDA BUILDING CODE 9 IT SHALL BE THE PESPONSIBILIT'l CIF THE ODNIRACTQR 10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUTITER is TE) BE SECTION 2-11 11:tA ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BkOLDMITS. K ROOS TO RE ASTIA A-30 GALVANIZED SIM, OR AISI 304 $FFLICS STAINLESS STEEL,. WITH ;�6 kIi, MINIMUM YIELD BTRENCIH. H). EAOI REGULAR STORM PANEL WUN LENGTH% MR 8'-B IRROUGH 12'4'� AS PER SECTIONS 6, B. P & 10 AND ALIEWIWEs 8W, 1 ANCHORS TO WALL SHAII fit AS rOLLOWS, 9 IN Ot I DW A 12 RESPEMAVI�. SHALL HAVE A LED93LE AND RCAOII,� ASRAL MARKING INSTRUCTING OWNER OR 30�Nr TENANT To , WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WAPNINO (A) I9_Dfi%W.,Y2QiI=,9QWrE, " THE iwALAXOTON 01'"WTOR IS to �FAIW VLR 1q1 SHUTTER COMPONENT, EDGES WHICH REMAIN IN CONTINUOUS 0514YACT wDK - I /�'# TAPCON ANICHDRS AS MANUMIURED I- I-CW eQIU1i.X, INC� (M�, F­In p.,j) THE aUKLDNG To PRVCNT "No/" ,MTROUtc - ,/4 0 - 7X CA1.9-44 ANCHORS. AS MANUFACTURED BY DEWALT INC, (AID. f'��OOC p.­) I t/ANI A ,/4' SCILID-SET ANCHORS. AS DIS-TAWLITED ar ALI, POINI SCREW, GOTT & SPECIALTY CO. 12 STORM PANEL TWO"TION SH4" COMPLY WOH SPECS INDICATED IN THIS DRAWWG PLUS ANY BUILDING A" ZONING REGULATIONS (m," C-3oDa 9�,Q PROVIDEP EY rHE dUROSDICTION WHERE PERUff IS APPLIED To - 014-10 PANELMATE FIENLAU ID & PANELMATE PLUS ANCHORS. AS MANUFACTURED BY EITCG CCIRSTRUICTILIN PRODUCTS 1.3 I.) THIS PRODUCT EVA, UATION DOCUMENT LIE D.) PREPARED DY THIS ENGINEER IS GENERIC AND WES NOT PNICA11DE INTCRMAT�ON (RLN " ­3,550 P-) - 1/4'0 , FOR A WE $PECIrX FIRWECT, ie, WHERE THE SFE CONDITIONS ELEWTE FROM THE prV Cr TZ-01111I ANCHORS. AS "NUFACIURED 81 -RU-FA5' CDRPOPAT40N (`C-3600 p IF, I - A 1) MINIMUM U49EDUENT OF TAPCON ANC,fORS INTO POURED CONCRETE SHALL BE I ,!I/4�i 2' FOR PANELWATE 1EMA,1 (0) CONTRACTOR TO FILE RESPONSIBLE FOR THE SUE. -DON, PURCHASE AND N51A,LADCAL INCLUDING LIFE SAFETY of THIS rRODUC1 BASED ON THIS PEA PROVIDED "Er.DE COO NUT DEVIATE FROM THE CONDITIONS, DETAILED ON THIS OCK,LKINT OD AND PANE"TE PLUS AND 1 114- ran CF TAP-GIVP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE WWAACTOR'S RESPONS18t[IT'r A.2) CALK-N Or SOUD-SET ANCHORS SHALL K EMBEDDED 7/4" WTI) THE POVREP C014CRM .0 EMBEDIANI Rita it) �15 FIRODUCT EVAMATION DOCUMENT WILL, BE CONSIDERED INV" IF MCIDIM SFU ING 1. , ShALL BE PERIPTIED. 1/4' A-2D WPM U-10 SHALL BE I I/2' LO M##uUM SHOULD 7GCOD DaSt, W 1* M"MON& POR WALLS WAH NQ STUCCO, ANIO MAY RE HEADED SCRM 09 ALL T4READED SCAM W/O IDAD� (d) SITE 'SPECITIC PROJaIS SHALL. BE PREPARED BY A FLORIcA. REGISTERED ENCOLEER OR ARCHITECT WHCH WILL 9ECWE THE 9UT W"H WINa NUTS, kNOINMR OF RECORD (E.0,1R.) LOR THE PRd=f AND *10 WILL BE PESPONS41LE FOR THE PROPER USE Q�r THE P _E D. ENGINEER OF RECORO. ACIING AS A QE]LDATED ENrINCIA TO THE A 3) IN CASE PW PRECAST STONE, PRE(AST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE rOOL;E) ON THY PZ13 ENGITtEER, SHALL SURM[T To TIM LAFTER THE SRE SPECIFIC DRAWINGS PoR RrAm. EXISTING WALL " FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAW -IS ANCHORMCC SHALL BE AS MEIrIONED IN A,I) AND IN A,2). (�) THIS P E r SHALL RW THE DATE AND ORRRNAE SEAL AND SIGNATURE OF TPE PRCYESS*NAL ENGINIVER Or RECORD 114AT PREPARED IT (a) �[)'Exls�]� DQWHM,A,OZt MAU�_ V /A- . T,ArCc4 ANCHORS AS MANUFACTURED &I 1 1 W SALDEX, INC 14 SHUMR MANUFACAJNER'S LABEA SHALL BE LOCATED ON A flEADX.f 'A51BLE tOCADDIV AT STORM , PANEL SHUTTER IN ACCORDANCE WITH SECTION 120.9,3 0; I1ORIfiA RUILDING oW, ONE LABEL - I/ 4 . I 7/a, Cqg-i,N ANCHORS, AS MWJFACTUREC BY OCIIALT INC- (W". e,­ 15oo ,A. ) SHALL BE PLACED FOR EVERY OPENING. LABELING To COMPLY WITH SECTION t7QPS,2 or THE - 1/. -0 , S,4' SOLTY-50 ANCHORS. AS DISTRAEOUTED BY NA POINT 3CREVY BOLT A snf,&TY co, FLORIDA BUILOW, COOL (miN I 't-1800 P.-) FEMALE In AND PAHEILMATT OWS ANCHOAS� AS MANK)FACAIROD By UcD CONSURUCTIQW 14ALL ONLY BE USED I'D - 014-,. PANEW'11 � I PRODUCTS (MIAL rc�7071 p�, �) 'kLOIN104fik IN THE STATE OF FLORIDA 0 A - 1/4- 0 CF CAP -MIX ANCHORS, AS MANUFACTURED Or TRU-FA57 CaRPORLPON � �, ,e MN, - R441 "'. A ,�), ....... ;­t�52 FLORIDA GUILDING CODE (Woh ValocIty Hut cane Zone) a 1) MINIMUM EMINSWENT OV TAPCON ANCHORS, ULCO PANnAAATES AND CF TAP-qRP AWWR. WO W CUI�4.,` " E1,, - --I- ____._ BLOCK UNIT $HAIA BE 1 4/4-. 4t 11 1IL7 '% f % -NU,I, ftnm 4't 11 t I : � 20 GAGE GALVAQED STEEL STOW PA14EL NO, I Z ORM01 - 4 167 8.2) CALK -IN & SOLID -SET ANCHM SNAIL BE EMBEDDED 7/9' INTO THE CDAACRE7E BLOCK UN,T; No DA.0 MENP : =_ INTO STUCCO �SHALL art PERMITTED 1/4* ­ZO SGRM USED SHALL BE 1 1/2- LONG MINIMUM SjWA gfucca � . - - , / I ."k -/W� B UCTS, LLC. r"IST. ,cID I UJN1MIJM FOR WALL-, 1411" NO srucco� S -a'. ., . - . . _.__�I a.m. � -p-. S T OF -- - -I / 111LIECOm. ,1 .. ­� - 11 Stir _km�,I`..'� _�� — ...-I— E n_ �1. " a., WrAN, R DI .-'* ,.A , 20-t76 .. - _ ,Wt., I., 1 � ...., - -4 )_ 15w 'At. O`�WA__*`L" - , O­ � . `a *Z'=) ­­ -.1 — [-.I — - 11 . CA-0,1004, `11111,112N , � itult It= n4r 4I. -T4-"-1'----41-' �'�--4­� � I __ � A., , , 0 WFL %,w ­1 - ____ � INSIALLATIO DETAU FOR REGULAR PANELSO) & �31 ----I 4INT-0 EXIST-ING POURED CONCRETE OR ONCRIETE BLOCK STRUCTURES coNcREM mwoes ISEE LE ON CONCRETE AW-19M CONCRETE ANCHORS M.ICHEDULE 01 - I�A 4 . tt�\, I _ _ __E �Zj ..... V ,NM7 .. I) -, I '� , , -, - CONCRIDE ANCHOW -IN (SILE SCHOX44 ON -, , SKETS a .-I �r � .. I n EXISTING PR D - ,� 11 ,� " 'OLM 41TING; \ "� (4) (M WROWLE ON , * C04CRETE , RCOUL110i ,,,',� ­4 - - 9); I,.", " " -1 i, ( c "' - 1� I Z.4 " , I 7 I __ , __ --i'­+' I 1-11, "N 1,11 , ."W"U"' , , Mk`,_-� \ I _\ x I,, 1 -I,' MI.,-, , Ili W - -, ill IAM, ` - L 1: " _J i/4- �,, , �, , L I - A, - __ - i 1, - I it:: 1. ." - ,g-,,=)-- ` I- ", - , - - _i i I - __ Ile __T_W.1 e , I " � ___­ -1 I - '� - -------I � 11=t!:� - EXISTING POURED ED. --- -.- i _ ��"� � I I li� i I �fl I , 4 i --Ig 1 , ,�, r � ill 1�t ; � I I - 1 F-D ��,.. 4- E , '. I -,t . - 11 I � V � �� I �_ � , rx-va&�L� � �__ I . � , I � � .."A . . . . . , -, -1 - - 11� , ,. ", , :,� - - I , � I I i I ,% : � . -1 x. .. , _� �'] I I I I � --I- I ,I � �1�1:1 . I 1, , I � I W-.P., III; ­ 11" - " -:��,- i �, , �,:, `� 4... X i i � . � q) 6 I I = a , t� 4 - i �10-,qxGrl_ - ,I. 10 ., �� ",`- � I. � O,LR,LauI* 9 � i INVer 9" 0 f i ,2 "O, cc `H I III Ler DC - 1 6 - - ltq�,� "" �, .RK 11 � � 1 I i I I M1 SO4ME - , = WHWAA I 1__� SHOT. � (s J I I I,-ZPi J, I . =--" I 9 ( 10, ww" 1 i"'PIL 1 T 1. - I ; 11;� , I '_ � , t , 2 I . - - - - - -, - - � I I - ­_ i:i W I i i Iii I I ! if =__-� � I M = --- � i i W n- I : 1 i I .1 � . , ,' - - I 1 -�` - - 9 1, r -- , '. - ." i . . I 1 1 � f �,./,;;� f',A�,�­��,�,� I I � - '_ � f� , - i � , �.,, I '�, i EXISIRNIG P E'b� - ,CONCRETE 00`Rfi�, , � -,""', I � ,I CONCRETE BLOCK i ,.�� �, -01 � I . 4m . I vim MW 0 I �i ; i I i I i i, -_ 1 �4, .� - 1 4 t - ,�, I �sru,. ,I : 11 , I * , 1-2 'Ir - , I- � i E ILI i tj I 1 C61. � i : � I f i i I - - , t i V.1111r. 7_7,"T, , 11 . 1�1 , ��� - 12 1/2 0C � � ; �:I, , . I - 4z-.n � " ", ; 11, 4ac_ I 11 PATH PLO . ��_ a & E I CO ,- EXISTING PV, D . - f �w " 12 t'l, ot, a, POURED ? . r I I -,,;;�;ETE OR � I CONCRETE I'll i � 1-1-1.1. -� - W . g �, , __ '� 1. � � 12 1AF.C_ ;_ _ __ ,- I , . C.M.ETY ul=n LANO.NtIL BLOCK ,�� --- __ - I KQLAREO� I ` - , � �� , L_�_4". jee, I ; . - , I f.',",��-,� ,I�N, ��",��,,,­�,7-,7, __` , ",: 4 ,, I � . �111 \ � I.,., I 1141_� ---",-, I I " ` "I'll", � � 11 I - I " r E4- -, 939-1 �? . I I- � -4, =;=iIy - I I- - - __ EXISTING POURED CONCRM 4 I a ­314,_ _T - 1 , Ir-i ­', MR` , N ,/,--. - Yous I _'� � , r, - � __1 f_� L2 ` CM111 I'll, - �� 1. SIZ _ � REQUIRED � I.- A - i - � � - . I �,_r M VoI,II =1 CONC -, � * rA'4 � - - I. - CONCRETE ANCHORIL - C41 A� AM ANCHORS (KI EgD%R'� ." ; ,- . ?A,R"E =C1EDM'1NW (SEE SCHEDULE on � %em a THROUGN 9) � I (SEE SCHEMuU: ON I - mMSC=:"-,') &� -,. SNEEFS a THROUGH 9) $Kim a THROV� 9) I 1"�L SCALE 1/8-i' CEII ING MoliNTINO .." ,"�'. I - OH MOPS AMBS&U Nffiff MOUNTIR4 AWI91ft-A _4 SCALE 310-1- SCALE 3/8-V "' ' '-­,.­­­-­ ­T­­ ­­­­1 �_ L I � E.0 - UM DISTAPICE i u1scLAMAILL i ON - 4 -T k (SEE SCHEDULE ON -4 M SaWAAWOW - 1 . I SHEETS 6 OIL 9) - a i i , I I i ,I bec.-w-. i/ I S1,11, . I , I I W-U-ML ­­ I i a tj S04001110$ ... TOP & 90TTOM MOUNFTNCS, CAN BE , I I ,011,`-% tf I A �;�' ,'�%, COMBINED IN ANY WAY TO SUIT ANY I - I ."', , INSTALLATION. , - � , � - - ,� _r ", , , ;­ - , � " 01141�* - - - . ­_­ �j;" ... , I �Pl_ oc%`- ,/O� . ".. '_'__Z�_�-,,"S.��,' "'I.,.1 i ;, �1',�11',�,N,,- 1��11" I I 11� - EXISTING Pout; �!,-. � 4F . , . r - . g. .� t _- FLORIDA BUILDING CODE (W21D Veloci!y NO can. Zons)l CONCRETE � I ­ REQUIRED. ---,- -E.D.­­ 11 � . � CONCRETE ANCHORS 1` I , . -1 . 7 . S cNLKL I'LIECOL INC. 1 *. 20 GAGE GALVANIZED STEEL STORM PANEL � * : R IV GRAWN m �&-=, 2t ., - �,; . :*= f­p -. TATE aF .* C, _"'.. -,I:— GLOBAL PROTECTI 0 / 11LIECOINLe. ON PRODUCTS, U.C. !a� - ­ �._­ - \ "In/mal, ODE, CEILING AN MQUNIIN2 ,W.5 ELM , 5900 ZA SCALE a/M.1, 11 e� " 0 a I ,l,X',---,) - , OW S.W. 5 r,RV7 , ­rr,t - t'. Z94 L . V �� � rc�, tA.F. FLO F-1 20-06 41. .,I 9==0�4M r* PNoNc W-KRIP-73", NO. f"'LLOW-sm . m4 _,"I'llf" . 1 WP,PP,OAVAD_1.I ---------T- 41inti, TOWICATT! " ,., - I-i­r - - , �� - - - � , — . i0mm-A - ­ Mr � . � 22M 1, 67 '.., ;;� 11 � l��­�_ 4 - -, - - I ........ ..... I I /--I-- X Z I ILI E00 imc_ TILLIT Tisnpid & ENGINEERING COMPANY - I., - ---I- - . — WALTERA. TILILIT, JFL � P.E. filtoo4*2 tRODUCTEVALU jaOI.Com A.TION REPORT ,L,FI.IIF TJc­No A.4167 C,& U-m-10-5110019 REPORT NO.: 20,0727.02 DATE: July 27, 2020 PRODUCTCATEGORY� Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT Ill 24 GAGS GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtectI0n_PMdu01t_= 4800 S.W. 51 Street Davie, Florida 33314 1.YA,ffRFQfiE9Y_15V__ALVA11DX' This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P1. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 611320-3, Method 1D 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. EVIDENCE SUBMITTED: 2-1. PRODUCT EVALUATION DOCUMENT (P.F..D),: , - Drawing No. 20-175, titled '24 GAGE GALVALNIZ STEEL STORM PANEL", sheets 1 tbru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated OW2712020. This drawing is an trite loiior" I 5 Evaluation Report. ps, �n .,,,,, �t . k� 0" ,� �v � ­ ­. /; 11�. , ­ ., " , ,�,Zg?.�.. \�,INS ', ,/:5, ­ .�, _-\_1 ,_ - - �? '--, � - - I I— 4t---_ � . - �� __ S �:__ � �_' � %. - - ---. , _ . 167 I = -, . �2'e�,_, , * :*= ,�.�­ I . = le ,' �i;,,n'� STATFGF 2 S ��. X Q� �� � ,�.. Al � D�l I , ,It, 'S'I 0'.. It an I .. I ' - "i"' " ' '� . 6355 NX 16th Street, Suite 305, Miarni, Florida 33166 -Phone: (305) 871 �';j� .�� . ftXb'* ... 1531 -COMEONENT5 EQR REGULAR A LIM SAFEIY- STORM PANEU (SCALE 1/2�n . ....... ___ ,. - - ___ - , - - ---- ,15AW (TOTAL, WIDTH) - - --- - - - - - - - - -- - -- -- - - I- ­ ­­-_ ­ASA915- CTCTAL W,41- - I— - __ - - __.__._____ � ___ _.- ­12,5130' W-FECTAT WIDTH) - - - - -- -- - - _­­ ! L I __ - _______ _ ,.6 1/4� _ - - -,,,'-'--- i � : ______ ___1 ___.__6��________ _____ I : . _-I_3PO^_ I 1� , , �, r-I aw--, . I � , � _,I.a?0,_ � e 1,500' � � A1% �, ! I I /� --I 13�0­ , �, I , 11 �_ � � ""Co. aw MOR. THICK r- 1,350' - ­� I I - - �_ , , , ­� - I T__ " To " F � " I CA) BI-6, I � I - A\\ VI It I -4 , so I.Ck ""t 11 ED 0AL"VED SITU \1 ., � `�* /,7_.-7-,")A:__ - F I---- -.7- I EDGE I I . �1#051�_;`,_ r_-V1 " I �, � I,, . ,0' � 4g \ �,E,�- �� 1� ILIALWANIZED SIVEL ' -F' I A­03 __ I - - � '1!N,1`,A'. ! G ,Diaru otwmm-� " I - ,..I.. . 111�,F , - ­. TYP \ - A ASTI, A-Sw 4 ' ' all . DO / 0 4_1Z � Y`P, I � - , � �! 1 "...., I - - i 7 \ "', GRAD- N MINIMUM GAL jL O-W GALV DETAIL A-T 1 I / -_ HEMMED I EDGE -CMAIL A o", 11 I r M, I -- ----------- `11- 49.81 1 I I - �_f _,= L ------ � _ . � . _ - ____ � _. �\ , 4ILF � I !, _ �_ -Zz�v -, 'A_ 1w, - __ _ - __6,25O___ ___ I , I I I � T um-utu (1-A END-31M. .PANEL ,_", _� � 1'1�. _,� �.. � EIr ­­ � .. � 30 ------ -,--- --------" �, 11 I- 1, PAW,S DO OP , tv-4Z-6:i- _-, ,--"' .1>1' -1 ." - - -R 1=F, � Q501 � � I - 2,I67' --- 12 K , " I � -too' , a5G, ,Too* ­ V I � . I : - It a --L----==- 1 1 �,,-�, �_ .=I I I - ---I : - I 1_,_��_, I - I I I -Too -I I f - , I/14-�­220.. -it . , -'r-1,16111A 3304 SERIES , � ,-1?5' " S s sm wmw s.S. STUD .'�So*- - . I 10 ANCLE 0 TO � TINCTEV, � I t - , "GLE , "" 11 ,:, , 1 12 i/2- ac !�, I , I ,4_1� I /7 ­11 - ��,_ , - ;�� "�Z--,:-,, ' ­t-­ ,-, - - -,: L 'I- I I Z�_� , , bilso, -1 / " ±O.W 3�575' - - P3 - _CS3. � � 2 125, I .093, id i 2, - r2�125" 000 � . OR I ��: �_ , I 4 i A a IS lAi WW 1 �500 . -I 1 -1.500' SEE , , 1939' .939, SEE . I 1 I , � MAX. I J I - t_z 1, i", �-M I - , t �� 17k.--l-, .1 Kllxq� _,", I I A 0. 1 3" ­- � I __ .=- -1 I I �u i � �, - � ___, I ITS . : .I �- � I � . I LSQQ ISOM12RIC VOM-AM" L, - I , , 7, " , ,,,, ; - N , A, - __­__1­­_5 ,� " �� - ., tw . Va.-, , ­­­­ .­- ___1 - ISDO - -___,rW­ ROUNDED CORNER 0 ENDS OF PANEL'S It Re/ �"Dw, -_ - END LIP W/ HEMMED EDGE. /'.ZN . 114� he HUD (� 'AMLWAM f_`N" k�) ANGLE (�o ANGLE WO SJUD g ANQU WITH (NT S) REVERSE STUD I - -1 VARIES � , SEE GET. i -=- ;__J 1/1A A 2/1� 0.344, I I 0 - __ 1 1,390' � I � i __� , I . ­­ -.;-- � i ; . ?5' / I A07, Be, . 3 L 11�_, i � " 1 WS I I j i I - I I I E � D&I-1 -EOOE '. .374' age - UP TO AS , , PANEL � r I— ' 1, 1 � f - ____ - _­, ' , - "I, . -_ _ ? . I ­,_ , 4 a', 13cA a , -­ 1 - �f � L I � , ' '__',1__ 61, 1�3_� J7e -1 Aw­;: , _fii�o- __ __ I __t , 1 '6L. � _ t __ " - I I I x7s, " F_._ - JW - � . ,12S 1/*10-20,304 _& S STUD RNEYED M , � ANGLE 0 12 ,,%* 04 " � 5 .i I I � I . 418*1 "ME FOR I to LOCADON AT I- � I_ .390 ­­ I � __ ­ 81-1 I, WOR . 1 �63' : 34, - ,� a � Dgr I � . " 12 IDW. � , * I � ! %, f 01, i I - � 44- " � - 7go , EVERY PANEL OVERLAP .957 1 t_ Vft .=* � , , , I__ _ , � f , I __ - -"-,I I �1164' � - .. I i -, � 7�000' /__11 "a) , KEY HOLE WASHER ,� I---------- - - __ ,in . _-,-, 2.OW.__ - ­TY i OP.) - ­=: _­, ,or� . I,V E" TRAOLAN= (9 3X "r- ISACK (2) FLAT PLATEO � ­IM4 1 .ZZ.111U. � /�, �, I - __-, _. 1 I -1 WHONc � I , , I ,-- ' - - . � 1 I- �;,_, -I , "' '] ' 1 Y 'I "i,uTfith"'Y" 344*0 _"i AO;RI, ILL, TIQ " " ,)�� � . I � 0 i�; , E; !A 811,,`/ 00.._-� PiW.� VfiTH STU12 1W XV, , i�j . 14 ,,,�Sq`o B75 al' C'. . I % 4g - ` � t li _ lc I I - I 1 - - ) E -, .. I I . -4- I I No, 44167 : � .. - --- I I - . � 175' \ I I I _ _,__#all I.' - : L __ __J I--, I � 1, AD NICKEL � GW._1 . . � '� _JA - . . = ... / a : :*; _* * . - - �`O` -. "X-& MINI STATE Of Mo. a . .,� Z FLORIDA 0M -,Am= � BUILDING CODE (High Vistocify Hurricane Zone FA I 2S1. . I _ ,� � 12k - - :1'975- I VITED VNG NUT , S� ,�� -, S o,�-_ F40RO".... ., - I 20 GAGE GALVANIZED STEEL STORM PANEL ORAWN 61. - --2.GW'-- -- (�� E�`414 SEX HOLE a -- ­ ,�O _. -UNU ,�� __ ", -_ - ------- /T LIE CO... \ ECTtON PRODUCTS, U.C. o"O"T'R - GLOBAL PROT DAM. OW .W. ALUMINUM ANGLE ALTOWTAW, USE WIND NOT WIOUT Mot"M "--An W/ wava 04100 4 , I / I �� zi> e A�M__�AFR 51 5111133 'XtNC De INME, IL WL, 20-17, 4)-N-15141 rw (V�)M-NWI 20-176 I - 7/8-A.3/32- WASHER isumirss STEEL OR NICKEL PLAYED SYMI) I dl - I , ox ED . A/Sawuv"Ow c.-IMM49 .M.-On zg­ I . -.1 WRAIIe, 1-1-.rxi-W� - :±��- �t�' :.::, J.... - 11 - -- - INSTALLATION DETAIU FQJR ftErIULAR PANEUa & a M 1101.1110 QM FOR MA"111ON IN KWO Q20M , INTO EXISTING P9URED CONCRETE OR CONCREIE BLOCK STRUCIUREa 91CME IN= OR, SM � =,,*R=T,r roMAU! ID. ct)"COLLE ANCHORS :�', V.,_"Wl' - __ M FOR MMAIR. 19 SM AND E-Z R" SIM PAN! Md , r up -ow _w wa* k1r.107, ­ - - I ; n $11HOPULE ON SHEL7 a * 2) =14 WIN= �� F%7' I - - - - - - 41(4 i I "_� I � , mt,`� - I . _t I i iL�l ,. -_ - I �� - I ___1V 1 " "', ­i), I rPop yoIttut i"=k , ­_ - - , I -111, I r�,;6-.=�i A L i i ­ .1 . . - - __% - i;41 � . � � O , %,- I � � ,1 kv 0, =IATO., __ � - " 1_11fi. =t"Ou'p, T" I I ; i ; ., - r_*Xe� I Reou'RED. I ' ,,, i -#� KLIPPO' " " � I I � *,: I � ,��;Ia I _ - n , , K ._ L �� E.D. __ � , - w i�"4�,":. _ I -, 4� I :- � -- � . , tom I -, I I . 1_1 - I I - - "U, , ____.__1�'__ � :,1 I I i; Fd - I I - ,.. 11 - � i I I _ I_ I e....0- �_ I - ,.._� I , , , I � i 1 6 D15NNO POURED - -A 41 I 11, , i -1 I.�ft` � �� I CoNICREIT OR - '... . � - � - - "Z­`­77-gilie� ­ I - � _T.4 � _i�) CONCRETE w-ocx � - 01 \ " , � i REQUIRED. i I, Z ; -, - -, � '44I ---.-- I I i � : I . , to T-9, iz .� ... - I I I W.11 . -_ L__ C %0 i I i d- - � 1-1.1- , ___ , _-I �� A I � 11 9 "R,= � -- 11 ­­­ - '­­ ; � 11 .20H* " 8 ; I CAB .. . A 'Afe' � W-1 I N -1 "2 SELA/T�FIAN) I I '* i -I' I - =___� : I %=- - - ,P i - - " %�. MY - I i =. 11, , _1 AkL r.­_­ , T I M � 1 ­_151, � I - - F_ - � L­--h. I.WLAY-r— 1 1 r- e4e, �,. III, - "I ". -1 - eIHY1XAE I . - IPeLrI a -_ -) i '. IIANZi i -_ T-W I I (1. Cl) i'"",=­ I I I F: ,I, � = ­UKIOVI �>/w -tl I I I - L ; _�,� . I I Rasm __e�ll � - I WQ % I ,.,I I 'T, _ ,,,�, i I i 11 ", � I ", ;� I , — . NMI& i i ;1 ,"- 1, -,T;Pn%/-1' ff 1�11111 I � !",!,L, : ; i V., _��_ , �, I ED, : I � �w ;',� �_ � ,-/ Wv== �, I : I EXISTING PCORED '. I I , � I I t I � .. I i CONCRETE OR - 1� I I � - co.cOm eLoo. � -1, � EX E-D � gj _"� � C%&��P) - - "EA4V�N) I I i� REOU'REft i 11 7 =1-1*V_.Pr" � "'; I t # ­ - I � - , - - I I "r� !: 11J � coNCROE BLOCK.. ­ ­ . I I REQUIRED � ,��_ I/F cv:5r - _� 7r, r , ­- � I 1 j/4- �, - - 52MLA =-_-, fw,-. - - xgunp-, " ,-, ____ ­ 11 - I �. I _P` =_. � - - �,2�L-,`,�<�4��� -, ­ I - A* =_.`N,o`11.rm111_=T.` "I oaRchm ANCHORS ;�,. � . _- - , 255=_ � (�) J PLIA OR CIF TAP -GRIP (%R: soNvur o�* - - ,"* I ��: - - - --L-- � - - - - VICE sompl) ON I a .RowmaH ) �, � . , L, I SHEA , 'r WAL4 M�QUNTIHG (Q.M.) "I MILD 0 MAO � ` . - I / - I 0) 1, , H 'm \ - 1-1 I _wAL PZ=1`IM`NtI_ - -4 I Tft 8.1* ) ", , ", 8 � `�S/ 4M - A SG�" SCALE 3/8-1- � . . , - - , - EDGE OF EXISTING ED. - EDGE DISTANCE _"__`W`L,) , � optMitic * NEW I ' WOE . MARIE& . 1/8' � --0-0 " (SEE SCHEDULE QN I "Rhvw � I TACK ALUM, TUBE OR I* * . 3 I ___ - . - msTING stucco I P I WOOD PLATE sPAIDER I SHEETS a Lit 2) I - - .1 - . , won RAND �v I , - I I __C1 " I I * NEW I' WIDE , VARIES , 1/8' 1� _'!� I IONS: - , I ALUM, TUBE OR I* . VANES �, I - , � � : I - -,, PJ WOOD PLATE SPACER I TOP & BOTTOM MOUNITINGS CAN BE I � I i ItERIND TRACK 1'�11, I ,,i � .�/ � I COMBINED IN ANY WAY TO SUIT ANY - , ---I,, Ilu S1111"LA, OR �, � . . X�� CONCRETE ANCHINS �­ $ N$TALLArION, C%y I �f , ,-, stim%. 11 DON, - T_ 11 I "RA&K CaPt __XAL_ e , -1, t- _, - I C_1�� � ii iF, f 4D �" ,W..T1Q,N ­ �� - ­­� - , Ax A., .- If- W'.`­ . ___ - . =,trcrp__�� A . . 1. . .. . FLORIDA BUILDING CODE (High Velocity Hur core Zone)l =.`.m A.C. - - , , �, ;iw vActa �qra ar .* a' _1 IRKAA M 01.ITTA - .1 ,Xxon ,tvm LNO, r, : I Z 20 GAGE GALVANIZED STEEL STORM PANEL NX=t 1 '31/2, CONCRETE MON ,11 �� ` " , cfit.� REQUIRIED, IPACK'S K". - No 44167 c DRAL01 IN, 1 X6 SECTION X-X 2 III' = = : * ,­_:� �=< �7_- � '� GLOBAL PROTECTION PRODUCTS, U.C. "A/1"'a -I- . Q_ -,- SCALE 3/8 t-�,' . .1 / IILIECO,... mm. , - - --:4 ------ OR - S OF- ;F 1lUAL_E0&_RAr.E8S REQUIRED AI ME �4 P1,110 &W. 51 STIMLET - 1� 0,% AIAA� In" TOLD. w1w, FL 3331. . BMQM � 00-RAM ." Riol" !11'.. We'A 20-176 . I .. � � ,_`�W' 0 / - )"It'a ,.4= 'M -w, tft+lw-7us #AX, "Nue-ATWI -, I - cx��ti _1 I 1. - , _T_.I - I- OLAWIWoft AL V- Ar, 000a;0v 'KA"rUMEIR'n wAvia ,L I - III— Ulpm,w . I -- ____ 5= M "��,O.v i - I , I - t � = -_ - __;;_,.__J I 11RODUCTEYALLAT)LONREFURT NO. 20-4727,02 1 1 2.2, TEST REPOM Large missile impact load tests were performed under SSTD 12-99 standard a$ per section 1600.1.2of 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 03/11102 witnessed by William R_ Mehner, P.E., Borix Moroz, P,E, and Henry Hattern, P.E. and Report No. 0219-01-09, dated February 25, 2009, signed and seilted by Edmunda Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,GI-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile lest report No. 9CM-198,by CC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as per ASTM P-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1 M8, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. RUCTUR LF?JnFNPF:DI1Uf.-f-A- ---- ------- 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, Calculatlors prepared by Mill Inc., dated 12h 8110 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., RE, 3, MISSILE IMPACT REMATANCE: Large missife Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TA$ 201. 4. WIND LOADA ESISTANCE: 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 shoots 5,9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. , 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per 5STD 12-99 Standard. PRODUCT RVAIAJ P ' 211-0717111 5. INSTALLATION: Installation shall be performed strictiy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Prod uct Evaluation Document (F.E.D.). drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 16 and I 8 of 1 8� of Product Evaluation Document (P.E.D.), drawing No. 20-1,76. S.MATIERIAL GHARACTEPJS-nCS '. � - AND SPECIFICATIONS Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175, Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175- 7-IdMLTA �LIONS AND CONDITIONS Of USE; M C14 C= 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated " on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 _r prepared by TiltqcD. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E� el- 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES _J 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. 7`1111t, Jr., P,E, (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). -C WAnLL D��TILTFCOAO�MONRECORD8ip,E. REPORT-2C GALVANIZED STEEL 87ORM PiILNELIiDRVXc#2O-175� __ 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, -*IW/10, 2W/10. 3W/10. 4W/10, 6/5 1 SW/10, 6W/11 & 7W/11 -I' LW ANCHOFS� FOR CONCRETE SEE SCHEDULE ON SHEETS 8 * 0___.- ---_3' MAX_ -I* LON - - r - ]------ FOR WDOO SEE SECTIONS ON SHEETS 10 & I I I, HIM, , - - I 6 0 - 0 6 __ ___. ___ , D.M­0,(�).01 _'__­`.__7__"F__­_7 ------ --" � _7 -I',-, _7_1 ,_ ____11­­_ 111-1--.11-111 ' T---',---', FI- 1---_ 1--F7 - FT-7-1-T I I I I � � — � I � ­� � I , � � . ; 7_T_r__t­T__ I -11 I i i I i i , k ! 1 1 I . (�. 0. @ I I I 1 1 1 � I 1 1 1 - i I I I f I - I � I . . 1 1 : 1 1 i I : I i I I I ! i i , I I t - I � I ;a i . I ; � I i i I i I I : I I I I . I I � � I I I I . � I I I i 4 ! ! I I � ! : 1 i . , I I : : ! ; � t I � ! . 1 I . � 1 � i @ I i � I I � � 1 1,ki 1711 1 z I - i I � � 1 1 ; 1 1 . . . i - , . ! ! I I I � ! ; [ I � 5 I i . " i I - i � , , I - - - E6 I I � ­ -1 � i -.1. _j �, I. ___; ­ I- � , 3 -.11. - � _­ �_ _� '_'_4_�___i____ -L--L-.-; 0 'N� , , " - � 1 1 __ ,---- " - .1 .1 ­ r ___ T - - -_ '7-,"r - - F i - � T -I -I 1 , . I T I ,1 ', , I I � I 1 ! I � i ; I ,- I , . . I , � - , I 1 f ; � I __. -I - j i I __11_� � 6 , I ­11 i ' , , _­ I - - T - I I 1 : I * ; r I I 1 ,--''- t __ � -F 'I' i 1 I 1 ! 11 I i-- I— -, - � I , 141 � I [ � � I � - I I ; , i ; 1 I 1; I r 1� ! ' ! i I � I I I I i I I � I I I I I I I I l i l-, f I � I'a -1 - -- - - - - - - - - 1_ - - - _ t � . I � I � � I I I I I i : I � � . j DOLTED PANELS W/ 1/0-20*1' PANELS � I t , �. ; I I ! i " IUNBOLTEU , ; i A . ; . I I (SEE SECTIONS AS � I I � � - ,�s.S. wS. 13OLT W/ 2/8' � 3132* � . I I . I � I W14GNIJTS 0 Ek OVERLAP I I i i . ! ; I 1 APPLICABLE) I I � . � I m , I � . I : i L I � ! I I � (SEE SECTIONS AS APPLICABLE) : t5 I! , . 1 I I t 1 , � � � I I 1 ! i I . ! J I 1 z . i I - I - I � � : -.1, - I � I , _1_1 I I - - - - , j. 1 � , - I - I i � , I I . - - , i , I_ � - - __ rxi , " - -1 � ­1 I . �, i F - - _7 I- - - ­ _-, �_ 7 -I -1 - -T- --I' - - - ­ ­­ I - ! I : ; " � L I . I i ED I L � I I � � i ! i i I , , � I �.' , . 1 1 I I 1 I � I � I I 1 I 1 i ; I i I 1 � � I , , z 1 � I i I I i I I I - � i I I � � I � I � ; I w i I 1. � 1 � I I I I 1 1 . i � I � j I 1 � I I � t � i � i ! 1 � I 1 I I I � I It i I i �, ; , ; , � L ! i i � D.M..@,@,@-_4 i _1_1_ __ - _ I - . I , ; - I ; i r - I ! __ � I i � I , I_ ,;ii;L_ I i �_l _ ", I 0 i . I � . -41 I I �J.�_ 4-Li ! ! 1, 'W', " -1 Ot - 14� - �. -1 4' , " ilm _&L.- I -- - ,- , (�)-@,(�),@- @-, ' _ '. MAX - 3- MAX � I. VIM. _ 1/4, 2/4, 3/4, 4/4� 5/5, 7/5, - I* w � *IW/10. 2W/10� 3W/10, 4W/10, 6/5M 5W/10, 6W/11 & 7W/11 �_._ - ,. � .- _ ____ ANCHORS FOR, CONCRETE SEE SCHEDULE ON SHEETS & & 9 - - - ., - - - ,,,,, 1 1-7 POP WOOD SEE SECTIONS ON SHEETS 10 & 11 A 4) ELEVATION REGULAR,, ST12RM PANELS (f) & f - NF,S_ 2-67* 1/4- r GAP I OAL OVIOIL* -1 WHOLE VOLLEY) '� ,--___ - zk — - -, - '" 4 71 � - - �,�_" I I .1 � , 1 11 I �N 'e, ,- ­- :1, . =" V, , '0", MAX W I � I -,- I ,j� 1�1 I � I , 4 .% t /`;`� . '. r" ..... FLORIDA BUILDING CODE (High Velochy Hurricane Zone) . . UA) _k_1 /r, � -) .. S ot,"Otl TILPIC0. M I F.P = 20 GAGE MvANfM STEEL STORM PANEL I ORION IN SEQIIQN A- *' III __ . �. = _ I - I ," ;'A GLOBAL PROTECTION PRODUCTS, LLCJ QVM N.T�S. 1� Z 11LIECO.Nic. \ ,ATE .-a'. ­. � � -1 � ,p,. .. `000 ILA. ILI STREET . I =D. � 1, 0, .. � , --- TRIU` . -i%-,M­ okw_ n, 20-176 -"":e.,& ........ I / - ­1Wr,.i . .. ___.1 .. PRAIVIIII-MRS. F�, (964"-11797 IN: - . C.-Owto `111�1',Tiftuti NA`L1 - - - sc.-RaE,inor 'H.P`X . __M4._ L." ! _�__ , Of 26 J I - naLiiAk I I � � 1 � __ .I., _. ". ­­ ''i I - - INSTALLATION DETAILS FOR REGULAR PANEL,5d & INTO EXISTING POURED CONCRETE OR CONCRETE 13LO-CK 5TRUCTURES ANC4DRB, FOR CONC'M SEE SCHEDULE ON SHEET 9 - ____ ,__-__ __ . - , - � ---T,RED CONCRETE _ _PLP M ONFIE E FOR WOOD SEE SECTIONS ON SHEET 12 r 6PURED CONCRET CONCRETE BLOCK CONCRETE 0LOCN .- - =`REYE STOCK �, mot 7 67' 1 ..] � "Mu"I'D -OK-M ' I REQUIRED I REQUIRED ". MI. (MK O~ -1 WHOLE IV) I' Lam' � I ­­1 (M SoKmr ON � _,., IM ,CONCRM 44CHO" - - __ VALUE amw? - , _ggut "RS � I � SteCt. 2I � ScEtEXLE ON 4 ! Ou SCHEDULE ON I � � , � k , � i, DJL I , � � %OM 0) 1 LOWS) Ffll"� i � � I - . ... ... _i I - "I � � � ��, � `� !i�,! ! * 0*11 i IV: � : �iiT # I 'I" � 1�i I ; I I I ��._ -1-1 - i : � i e � � i � I I __ - - ----- It: _J ,�____________ I : � _� � I ­.- ­­ I I I I I � I ��, ! . � I ; I � � I , - i L �, i i : " I I ... ; : I I I I I : , . 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I � L . if T-7 1, ____ 1:�__ . - ," 05 � � - - - I I I I : I - � ___ _11 I - ­ - 17� � A � : 1 � i I : I I � , AA_ I , � �; i I I I I I __ f � ___ -f- '11, I ­�i - I ­.- I I I I I L , 1� . I ; r I - __ ___ - I I' __ - � , I I , � I , : � I I ; � .. 1� ! I - ; . !!-4- �, , i ; I � I I al�4 =��" ;,�== - ­.- I ... � i 9 - i I I ! I I tAKYN I ; 1 Sol. I L '_ - 14 Eem 2VM 3' MR.., A-t - : � I +1.110tv I' M�. �IMLIA i 50%. ,� I OL. =I-,, �- - D.M14.0 I i OF . L , I i 01 L I I : Sol . MAII, � I 3 ' r 1- - I - I � OF "L* I LAI, I I I -j­f � . i _ __ - I � - - - < , ��: MAX - I MAX ",­ , [ , i - 77­,�',r,�� ': � " ANCHORS! FOR CONCRETE SEE SCHEDULE ON 58FIFT 9 I- � - 7,� I', 7 � ; � _t : I FOR WOOD SEE SECTIONS ON V,EDT I? - . . - , ; I '. - 3 I ; 1. I , � �;,.., , � . I E. A ��, , � ' LID r I - � D� .11 , 1 ED ,,, I . I .� - - � � ,- REGULAR SION PANE A a ELEVATION � I I 1 I I.- 11-1 � - , P � !R60 0 12 i , I'll " i 1 �­3 � SCALE 3/3 1,,i 2.9 � - ,/T ..c. L '�. � . . ` I 1. i L 0 I I I/C MW w I--- ; , ��," L� E_ ", ­E­Z A- , � � I 2.Er -7 � � - I_ _ -I , I i �� z4o' � I I � , 1114* 1 1�4 I .. �.. __ , , ; ,� ­ I � . _1 � I �4'*-M,3/4' S.S. NET �"', - _1 L (MR 0,5PEAP .1 tMt VALLEY) M... �, � r 'I - - - - � 41 : I Lt� i _W/7/11,0/32' "No No � 4 - ,-- 1�1:1_11­1­ ­­­­." __ - I I I *1 �_��\,11_11L,7 I I 0 2 1/2- O.C, � CONCRETE ANOOKIRS �, I : i � , '3� I I I CONCRETE ANCHORS I (WC400= ON - ALL ­ - I � (SEE VADLU ON 5 9) 1/4 , AX. GAP �1 W STUD (SM SCHEDULE ON 5`407� 9) . SLIEST 1) _�� MW OR SE010H A -A (TV2-) ____=� OR � __ = �WDCI op tEOURED SCALE 3/32-=I- REQUIRED REQUIRED . - 11 I "OUNTING 12JRECT ANA WA6 MPUNTING M I STA" . �139N - = =W WIV-1 a I* C�xhl;NR, oKi� NtZ,',�, .: 11`* E�"A� FLORIDA BUILDING CODE High Velocity Hu Care Zone) - . -------- __ = No, 44167 % i �m Tolm, MC. 20 GAGE GALVANIZED STEEL STORM "I ; = � . ORION et ED. - EDGE DISTANCE = *'. * i�s � ��U (SEE SCHEDULE ON TOP & BOTTOM WOUNTTNGS CAN Of = .. . et_�_ �_ ,, 1 ---20 = ,_�, GLOBAL PROTECTION PRODUCTS, U.C, ,I,,F - - TO -SI... S , ATE 0 - ,?:i,�,_ 11LIECOjoic' 9) COWBINED IN ANY WAY SUIT ANY I 11 AM S.W� 1H StRW SHEET � R V. - I STALIATION - � , 4 , 0�, .. . � , , , " - I = '-" NW. " "NE ( W 1-tM-6AL1 � �,?p , � " I �',. C A " - . RIHIONA-7546. 20-176 _Cer _ - � vkii .IF - 01-ma.719 __..L_� I-IRY.1 I - I DROM !�__ """"""', I;,006 fi,BNCA IN wig -:L ,-q"E" % ... WNEAL/IMINA10"n WTOt A. A, P.E - O-W WAW% I I - -1- n I , , qsNE" % . I I -0-0 (D Q) C_ -0 a) — > 0 C- 0 0 =3 _0 I- (D CD L_ 0- 2- = o 2 = Co -0-- 0 -0 W -4- CL (n . a) _II.-" = a) = -0 CU 0-0-0 -cu -= "Fn = 0 = U_ 0 0_ -2 C 0 a) 3;: co C 0 .0 -4-LI co U_ 41-- 0 — co > . Cn . (n a) cn " , L_ 0- = � co -0 .- "o C . — M _5­0` U) C�L < — -W := W = �- LU = = :�� = - ,_ = = M ,., C`5 CIL 1=1 = >< = L.L_ 0- Cc = - _= CIA = W C= OS C-4 Z: Z CU 7r2_ _= W = E - = :�5 ..Cc C> .5 DO 3: " . I. _= . U OIL 1". = = : a, = .2 ::,, MO, a= = E Cc 0 a: W " In - a 4 Z W mi U) L. a) (2) C: M 0 L. L. :3 LL11 2E < Z I ­4__J (2) W M > 0 L_ 0_ 0_ < _11--a 0 :3 _0 0 L_ n (1) Cf) M Cn SHEET NO. SH 1.0 0 sm IMCDONS I� 4 . - ON SHCE'. DN"c"S"T, (SITE sc� WALL AND FLOOR MOUNTING I SPUT PANELS 9ALLATION FOS a' 4 CONCRETE ACQUIRED r um IT. v_* SITTIMMI FOR MI'MMATION It OF �I 91 P�IAXLAN - - - - - - - - - - MUUIXN Iff POU, sw* 2 WCON, W. 1 '2 C.-C" to W`OU` INN. IT go. Pum MUCCX T ILE A� N, IWPIM- �4 �41 MAI, N, 'a- `A_ - A— _L _L J_L_ OM TIM S-Em T 'I I f 'I I -1-T T f---- it it A, 43:0_r 2 & kA not 0 WNSLAS wee,") C, _j f 3EMN Y-Y SELIT EL OMWION SCALE 1/4'.1 SCAUF 1/4'-1' UILILLION "104FEN1117 Me.- MULL" REWIRED MIT. SPAN (Ft,) TUBE MI - "-s' 2" . 3' . 1/8' VMS. 9) ,V�W;Q,4= > 4*-6' TO 5'-W 2' 1/6' 1, -12. ..t Y-13, 70 V-1c' 2 5' 1/$" - .3'. _2' 4' , 1�4� 4 V-10" TO W-0" 2" V . IfIr &INS YAf IN It D DESIGN PRESS'"TE PATING To . . Z!2,0 TO . .0 . f- ORTENFED TO 3111%djurl i SCALE 3/6-t, NGTE� MULLION CAN ALSO BE HT.A.LLED 0 STORM PANELS ON TOP OR BOTTOM 90 THAT IT G�j TOP OR 001704 OF OPENING IONE PANEL OPENING W1 TURE It,, S: 8017TOW) IN5TALLATION EIAIL-$ FOR REGULAR PANELS(l) & (1 A INTO EXION9, MOD $JUC_� r -1 ­71F "M­ ­m �,4 ,c 'CuIWIC, U]p J, u,/r A 6 ngle, --lot 1=6 IS 10 Var rMIT 1 IWAU"Qft ALTOMYE 1 SCAU-. Ile I' 1 lu)A_Otrr WOU INN Jw M91INTIN LwnN WALL moubraw ION - &MMAIII(I AW INSIAUAnONS ALTMUME SIN (SECTION AT TOP IS UNITED To +55,5-97.0 MAX. WALE Ile I- PLUALL=14 - AMMA= ks-m DESIGN PmwK RATING) SCALL. Ile I' smqy-- Ile � I' IN - 5=N sm"r- Ve I. 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +5&5. -72,0 P's.f. AND PANEL'S LENGTH UP TO 8'-8, FLORIDA BUILDING CODE LH!jh Velocity Hut cone Zons)j 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0-55 OR EQUAL f No. .2m TULTOO, LAC 20 GAGE GALVANIZED STEEL STORM PANEL F : =8070M �BE F41671 GLOBAL PROTECTION PRODUCTS, I.I.C. G7 DATE, GLIEC 074c. & WINGS=: "m ". N FIRM ga. ifw. 'A ATM III aSITONA)MR. -176 ITTI PHOW, (25ARRIP-7545, W� 20 MBINED IN ANY WAY TO SUIT ANY Pec INSTALLATION. DAMMING w n1j MOL 62A WALTER A VULT" P.E, M,CITIO CONCTIM mc`� CONCRETE ANCHORS "IR ANCHORS: SEE SCHEDULF ON SHEET I (SEE !S:81DULE CM- (SEE SCHEDWE O"­\ WOOD SC%%,_ SEE =RON ON 1. Z& 11AI SHUE7 14) sHm. 14) 7 t/4, 2/A 2A/4, 3/4 4/4 2 & 1w/15 POURED CONCRETE "AftED-\ ISO - POURED CONCRE're AMOCO 'i-i-, 1 t tt M_U _L�_ _L1 L F T- r -SEE SCHEDULE a$- rsa SCHMAr ON L 00 PMEQ (WERIOR PANEL INTERIOR ARR:LI, (INTERIOR WAR) too PAIR it 601WARA'SON TO CLASS A /e. ut, scs SAIS' (CASE 1) DO", TO pn-� (CASE ft) 1. j. �2 �11 rG (Set /14) (SEE 09 2/14) Tf I (ALT"mmic LOCATION 6T I = D PANELS) Of7AhS 1/11 A 2/14) OR CONCRETE BLOCK WALL REGUMVIT) 2: & IW/15 *A 2^ 7AA 3/4 OR 4/4 L100 & AL RKATE LOCATION I ONLE IFE SAFETY PANEL AREA W/NO LIFE SAFETY PANELS L OF LIFE L. REGULAR PANELS w/ OR LOSAFETY PAN' _j�a NOTE IBELOW) W/O REGULAR TRACKS (SEE NOTE I BELOW) AS CONCRETE ANCHORS 77777777, 7771'�111";11"_` um 1 (SEE SCHEME ON RM1011=0=6 SHALL AL WE a FOR, LIF TY STORM OPJIQN E SAEE I.W �4) IF trMOLE CONCRETE #1 Aj4/SNrAR TIC AjrW JAF DED "o'"Ev CONCRETE ANCHORS PANEL( 3) & (1A TO BE INSTALLED OR REMOM FROM INSIDE OF STM,,CnW I= SCHEDULE ONr­ _E'D SHM �.) -LD ELEVATION W" MOUNTING JUMLLATIO WALL 'ING INSTALLA-710 SCALE 3/32--1- SEOQN I SCALE; 3/8' - I. smz 3/8- - I- M_ CAP Re ­w- --I I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANV_ (ANY PANEL LOCATION IN BETWEEN END PANELS). mmm PANELS. 8 REN SE mm I) LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADWENIT TO RECUAR PANELS PM&A SEE Nm 0 (W/ OR W/o REGULAR TRACKS-) UfE PANEL CONSISTS OF 0,035' IIALVANIZED STEEL STORM PANEL AS 5EfeRPH 1-I PEA 2 OF DRAWING. SCALE 1/32*.v* E0 ,5HEEr THIS ISELF TO BE REMOVED OR INSTALLED FROM -THE INSIDE OF STRUCTURE J. LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE COMPONENT (2) A; BOTTOM TRACK to 0 '11, TI !4k, Q /P lrl%j�7 TAS II41S DRAWING. ....... . y FLOOR MOUNTED Fouowtpo SECTIONS I AS 2 ON SHEET 14, FLORIDA BUILDING CODE (HIgh, Velocity Nu M IcOnd Zone) FORIDU IS M 1D 4� 4k,, LENGTH FOR CO gD ANCHORAGE AT BOTTOM IS. GIVEN ON 20 CADE GALVANIZED STEEL STORM PANEL M*�� ANWOR SPACING FOR MPO Room TOWA INC, SCHEDULES SHEET Ik .2. COMPONENT iD&MAY BE PERMANENT OR REMOVABLE "a'.. GLOBAL PROTE 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEE"T 15. 11LIEC CTION PRODUCTS, LLC. �1_ 0 INC &W 61 STREET Run TESTINQ S, D"01NEORDIR COMPANY 4 6 SEE SWEET 4 FOR DETAIL APPLICABLE TO THE NECE'SSITY FOR THE INSTALLATION OF OWN& wm)ms-sm 20-176 SRI TAK U SWERS, AT TRACKS INSTALLED ADACENT AND BEIOND TO STUCCO/WOOO BRINGS, Infl, C"_000474% At SEm',SCmTUw_,EAFL WALTCR A, j�W, M PANEL LEHOU nL_WM2= tyk. pmi� m �n, �­W*x AIR Art, _� , �I, TO - - . . A, t '%Aw-m -.So -'= U., Pw =,� am 'MON YUM"Im OF THEM +56,11-72f -r-r OR LOS 2 1/4' 104SOLTED 1 14M IT 7 +Scs. -ma �e-e to W-a* M­ 2 4/-- t T"AU 5 7 ,00� _"D w-w TO M­ 2 1/2' "'To" WAN A A4 PSK`O` 6 _3A _1*2_ w­1 OR LESS 3 1/2' & 0 & 0 - BOLTED el I/4**-2C*V 54. " A, WRINOW 0 VMDW 0: WOLMI OF PAWL (VALID ONLY FOR PAMMS(1)& Q iNVIALIAROW AS PER SIDTITKINIS I THRU 7. ON SHEETS 4 & 51 MAX]RA)m 'LIL . DESIGN RATING tp�A) wxww AcNm sw,,v* SDI . a 'Ir - Aw MMOKAIIO� a Two. M.Nuu PAND, Lunm `L* #0 TVCOR C$ �Gvll C"-* FARELMATE FEMULE 0 PAMELMAW-.- TO 00"m TO COMMIT Sub" Ib Oftemm CONCRM I TO SLOW TO CONCRETE CONCRETE mom 1. CON`ww I COROWIT: f IRACK 7­155- TO CONCRE-Tri oommm SM a, N/A V XIA 0. 111A NIA MIA r A` 6. IT, a, v (Sonomi 0. N/A "/A M/A 1. K/A +,55.5� -72JD v w A MIA MIA v */A M/A IVA /A 2 (Tonc*4 ----I I& -(rap) ON wz 09 LESS N/A N/A VA /A N/A r fr 111. 11 N/A I- . _'I/A Kn S- /A v IF 6' IF IF IF WA .1k 42 1/2' 9 i� 1/2- Ile 1/-' 6 1/4' 1 5 IA� Is 1/4" I !. SEE Wxm m ISM ;WS= AXT.4M IYK a SPACING FOR 9,151*11� INTO WOW FIMUNE IJUNDNIG MINIM Aft MINIMUM I= DISTANCE ARE *00320 ON THIS SCHEDULE, FOR E.O. LESS THAN INDICATED ON S:HOKAE ;��AOOOMOR SPACING By MRATIPLYNO SPACING SHO" ON SCHtOJUf Of THE FOLLOWING FACTORS FDN lot, 10 BE OMOZ� MUCED PACING 09140-0 WRIt FWFOR SH'AX ART M 1OWN MASWU IRIACING INWARD FOR C" AMMR TYPE AT Ak'C*M tCXMb, #Ylom 7w UAC44 C, � I I 1 3 1 $ 3 Ra"m tvm I wr AS, 2 Ile zr '1A, - I/ INUALLADON-MAILS-MR v REQUISAR PANEL5a A M"01, 110. ""OLoe"N' UP G,-G` AND 6 1/4'aX. TO EXISTING WOOD 5IRUCTURES 7 FIAT uoiGYIM UP TO V-r � OR lt��* AAMELMATE FE"E IQ OR PANSUMIS IF 12 c. WON I I1&w_ THREADED &"o To HEADER ALL LENGTHS UP T 772T ED[ Eal EOJ wow wm RuIum no, SCOMSED WOOD w"m -4- j ffij�" jw "FOR SEE saw-DI&I ON s1w a OR - swARATIC)"I 19 GXASS_ SEPAR471ON To GLASS EQ!-- eI I-- EO� ED EQI L_ Team" _Il�. I.Q. 5/r LONO $BASS fuso" W1 S4 0,$ 0 0 114' = I \ wm -am _j FOR pma LENOINS vpm V-d' NAT 6 I 4 l/.;t c FOR LENGTHS w To Ar-V III— PMIE Do 1 -30 PANELAPITY mMAX 0 OR PAIELMATt ams 0 2 1/2- m c w" T SCREI 4, r *,,Q./ Sw AEOUMADO "2g, NAEAGOC PENqEMTCN At OF E06STIAT WOOD KATE FOR 1 PLATt yr. IA, "Iffanc a MoMOTH OF PLAIT- AMENAM SCALE 1/0- 1' ALLMMME 4W SCALE i:� A.L LENGTHS UP M W-e M­ :7 ALTERNAI A DIRECT 1111U" Effiffim -LAT[Obt 0 RMQN No INS 5 AMA% NOTE i SHUTTER TW IT 6101R8 SCALE 3/6-1. RNME 21 SCALEE 3/8-1, DESIGN LOADS 1. INSTALIAIIONS ARE ONLY VAUD FOR BUILDINGS WaH A.S.D, PANEL'S UP 8*-W FLORIDA BUILDING CODE (High VSI Hurricane Zone) UP TO 55.5, -72.0 2. FOR NEW WGCD FRAME PSF AND LENGTH TO CONSTRUCTION; WOOD MEMBERS 70 BE SOUTHERN No. 15 s- .2m F011= INC. 20 GAGE GALVANIZED STEEL STORM PANEL Fp. PINE NO. 2. / SPECIFIC DENSITY OF 0.55 OR EQUAL DEC.; 11LIECom GLOBAL PROTECTION PRODUCM LLC' TOP & 807TOM MOUNT)NOS CAN BE oka�" RAW &*. 51 STRW 20-176 COMBINED, IN ANY WAY TO SUFT ANY I x DUE— (INH)SIN-71I.S. I"! INSTALLATION. A A TkLTT PjL I... �f? 11F., REM, or 24 END STUDS 0 EVERY OVERLAP (12 1/2' O.Q TO HOLD PANEL .A, SIMS 0 EVERY OVERLAP /V A.1� HOLD P 2 M� few 11 MITI. (CASE I �MUIA &M DESID, upm. OF Vp-w 1 mx--w PAMDMAR FEMALE 10 pmRuUDE mus SECTIONS 0 6 MAMUM FARM. PRIMATE ROMP TO I. CONCRETE To CONCRETE OLD"- TO CoNckyr I To ITIOCK COMISMATION OF T"m UNGTH N/A NIA 6- N/A 6- */A 1 2 Crop) -55,0. -72.0 -9- 7. ­G- v - 9:,- __7_ 9" -�7(-w'O') s'-C, OR wSs a. N/A N/A M/A 1. N/A N/A 1 2 ITOP) ,55.0 -72.0 - v v 9. 7 1/2* 1. 1 (BOTTOM) V-01 TO 71-V .55.0-72.0 a' N/A I N/A NIAL S* S' 14/4 V N/A 1 4 2 (10 P) " _e TO I 1 9, L fr III, I ( V; i�� uwmw Aao DESION PRESSURE mw IS s/r FROM top or Noulf Got I mm a r RA� nwo w or "m APPLcASUE To SECTIONS f &� ATIO MAXIMUM PANE� LENM 'V VL TA CAIK-W I 1AFTON TO 7;9 22 3. 2 (BOTTOM) T-W OR ag, +52.4 -66,0 3' 1 (SOTTOM) V-6- OR UESS +55-0 -72.0 2 1/2' 2 1/2' 1 4' 3 1/2- 2 (RaI 7'-S' OR LESS +55L -710 2 1/2- 2 1/2* N/A N/A 2 (BOTTOM) 7'-S' TO B* II/A 2 i BOTTOM) ALTERNATE LOCATION AT Do PANEL sm ds Ila INTONER PANEL END PANEL OR SCHEOULE SCHEDULE JQ FOR 12 FOR 3­-� MOx Z(; MR&- ANCHOR SPACING SPUONO DMIL 2 FLQQR MQUNTI �N (APEUGAILE IQ SCHEDULE 2) $ME- MXIMUM A-S.D. DESIGN MSSURE RATIM (2-ad.) 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IS 12 t/.-'At� I � � ---- -- ­ I— � ... ­­) " 11 i 01 � � . , 0 Y w3a. 4 PILL, � � �__O�\� � , � q � : -i; 7-- 4, : I : " � I I " i i i " (SEYONO) I" I � _�_._­'��­_ � -__­"1:'__'=__!t1L� � I � - z � I I , '� a 12 1/2, Ol L � R"�/-12� - � � � � 01# PANUMAIM MUS W/ Q � � 7 � ; ­11- ­ I I ,WN (SEYONO" _t:;LO'. PANIELMAUT Ell WY . x, 1­____­______1 __ —7—��' ­'­­7 � � � 1/4- TAPOUR ANGYmViS i � - 1/32- W44 NUT Wm"OI - � ":_ X V32' THIS NOT WlSHER = S! 0 Wl �� Y� \ � � i , I/*- TA-emm I An .1 - :� = I _�.')=Y,� I �' , / "' "�' -,-- / � � �­­­W4'11MCAnic"REPS _'_'..__a`44' E/Vtor, ANCHORS � -"----d * t/r oz� - _____ANl 051 I , I ; le ae. (mantil '�=��__' '44--i - L I i - CUI cc - � a ­­�_�'_��__ �_\__'__ ���____ 2'�_Z_Pi24111 � (STAGGERED W/ -) I (VA"VED W/ SEND) - 0 4 I/E. At- ! '_! .!B I ­­ I ­­ _ __­_____­ 2 : 0. I i i --- _ tow��LCK - -"U"v CONCRETE =lN, I - lam= L L__&0Ljg6CONfRM I -, Pal Core:114TE �___p Too 11 11--foumm CONORM I Sto Olt 1XINCAlm BLOCK ,n I=' _ I - EY 60 R KAM SEAC RLOCX OR CONCRETE sil CK OR CONCRETE SIM* RETRARBO REQUIRED = r= Amul REQUIRED .1 REQUIRED 0EWROD .5 CD 5=10L.Ii UNING WWAUAM � I OUNTINA, IMMLIA= WAL-Wwffm ITU ch - NALIA-MOUNDS-16UALIATM li 0 SCALF 3/16--i- HM , Al 1i - WWRATOWIl 1- amum":&U, m0QN H 0 - MAXIMUM A.S.P_ DESIGN PR SURE RATING (AjA4_A_N2 .0 r'�_'.!�� 00 SCALE stv-1, SCALE 3le-1- SCALE 31Il SCALE 3/EY-I' almkla "OH"It"Awt # ul��`llil � tn . i --"- -­----- ­­ - ----- Soil S/',. , ,,, ORRESPO"Q MAXIMUM PANEL LENGTH "LN' SCHEDULE 01W..--*�alll "' vowift __M!!!� ... it - ___'_ , - - '/A�w , V0. , ii 11 � �141" .v1% 1.11 � SAM SHM 1. * 4 it* ",'"i INK A Total L"poolt" UnAl I --l., 1� , TIA - � or, I - -- 11 ml 100i IWIc ­�' ­0� e Li�= � ml Aiiam wAmw Tw 1 1%. � -`\�CEIV;�% S / -`�� Na� 44 1 ViAll FOR m""Allow oft vm __ , gyl SEE SHEET 10 & m MR AmOpoei t'n * 1 , 167 ` j� ill Qll .W� - . o' 'N' ""­ ./ % SIAM FOR WMAUAPOW INTO W= � ,l 0 -1 � I = Till i r==0k SPACRATS AND "f" FIT" 241xml W. km"m W*C" Oil a - s , - _'� WKWIM AMCl4QR0fA7AW AWL *NKAW I - - ' . , ___ . --I-- , aill 1 . f z** No, 44167 1 - - = � * .. * I VWX 01TIA40E ARE NOKATW M TERS -7 �) I ; E= EoN_AW1 l 3 * I I� * . FLORIDA BUILDING CODE (High Volocity of., - FLORIDA SWILLING CODE (Ifsh Velocity HUF come Ztme) I - - - 11 _'. ".- - �_ Jf FLORIDA OUILDING, CODE (il Yonicoy Hurricane Zone) WKME Hit, Fill, IM 1KAN MISTAM ON _:�W�4= E� ji�,) � ­ InT __�_'__ _­_.­ Hur cane Zone) DISTANCE ARE 009WIL 06 IFIRS --2-.,---- 9*. Ill -- -- ------ 1-11 I—- 11 -- - -_ - MAXIMUM A,S D, I Max� PAIIEL LEl I MINIMUM wil RILTUM 49MR SPACING BY ----------- I /'� � � "SOME FOR Flo, Lm$ THAN WWATEV 04 Vc -4 �=wi� i 1A - PANEL __ MULN"i SPACING SHOWN ON Sol Inom NO. 141of - FP, - _L_ = ;' - I fLP ESS ' URE I SEPARATION vem ALIMO. Ill 20 GAGE OALVANIZED STEEL STORM PANEL All 1Ew am wi " ii � �*j =0" Ilr!. w 20 OW BALVAN[i STEEL STORM PANEL 6 SCIIEOM REDUIR ANCHOR - .' 'C, z woo XR(A w- 20 WE MVAWIZED STEEL STORM PANEL - I - ­­ R"m In, MOLTAYE0 tPACM SHOWN ON SMAVULE "*m am Bill 04" - L 1, � �'__=�_ I Dixi, BY �q I I LLC 0124/0144 By THE fo.WW"4 FACTORS. FOR IN,. �'­_'­'r__­_"E/2_ In , - of/all1m � (".) _.___ U.C� .,. ' * � ��_�_ GLOBAL PROTECTION PRODUCTS, � PAT, _­'L"_­__,_­_1­­­ 1­11­1. I . 0 R I! '--,, -- GWRAL PROTECTION PROl DESIGN PR ' TO GLASS CONDIMN NWW" ITY, ;�A_ -- - - /K - ' "_� I I RATING (p. (SEE SECII ______t_ - Ill _'_ - ___ - RE ='THEN "i SPACING *=Kam ___ ' "'I IL ECOme. — VT,tWO WAM tOW FXGOR &IOU, NOT ­­ _­­ 11._� '?�n - " __ � -, '__ - _'_ � rl,. _____1 IL ECO _00P. s DNS) I '> ; PROTECTION MOVICTS, '��'-1 VA= OBTARM vmw FACTOR SNAIL Not .1.11­1­1�t _"_'_r'__­-_ * ' — Ill - +55'0� -72�O - MEW, Re� ,--,-----,- L � t O", F`_ =T4 8�_ii 2 3/4 UNBOLTED / a1w. 61 SrAw - For Sncm #om rim ON Il %*EMX _ "r j III Mw RE LOTS, "" mmill SNCNG 1110"m 'I� lo� " . 'Aw SM, 6 smw FL =Ai 3 TAM FL =1* MR PAP4 ANOM NPF 0. THIS SCHEDULE --- ___ ___ �E_ - -, -, _ - __ ,, � L� - - TrIl 2%r_4xr_%1. P-ONT, 050100-76WIL V,W Ses.twsl 20-176 _-- - ---_---- IIA0 PEOW, to. I I "w6_*0`ANr_=OCV1=A PlAwl OWEXl FAAGNEOW-Ill 20-176 ii ' I AI�A __ �� Ann, - To&tj= , � - �Em_ftft' ox O"'96"l 20-176 /11 LIE C 0 .,G ---�--'- '�'. -L: __"[_!��____�� - . E�� , \ ��BAL '__" - L, '�__ ` 51 ?!!! t 7, I­­000-1m,�. I '�' - _LL ­ __­ Al .1 ol V­ - �' 0%) 4.­ 1 0 1/r I M_ __ ompwto' "MiFI-Ion . I— — Aft- 2 ---T- ll f - , - om�l ft++ . - - - - An r"Oev, i . Wl i-T viong, EW, '�'�4--!5'11'4.� it-4.k. -�?F_ 4--flow�lt - Akill ft ITF EEK,%iEAARm/mTr . A - 10,1119 W& . ��o . i .� � I - EIIE v1q�noT%Mr`wAA1z E'c - - ���g- , i � Al ­- - - ,;Wrf to _01 21 'm'A' -'w wr"�T va't' � I - I , , z--il I I - I . I I I ' AINK. Ed, 4 oic? .1- I I ;;��'Ei �_ I w - - __ - __ - - _______ mi 11 - __ ­ - I . I 1 1: I R11TAU.91ON DETAILS FOR QPTION J2_fQ&_UE=� FETY STORM PAN9_WMN I i, , '�'I"ft )II!lii'!'ION #2 FOR LIFE SAFETY SIQRM PANEL SY51N — � " - ­­ — _­­ - INTO EXISTJNG _W_QOD 9RUgYREA INTO EXISTING WOOD STRU URES, I. i HAND STORM PANEL SHOWN ON THIS PRODUCT CIMILUATION DOCUMENT l HA$ SaN VERIFIED FOR COMPUANCt IN elf) MINIMUM USEEMENT of tlwcou ANCHORS AM FAMELMATE POANLE 0 & PANELAIATE PLUS INTO CONCl �___ � I - � I I- 4 1 7X__"___ -fl-M - " , v " �' � I Ill 1� I ACCORDANCE WITH TIE 20.20 ft MITIONO Of THT FLORIDA BUILDING Com BLOCK SHALL BE I I,f4-1 " �' I % � " ' "fl -1 - �_ . 11 I 1 . I I '­­-, 1 , - ,,-- 11 1 t '- -"", - 1 11 -, 11, x , , , I I - - �J_' ��­ ', 'e- - i,r .' .' ,--l", ­- I, - '��� �' r 7-- " -'r ��;!'�;iv , , ", '' . � , 51 ''- "I - "' "' �� -­ �'. I �s , I '. -1 ,w r .7 - I � - il � Ily I 1, - 11 - - ,� , � , 71""" , 1� _'� - , �' ` t - 11 , "', I 1, I - I " I � __" 11 � "';mRa,Iawt I J'� '.�*=OtLmm `�' _"'�'. �-+­ � �_='awm­ '�'�' ',�--' ��""! � . "I'm "', ' " - � " - I"' I '� _"_'X1_ -, - i FOR A PIT I ' USING ASCE 77-I& AND SMALL NOT �Xmm IMF mi (ALS' .) t/4' Ol S$ SMINA fil USEII SHALL ,RE LONG ZWOUGH(ISHOUl ANY FINISH MATERIAL MET) TO - I" � " �'� "I - I - � ij � OFO.'WO, '�"� 11 , '_1 � ,,=. - I �' 4 - 11 4.1 �� 6 . - �' '_�_ _­ � , � �j,'� ��" �11' i I __11/4`0 TAPCON' 0 i AC. "I 41470 TOPCOR 0 6' AC, DESIGN So SHEM 25 & 25� 044G5 Ve INTO ANCHORS, I ___j� � I . I "'� __ - W.'# n4l a r GX' A"01 TATOOR a v cc� ' -11. IN ORDER TO VERIFY THE ARM CONDOTOK ,GMATE OESEGE, WIND LOOS DETIOTIORM PEIT Asa 7_115 1- " - _Iv I "'� r' , ___'y /z, WNl ITORNAM 1419/11IET14WWNAT "WOME40ED , � I ­ ­1 _0w , . '. �' .� 11 ,'� , I Z I 11 li, ` �tl / I I � � N� I IL � 11 - I PENETRATION AT wow SMALL SC FIRST REDUCED To AS,M DESIGN WIND LOIEDS BY MULTIPLYING THEM BY S.5 N ORDER TO 9,3) AN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAN" BE MUND ON LIE EMSTING WALL 1� I I 1� � I . i 11" - "I I �' 52 " � , �' I [� : � ' " 01, - , � , � I � f � � I I - .' " it � , � ANCHORS SMALL BE LONG ENOLOP4, TO REACH THE "N STRUCTURE SCHIND SUCH PANi ANOMCRl � il r -1 --- `� 11 _/ "k� "' I 1 9169OR iT ';;;� phiffiAl AT wow "'. I ;`1 � I PENCR?QEQW AT WOUP HEAVER i � HEADER TO COMPARE THESE Wl ii tkS.0) t)E$CN PRESSURE RATTi NOICAYELT ON SMUTS 26 & 20, g'�' I "I , '� , Ell I 7 I ; I I NEAM I ', I '1' _ �L NEADER I i I I � wil " �' . I � L I SHAU, RE a MEMONED IN S.L) A" IN 9-1), , � " ,�i i , .. I � � " �� "� �" �� , I I � - , �' � " 1, '; 1 I �"' t IN ORDER TO VERIFY "I COMPONENTS AIM ANCHORYS ON THIS PZ0, AS TESTED WIl NOT BVER STRESSED. A ,�= INCREASE ' ' L '� 4 " , ,� J . � I ;� � � /2' Vv� , , to - � 112- IN ALLOWABLE, STRESS MR WIND LAOS WAS SM Li IN THEIR ANALYSM EAS"FAll SPACING TO WOW HAS BEEN 1_1 - I ,� v v 1/2* � , 1,1/4, ' , , / � " /41 11 �� - I -1 �'� , - �' I I � � A ='�4 �� P , I I � ", , 0 i - =P=-= --- I mo� 1rQRMINEA N ACUORDAll WITH N.O.S. 2015- _Wl '_ i " , !­ wk� 1� i L4 _'_ - j ; 11 ---- I � F:_ -.--- ----",I �! ___'__'___" -I IJ ' � � i 1/4, 1 1 �' �' j tl I'll , jl� tI (C) ANCHORS SNAU. BE INStAll Pol ALL OF THE RECONIVIENT)KRONS #no SPECIFMOATIOWS OF THE ANi ; . , __ - -- I I "I �. �� , , , 1-11-111 �' , , , � WAAROACTUIl 11 I I I 1. A , � I �� I I rr� � , ! I I I ; I �' �' ,� I � .1 w � I I � a � � WOOD HEADER I WOOD HEADER STORM PANE:S ADEQUACY FOR Al AND FATMUF RESISTANCE 14AS Rl VERIFIED WACCORDANCt YAM SIX, FEW Ilil or , f ! � I " - � � '� I , - � Min r . I I fmoulgry _____ � � M - --" . . , . I I � I i - � ' PAID LABORATORY, Ni R I 1 2032. AS PROFOOMS IRS-20t, I SHAl BE THE RESPEONMITTLITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE FRUCTURIL WHERE SKPIEP , '� I ( ' � I � , I I" ,� i ", ROD) , � `Oit ABOVE MENTIONED CODE AS PM FENESTRATION ITS EPOR 11 I I � , I 11 ; �t_� " � 11 i 1 , � - i i � � 1, ; 7 , I %NF : I DINT I , - � f 'tAS-202 AND TAS-2113, IS TO K AFTAl 10 MSUK PROPER ANCERPRAGi IRS SHUMR SHALL, ONLY RE ATTACHED To COEl BLOCK I ; __1 i i � � 1, I , I � _ . I 11", , . CONG, OR WOOD FRANC BVILGINGS, ; I 11", ! � ' e il"LL I I � ; (L ; 2R, � �� I �� , 11, � � � . � IL, 1 �� 1, �� In f : 11 i I .' � 21 THIS SYSTEM HAS MN DMIGNED 'to SE INSTA LM ON THE OUTSIDE Or THE OPENING ACCESS0411 HVE OPEN04P FROM THE ! ; : � 3 i I � i � INSIDETWIN USE IT 6 LIECUEN OR OFF INES, APPLICAOUN 15 WIT) WHEN IN'SIALIAPON IS INTENDED 113 BC PERFORMED � ; � � 12, 7W t45TALLATION CONTRACTOR IS TO SM/CAULK AU, SIVIrrEp, COMPONENT MOCS WHICH REMAIN "I CONTINUOUS I � � . 0 � . � i -0 , I . L 0 ' -1 - 1 , , -3 � I ! '(3 I mom OF SONUCTURE. CONTAM WITH NE BUILDING To PREVEW WWD/RAN INTROSION MULK AND SM SNUTT,Ell TMCK�, ALL AROUND FULL I I � i i � 1 � I : � ' . : � I I � I I I i � 'm � � LENGTH, L "I'll", I -� sttwrw I � EXISTING f NA, ARRA100" I I � ; I wtt�.=w i , I I � v = CLASS - � . i 1 I,* M., ULMER - i ; : I : I � �r='- - � i GLASS -, - aAw - � � 4� Sorl nXID INSTALLATION Is APPLICABLE To SINGLE 00 DOUBLE HUNG STYLE WINDOWS WPrN 04STALLATION IS RE", 0 P21 or I I PANEL I �Ncrl 11 - mith-6) ."-i � � I : I V 1". � PAREL Uw]R*m1" 0"", (:�J:r"' ! I i ; � PERF"MM FROM INC. INS" of SINUCTIll 1.1, STORM PANEL 0ISTAUXOOR SMALL COMPLY WITP SPECS NOCLE ; , I � I, M_ A I I I , T,D IN THIS DRAWING PLUS ANY EIWIDINt AND ZGEING I ; F R� � PANEL ; t (SM Eou I Emvw 1; t : � = I 1 �t REGUILATIONS PROVIDED BY THE JVMSVCHON WHERE PI -Ruff IS APPqAED TO, I i- - - __&"__ " I "I COMING w, 'NnAman, � ! '� I RAND LENOTH 4. SERIES 2000 IWMIA704 IS APPLICABLE10 SINGLE AND DOURE HLING' AND 1IORIZONTALL Slt�l STYLE YPNEOWS WHF14 -11 I - _� 'i"O To al I __ - (SEE NOTE , BELOW) : � 'v M­ . v All I 7 , � ­ ---- "', ----- _L,�,_V� NSTALLA1104 M: REOUIRED TO RE PERFORMED FROM IKE INSIDE OF STRUCTURE- 14, ATROM WINDOWS AND DOM, INC, E - Z HAND SIORIA PANEL SY7Eq- l!5 PATENT PENDING, " � -- --- ---- -- I I ,� _1 I " 1� ; , __ ­ � PANEL LENGTH -11 I—— , ---I'-- I , __ PANEL i-INSM, I � � (SEC Non: I BUM an *Wm to) I � � ; � � � L/4'Ii­2Il _� I ­1 i I OR sw Is) I i ,(sa NOTE I 8CLow) r - - e, - � - ' I 9 __ __ - i ; � , , � I I i � SS' ms' vj/ ' I I _ 1-1- � � ." - PREPARED BY THIS CROWDER 9S WARG, ANO M 4T PROADE � I I " w5� v/ ,-,--"--,-,-- 4 __ I 11�* 5- ALL ALEWftl EXTRIATOINS 70 BE fol ALLOY, AND 'EWER. (UNILOSS OTHERWISE MATZO) ',-'I- (d) THIS PRODUCT EVALUATION o"I U11'r 11.111; I . , 7�j , --- t 4 1 1 . - `� _'____ I i/. -_,'�T!1-1�_ i[: l -- - ­ --I ... _ - ! I I � � i , I - -,-,--I j THFORMA71614, FOR A Crf, - To ww , , 'I' - (SEC . OLISS , -, � 1 -_-� ""v. I :ME: - al somol _ i -, __"'_ 1� , "ll 1/4�4_74tl'* .... f ' TV= � ' .­ - L M � 1.1115, � IA'. A 3/341 ,,,, - I � ;ZONV/32 I'A.G*-, I - � , - - sl.t & e, WHERE TK SM CONDi DOIATE FROM THE TYr-P, ___­ - - ' � �i i � v 'j � I I i 'f I ___'_.1_1 1­11­�'­ 11 11 � I 6. ALL ALUMINUM S"ll METAL USED AT CLOSURES SMILL HAVE 31135-1414 Y, � Wom, Ell, L_'__.'__A'___YL�� _'�_ I O' -�__­__)L"S�­ L.-,---- .11. . A , 1-1-1- __­ I 14 -1 "U, 1-1 T 11 1�1� -- - a I- - __=­�' ,_ _' �_ ,! - - 1_1_1' � ;Z , -1-12' i � AUO , � � � I I 11-- I - ­ 1- � _,�"_ -11,11 __­ " � --A s' 1 7',:�'��' , 1711-11 __ ... 1;_­1_­.11 - I I . � F I I "" 1 t � t � i I �' - � f � 1 7, ALL MV- SHEET METAL PAREALS Bill KANT STAUCTLIPAL OUALYTY STECi ASTV A-451 SPACE _% Win, CALVANREM STI THIS PRimi ww ON THIS PF�A, PROVIDED FlEr',,�SHE om NOT umm mw THE Commons OnAILED, 04 � I I I . 1 1 Ie4'* TAPCTl � � , I - � � � F � DMGWT*N Wl W�5 kW IAFIER ROU,Mj, tl DOCUMENT, CONSTRUCTION SAPETY' AT SIDE 5 THE CONTRAl RESPONSIBILITY. I ­ -I I ` " , " �' i _ _ _ . � . � � � X, � __ � -Y , I ------- __ ___11,11_1 7 rr 1� ; to) ComitUll To SE ftspoNsw FOR THE w-c"i PURCHASE AM lostm"mon INCLUDWO Lel SAFE, OF ; _'� , ___'�"'�"."�_'__� ,�� il I` -, , k, 61 I - � "' I � i . - , - -1 ' I I - ­ - ____ 4 ' _,.j_ , � ; i� , 1� i 1. I 4 l � I L � I , j� 1 49��'� , __ � - I I i I ; !, I - WAU Ml i I_- __ 4- -11 ". I- " 'PORTRAIT J ��'_�* 1 1- ­­_1 - " 4, ALL StREWS, TO BE STAfWM ST Ill SITI OR 318 NS� SERIES OR CORR ISION RtStStw COATED Waal W41 AS PER Ort to) THIS PRODUCT EVALUATION DOCUMENT VALL BE OoHl I a if EO� - I _-.1 I I � ­11 ....... ;�­_'__ ­111 I .11 . � : I � � � " I I - - I—- ­ I ON AT ,,,,-,,-,- !.,,_.,___ � _L?� 1 � I v ­­ I' I OF 6WIft W/ So kW YIELD STRENGTH AND 50 k* TENSILE 5114401H & SMALL COMPLY W/ FLORIDA OUlLDING CODE SECTION 24I 1.3.34 1 1 � I I g I I � ____ " " ' I i I i _0 : � -q �' � I i ' � r I k SOIM TO BE ASTM A��_Nl QALVANIZEB BECEL, OR &WA Oil SERIES STIVRILESS STSEL, WN, 316 PEI MINIMUM YIELD STRENGTH- BECOME THE ENGINEER OF RECORD �,OR�) FOR, Ent PR0,ECT AND WHO W14L BE RESPONSIBLE FOR THE PROPER I I � i 1 . I I I � � I I � � ,I � � I AS A OrL-ICATEO ENGNMR TO THE PX,tL ENGINEER. SHAll I I � I i (4) SITE SPEl PROJECTS SK4U RE PREPARED IEY A FLORIDA. ROGSTERM ENGINEER OR ARCILTECT WHICH WILL I t i ' i i " - I � I V,,,--: � "I", : I � I I . � e � � , -0 � I � 1� I I I I � i ' : 10, ANCHORS TO WAU SHALL BE AS FOLLOWS: SUBMIT TO THIS LAFrER T44E STE SPECIFIC DRAWINGS FAR ROME; �'� Llnj I � I _(' ' � 11 __G � 1, I � � 4 '�� I , J­_ - � U 11 I � � : i � : I ! (A) "��_SQW.EiL"f,ME, � I I I � I ED, , i ; 11 ; i i I W THIS Py;l SHALL OW THE DATE AND DANTNAL SEAT, AND SIGNATUal PF T14F PROFESSIONAL ENOINEER OF I i ; El L I I T­ ."" r . i � - I i4l; � � I ! ; ! � , I I I - 1* F ____ & � � � - 1/'r@ TAPON ANCHORS AS MANUFACIVi BY ITW. Oul INC, (MIEL f-3192 v,Yj) Rli THAT PREPARED IF - _ � � � l , I I I 1, 4L_____�'__'____ ,,, -I ro. -I __1_J_ , ,1 _J � I FEE DEWALT INC i_ - J 1 , I I- la- � 1/4'Al '- I � - �' � , 9==tLl---- - ­M],i"�/ � - - 1/4* 0 X 7le CU-01 ANCHORS, AS MMUFACTURM t - Dent, ft�4= p��j f ' �Hi.l J� ____ T., ­____-1 , - JH4-TO PARELMATE Ffi 10 Lk RMEIMATE PLUS ANCHORS, AS ~ACTUGM In' EL40 CONSTRUCTION PRODUCES. �S, STORM PANEL MANUFACTUREIVS LABEL SMALL, RE LOCATED ON A WXALY VISIBLE LOCATION AT STORM PANEL IN I ocowr =01 ED, 1 ,1/4'�-21?!�Iss. ". W/ , � " , : , . ,--,; - � , - 17/r_/v 1 11 'mr III " , � I ACCORDANCE WITH SECTION 1701LP�3 OF FLORIDA INALD ARM EVMY OPEN; G I � - - "' t , I , NO CODE. ONE t SMALL OE P�ACM MR N ,- � 11 313e MY40 AVE � � i� !� !'� �ja'* i :E/V1 Ionic � )k �� ­­ a 12 I'q- Ac 4 Q) So, - � I � 0*_im P'�O I a 12 I/v C1r_ j ',', � , ��, 35 -1 WAGNER BRIEGAID) I I I , I � ' " I ­"r- ­ 11 I -A t-, _� _L_ � , , 1­_­1_I1­ --- ­14 LASEUN TO COMPLY WITH SECTION 1709_9�2 Or THE FLORIDA BUILDING Siol � TAPOCE, 0 a, At- , I I L - I '; -1- - - � � '�� , , \ � �v I � f , t�' I ' � �: 2 , y , 1, Ni � t � i ��'�dj,,`,`] 1274'0 14-CW 0 S' AC� � i I �� ,!� �) _� -, __ - 4 , A � , '410 TAPCl 10 61 mc� � 1, , f, �� � � �1' - to Ill .rw) �5 1 l%1'9* MIN, ThRENI'm :1 , , ' ' 11" 3/32, WwG MIT ki) MINIMUM EMBEDMENT OF TAPOON ANCHORS 0.10 POURED CONCREE Si -Li RE 1 �i/4- AND 2- FOR FANEWATE ___ I f1te WOOD ' " ,,, '7/frs . 3/42, WING Nut ^4' WOOD_PWME� , ,,, 1-1 I TEAMUE to & PANELIAL'TE Pl ; � URED W/ STUD) " q 'AT IAVABEH '%w L_ 4 � � ;� ii �" 11, T%qADM ; "IF/2 MOL THROATED RJUGURM - ', � " �, , j� if] �: WA"ER 0 8 �,/4� AC, Iill"I'Ll wxw "i -1 I T�" Iil`L11 I �!l ��] 0 MY - .' AT WUROIA '� I - ' I I t � I " L - _'i '1113 1611e,='.rl� � - - -,,A "� ; I __ 1, � I � ! i '. It" � 1� � � I I i I �l� A2) MWIMUM EMBEDMENT 041 1/4�# X 7/8' MN-1k,ANCHDRS SHALL BE IS 7/0' INTO CONCRETE, no EMOMATETIT INTO ' ' OF' PLATE �� _'. I � - - _"'N. PLAIr I ! " � �' '' , -, I I I I : OF PLATE -,a PREEMARE'r %0, � � -, ig 114-10 fPA P". � I � I � ' I � __ , I i�' ANY pill MATERIAL SHALL BE PERIATTEB. ­� _. _�'� - - _ #14 - - ....... 1 , - _ �� 11 - � , �A ' I - , �' _ I 1- _ � __129;jr PLATE --i I I- , , , , 0 6 1/14 0 ". � -s J� ',/Ir 0-20 SS SACDEIAX El USED SMALL RE LONG KNOU"SHOULD ANY FINISH MATERIAL EIl TO ENGAGE VA- WAL mom I � � � ' �� � � , " ,_____,_____JgWW PLATE 0 6 li'/ A " i � � � I I t �Q! 7/s, r �� MIN. P MIRTON � � rr . '�J­ - , ­1 1Wfi_A131AU&UW WE mom" or PLAIt I " � ""' � 1 j �5"MT6,M'i OF PLAIE I I INTO ANCHOK 140- gaffill WALL ]AWNTING 10fM ON Mmil I AIM �110 "I'VORTAM - � , .I-,- I I � 1 lw'4" L &= A&LL I . ,,L,---- _'L j I S M I NAl VM SCAU5 310`0 AtFm PANEL 11 I A,3) AN CASE W PREOAST STORE, FACOW CONCRETE PANELS, OR PAVERS BE POUND ON LHE UIVNO W&L Olt / �'pi'!��;_' �*V'R V"' - � -WATALL'i FLOOR, AKNORS SMALL BE LD%,EW,*H 10 REACH THE MAIN STRUCTURE BEHIND SUCS PANELS, ANCHORAGE EMU, W EL j SCALE I'le'. I* V, ,,,, "0001444, n-001l I 4�-"'Alms `� IF , "AMONONEY, BE AS REWIRED IN 0) AND IN A,2), - . 4�' `� !r_ WALE 3/8*.I' SCALE 3/81�t' ll ­N. .1 i­_m4 � - 1 A z -'� NO, 44167 '. 001v... - . (0, v_1=1w_U&rA1E_m1T.f -Aill 2 * i . s 'vi P" ".! ' iffim m '�A SCALE 3/6�# I' - �-"�N SO4LE ax�t' . '&-Z,-�"�i %.- f 'VIU.11 �'� X a , - IT __ FLORIDA BUILDING CODE Lwtgh Volacify Hur cone long) I � INSTALLATIONS ARE ONLY VALID FOR flul WITH A.S.A, OERDN LOAM - FLORIDA BUILDING CODE (High Vel Hur come zo - - - -------- � ----- - ��N*��_'__­ - �­_' -1-1 �' __ FLORIDA BUILDING CODE �bI IT, Velocity H Cane Zone) - 1/4� - TAINCEIN ANCHORS AS MARLItACTtNED BY Lj_W, RUIUX'& INC, __ - - __ 41 I l - I I - - I -I I I - _­1_____ - ­_1 - ­ f . ­11 -1-1- � ---- I -­- N=1 s � AIM Ulm Al ft., 1/4* O'x 1/8' OkX-IN ANCHORS, AS MANUFACTLIRM BY DEEALT INC, Q'YT-ISW p.'A!,) S � '. At 0 _"`______ nm TLftA IN!, FE_ UP TO --65A -72A AGE AND PANELS LEENTIN LIP 10 Sl 4 1 -, , I i2m mInt, ft- FP * 20 GAGE MYARIZED STEEL SIM PANEL -0 1 4-10 PANEWTE I'Di Q AND PMEUNATE PLUS AhCHIPM, AS MANUFACTURED BY i CONSTRUCTION, I-S . , ,1 I I Nami sr� 2 FOR NEW WOW FRWC CONSTRUCTION, WOOG WMEERSTO BE SOUTHERN 3 " Uo� 20 GAGE GALVANIZED STEEL STORM PANEL MAWN l " 'RETALIATIONS All, OI&T VALE, FOR VULOAl Wl -&a, DESIGN WAOS s , -, * I ��'�­" � ______ vel in" - I le- ,J_ 20 OAGE GALVANIZED STEEL STORM RAWL - � S f- 4,71III/Ill � UP ED �LE54, -12.0 M AND PAl LANGTH UP TO V-S' .I-)-. PRODUCIS (I'M'207i Pr'T') .- I / _____ PIKE NO. 2. W/ SpEam DoOlEfy OF ASS 09 rOUAL ::� * `-, -WIF _____' '_� I ­1 __ ,� - \ 0 - I GLOBAL PROTECTION PRODUl U . E­ - - --- PROTECTION PRODUCT'S. UC. 'I ...... 0 - "Al CONSMUCTITN' WON MEMBERS TO RE SOUTHERN s -n . I I .� O"Tu _��;"- i't 0',-, > OAK. 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I- = ' T �" i I v . 1, I wo� - - IEWA-A =-"- zm�--'_Z___0-1� � � _z' - " L- it lip W/ MERU 2 I *e _����� I END �I A, i L"_""�� 1w = - " (Il I Ill � ' 1-z' _1 mr I I - cl�;�' / L ',��, : I- '-7--­4 I'll - I REMAKIL '7777, "Z11.14p - -----I - �' I I " - ��"';��'� ' � �, E � 7777 -" t (I) ACEINMaLo-SERIEli L - 1, MAR VORM PANSIL SYSTEM CONSISTING Or FANEL + I ----I t r_­ 11 I i 1 7777777 " 7 v.r_'4(ii_"__ = 11 . - "' "-, (1), Zi I I SYSTEM CONSTFIRC OF FAKE, , I,,�-�j ' I I V i im "'­.,EAN,1 r.- 'c-:g , r - Yni-'. li= 2,000- ­j 4�013 - _______1­___E' 9.*,---- _______ _�' . m 0- smi TRAM ATTOP 4 PARELMAIE PLUS OR IB' LONG , $%.v2p - I 'l - , QaIOR, .1 I - w� SOTTOM W/ PANIBLENCIES, -A I - I'll- L'', ' ' "'ZIM, -1 , _ ,&I" I _9E_,GE%lQL�SQ�RQ.' E - Z W4 MOW PANEL Vi �' -wi,giv A4 �� �, - - I I , 11 - � CNIA, FEUCYS Top & BOTTAL Ol, END PANELS SMALL ALWAYS BE CONNECTED TO NO BILL WALL BY MEANST OF "; � � =A`i;'qrC ED I I - , -11, ="..r ... I e I "t, - (�) -r-um (�) 2!X9kM"A1_UUX,AN= (2), COG�V $HALL ALWAYS RE C IF LOST TRACK AT WITOM, Evil PANELS % Am, KvNQ 11 � \ =112-43"A " I, - IF ll R/ /4 _'� e F co.mm .10im I - - �= I'm _/I . w.'F F "I (:�) ftmj,�#.w or "I E=`TO WrOhli STMURIAM A STOP SAN 1-1 � i ` ", _vl Ol 0 a) Wilill All ALLOY PROVIDED AT TOP OF SUCH Mill SCM11,111ACT59"wrop WY I:/4'v-2WX "49"T ?.-.-.M--/ � "" 04_� ,i" I - 3 l THUMBSCREW Will J Q13i AS 0. Z"w IV , IM (An. _@ a) , I, Alt Ill "B"Al (3), "r/p. = DIED -To !NTTOM Tal 0oqhrC'-0N SnAl CONSIST OF !B9 WALL aNG Im. m'. ,aI C.* 0 , /$%'CoEm W/ 7/0'll WIND NUT OR I . - m" ­_ -.1 71 r- 125' TInImes"IEW (D I I I ly MM TAPPED, BOTTOM TRACK, LOCATION OF FAMENERS NeAV'IrAT MlaTHER OF TWO IM. FOR CAM WHEN END PANELS ARE - � END, PANELS ARE NOT z.­.-"'.-1.A�.'Cm­%'q$AF­ I __ ill IN X� __ Cz I- f OCUIORE FLAT rVINCES Of' END PANEL i PROVIDED AT TOP OF Sul Plqwa$� OR SAY I 0 4w Udwswa-MU, L. i (4)_ 10 CASE: THAT END PANELS ARE NOT CONNECTED "A fil D; A r1op BAR (A). FOR " n WHEN END I � ­08 TIED PA&WAND SOME INTERIOR PARELS ARE DIRECRY � jav" - IS, ONLY USED AT TOP) AT LEAST TWO PANELS StiALL BOTTOM TRACK MAUXI%ea NO SI 1114 I Scaz vel m I i UL w MEANS OF PAN 01 W� MRx"10"m WAREMEW " I: - AiAl IS SPMs INDICATED 09 Al .OMM-AICLA-CM. 0. CL vl�e BE ihn, NOTE W)AM IN SLIOA CASE� CONNECTION OF PANELS BE LISP imfetyEu BOTTOM TRUCK TO WALL ME � No AR IT, . i I '"i �6 1 � to BOTTOM TRACK MAY OCCUR AT (AS LOCATION, TWO PRNEEMi NO Xw. SHOWN ON � I ;'-'.=k"'. iE t-'L"' "'O"i"A I!, � OVATION ATIl V 1/2 - � _t 0, WEB � t Of a T IN, � I Sa SECTION I*, 5' Ill I' ON -'MEET 2,k SEE ANCHOR SCHEDULE ON SHEET 25; IS om CAI Eil .I . " . . - ,"`kV � 14 ;hi 8 MOE WANi top THIS 1----04 � -- SE 'a #0; .­­_ z .. in -AN - on f#,-`,'Nr'Eiil 'ma' ­ � YPI *.�". )�CEN .. "i'tRIOTIRME" KED TO K COMINEETED T INSTALLED � TYPE ON V02T w �' !154 , SUCH THAT ADACE , ?t I . - . ,to- '- , �Nff PAl % f LEFT Ai RRNIT SIDE OF WDERM Pill PAVE '� g- .' 'A' % t I� � / .1 V 1� ,iii Ei k Till ' ow. I"'.",. I, ' as _-, - — I : � , s — I Ill - �51� LL1 f I ", 1 Om"T � �5'i F �'.. t z N�pw' � . EE Bt, .'AM' m, 6�1 NOT _,� . ...... ' - . ' ' W 167 '� . G '�.�­­ . wk ' I . � P � t �' - - , __ I -, \\r. - , FLORIDA BUILDING CODE (won VIEfilcify hu cone Zone) _'_; TGA ? . . . 0 CODE (High Velocil . F_ ' I .-' W fm " a ' � No, 44167 Z :E ; I - ; 'z . I FLORIDA BILULDIN Y Huracone - --f '___ .*. � it . FLORIDA BUILDING CODE (High Velocity Hurricane Zone) � I— - 0 I � . _� i i 4 � _­�� - __ < - L=== I � -.­­".-­-- 'I 11 ­ .* -.10. I'll NL, - ____ - STEEL STORM PANEL EA NO� 4 . __ s- -------- �-7;7,l -'_ I I I " - ­___ __ j L- - I COVONEV w Am" WAY To so 00' - I - __ - - zone) � 20 GAU GALVANIZED it a L PANEL ' O* I '. OF I M" sl� � I L-3, M..1_____j S_ � Eof f - I 1 7 ' am" .'�� � � mu" or 1 ' 1 _6� - wal w.ws - = IF ,I QA&___l __1 --- ­-­----- RUML I L_L__J al/w/4420 - aF .�QZZ, '_� / Gw"L PROTECTION PRODUCTS. LLC� 01"'A"W" - MOM PROTECWN PRODUCTS. LIC. AIM I----"- PROTECTION PRODUCTS. LkC. " 'DW= S. -*',, STA TAX, SCALU, Ilr . 11 VE" trL (D M. AN (�) S-TOP It ", - I � JIL ECO,... GLOBAL 4w 6, SIAM -­ - � ­ - `0 1p"'. A, r, - ,-,-" ,, 11LIF-It0i7z'\ Ill im &I Now - I 1.1 I'll. j z ill ONO #1 , . �'..' , Ul IL Jx$iI ..' ..' EREERAW.' MIN- 1 . 20-i76 , �-"" � (OU)CN-7$-k I'A" '"A005l 20-176 P.vw-1 _Yl " t-Imill 20-176 "imin Reomol ll ms�Nwl_ml - Wel "l M, iliw� 6053-74 MUM. ALLOY =_ =�W_lm 1=9),0111-1,1011 , I � AMU ------ �1_ -� Sa'._r I - I - I - _�E: 00.04 ft PPPPPPPPP �m - - - - -1 --- I OA-00957, I It _!n= _� , � *: I ommwmiit I § I W. T -----I -- . t9 l - . .. ,X -, I `h+__1_1_`l _j n2MJ'�� ", Pf. se.,�WmArPREAiet , '&MAW4%7Z , I � I - I 1E, s"UMATAIr W47M A, 'Aw _ r ii� ! Pg� SDIA i!�� *AMR A TUAT '" RE I&L__'. Or a � I'll I I I I I V-1 A I .' I I - I - I � I ' � 0- " ' ' " " ' ' Y " " _� I ' ' ' " ' ' " ' ' ' - I I 1 77 1 - TI I F E7��'_ - 7-i' i I 'I I , �,' ,,,, i I , 1= I � I � i I I , , � � i � _". I _j - " I " � I ", � 1-1 1� i I - � -A 4�' T _' - ' I - 1*10,11 , - � L , i .1 - I I I � 40 " I �� � `7 1 + - I __ -, I - L_ All I Im I YmI4 , il�', tk W4 _�A '--i,� 'I 4 - z I I i � I I. .. . . . . I SHEET NO. - SH 1.2 _4__A a) (2) c- C/) -F0 (1) -P-0 _0 > r- 0 (3) 0 -'-'j =3 L.- L_ = _0 ______ __ _____ - (L) CL 0 IN51ALLA119N., PETAIL5 FOR-SERIE5 2009--&. 10 - f----- - _____ a) 0- 0 L_ I IQ GENER& NQ= C M 12- . INTO EXISTIN WOOO SIRUCTURES -1 _0 09 -Z HANQ 5 _RM PANCL _q - � ­­ --- __ - . a a I I .. Mlt�.�.�� PAKL..2�� BMOCUM�11 T (P ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE it-1 IQ - , (1) (1) '14". LAG SCREWS 0 E* 0 1/&'# TAPCON ANCHORS, AS M_IURED BY 0W RUILDEA, INC 0 U) -!-- �� �, - .. 11 - - WITH TOLD 2020 (71h EDTON) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #! A- TO PANCU,IATE FEMALE 0 AND PANELMATIE. PLUS ANCHORS, AS MANUFACTURED EFY EUCO CONSTRUCTC . c - � _. 11 '! kt4`0 WILD ScrIVIIA, 0 0- O.C. wj, , - I " , ICANE ZONES (MIAMI-OADE / WOWARO CO WiFS) - I i4'9 LAG SCREWS 004 Nas� MAXIMUM A.S.D. DESIGN PRESSURE RATING ("J.1 AND - � - T7��_­ -C, w/ , PRODUCTS. I I � I, *� ...... : - 1 - - !/-I* .. MORtAm PGOVII.TIOW ,. =. 2'..- WOOD VELOCITY HURR - - WOOD BUSHING, AS DISTAIRUIED 91 ALL ,POINT $(;RF:W, SOLT & SPECIA47tY t7O, CORRESPONDING Mmam M PANEL LENM "L! SCREDU MAXIMUM A.S.D. DESIGN ERESM RATING (M16fj AND COSBESENDIffl MXIMUM AN ____ - ___ __ - I I- - . � ; 0wrVO WOOD .iulorx [ r 1-11 1 RIMIAWT) ;/,-. � amos 0 6, O.0 A/ DESIGN *imi> LOADS SAO,'" BE DETERMINED As PER SCCTI,0,N 160 Or ,GL ABOVE MENTIONED COM, FOR A BASIC WLNL - 7�ill'. . 5/b W -0 0 1 -i 1,,z' IA,, nwmr,to PEW'RAMOM � I ; KAI OR ON EIVA, /?' Ok. PrImAmEn PENEow'm SPEED AS REQU40 0`1 THE JURISDICTION WHERE STORM PANEL WILL RE INSTALLED, AND FOR A DRECTIONAL;RY FACTOR FOR SERIES 1 12M E=Z HMQ =RM EMFL (1) SIM I __ TO OWPOIA AM ADADER , I ) ----(�tc.,L #14w sw4. Ei� - I TO rMST'N"; WOOD HEAPE'R d � - , , 9 , . ,': 040-0-95, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ALS.11) OMSK PRESSURE RATINGS 910070) ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2* FOR ELCC PANELAAA11 PwIl; 0 0 . �:_ -0 SWING SwmLE FOR I C AA W IM A=K AU A � , , END OF 0 , , 1/4' AND PANEUAALE FEMALE 10 WUQ-2"-MLEal-gWAW-li-�MLA*-?tLMAMOALX.IM�LA�-IMn-Ul, [L--- I . I , "", // ,I :�__ 1 Y�20;%.* 04, ]L 9 THRU 12 * 17, IIE = L_ - L_ (D 1, / , - r'l r WwJ; IN ORDER TO VEMIRY THE AEOVE CONULDOO1, ULTIMATE DESIGN KIND LOADS DETERMINED PER ASIDE 7-14 EAPILL HE FIRST 'N"-QKtn&-EAW-t6tkiA��ILXAR�[-C-ZdEU-.'L� ,,I' � ­04 CI*Y, #YUI� SMS� 1 i v I ,2 ILC 1, � I I - - �, 19) . l I" r" - ,�:_ REC410ED TO A,SQ DESIGN PRESSURE RATING BY MULTIPLYING THEM BY a6 IN ORDER TO COMPARE Ii wo, YAW, (A.SD) ,- 2 )� MINIMUM THORwer; PENETRATION OF LAG SCREW� INTO THE WOOD FRAME UNIT SMALL BE 1 1/2� NO TARFAaD 0 0- = 0 3: MAX - - - I I - � 1, , I L - SMSL MAXIMUM AM). 100"Al ANCHORS SPACING MR E. 0, - 3 1/2* - y b �I f ��'Z LAG Sa" 40 51 ac. W/ �-L II'Ll" DESIGN PRESSURE RATINGS IND"IED ON SHEETS 1, 9 114RU 12 if 17, 18, PENETRATION AS PART OF THC REOUiRM THREADED PENETRATION WN#AU SEPARATION P94L APPLICABLE TO AP. To I TO A'S.a. %9GN __ O/1'..200 . , A " acm." I m. M �, INC, 1) DITICHI 110"ll, # A, I \ , Ii r T � 41/4 1 7 A U V, " KNOROPION a LOW ar, 0 IN ORDER TO VERJ 'THAT ANCHORS ON THIS PXO AS TESTED WERE '407 OVER STRESSED, A 33% INCREASE IN ALLOWABLE 0 EC GLASS PRESSURE T.PCONS OAMI-IN FANVAAATE FEMALE Ali I sa VAX." PANEL , TABEIII & 1 /32' STINC "'T", i �L C - I WOW Alfai � STRESS FOR WIND LOADS WAS = USED 04 THEIR ANALYSIS. rASTENFRS SPACING 70 WOOD RAS BEEN DETERMINED IN Cil) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED A 14ts ORAWNC I � I I ji W`NU Aw 6 17r - PATINO I "It"m 10 CONCRETE ANY g -,Z­ I LOWHO -L` (KI I --raff­ ­_­ I .) I ACCORDANCE WITH N.D.S. MIS M 0 - ,.+- w .&ILIX -7_�3 70' OR LESS 2 9I BOLTED . 1'. V. 3, * W ( ID CONCRETE To Ca"DRUE NO CONCRETE TO CONCRETE To ,,,,,,I To CONCRETE � ! Or VATY I 'SEE. DETAIL 11,,41 4 STURM FOANEL'S ADUOUACT FOR &PACT AND WIND RESISTANCE f" BEEN VMrtED IN ACCORDANCE WITH SECMON 1609A.2 0, CA) MINIMUM PENETRATION OF *000 BUSHING SHALL BE 5/8' 1,14' 0-20 SCREWS USED SMALL BE 1 1/7' LONG MINtmum , , 11 O tu 0 > L , - - z*w a 31w _P..f�) BaL =CK BLOCK I 6"T at op. I' & 2, (TOP) I I : � I ­ 1 -3, "r A- POP ANET - C-L 01w, tm.s- I � T; I 'I I . LKM71_-��] THE ABOVE, CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS #0814,0­01 AND #021SO2-09. At- SHOULD stucco EAST, ADD 1' MINIMUM FOR WALLS WITH NO - - -, gmkow III ArviOnw. a- vWRY V I , " 2-0 A: ASTM C 3W-02 SFANWDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT J111231JI-10 U) .664, -75.3 70- OR LESS 1 2 7/8* BOLTED - 1 V III .-# 12' N/A 12' N/A 1 12- N/A i2' I N/A I 0 fAL M W ID � - I WEN11ONE JACS PER 05) IN CASE THAT PRECAST STONE. OR, PRECAST CONCRETE PANELS, STUCCO OR WOOO BOARDS BE FOUND ON 1HE CASTINIC 1. . (BOTTOM) � - , I "I 1AS-101 AND 7AS-203 PROTOCOLS. AKIO K- PER CALCULATIGNS PERFORMED ON ACCORDANCE W/ SECTION 1604 Of TI L_ I __ - 4' 1 - -11 ...... I- :: I � Ql�j (Sm Pf7m, V12. a i WALL, ANCHORS SMALL BE LONG ENOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS U) a) - -4-I, il� TIM 4 0 ?Ok3/4* SS� M.S. A, WINOMP AT OVEIhAP Or #OX OF PANEL LENVIN I)' ,.* 10' 1. '. 4 t jr��, A j I - - --- �� 1 q,, FLORIDA 81111-DING CODE * 04UR&F114; TIC U` - 12' 3- 12' S* '. 1. 1� '. ��!�� - - 8 ! - LOW), I ANCHORAGE SHAI BE AS I&NINONCO IN C 1). C 2) & C,4) U) 'R ;� "' L, - -I'm, Y�_sr___*W) 2 ALL AILIMSJUM EXTRUSIONS 'O RE 6063-16 ALUTV AND 1EMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 M a __7__ �, I - MOD (Wj ANC40115 SMALL BE INSTALLED FOL,LOWINK� ALL COT 114E RECOMMENDATION$ A140 SPECIFICATIONS U1 INIF ANC,I1OR'S MANUFACTURERL -4-1, - __ . ___ ��Lm lw,.. I - I zv,�&-.Av I MOVER IIEQUA ! 1:1) :E m N/A N/A , N/A N/A N/A N/A 12 1/2' tl" v (BOTTOM) I IZA,� 3/4- " �' 3, ALL kUkANUM EJEET METAL US�G AT CLOSURES SMALL HAW. 3105-1414 ALLOY = .- ___+_ __ --: ___ - _`S&12;T,C.1" - I � � � - - 0 PANELS WAY ALSO BE INSTALLED ACRIZONTAILY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROLIUA 6 �SWEETS 4 . 70" OR LESS I I/ ;;;; I'll �_ -0 - U) < 7" 1 N/A j 6 1/2- 1 %/A A 1/21 24'4L.4�"_ 1 �,/.-�sr'. ,.� TO GLASS, I - - `Y) GLAST I . " * Y/ "�� , . 4 ALL STEEL SHEET METAL PANELS SHALL HAT STRUCTURAL QUALM STEU_ ASTAI A-653 GRADE ED, WNWUN, G-60 G00ANIZED !HM)CH $) EXCEPI THAT HEAIXfMQ III@ SHAU, NOT hL USM, � - - 4 I /2" I r I 37' -I/.- , - � A_ - I __ - __ ___ - N/A N/A _3* (TOP) " Ai /. .�/ I .. �'.'; l2e*C, _G , I STEEL DESIGNNTION W/Ff- S22 limi (AFTER ROLLED). 12' 12- 1- N/A S 1/2" ] N/A 9 1/2- N/A 'Arr; ov 0 5 Eqw 0040 � ; f"Ir IAO, 2 9 ' ,I SHALL BE THE RESPONSIOILM OF THE CONTRACTOR TO VEll Fly THE SOUNDNESS Of IN, STRUCTURE WHERE SHUTTER IS TO ------ 1 -'/A r 1 1 L s(sarrom) I 4 i I- r - I . SLFARA�TIGN- � 5. AL11 SCPI*$ TO BE STAINLESS STEEL 301 OR 3316 AAS$ SERIES OR CORROSION REW.ANT COATED CARBON StMI AS PER DIN ATTACKED 10 INSURE PROPER ANCHORAGE, THIS SHUMP SHAUL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME Ken I _ - - __ - - - j - L -- I I/--­20,a/-- - TO gl� ,I MkOiNGS " I N. SCREW A/ i2" I N/A 1 12- NIA 12, 4 . I 2� 1 2 uf�I� 91. 11� I� 500�8 W1 50 k.i YIELD STRENCT4 AND SO r,I, TENSILE STRENGTH AND SHALL COMPLY W/ ILCIRIDA BUIIDINC CODE SECTION C= f (TOP) I �? ­4 - - - SEP-RATIN - MO. § I 241 _2� 3.. 10 EACH REGULAR STORM FOAND *M, LENGTHS OVER 90'. AS PER SECTIONS 1. 2, A. 5, 6 AND ALTERNATIVES IW, 3W & 4W Of( ",�, = 12. - I N/A 1 .@ -1 -_ ____ - - - -_ i- I 0 / p4w CYCRI-AP . ", , _F./A I=,=- - I -I i � L1. - , -1 - ­-, .--.. -I 1.� SHEL75 4, 5, 6 & 7 QESPECTNCLY� SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUITING OWNER OR TENANT YO C, 12, 1 6' L 9 1/2' i 12" 1 it- 1 12' $I* i 11 I � 111. DON O`1URLAF � 6 BOLTS TO BE ASID A- 107 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS SIPEL� WITH 36 I� MINIMUM YIELD STRENGTH SECURE PANELS IN APPLICABLE AFINFORCEMEWT DURING PERIODS OF HURRICANE WARNING E , I 1 Of. t:--=) _______J1 I 1 1 I I I - ,- ­r ._­ ­ v i (� -11 * UUTTED TO 60.0 ;f,ILli. AA.D. DESIGN PRESSURE RATING -j- - � 4 I o d 7 ANCHOP,1, 10 WALL SKALL HE AS FOLLOWS, 1'. THE INSTALLATION 'C'U'w"10P ;5 TO SEAL/CAOLK ALL ,SHUTTER COMPONENT EDGES WHICH RUMi ON CONIINUO,JS CQN,TAC1 vAMI I., .�o , t -- .--�-i R-A " � 1� i I 'Lit I I , CD I, �. t t9l, �, . I - I - (A) TDL_EAtSDhQ�R2VfW_Q0 Ke BUILDING To PREVENT WIND/aw wmus3QN W_ =.- LAj I _GRM CD __ � �_, r , v I I A - - o ;I , - J14-P TAPGON ANCHORS AS MANOAFACTIOREP By IrTLW BUILD", INC (M;lr "­,tlq?� P�,I.,) 12, STURM PANEL INSTALLAVON SI-9111. COMPLY MIN SPECS INDICATED IN THIS DR4WIM PLUS ANY BUILDING AND IMNO REGULATION t Asa SHEET 10 FOR ANCHORS TOE & SPAC*r " INSTALLATIONS 000 WOOD + REQUIRES HOW, DISTANCE SEMEN BOTTOM OF PANEL t §� , " . I I ­ I _= . �- , i 11 I j � - -_ HAAME BUILDING, 1 -11/2. ! ji �, I �_j 6 MINIMUM ANCHOR SPACINGS AND MINIMUM ZWE WANCE ARE INDICATED ON TAM AND _ I 11 - 1/4' 0 . 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALLI INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TOL =_ F_ � - - ___A� 9� --I MO, 1 j I I A - 1/4'0 ,, 1/4' SCLIO-SF7 ANCHORS, AS DISTR16UTEC BY ALI POINT SCREW, BOLT At SPECIALTY DO ­11 MO C..7 1 SOKWUL FOR COL LESS TKAN INDICAM ON S040LU RMIJOE ANCHOR VPcM j ir ­1 Q, AS I (� - I ", LIOE� V-3LOOD P'.i) 1 3 ,c) THIS PRODUCT EVALUATION DOCUMENT (P.E-Q) PREPARED BY THIS ENGINEER IS GENERIC AND GOES Nu-T, PROVIDE VJ� = By VULTIPLYTka SPACING smom ON SCHEDULE 9? THE FOLLOW4 FACTOR& PbR ,� a f§ I I 1 .81 THE PEO _T____1 - _= THIS oPM1TpN To BE POSSIBLE. ROMM SPACA4 OBTAINED UWC FACTOR SIMI I I E __ �. � C�zt% . � - I - #14-10 PANELMATE FEMALE IQ & PANELMATIt PLUS ANCHQRS� AS MANUFACTURED By U.CO CONSTALOUMN PRCCUGT`S� MR A SVC SPECIFIC PROJECT, i... WHERE THE SITE CONDITIONS DEVIATE FROM = NOT BE LESS YNAN MINIMUM SPACM RAW -W TYPE AT a 17' at ,I , - - 1/4'0 ZAW NAILIN ANCHORS, AS MANUFACTURED Err DEWALf, Ills PRODUCT < .-; = LA_ __ I , _ -Ty AT SITE IS THE CONTRACTORS RESP -4 �TVD POR EACH AND I - ! I ­ _i� - I I `1 - - - ----,I-- I H 4 �] ! I i�� 1 1 .NCL (bj CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PUR04ASE AND INSIALLAMON INCLUDING UFE SAFM OF ( BASED ON 7XIS P.EQ PROVIDED HE/SAE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, .( .2 CO = . I/i ++ REQUIRES MAIL DISTANCE BETWEEN DOFF b L A !) UINMAULI EMSEDUENT OF TAPCONI ANCHORS INTO POURED CUNIREM SHALL BE 1 3/-*. 2" FOR ELCO PAHELMAT,E AND U) -0 C ,�__ 2 _L44 40 Ile. AJK*m m �_ _44aulla - _V4 0 el- k7- - -i �f*-._,IN31.- ..s 1 3/4- FOR ZAMAC NAJUNI ANCHOR& CONSTRUCTION SAFE, OU'll, CD Z�,' I~ I'malwor -NO 0 To W_ Attie- 3/IV 91__ ,;A,4 A/ I "L - , ONSSILDY , - Fwk m III. ONI I I 9 ------ : F ""I - I -I !a I _ I - _: I I , `_� .< .4 - _!!�= tax"O 2 , OM OF FARE, �#4'. TE L 0 - . - A4,2�W - . "� 'm f 1110. y 5 - ,_ -- - - - ­LL - ___ - 2 4A I �i I I rso wTE . .* J m6IIi IT `M/�- ox � - - __ , L' .. - I 7,`fr.W2_ WING (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED ;I` 3� _= C1) 0;� � SPACM 0.) 3 3 1 �, I a J I' 40A sfUT OR I/ .A,_ - __ Ii'4TI.440 $CROWS 0 6' OX4 L 1 S0700/41 A2) CALK -IN & SOUD-SET ANCHORS SHAIL BE EMBEDDED 1/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO tI * ' I A4 w I.P, - 'O SHALL BE PERMITTED. '/+' 0-20 SCREWS USED SHALL RE I I.Y2' LOW. MINIMUM SHOULD EX � w = -C-- - ___ -,.-- - -A _777-7 � 2 I - .111111"wM110 .- = . UKM`Kq._ � A I . ;! 14 t%011IUTE1,`IU.,.w , 1 7 R.T.12 izlil�, Of , $11JEA, SwCD MT (4) SITE SPECIFIC PROJECTS SH�L BE PREPARED BY A r1ORr,A TOMSYERED ENGINCUR UP ATICHITErl WHICH WILL BFQOmt THE r -- ­ . 11 Ive W-4 �-�-) .) � ---4- 3 vi 3 ,jv __ I � 1 �- , , ie�WC-r AlAw Aw S-M-16­2m- - F.AT an Lw ma 2 " - � AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY 19E HEADED SCREWS OR ALL THREADED WRIUVS W/0 AM, ENGINEER OF RECORD (ECIA A THE PROJECT AMD WHO WILL BE RESPONSIBLE FOR THE v �,- _= = 7 , mumbseftiv Lai few A KLOOo �, 4", � 1 �X­zw^' ms- w/ ys'A.3/32' .9.11, ,- �, BUT WITH WIND NUTS PROPE USE Of THE PEQ., NEER OF RECORD, ACING AS A DELEGATED ENGINEER To THE cz MAK ICA !m mwm .i:*,��,;I-X- Pm�TIONV"wl. 11 ,�,�_­ " 1 � -" i � ALI 6 Q.- 0 C RED ENCINUA, SHALL, SUOMT 'TO 7AS LATTIER THE SITE SPECIFIC DRAWINGS FOR REV" W w :t- IT rXIM KAI ,, - � "._� = I I"r ____r _7 - � (2) 7NOIft "W12001m ,�! LAG SCREW & , �, 1/A t VOU A -3) N CASE OHAt PRECAST STONE, PRECAST CONCRETE PANELS, FAVORS, STUDIO OR WOOD BOARDS RE FOUND ON TAE ( -_ '2 . , mi. TAREADED I.EPILAX. MI,, It J.A - IN - WOOD RAIT OUw1m , � 1 �2. �1'11/�_LIZVC= viW111 �!: � Ilt" ____t__ - G RA,,S LIN COGE ALTERNATM 2" � L CXISTING WALL QR FLOOR- ANCHORS SHALL RE ION0 ENGLISH TO REACH NE MAIN STRUCTURE BEHIND SUCH PANELS tel THIS PE.0� SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE, OF TAE PROPES1,00A - _w � ie i H - 44, Z,,. w ZOO twr I I 4) 1,A)"TIM or "IT ANCHORAGE SHALL BE AS MENTIONED ft AT) AND IN A2). I ENQVEER OF RECORD TRAT PRE -PARED IT `1*­I..OI - _____r_w__ SCALE 114'- - - I III, 0 FLAT .�! . U (D r ". %lug ,. I il PLATE �-Ouw" - 11.1 OR ON ED" > '. = - - - . , - ll� IA. SHUYT MANUFACTURER'S LAIDEL, SHALL BE LOCATED ON A READILY VISIBLE LOCATON AT STORM 3112- - ____ T__ I'M ALTEEMDVE 1 "YL I - - (6) !a _r9mTlN9_��.UL_-&OC_K _*%J,_Awx_D_� MSHUTTFR IN ACCORDANCE WITH SECTD14 17D9.9.2 OF FLORIDA BUILDING COX. ONE LABEL 7 (" � ;: �� I BUU=,QU FANV_ .�= , SCAU5 1/.,.I, i T MINTING - 1/4- 0 TAPDON ANCHORS AS MANUFACTURED BY I I W BUILVEX, W_ SHALL BE PLACED FOR EVERY OPEMNO ILADUUNG It.) COMPLY WITW SECTION t7O9 9�3 Of THE -_ = . 2 ::, 11 i i I . - I'el. - ,,-,.I-., RWAUAIION - 1/4' 0 t Ys' !:ALK-IN ANCHORS, AS MANUFACTURED BY DEWALY,i INC 140 In _1 -,L -- - - ­1 - t/4'0 X ., -SET ANCHORS, AS DISTRIBUTED BY AL FLORIDA BUILDING CODE, Noma: 1_ ALIEROMM 4"W 1 /4' SOLID L POINT SCREW, SOLT Ok SPECIALTY CO = E "olu"Nort"', I INSTAUATIONS ARE O.WY VAUD FOR SUIDINGS WITH A.S V 0 , L � __ -, .. 11 _ - 10 PAW T T - -TION P I, CD �74sl,, Do$ -,� A� - ,nIORIN1110, I. _,1. ,/._.I� 14 ,LMATE FEMALE 10 AND PAMCLMA.E PLUS AAADIOM AS MANUFACIUKD BY ELCC CON-INUC "TIM .T ,,�o T 4* lzj:� .4 - ___ - - tj4* 0 ZAMNC NNUN ANCHIM, AS 0ANUFACTARED BY DEW T, . - , �Op'. Q/"�,�, J- 10 .611B, -75.1 00 AND A10EL'S LENCM UP TO V-70 � � , SCALE 1/4'­� All INC - . I ....... In (_$ 0 e� 2 IOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 10 OF SOUTHER14 19 � � - 0,k!;�� A, 77,44 .. - ��ENSj`,7-e 1�. PINE A'.. k, *I s-ECm DENSITY OF 21515 1-0 EQUAL. � I - I �r - � 0. t) MINIMUM EMBEDMENT OF TAPGON WAKIRS, MCI) FAMELMATCE AND ZAMAC NAiUN ANCHOR, ONTO THE \,�\G EN I., FLORIDA BUILDING CODE (Non High Velocity Hur Icane Zone) . , ... ­:� ­�O,i:OEN -�. . BLOCK UNIT SIJALL BE T 1/4' - 1, I. , ry� �, �f .. 4`11"', % !:, FLORIDA BUILDING CODE (Mftgh Velecity Hu Icone Zoms)j - i ;,- � - FLORIDA BUILDING CODE (High Velocity Hur tcqns Zone) - "M ` . N%W6,44 '., 1 *,mla moco� - F11- i .. No, 4� 1 .1 - = .am 'fillm - wruh, I z .1 -. s - 9 �) VIM -'N & SOLID-ScT ANCHORS SMALL BE MUDDED 7/0 THE CONCRETE BLOCK VNII� NO E IRENT 24 GAGE GALVANIZED STEEL STORM PANEL Ofi w '. - 2 - l/2- LONG MINIMUM St401,110 tO FX151. * - = I . * = 20 WE GALVANIZED STEEL STORM PANEL FA - . No, 4 �w. �3101 "I'l 20 GAGE GALVANIZED STEEL STORM PANEL I - SDJCCD SHALL BE FERMITISO, 1/4- i,­20 SCREWS USED SKIIAL BE 1 <1_2����_ "It",'" OFANY In, , = O`AAI . AND I� MINIMUM TM WALLS WnA AD STUCCO. � � - . z . Kx� i� ,-. " �__ .m . I"In/2"No' DAY AT -.- - ON '. __-, GIJOM PROTECTION PRODUCTS, U-C. s.d., S1 kTE Of-z_-*v7t�-­;�,' IOOO OR 7zoo � ONSTALIATICIOI TYPIE QO! Cf �, zza", - S, -�i STATE F :- = 5-11 sz1rz3A`rt4M ".= I L * * !- _* * I or Stop &,A Q AT Top As * : - - Ur ( ,Uuo R,,`,H9 a 1"I.KUWAIA DDIPANY "t"l, �L. 11 ,P , --,,. n - GLOBAL W. 51 swm 11 1P, 'I 0 !DV' - L- - IL izoloic \ GLOBAL WOOD &I:I%w w-WIA -1_z_.1 -..-. ,a-- . 20-175 s .�A .. , , ---- --- PROTECTION PRODUCTS. U.C. 'MR, I - I , - S, PROTECTION PRODUCTS, LLC, oY/m/to,io 0_1) IN CASE NAT PRECAST STONE. UP, PRECAST CONCREn PANELS. STUC.C.Q OR BOARDS � I �__ . A4- -- / JILIECOTINI. - �m _ '20RI - *Ai f,_ -1. - 'Rill) ,� 0. - LWAMA-11.01 - (.51k"-M, � ......... �Ov,; �, i \ - Sp]L_0a_Qm or ALMMAM 10P HUDER XQW_049�,'�'- � 'L Qw $�., a, cnrm CrISYIN0 WALL ANCHORS SHALL BE L4740 ENOUGH TO REACH 114E MAIN STRUCTURE BEW40 ,,sE:... mqw. FIL =1 11*070F I - - _TWM_ D�A� .1 - IILT Afo'� ("KAW-lbo. FAIL 1 -176 0 - TALP, , *7 cry 4�14. YL `1­ ANCAORAGE SHALL BE AS MENTIONED IN B l) AND IN B,2) , I ` , ", sm/sis,ix,.w"­ MORMIUA - I __T_ .11"' - �ww_*=N_Ew=1I.mf.y - wm-sw 20 TOP A w7mw ADUNTIMOS CAN ac 0040"Im ON AT, '111;111Y�d "' . / .. 1:.7 r-RK - P,am-- T.."-?$�, F.: ("O", HHKIP"', CA-00,W71. '11_1111�1�11 -I I I I X. - - - �` ..";,"U�x *%MR A. nItp . - - WJ0 � ., CM ­... 20-176 " -11,441 JoHm'Fl, suiUvotuft"Ovwn V-0001i -.f - I - I .I - I - OR~ Ifr I WAY to Sl- - i.ST&INTION, I SO"- 1/4' . I - PC SEA mommmm"i'm . L.__­____._­.___­__ , A A�, Fz _. - - ,A"- 1 '41'" :ff--_4 1-111, SHM 2b Of EA � NOT, SAI � Z, �,,� fi� I - __ - EF - - -_ - �! I I I F 1 �, I �!T -1 ;w - -... I I == .- - I 11. - I! *.gsl , 9 I - - I I I w ___ - - - mi I � .... , J.) ANQ 99RRL`MWhj *1/4, 3/4, 4/5, 5/5 & 6/5 COMPONENTS FOR REGULA . LIFE SAFM & E-Z HA 9 STORM PANEL.SYSTEMS MAXIMA SING PANF1 I I E JLL ONLY FOR REGIUR STORM +2/4 IW/6, 2IIIII 3W/7 & 4W/7 IN5TALLATION DETAILS FOR REGULAR EAKa) 1, Mo ANCHORS (SEE SCHEDULE ON (SCALE 1/2-1") PANW IMAUAIIQN INIQ EQUEED MCEUL GONCRET BLQQK_*_W= W 7 I* NON. ­7____ -,--- SHEETS 8, 10 &IT) I -----.--..-- - - ---------..--,--- - __31 M" F INT9 POURED CONCRETE OR, CQNCREJE BLQCK 518UCTURE� - - ., __ __ _____ __ - __ . _15.12S. CJOIAL WIBI _- � - __ - - L - ----- ­ ---- ------ -- _- - �2.18r- - PlAwri 5(b END-W "I'll, - - 13-" DR 1 6 0 J � - - CONCRETE i' __ I . 11.^_111111" A1_1QE_Q&JLQMM _�Trifr - -12 -.1or 7 OR rzw-,Ucol�mm . V7= R. _- ----' _-­ --­___­ I _,W (EFFECTNE WIDIH)­ � ­- -- --'--- - I _____ ! f __I- - - ,it. _ I STUD RNErm D.M,,O� (�)l 4 I -I- I-- _r`­1_"i - - - F-1-7-4--r-T - , - T-T _1 . �, " BLOCK .�L - " ' - - malu-18AC -1) litIll, _ � I . ; AgOuli ,Ixii�, REOUKRED � - . ­­ ­ - 6 1/4- rjYP I .1 I'll � 1 �374;� ANGLE 0 6 1/4 ,� . I CONCRETE ... , CONCRETE ANCHORS r n � _) - ­­ " L " L - -_� I .12!�_ , 'a w-me - - i ---!---- 'I,- _ , OR 0 12 V2, cc � I � I L 1, .,� - I'm , - - 1,3sir..- , , 1.2550* - w .18 � �/ 0-v km ftwRliva) MAXIMUM PANEL LENGTH MAXI UM @,@Oro 1 1 1 1 1 1 1 � ,I I I I I (SEE SC44MLF ON - L , (SEE SCHEDULE ON - ,I 4'�11 I - � I 0 i 7 " ,�w - , ;,'.w. I . I N i ,alp, 1, I I �)L' I 1 1 � � SHECTS $1 T14RWOH 101 sHrEm 9 IAROuGH1 la) > `P EXISTING POURED i L � I- I - I r 'L+' OR -L-" (fi) 0 "L+* OR "L-" (ft.)* 1 i � _4111 r, C2, CONCRETE OR . ; " F---.-, ---- . ____ I ­ -1 i � � i _11 I -1 I CONCRIET BLOCK, S' awl I " Im - __ . - - REQUIRED. _ 1 30 , - 11 r--,, I I'l , . -it MAIQPIUW� JL" CONCRETE & MAXhAAM A$�D, CONCRETE a "GO i i , I 1 1/4, F__ -11 ­ - I V_ , CIL " A, ;� m , � , , i O� 7.4�_, 0 4 - rg)j I', 11 J, 1 671' ­! -, - DMIDNI DESIGN I I ! ! I I I ", 1 1 1 J � j I ,� � 1/4 1 O� REMMED a&VANAZED STM , __ �t, 1. I I- __ - , 1 _� --I ­ _ - - 11 � i .I, ' ,084' 1 , , �_ 4 WALLATIONS t INSIALLATIons t [t I - , - _ � - 1 1 ' L I - [";"­ __ ­ - - -, [ -", L iOAXI­­ - -----,-'- � MAX C014CRM ,.;4,,,,� ! ­_ I - - � AM �ipl " ',­%�..2.0)0- : ,084� - . I ials^ PRESSURE PAYING I PRESSURE RATING - __ I _­­ ­­ I .- I � I - _ _ ------ -- I ANCINIRS I (+ If -) � _..__,_____1___i_,1 - . _ � �-, I . I EDGE ,$A, -491 (P.T.) (+ - -) -L+ L, � . ... F_ T, -I ,- I . '�,,,�' - I I I . F I �10 I 41-1t) r , I A � (SEE SCHEDULE " ,,�: -TS 9 In - ", GPM ao mmmum 2,125' I I " I- --- 1 1 I i I I - �',� - ! I SHEE -ROUGH 16) �� _a ��,,� -1, � , C-40 4kV. I . 14,-4, _'. - I 1 --i ,:, ,,",�,_ E; � " I I __ DETAIL A I c; , -& , - __ ­_,; - � "' . � D&A ) _____� �O 12, 1 1 I . . .1, I DETAIL A -1 i _- -2.0pol � , I __ � - __7,F_-_r - __ ____�_, ____��*___ . T, � L I ! ­11 --- ­ �OM`,, -F­-, � ,L' � -��.:;�2�,;� ", �,', - -, I - �ma ?."-Io* _+ �.�,,��t,�� , -�-`, : � . I- - a3r­ -1 _j I _____ ___ . __j - ���­­,i,--, I - __ _ I -1 ! '_� A � � -�-.��i�: �.`2�,�'��'_�:� ,�L�� f 13 .375, 1 ____�s 10 - I � � �_k I I I - I I - 4 - 11 - - - I I "I" I I ELS ;,_ , ; i - IT r ___ I,* 5 i L 'I 1 ! i ; 1.350" (1) STORM PANEL -t�:tw - L Il'-s' ;3-,- ja a .. - ­ � _4)_ I i I I _ - ! . ",.1- 1 (1) I 1 !�, I - PANELS SHOMI W- INSTALLED ALWAYS ­130r_ __ ____:n,-D- -1--;a=_ - ---- ,;],� - � BOLTED PANELS 11 - - c!) L� L � - M LEFT IV At" W/ 112. um (:�c - Mr "..a. I ­ � ­ I I - , -§, S. M.S, BOLT "" 1 1 I 5 I : . I i M�o fa, TO- ft'-*- (SEE I LAP I � I I L, ATMEND AT LEFT SIDE OF PAM (�) M-UM (�) AMILYMI-MO I ___��___ . - SECIDONS AS I �1' � ./ I - , - _. � C, �­ I I i ­�Y­ -- ip�yl a AAa APP I / i 1 1 (SEE SECTIONS � 4­­ -_ - - .1-1 ___f1___- .- --t-­ ______ ­ __ 1) I T -4- � , ,-­j � I 1 9,-4* 9'-2' 1 AS L_ ­­­ r_�W=��,,A,­,�_ ,� -� I- -_ I . - , , L 111"*a� CO- .... i I ,, " -1. , " I I SEPAi i ?ATIDN 0 11 I= A 0 it SEPARATION 1. . 110 � �­ I - I - - !, � L I i I , , ; (�= I � ���, ." 4-110 .91-8* i . ii� 11 -I' _1� I , � � lyp� TOP ENE __._!� _____ ._±�_ __J!�_ -_ . . - 11 ! - k I I- -- To GLASS, ­ .:141 -1 S TO GLASS. tv� �,',,'­' ,,,;,- I OF P", 0,024* (wm) __­Bi_0_____ -Ti7- __i__1r ".17 0.-,. 0*-.r ­`1 ", , "I - L I I ....__,_ GALVAHJUD SIM .--- - ­ __ __;;�_ I j I I I , , ""I, I ON SHEET L -I-,' � _____ I � , Extsil (SEE SCHEDULE I EE SCHEDULE I . 1 1 FKNIEL�S'yq IU�_ -1 I ,� ii-­11 �_B�_;;;,_ __i7­ - I I i i I - 1 , 1 ,L* MI IT , ==-.) i - zw . 0 - _,S; ___ __ . I , , I I � 4 C I . 3) * I PANEL LENC ON SHEET 3) I W/ mvium ewe. , ", 1-1 .�!70' 11 siv, W:i� r_ I ; V, f I , I =� I TH It I I T ( I I �_ T i. P114M -, -,_-_ ­_ - 7 __ ,11 � * ,,� il�_j:_ _'_;�_ ­ - f I I 1 1 � I (SEE SCHEDULE 11 I v U.. I .- I -, --o' ?'--S' 1 I , I > ±aas, L . i I I I I i ! , I I ; I 1 1 i � I i I 'P, , ( � l� V M- I . . - i __ _ � � ,_ i . [ I 111-111 I , , _ ____2E_0'_­-__- _­__-_ L' ___wLa_0___ ___ . I I t TD GLASS. I I PANEL LENGTH � - - 7'-2' -1 l � : I I ON SHEET 3) 11 I PANIF. LENGTH -1 ISEE SCHEOUL, I I& tSEE SCH ?4` �1` � _� � �� ,/ . ..... !�O W-o* IA_v 6&0 I'--#' � I . � I I I I I . I - - It I I I - r CDULE 1_<� - I - I __ I I I ! ! CONCRETE ANCHORS It-- , -1 -_ I . 11 _`1 (SEE SCHEMXC I - y ___ __ - '. �rill I i I i I , (SEE SQ.- - I ON SHEET 3) L� --;- -4 ON SHEET 3) _,� 1___ __ ­_1 � ,) I _i:� - _­ ­iD-0 ?,_ I 1 � , - , s7r�"I_ , ­ -1 / � i 7AD ,'-a- I � , I I - LAI j I __ I IT I I � ; i i , , � 171T "_�, ,", ,�_-, . - - - I I IL -_ - - -I- I - - _L1 - -, - - -1 I - . I r - .._,,S4 0.250 � - -2;7-0-- -1. OF I - . r� D. M.. (�)- 01 : - -, , 1- - L -1 a -f - SHEETS 2 1111OUGH , - , 1. _101 ______ �!,!,, ,__ , -6. � - :: - I li�ld - I - C1 ) It I I -_ ---r- - -_ SOX � I - ��_ .67' 0 �� , , I A-%" MI I I , .L. " ��) , 'b-M* - - - _:��__ 1 .625- ,� �� I!,' 1� L. j I I U . -..-...-] EX : t MEWMED . : -_ ­�­ -1 MO ?,-z* -1. " :A­�,�,,, ---,;��, I I __ - 2-5911- ___ �,_- I - _7_� 0612no, .---!n-- __L_!i_ _!:--l�L_ U3 or U4 '- ­­ ­_��: Mo - g � =4 I I M", - : I L k "� I I I I � I - i mm� 11 ED% I ­,M� I I - . I ffIro - 0 3/4, 4/ _�1I%�-�,,Y,z�II, __ L I I �._.','_"�,_"" "i" -',I_-"� "' � � - 2.250' - , I , I I " f g - `� , " 1 r - Cl "', �� ISOMETRIC VIEW DETAIL :__�w -� OR -.11 ­___ I : Or 'L, � I \ - 77__��' --T--;Z- no, 7- 61-11, 5, 5/5 & 6/5 ' ""' I ,-� � � � 1, , "' LaR­`111i`_11' _,�L", 11 I /_ - ,��_ I 1- (@� - - _,_7-_1;,_ i * 2/" L*'Ilw4j. 2W/6, 3W/7 & 4W/7 � LP A"U" 3 *:,�,-Am �',,W,,�,,I`,�n�,: i MALXI - , , , - � ::: 1-1 W-0- __;7__;��_ --7-2- " 2Q0 6.-:� ­1 �Imll Sit- , - _ - -, - � � I 1 `11�14 11, L I'll -1111, -1111' I ___ I . : '" " i " � I �_V__ :!,� � , ­;`1 , - � � I ROUNDED CORNER 0 ENDS Of FOAHEL'S I - 40- ,0"* I ----!!-,I- _1:2 1104 _ ir 11 S* To, _____­­_­-ANCKORS (SEE SGAEZKJLE ON SHEETS 9, 10 &11�- � ...... ­ I . -­ ­: ,�, , !��,,,,, I END UP W/ HEMMED EDGE. " �]�-` ".:,, �_+ "I", -12;;, - _.!!:__4: . � 1b i I"Ai; 1'1.-� 0 I � ,!, i : � - 11 ,L_L__ _ffl _1_;7Z�_ � I I _11"""`� I r--21w - - s4i_ I� - , 000 10DO IV-3, , E p ,, I � ILD. � � 4"T S) - --- - .., - I � , , . . I R 1. L I : -_ a, - . , ') i �i,'-,.­�, I ......... k- 1w. sormim ____L - REGULAR KQ M PANEL ni- ELEYA , - , I I v , l 1`06.0 -31 S�v* 10.0 __ -r S-4- NIT.S. __IION ---- ,i- "L "ct I EXISTING` POURED r/1. ,I 101. - ; -m-i ,--I. Z687, ; 1 12 (Ir- I . 1SOD* __ - Ew or PANEL a, I � , . fi_� -C I067- _a , �) M HOL,E WASHER Acuff" 11.0-0 - �V-7, __ ,/4' Mo, GAP ­ L� � I. , CONCRETE OR __ - - I U, CABLE) -, 4 ,-� F I " ­ . - �+I ---.-- - - __ __ - ("I O'CRIAP -1 WHOLE WULM , Ar ­- I'.-.,- - WISHER Nom, CONCRETE BLOCK L CONCRETE ANCHORS " - _��L ,L - 5,_61 .�_ I -�_ -, ,- ThAl"A"AAM11PAII I -_ . �,`.` - _3�760 I TYP.) I ( 3105-1,1154 ALUM ALLOY @ KEY HOLE -AT PANEL - I-'- 1 7150 ITIEV --A � I i co, � , I - . ,,,E'�, �, I L - I I ., -- - REQUIRE(). � - HEDULE ON - - .- 1 072' 2 jL - - I ____ -_ 5�5`,L --- 77_9�e - I *'-e I -_ .9- % I ; , -_ 1 E12 ..�. ". 11 I... 21 - SHEETS 9 THROUGH 10) ,i.` ' - _11� - � I I I I ,.,A 11 __ - -1� a W/ MI (SCE SC 211 .SCE SIM 6 its 5 - -_ - - - _____ - -_ - _'O_ 'YO, w "� . _­ I ­ �7%' __ .813, LIMITATIONS IF , L - V1111\ /awNi � ./lIP-1111 / MIN / I , ,`��` : I- MJO - Of If , "' �, .. � psr -, 1�' "I", E � - IF , " i IdlIB - WHEN SCLID � 1�1", 1/, , _/ ---/ - . \--/ \-I / \--/ _.I&LI �,,,�. L - MI CALK-11% ANCHORS ,�,a.,,. � I " : � �_"­�_ I 19 L I - I � i . F, - � -1 12S, t_ ONLY VALID Ft. MMuOr. I ., GAP * LEO I- (!!�11 ARE USED .,:�RWHEN OR CONCRETE BLOCK I i � 5, (�) Sam 2 I /a "'RES "MUM SEPARATION V GLASS SCHEDULE . -0-i SECTION A -A L � CONCRETE ANCHORS PAMELMAM EXISTING POURED CONCRETE � 1,1250 I, ­, MAX, LUM I i A 'W­' WOOD STRUX' I M"Imum WOO SPEED ,g 170 -Ph WIND SPEED A I70 -p,h j L ALIERNM COKAFFE 1 � _ amcma POURED GONCRM_ REQUIRED, I __� f- .."...1. - ­ 2. � PAI LENGTH ­ -, J ANCHORS - I- 014CRM BLOCK REOUIRED. ARE USED 25� 1 __ " I i L-1-ow - I I - OPID, 37%, or) -_ - I ____ (SEE SC14EDULE ON mazotto W/ STIJQ ­'j I ;;;�E_S�W_IEO F��STRAOMLD Altaft SLIMES 9 -THROWN to) B THROUGH 10) - - `193* : 112e 2.0i (SEE SIC MULE ON , - I a. _. 4�w.), 1 : ii�----]-S I/A, I- VAX_ ALLOWABLE PAM UNUM FOR A OWN TNE.=71DESKIN I= - I- 2,50, -- ---- t..l I _0, * � - , I � 30 on LESS 11 1. 00) L*� MAXIMUM ALLOWABLE FARM UENGTH FOR A C A. D. 131ESION LOAD. SMEETS 1050 L_ � . .250� 1 , 'I .750' C". , I _ _. >33 TO 90 -I- -;7-----T 7 ,/2' It) PROCWURE To DETERMINE MAXIMUM PANEL (�) US_!ftLjffQM (�) 'U" 14EWER -I I_ I,/,- LING"t ------- I' MIN, To S, Mo.. ----- OAAN A POSITIVE kBa, DBUISM LOAD, DMMWE TOAKIALIM, PANEL LENEFIH 'L.' FROM SCHEDULE. �_ __2 . 1. i FINAL MAMMUM ALLOWABLE PANEL UIGNOTH IS EOUAL TO MAE WfihWM DETERMINED PANEL LENGTH BUILD -OUT MOUNTING NG TING �R SLEFM I" MAX, _OOCI - ,L ,90 TO 1.5 1 7 t/2- 7 112- 1 GIVEN A NEGATIVE A.SD. BMW IM. DETERMINE M"WILIM PAM 110am 'L� FROM SCRmAJE_ WAU MON Diff.cl-m2m . 1. I BETWEEN "1+' AND 'L-*� w%m 6 @ ANGLE .j. Tmc '145 To law I i - I 7 1/21 - C31 SEE SCHEDULE BELOW MR MIN PANEL LENGTH FOR POROSITY QUINAICAITM SECTION 3 ,:, I -- -3.000, -4- w%; Opnifthns (�D 9 EAff&_H&= t 06TALLATICINS AM *BOB ARE LIMITIO)TO . 95 P..L � - SCA 3/8-1* SCAM 3/9-1* SCALE 3/41-1" LF � iWA - " � �%�I;;�� D_144!_WIW FQ I A Ginm-m JINQ QO9Dffj0 � I .,,_g� I I 7 "7 ,� MIN ­- TNNOI, � I` ­ , ­ "I I. - I 1. I � t. ; I 1 BE � I - I 11IJ 75. ,082: -N)f %-51-. (USE ONLY FOR t-Z HAND STORM PAi i 6* 1. If- TRICK .. "k,inKno .-I ,". __ r UNSj �,� STSTEM) SO63-76 ALUM, ALLOY 1. .,. _S`X1 6* Is? STUD Y�ZK 4e, - 1. -V,- `IIt. f­_ ?".'-ifT-_ - " � .2 MIN . _s TOP , , _­.- � - ­_ 01" ..'. -, i I I', - _­1 = HEADER HEADER TRACK ",, � 6 . 71, , I GODI T_ r`m" . f 1.125i�� .861! , � .**. I BOTTOM = OF - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -I-- - 11 FLOR1111 BUILDING CODE (Non High yeIOCTty Hu cone Zona)l 11 I . ", . ,�GE ,�, -.. . 2 1 - - - I ANDLE f n .. 1� ,. �L, "- z : No. 44167 ,, FLORIDA BUILDING CODE iton HIjh Velocity Hur cant zona)i - Am- - ;. � , - , ��, _,ON a MIN, 0 Z*� * ;wz . F,P. 1. i -_ om TAIM `1K. F�. Ii!� .. .. � '140. vl=. mc, - 123, , r I . Alt= IXTM � - 1 DIRECT MOUNT Air 32" 32- 351 w 50- , - , 0. 441G7 ". % �-' 24 GAGE GALVANIZED STEEL STORM PANEL - ' - = *, 24 GAGE GALVANIZED STEEL STORM PANEL E .- * 1-- .. ,089" 1.20" 'IF" - . C , ,*- STATE OF " - -:: 24 GAGE GALVANIZED SIM STORM PANEL OMWN VC , IS*I:1�5* STUD ANGLE � * . - DRQOW IN, - , o.44167 . -_ . GROWN BY L MP-) , 0 -.-- t - , (�) _!!1�3V -2* - 1 '. = , - = *: - "_.. ____ -, �'\ I '. I z i . A w/p/mo MOINATION a W=MS - . * - : * f -_ - , ' 11LIECOm GLOBAL PROTECTION PROMTS. LLC. "Ohm' 55' 1 32' � ___�2� 42' � -J�6 *. TATE or �6 a-'O'. S TATE 0 �,� <a'V W# -��t- - - 01 it GLOBAL PROT Mir I -250' _L !,� _ ___2!L_ 0 � � L_ _ �- SEE SECITONS - ,� _ , ­1 MIN . (X) I -r TRACK __!71 BID �__�� SEE SCHEDULE ON - ". L _ � D'�__ �f C. � "m S.W. 61 STREET _ _ __!!�� Z� C. \ GLOBAL PROTECTION PRODUCTS, WC. It E-D. - EDGE DISTANCE V 11LIEC ECTION PRODUCT% LLC. ' 7 - :� - - WZW­AI__ - ,,rl '. 4M SW, 51 STREET ( TOP & BOTTOM VIOUNTINGS CAN BE S., AA -'IT, Ulm w ' I ' 1, Z� DM FL M31 T OWL h, _w" IRAILD-IATI _f - ___i�H___1_ - ., Pi GOIN I ---,.-�,,-, ., - � ,,, - PHONE, DHAO)IIeI­7.6, ,Ax- L , - / ., . . , , "--. - - - '** P �. - ----- WMa A, �"� vla:, s*_ 51 STREIT - m -204' A � &i M 33414 - - _!!i_L_5_6i_ -.-. AILL -z-.--- - C3�-� MA $HEM 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 0, ItORIDN , "ZO Kow-Im. m, G*Otemi-m, 20-175 - I � "-704. fm O.A)MAO-Orm? - G 20- I 75 20 (g jWLQ-_Q9L_'f_' (R BUILD-OUI !E* @ Ok 4�� USHERED WN9NUT " I HU,, - 1K_.ts=_=___%`PI - . _W_ [ A. I- I ORWRA �r 9 32- I 32- ,I 3e W­ , 56- 1 58" - � T.`;��� � 17-5 INSTALLATI N, ,� " " O-OW710 Lm- - - - � - I CA-amils -^, "I I - I - -.1 - I - I­j - - W= A 4, A iF , - I #;;Nw01wAv__Tr MI& 1w & _- � -­-­------ -,I-,,, I.A,&t . I (ZAMAC 3 ALLOY) _ : �� I _ _ "I'll", ,� 114 �6710 �! !W1 W� am= I I I � OuAWA,; ft: MACK ANUE : &I ... ow a or M, IT! ,4 . � .L. ", -E ­4­ . I I I - PAST 4 OF %a I - ... ___ . I—— I A - - ------- ­_______­­*��L --I- � � ----"-------,-.---- __-, . _=Z J"'IPP2 , , I I - - - ____ - ___ __ ­­- I I I 11 I __ _____ INSTA LATION DMILS INAMUATION DETAILS FOR RMULAK-E . _____ INSTALLA119H OETAILS FOR REOLAR PANEL I INTO WOQD INTO POURED CONCRETE QR CONCRETE BLOCK STRUCIURE 1� , - - - ­7 �- -- INTO M99 ERUCIURU � I --'--Lt-L,-L .. .... ­­WW_­­­'-­_­ ____ _____._____ I - I 11 ,7, _- - -,'� � ­-, �1� -_ I I -1 � I 1. L , . 7 7 if I SEPARATION . - I - I : ;I; - -_ I I - "� I __�­­, I- ! - 1 _7________: WOW ANCHORS I I I �' I . �, , . L I n I - -1 ­ TO GLASS_ -- __ I - I AL7ERMtE CONCRETE - I � :I! - I � I . I � � � ,� .- ,� - I � - (SEE SCHEDULE , � - ALTERNATE LEG ,- - . I ' , (SEE SCHEDULE ON ,- - - /4�3011' 1 L 1. � � �, ­LJOCATION, A " 11-1, jl� I SHEET 11) 11� � I , � : - 5 " HOLIS ! ON SHEET 3) - ;i 4'.B* L-: - . '. - I j - �L - , �� - --- I ­____ ­ , ,ww I �� I I L CONCRETE ANCHORS __w0.Rs.9LrTIm. EXISTING POURED CONCRETE - 'L I - 'L 1 03, Al , .. RM I - I � 6 I/C otL ENkr'S"TNRGU��p __ � (SEE SCHEDULE 09 ------ EIRSTRIC POURED CONCRETE stirm 9 THROUGH lot , I - I I 1- ­7j��__ ---TL- I 1 Z2 1 1 r' �1� I ��, �, �. _. � ��`? ------- " " , - _ L� - BEAM �. L I I I .1. 11� I . � I . I ADEQUACY OF EXISTING WOOD I - ,q I ; r 11 -,- OR CONCRETE BLOCK ,� � � --- �,!i �, , , � " __­_ - ---- - --- ­� , 1w nr -7­7-7 !� i. Cn _1__j I, SHEETS 0 THROUGH ItO, OR CONCRETE BLOCK I RCOLIOMED. /, 1'� I I I I I 1".. 1, I I I I I I - 1-0 I a , : - . i ,-i, I � i�� , Z, , � , , I e I I �� -1 I REQURIM _5TORNATE LEG , . L , , ' . �� �i 1) I 1, j­ 'L ­L' ­­_ 'I.' MR., SEAM TO BE CERTIFIED BY -1 I ­­ - I I :­­- fa I 4 MON CONCRETE ,._�,L` WOW EA . �, , ,�� , 11 11(32 1 , ,,� ! I � I PANEL LENGTH REOSTERED ENPINEER OR � ' , 'L j �� "�j "" ;_, I � ". , 1�,_ -I : 11 I " a) � 11 .1 , , ARCHITECT PROR TO SHUTTER 1, " - 0 k", I � �� L � I , - I ; (SEE SCHEDULE , , . 1� I I ­ 'Dw , I , I " S , , I , _ I � , k­_�_­_ ­ ­_ -_ INSTALLATION, I CHORS I ­1.__T__z! I I - I l SHEETS 2 THR 1_� e q - --- , I I � ON SHEET I , __ _ �, __VDD ANUAQF_ ALTERNATE WOOD ,w ---' -_ i� , , � _1 , At, - 1/4-.tl m WASAIN HEM, CD _�"�_'_� IT OPT- � I W, ` 1/4, WOOD ANCHORS - �,._ � �!�' - � � GER 9=� - 1 � (SEE ;a= �, i" - I REQUIRED � 1�,_ I I -t morq �_ , , �02 � �, , SPA ,�r � ,' - i - � /A. __ ___ !, 4-i MI Y� c aftfm lF = - , ,7 (SEE SC E ULE ON (SEE SCHEDULE ON i I I . , . L I o SKEET III I I : -Ea-�-M_�,. 0 'r," 0.4 9 ­ P" ' ./ ,AI 11/4' = - � 1 --) I � � - __ - I = - I= ST - W/ - C_ "III, I ,_� 1*1 - - ' ­4�/`_`_ "' "'I"A wo -1 � Ole �HIEET I `15 ,' I 1� i t ; -V 11 - I 1 1/2- . _� � r* �', -- , .SPACER __ C, Or� , , ,4r, I i ; j I RETE IORS '," L I - -� 11L .. � 1-1) r I I LUMN � � MAX. W1 .., 7- f,7 ;_.,,_ I A, $2 ,/2- Or- (D [__.___. IV" '- ­ I CONIC o" ,` , , I ­ ��­ ... ­­­­ - I I . , , _I - ", -, -, ­" " - WOOD HEADEFJ - I I ii - -1 - , � _____r_ 4ORS ­­ ' ' - 1*i�ll . . � - . i __ . . , 'lO i I ED � _1 I - - I ,/." - - (SEE SCHMIJ, ON � I I REQUIRED I - ­f C .- i --,I - - --,-- WOOD HEA _t. I k, 1/2' ­­­ -------L-- - L- I - -1 - __ - ­, ,.; - - =f iz� - - - EJD ... I ...- - (n I I I : ,� i I . i I - " L I I/.,_1IrYl" a I1,A], 'L I IS 9 THROVG,, IQ) _,�, ; � e ,, I k - - I F� I SH I' , i __ I- - - = , , I (� L I - w­� '_ I I i , j ; � .=, : i .1 IT I,h I I � I I . I- __ L� , C8) , 1 1 _!_L I� -r I : I -'s `A`Au� _ I I - IT, 11 : "" ' I 1 WC, 1, I 6 ­ ­.. � , i 'L, M., I I I - � ­ " I I i . I zm-i4 I I ­ - I WI 6 I/., m er i 7 1 � �­­ . PANEL LENGTH I I -�'T--- , 1 ; � 0 I" MAX LONG ALUMINUM SPACERS 0 12 1/2' I WOOD ANCHORS 1 � � � � ! i x I I E I i i I I � � ,. � I I ­_ SCHEDULE OiNi- �MIOI ,g,�� r ! (SEE � � � " , ; I i I ", AT I 4). � vm_ 11 - ., (�) I � � I O'C' (SEE TABLE it ON SHEET I 1.) i SHEET I LO 1� 11 : I I e i . SEE NOTE - BELOW FOR LIMITATIONS FOR H, � i � . . I - � I FOR I SEPARATION IT WA. �',I i �i_, i ; � � , I IIr LONG SUMVES, m I I > .--;a >A � SEPARATION I & SCHC_ I j_( TO GLASS, 0- I L � , , Wf1. I �� � - I _O(JI) mi* 1 1 .0 -, � !�� EPAR,ki To I - - P-: C, I � � � IT i T 41 11 two, . . -�._, I ,�o m � , T UNCIIN f � � I IS , a (D _ � - - If,, I - . a � I I � ON Sw_m SEE SCHEQUI MA`L I , �F) ­4 GLASiS(SEF - I -I I i I 0 �__ � ION TO GLASS ULE ".00 ( ,, I � I I I SCHEDULE I 4 - , - , I To Gl I PANEL LENOTA I : I ;;A�- , : � I f (SEE SCHED I 9 & 10 ir I ME SCHEDULE ULF � ;I; ! ,/.'.-2­1 � 0 1��/ ` :!��, I,-- � ON SHITT " S I UN SHEET 3i ,_ I , _-PIANE1 MATE PEMALE LD 09 PANEL MATE ON SHEET 3) ,3- Mi, SCPARATM TO rl_Assl� I . --I (SEE 90,11ORALE ON m If , '! woap* 1 1 Ar " i If I I ', I PLUS (SEE SCHEDUL-F M SHCET It) � I *L MAX I I - , MI.,. !, L I 3) V. PACER ON SKEET 3) ON S14CLT 3) !__ - , -1 __ I- t f , � j. - I. ' L_ = - � . - - ____ r 4EV 3) ;�� ­­_ M=. %_ M... 11�­ : ,O, --V-,-, (OW)"Off PWR_ I - - , I , I :! I ,,1 . ! PANEL LENG--if (SEE SCHEDULE PANEL LENGTH . t W41H OWN r-n I l' If Mi, ,�� I - = 0 � I - -.1 W PANEL LENGTH I - - SHEET- u, � I " AT. I _?� L ---- ­ A L'L:e � , '*;� I I r - - - I "_,I I _ ! - I ! /' a . - 1� 1, " i I I ":_21, S , -� , - - i , .1 M. I--, 'L, MAX. 4, - - ,­ - - _- � 4 - AT lvo AT'6L !--A'o ",t, _,___ , , I ,� L �� m.rm __1__­_ - � -- - - ' o:� (SEE SCHEDULE . , --I ON SKEET 3) = i 2'x4" WOW _-_,__ L I i - __ 11 I � - I PANEL LENGTH I ' ' ��,,,, ' ', ,, ON SHEET 3) 0- I ; I ��, ; =I� .1 4 70 '= PLATE REOUIRED a . ON SCHEDULE Milt. I i ON SHEET 3) - - - (SEE SCHEDULE + - --- - L I I I k�i_ q __ , - _ - --- EASTINO , I _` I (SEE _ _ __ - =Tftl� I I GLASS ­11 I I __ scliEbLILE -_ L � # SEPARATION 11 EX-11ING 17 GLASS _ A TO GLAS& i 1. _.__`;� �,,� . - - =� 0- __1 I ____1.­___"­__ -1-11 I 1 - , " ­ _,OA­­­_ ',.�_,_L, -1 SHEET 3) 1 SHEET 3) 1 ---- � OT__ -_ I -_ I It _ I I I I * I j� � Al SPACER 6A 1__ Z ,. , � t::��­-__­­_ - -_ � '' - 'L ", -A -1 � (SEE SCHEDULLE I (D L_ �__�_�= 1�_ __ I - I , �1� SKEET 3) � DIRECT MQUE __ _____j ,� �A��_ . ; I I , 1. OF *L" � I 1___. ­ __ _ V' , -,- ------ -- --'--- I I I I � ___AY, - _-_ 4, _ I _ I 11- -C MAI - i � I � I .--- � I I I AUIRMUlff-M I I I 11 � < ! ON 5ft __ w I 1 1 OF IL �. __ _(f) I I SCALEE 3/6. I' $09 1 1 I I 1_01 .,`%- I (i) _', - ,,, I Mo. . 7_717�_ -, (D 0 ! - 1, ,L ­­ ��CS*, , I j � I : , I SPACER - ' a i I , - I _L­r , I I � ,� I I 11'11'1111§1�112�,W,1'1. 509 ; I i 11 sox I'- L' - L__-::�j . 0 12 1/,I,- O.C� SEE TAB�Ejt ON SKEET 11 F R MAX, PANEL LENGTHS AI I I jr1_4§ OF "L' 1 717 � 01C. i 11 11 - ED �vg!,,� -, I � OF % , ,,�. -, 0 ; DESIGN LOADS, FOR INIS INSTALLATION. I MAX - t 0 "� I " 4 I CID - I—- ­ L, I , _____A - : I � MAX I , _ of Ir 'a I ' . , .1 I IV, � �'-,��11 , ,_ I i - � ,a, U0. � I (�) - I 0 12 1/2' O�C. r i . .. I - -t-­1 L- - .1 I p I'll , I ,:, - J ,, I EO L , ­­, L I 4 I II �� 1 __4 1 I'M I . I . �, � L � __ _ , 11 I i 0 Mi i I J��,, �1, - - - - - - I !� �I� - , ' L _- -- -- "' '- I I I : I - �_, - - - (D !!I�j�--_-­- '- I - It ­1 t lor_�_2 I ------- : - " a 12 1/2- QC i - 1 =3 e , MU: ------- - . I -1 No fInSH, I I. , 0 1 1 - I I----- � , I I I r __ ____ - � - I L '� ________� I I - -1 ; I : I �- L - I I ­_ I � " "�-,-.'.�z�,-,-,:��.�,�,�"-",-, � LL �� CONCRETE AN - I AN ,_ - I � - ALLOWED I -_ i , Ox C -0 - ' (SEE SCMEDULEE r ,,� -a SCHEDULE LIN ,_�-, 1, . � .,I . I Eb - -1 r- T! i I." : ;� � I . _ i ­ I ED �,: - ,I- �I - �­, . i . . I 9ULE T ,� ,� .1 I � I ". ..," I _11 ,� .1 (s __Am� 94 1 1 1 i T . � z , � , ,�� - _ I I . � LORE 1 . - �� . ' - F- --,-, -- - L- ­BRMM= %J ' ** mm I ' � I r 4 T, � ,..� I .� t TM%�k A 10) , ON 1 . , � � COMCRXTE CHORS � If ewl.qm CHORS 1.11,111 i I EXISTING PO Q � ,�,,� - f-_4) WOOD ANCHORS F i L. i _ _ �:­ 1. L ,... EDGE OF WALL. OR SLAB SH , SHEETS 0 THROUGH to) ,�,,,;t,,, ; i�& 2 I /8* LONG MAK,AL WINUM I � I MAGGERED W ____1 __ I � -LT. CONDITION) ' , O.C.PVAIJO FOR EQ - - __ � ,.- � � � ­ L- - - __ __ , __ _____j L 1 I I / STUD i - --- - _____ _.- 11 � �­ "i I - .. � I 1PACM M WY BE I I Ir LONG W, � I , ,_� REQUIRED ­_ (A ' _ � I I �� I 0 ". . (SEE SCHEDULE ON -_ - ­ - -- - 2 xs- WOOD I I AND AND. - I - - �� - �­ 1 : : I ' _� ....... L , ----------I ". I , SHEET I I) I , I : L . t q L_ 1 3 4' 1 � "ISTING POURED CONCRETE ALL OMC44 LOAl I . - 2'.4' WOW PLATE . I . 11 .. ___ ___bA CONCRETE BLOCK EWSTIND POURED CONCRETE , LENGTHS PER SHEET 3. , ; L � � , (1) IMSTMUMON 15 LARTIED TO A ONE SMAY SWIMM WITH 15'-Q* 1 - _­� , _ -- - - - DECK RCOURRED REQUIRED - __ - , � L lw ANCHORS CONCRETE ANCHORS � � � Off COMPETE BLOCK 111.1 �i ".1 . : HILQUIRID, i 2*OO4' WOOD ,-, � , , �,� � � � r ­I(4 I J �; � I - I � I SCHEDULE ON - � _A 1' MAX� UM ALUMINUM SPACERS 9 ___ , _) *tam, � MAX MEW ROOF NNW ITHIS IS A P"IRCT" FROM MIN wm ANCHORS ,*- __:_ : � ------ - I , I � (SEE X&C Ow � REQUIRED FLAT- REOUTRED �­ � �� "' ft,WK 1"w CURRIORLY ADICA= ON SWEET II)i. ON 11 ­ _ -1 . CU 0- , ___ ___ ' ` ­ ­_ ,�,, ._ - OTC_ (SEE TABLE 01 ON I - I-, - ___=var-j1tsErD I. , SVAMT. To I ED , i,," __,,_'j,_' _j*94* WD (SEE SCHIcautr - ­­�_-_-_-=:� - � I . � � � SHEET IT) 12 1/2 ED 11 - 3/4' ) W I I _-_-=:� SHEETS 9 THROUGH 101 I , 0 " ft= 7:T/*, AS �:: 40 ANCHORS QWM � SA MPANRL "It FEMALE to OR SHEET I 1) - __ L I r I � I SHEETS 9 & 10,) I , . 'L � t�f - I � � LATE REQUIRED AWSL Wot Aw AT 4 1/4' Ox. - - - ____ . . - ' (SEE - , - - � � � I ,i, SCHEOUtr ON � GZAS THE VOLLOWWO COMOFPDNS AM il.._1.11 �111_1_1 )M , I � � i'3 tl�� NAPAIR I . 11,� � SREE 00*4= Off"i I ,1 GAS 19 A ARVOIXTION FROH It 112, ", APAC04 , I , ,,I L - ALLOWED ON I : F 4 low Mi. ­ 2. mi.. -- - ­"_ - _1! "I � L I ! I 0 a) BUIUL-OU movH11HO � I I 1! I (11 = In Cc" PPISSURE i 1;__­_­ __ MILING A&D WAWA MQUINTING /PjRgJM WaME85(l OR I L 11 -, I �, I is 460, -65 I"Ll', i (3) MV. 24 WOME PAM UDKPH 95 UM1= TO W AT ANY OFEAM I U) ,M MOUNTING SESION 5 '_ �L _, , � - P't �� - . MO Is A AMIAC" MW LARM FAw, mabs AlLatow OR � SCALE 3/s.1- SCALE 3/8-l' � GO WIMMUM STORM PANOL LITMETM It 121RECT I sommAr s1fw 11) - I THL* I NG AND ELQQE, MQUNJING BUILD-OUIT MOUNTING L. m ALE 3/8-1- 1 1 WALL moumm m I rk Q I I I I 0I I I/21 IVA SPA= ALTERNARIT H SHUT I 141ALIATIM ITS Okty I t WALL MUNTING I (1) slam" P94EL omxmmom a Owy i M n �m wwn- - I ALTERHADYE-0 I INTO AN DmWQ WOOD Few WILL I 3/sJ.1. YAW FOR WIND ZONM I. 2 3 As By N SCALE 3/8�1- ALMNAML-IN I I r-l"o,$T.NWM " THE Zm Vnh =or V:n.c� � ,�,Aflf #;4", SCALE 3/8-1- L. 00 .."; SCALE 3/8-l' 1 (4) M79LAMM VAU I � I 0 r 1) � I mars I. I . ? Gw_Y MI "I i '0100"00% 1 _ *!4 X 00IIIIIIII00, ... It, I "A'Sm"I /P�_� - - , I #0 1, #I I % . xN11 . Pki L -"A-"' .__7' _7';-_E____ g�..�y 1% ��-.-,��---�--.----�.----,"-------. .1 ______1__­___1 ----- --- ___ ____ ... I VAG Uj - � . 9k � %I �­ / � *� ", _0 --�� -% , '. , .., ;> . = , 0 v ` 1, V,,% -40 ., %, ' .�, IN= _Z 11" NO. 4 '. . , � -`\�C,E%'%� ,It� -11, - kvtmf .,'�\P,Eiv ** . , FILDRI A BUILDING CODE (Non High 9h&1DN__Qf_3E01QN'w 167 FLORIDA BUIUDING CODE (Non High V0IOC1ty HUrrICINwo Zone) 2E fi�.. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .. ,*� - � VOI[OCIfy NUfrIC0110 Zone) = *: . z ' 1. INSTAILLA71ON ARE ONLY VALID FOR MAX, ksti = . - -- ---- f f c.44167 '. S *I= MI1,00. I- F.A. I . INSTALLATION ARE ONLY VALID FOR NW� ArS�O. ' = 02M Tram "A;. . ."m ,mrfm AII - = .. 24 GAGE GALVANIZED STEEL STORM PANEL N2rLfa9_QQmwmU2bLQE_9mw: f � NO.44167 -- TOP III 80 M MOUNTINGS CAN BE DESIGN PRESSURE RATING (p_sJ) AND .., * 9 < , - ONAW &� z - t 24 GAGE GALVANIZED STEEL STORM PANEL I --,, TTO PANEL LENGTHS 1 I% STATE OF . 24 GAGE GALVANIZED STEEL STORM PANEL I LAAANi lnf� , = *_ , * i - DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTH$ *' * IN ANY WAY TO SUIT ANY AS PER SCHEDULES 0-4 SHEET 3 '� 2;�-- A. .. 4; ., - I z a ; * J I = , - COMBINED ,,,:, I� � �. MOUNTINCS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = DISTANCE GLOBAL PROTE Mrm COMBINED IN MANY WAY TO SUIT ANY ALTERNATE ��W`) s . . �\ ON 2. FOR NEW WOOD EWE CONSTRUCTION: WOOD., 1\ w/vAIM 11 Vli% STATE OF�_-_'Sm ' - " -_ - �i!� GLOBAL PROTECTICIN PRODUCTS. LLC. OATT, 1, , . __ 4w ­� � S`F`CT 00`11� O - MEMBERS TO BE SOUTHERN PINE No 2, W/ S ILI �, I I � �, GAAL fl- 333L4 ORIO , DENSITY OF 0,56 OR EQUAL, � '114 'We"',L, 51 STAW - �$, _�_ G 11 -;AP, PIIW� Uu, -E, FL M. � �/ .wh! =I. = (SEE SCHEDULE N S� . z 1�_ -�� CTION PRODUCT5, LLC. "I'm TOP & BOTTO . , 4k__ �:_ / I I L I E C 0 IT Mi.. � GLOBAL PROTECTION PRODUCTS, LLCO I INSTALLATI � "� ' E.D. - EDGE $... STATE Olj� 11LIECO.. CIFIC / 11LIECOstme MOUNTING$ CAN BE . ----- � "we S.W 61 STRMT INSTALLATION. ^� tuo far"m a ENE" _ � . - � M.:L E 7_.==== ,^ZoRmIt. � 6z�� .T NOTTING e ]IRGROLEFIRM i IN�. "S -. "' SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY -1. I ,� 1. NODIAI I - - - 2. FOR NEW WOOD FRAME rONSTRUCTION: WOOD 1� i�'p P,­ ,t%o�� IMIIA ... MO ___ -175 1 - ='�. =,%.­ li�;W_76*& FAk DOU'�"_Ainr? 20-175 a- M­ NAIP_TIN�, FAA DOK -175 - OO­ L Z iFo- .;�L'. - ,_,AM _MOO 20 ! / POOL ")MIR�75*L, FAIL ROSOXIAW-1097 20 INSTALLATION. -",III , -IQ BE SOUTHERN PINE No 2. W/ SPECIFIC O`"__j,%k­ ' __ -AN I 1UNA1 ,-, __ � MEMBERS n - _ I I i 'A - UWAV4 NOt m;;;�_ W." ON; . __a --I - I-1 I , - - AA.T -w- T -I - < ,,,, ,A-0=719 lr�l ,,rWT -.0wl RE. se-J!"'ONATAIA/DATE WALTER I vU,Y A, P.L I 1 INOA�� DENSITY OF 0.55 OR EQUAL, CA Is P.r� I - 0". wmv OWMI I -1.0.1 "MR A I I I INHHH-1 1--41-II, w4m I VIDUT .- _4 I smm I Of in _j , , 4 t7 FIX - . MY7 � �. L2 _rlm'A i Age? " I I � UR'"We N* ILOINSO Uc 4 ­w , I --- , -------- 00VUL � �� i __ - �! L_ _ I I I I a_ m� I IIIIIIIIIIIIIIIIIIIIII � - A/Z N I r-, , T 4 , 11 i T -, - , I T z * , /� - :, 6 "' 0 1 M I - - � 2IM-4 Il- i I - N/A 12' i _ 5 ". 'p_ II! I` A; _ E 31 ,�, - ___ *_]111____:_ _ Ai .,. -IL!" I .. I rl/,L� . P, __ I 7 T­4-1�. [A��`11 - I I i � ! I , I I I - FI/4', ; I I � ItO_ j _ I 4 . ___ A I , I L I I I SHEET NO. I I - IS H 1 0 — - - __ ., � - —;I 11 I . 11 .. I .11. I I I - � , r­Mffi3OjMj iggillyqU ,�Q Q - ­__ - F ____ END CLOSURES QUAILS E0_R INSTALLATION IN PQURED CONCRETE, I I GONCREIE BLOCK QR WQOD MUMBES, YALID FQ8 REGULA9, LIE I SAFETY & E-Z HANG STORM PANEL In a�STEMS I A-- � - 11 I I I _�__,____ �,� 1� I J,(3) 0 ,6 OR f - Ag.", 2w, 4 = - " 11, �_ I.,. I _ . �k 7 2, � 3" . O93 alos "-'.-gI� 1,� � 1�. � 21.4* WOW FRAME 6063-115 AIM cw ALUM, - I �, . MEQUIPED I --' ' I .�, -Y,..--Il (a) & 0 ANGLE WITH �,,�, " 1;(400 1 � 1 __2 IAPCDN 0 �C! 3/4* � a , , 0 � __ " X­ I. BLOCX 09 2�,C WOOD A FRAME- POURED I(D 1 114'0 .1 ; I -1i :1 -f - - , � I � A' ... I- , I REOURED = I , - . 1� I __ - - CONCRETE Alit - - I I- -" ANCHOR 9 "r OE� 1� 2 1/7' _ I MITI, I , ;*.4' WOW FRAME _Z, OR(g ." \47 ,Ile �, REQUIRED ,k ,�,, - , , - ` � 1� ,,,��, " .. ,�v " " , � 1� . I 1, 1, ,� _fw ,�,, , -1 , ., I *1 ,,,� , I I I I , � , , - ,_�,_,jj - J, I � i liv ­­ ' / ) , � I ,�� � I ,�__ 11 w ,,�, - I � o_/ 1_1 � , - "m �Z­m � �1_ - I 11 , I -1, � - _1 I � y ANCHOR I � I = . 11. - - - I 'A' 9 12' 0 Q 1 2; , 2' . .-I,,- TV - . "". - .- - ,I - 'j .1 VAMS I - - " - �' I S' - V", GONG, 1, AtkIL I 1 I 5` W. TO- I 0 ANGLE OR " - 11 I �f 3IOS_T`I5A SHEET .01AILD LONCREM CONCRETE - t. - �ac . I I� I - Et� AtW DENT PLATE W, SLOCU 09 2'Ne WOW FRAME \ j �, // i I-= .1 11 - 1 2 1/2 I L I /1-NJI -, REQUIRED - W_ , \-� `- / __ , � , i2l T/; /// - W., . ­­%� . - - - - j NO., LP 0 ___/ lie - e VTr �'fva­" To A, " ,2!IMI� I 4- CA w6a_ �'O, WIAC.Nut C�t Al- ANGLE CASE 0 (PLAN) CA5[ 9 (EL 4 - AN) SCALE 1/4"-I* SCALE 1/4"-I* SCALE 1/4,.I* SCALE 1/4--l- � �_, -----,- ­V - I SOLM-wr DR CALX�N I , � - � .11 OF ELOO PAODA'Alt .i I MAW ETE - , . (9 - - At 7.. TV AND 11 " ---f'5,,,U OR COmcREI= Ii wm OR I - _, 4 I" PAWIMAIE&NUM \ ,sx - - - x It OR 2%4' " ; _VUU` li� � __. ( I ..QR.F;%-bA-­'k,, VARIES FR. 11143PS) z , VAP=`V , tc)& ,I) Mft PANEL �. ,,, - - FRWE ,� (4) & (9 � � OVERLAP BEYOND 11 27W WOOD _ , !r M., I , I REQUIRED Z-,�', OPENING WAYTH) :�' A= , i j\, I �� I �_._, . �, jj�,, ;,:. --�7 - ';;,% -4 ­� f , __ H ­/­ M.- I - W-OUIRED .. , - ,� . I , " - � / 11 ..... ,� I --- . . . I / I I— ­a,(2) OR(4 6) - "",­," - I �L�`141_".L'11`1�1111 �IaA&"111` 4 �; ` -- 01- z,.=.w -- - ___ i I I \ -, / ffm < Ef PARN"'E'D T A . . . -__j � I I \ WAUL (NEVER CV ONO PANEl) 1 I I, - 8-0 OSTANCE 7 !7 - - -� v m, I I __171 771 i . �, I � 17 i , , , , i � 11 I '��, I , i - I - 11---\ .�_\, - ,�� v-.;-- - - - j . ...... � ......... f�. z __(_ , . I , A", - . & _.%_ /,P�', - / \� / �_.. lie V TIZI SCALE 1/4'.1' X;,."- , ", 1\1 , � , , � �CEAI,y.*`�qP __1 __ / TN,.6 I" , "" lk VkM FOR DIPECT MOUNT INSTALLATION ONLY At * 11� ___1 �� - V, el % - CERTIFIED PANEL iNSTALLAPON AT WAIS W/ , S & � 1 = �, No. 44167 " S SURFACE LEM VARIATIONS WTHIN 3/4- =*. . , = ; * .: T. x FLORIDA 0 UILDING CODE (Non High Velocity Hurricane Zone) :1 . � CAU F (eLAN) il , �, 17 -204 ninct, W, 24 GAGE GALVANIZED STEEL STORM PANEL I DR �­-W� . , . -, A, nbin .... SCALE 1/4--l- $ME 114--l- .,., % �__ ' I / " \ MWORML P . TIM / 11LIEC01mc._1 ION PRODUCTS, LLC ,,, m . 4" Sm, 61 SOW DAW, FL 333I. , 11461 ..=!J =3 I mow lei'llI7 f - (W)M-75W I".. (1064) 20-175 . __ CA-40011719 -.1 - I - 11 � ft. Am mAL/wwuw,/t.m *Ntlat A &1; 4 , tv, -A 4 I - ,­ . mm III, , � � - =­ I. (VAUD ONLY FOR PANEL OiNsTALiATiONS AS PER ALTERNATfVES 1W THRU 4W. ON SHEETS 5 & 7) MAX. A,S.D. DESIGN PRESSURE RATING CPAJ) MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 ­_ APPLICABLE 1. ALTERNAThe CL;W�6 OF THEM - MA,,U M 0 PANEL LENGTH V (tc) TAPCON LAG SCREW PANELMATE -, _ - PANELMATE PLUS WOOD BUSHIRG 137 14, 'r iw (rm .___L3L_ ___i_3L_ 13' - is- Ii - Is- III (BOTTOM) ___L3L__-_ ,/2. zw mPi --i -,/2* - ­ __8;___ ___.n/?:__ ­______ _!__1LK___ a Ile ­­_____ __iMK___, -,z 1/2- ­_ - ___� 6 i74�-- - iw-Tm-7-;)- 51-W 09 a" L T#-Ciii;)-- - LESS �& -45 OR LESS --,--F-- .___­_1__.- --"--��--l�-�---.-I��-,----13,-�-�"-- 13, __ __ a- __ - ---!:-- '. __�L_ a, -,------- - 3w (BOTTOM) L--.---.--------'--------�-------�'- Is- W I3"____1s­___4WlTOP)__ ". 13, 4W (HOTTOM) 13, is, Is- a 1/2- III OW) ----L3:- - 13" - 2_(Onq _-__i3L__ .- - I ---L3:-- .______i!i3iL___ __�:_ 2W ITOPI _± -,/,* __ -.-± _/v .---! -1/2* - 1 6 1/4' ___u1LK__ 1 12 1/2' --,±Ilr - 6 I/e 2W (WIT') , - >5' V --T7-- - e I 6 1/2- 11 -- ��-!�ITQUP)� 14 �'. __ 4 I /1� 4 '" : , _"I.�2' , __ ___ _ _-i--- 3w " " 97' 10 �2i .-I � _i/!:__+ -- -, I /,. __ T---�� I._ T�t __::�__ -- �_ __ �. EE:: ii,--) I __ 1 13, 1 Is- 1 I ; _ _ "_ _ ___ v, --i =J) L - I ISEE TABLE #1 FOR MAX, A.S.O. DESIGN LOADS & MA)C PANEL LEN�HS WHEN SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2,W` ON SHEET 6 1 MAX, A,S�D. DESIGN PFMS$URE RATING �OAJ,) MAXIMUM ANCHORS SPACING FOR E.0, - AS SHOWN ON SHEETS 6 & 7 ___[A.1 LEI , TO I GQ A,*,A& OF THEM - '"'MUM I i� (ft,) TAPCON LAG SCREW PANELMATIE FEMALE to PANELMATF PLUS Woo D BUSHING ". 13, 13, Ir Ir , Tw (TOP) I is, 13, - ir Is- - a- Ile (BOTTOM) __ a 1/2* a Tyr 6 1/2, - 6 1/2- --- . --- VOF) - - - ­ ­­ � - --------- __ - 6 4/4- ______ __ - 12 1/2' -.---- a _11/2- - 6 1/4, - ­ I-----,.-- - - __ W(-qui-�j- iw­i5&�.­ __ 5�e 'OR __ FSS __ 7 a ____r __ 7 1/2- __ iaz_ _--iT-- 1. --I- -, _7__::��_� 4--- - �i___ �___ ly ------I.--- I�sw­ 3W 1801110m) ww --- +41 -45 TO +7E, -75 ­­­ 13* ___ 13' - . .__ I------ is' ----.-.- Ir ­ 4W (aurufl 1 Ir - - ­ IV Tw OW) --L3:-- _L3�__ 13' --1-31- 13, 33' - a /1� NOT M) 2--m- ___13�__, 6 1/2' . 6 ;W­ - a A/2- __ 6 1jr ___2_ -_ - 1/2, 2W qv-) __ - - _ 6 T/e ___6 12 1/2* 6 114, iw -mm-) >5­0* - 4 1/2- 51 _ 7 i/2* 7 1/2! - sw 00p) 1:%_ - - 7— 13, __3_T�F­ _­ _W 73;--- _V__ _­73�­__�_i�i� -- ---7----- _­ j-w —mrn,-my) _____ Mt (top) I _ _ 1 13, __121 _ 13, __ _13' ___ 13, _____ __ IV` I. iiy�­) ISEE TABU fl FOR MAY. A.S.D. DESIGN LOADS & MAX� PANEL LENGTHS *IEN SPACER 0 IS * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHER 6 I lfi�LL 11 A _ A.S.D. DESIGN LOAD ____-k., M000MUM PANEL LENGTH 40 PSF OR LESS 6'_81 > 40 PSF TO 50 PSF 1 V-2- 1 > 50 PSF TO 60 PSF . 5--Icr I A MO. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE aMALE 10 OR PANEL MATE PLUS ANCHORS & W/ " �t*E:�Mt�,J& 1/2- D.C. ONLY FOR PANEL(DINSTALLAPONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX� A-S.D. DESIGN PRESSURE RATING (P 01) "X" ANCHORS SPACING FOR MIN F-D, PER SmWI40DULUE - � APRJOAME To SECTIONS # & ANY "MUM PANEL LMW v 11) --L- _Gj tl�" - MAX, ",D. DESID'I P RCSEURE RATING ­0 _�_ +48,-o yo .", -65 MAKIMUM ANCHORS SPACINO FOR MIN C.D, PER SCHEDULE BELOW * - I = . LY MAXIMUM PANEL LE-V (ft) ,TAPCON SOLID -SET PMELMATE FEMALE ED I PANE1.9,WIE PLUI 2AW-MAIUN ­ "I CALK I -IN TARON SOW-Stt , EMAL , TO I "A"PaWSTE ZAMAC-NAILIN _____ __ CALX-IN - m NO I VE ft 2k 10 mmmm TO ac %,"� TO mmwmlc�` TO To iQ �T A �15 13. ; . . ;;.: , To To 'r 5 ,r commoum OF THEM � I O" I W&M tr -T37- To 13* 1 le 13' Ir Ir TO 71' TO gii COMBINATION or THEM +45� -45 UN LESS L3:_._m!��_ - ir Ir � 13, ft' 1/2- 1 EW7 . V--V OR LEZ _13i_ Ir 13, Ir _--F- I - is - is. ir , ir is. ,.� 5 Is. la- T cb� __ii;,_ ��Trjr I Ir Is- - 1,r ' Ir Is- Ir - Ir 11 f/2-1 (BOTTOM) Tr- - -IY,- -13. Ir Ir 3L., � 'r ly ir i -ctom Ir _ Ir r r - 13, - __1_F_ Ir Ir Ir Is- 11 1/2' 2 CTOP) -Ti�­--i-37" - -- --i�­-­ IF I , Is, Ir Is- Ir Is, Ir _!L_ Is. Ir _IE-L-I sy - ly -� - Ir 37 _2 ,1� ­-T - F Ir ­;�;- -_ - Ir - - 73- - Ir ----- 2 (001100) - --T�r- Is. 13, - IE , "4 I -T2r- --1-3;7- -,T- _­T�ii­�_ I - - I i-I ­Tle F I ­ - ­ - 1. - ,�. ­ � I � ��, -.!.,3:- I � � - __ 13, __ Ir - 13, _1 I r is, Ll 1/2' _ -_ _ jg�) , - - 12 1/�- - 12 I/v 6 114- 6 1,14- 11F - 6 1/4* 6 I/e 3 (BOTTOM) - - T2 1/2-12 4/2- 5 1/4' 6 Ile 12 1/2-12 1/2- - - 6 1/4' 6 TI-V 3 (WMW - a V . - -_ Ir S' - - - e - a' -_ '. T 1 �/2 _i__ (TOP) - o -i-- 1/2 - A - a' r _______ 1 6 I/2* 1 W 7 1 '2' '. s- T� �) - ___ 1. W-1--l- Ir Ir-, _1 - . _Is: 3: _ _ __L __._j�f_ � Is- 13' '----- w -is,;, ­-ti;- lar j-1-le --f- - is- __1_3";_ __ j lj,T� - r -Tk - .--- is- -w- __ i 1j;; __ - _Ii��­ - -ir- -1 � _2_ 6 1/4- __ - F - "ir­- is- i � � 72F uF­ i � _ 2L4 __j�� - .1 , r---- 13' __ -_ IF _!��__ - tr 'r - lsL - -ro - ­ 13' ,a- Is- _i7i� ­- - Is' - Ir is* -i-1-11i; - L 5 (YOP) ____ S (BOTTOM) a (Topi i__(WF��A .. er Is' - _. Ir - $I I—- 'a. - - '. _!:_ Ir - ,3.--,Iyl r__ _____ Ir __.L__, _!�___ 13' _K_ , - Ir _w­ __­­ Is- __ ---I-- it 4 /2' T-09imm) 5 (TOP) ­ is, ­­ Ir --.-.- Ir -_ - �r -_ ly -_ - is; ----,- a ; ; -- ­ T3� - - - 12F - - -- 13; -_ r Is.- IT 112. __ 5 (WMM) i_(i&� __ I- - 6 (B�R�4 - 37 - ___ - __;_3�- ---I Ir - i'T1,F r is- -T-. i 74, Ty - , . - _6­1 /4. , 13' � �1/1 is- _­__ -Ti;- __ _ - ­lr� - __ - - - lse- ____.1___ - ­136- 6 17FR i7l_�/_21 ` 1/4 - IS� S" IY 10 1/2* 13' 7- 1 112 5 1/2 Ir 4 1/2' I T�nL �5-_.., TO W-V � Ir 6 " ,3 77 -Tr a 1/2. -17 , a-i-77 oq7 5 ilr 13^ 5 1/2'11 MPI _I >V-r 70 9,_8, - 1 r 7- ir - li�_ L5:_ 9 1/2 _��_ to 1/2 - ­_T7- 1/2 - - W_ 7 (BOTTOM) --�,- -,7,-,f ­lf , -1 Fr-_ Is. la- Ir - 1 to' w ! '. - 13" 6 i/21 I (BoTrou) - _ !-0.L/--- 13' - ,I- 1 7- . 7 1/2 -7 5 1/2 - 13' - 4 1/2' - 2 (TOP) 13, fr 13, 1 ___ 31 a 1/2' Ir a ll;r 9 1/2-j! - 1/2* --- 13' S 1/2' 2 (TOP) ­!��:_. ____ .... !-a!- __r__ I'-- _13:_ 3 - _L_ IN' ly ­ Ir - - __T._,n/_-, 13, __�_ 9 1/2 - ,:--='9 Tj2: is, 1 9 1/2 ­ 1.�,I/2 _2 10 1/2 ­ 1/2 7 1/2 -­ _ Is*_ �r _- 6 1/2* 1L/?� ___ 2 (BOTTOM) !_� �) _ii;_ _r 7 1/2- __ 13, _13�_ , "I - �!�K_ 1 IQ" --'-TF- __ i ,/2- - 2 (somm) 13, i­ Ir is- _-T3:-_'_$r _E_ To* — I r __ to* _.!TA__E_ 11' I a, is, 112' 3 (TOP) -2:_ - - 12 IJ2'12 1/2' 6 1/4' 'i__i__' 'i--i 'i--i­ " . 6 - - s I/e 6 t/e 3 (BOTTOM) - I - .--- '2 I/ j� �2'2 I!V , 1/4' I/e 6 I/ 6 I L /0 _ 12 1 12 1/2. - - 6 I/e .6 6 1/4- 3 (BOTTOM) - _r r - - ,-- _,�:_ _ - _­ r 7. __ $- 6. __ 13' - - - � I;2f __ - - , 13' __ 7- _ 9' ---.-- 1 ir __ _�_i/2' - _,_­_T`_7____--_- is 7/2' ,/ --.-!: ' 6- i e --n_j�;_ , 1. 19 ". - 4 1/2- 5 1/2- ­_ - V. .3' - ­;_ I Wr /v 5 1/2' I I/v - Ir 13. - 3" - A (TOP) I S crop) - I 1/2-F r a' 6- , - _ 7- . - i-IT - 6 1/2* ,a"- L(_m!!)__ � [_ -,!:-L ,­ - - - .. :_-v i.f4_1_ __ - _. --"-,±-- o, - - - ---;'-- __!�_ -!L vl�: 5 1/2' - T_ T71 - " "O'no", 3- 1 8 Ylr r 7__ r Ir' 10 Ir IV 11' 6' is' � , 0 VV IT -1 Ir 7* '� I ` 1 Ir I /2-1 _' - ___ 13-1 i I /2- __ il)l 1/2' __ T__ _'__ -�_W- -T le?Zr- _- ;-;-- --;3;-- --;3;-- __73; 73; i 5 mvw) - Is' is 1/2* 1 Ir 1 Is' Ir 10, I to* - I it' - 8* _ F-1 1:1 . ,� I ( ) A-E) - 13r I ;� I , __& �101121 Is' ig r -_ I jr l' r - - 7�llr __ - _'�/ 'i V -,- __ -L3:- - /Z'M *� IT I _J� - P_�_, A I'll �_.I_Alr_ _16_�! -1/1 !X 4! -L-! ! 19 1/2' , 5 1/2' -- Ih-, ---tv 13' 5 1/'2* �� :t - - I - � 15 t/4"10 __ Ijelfi 1/4�jii 1�!�- . .1 - I - - 6 I/,- � I/e . I ';) � -, 14, A, a ILA I 5A a 1/4,10 , I'le - =- -- 6 11 *16 /4 1/4' -i ­ - I SEE S1W It FOR AM."M TfK t SPACING TO* PWALIATONS wo VOW FRAME &ALINNOS, * WNAWM ANONOR SPAOM AND MOO" EDGE DISTANCE ARE INDCAFED ON TINS SCHEDIAL FOR Ec LESS YIN4 WWED ON ScIiEWLE REDUCE AACW SPACING Of MULTWLYIMI SPACING SHOW ON SCNEOUtE DY T�E VOLLOSING FACTORS, FOR I" OPMTKIN TO K POSMU. REGAICEI) SANCtNO OWATTV JAM FACTITA, SN�,L Not BE LESS TRW WNW14 SPAOTOP KVICATED FOR CAIP� ANOPW TYPE ON no SOKULE THW /4-# JIV. I - - 1/4'. I AMC" TME - INAGOR - - __ = __jj��_ I ,,,,.w _tAc. PANOtARE "GAME 0 __L!�_ � PLm_ __ zN,Ac_AMpN -ii-aium s,A,11 . ') , , , 'Ir - - -.i In MOGAILTIM N _� ,a = -=- = 4 3 3—,, -i 3 I/V 3 OWAMMOLD.) ,notTIA) - 3 -; - —,;,— 4 AM" am ww" pj FACTOR ,0' I ­­ � ____JL�! ---I !i_" - - __I� - - - - I q � _ - - ­-�- I - - - I-— - - ­­1 ­ ­­_ __i_�,�_�., ------ . L_iii�l _- _­_ - - - _ - -,T-- a - , __ __ - r - - ____ C!!�__ � I - I _6&_ -f -_ � -_ .1 - i-.06-- O�ili ___1m_ ______ - I SPAONM ONLY YAM MEN S=ftS USED. SEE : 4r I r DESIGN LOADS & MAX. PANM WHEN SPACER IS : jwz JI a AS.D. DESIGN LOAD WYJWM PANEL LENGTH 40 PSF OR LESS - 6'-8* > 40 PSF TO 50 PSF V-2' � 50 PSF TO 60 PSF 5,- I O* A mm, PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS W/ SOLID SET SPACER AT 12 1/2- O.C� — - ­ I ... ­ _­­ 11 ­­ ­­­----­­_ -,-- - ANCHORS (SEE SECTIONS & X1.11j"TIVES ON 134EM is. 14. 15 &16)--.-----, -,-., 11--­_ - -.--- � I ! ' - R-IA/13, R-2A/13, R-3A/14, R-18/13. R-20/13, R-38/141 3' MAX, � , a "A" . I. MR. * * I D.M.-(J). '_ - R-IAW/15. 0-2.AW/15, R-3AW/16. R-IOW/15. R-78W/15. R-3801/16. A. - — - 4 i . - ­-.1- ____ , _�j �___ � __ ___ I � f . ­11---l- _­­­­_­1 ­­1____-1_­_ 1_1_­1_--­­- - ­­­ _1­______________ -'--"�,.�.-�---,--,,�-,-,---r-"", � , I 4) .1 (�) � � i � I 0 �7, 0 0 0 0 0 3 %, 0 . I I I . . I � 1 � - --------- ------T--.---- ------.-I r-­T---T­-_1 ----- - ----I- --I, : -------I I , � , i , I I � : I I k � i I � � 1 � I ! � I I � i ! I � � t I I I ; I I `1 . , � i I i i i I . 1�� , , i I ; I . - I I i i I f ! i i i I I I i ,t i � i 1 i � � I � i I 1 1 1 � � i I 1 L/2 � - ----�-7 - I --;.- I -i- I i �; I - I i I I L � I � 1 114-0-20.1-'s-s BOLTS W,@ I I I � i I . r � L � � L ! 1. � . I r I (USE FOR P!!EL.IxmTH - , � � I MAK I I \ . I I . i I � . I I I . PANEL L04WH I I 1 � I � OVER 7-6) 61-11 � � I � ; . I � � I N , � , I I � s T � - i I . � . r t , , EGUILAR STORM P) NEL i � I j REGULAR ARIA I � I er-8, 0 +40.0. -40�0 P�mf, � I kR I I -\� � : J PANEL I I � ! � I I I I I . � � I , � , I . � i � � I I - : � I I I j (W/ OVERLAP MID PMn LENGTH MCI � i I L I , r , � - t(D - - - - � - - -, - ;: - Nb, : , - - - i I ) � . � - -,-- -, - - --- - - - I - - - - - I - ­ -- - - - � - - � I - t . � I i ­ I 7 . I ! . j � : I . . I I I i LIFE SAFETY SURM PANEL % � � T­w 0 +50.0, --54.0 p,,j, . I : i I : , I 11 . L . ; I , I , __11. -, - ­_ I � -11 - -11 -_ . 1, iw/O OVERLAP MID PANEL. LENGTH Som I : I I - - � � I � b'. ­ - 11 ­ ­ ­ I 11 � - ­v � � -- , - _� , 1 "I , _ __ I " � � �� __� j I ,,, , , - 7 � � , T � � T I ,�- , - � 7 - I.- I I _ � ­ , - - � - I , � I I ; , � 1 % 0; I�� - . I . I I USE 2'-8' MIN. PAM LENGTH I � 4 1 1 - 'I I I -� K_!,_.,�"v I ! � ,t6, -.-i I , I r I , I ,:�, - . I . j , 1/4 &A I I : i _-0 - ------ _ - - _ - - 4 - I AT ALL MOUNTINGS I , , � , .... - - '�zw Qzo; I I I '. I , _ I � I - , S RCZ� � : , : __!�:_, � _�_ . I i&. L'o - - - - -I F � I A LAP i , I : i � o , L - � � I [­11- I I I �, I � � � i I I � , � �, 2 � L, I_ - _­__ - � - ______ _., � I - I , 1-1­11- _­:j"', 11-- __ i - 1 .... 4,_1. ___­ _­_.­_­_1­_­. I-— - --:.--",. - �� �;,_. - , _1____1j I. I , . , I - ,_ � ­1­1 .1-­1 _111- . ,:. .- _. ­­ - , ,,,, I - -, ------ � - , I­ - _,___,_,_____. ___ _ , - ­­ � " - -, lk�­_­ __ - __ � ­ - ­­ I ­­ � ---- --- � i I " r I � -, I 1,; , , L/2 i i I I I ; � I I . I I � 54,�' I I �bl__ . __ , _.. _� . � [ �- - - ­. - . I � ­1 ,�_ - 1 __i - I I - r 2 . � - I i �' t I j_ � I I I � � I I I ,, _--l" � ­1_ - � � � � � - _1­_11.1.­ ­­­ I .1 .. -1-1, ­­­1-1-111 . .... ..... �- _' �___ ___ I �_ __: ------- ��� "� � �77 - ­_.��7-___: -- -- -- �__'_� �'�" ". ­ ­­ I . .- - ­-_ ­ -- �� -- ------ ­­­­ I _ I . I _.."', � � � I , , _­ -, __ -1 _­__ __ , --- � _­___ ------- " �.­ _1­1­1 - � � 11 I -I------- � -------; _� " ------- - ____ __ ------- _ ___' -4--:---, �___�_____ ---"---,: --------- �1 '. I : . I ; I I I I 11 �;­_l I . I f I I I ­ - z ;9� � � ( I I I � I , � � � � � � : 1� 7 i , 4__ I-OVERIAP-1 I j QVDIGAO, ­1 I- 1, - D.M..(�), L I � I L L t���__j ! f__ 0 x �..__ -- __ ,- . - , _­ - I - i I — Or(�) I G NUT AT -_ i.. -_ JVING NUT AT I 72r _Mm_ LEFT PANEI, RIGHT PANEL s. )ur, ILY VAUD FOR WND I I' MIN. R-JA/13� R-2A/13, R-4A/14. R-10,/Ia. R-20/13� R-38/14� I* w" 10 Frnp.h� I , 101itHiAW/15. R-UW/15� R-_3AIW/I& R-29W/15, R-3901/16, . I � I I I ----- ----- ---------- - - - -- - ---- -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SKEETS 13, Iii 15 &III)-- -- ----- ----,-, , - -­­ Tj4' MAX. CAP - 11 WEE ME01 519RM PANEL (D ELEVATION (t) � , I_1 i I . " 111 I ,.w. SCALE 1/4--i- REGULAR � I ­S" r 01REGULAR I (D I . STORM PAWL (- -42!I�­ �� --vi STORM PANEL � � 1 � I . I I ____.___________1­___w1 ,00�-Nn,,Iv 11 � a S��-_-­=Z=2�,, ��M_,= ��_­ -, -41­�=�­.­ _______1 ­1 - - ,,,-; ,tA,-\ 1­� ft=­��_- 1-1 -a p ��, 114. �:,, I I ,,, ,',�,, I :1 , , , I .,. ,� , I MAX GAP, ��., 66. P�I�RC� , \ /��_ _CTVERLAPZ " jt,�R, ,-. - V, r-- "' �, / 11 I i - , * : == , , � , I - __­ � ­��­____ ­=�'_ ­­= - - __­� ­==­%�- z-, - ------ ­- ­ - --- '­ - --- - =�__- - tlzA - � - I . *: ,I --- 6 -- ,,, M . JD ­10 : '* : z I . . : ­10, loans Zone) LIFE SAFETY PANEL -1,T_. STAyl, __ _. * 9 FLORIDA BUILDING CODE (Non High Velocity HU . I %1.1� . , * VNIN) WINO1 W. 24 GAGE GALVANIZED STEEL STORM PANEL CF. ugum ,..Op N.,.-` OpmN w, .­ ,­ - - ­______­_,____ __ � I _,__ / 11LIECOIN'ti GLOBAL PROTECT "I"'m - ION PRODUCTS, L.LC. DATE SECTION A -A . � �� S.W. 51 STREET - SME ,/4--I. -C-I.? ___ I'A.R.t1a =I= MI . �IIGW� GPM AA.E. Ft. =11 )m_7S.1I, FAX (930610-Itmar 20-175 i -a_;wT9 aml op-mA A -I - I-, OWING �� PZ sm/9cM.nPQ/Vm . !=4&I '"T ,W -_ -_ -- I I MAXI n Fim 11 III R ­ - . . - SqHEDULE FOR REGULM MEM PANEL (1) INSTALL&TIONS INTO r.QNCREtE & CONCRETE BLOCK SMUCTURES (VALID ONLY FOR PANEL G) INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) MAX. AS.D� DESIGN PRESSURE '(W'-",;3 ______ — MAXIMUM ANCHORS SPACING MR MIN F D. PER S� BELOW *� - , - Ap FQ= & ANY MMtmJM PANM LENGTH V (ft.) MAX. &S,D. DESIGN PRESSURE RATING (P.-J) * MAXIMUM ANCHORS SPACING MR MIN EA PER SCHEDULE BELOW APPUCAW TO SECTIONS . t, `Q`V""" OF TKN MAXIMUM Im, LENOn, ., m) TMACON SOUKT-SET P , I P'NELMAT" zvuww-tmwmutN I -tN TAFCON SOUD-Set PANEIAIATE I PANELMATE - ZAMAC-NAILIN I TD 10 I � TO Cog MR, &n or ia, To 004,011 - - TO oar TO Lm M" A' wmmwx I Vot_mn a ,,to To CONOM - 2k To COWRIE � 10 " 41 IV a - ap m.mm I TO � I,. 3h is- 3 �� _ Ik 12: la" to* I (TOP) - w v __ is' To T/2' 13, 1. a 1/2' F!, 5 I - 1 , 6 lIr 7 FIV Ir 4 112- 1 (TOP) - � - Is. 13 . - 13�_ �� __ __F47 __ 12- __ 'r __ W __ I (BOTTOM) __ 13' 6 1/2' 13' Ir Ir I v 7 1/2' Ir - IT- I (winom) �3 ; -1 I - - __�� ­_ -IF- _____ -I-7- _;i;_, - ir _13_;__ -_ -Is- - Is- , 73- -Iy-'- W Is- rrr I 13, ___ r ___ fr _. to 1/2, __ Is. - - _S___Ir 8 Ilr �* ;-JF--;-172' - - TT/T -i I!K _91- I 1/2. �t_�_ 2 rwi __ !� 10 TF__Ii�­ Ir 'r to, I 0 'r '. 13, Ir I 9 1/2- i- 9 t/2- to ,/2- 7 7/2- Is- 6 lIr 2 (gollom) 5. -.. OR LESS ,., OR LESS _11�� 13' 1 it' Ir 1.3, - 13, - 13, - _;_ 7_ - I- Ir - ___7_ 3 - Ir - 13, .- w - - !��) 13, '. Ir is, is- ___ - 9 1/2' __Ir __I_j ___!�. 3 _: 9 /2' . - 1,2 -7 1/2' . � Ir ___ w- i (TOP) � r ­ A T ­�r __ __ �_,__ , 5, , I - -___ ___!�:i_ 12 4 2-L2 2 " " - I"- �,'__ a- -,____, - 12, -is:___ a- L,r_," 1/�� __��_ - _ - Is*,- 6 1/4' -;7-, -j; --- 11 _ __ -Is- 14�_ 6 Ile -IF- ­­ - - - - 13-L- 3 1/2-12 -9;_ 1,111-11"r 8' ­­ Is- __ ___ 2?: I Z� -6112. I—— 1. _-­ 'r Ir - -r , I— '. -_ - Is- ­ ­___ 13, - v ­ - ­- 12 . & A/e -_!!�_�2��: '. .-.-- 1 __r�__ 13, 1 Ile - ­- 1 01 IV, 3 (BOTTOM) A (TOP) 4 (BOTTOM) --- __ 5 Owl ____ 5 (BOTTOM) - - TZ 1/2-12 112- 6 114V 0 I/e 17 1/2' i-I �1� - 6 1/4' G 1/4' 3 (BOTTOM) 7* '. - --,-I--:,-- 13, - Is- , 1 3, , I IF 1/2* 1 7. ar - 1�s 2!-- __L3�__ IT 5 TIK -__ - _91- Is- 7* ­W-1-111-11-- - --lai4 1 3 I/r - - ... F _ a, 1� $3- -.--.-, 13' ­!�_. - -.-.- 2- - _____ -9 11-2' - _-L _ _ " 4 I * *__ �i 6 I �'_ `1- ___ 'i "�: _ � ' ,.�;_ -_ ,12-1 1,1- T-1/21 _,_��_, __ Ir _:F��. -i -,/r _ - - ___ a, *F_ W_(Ft) _____ 4 (BOTTOM) ___ 5 (TOP) 5 wrm) ­65� -% To .76,-73 .�� 13, ­__ - _wl!�� ... �- IT' ­ - -1�1­--Ial­ - _ - is, i�- iw Ir , w i��F _ Ir i Tii _jZ_ sl- - -L 6 l/.-I - ­1214- - I-— ...... lro­ I - ­­ --!�:­ - --- --- --Lv�_ - __ ,�A!_� - i '/A- _ To' I V, 1/4-16 ___ IL�0!1_ (9011�-) . >.75. -75 TO +IuL­iIGz - _�37_ __ - - - 5�7­�, ___ - -'--- � ­­­!� To TIr ___ -11-lZr I r -_ 4 I �F ­_­ ---I - . a 1/2. i__ __ _ _ ,/i.�, I/ . _ L__ _T ��; � ___ A 1/2' -w­iT"; _.___ 6 (TOP) -Ce&i--z) - - 6 1/0 0 I/e a 114- i-i-i-S i-l*Aw elpi - I - i _T 3� 7 1/2' 137 13' 1 13' 1w "' Is' 10. it- 8- 737 - e 112 I (TOP) >51-4v TO W_O� Ir 5' Ir 10 f/2" 13, 6 v. . 11Z* 7 1/2- 5 1/2-1 Is- 4 112-11 CIW]I __ >W-r Ta 11 -1. I ­ 13' I- ­ 7 1/2' L�/:�� IS" :E_ 13 , LT-,-- "' i To 1 2" I L-1-1-11 I t 2 3 _L.i_M_!�� 0 To' ,!--vs 11- _PL- a- __ . 13 Is- - r 5 1/2- 7 -COOTTOM5 2 (MP) - 77-6 � __!��L_ . , r Is. I " - -?!- � 7' 7. Ir __ --i3:-- _ IY - Ir 13' 211!� Is. Is. ty __L3L 13" - ___ ti: I ��_ �_I/v 9 1/2' i VZ' Ir _T;;_�l - Ir -1 .j; 9* i� jq 1127 19 I V TV 7 1/2. T =/2' Ti727 . I-.-- ___ to 1/2", 7 i/2* 10 1/2" 7 1/2* Is- _i__�_ 3 __ jr Ir __!�_ __!� !!!- 4 I/r __ 6 1/2* 1__ a- 1 ( m L�mewmnm - 2 ( - 2 (BOTICIM) _ 1. mp) 1_!E_ 13, 1 1/2' 13' 1'. -Af - is, _12:_ 10 1/2- _I�L_ 13 . - TO 1/2'11 - W - e - '---- Is- Ir 2 (BOTTOM) __ IL_17 �t2� 5:;_ .0-1 1/2* __ - _i__ . /2 - " __ is' - f2 1/2'12 '-F­F­ -W Is. 1/2' ­ __ 'r 1 I/" i -11v -a--- 10 ll;r --..-..- 5 Ile --.�­ --,I- , 12 11 2. -8,� ___ ­ i7 10 1/2 6 1/4' -112., __ - 11 1/2'I - -!�- __ i:- a- - TF v /i ___ - - 13, - 1/4' " _. �; __ a. - - iL- 6 1/4' ___ - :F ­ - I (lop) - 3 (BOTTOM) , - __ 4 (TF; v) ;.- ti&i�w - - 7 _ �� ' � - _ � _j. _ - I? /2' _L_ - _� , 11 I - I/K L2 142� _ s 1/2 - - 1/4- L_ . ­rrr 6 I/e -_ 3 11. ,-= 12 t/2-IS - , 1/4- ..-- t- - 1_- - - - ­­ _____ I r ±-Z- ___2�__ 5 ,/2* - - & $/A' -...--I--:- _ L!/_21 F-F - . 6 1/4 I/a.'. d _ - - I BOTTOM) i- (100) _ 4 ( 4) :�T� I - . 1/2 _13� - 1.3, - Ir - 10 1/2* ___ is' __ 10 1/2" - __ Tl T/Y a' a I * ­ I I- IS (TOP) I ___� ,�� - I TP2 ��_ 7 I r Ir I . 9. - 13, Is- I 7 ,/2 Lal 13, la 1/2' 'r LIT L11,2: � --';-- is � . - , . i 5 - -ir I; _;_ . F-;-- - -_ ,.-� 11111 , -IL-11 ! -'a' -1 a, -I- I _1� 9 t/2, a 1/2, 13' - 1 f- � r.__1_/F 11. 1 _111- -, Oi:v,-I�­T, � 1. . I . 72'�` I -1, 2A , - 1�11__ - T F; - ". I __ -_ I!; I- -_ 11.2 - ... ". � - _ij!�,i 10 1/2' ___7 _., - 13' -1/2, IQ 1/2 - --L/-I' 11 1/2 - il 1/2, _.!�_ - a' 1 _.-E. - -M;i -- I , I , . . _1Z __t . , _ . ('� _ I I f' 1 - IS 114-19 114-Ij 1/4�1 - � - 6 I/ - . �,� I I - I/ . . 6 Ile - 711-r 1-8 BOTT SEE SHEET IT TO INCHOAS ME A SPACING FDA .WALLAU" WIT WOOD FIAME StAIMM . �w ANCHOlk V41005 AM WN406V ME DISTANCE AV ININCATED ON I" SO"AL TOM CZ LESS INAN molls, a" SCITEGALE: ML" 40OR SPAOW to "Tftmw Smami; s"ftu ON SCHIEDAS By TIM MLWWM FACTORS FOR TH" OPERATION TO Of P*ft" fmWo SWISS OVANED lism FACTOR WALL MITI K u,SS TM "NAA4 SPAU40 INGICATED FOR O01 "HOR ME ON T16 SCHWUa. - ve. I/e. I/e, 1/4'. 1/4'. 1/4'. ANCHOR TME ______­ I~ .---- ww.w ',� ,BMA,, TO - 1�_,� ,_ zm;t_-mm _wx-m , __ QTMJMUM ANCHOR SPAONG. (In.) 3 J j 2 1jr 1 2 �12 ,,m,.,,, =1 ,___I__ 3 _ 3 1/2' 3- a qv a OWANCE".1 - 3 - � ,A' - t '/I- _21 __ , ,/2 SI/9, - . AMAL WK ww" (ci* PACM � I - 11 _.. 7 -'("'� �' -- ­ __ - __ ­ ­-TIP.MiPL - - -� - - , F- - : , - - -_ -- ____. . - . - - � --- I 'Ir � bl�a I - - -­ ­ . __ - - �- - - 6 60 I - __ - ___ ��____ - , " ­__­ - OSTI J- - - 1 j7ITI-1-1 _ - __ '. - ___ 7cits - __'1_1ii__ - � '12. - � Tai - - - f I FOA - MAIC km SPAClhG§_­bKLy �ALID WHEN swWaR is aff, Sm r-DMGN LOAM & VM, PANEL *EN SPACER rIS USED� 11474 TAPCOM ___ ,'I, � OURED - ANCHOR 0 V MC. _ ww 09 . ��; 1, - ��ft, w, , � t _�._, CONCRE7E $LOCK REWIRED I . I - -.11 ", 2- 44 " �,, . -�32� �,,�- , C ___ .. I I I - I ... I- - ___ - � � .. � I I CO- 11 � I 22 � I ,­ , , ;,� —A, I I , �� � � 11 � ­1111 - � I 11 - .­ I � ; - - Lok"'Iik A TI,Q�!',, :... /,P, k,,, 41 _��.C­I:NiV'I�A :� PO.44167 %, *'. * ! * I I .S�_. I STATEOF-� 10-p jI A A.S.D. DESIGN LOAD WXIIMW PANEL LENGTH 40 PSF OR LESS 6.-S. > 443 PSF TO 50 PSF 1 11-1. > 50 PSF TO 60 PSF — 51-10, A PANEL LENGTHS ARE ONkY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W1 " SPACER AT 12 1/2" D.C. .= MIM *c 24 GAGE GALVANIZED STEEL STORM PANEL 11 OWN w'. \ JECO,,,, \ GLOBAL PROTECTION PRODUCTS, LLC. �aw C.� 6T 35w VAYE. rL =I- w/21/m — . wit � rrmgm WAN, ftcV _x m � - 4 I .1 -1 -1 .XltE tVI)5%1-1546� FW (.54)M­ff1W 20-175 _=zz" - - I - T­ - 1 - GRIAINO N� INSTALLAT19N DETAIL-$ FOR LIFE SAFETY PANELa) INIQ POURED CONCRETE 08 CONCRETE BLOCK STRUCTURES 1/4-0 1APCO1V___._, , _ STOIC POURED 1/4-4 TAPCON- - -I rxinho POURED 1/4*0 TAPCON� - __ ANCHOR 0 9- O.C. � j %NCREM OR ANCHOR 9 9" 6.!D� 1 -t � ONCRETE OR ANCHOR 0 91 - 01C. . _ �_ ­Ik2) I T i 1- ml`,� T t i li-SEPARATTONT t t - T_ - V.71. EXIST] To CLAW. - - &S= W�@ I A- �� i - - ­_ _'J' t ;�� 1A1 GLASISqk-t � � _- 9 - �,� - : I 'd- , I . � ,:O I Tom =_n I i IT I I � � , 11� j �, I -I-- I I j . , I %, M.� I . PANEL I 0 , ft , 4� -_ - _�x "__ - �x I � - , � I � � - - I - - _­=� I � -_ -1 , - --f- (SEE ELL-VEWAITTIHN 9 I I I' mi.. -SEPARKUT4, - I I I ON SHEET 12) 0 1 0 0 � IT i 41 - I TO OLASlL i I I V-7 __ ��_ � � ___ � �� � 7701 i 1 ! I I I LI/2 ! � 1. ,-N , I . a - "'T - - -- ;; , �­ - - - ;r� ,,� � , Tf",,.,,,,,,m, � - - " g _ I " I i , , ---. - I— - I � ; , I 10 , � , I/.,..lW1. I m mm W,O I Ek � I __ I : I 1� MAk 6' PANEL LENGTH (SEE VLEVA-non I - - ! ON s"m 12) 1 4 1 . I I � I I - 10 r E-DA 4 ��,_�,. L ED.* "��, . - :',�� I : 1. I � - ", � � i _ _� ! ; I 11 -, I, � , A I "',", - """ ", � i . .,� 04, : ":v i I i ', "'� � I i ", - , - . I , � ---- -- ., , I I 3/4 , .� A � __ I: ___.._! " - I __n , I '_ , 1, -Ir , _ ,;,., _ � 60, i I 11, ' 1,1) � "� � I � � � � ., _i:�) 11 'I TAPCON _1 1/4'0 TAPCON 4 ` 1 �7_1 1 - ,1/4 ANCHOR 0 a, O.C. ANCl.,OR 0 V D.C. . EXISTING POURED CONCRETE OR � , ju;SilvmG ED CONCRETE OR z wONC VR �. toomm 9=9 REOVIRED ga REQUIRED SECTION.-R-1A REGULAR eMLI 2 ji�NEL WALL MOUNJINGS SME 3/8-1- am SHMS Is & is POP A.Wom ANCHOR TYPE - - ��n I rd% A SPACING FOR TNSIALLATTONS WTO INXI'M ___ WOOD IIIIAME SALOOM VOWUM AKHOR SPACINGS AND MINAI" __ mim" = Srhoma (11) . 3 - *=IT, 4! �­ __ s , , T& "'. T'wr=w SCHEDULE. FOR ON SCNEGULE REDUCE ANCTOR VVCNO �*­� Pow OA) ___T:j_ fff MULTIPLYING WIMONG sm,AiN ON Sc.m,u By Tw FOLLOWNHO FACTORS. ADAK SOW 9590a � mv"m , , �r 035 EVA M OPORKTION TO K POSSRILE. GED SPAC04 OBTAINED USING NEVIA F�GYVW $PALL Not BE LESS 11" -_ ____ - __ ­1 - 11 I � ZVI-, , __ - - Get _­ "MM SPACTNO WDUTED FOR EACH ANClM TYPE ON T"M SCHf_MJM ____.__..___,3:�, .- -_ -, OAC - 1 --- I I 3 11. �� o 1.111, �;J,�',T , � - C2) '1� , - I C_2) " � I--,- I, �� ­J - I , I . , � / 1/2. I/,' f -_ - - -_ 1/2' 1 . / , I I I ,,,-�,, " L I ;M mw_ .. --I . � , ,�',' z V*_ .- -_ __ I 11 I I A, "�- I ,,?,' 11, I �.4 ��,,, - i I I - - I " -, I - " , ,,­ 1, - - 1_1,1"'..�,". i , - �11 � 1 ­­`­ , I I �,_,e_ I 1 wt ; -00 � - I. ,ft 11 I : 11 I NA -SEPARATION-- I I '/.�-mr - TO CLASS- I T - - -tSj=," I I EXISTI AT w4l - -f-cl, '/"* - - ` 4 � 11 1 tr :1� I AT . � ­ - /­ I/ 1 ow Not ma 11 I I ; 11 I aw- an 7­e) : 11 I It l, I . I 1111 I � R 11 I t , T [I �, I . � I 11 �i I 1 � .L' MW it I I I PAN� ING, -1 I I O I - I ­1 6- PANEL LENCTIH �­­ ­ -- - � - ',�:4. 1-- - - , -A (SEE ELEVATION IT � ( � (SEE ELEVATION ON SHEET I2) ' I � - - � ON SHEET 12) 1'11�:AZII)N I ii . I IT I 0 TO GLASS� I 1--_ �� -A IT ! # IT--- __ __ - ; C9 . - ( -/- � "i�l �11"� ;_,,��1'1'1'_� L/2 ���',,Y,�-; � I ''I ; r �-��-���,';��,��,��'-�'-,��,�,-��,�i,�,,',�,'� '. , �"�"�,`�""",��:�', - f : " r­ -11 . I - " � ... 1 ­ 03�, I , � I � ,"I I I M��,��11 , , -,�,�, " ; I E.D.- ,-.��',', � I �, I 1- I I E.D.- ?�',.`,-�', I I `� I ,� ­ 11, r, I ��,,,,�`,, /', : 111 : ;�, T � -0 1 1 ,x,��,, � ""' k��I _J_ _ , i - i OF- � p - i -1 I T _EOL ­ - t E , 11 -­ . .- � - - 4--low" ,,'.,-xw.* , - , EQ', -rci - It - 17,11 . � _1 I , -7 :-1_:�/11v.N" 1, "S '11�1�",�,' F-:7..", ��, I �_ 11 11 � I :.��, __ - ,�Lla --1/4'. TAPEON ''. e# TA,n� ANCHOR a 91 O�C __"/R oc� W CONCRETE OR -Exisnim: Um catXRETE OR CO, = =ETEPOSUrCk REOUNED, B REOUIRED. - 2 I�Ls a Uzu0_5wAhfE-m"2ANEL WALL MOUNTINO 101 . ...... SCALE 3/0-1- m (1) (1) - c- W -0 (1) —m > C) (L) = -4.- -�� 0 =3 _0 L_ (1) (1) L- CL 0- = 0 0 L_ = CM m _F_j 0 -0 (2) -I-, 0- (n . a) -L-� Q) -0 0 -0 _= -0 = 0 a 2 0�. -2 = 0 (3) 3�: M %_ 0 .0 0 % %.O LL ,,- U — m > . U) U) . %_.; (1) U) m ZO (2) _4� M 0 L_ CDL = �- M -0 . = - C0 CD_ < = 0 = *G LAJ .= C= r- C= 6 CV13 .E CJ C-4 = �1-4 .� 6x- cl.� W = — "u; C-4 = w cp 2 .:x � C`4 �:g , .2! CL) w :; C2..= G, .S! F - = 5. C, = " :!:� .ZC I L� I I - - I 4 1�m 3: CIO 3: W _= I I .S! Li W Z :x. = C= ... CL) m .;_ W_ = .= 'n - = E 2 0 C, 0 - 0 z w mi � ___ — - -.--- I INSIALLA110IN DETAIL5 FOR UFE SAFM PANEL,'-V-j I IMALLABON DEIAILS FOR UFE SAF PANEL I F_____ INUALLATION 12ETAI ' LS FOR LIFE MFETY PANEL IN10 PQU8EP CQ . INTO W0012 STRUCTURE� I � 1_1� !� - -­ - �­l ---,-- -- 1­ ­ ­ ­ - 7"­1 � - �­--- __ � � - . . � - 1. , L :1 :71 � 7 _�_, - . � � �L . �!, I .1 4 � , I , I � L , I-. - - , -- -,: -­ --, - -- ­- ", - ., . 01 l� - . . I -, � 7, � � ,, , I/e. TWCON 1/4-0 TAPCoN , .!' - - � . 3 �� _,�_­_Lm­ - - 11 � '. � � , : ." " - ''I L , L I I , 1 . . I - - r,� gr __ i , � : � . �� �_ _"' L ANCHOR 0 2`64. -: , ANC90R 0 9 O.C_ . - Z, L - - ,- 1�e - � � ­., " L- � ", L, - . , � � � I ,-__,___ IMP ,:, , _ " 00 -­ --� � I I - �� ._�!' 0 " li " =& �1. _11% 4110 1, " __ _0POO HEADER I L , -­ , ­­ - , ' _:" VOO'D HEADER _ �� WOW HEADER I I _. - � ., � - , .... '. mil� .1 OCRETE FILOCK �11 ."', i I __, ; I ", I -1 .. ' " ' " �­"�. -1k"-, -, , -, , �. CONCRETE SLOCI: , -I,II - REOLINEO � _rvallmr" 1,L _, ,� - -=P,.­R - "'. , I t �� , W­v REQUIRED " I I "'. , ;11 11 ,,, ;� ; 31 i 41 � , REQUIRQD� - ­ r-"� �ii, I -If _,_ �11,� ��, "I" � , I � -,� !I! Cn -6-0 " � , -,- 'x �____ . I I �1' I , , .1 I -', ", � 1­­ - , L � 1 "44 TAP ,�, - __.- .- .1, � 1, � - - , . 1. � � , - �� L­ _; "** YANCON - � . - � � '1� � - - L, - - "y 1, �, I I _�' ii OCOH �,� � . 1 ,, L� _ -1 -, I 1 � � I , ,. �i O" OC � I/eA TAPCON I - I _ 0 �` L 4 - I - .1 ,� " a) . . . . . ­02 "I I L 'd A;GV­ .. I I , I � �' �, . ­­­ a r aCL I I I I __ - I � -- -4.;..T v C. I' j : � L I I , - , . I �11 2* Q_C. - I 'Ir 1: �_ _1,4 1 �; L" �1, __ _;a'. TA�� .,;�� I t __02 1 1 1 - . ­ k i_�� �, - ol, ., , i F p ­ - I . . Y �11 " I . "I I ; _51 � . i� _� - � - , I I I I I I m I - . ". 1 1, ! �i� I . ; �' - , , �i L'� i 11 I ,; - � ll� , , , I " � , , , � . - I 1� I ;�� 1 1/4 f- 1 11/4- . " L . "I'll �_ �, �, - � -11 � 1 ! I ? 'LL _411__� " � I I M I ­111 , , �, � (D � 4) I -11) I I . I (i) I 1 L o � � . �,Ir_" i � -A_"--- ­ ­ " I k&`A , ­L _­_ , , �,, I _,�� , , � j�l � � , -, � ,tv " I I � !!!!!!! IM ­17- � � ­111 " I _____.,� :� , - I I - C2) I - H - I , '� -.09"Im - 1;_j � V I 1, � . " I ,� 1. - "'. I I I ,C I, 0 - ' I/2' , ­0 moba 61 � 0 - -(?D k 1� - "I I p iI � ­ � - (D = LD* . E, .�- ,,, � . " ­ J L 1/4 1� � � I _. 11 1/4' - 11� 11 / / I I , I I -e t 1- . - : LL .. ... � ,,, - I I - 11 : . I L W-L - _. _­ - , I M"_­ ­­­ , � I MAK � . "r�z 0' 11. T I i/4- , , . L , , ? 1 1 , � , , , � � � ----- I I , , ______ __ __ t , t I � � I - _1-_� . M_ " - �, � I �� I - � � ,I - ­­11-- ­ -- I � - ,M, � .1 I I ;1 � r � I T , � , I I : � ,�` , I,, X, " p � I I � I � -_ --- _� �. / 1. " i w , I I - , 1: 1 1 � " , .. . n �, � 11 . '­ L _+__m : 1� m I , I I I I MI, , L� F/1. � ,,, " " I , mim�. I i 1_� - y I I . F I N I I I � / �, / i�,, , i 11 p I . I " ': , i I , 4. I ! , ; I I � L I _ � - i , I , = I I L , I i ,� I �1 10 � I- mi... : 7"�� -,L � � , 7-1 : - I f I 1, L I ,:: � I I . i.," i L Uf__ ul _� - � I I I � I I ; = Cz .1 I L, ::7 , � I : II.-SEPARAM" I J_j f , L Lj I I 1. �1' L, ,,� ; 'T I _ 7 V TO GLASS, 17� 1 r-�@ , � I i- , I ; I n ',, ­ 0 u9-:1-- - (13 ! 1: kj� ct, I I I gxg-p -.,- , I � I- � IT I I 11 ­1 . - 1 I __ , Itet " immIa 0 " � - 'I- E, � iiv 0 _1 , a ex It I I im 2w. j �­_� �'t L 1­­ �,'�`_l �� ' IVI.N � 11 I I I - . t a - - -�'."Z-j�.& , 0 1 1 L_ mu - _'d � Ve.�TWNI` � G MI= Ov > _u I � -, 10 4-1 1�_2� i -_ I , (a) �� ;�� � a I; I 5 � � ­-,­�_� . . . . . . L � `­' -- ", (71, 1 1 �_ - - , -, � 1 41- 1 A,�E,.E.p i 4 C� �� I I- � I : I L , R -_ I � 1, I M �L I � ! El � ". A � -11 - - r 10 i I I UNCY, � 1-C C."VnI4 � I .jgr4 - 4. .e �,,Qi : 0 ..."94 . _ �1' �._3�. Q .- :--1 - ­-­­ I I - . i G . T ILI MAX � , " 11 I __ ,� : t ­ wfw� / I : 0 11 % I I . ­ � I I- , j .1. MW 114 �� - �� I I I -! ' .0 - . b I � -t- --- � ,L* V... # . � I T if ___ � - I 12mg." =1 V I A - _,., --v,-,�-'-f 'WIVINICE i =. , !I _,,�, __ _11, ­ ��Pna� , . I i . I I I . , *L' WIN I' , um. wm ?-�n GLASS ,I - 0 0 I PANEL LENGTN - __ I 6' PANEL LENGTH 0 1 , � fl I i t",_ __,4 ; , (SEE EIM41M " I 1-111-1.1 I t � 4.­­ -­,._,­ ___._1­__; PANEL L18101m IT .11­41- ---I � I -1- i� PANEL LENGTH III , I T .0 0- .... L .... L .... L .... L W, 1--l- I It z "I _­�� 11'­ - - fSEE ELEVATION I ­ --I __ 'V mu. � ; tSEE it , ­ I I : , It - __ - - ON SHEET 12) 0 1 i PAmO_ LENGTH f ELEVATION I 11 a. -­­ ... : (SEE ELEVATION +_ .-k V Mm, lL­-­--- - ­ - ­ -I--..- EL Wm i , " - I ON STIM 12) ' - I I MO., ,,�­ - -4 ... ... I ON SHEET 12) ;� , w � - -­ --- - - - - ___1 _�l "W;6N- i I ON SNEET 121 N . 11 I PANEL LENGTH If .. i! I PANEL LENGTH I v PAN LENCIli 0- I I -_ - � _ ____ __ (SEE ELEVATION - " (SEE ELEVATION I . �� I ELEVATION TO GLASS I 4 I I - ___ ____ I ­.- . 11 3 1 � 4 . ON S"m 12) ___ KET 12) It I _ ON S-IfEf 12) f Z__ - ­_ ­ -'---'- z ___ ___ III g -10 ­]­ - "'T-- , I I 'IT --- I 1­1­1_ w 4 1. 1 - ­_­-____­­ ­ 0 � (SEE .- __ - �� ­4, - ­­_ ­�­ ,I - - ____T ___ ­11.1-1 I - ; (SEE ELEVATION � : ON Sh 0 1 -_ - " I a- ��­__­­, - ___ V- -, I i it z 0 1 � ­ _­­�$'­�­' ON SHEET 12) 11 t 0 0 I* Am 11 It I i � L�­­' - ,' 1�1­ - _­ � e i � . - 4�_­__ _­1__L__ I � I 1 I ; I L t4, -, L4 � A-1- - --- I—— L ....... -,-- I I I � !!' -_ ' ­ L - -- " ---- < �,6, � � q_­-SE"ARAT,oN­­ - , � I � ,�,� I ! I' W, I I I I ! � , ---SEPAPAII - - I it , , I 9 11 r ml�� I L ',�p 014 __(j) , t _11) , . , - - , ­� ,,_ '__�; "'.1 ...... , I � : I TO GLASS � . I J­ _­ 'L ' r ..........., �7, � - IT.- I -w : 0 1, mi.. � _7 . , #­-SEPARA g�%PARATION --- I I' W�. � _1___­ --- ,_ - -) _ � ��,.;;,`, .-SS. I L/2 I i I �, _, ,,�, � ��:. , � I ! 67 �, I �-SEPARATO,­­-, �, �� ,. , I "I". I 1. I I I � - I - � , , I 10 GLASS I . ��,11 ,�,��: 1.12 � I ; ',fr,�;',,�"p�",­,�� i , ""' - cf) ft v - i 11 ASS : � 01 � P i ­ -"-, k�,f ,�, - 1 0, � ,E�9l,bN_ 4 � ( I �, _: - L J � 11$�,,,�, I - - , " �/, - i �0 11 L TO r4 I TKNI- L v Cu , ! GLASS. 't I I I ,� [ " i - @ � � , : I , I 0 - , , 1 �` W.R'."Pavp a , - dl,i,��A. " . , I , I'- 1- -_ P, o 1,7 � � f - '' . '1� � IT I i I � - 11 I e , i, I I I I - , �7 11 , - I 0 , I I CS) 61 0 EXWING pww� I" �;',,%',.,� 'L,,.�' 4- I I I V? ! ___ =3 - . - L ED , __� ­_ . , , , 1 "�,'�4 - - L I . - I C§) I'D,,, : , g'.,"�'j" t � I 11 �_L __ - - - � �_ CONM SOL _�,,�Z , 4 CONCRETE: 13LOC.. I ED, � Eq. ", .. I _", IF !_I_ CD I __ - - - , REQUIRED, - I At I- ,� - �* 1 1 . __ - __ -F I .. I I Eb, 6121/vac i f L, __ � ,, I I - - , @ , � -,,�," qw- - _ i I � - , ..Wu _0 - - . /i, . . , = 0 - I �1,103,,P" � I EQ. I I - EQ - 1 I I I __ - , i EEO. �, t, - I - � __ j __ _ ____ _ I 1-1 ­ 111- I . I -� I- �� - - 114m .-, I- , I - - __ - - -:. � il ", 1. � 1. ­ --- 11 _­ , ­ L" L ­j a I ,,,, ,� , I., i" - I .... - I ----i - ____j 1­1-- I- ___ Li , �____.. � �� � i i , i� � - .. S�_J. , � , I I � I i - 17 11 1� I I : J. �) I I It- - -_ I- LL 1_________r_ � . L_ I 11 I " "" �rj - I - � � I . I Im.. I . �� -- ,__ I . I - � __ .1."`�111 L ' C41 � �i 2-.4- WOOD '�'- t I : -1/2 _ 1 7 L - L_ I �� I 1 7 : . I I : , i; PLATE * . I . I j L - � L I i ' L ", . I � � . I I . I . f ; I L , ­- : : , L I :�i REQUIRED L � ( � � � r, 2W WDPP_ 1 2'.4' WOOD 'j­r '. � � i/eS PANUWTE "A-- - I R _-_u � _ I . �f � ,�, L I � L' I TAPCON 2"A' WoQp_ - � L . I PtATE ­-, PLATE VfWD__ L l� ; , ' I a- ; , p , O.0 PLATE I I �! i�� �,,, !, - I ' � 12 1/2* 0,C. 0 ANCHOR (BEYOND) ANv_ S, 9 .� , . � i e �, . I -=.R a 9* 11 * REQUIRED ��, � � � -0 PRAIMATE PLUS REQUIRED "� 1 2 1 r � � � l' fL I/e. P#FLATATE PLUS I � i� - REOUTPEO � � � ; , _ _ J,/4 0011APOO STAGGERED W/ STUD i STUD � � I , ,nC,i � ql� OC , � - -_ t14 7 I � I " � I ANCHOR 0 2 I/v oz I ANCHOR 0 12 1/2' O.C. I I j , � , - : � - I I I � I WILL MOUNT] � L� - -1 � - . - �; j . MEWALS 1/4-0 PANELUAIE - t /4-0 TAPCON _,�,4 i , i D.C. I - - I L � -1 � . I ­ . m - i � �� L � " - "" I I -, : � I � �-, � I L) a) SCALE 5/8-1- I -'. tu;— I -.-.--;- ___ �� �_'[ - � , - I L] I � k I ; � � ! , , SEE SHEETS 15 & 16 FOR ANC�rM IYK & SPAC-4 TO- I . REQUIRED - . � I I INSOLLATION$ INTO vow FRAME mulim". '�"j ) L' I � . I I : :f L ", I j ; �-_ , ,,, MOO" ARCHM SPADI" A90 MeMILM CODE MAKE � - ­_ --Ir;_ , � 1_L�_..__'1'A_1 _1� - ,,��_ � � J ,,, 3- -JI. U) Ant INOTGATED ON THIS SCHEDULE MA E�V LESS TIM I " � INDICATED 04 SCREDia PEDWE ANCHOR SPACING BY " m MaTIPI.YVIC SPACING SIKANI ON WeDULE V TIC ALIERMINE R- Ammun 8- aw FOLAORING fACf0R& MR THIS OFMkTTON TO K POSSIBLE, ALIJENEf � m � F-JAW ALIERNE fl-Ifft - NN R_ REDUCED SPACING OUTMED USNG PACUIR SAALL NOT W j TESS THAN "MUM Smika INDICATED MR role" AMOM -L5 MR jp ,.,01111011"", " I'm ON THIS sz,PVOULE� '40.41100144 ,4 1 StKi� N Titz""k WAL6mNGS MITIONNIM, WALL MOUNTIMS WALL MOUNn e. I;kk ttz;�,',�, -It I .,,#;� , .. ',� %, SCALE .318-1 .NOS A . .. ,%,I I .,O� .... �._ '46" V_ ____�_/01 - - I/ '-,, ANCHOR ft __1?4 .-D-A ... - . A SCALE 3/8-1* g ... . v . - LLI , .�Ei� -y'. , Tljo �V -`,4EN,�,' , �oQ ........ �, , :3 uAm , �., se ..- - � 1. . li MKMM ANCHOR SPAM GO 3 I i �* Al. AAAAT .. I FLORIDA BUILDING CODE (Non High Velocity Hu Gone Zone) - �, , ... . FLORIDA BUILDING CODE (Non Migh Velocity HkirrilOcim, ZOITS) i I" ' rdCone Zonj �E * 1 L- - 4o, 44167 - -5 FLORIDA BUILDING CODE (Non High Velocity Nu 3 _T__ 4 - . 3 I ­ - ­_ - .. - --- __ - ­___ : - . momm- . * _7�1 - < .." i *. tm, . - � WTWA INC. FY mm, - - . i 0202a T'Lluo, 1w TIP .* ' = : It � I'LlIm � F.P. "4 �� I 3,/2 - . * :*- 24 WE CALVANIZE0 STEEL STORM PANEL DRAM WL i * I 4067 * S 24 GA%GALVANIZED STEEL STORM PANEL . 24 GAGE GALVANIZED STEEL STORM PAN& , = � : - 1, INSTALLATION ARE ONLY VALID FOR. A_S.O� DESIGN - ,I :*s C`%ft III, a" �, I AmIlL gm asom ow -?%. ST = . % 1, INSTALLATION ARE ONLY VAUD FOR MAX. A,S,D� 1 -o', STATE OF ..' rAGM j, ATE QJV i4r zZ "�--_� 0,1271"m PRESSURE PATfNGS (p AND PANEL LENGTHS AS *' * I 'a f- z t 'i. _\ GLOBAL PROTECTION PRODUCTS. I.M. "Y'"'c" - %, __ __ I ,�o 1, STATE dg��"^ � - / lime, \ GLOBAL PROTEMO OATL- ELEVATION ON SHEET 1Z � x 047-1 - .�5 � GLOBAL PROTECTION PRODUCTS, LLC. ,,E, N PRODUCTS, LLC, In'" DESIGN PRESSURE RATINGS (p.s,f) AND PANEL 1,� 0 ­­­­­- - I , .t=,v E, ORM 2, FOR NEW WOOD rRAmR: CONSTRUCTIm %wo S_; _ 1. - �z law TESTINO a I 1i �� At C - - ;�~ Mir =0 a mimm 4WD SA 61 WOOD, "GO SA 51 STRWI Ylt- �0 A -.. wl._­V�� P,4 -� *-W.-m, 2fl-175 1 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - 'WL ' - � W-604M. PAM n. =1 2. FOR REIV WOOD FRAME CONSTRUCTIONI WOOD V� OCANPAW DAM F, 33311 z , "� 0.0 , Ow ­.. , WAN-7,'.t FAXIG,Axe�, 20-175 -.* - �, jisslit;lit" � ---,i P,mm r MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 41416), ... lit-, � " = m- jf_ �, IIS�TSMT_�.TS, 20-175 . - - �, '­�'_ I - , I ,-- tou)"o-am C�719 -.1 � owmimc - I �� - - � ORMONG �. DENSITY OF 0.55 OR EQUAL - - Dkqma - � - DENSITY OF a55 OR EQUAL � - C� _.� OmIls I - - Ck-0006719 _.j - I - I -.1 - I - < 4ALIER A, F I P f wA/i;KNxRw,AmTr jz�, PL ::=. - _'m - I I Smw *6 " IT; _j , J1. ____­­_ I 11 - -"-- -jn-,g � � ���� � � �� � �� �� � i ��� � ; ; � . SHM IS " in L � U -_ I" m _L _k_________L_J__ P.EL qm�fsiONAluiuvbm FlOAVA 'r "IF ;'" __ =1 I I - - mu � I � Z - 'i"- ­ - ­: , rL =1 - WiF - �.. t--7;- , "'. ­ - P,OW, (cS.NIPI_ iRdFlm """4'sy-6-4� v ". ,/-,y ,�'. 11/1 0�,- 1,10RO PER ELEVATION ON SH Iz = � '_ 1p" ��!-��- 111ARZ; IN- - , - - _ c�t , - " � "_ , ._�_71- t� LENGTHS AS PER * , _ _ - __ � ___,__, I -----L, _p - .�j 'Z �Z�N*W.V­_'__ /TMECO�.... � ffi e -,�ZDR �Vr�z �_ L L__ ---' - - ..... ... ..---- . I - ..- 12 N"E"foGNAT ­L, _­­­­ML �-� . it� I . I . a_ SHEET NO. S H 1 AI Q _WEZZ11/W/i81'8 ANCHORS SECTION EZI AITERNATW EZIW ON SHEET Ill)-­­ _3 4_ UP.- CiASEE NOTE 2) ,(SEIE NOTE 2) D T�l I SEW LAST PAPEL3 fO' BE INSTALLFO At EACH OPENING SHALL ALWAYS Of PrICRADED w/ RCAP HAPIOLE To FAGrLITA,�j N,fsTALLAnDN Ir INTENDED BE NNSTALL-0 F-OM INSIDE OF STRLCTURL� 2 PER I or L E-Z HANG STORM PANEL "STEM (END PAN L (INTER.rJAI. PANEL) IINT R*R PANEL! (INTERIOR PANEL) END PANEL) L VAX CONSISTINC. (IF PANCL + Cant TRACKS TOP & SOTTM SEE NOTES 2, 3. 4 5E.- j NOTES 2, 3L (2'� END BE CONNI'CTIED TO 80"FOM IRACK P11*1YI 141k�� IWZ, V-o' OTHE HALi- BE PROVIDED AT TOP OF SUCH PANELS. 40,U P..,f 5 IF END PANELS ARE COINNECTFO 70 POrTOM TRACK, COP, L Si(ALIL CONSIST OF 1/4-0-20.3/4' ICS� W/ 718'0�3/�2 N"E. 'AN t NUT OR I/4'0z3/A* Min. THUMBSCREW INTO 1APPED BOTTOM LEA. S's SOLYS ISPOL'U, TRACK LOCAPON OF FASTENERS MAY BE AT MER Or TWO o"i SECMONS ,S vnuc�', EXTERtOR FLAT rLANGES OF END PANEL, Ll J, J� 50% W -L' (4) IN CASE THAT END PANELS ARE NOT CONh-SCIED TO BOTTOM TRACK A S-TOP SAM !S ONLY USED V, TOR) AT LEAST TWO PANELS SMALL IPF CONNECIIED TO BOTIOM TRACK USING $PECS I 7-F, I— -F-1 J_fl I I 1 -144-4-4 INDICATED ON NOTE IN SUCH CASE, CONNECTION OF I= J PANELS 70 BOTTOM OCCUR AT ANY PANEL LOCATION. SEE I' Wn ONLY VALO FOR WIND NOTE 170 m.Fh. ANCLIORS -(SEE SFCTIO� EZI & AutRIATI'VE EZIW 0- SHEI 18) *EZI/18, EZIW/18 !YPICAL ELEYMON FOR SERIES 2000 E-Z HANG STORM PANEL SMEM 4 SCALE: 3/32"-l' 7."7-(Mk uvrA� �1 *HDU VALLEY) h Z =ft, 77�� 7 7 7_�,_Z F. VAX. CAP cul- UCTIQN A -A N FLORIDA BUILDING CODE (Non Won Velocity Hur [cone Zone) E a.4416 24 GAGE GALVANIZED STECI, STORM PANEL ATE L01. I L E C Me GLOBAL PROTECTION PRODUCTS, I.I.C. AT/ o_1 IRI TRLff TIMITLK * V.419DUPPIG COWAMY (IW&� FL =I- 20-175 11JIA-Z C v-10005719 AkAP lk Jr ELI= , A,�45' ENGtNEEF"IlING 7 ENGINCERIN13 EXPRIESSO PRODUCT EVALUATION RIEPORT September 15. 2D20 Application Number! 1740,9.1 - R2 EX Project Number. 20-31543 Product Manufacturer All American Shutters wid Glass Manufacturer Address, 1540 Donna Road West Palm Beach. FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation, This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Flonda Building Commissurn) Rule Chapter 6IG20-3,005. F.A.C.. forstatewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance With the Florida Building Code ....th Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions, Substantiating Data.- . PRODUCT MLUATION DOCUMENTS EX . dramng #20-31543 iftfecl24ga Galvanized Steel Storm Panels (HVHZ & Non-KVHZ)', sheets 1-5. prepared by Engineering Express. signed & seated by Frank Ban"ardo, RE, Is an integral part of this Evaluation Report. . TEST REPORTS Uniform Static Structural performance has been tested in acounfarive with TAB 207 test standards par test reporlts) OBT-ASG-1 7-001 by Blackwater Testing, Inc, Large nix"Ife. Impact resistance and cychc loading performance has been tested In accordance with TAS 201 and TAS 203 teststandauds W test report(s) #BTASG-17-001 by Blacinvatet Testing. Inc. , STRUCTURAL ENGINEERING CALCULATIONS Structural engineering Calculations have been prepared which evaluate the product based on comparative and/or ralona], analysis to qualik the following design c6term 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. MiniffROMERIEWSSIEPOrafiDn 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, OIFERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM C&ENd INFERINr Expriess,com ENGINEERINGExPREss,com ENGINIEERING Page 2 (if 2 All American Shutwirs, and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress ties been used in the design of this product, Separation from glazrig I-. not required Tor installations outside at wind zone 4 and essential facilities. Impact Resistance: Large, Impact Resistance has been demonstrated as evidenced In previously listed test roporl(s), and is accounted tot in the enginvering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedulaks) on the respective Product Evaluation Document (te engineering drawing). Instaflatifon This Ixoduct shall be installed In strict Compliance with b respedNe Product Evaluation Document h a anginearing drawing), along wrth all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (Le, engineering drawing). Limitations & Coniffltions of Use. Use of this product shall be in Sind accordance with the respective Product Evaluation Document (Fe. engfirrearing drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material f1sted In this produrfs, respective anchor schedule. HOW structure conditions which are Pot accounted for in INS product's respective anchor schedule shall be designed for on a silo-speciftc busts by a registered professional engineer AJI components which are permanently histalled shall be protected against Corrosion, contamination. and Other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respectfully, 0. 11. % Frank Bennardo, PE ENGINEERING EXPRESSA 4PE000549 I Cert Auth. 9885 IEO SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEANCENGINEERINGEXPRESS.COM IRAWK ii1nA I P-Al.- V, ILL 2 �4 lP­ �rs V p, 3 R -1 Ij F F J /3 A! __;7JI H'�R AuRNAT_ftD­T Ewl zz, I* LY U. -7, CH rr ULL ;z r -0111u n H "I �111F r-,j z I 4 UJ P5 10 D_5., A,* 2 lcf- 'K 20-31543 F ft� ff�w I IN�IALLA119N DUALS FQR �ERJES 200Q E-Z HANQ 5TORM EANEL (1) INTQ POURED rQNCRETE. CQ!JC6EJE BLQCK AND W!20D SIR!ICIUBE CONCRETE BLOCK C.C. REOLORED 1/4-0 APCON. I'" HEAD 'I:', REX HEAD TM 0 p SCREW 40e' FROM ANCHOR 0 12 4, cl I EWE Off IMGV EDGE: OF 2-% S4. 000- CD Pg. TO CLASS al =N ALUMINUM POP r i POP SN, MONEY RIVET a'-o' 6-0, 11"'ai __ _ _ 11 MAX. MA kANEL LENGTH I PANEL L E`NGTH _A 9 1^ Min. 11 AN;oN 50 1 TM4 If- UNIESCREW XL 0 ro CLASS� OF it OF *L" INUMBSCREIV LID, T! 7 1/410 TAMW ANCHOR AR" Al"ON AR"A 1/4-0 1APC(OAN 2 .4' WOOD 'OW ON ANCHOR "(12* 6�6� CONCRETE BLOCK %'U'RED RECURRED, WALL MOUNTING YiALL MQUHUNG SLaION LZ1 ALTERNAM EZ1W SCALE 3/8=1' SCALE 3/a-i' FLORIDA OUILDWO CODE (Non High Velocity Hu icono Zone)] 1 INSTALLATION ARE ONLY VAUD FOP Mo. A.S.D. DESIGN BE _6" 24 GAGE GALVANIZED STEEL S70RU PANEL AM -RAO TknEul Int. PRESSURE RATING +/- 40.0 Ps I, AND 6'-0* MAX sTATE a IL ECO, GLOBAL PROTECTION PRODUCTS, LLC. PANEL LENGTH, C FOR WOOD LORO 2� NEW WOOD FRAME CONSTRUCTION: . 'esn" Ne".. MIDUSERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Ilk DENSITY OF 0-55 OR EQUAL IALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED Top MOL'ar (CORN (PERR TO PANEL SPAN)l TYPE AS REQ'D) SE OVERLAPS 01, MIDSP APPROMATIESPAN PLAN VIEW MAYBEATTI;�-___-' 0'375"1 86 BOTTOM TYPICAL VERTICAL MOUNT ELEVATION N'T S, ELEVATION I.Max (LOCATION MAY VARY� TOP nT (C. EQ.c 11 BOTTOM MOUNT (CONN-/ LMMI TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) RANELS MAY BE NOTCHED AS REQUIRED, -FLO �,41'-20 STTTC� PROVIDED 7HAT120NNeCTIONS AND 5OLTZM1 H WASHfEREL ANCHOR&ARE LEO W416H SATISFY WING NUTS FASTENED C SPANS A86VE S BELOW OBSTRU ICTION, OVERLAPE1 9 MIDSPAN � A PPROPPIATE SPARTI TAB VERTICAL MOUNT ELEVATION (NOTCHED PANELS) NT,S� ELEVATICIRI ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 ISAUGEPANELS irvNir,_ U� NU64 INSIGNE i ALLOWABLE MISTAUATIONSLESS (EISTALLA"5CUREATER AUESSU' tIIAN!I9'ABOVt*RAQf (PSF l SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULES WtTh NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCMEWLE is ACCEPTABLE, POP USE WITH POSITIVE LOADS LESS THAN 09 EQUAL TO NEGATIVE DESIGN LOADS. I 1FAMELFASTENEWARtiSTILIOSUSCIDIN CONAINCTION WITH ALL MOUNTING EXTRUSIONS I 'f--TPACK, MOOED APKILE� M), USE &ZT O,C, PANEL FASTENER SPACING TABLE VALUES FOP AU.,P� AND'U*-,HEADERS UNCLUDING BUILD OUT CONDITIONS), ABLE. OTHCRWISS Use NEXT HIGHER LOAD. I ENT39i, SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- 2- SCHEDULE is REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEX T HIGHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF e5SEENTIAL FACIULITTIES IN AsTM WIP40 ZONES I THROUGH 3. THE GLASS SCIRANXI'1014 �HFDULCDJS IRCEQQ�� MI NIMUM SERA RAI ION F A04 THIS TFC _ TE OR , IS MAXIMUM ALLOWABLE rv'r* DESIGN PRESSURES: POPT FW1 NOTED IN DIS1131 DESIGN NOTES: 5CHIDULES ni P I IVF NO N I E P L�l TED SE MINE R SE E SID IN E WITH wh 5. E IS �L C CE HAPTER -f �v 16 9 1 BUI I G E LL E LESS AN ) E L VE OIL VE D SIG - U � P I r: A� V J STED HE FCPLAN� ASSEMBLY ASS 11 - g 0 MI ez Iq GENERAL NOTES: 3:1 u V, J, THIS SPECIFICAiTION HA!P BEEN DESIGNED AND SMALL BE FABRICATED IN ON .. 2, 11 1 Ill I 1_111�1 IWILICIA18U.&TREILEHAS BEEN USED IN THE c YETEM i�iji'qo,�;,UL TRE11RIFITT C �JENSINEER.IIIECGRD FORTFP� PROJECT DUPE 711111111 : MESOMPUSLE rT,,iuCN r FORTHE INTEGIrYC,ALL SUPPORTING fINFAISCIIIIIIALL I ,LM ES ra THUS DESIGN WHICH SHALL BE CDOWTNATED BYTHE PERMITTING CONTRACTOR. 4 iALL BE R StPARATE'S­F III qu�. "N S, 4 11 M0 :'U`4'1AV__JS FfIGUIDE&D'O'k 11"[TriEDN"A MAI lip 1 IMONS AS MAY OF R.QuIReD_ E "'STEM DVTATLIED HVUD$` IS GUIRIZ, AR. -NOT plo"I.E 5 MR SITE MNIPTTIORS OUPMRENTFROM IHEHI,OIFITTIOII�5LVTAIAL��l�151ERIIN,ALICENS�DIN�lii,gEFtORUMSTERED AR E SRA REP ZTE SPECIrIc­UMENTS CRUSCIN ci 0 romur,=N crm Tmn; oocumeNr 6, DESIGN PRESSUREB NOTED 11SREINARE ASEDC11MAXIMUMTESTED rg FACTO T I TV Cil '1ORGRSTM 1, AIIIIIII&I.1111 IV =RWII,E. FAS MS SHA�LEE d1t71SAEGRADI! 3 UNLESS NOTED OTIE CADMI J� OR OTHEM� 1iFP_ATED CORROSION �TTU"I_MA 1 D23 N'i S'ECIF ,�UMENT 'W "OY"O HSTR MM�PR FOP 0 Be ON INC.L 6� ANY APPLICABLE FEDERALSTATE' ANDICIL, CODES. k a ALL TORN PANELS SHAULZIE 14GA �,.L 'RII F1.EUEi -AU_ CONIORMITO ASTH POSISTRUMURALQUAIXTY Srn�GUOGALVARIZEOCOATEMG IVANINIM U N 'N' LIJ 10. U. ALUMINUM 1EXTRUMONS 5 HALL BE 606346 N UM ALLOY. =­N1 11- TUP&ROTTO Cc N Dino NS OICTA� PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. Cc" R TEANC M 'ALL E TED "'To REM � E "s A MR T RE ME 7 H C 0 D "'OR'S Mr T 6 0 1 "Ev N VL in o`_E` C �`L I ESDC' ��r -ra PPIAta. To A� T A SEA D N VA '_ P " A B' TEA TOR "A T BIBLE � M I I A MIAL T """' " ' C� E 11 -1 E �ME H ' `R_F , Tr-N E TREE I I. OWN PLY, LS -IT L".0- _­ H-Is _.I ---- FOR " CO "'CLYCIRG _ FEES - -'FL_" - ISSULTENC 'E'.. "ATERIAL TY.R, II, A U I .E D FAR. a _ECFR` Im �c E..E mi�r "'HIC . FA , _ EP_ _R _A le, IFE Fe.,� ER AS eXP �N, NO Aoo�cuL L, R r IED HER aRTTFICATIONE OF Xr D ITJ�ANar tRTFM10nNAR" "T"'MCU."a AL"A' S4 AR�I.Tl��1196IN�.")ALIDAW7HMMRMC� N 17 . PANEISSHALLBE PERMANENTLY LASELID,W111i AMIN MUM OF (L) LABEL nR�VERYI.UF�,CMTA�ING7R���LDI'4lNtINFOAMATJON: VISIT ECALC._�0131 3 A F'RP �:fl� V 0 @MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANFES) TOP MOUNT sl 1A 5aFTRAgow IF IT 5- 297 27F-.3r_ 2-- zir (r NS&IRROARIft 23' 23' 23" IF` W' li� IV' 30' ZX1 30' 11' 3T' 0 sulkwa; I -W - - - =Y: :K 4 = - - - 2 T= - ZEF 25'. 25' 31- _K 50' fir W Str 2E1 SO, 31� -5F 0 __ 22` 22" 27' 1 V 29' - " It- 2T 22- _29' IV Cited Mount 24' 2C 24' 30' 4W ST 2T AT 24' 4r _LIL 3W 57 �`U"HVPW T a- 0' 23- 2-r 25- Zr 21f 2C ET 20' M.AWL�* 2J 2.0 24" SCr 60� 29" 4V' 24� 4r ST _!E_ EKF 2F 37 _�� 11- JL '9T TIW* W 26" Zi, 3r 13- 4F -v,- Ir -ff� - 2. NO U-0AUC. *RQA *LA94 UP Af�Pliifb W-IEN P�,ANMII JAQA&1fli nIAN T�Pt t9ftO, If. i All ­1­1 M­1, 011A.1 �It TARLI ­15 TO W- ZZl M­ 0A WO-T 6 ­ Tn� P, ­7 01� LIMPTIONAL INTERIOR FASTENING DETAIL IN'T'S. �FFR­Irll AL EGRESS PANEL DETAIL M FASTENING 'PAW 9114 IOO� PP JA z ,-z Uxul ILL 0.9 c, < => ILI 1 20-31543 1 C/) -?5 (3) > 0 (3) 0 0_ 0 co -0 -I..- a) a) 0 - CIO -= =3 M -cu Cn -0 0 70 �o 2 -= a) 0 0 0 U_ 0 0 > 0 L_ Cn ID ca_ .0 in CU C-1 C/) < CD C, CA -R Ca CJ J�_ t-2�250.' D 0�094] F 2 250' 0,0941, T J .4 TYR, T 13A 094" �X94" YP D62' lo 11 30 _0 3 0 0;0 375' W062- IL D P.Dow �- n2o 3.3801, MAN 0 301 q?N N_/ -LSLD41.560"�- -�L,560­ 03,76 Ot t 111%'�Ii -12.50V PANEL COVERI GE 77T -14,875" PANELLENC33 FTT �.c .1 25 T- 71%, J Ogg MAY,Mfi TYR TYP, OUP� TRACK LaILC-CUT 'F' MAOR T" AN B� �N� 376' AS 190 _T rT UK 0.12y, To KNOLE -T&N forENDE'Ve"I in 11 1'1,11111.�Ml OVERLAP MR K, - CDIVJERCL.�RF rE7AIL A 15" MAY, E2 MAX, Od LU BUILD OUT DISTA'PICE 1411 1 EMBED P NJ - OVERLAP 3S20 MAX, II MA)I, MT SOD' MIN _"c if MIN EMBED D 1:LAPROUIJTCUQ6UAPDEr,UL T VT 191 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS CP 12 S" 00, PON Im M N ammum mmu IMMMO MM Elm 0/2, If RIME fflfflm�ffi 9M mmlmm�=Mmm 2JW'EDGE D1STANrE E o"Re"' -.0-on FRE"URE IN a) v,w U, 0 wl"'. cl "1 -4 C1 It a Of 7,!!, , EMBED 33 48 7z 127. 167. lov. 10 1�' Y� __ - 16. --L mo" 7's" 12� 5�, 116.v" p. _�7_ z Y� 16 15�L 13�-. z 5p, ­a�, 1± L2.5, 1.-,0" 16.0" 7� 12 IC0` 141" 6.0" 1 mll�� �9! 12.5" ma, .." 115.0" 14.7' G. 0- 1' 1q.U- 14'7" B U` 141' &D� 1­1, 124T* Ei Bc'. AXII 1467" 6W! ,14, . 1,1 CII.E. 13 kPoPbaIlAEw 41 4S Ez 7z 1:2 �, 16.0, ISO'. 10.1'. 12.5. bm- L261., 7c" IZ.S!' J&D" 10.8 - 5.2", i�,S" 16.9' 14,1" ILI 12. 5" 1&0' 9.7" S.6" .12bT' 16.0" 9.7' 54" 12,5" ,a 14 16.0" 15,6�' -D 6 5.4 5' 1 �a.5` 16.0:: i0,0" 96" 5,6' 9,6�' 501 IZ.V' 115" 9.15" 5.6" 14,0" 9.6- .16" I-VV M.E. 0 --mminew, 51 TZ 1251 V�. 1115 125" JS�W' 101.2"W/ffl" i;L5" 11"o, =125. t2�81- Icv, 1XIA1, 161o, 10's" 1&0" 94" '16,11" ..S. L�.V' 1. V I I.: 711" 31 1_41 1 P-1 tl E, C 4a *" - 72 i_2151� 16101i 8.61. 12-5' 15. S3' 4b,V� Lz.V. �&U, Fol. 1z S, �0`11 4.81, 4'.. B25" t2.4_ 4 12,.T' 15.4" 5.9" 6,25" ILI" 4,7* 4.0' 6.25- [12.3" 4.7-' 4.0" 0-5" 14.2!' S.V' S,19' IE, V` 4,7" P.0" 7' S IV - 1�.V- . P1. 6,21' IZ T� 4 7" 4.0- ANCHOR NOTES: I ANCH04ZSCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUTONLY FROVIDESs MAXIMUM ALLOWABLE ANCHOR SPACING, KAXI MUM ALLOWA13LE SPANS AND PRESSURES INDICATED MATMAL,&ANCHOATVPE SELECT GN LOAD GREATER THAN Cf? EQUALTO NEGATIVE DESIGN �� _J 4 SHUTTER AND SELECTSPAN GREATER THAN OR EQUALTO SH917ERSPANL&ELECT RIP.CTION TYPE BASED ON APPROPRIATE MOU NRING CONDITION (SEE MOUNT] NG DETAILS ON SHEET2 RIDENTIFICATION OF CONN 3. PANEL FASTENERS' ARE MOS =TYMP�'NarynN WrTH ALL MOUNTING tmusioNs ("P�TRAVX,5_ruDDED ANGLE, FI-C) USE6.25"O.0 PANEL FASFENERSPAUNG TABLE VALUES FOR ALL '11'- AND 'U'-HEADFRS QNCLUDI NG BUIUJOU7 CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCDROANCE WITH MANUFACT11RERS! kECOM4ENoATrcAE& 5 eLiOcK HOST sTRU�Qmsfi LL CONFORM TO AvIl CID 5=K� SHALL 6 - �A. 6: W11 UM a EPMENT 'TED I N ANCH04 SNEODLE, EM r CE 7 MINUMUMEMBEDMENTANQeDGED157AN EXCLU DES STUCCO, FOAM, BAUCk_AND OTHER WALL ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE & CONCRETE ANCHORS NOTED NOUN SHALL BE EMBEDDED TO UN,CRACKID CONCRETE ONLY 9, WHERE EXISTING STPLUCTURE IS WOOD FRAMING, EXISTI FIG CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQVATE, WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABILE ONLY FOR :51DE CLOSID RE PIECES, 10. WHERE ANCtiOR3 FASTEN TO NARROW FACE OF STUD FRAMING, AASTENER SHALL BE LOCATED IN CENTER. OF NOMINAL 2" )( 4" (MIN,) WCOD STUD (Y," EDGE DISTANCE15 ACCEPTABLE FOR WOOD FRAMING]. WOODSTUD SHALL BE-sauTHERN PIPE" G-0�55 ORGREATER DENSFY� LAG SCREW SHAL� HAVE, PFULLIPS PAN HEAD OR, HEX HEAD, lk� REMOVABLE ANCHORS ARE- OEWALT PALIVELMATE, ALL401147SOLID-51ET&BRASS BUSHING Ll ACHLNE SCREWS $HAUL HAVE 1p- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND KAY HAVE SITHEP A PAN H OnTRUgS HLEAOO�, DR. WACF059OHM SJULAWALIK DOLT) 0 N20 ST EXO U T�C ;Jg� 13 _DM zNT AND EDGE D PIC 631 5R W LL I NISHES, C OR CONOrrION5 14: 911MVIMUGNEAMTIEZ APE H WHI'�'A A RE ROT ACCEPTARLIE USES. 6 LI EAR INTERPOLATION 15 NOTPERMETTIE0 MR USE WITH THE ANCHOR 5 EDUUESLISTEDGN THIS SHEET PA 14 Win 4 ILI cim Tog LLJ gr LIJ N C_ CIO 0 L_ 0_ 0 0 A Q) U) M M W z SHEET NO. IS H 1 .5.