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Home My WebLink About36537 Well Hill Way1 i AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJorADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.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 CONNorCONN. 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 Fir. Floor FLR SYS or Ar 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 K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or 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 Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAID 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 SHorSh. 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 SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL orV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer WI or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDRorWDW.HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06.23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE F41 41-16: 11 Z S ICI 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. m c* 0 cv C� cLLa. 41 dLJ C Q� C e . , CD 3 a w _�.�� CZ i �aC a C1 C l7 N E r� .� fl W N a " co U zco W-� a �BFE4ta2 a' \ ` � 40 `, -��: �� e° rya •�"• Y F� 19-1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E 0 QCDo 0 c N N U:3) � LL QN MN V LL LL Lll J c � cn 103 Z -W —a a Y W o ` CO o Z n N Z ¢ J LLco CP 0 I IL In N Z U O U o Co W El (D � `n z N M o Z N ML M ; z W � a 4—J LL W W WU L„ g c w V)co uaa U J F— oil r U o Y � U) Q p 0 N J ts .4 o w J o Q c, w� Z o � o� z® MW E x�o Z a � L <o ww co ¢ p z aoZ W 0 m Z J v 3 F 0< 2z go W A oLLLL w a v w � 0LL wF r7 � M V ao ZIo� 6 U � =o 0 = J > Lo 0 rn C7 M co :3 L CT co V J o> CN m — LO LO 0 CV '� N LO n O LO f V) N T LO a, M T M LO o Z Z E N y CU IL E U Q 0 JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. C S VARIES, 2" LESS THAN CABINETS BELOW I L �= INTERIOR DETAILS_ VENEER KEY PLAN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS � NO � I I I I , r7so BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = T-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18. X 25 -1 S.H. 13 20X3838 18JX37i S.H. 14 20X508 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71J S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1 H3 27 1/4 X 38 $ 26 x 37 1 S.H. 1 H4 27 J X 501i 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 361 X 25 1/2 S.H. 23 37 4 X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 361 X 50 S.H. 25 37JJX63 367'X621/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 J 52 z X 37 S.H. 34 54 X 50 J 521 X 50 S.H. 35 54 X 63 52 z X 62 S.H. 36 54 X 72 52 4 X 71 S.M. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL2.OE Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 Q),+26.6 / -33.5 �G SEE SN SHEET HO SEE SN SHEET 140 MPH Aiii� 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 FIRST FLOOR PLAN - A SCALE: %4=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. t c� ca 0 Z c o ss. a o ci a cQ mcoN - -o to .yc eR m o N W cc Q. d L � a tj a tj d ,r ar 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. WW E O N V SO N N v N CD 0 C J 0 20 fN 4 LL -d H Uj � � � 0 0V t�i W 0_ a cNM a a U a c� Z z 0 0 mom N Cb 0 m J Q W (0 . ¢ z co z O ,n N V F ❑❑❑ z W <M') N M O O o ^V1' a C o W L C� a W e� 0 W o to c) F- - E T a = w ) d N 0to ti o W W M m 9 Z CE C�L® E U ooQ� Z® oa e- eo o E Mg o< Ep 00 &Z a r° < o Qo w y U m� 0 O F m J 4 Q W �2 o� ¢O aZ m =� aLL 3 >0 M aF 0 O 0 m N f0 M () LO Q r c co T 0N N N � O LC) r U N r ai T cM CM o W M z z E N a ra M a E E U � Q p � JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 1.1 3 N n L v V) CN .a CN n N 0 I h i J v v- :n a n J N to I N n 0 L v 0 0 J cV 0 i C a G co 0 0 J 2 U J 0 CV n i Cq No cV n n z z y v :n STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9116" (" 10" TREADS w/ 3/4" NOSING J USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. -� i16 1 A i15 i 4 o i i13 M -112 i 42" KNEE WALL WITH i 1 1x8 CAP & CASING _ �-I'10 36" H. CONT. �9 B rnl� GRASPABLE i 8 STORAGE °C RAILING Z7 UNDER 0c � STAIRS � i6 1x TREAD 1x8 CAP & i5 (TYP.) CASING i i4 1x RISERS (3) 2x12 (TYP.) 3 STRINGERS--.,2 N 2x FRAMED 2x FRAMED WALL WALL 1 , 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. mC 0 •-IN ITN CONT. HANDRAIL 42" KNEE WALL RETURN TO WITH 1x8 CAP & CASING WALL DETAIL �� DDEEPLYWOOD CKING(:D .7-FLOOR SYSTEM SCALE: NTS TYP. STAIR SECTION SCALE: 1/4" = 1'-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side o econtinuous ru of treads or i p n I f each n 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 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3 STRINGERS w SIMPSON A35, MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D @ LANDING STRINGE CONNEC 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 (i) TYP. @ CONERS 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8'-0" FLAT CLG. TILE 25'-0" H1 OA 6 25SH D2 TB 60" X 36" - - SHOWER OFIBERGLASS SURROUND --3�_4 TP - 5'_5" - BATH - -- " FLAT CLG. -Ir- t- TILE 2668 2068 r - _ _BF' _ G' 30 30 4SH o o R&S r3 =l 49GE�5S I M WIC It � 1 8'-0" FLAT CLG. 2068 ci�1 CARPET 2668 TILE TO 7' o A.F.F. UHA 2 4SH 00 -0" T CLG. LE 2468 '- TP 5'-9 TB BF 3'-0" 3'-3" - F - -; in I DL668_ 2I _ _ I LL w I D. LL 42" HIGH 1/2 cn 1 IM WALL W/ 1x w CAP �I W. -0" 6-7" �B 6 25 SH D2 EGRES OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. 1CHiASE11 2'-4" 68 c71, CV BEDROOM 3 8'-0" FLAT CLG. CARPET G.T. 10'-4" I I I I I Q I I I I I I I I I I 00 61514131211 11'-0" 0 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP H3 w =O WOLO N C 0 Co F- N 0 00 It 1 AO('. RFV 10 1 90 (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18IX254 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50*' 18 z X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 3 X 50 J 26 x 50 S. H. 1 H5 27 J X 63 26 X 62 112 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 i 36 J X 37 3/4 S. H. 24 37 J X 50 i 36 4 X 50 S. H. 25 37JgX63 36JX621/2 S.H. 26 373JX72 363X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S. H. 33 54 X 381 52 4 X 37 i S. H. 34 54 X 50 J 52 J X 50 S. H. 35 54 X 63 52 4 X 62 4 S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE HZ (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE OH4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / GO SEE SN SHEET �H SEE SN SHEET OW14OMPH 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 SECOND FLOOR PLAN - A SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools P 9 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. 9 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 P P appliances that li are listed as flammable vapor ignition resistant. pp a s a p g WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) a" c 0 7C W -� ate© R co >4 L a RC �'•'ao w c�c a �N� au 0 3 i > Cr-' C o a tiad?6�4e)�SaiEj�, 20 F _O . "g+ P �,a• G ZZlf If ,fMy� 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 - 9 PY 9 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� 0 COOO CD N 8 a N_ m 0 N �F"ro yr 0 di V) F'- 1"0 J M M Mir N S J ' c u- -1 5Z w w IQ1^� J w V O d Y IR Z m c °' rn L �� t r- W co . m w J �. LO N Z Q co J 1- N IL of 11 OU 0 Z 5 1011§7 W ❑ ❑ M � o Z Z � � J N r> U) V) Z QD 0 LL 4-, N w 0 m U 0 o w V) �N „. z p N Y IM, N 14 o Z< W M M J Z o Z Q g E Q Z o y R o CUrd w� 0® F- (O <_�� o 00 U I_CO O < Z CL) M ° O Z L 4 W m 0 O Z M J m <� aw g 0� ZZ Z ao W a 3 oLLLL W ¢o a yF m a� �- 0'3 J� =0 J o v wF ol¢ ;o a= 0 3 C C: _ >C:) J L6 a� m 0 � N ^ Ili / LO wIUD CV m = 4J LO 0 -� co C3� CNI N L- Lid o Q Ce) Lo N T T LO EM ca � M o Z Z E N cc cu 0- E 0 � a o 1 _J JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 1.2 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5.9 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 25 SH 25 SH / 12^ 1,—FLASHING ---------------------------4 -- CJ / WEEP 35 SH -------------------------- 12 5.9 HGT. 0 r _ HDR. HGT. REAR ELEVATION — A SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. T.O.P. 12 5.9 " 12 5.9� 5'-0" RIDGE VENT m w FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RIGHT ELEVATION — A SCALE: 1/4" = 1'-0" 5'-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RAISE BANDS OR FOAM PER COMMUNITY SPECS 6 = EXTERIOR PLASTER 10 TYP. �r°' ON FRAME EXTERIOR PLASTER q CO 1 H3 SH r_ C J 1 H3 SH CJ ON FRAME FLASHING TEXTURED CEMENTITIOUS FINISH ON CMU SANDED FINISH U U v = A V �1� I E] El Ll Ll El El El 00 A" FRONT ELEVATION — A SCALE: 1/4" = 1'-0" FIN. FLR. MI< T.O.M. ;- FIN. F ALL TRIM LINES ARE SCORED 12 4 FLASHING ----------- -------------- — — — — — — — — — — — — - — — — — — — — -- — — — — — — — — — — — - — — — — — — — — —�— — — — — — — — — — — — — — — — — — — — — — — — —,— —I-- — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — —.— —I— — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP CJ / WEEP LEFT ELEVATION — A SCALE: 1/4" = 1'-0" T.O.P. PSI FIN. FLR., T.O.M. TEXTURED CEMENTITIOUS FINISH ON CMU 00 60 FIN. FLR. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor 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"-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 7 011 `r o �U O W a rn o cc co x 61- o_ N d =�cc �o �v ., �y�pti!!!8f$f6f6��yd Leo Wtv6d+�m° U + ' w O OF �. • � o.. Ft °•.,.....••' <.;. a `ate �_ >o e'9F ' O>OF)1E1SStIQl� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N _. W E O U �Q O N 0 o y N So C co r j 0 ��Co r N v� r- Z a NO# LL t tii N a - =� w 2-6 w a u- a Z m c a vYi W0�4'a' m LU ZIL `n M Z Z N O U < c) W ❑ ❑ V (h � z N C7 0 0 z o Q v — a N M N L C) m U O r.0 o �N c� = w U o N 0f , 0 Q 0 • N o Z< W M C�J O Z Q E zo �o <R E p >= V sLL Fz Z® oa Fes- fi Zo C)o � ooZ Z a [o L Qoo wW cis z W mo ZW Z a a� OO J o o Z Z, < �Z W T � m o w ¢o a Z Z oZ w 3 '0 o <� 'o ct zla ¢ a cc a) J Lo 0 a� cc 0 M co N LO LO v, N m L / ~ LO 0 N o LO M O Ln Q N �^ CU M ` M L o Z z E (n N `m c d E U Q p a cc � JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 2 r 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. 150A1200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 Do #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 t0 WH 10 #8 to Range 10 #6 to HVAC MAIN W O 150=2l 0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND BY POWER CO. INTERSYSTEM4 TDisconneSERVICE Bare Cu Ground BONDING4GROUNDINGWIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 16 EXHAUSTFAN 111611EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) 0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) f a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 11 II II II 11 ===J 1.5" VTR ,III I� I I I I r. I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DI o I GFI 2X4FL. / I KITCHEN IGFI I I DEDICATED RECEPTACLE FOR MICROWAVE IGFI RANGE HOOD PER SPECS 37I 1 01 II II OPTIONAL LIGHTING SCALE: %4'=1'-0" SWITCH FOR DISPOSAL IN CABINET— r====-, II 111 I I ALT I I AC PAD I Il JI WP GFI 4 DISC. WZ O LU >_1m 0 r PER SPECS ELECTRICAL PLANS SCALE: %4'=1'-0" N z c CD m m WA o t �s r co 8 G sr- sa ..t.� . 2 CO W U Ca c E ,y 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 v Ep QO co U 00 N n V N 6 C: Q a) x* u a • J LL U) z � V �Q/ 00 � 0 O S (1' S x. 4' W ink rn Z Z LLw ¢ r- z O N to U I=— Z OU ❑❑❑ W o g N � o J M U)L/)Z (D o LL A LdJ M. O LU oUtft V) c!1 � f6 C) C =e EdJ E - 6 O ml U o N N � o JZ w M J 03 z a `2 U_ EI Za >ro Zo a 0 E U wO z Z® ad ram— rod CL oa �o t,< "':' E to ao a �z w Z d7 Z 0 , �Z M a ¢z a 2U m0 0 Ott Z m �m ¢� <w � Z C o= OLL z go W T ? 11 =r � O 1, H — wz S� d Z< 0 Oi >6 Orn E m co co Ln U') Q Cr t- �- m _ Ln ± + _ LO 0 CD N N N Ln � r r CY) co0 3 MLOZ Z E N :v to m d 7 °? M U Q 0 C CID JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A 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 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN —A SCALE: %4"=V-0" era N C7 r 0 c NJ s o- a co K .% Ll- 0- co v QCo Q C a� 0 �.l.a.lftr`�b34aa4_. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v E 0 a 8 o n it t -co N N in phV== u) N qk l Q :LLYL L. W W d 13 y W a� W rn C> °' m Lu Z CN N Z J �^ N U CO) zO m C' N c7 CC' z z o � ¢ d: J N M (1)Q) C L.i Y N C, m U 0 L J o cN ci, ums ra !— N ~ J N 4 z� t L - L Q /= 15 C) O m C Go ¢ M M® W o M M J y ¢ O w Z Z z ca E -O <c C.,C) E: V aLL z a© o a Co T,. QQ�i7 w 0, ,WZ<a� E aQo Z ZZWCdA)T o6 Z0wm� CA) o w 0c o Jra) o0 n o o azw <0 m W r� = I- o wF 5o IIIIIIIIII' d- za a O 03 C O J >� Ln Qrn m M LO L0 C r cB Y U w N m — LO F-4-1 LO 0 N O CN N L 0 T Q r LO w M T- � M �; � o Z W z E a E U Q p JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 4 I Ic I ".i. iti lL-:I I iILAU 1k,11 JAItirS I HUM- .. irYitl '.{it i-1, iiili Y .: i I11-1 1 7T-I -1--i WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU z W J CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ,.a ,. 1 �f �' #5 CONTINUOUS � REINF. SEE FND. FOR •." .`:;; :'� F QUANTITY #5 X 25" X 25" CORNER q j# y BAR ONE FOR EA. ° rr w°° 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 SCALE: 3/4" = 1'-0" PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE FOR WIDTH 0 ;t LO Z 0 O 1 U— N z o O~ O� u- ' r 25'-0" 10'-01, 15'4" 1-4 7 4 1-4 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. L 2'-0" x 2'-0" x V-0" #5's E.W. TYP. T 6'110" 1 6-2" 5_2" 11 21.8,1 TYP. @ J AC PAD 2 STORY S6 U.N.O.En ■ ■ ■ ■ // ■ ------ M--------------T-----I I S3 INDICATES FILLED C LL /3 00 PSI // / i ■ CONC. GROUT FROM FTR TO BEAM w/ 1#5 REBAR VERT. ABOE SLAB. 1 TYPICAL @ ALL PLACES SHOWN 1 HOOKED FTG. DOWE S 1 �" / j / HVAC CHASE EMBEDMENT W/ 25" E T. AB VE SLAB /j BASED ON 1 "GRADE 40 STEEL" // LOCATION ■ t- I 14'-2" 2'-6" b 6'-4" °0 1 r------_—� /'F1— — — — EE I ■ I / TYP. @ ///-� TYP. @ � �; 1 � 2 STORY U.N.O. 2STORY 1 / // 1 I U.N.O. , 1 ■ 0? S6 "N CONC. S B - 1 r 2' 11" �PLUMBING I I 1 3-1/2" MIN. 3000 PSI FALT �_g� / STACK iv r I CONC. SLAB FOR AC PAD ( — N I I HERNANDO COUNTY I ■ ■ — J Li ONLY 3-1/2" MIN. 2500 1 L — — J-1 PSI CONC. SLAB OVER 1 q STUB UP TO 1 6 MIL VISQUEEN 1 c� 2ND FLOOR I C J VAPOR BARRIER e L!i 0 F- O 10 — ■ I I ■ 1 2'-6" x 2'-6" x 1 STUB UP TO 1'-0" W/ (3) 1 2ND FLOOR #5's E.W. ■ L---FORA/C --- ■ I ■ w w H.W -3 1/2" C K =CD I I CO O W 1 1 S3 S3 LO 00 ca 0 0 U") A. CD CV co BUILDER TO —1----J j O m 1 Z w PROVIDE I ■■ ■■ _O Z 1 APPLIANCE 1 411 1 PROTECTION TOP OF CONC./ �0 PROVIDE 1/2" x 91/2" 0 Q WHEN REQUIRED PAVER TO BE4" I 1 RECESS FORFRT.DOOR ■ PER FBC I BELOW FIN. FLR. I �, o YP L IOW I S3 1 >w32� I _ 1 ■ — — S3 �.' i I o 2'-6" x 2'-6" x V-0" N W/ (3) #5's E.W. - - C.J. — — — A A(2) #� VERTICALS 17/62'-6" x 1'-0" W/IN ILLED CELL #5's E.W.TB C' J 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 16'-8" 16'-0" 25'-0" 1'-101, A S3 o TYP. @ c, SINGLE STORY 5'-4" 2'-O" x 2'-O" x V-0" W/ (3) #5's E.W. T 0 Z O O VJ ILL N NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: Y4'=1'-0" ers N N t� W .►� o = v cc a a icc o N 'B Q i 4 w cm. c c m R d v d y a� cc o a u • r�o `. cam! ��;�✓ ll 14 ��E Witon,111, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E c a o �8 N N N m # J 6 Co a) J •) LL 0 O? LL U) n� Ji LaufA ej cM*> �v 3 w a a Z Z�� oo AMC, ow3: W U) c� J k z O Z LO ILM M Z V - 60 ❑0❑ Z W M � N (") o g N o Q J V} a U `o LU 0 a O LU o V) w tfifls ZD U ) N ° Q M 0 o z W M M J Q Z � O � Q g LL E w o � > ¢ N � p E z �_ o� o0 o � � ao -z �z y , a0 �� QO m� OO Z N °< ao W m Qo o �LL �_ �3 J Z W F J o ` w� 2 ao e3 C O _0 J LO O c� M co CN LID LO T A co T a. (� � � m N LO ~ LO O 04 -- LSD r LO T C T Z t'M c\ co o Z Ca Z � jj LO E N CU a a U -j Q p c JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 5 ZS TYP. @ LOW ROOF U.N.O. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF) EFFECTIVE WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 1 3 1 3e j 3r 10 HIP -35.94 -49.57 -49.57 1 -49.57 GABLE -38,22 -38.22 1 -60.99 -60.99 1 1 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or 15/32" EXP. 1 (33/16) TILE: 1V32" EXP. 1 (3y16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'h" x 0.131) NAILS OR ASTM F1667 RSRS-04 (3" X. 1 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 6D SINKERS& LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 1/4" x 2 1/4" TITEN (2 PLY) OR (28) 16D SINKERS FOR FRAME x WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 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 (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN ELEV-A SCALE: X 7=1'-0" N N Z .o --1 W o � � n s— a ,r c LA_ 0-- N cc N .9-- Q d N cu cc i, ` a, a' � eu = a+ 'cc Cn CC 0 -�,o lid'✓N • r 0- o i� Cr ' p. 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Horide 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. P W f' O p� 8 a M N o 7 V ' C S r n A I' � N O 9k LJL W Q J EL U w Z L m� 2Z �Y W 7 (0 N M O ' L m w Z -0 LL Z0 M �n N W ❑❑ O O O Z N Q Q � Q J — N U) M �^ Z v `o W W OW o ^ (J , (- N �V) (tip f— in U c - E I =�7— U o N N �t � o J z w M M ¢ Z 4l z Z �a >N zp a p E U o° z z® oa _ U U o o< z d t <o o wZ rw cn M z� 30 O U w °o z Z Z lli yo rz 3 �w Zo W � 29w <o z = O 0 ¢ � O CM w zl< a 0 C O O i j O L6 O rU m 2(0 Co 0 M (0 U') L0 Q T A cc T 0 LO LO CV 'n N LO 04 � r LO E w M co L0 o z Z E CV ayi `m rz CU a E U Q 0 JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 6.1 --_�_.,-..- i r—I,. - ----r--I 1-1 ----1 TYP. @ F CORNEI n I I I I L— — — — — — TYP. U.N.O. —I RSH ENCLADD CLADDING W NDFPRESSURES ANDOSUUCTIIONIS FOR MEAN ROOFO OHEIGHT ST 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -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 (2%) or1%2' EXP. 1 (33/16) TILE: 1%2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131) NAILS OR ASTM F1667 RSRS-04 (3" X. 14V ) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D INKER & 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) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 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 (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 (6) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 �1102(A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CONTLEDGER� CIV = (1co Wiwi U) ) 4m, SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN ELEV-A SCALE: v4'=1'-0" eh O N 1�- � o 0 W �o a. r' ' C' N A N � V7 -fl O: i 0 cccv CO o• 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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS + ; FORM & GROUT SOLID O ••i O O O O O v '. -� 8F8-1p�B/1T 8F8-0B/1T 8RF6-0B/1T N LU Q 0 0 0, • 0 ,.�"• V • O O O O 0 #5 BAR CONT. 8RF141B/1T8RF14-OB/1T 8Fi6-0B/1T 8F16-16/1T 8F12-1B/1T 8F20-0B/1 T ISD © V' LINTEL DETAIL .. M . W : n Ig'..i'.'T� 97-,W-.Tq SCALE = N.T.S. i 9 E f NONE -M-08 E S E .0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8F 16- B/1 T U ¢ fNOMINAL. QUANTITYOF yr WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5REBAR ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL • 0 ° ° .M.U. #5 REBAR AT TOP 4° • MIN. (1)REQ'D 1-1/2" CLEAR UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END - PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR 17 44 • ' �4 i` �`�" w-�r�'�.G�+-ems' ' �-' ' ��• '•-�� ' z . .M . ... •, •. a .'.. • ' ••� •' Q 3"x3" HOLE • ' 1'' J ' IN BOTTOM OF - ;' ; PRECAST LINTEL TO EXTEND WALL REINF.' • I • THROUGH AS REQ'D. REBAR BOTH SIDES REBAR BOTH SIDES ; OF OPENING U.N.O. OF OPENING U.N.O. '.'. • 12" OR LESS 1. .441 " INDICATES :. :...• :. •• .:• FILLED CELL FROM FTG. TO •: BEAM w/ (1) #5 .. .• ' .• . ,: BAR ; 8" x 8" x 16" ! CMU U.N.O. TYP. DOWEL {...{, 25" MIN LAP (AC1530) 4. SEE FOUNDATION PLAN FOR- SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION SHEAR FRAME U) SINGLE OR MULTIPLE WINDOWS SCALE: 112" = V-0" REVISION 10-19-16 O 6'-0" LL ° a • ° GROUT rn O 5 REBAR ATZZ = u w ° BOTTOM OF 0-1 z W o LINTEL CAVITY o - 4r -0n LL OTTOM � T U -' REINFORCING ¢ ¢ C7 m 7.5/8"ACTUAL PROVIDED IN Z LL - P u 'NOMINAL WIDTH LINTEL ¢ _' C1 � #5 REBAR AT BOTTOM (VARIES) v~i aW[ a g AS INDICATED MATERIALS I -ntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 1 V slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 8'-8" LL QMIN. 17 4' LL O 4'-6" LL (2) 4'-6" LL O 5'-8" LL LINTEL PLAN. SCALE: %4'=1'-O" r '-c yUJ a.5--c c. v CO � a =R®� e m d � Q CD 2 07 tD +DVS=` O / To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 U N 0 ^m .d)., a0 N c.i G dt3 9) ro N o M -,zr 25Z N J '� J lL LL 5 n. a Z -a 4 r6 C NO_ ,¢ WYO O W Co N � $ U) cj m w Z L Mz ¢ J J IL Y N O U < O Z W ❑ ❑ M Z N M � o Z N z o � rZ � r M U `o w � d w U _ 0 w o sass tJ1 c l/1 (� r- rn U • � ta�1c= U o c v' m Q w Q LL ,e Eo _ E O zo �'Z >N z ¢ na F� rog ti ?o C�o 1= o0oZ ao az ro wz Wz <o w� Mo OE ZJ a o� Zz go W CO T 7 o LL a N F m LL F 3 o Jw w< 5 >0 � old a� �C:) 2 'L6 O M CM LO � LO CT T c T a. U) m 3: N U') N - N N Q Li) r � r C.0 LID E cM M o Z Z E N cc d E W 0 Q � JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. 7 J w I x u7 0 0 0 J N 0 I N N LO 0 LO i °_' 0 Cr V) c N N i 0- 0 N E 0 x J ri c 0 0 0 J ti N 0 LO 0 0 0 N 0 LO ui 0 0 w x d� m -v a� 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 1 T 2 3 S 003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CER, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4,7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95%" MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill 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$.1.5 -Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 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 building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O 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. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. en N N 1�- c ro 0 Z -a =o > W co N N - � � c is m u oW c a o � v . °te�e�4Yirl�Y�Si r e.- ° i_S 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. ., " HW C)QE C,) N `: Fes. 1 i G N 21 CD co CO N N r 1uI� U) r� -� s J 4- �Sn `a(`N Alm 'AQ 7 � LL (a J LL U, LL t i Z _j o m s°o z W rc" rn it °' s'y Z m co N Z Q Cl)o aN Q O O U ¢ U _. W 0 El Ui M tfJ M M � z N M _ O o z � N z o � Q C-, CL N z 0 `o " i 4- 1ij- cn w Y O L" C, c 4 wa U - e `O m c4 x.s U Qco N m Illo o Z w M Z Z w � =o <z Zo z® p >= 0 o° o a (6 ��oz 0 a w ¢ �o d yCIO- 0 <o aoo �z ww � or w� m� Z °W Z m U "m " aw �z S 3 Qo U T O¢ N W pip a o aZ�w r o w� =0 >° M zla a F o z 4 0 0 'LO O m m C7 M co N LOL O 0- ILL (� LC) m O M O LO r Q N r LO Ltd o M w � M CM r- N L o Z Z E N C: m 0- E U J v' Q 0 J JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. SN I II - 1-1 117 ti _T__ - I i J N 0 U) 0 Q N 0 I N a C� O rn Q N N E 0 S C J a 0 v 0 J r7 N N 0 0 6 a rM 0 LO ai 0 U W 0 J Q m 0 v� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-011 TANK -LESS W/H CORNER OF t l HOME H C G GARAGE SIDE O 00 Lo 6-011 Q - c� STUB -OUT FOR Ile 11-011 0 GAS METER O o Lo _ '1• U O F- N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. II T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x p 1-118" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. IVV IIVLLJ tL/\l,Ll I MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2° min. max. � 4 max. �I Clinch nails when possible Tight fit L 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BC15000so 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000so BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 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.* use l uax i" naus at b- O.C. Tor all joist blocking panel *Non -stacking walls require additional consideration. 611 A 1" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / PlumbinlIg META12 TSS INSTALLATION 1rr - J 11L Joist I Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-1 Od nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap 1p Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. rO.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR--'°• ° . • .; . FOUNDATION INFO a STEM FOUNDATION GRADE a REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nrnr I1r-n-r1nA1 Tr ini 1 ruin TOP (2) #5's x 4'-0"—\ CENTERED @ PIPE PENETRATION q d . a PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a .1 a �� SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE a� as G 4 N ice® 00-r- a Gl cc W W R � 0- a O W ° ®r vc : c* .. r" • ""may • 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 TE N O N V co N co v y �� 0 LL 0 �� LL 1 Q LL uu C! o Z �S 0 0 r s O � 5 5 c6 N� m L Q W Cr ¢ z 'ro M z U OU a: LL Z_ LU co z N Ott ❑❑❑ W M a) - N 2 o � � N O r -{ M V) alit (r3 `o _M1 � L D O - V) tA U) LU z AS e` o w IV M M S� Z ¢ 0 Z C 2� Q E U zo t� z za as 0. x o 0 O U G7 C cap C �¢ °' z p< a z �o C 3y OU m� ~O ZH m � J m ¢°� �w �z S a° U memV3 a - K0 a z N"x o M - ® aQ 0 Cn =�Q o o s� _ a Ln O iU rn m CU N co D CN U—) LO L0 = O co N r 04 Li) r CIO N r z T cM M o z E N co a E °� Q o c � JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. S N 1 1 it 3 -o w 1 N t2 Q N u7 ID a N 0 N 0 i N LO 0 CD 0 2 cn Q co M CV N 0 a E 0 `v i o.: J T7 N N L0 Jj LO a a 0 L 0 0 W 0 z 2-.5 v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TnFNAII S T A R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" /Ir6 x 6 W1.4 x W1 A r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A 4 WWF OR FIBERMESH MOISTURE BARRIER 1 D . a • SHINGLE ROOF, SHINGLES TO _ e ° BE IN ACCORDANCE w/ ASTM -III= =1 I I —I I —III I D 41W D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ' I-1 I I I III —I ° — ACCORDANCE w/ TABLE ' I I �I I-III-1 I=I 1=1 I=1 I I=I I-III=I R905.2.6.1, FLORIDA BUILDING -I I III —III —III —III III —III I I —I CODE 7TH EDITION (2020) 8 -11 I I I1 i 11 I I I I I I II I II I I- 11 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER-N 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 w a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E ' D D `° Cn D W 6 MIL VAPOR I I D 1=1 I= - z - BARRIER 11 r COMP. SOIL. I I II1 1 (COMPACTED TO 95% MODIFIED PROCTOR III III TTi=TTT I 71I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. CHAIRS TYP. ON 1'4' (1 STORY) STD. 90 HOOK (SEE O 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 J-I Ill l l 11 it I I� I IiP FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'4' (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ? Z mac; GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS J z I J 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL A F F O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 11111 ELEV. -0'-31/2" 31/2"MIN. A.F.F. O 2x4 CONT. w TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS, S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. - = 1/2"(min.)-4" °O :11=1 I F' —�I ° l 31/2"(min.-4�I — GARAGE DEPTH VARIES ITj-1I _III' I I - I' - I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10) 10d NAILS _ `�' 2x P.T. PLATE TYP. ASSUMED FINISHED ' ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY _ 00 NOTE: - *FOR BEARING WALL T W/ UPLIFT ONLY — FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" GRADE _ _ _ _ =(1) #5 REBAR w/ OPT. II I I II I II I =11=1 I I= 11=S.QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —� O.H.D. RECESS T 4 .. . w -"I I IT—�— III=11 "-- —III—i I 4„ I I °° SEEA/S30RJ/S6J -'L 11 IllT,li IMP FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N ' CO 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E D D N a .D n D e M 6 MIL VAPOR BARRIER �I I1111 p 0 (2) #5 CONT. 4" 1'-4" 8" I. U.N.O. MIN. TYPICAL BEARING WALL C STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" c� - 0 ecs' 2x STUDS @ 16" O/C ��o s INSULATION PER FBC AND ENERGYN FORM SUBMITTED WITH PERMIT /' \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH co 31/2"(min4 (2) #5 CONT. _l 1 1 4U.N.O. =T_II11 1=1I I1I=I1 I I I —JTMIN. TYPICAL BEARING WALL S T�r1E1-[rP@'—Ti� 2X PT PLATE 20" MIN. LAP [24MIN. LAP] #5 REINFORCING LZ WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] =1 I I=l= AAA\AA,R 1 7/8" #5 REINFORCING BAR T�IIIIIIIfllllI T COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)1TfiiiD ' 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" — CONT. BEAD SEALANT ¢ INTERIOR . -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E � M 6 MIL VAPOR BARRIER —III=I III II II �I l f Tf1 ,11 I,i l l 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT, BEAD SEALANT E 6x6W1.4xW1.4 N ' WWF OR FIBERMESH K S3 • •I I I IC W REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-6 ' TOP OF BEAM (2) HTS20 — 2x4 P.T. PLATE 7/16' O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z O w Q > w J w o w w U) SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOLU Q BOLTS 6" MAX FROM LU CO o END OF 2" x PLATE 11' D V 0— Tf I—ITf— I ' (2) #5 CONT. —I I I-1 I I: ON 3" CHAIRS 8" 1' 4" (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r WWF OR FIBERMESH p D —I I f—III—I I f r- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO— & LAYOUT DESIGN ' SEE ROOF PLAN FOR STRUCTURAL r G — _ _ _ —d I I 1 4' ' d d00 G d .ITITT�T M C BEAM SIZE & -� r CONNECTION INFO III 2x4 #2 SYP P.T. FRAMING w/ _' • —_ 7 I DTI 111,I f1—I 1 "� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4'� �`-4 8 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO, SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS z GRADE FILLED SOLID (SEE PLAN FORUj = _ SIZE AND REINFORCEMENT) z z _ _ „• �- -- w z BRICK PAVERS or SLAB PER Ow�� 00 . • ,. - = z M COMMUNITY SPECS " a FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 e+n N N 0 o a. r- -o m ,.,,- a N c0 N 0- 3; r a ..a c +tct 4t ..•.. r®� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W -00 E a 8 V aC 5 00 o N 0 �) inti�-,10 N to °;mom CJ I u MLL- 3 a W a Z _°' In L mg, z _ Wo ter_ o 0 W ��O_j6' m w Z N co z ¢ J IL Z OU v W ❑❑ z N M oco z co Q �a J a � n M N z �Cz o � 4-' v7 w U T O w o Ln c N �N � U � I", c E I i L W (p M J h < � z z � u_ wo 'zo z® a V o� z oa � ra _E h ? o o L o �W �a ¢o mo Z m oQ a'w �V W m �0 �F, �3 C_ J z w¢ �I0 � CM ti Z< U 00 O 2 > L6 p C rn cc m � N Ln Ln r to r (� CV m — Lid a _j 2 — 0LO CN N LO T LO N T LO co M L o z z E (� @ a E -a «� U 0 Q c JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 7 J w I N i a N ID 0 Cr a N Q M N L0 O LO i v 0 iE Q N N v a E 0 0 9 i 0 3 ti M 0 LO 0 0 a N 0 L v7 'v 0 Z w a� m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 518" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ,I=- ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIEs 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL�. 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++' , +', STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUDL� � 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING ❑ ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT d a a a d a 8" STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 5L— __1L NOTES: 1� 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. O 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 41FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE r LI\..I > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---__ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d a d a a POURED CONCRETE BASE FOR BOTTOM OFMOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. �IYcIE:iY 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- SFFA/�00/'L �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a iARAGE OOR vvvri r nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \---(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 wl (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR `; SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 LW/ 2-16d TOE NAILS FBOCKING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Uj O/C FIELD r 0- 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • 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, O STAGGERED FROM BOT,R UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL `y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 . ' 4g., SPLICE STAGGERED J 0/ 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ tA )16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+A F= 2240 LBS J�F SIMPSON (C-) ( P.T. ATE SIMPSON SP4 —, O anvlra�ly ar4 SP2 SIMPSON SIMPSON SP1 SIMPSON-J SP4 10t ST M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 2X8 P.T. BOTTOM P ATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" �GGERED 30LTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) I (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING �9] -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. C" 0 cV Imo• 0 Z � —� e Cg o-i— , v e Cc .. a to c0 N N - addOer v A obi v �• a 'iz Y N tv �* its ��,M��••• •® t) u: r) ' `V b£�6 A-L v S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 M o Q04 0 N0 � �� rnti�- � M INC) sa w a J C J LL LL. LL LU a- _ w o rm0 w o _ N Y o W I{i r°� T . m w �. L000 N Z Q - N OU Z 6 0 - W z N a o � N z o� Q — U) V) z a v � o W O W o Cn c w �U) taste v W J 0 —® V o y C__0 �0 Q N S 1 0 a w cfl c�� 03 z z J U E =o �z >o <n to p E " z ® B o0 E &¢ S1 a aw z i ao fo cn = 6°� a1. 3a m o0 z �UZ. o >z �Z 3 Z° az W m T o w o ti r ~ =0 J o M Jw `, �� >° a zl<T°U 0 O o i O a >Lo c a� rn m c� � M LO LO � ") Uo > N m LO 4_j = N C3� LO CD LO r C0 LO N r LO E w M T i6 LO o z Z =3 E N (n cu 0-0 _j Q p J JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. S4 �_j w I J Q rn 2 0 M r') i N 0 0 v O i iE r') CD E rn N E S O C J Q 0 J 4) 17 M O u7 LO �0+ 0 O 0- N 0 \ rn LO Of v 0 0 Z Q z w M m 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S5 MAX gr BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ T-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END 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 SHEATHIN G ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END / EACH JOINT w/ (3)1 Od & (2)1Od (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 TRUSSES FROM EA. / \\ NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ AND 12" O.C. FIELD END TYP, TOP & ATTACHED \ \ BOTTOM \\ \ (2) 16d NAILS W/ (2)16d TOENAILS x .. 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" PTSILL NOTCH "L" BRACE HERE WEEP SCREED — THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10d 3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —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 1Odx3" @ 4" O/C x INSTALLED PER MANUF. 1I2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS I @ 48" O.C. BLOCKING, FASTEN WITH O SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 2 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" °D PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N T X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS WOOD TRUSSES �° 6 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 2 1 1 2 10 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS j,z 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 ROWS OF ( ) 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATIONKD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" �R TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. I�VIV 1 ULf1fl11V11 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT DBL. TOP PLASIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. . SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 REV. 06.08.22 MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—' I L L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS IF SECTION g SCALE: N.T.S. CJ` CJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z -1 a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS uviv i. o�nnuvia - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMI'SVN 51'2 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 "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C— TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Iu LU 0 o ' 4 i-t z o W Nt Q o c� o 0 d w — — — — q o o X — — — — c 0 � w M NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 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 N iz t7� W G M t.? COD a v 0 0 ;� o,u Ne•. ��,� tv -T Za • i q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E e o -03 r N O � o � N r VIP 0 0 05 to m v *� " � a LU 0 (13,t1L- a Z t Z 6 O N toF9 W W '-" ;; b uu') m ZLL Q tJ J �n N r VZ O C) U O co ,. W ❑ ❑ M N C') o� � o � Q M N � C� .o U, W c' U _ g OLLJ U 1 1 1 F— _ E M Ssix i 1�.... = Y o 0 .10 C lam Q N O44,71 6 JZ Q � M � i6 o CJUjz oo zN o n CL ¢ V p C C Cc`m <� 0 K wz H g �H +- c R3 z z 2 U W .0 Z , z �O mom 0*11a� lu m LL <0 a �w k o0 ® aQ ;o M w a0 ^t 01 ¢TV O O 2 a) O L6 0 °} OI N t0 C� co co LO :3 LO LO r co T- m LO O ^ U O / �n co L O co N �)) J 7— LO N T t LO W w M r- co LO o Z z E ca d E 'a U J Q C1 c J JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. S5 Dy 3 W I LO 2 Q LO r CD 0 0 .a J N C) 0 i N u7 0 LO i 0 FD v N 0 r--- Q N CD i D E t° E 0 x D c i a c U J LZ W) 0 u7 LO L D 0 0 a. N O Lq LO a: 0 0 a z Uj w 4 m v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" 0/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" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEDow SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN -� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY _ �— —_-ems • . v _ a dd M ' I- I I I= 1 I 1=1 11=11 III III III III d ' 6x6 w1.4xw1.4 -1 I —I I IT, I IH 1=I I I I 11 ° a WWF OR FIBERMESH �I I DTI 11,=1111111 11111I III —I 11=T__ d A'. d a X�:FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W a = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. �w vjINSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT j% PAPER FOR V MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ISH GRADE00 ,I , (3) # 5 REBAR ON 3" CHAIR I III 111 III_=III- STD. 90 *HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 o 2- SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUDr,.. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL------"' - 1, \ SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF ( I NAILS @ 24" O.C. INTO TRUSS Z7. BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u. WEEP SCREED = INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15OSB TT EXPOSUREI I SHEATHING x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET C z II II �_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I � J 15/32" OSB EXPOSU F SHEATHINGING w SOLID 2x x C II BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X IL C x �W x j 2x STUDS Lu w BEYOND. SEE PLAN o dil—I ACo \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 3/8SPACINGk 3/8' FOR ADDITIONAL INFORMATION. S 3!4'1 2 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302A1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA-X 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH o Aj " • .-0 a. da.. III—J co r Tfl .e 1=.. ' •' : < . e' ' ill �IT-1= I I I=1�11=1 11=1 II I I —I i I —I 11=�--I--(3) #5 CONT. ON 3" 8' 1' III— Il -8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONr—S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 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.) OpFNFR�OR N� 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 Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT LLJ PENETRATE SURFACE MORE THANY8". to ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL CD© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL V. Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. C O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J J LL 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > q � 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. q it 00U) m � v~i �- OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL [_ z N W 0 0 MEMBER IF GABLE END of V NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR _N_�2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH -0 a 4 d d a• CN � " M o IIIIIIIIIIIIIII I � a III 'II I d d d-I � III-11 (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN, CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE - OO @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. N C �a. o W � Z ®o Cu ecc co � O- N C's t Q N jr- Co 0 t3 eo ca u Or-'- �- � r s a O- U is i- f: C.: o ,era iN a � - 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 "TE 0 8 I, c? N MCM Y/ r ti J M M 't LL Q C J LJ ELL 55 LL JLU W �a me rn a C 0 �o �_ o N N 0 �2��m Z N mZ J J LLW Z OU 0 < W M � Z N M o z N z o � J "mV) z � (D o 4-1 a V w � U O W o V) 0) �V) _ `� (a U W J WIN 8 y,�.... U o ai s.112 ¢ N 0 I� o w M J z3 o, z z E. 0 zo �� >� < o E V oLL w� Z© oa F� f6 m o 00 o E � pa Sz wz � ¢z o aq a <z U mo Z Z¢ m :5 U °oQ no cn a ? ' NW m J o J= QY �o ;o r= F w zl¢ U s O _ a) >,^ O�! rn m cCU L_ N L Q 7 U) CV m LO � = O N N o Q LCi r CO LMn N r LID E M T co rri Li i o z m z E N C CU a E U _J Q o C: JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. S6 (MONO) x J w i Q LO CV v 7 cn� 0 J LO CM NI cV 0 LO i v N 0 Q O F° E c i a: 0 0 N 0 LO 45 N N LO v 0 i� 0 w m 0 SCALE:' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 SPF NOSING GLUI NAILED MATCH NOS OTHER i 6", 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) r 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E �- `L2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS � 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE:' = 1'-0" V Vf1LL �-A ALIGN THIS STUD WITH FACE OF 2ND RISER �f F- 3YP CUT TO FIT aRS IN WALL I --2x12 SYP BEARS IN WALL 2x6 SYP / \ SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP AND NAILED TO FLOOR WITH GLUE \ (SIMPSON Od MTS12 w/ AT STRINGER CONTACT POINTS (14)4)10x 1 1/2" NAILS) 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD (IEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ STOP / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH STRINGERS G I E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) 2x12 SYP- STRINGER SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER C � � \ ROVIDE MOISTURE / PROTECTION ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ 4" X / 2 a' TAPCONS @MAX. 32" O.C. / \ 1x4 GLUED AND NAILED TO STRINGER G-1 -- TOP OF / STRINGER� SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL F94� 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: V = 1'-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS Zd2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 12x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER ,�OR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE:' = 1'-0" SCALE: 1" = T-0" -3/4 PLYWC ON DECK 2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 I DRYWALL STOP / \ NOT SHOWN / STRINGER- SECTION VIEW "C" FLOOR TRUSS OR / GIRDER, FIELD VERIFY (2) LAYER a' EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 a"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POS- PER CONTRACT F] PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. POST LET INTO _OCK DE ]NG )X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L JOINT LL TO IOISTS) D NAILED AND 'O TOP PLATE INTO RIM BAND, AND NAILED TO WALL BELOW L JOINT _L TO IOISTS) H 2X STRINGIIR 2X BLOCKING-\ I , APSON MTS�2 w/ I) 10d x 1 1/2" \NAILS 3RDD OR 2X BLO`dNG RIS! VARIES ►ECTION VIEW "H" SCALE: 1" = 1'-0" Cn N N N r c 0 Z -o . z -'� o cc m>e = r C LL• 0- N A O >•- � dog a �N� i i B d Z3 CV T, 0 a � v I lilt �9f \�£�� 5g' Zz"4� IN,' h > ! ' e,•• m m''- � e ` �Car � c� C) �p . s•a a•mmem..,m"a•mom �.' ��4f � •y�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) a Amik W Oof O (h �i U N N Ismo Uj � 00 4) N r .5�� , y0M Y/ � r—J NI ' v ak u Q J W Ca �- u- I a- 0—ISrn a _ _ � o �_ o N W ��pj 0 m w �. ro N ¢ J LL Cn Z N O U U U W �El V M � z N C1 0 0 z � N z o � Q� M z OcN v � 4-1 (a w —� 0 A O w o w V)(a v LU Elf U ) a o Jz w M z 3 °� Z Q o ° o- w , X 0 o �. I-E z �o g Z ¢Zm� U Z' z m J m QW ' 8 ; ^ 0� z z go o co� 29 az N w W m F K JW �_ o M v w ;o d ti zl< o O o O I 0 6 rn m L- co CN L0 LID T A CU T m L �i 4 _ o - N -0 N � N LO T � r CD LO z t'M L o z E N 2 d U Q p JOB NO : 23-06125 SCALE: AS NOTED SHEET NO. ST 3 J w I a Lo 0 0 0 Q M J LO 0 I N N lf') LLD 0 i ID N a N O a o co 0 i c, J M N C 04 LO 0 0 0 0- N 0 Ln 0 0 d Z w m V) 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN 1x4 X 4 ,, 1x4 P.T. 3/16" 0 X 3" LONG FURRING 2 FURRING 3-1/4" LONG X 3/16" 0 �r , � FURRING TAPCONS O ROWS 3/16 x 3-1/2 TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2' EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" " DETAIL 1x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 F 1/2" DRYWALL TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-112" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 I A If DETAIL STAGGERED @ 12" O.C. -1-1 /d11 nFTA II BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" Q.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL K�J_�_ SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX tr SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- Z-O" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7116" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 13-13 ARCH DETAIL rK SCALE: N.T.S. SS 2'-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (l 1. EJ 1/11, ml�L ±5A NOTCH WEB AT FIRST 2 COURSI ;APACI I Y = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4YZ" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. .100 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" Q.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS 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 D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 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 PER ANCHOR) #5 CONT. TOP &MID OCCURS 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 6'4' F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 001 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _I 1=I 11=1 11=1 I I 1—I T�1 I1= i —I I —T- I,Tr�,-r - n' 6 I PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ T III_T - - .o T �—I " COVER PANEL REINFORCING WITH UPPER HALF 0F MORTAR BED AND ROWEL - - REINFORCING PANEL - - - - - - SMOOTH. DO NO FURROW. =1 11= F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o III-1Tf- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP o, p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ 2) #5 REBAR. (1-STORY) ( TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION ,® D0 NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ® #5 REBAR (TYP,) ' ® kR 3!4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4"O.C., 6" O.C. EDGES AND 12" O.C. FIELD 2 ROWS STAGGERED AD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Old @ CHORD,AND (8) YP.) ®® CO NAILTTM S 1 Od @ TRUSS WEB - E713 440 :j/ TTE; t[BOTTOM 4% P SHEATHING TO OF BAND IST TYPICAL NOTCH**B @ FIRST COURSE MPSON HGAM10KTA @ 12" O.C. - ® ® w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4-W 3/4" THE :S TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE -1-- PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE I 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (") • ALUM DRIP EDGE 2x SUB FASCIA '— 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 SN. 2. 2x2 #2 MIN. P.T. w/ 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 wl 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = 1'-0" ("") FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." ?x + + �' <FNGrjy + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" " DOUBLE 2x4 SCAB FOR 2-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIREDTO }7I , + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL J SEE ELEVATION FOR OVER HANG (MAX. T-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS CFF Cl-IFI=T fly ANn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1)- 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:31 - Z 0 U_ 0 w U U U) FILL 1 St 4 COURSES SOLID W/GROUT ° a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ,° . OVERHAN e:. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 1 r-011 5'-0" ° ►.. #5 BAR ° . .• ° CENTERED W/ g ' a a ° 9 IN TOP o • KNOCKOUT / N ° CHAIR BLOCK - MONO FOOTING . • a s SIZE AND REINF. PER PLAN - AND SECTION DETAILS CLEAN FILL a :a °. ° a DIRT ? Z FSUTANDARD #5 BAR IN o o HOOK N FILLED CELL, L I, s° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" 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"x5" MIN. HOLE SET BAR IN EPDXY rm u0..c1 ,°, nn°,n SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c� N N 2 Z a 7 W ='f . o ca. = 97 o an r c u Cl- C., d ca- o CC , a u w 0 vv IV LU • L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W E o N 8 !a V a) W C co oo rn�0 d NMLu LL o a Z cc C: n I--� o t4 C � W LLI U)rn m w Z � mZ a J �K L IL N O O U U Z W 171 El N M Z N o13 z o � � J co co Vi Z a LL )41 a w w a � U O w S wa � w .o Nru co U C W J F — E all 1 zl� L 8 _ N U o N co Of°� ¢ o m o w CM m J 03 Z a LL. ca E zo >M ao CL p C, U of z z® oa ray QE o Sao 00 L ao wo .w �o ¢ p O W m Z Z m •J "m az ¢ ° oa z g0 W co a a Nw o w< 1, ;o v zlQTo aF 3 0O Ln prT c� M CN LO L Q �, �/ r co r �J�J a r / N m _LO LO O FD O Q o LO T_ L0 T— CAM T_ M � LO o Z W Z E CV ca a U Q p JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. SS 1 ------------------------------- CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VY/ L-I VIA `W LllVl I I1\VVV YYLLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN --- X - 411 � 4 V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE �777- N T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY 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 `• WLU 411 V ) z� LAB E N PORCH S S E a FOUNDATION PLAN w U z W J 2 #5's CONT. T&B - w/ #3 STIRRUPS AT - . z CV 4'-0" WHEN DEPTH - r EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES ES CT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q W j W w w Cn SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION STEE PLAN EXTEND SLAB 1 1/2"I J1 -- - (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH SEE S = PORCH SLAB - 11 FOUNDATION PLAN 1 -`. 4 EXCEEDS 30 -- GRADE j CC 1 1 ENTRY PORCH SILL 14 SCALE: N.T.S. FOR COLUMN INFO WOOD OR MASONRY I I INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I II I II I 1 I I I rT I I COURSE FOR BASE SIZE (3) #5's EA. WAY c - =— x - I ` PORCH SLAB SEE SLAB LEVEL FOUNDATION PLAN - 2 #5' CONT T&B / CONTRACTOR TO INSTALL SEE CUT s w • ° SECTION FOR #3 STIRRUPS AT 4'-0" MIN 311 x 3II WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. CENTERED AT I I 16d INTO HEADER & (6) SPLIT TO TIE 10d INTO BEAM -SEE BEAMS TOGETHER I I ROOF PLAN FOR MORE I I ( I I INFO I I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — _ 1 L INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A ON M O PT I O N B CONNECTION INFO OPTION C SC EDULDE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR MTS12 w/ _ — xxSIMPSON (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT %a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OFBEAM e I I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION , L PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. �• 1l . ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V IC)" Y" 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 SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a . G. RI GARAGE OR r LOWER SLAB SEE PLAN - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WAL `rBEE 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/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 'Aa e a a< MAIN HOUSE d " ° ' SLAB Q A (2) #5's CONT. T&B a w/ #3 STIRRUPS AT a 4 T-0" WHEN DEPTH a a EXCEEDS 30" c I. .e B. Q 1'41 SECTION GARAGE MONO 21 SCALE: N.T.S. 9 N sue® �o N N M® , C.C'Q f F� ai o - ¢ 2! V 3 ell L a 0- �,�*�SV�RI i V Y .......... �I 0 �O�EStS�O�� rdl3i;il?Illi'`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 Flodda 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. as W O, E 4 0 M8 0 tt _ C '7 ,�.� W N � 1� -� N rn a 'icon 3 c u w JwLL o_ Z L� @o W N ;' 0 S Z N Z - l�— ILW 02 Y, m w N n N O U U .= co W El El M co z N o oo z Opp N z o I a r M z � � o �N V 0(3)v) f2�� Ln U — 8 RIMe m s ¢ oz W z¢ Z co E p EY =o Zo �_ �o 00 o E 0 co �a o< 0a R yr <z o Q wz cn M MU O m n o ZK z 2: J Nm ¢� aW zz e VJ � 2< LL a �W W m <o oZ _� �� 3 o w� Yo ch v zla 3 o �O J Ln Crn E m L CN Ln Ln Q T Co Y r (n m � N - L1� � �..� - I� N N r Q LO N r LO ai 4 M \ L o Z Z N E E.2 0 a c d U Q 0 JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. D 1 T J i i I i i I I i I I I I I ---------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—\, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL,USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS a. a. P. 2 - 2 x 4 SPF @) SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / o JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 0 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP.F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a� 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 �A BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT llt�� I SURFACE 0 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 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. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. a-N 2nd FLOOR SYSTEM 42 SCALE: N.T.S. m SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT 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 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS ; (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS + ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM ZX 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/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE ; 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. a@ GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C �cXr M�ti OA PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 3 TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER , (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE � FLOOR PLAN FOR HEADER CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 � WALL) @ 24" O.C. SYP U.N.O. 1 7v((IAIT TAP BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) .o''.0 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE Z2xSTUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. H W aCM.0 ca C-> i3 a. .NCO 1 Q v cc d c aX2 ,0 mac) T •: Q ESSI� 1111111111' 4\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N o m � Q o0 N 0 N O C cD ti C y ry =3 N co N U) C:,V Qaj v 3 at LL �tiLL a W �C) o W Z3 �o 0OD J Z N O U V U W 0El N M � o � J u, M Ln z a C9 0 w U O taJ o v Iwa � U W J _ E z ... I L U o N o w M M J � � ZO Z Z ¢ g W C C Q o M u zo g o wz >r zo 2 0 oa _ co z0 0° a , °� � Qz wo wz .n i- �� co ¢ o zmo OU n w 0 Z z Z 00 °' J aW �z ¢ o< go W 05 C) oLL az y W 11 m � ¢ ¢ aLL z ¢ 3 o w¢ ;o 5 a 10) C O 0 i �O J Ln 0 bi m 0 M LO LO Q CT a. u) m N _ Ln N N rQ CV) N r C M co 6i � o z Z E N a E 0 _j ¢ o JOB NO : 23-06125 SCALE : AS NOTED SHEET NO. D2 3 J w I N LL 04 1.0 v v D- 0 0 J L0 CV CD O I N N C! L0 i W v 7 Cn 0 YQ H ¢ r4 0 / 0 E 0 v CL c, U J LZ 0 LO cl- 0 N 0 V7 Lo L 0 d 0 z W in v vn FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS WINDOW UNIT TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND InssEMaeoHnNo"w, WALL BY 6 w. NAIL RETURN N UP JAMB B 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 O 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 2 O PROOF CAULKING CEMT. FIN. WEATHER SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. RESISITIVE - z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) SELF -ADHERED FLASHING - _ - 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 Jl�A -= inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. Fold weather resistive barrier back over head 2 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing flashing and seal with tape p p y p y y p p p y g (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ' EXTERIOR DOOR WITH DECK - SECTION A I MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER I p pp g 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. EXTERIOR SHEATHING RUBBERIZED 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, y g, y g -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD pp g, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be 3/8" CEMENT FLASHING PLASTER THRESHOLD OF DOOR AND RETURN FLANGED WINDOW SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK OR EQUAL WEATHUP JAMB 6". USE IEOUID NAIL R PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW COMPATIBILITY ER ON CHEMICAL ° RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, b (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 1) SEALANT AT RELEASEADHESIVEAPER contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the a of sealant. Fluid -applied membranes used as 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" pptype pp OUTSIDE EDGE OF ` ° .° MASONRY VERTICALLY FROM WINDOW BUCK s' ,8 ,> 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 2) SEALANT JOINT � ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings SELF -ADHERED FLASHING PER CODE O, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS 2 following: BEAD BRIDGING CLADDING AND WINDOW z 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration FRAME 3) SEALANT WINDOW FRAME T SELF -ADHERED FLASHING NAILING FLANGE manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details WINDOW BUCK ALL THE WAY 1 4 AROUND, INCLUDING SILL. are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 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 BOTTOM NAILING 8 UNDER DECKING (SEE subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 7 q gg p g p g 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW 1 EXTERIOR DOOR WITH DECK , INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. UP 6.6.At wall and roof intersections. - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED APPROVEDSELF-ADHERED ELF-PATCDHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL HOUSEWRAPSTRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE "v' SEALANT SOCKET WITH JOIST ° ° d ` 7/8" Cement Plaster TOOLED APPROVED SEALANT r SINGLE WOOD BEAM ° in accordance with / Cement JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° ° ASTMC926 naPlaster accordance with SELF -ADHERED FLASHING a a a d ASTMC926 =K� / d ° Felt backed metal / 2 a ° q Felt backed metal SELF -ADHERED SELF ADHERED lathe in accordance __- 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 O 5 Building Paper / / / Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING , , sheathing EXTRUDED SHOULDER DECK JOIST , OUTSIDE CORNER FOUNDATION WEEP SCREED , : Metal Flashing Weep Screed Installed As Per SELF -ADHERED FLASHING 2x FRAMEWALL / - I� Manufac . Specs. I� STRIP OF SAF LEGEND Maintain Stampede or similar PRODUCTSDETAILS TILE FINISH SELF ADHERED FLASHING (SAF) Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only W 1 BARRIER (WRB) 1 1/2 to 2 BOND BREAK WEATHER RESISTANT BARRIER Weep RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed m I' PLASTER ACCESSORY Sheathing Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q , SF LATH PLASTHI ACCE S PLYWOOD, DENSGLASS ® Manufact. Specs. 1'-4" PER PLAN z l: Detail Instructions 2 WRAP DP WRB 1/2" Cementitious 1-0 PER PLAN THE VERTICAL Refer to the number marked as O# in each detail that corresponds to the I I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: FLANGE AS AN AIR in accordance II BARRIER with ASTMC926 ®°®°®°a ®,®®® All inside and 1. Install self -adhered flashing In order as shown b numbers SLOPE 3-1/2" INCH FLANGE over wood 2nd ,®® outside corner will g y 8 CMU - - - - - I floor ° ®,® need to be miter 2. Install flashing and weather resistive barrier to form water shedding laps 4"OR8"CMU °a =______ - - - - ° °,®o cut and caulked all p (PER SEAT DEPTH) ° I� ®•o,° ® butt joints need to 3. Self -adhered flashing can be substituted for building paper Z Z I STRUCTURAL FRAMING ®°°°0 becaulked using 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 8 a� htI I �,� II STRUCTURAL SHEATHING ° Stampede or sim. embedded in the adhesive layer) - for ease of installation and to 0� THIS GAP IS A RESULT OF caulk for all W W PLASTER STOP STRIP OF SAF a, NATURAL SHRINKAGE. minimize scoring cuts d 0- 5. Remove all release paper per standard installation instructions and d a = �- CONTINUOUS BACKER T DO NOT SEAL. -- -- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° U ROD & SEALANT DRIP SCREED PLASTIC d LU Lu ACCESSORY I I BOND BREAK WRB Minimum) SLOPED MUD BED = I 6. Fold as shown by arrows 9 d ° ¢ w i I SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to (� cwn 3:I fit tight to corner VINYL SHOWER PAN �--� d 0 I I Note: 8. Mechanically fasten as necessary ° co _____= I =_________- I The building paper and metal lath must be SLOPE ° - l Cement installed over the top of the weep screed. Q PLASTER STOP A Plaster over ZI a 4 a a & SEALNAUN US BACKER ROD 1 st floorck a CEMENTITIOUS FINISH SHOWER SEAT SOFFIT/CANTILEVER • WEEP SCREED DETAIL SCALE: NOT TO SCALE co M1 0 W � . c- o `a m� ca o N •� vy ti u N O N 7- 0 To the best of the Engineer's knowledge, inforrnation 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 �£ 0 C, M a01 0 a N w% 0o W, 0 .5.�- G- r� 41 III) rnr- N S J Q J � Lt_ W a Z - o a le � ma z 13 j 'N CV � 3: O W u) m Z N 0 Q J Z.. N 0 �� Z 0 U) W 0 M � Z N M O � z a � CL- M nN, z a W t5 4 -+ u, w U a L-J U O � o N w vs .) m o U ) N m �' CD W co z g J LL m zo >N zo n. p � U wz z on t-- r0 _ M 0 00 Q E 0 Z @ L Qo � � wZ W� CO C �Z W m� Z m o .W ¢ w co o oLL ZZ go a T 3 K0 Z N W 2~ W Ci m ~ ~ Mill VM 0 a 3 C: 2 �CD L ! O qt ui ro N '^ L , L / CO 0- in Ln 4-1 .}., rl_ U') O N O IUD 04 CD M LO r N (0 V) M T- M LO o Z C13 Z :3 E N % `0 _ E _ o- U J Q a J JOB NO: 23-06125 SCALE : AS NOTED SHEET NO. Mounting Brackets II10 Gauge! 4-V2wx4-12'x2-12' o IT 0 See Anchor Schedule Bolts ! ..r-:"' ) r - 10-5/8 It Washers Self -rocking Nt1'L5 Back Cross Support (May be cut to W) Right Brar-ket 06 Gauge) Te a �1SEIf i3rll�ln( acCrCW5 15/C unit iottgrn Edge • f-iurfieane Stf�q { lypieA 3 in front) Front Grass Support (Maybe cut tow) Left Bracket 06 Gauge) # 14 Self Driltng Sm�vfvs Thru Weil Ai Back Cross Support Into AIC Unit Wtorn Side (Typical( 3 each side for hurricane use) li-rim- ¢lanalLlliva i ,auu-ri,c.. arc fnm'rdxct -1i c-h 14,xv - ,r Aui, B_. ttaisrzt#1 t7mwlug arxilable upon rntrxaat t 4ee wttl af>pt�l Florida Department of Business & Professional Regulation page I off Building Codes and Standards 121162D21 PrdductApproval Application Detail code 'Entry o Date Data Date Poncho Data, bBR version Manufacturer Correct .Engineer& License Validated By Validated Submiied FBC Anomrai Approved @ tutus Affirmation 2020 Smart Vent Products; Inc Michael Gmham Hermes F.. Narero P.E Lxke Bowden P.E. 12116I2020 iviet D2o 1228/2020 Approved Category: Structural Components (877)441-8368 PE-73778 (3an300.1800 subcategory: Products Introduced as a Result of info@sManventcom New Technology Cenpllanee Method: E-ivar- Report from a Florida Registered Architect are Licensed Florida Professional Engineer F195922-RSPra4ucts QuatlNAssuramea Approvedfor Use Approved far Use Impact Damon, sap# PlDduet Made. Nwiharar Hama Product Description �gMracI Expiration Date In HVHZ Outside HVHZ BSI 1 Prime 1 SmenVero Modal#t 540.510 Dual Function Floodand Wntilagon Veit 121312023 Yx Yes NIA a100L100 2 SmedVent Model#1540-511 Dual Function Flood and Ventilation Vent 12/31/2023 Yes Yes NIA .10DA 100 3 SmadVait Made 1 #1540 529 Insulated Float Vent 12/312023 Yes Year; NIA -100100 4 smambent Model*1154d.521 Insulated Flood Vent 12r512023 Yes Yes NIA .100A100 5 9martVent Model#1540.524 16&quo;Garage Doan Flood Vent 12r312023 Yes Yes NIA N/A 6 SmedVent WE fit 540-570 Wood Wall Insulated Flood Vans 12olJ2025 Yes Yes NIA +100F100 7 Sroin Vent made 14.5&quof: Garage Door Flood Van[ 12r312023 Yes Y. NIA N!A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards In42021 Product Approval Application Detail ,. . - _ .- ,s - -. .- ._ .__. - b a - - Code Emily or ante Data Data Pending DWI Toe Yareim Manufacturer Contact ErmenserBLrcerrse Validated BY Validated sabmitted RIC Attorneys] Approved states Revision 2020 Drexel Metals: Inc. Jason Shumate .Zachary R. Pdest Locke Bowden P.E. 06/10/2020 08/092020 W202020 1 off 32020 Approved Categoric: Roofing (502) 303-1511 PE-74021 (3341 300-1800 Subcategory: . Meter Roofing ishumefagdreamat.com Compliance Method: Evalua8on Report from a Florida RegisteredArchrleot or a Licensed Florida Professional Engineer FL#17s79-Ra Products Uualllr AeeuratlCa Approved for Use Approved for Use Imp Design st99 ProtluM Model Number or Na a Product Description Coetragt EKNratlou Date In HVHZ Outside HVHZ Re Cant ur 1 DrexelMdel Roofing System, Dec, 1DONE, OMO 150SS, 0MC 175S, CMG 200S, 121312025 Yes No NIA +OP180 DMC 5V Florida De partmerrt of Business & Professional Regulation F.W 2 off Building Codes and Standards 382073 Product. Approval Application Detail . .. i"j . _ j z� - *.;. w.. �:�:� :. ._ .,,,s - yv„«`,K"*-�._� `;.., t=. F-__:'`�` ,�,. ^.. „ s',�'.c, .� ,.�-h-. u�1.. 1-•.-. -3 . _ _�`+�{s Code 6rtIN er gig Date Date Pondlna Data T1'p$ Vara n Manufactumr M Contact Ennm e&Us-, Validated 8, Validated Submltiad FBC Approval Approved Status Rewslon 2020 Therma-Tru Corpofatlon Steve Jawreon Lyndon'F-Schmidt. P.E. Ryan J. King, P. E. W152024 IM112020 04222021 OW02M Approved Category: Exterior Doors (800)843-7628 PE-43409 181M76T-6555 Subcategory: Swinging Exterior Door Assemblies slespersomEthermatm:c Campllance Method: Evaluation Report from a om Rorlds Registered Architect pro Licensed Florida Professlonal Engineer FId20469-R5'Produds QuaRly Assurance Approved for Use Aooroved for Use Impact 2 se lm Sea# Product Model. Numberor Name 11t Product Dascriolian Contact Expiration Date in HVHZ Outside HVHZ ggefelent Pressure 1 e mo-Tru Fiber-Geasicand Smooth -Stir Naninal 68439:6 8quotlmpact&quoG Opaque 12r312026 No Y. Yes NIA Composite Edge Fiberglass Single Door (lnswMg'Outswmg: X configuration) 2 b. Thelma -Ton Rl er-Gassip and 81-thSter Nanhal 6'8 &quctlmpacMquot; op. We IV312026 No Yes Yes N/A CompoaRa Edge Fiberglass Single .oar with "Ifte(s) 8nswinglOtdini fig: XO. OX or OXO ccmigurabonsl 3 c. Therma-Tru Fiber-Gasac and Smooth -Star Normal 68.939:8 Bquotlmpact"uoC Opaque 1213112020 No Yes Yes NIA Canposke Edge Fiberglass Double Door with or +'ghoul sidelltas i n-holoulsydng.XX.or OXXO sdnOguration) 4 d. 7harme-7m Fiber -Classic and Smooth -Slat Ncm1Mu 8&#3908qud lmpeddquol; Opaque 12/312026 No Yes Yee NIA. Composite Edge Fiberglass SlnPla Door Ins.In Ioutaoln Xcmfi uraaan f 9 1 9• 9 5 e. Tha a u Fiber-Classlcand Sm -S ar m1 -Tr ooth t 1 P animal 8&#39 0 &qua,lmpacr&quof: Opaque' 12l3t2026 No Yea yes N!A Composite Edge Fiberglass Single Daorwim Sidelite(s)hln - Ing10 t '-ing XO. OX.,OXO amngureion I 6 f. Therma-Tlv FNominalar-Clsasio and Smooth Star Nominal 89439 0 Squd Impacts quof Opaque i2131/2026 No Yes Yes NIA Canposte Edge Fiberglass Double D-with or with out Sidelites !Inswing/rwtsring;.XX or OXKO conflgumbanei 7 g. Thenrw-Tru Rher-Ciaasic and Smooth -Star Plarm it 6'8 "lmpad&quot Glazed 12/312026 Fib Yea Yes NIA Composite Edge Fiberglass singlo. near gnWrig"CUts'ding; X centgumtiteg 8 In. Them a-Tru Fiber-Classlc and Snieoh-Star Nominal 6&#39:8 &qua;lmpad&quot Glazed 12/312026 Pro Yes Yes WA Composite ss Edge FiberglaSingle Daowkh Sid.lil) 0ns44nglOtasving:XO. OXorOXO confguml1onsl 9 1. Therma-Tru FlbervClassfc and Smooth -Star Norninal 68#398 &quot:lmpad&quot Glued 12f31J2026 No Yes Yes NIA Composite Edge Fiberglass Double Docrvdih or without Si deltas (Inswinghow ng;:XX or OXXO gCpfl uraticns 9 ) 10 J. Thmma-Tru Fiber Classic and Smooth -Star Nominal a&#39 0 &quoOmpact&quct Glazed I Ml2028 No Yes Yes N/A Composite Edge Fiberglass Simple Door (Insaingiouts4ing, X confguragon) 11 k.Therma-Tru Fiber-Classlc and Smooth -Star Nominal 884390&quotimped&mm Glazed 1213112026 No Yes Yes NIA Composite Edge Fiberglass Single Doorwith 5ltleltels)(InmhngrOu[swing: XD 0)tm OXO cmngurallan s) 12 L Themes-Tru Fiber-Cf-sc end 5-th-Star Nominal 68#39,0 fiqu t;lmpaco&quet Glazed 121312020 No Yes Yes WA Cmmpoelte Edge Fiberglass Double Doorwrth or vfRh out Mdolkes (InsAnglOuts#ing; XX crO)XO configurations) 13 mTherma7ru Fib-Cl-si, and Smooth -Star Nominal 6&#398&qud:"st&WoL Glazed 12(31,2026 No Yes Yea NIA Molded Open Compos6e Edge Fiberglass Single Door flnsvAng1Out g;Xconfiguration) 14 n Therma-Tru Fper-Classic-and Smootb-Star Nominal 6&#3988q ot:krnadSquot, Glazed 12/312026 No Yes Yes NIA Molded Open Composke Edge Fiberglass Single Door with Glazed Molded Open Sidelite(s) gaminglout ing XG, OX or OXO 49-Icns) 15 o. Themta-Tru Fber-Classic and Smooth -Star Nrmmal 6039,8 &q al;lmpe Mquot GI -di 12r31/2026 No Yes Yes NIA Molded Open C-loosite Edge Fibergless Dwble Door v.4th orwkhod Glazed Molded Open Stdalfba (InswinglOthawing XX or OXXO configurations) 16 P. 7horma-Tru Fiber-Classlc and smooth-Stat Nominal 6039,8&qua,lmpaeMquot Opaque 12r312026 NO Yes Yes NIA Composite Edge Fiberglass Single Door: wllh Molded Open Sidellte(s) tlnswing/OWsving: XO, OX. or OXO eon6g rational. 17 q. Therma-Tru Fiber -Classic: and. Smooth Star Ncmind 6&#39g&qud;lmpad&qua; Opaque 12f31/2026 No Yes Yes NIA Camposite Edge Fiberglass Double Door with or without Glazed Mdtled Open slddri s (Insvvingtoutsding: XX orOXXO edtmg irstions) Florida Department of Business & Professional Regulation Pagel &I Building. Codes and Standards 1F42021 Product Approval Application Detall code Ertel or t Data Due date Pending �t Tjpg Veraron ManufacWher Contact Fdmnew&Dcanse validated By Valitlatad surmliietl RIC Approval Approved Status Revision 2020 PGT Industries Jens RDsiiwed Ward -Dade 6CCO- CER Mlaml-Dade BCCCJ - VAL 11/19J2020 1n26/2020 11242020 Approved Category: ExrerlorDo- (941) 460-0100 (766) 315-2590 subcategory: gliding Exledor Do Assemblles Irosowskl@pgtindustdcao Compliance Method: Cerfifr ed- Me* or Listing om FL#z51-R33.Products Quality Assurance Aooroved for Use Aooroved for Use Impact Dealon See# Product Model. NumbsrdrIt-, Product Description Contract Expiration Date In HVHz outside HVHZ Resistant Press- 9 SGOS570 (Le roe Missile Imiiactt Vinyl Sliding Glass Door 04M4I2021 Yes Yes Yes WA March 6, 2023 PRODUL'on';k""T APPROVAL SPECIFICATION SIHEET(2023) As required by Florida Statute 553.842 and Florida Administrati Code 98-72, please provide the rnformation andapproval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru A. SWINGING Fiber -Classic end Smooth -Star (NON -IMPACT) 11 ACT) FL204 1.1 +817.0/- 7.0 psf 1 /31/20 6 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/ 7, psf 1 /31/20 6 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psi 12/31/ 026 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332, 5 +40, 0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-020&03 +38.7/-38.7 psi 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248,3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 80001810018200 #1123 (16X7) FL8248,10 +30.01-33.5 psf 12/31/2023 'Mayne -Dalton Series 8000/8100/8200 #1124 (16 7) FL8248e11 +34,41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607T707,727,7471and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2• WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239,2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 80.0I-60-.0 psif 8122i2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30,0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349,1 +60.0/-60x0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50..0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261,1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75,0/-75,0 psf 12/31/20:23 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofa FL16544 R5 +54,2/-54=2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/1612025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI lass USA, Inc. for Tile Roo Yg ( POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. P p Off Ri a Vents FL16918.1 - FL16918.4 NtA 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomancof Inc DA4 Exahust Vert FL17202A +97s5/-97.5 psf 12/10/2025 E, ROOFING TILES B oral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679A +01-180 12/31/2025 5. SHUTTERS A STORM PANELS Global r tection Products Galvnized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869..1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Stang -Tie see chart B. TRUSS PLATES C ITW Building Components Alpine Plates pr Truss P apes F s1 - F 9 L1999 L199 .4 i'rA 3 12/ 1/2024 MiT k industries, Inc. Truss' Plates FL2197,1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 I`'A 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Theproducts listed below did not demonstrate product approval at plan review. I understand that t e ti e f inspection of these eructs the following information must be p # de n e p pp p at h co o p products, rig a available to the inspector on the Jobsite; 1) copy of the product approval, 2 ) APPLICANT SIGNATURE DATE N N Florida Department of Business & Professional Regulation Page 1 ` 3 N (�.�(wf. O •i-- e Building Codes and Standards 11252 2 Product Approval Application Detail � �--+ _0 r O O L Code • � - - ,i or - ,� ate Doh Penpino „. - = CU Tt T-e Version Manufacturer Contact ElmI eer&License Validated By V li Suomi ed FBC Auproval � wed - ��r•/' Revision 2020 Therma-Tr" Corporation Steve Jasperson Lyndon F. Schmidt, P.E. RyanJ. King, P.E. 07I23l2020 07112J2D20 07129l2D20 Ol1i 312020 pproved / ` u) ..t=: Category: FXtenor Doors (800) M-7628 PE-43409 (813) 767.6555 -�� U subcategory: Swinging Exterior Door Assemblies. ejasperson®thermatru.co 'G - O CD ir( Cn Compliance Method: Evaluation Repoit from a in O U V Florida Registered Architact or a Licensed Florida Professional Engineer ¢ O _O FL#20470-R3 Producrs - - . R O ^ = O lj�J Quality Assurance AporciVed for Use Approved for Use Impact n.- � = ll.. Sep# Prptl uct Model. Number01 Name; Product Desch lrtlon Contract Extiratlan Dah in HVHZ outside: HVHZ Resistant ressrire� i,% O_ � het 1 a. Therms-Tru Fiber -Classic and Srrmgth-Star Nominal 8&#39:6 &quof Impact&quot. Opaque 12I3112022 Yos Yes Y N1A Cc Composite Edge Fiberglass Single Door CP -� O Co O (I nswinSJOutswing; X configuration) Us 41A 2 b.Thermo-Tru Fbar-Ciassic and Smooth -Star Nominal8&#398&quotlmpacmquot<Opaque 12/3112022 Yes Yes Yes Q """ (i' E /11 ass Single Doorwith Sidelde() (IComposite EnsMng/Outswing XO, OX or OXO �' F�1+ �♦WL �W0- Configurations) "+�^- v� O Corvo 3 c.Therma-Tru Flher-Clasalc and Smooth -Star Nominal 8'6&quotimpact&quol;'Opaque 12131f2022 Yes Yes Y lA C' 40 Composite Edge Fiberglass Double ncorvrth or tto "^� - r /•� WthbutSldelites (InswinglOutswing; XX or OXXC, configurations) C6 Cu 4 d.Therma-Tru Flber-Classic and Smooth -Star Nominal8&939;0&quotimpact&quei Opaque 12131 Q022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door It P BnswdnglOutswing; X:configurarborg 5 e. Theerma-Tru Fiber -Classic and Smooth -Star Nominal B'0 BquDtimpact&quot Opaque 121312022 Yes Yee: Yes /A Composite Edge Fiberglass Single D-eith Sidealde(s) (Inswingloutewing: XO, OX or OXO E configurations) r..1 6 f. 7herma•Tru Fiber -Classic and Smooth -star Nominal8'08quot;impact&quoi; Opaque 121312022 Vas Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sxielnes (InswingfOumwnng; XX or OXXO w- configumtions) s 7 g.Therm-Tru Fiber -Classic and. Smooth -Star Nominal 6&939,8"lmpect" Glazed 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswinglOutswing; X configuration) 8 h. Therms-Tru Fiber -Classic and Smooth Star Nominal 8&#*.8 &quotlmpact" Glazed I2J31=2 Yes Yes Yes NIA Composite Edge Fiberglass Single Doctwith Sidelites) (Insvong/Outswing XO, OX or OXO configuration.) 9 i. Therma-Tru Fiber-Classioand Smooth -Star Nominal8&#398 &quodmpact". Glazed 12)3112022 Yes Yes Yes NIA Composite Edge Fberglass Double Door with or without Sldelltas (Irtsibring/Outnming' XX dr OXXO configurations) 10 1 Therma-Tru Fiber,Clrsslo and Smooth -Star Nominal 8'0&qucf+lmpacAquof; Glazed 12131P2fi22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; X conf gumbon) m 11 k.Thera-Tru Fiber -Classic and Smooth -Star Nomimil 8&R39;0&quotlmpact&quof, Glazed 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sideli[e(s) (InswinglOutsw rig. XO, OX or OXO configurations) 12 I. Therma Tru Fiber -Classic and Smooth -Stair Nominal 8'0 &quoklmpact&qua(; Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outtw ing. XX or =0 wnfigu'di ns) 13 m. Themns.Tru Fiber-Classo and Smooth -Star Nominal 6&93$8 &qucClmpact&qupt opaque, 12f3112022 Yes Yes Yes NIA Composte Edge Fiberglass Single Door with "Non-Impact&quof Sidelites) (I newdng/Outswing; XO. OX or OXO configurations) 14 n.Therma-Tru FiperZfitssic and' Smooth -Star Nominal 6'8"lmpact&quoL; Opaque 12f312022 Yos Yes Yes NIA Compost" Edge Fiberglass Double Door with "Non-Impact" Sidelites (1 nswng/Outsvwi ng; OXXO configuration) 15 p. Therma-Tru Fiber-Ciassic'and Smooth -Star Nominal 8&#S9;0 &quot impact&quof Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single. Door voth "Non-Impact&quot Sidelte(s).. -XO OX or OXO.confiurations Pnswin 9foutawi�. configurations) 18 '.Therma-Tru Fiber-Ciassicand 5moolh-St9r Nominal 8&#39'0&uotim act& 'ot Opaque 121312022 Ye. Yas Yes NIA Composite Edge Fiberglass Double Door with &qubt;NonAmpact&quof Sid alltes(I naving/Outswf ng; OXXO configuration) 17 q.Therma-Tru RbervClassiE and Smochh-Ste, Nominal 8'8&q..t Non-lmpact&quot Opaque 1D31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Dutswing; X configuration) 18 r.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'8&quot:Non4mpaci&quot Opaque 42f3112022 Yes Yes No NIA Composite Edge Fiberglass Single Doorenth Sca,lbe() (Inswing/OutswMng; XO, OX:or OXO. configurations) 19 s.Therma-Tru Fiher-Classic and Smooth -Star Nominal 6'8&quotNon-Impact4uot Opaque IW112022 Yes Ves No NIA Composite Edge Fiberglass Double Door with or without Sktelltes (Inswing/Outer^ring; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and. Smooth -Star Nominal 84W9:0 &quotNon-Impact&quar; Opaque. 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Out7..ng; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#39:0&quotNon Impact&quot. Opaque 1213IM22 Yes Yes No NIA Composite Edge Fiberglass Single Doorwnh Sidelite(s) (In viong/Outswng; XO, OX a OXO confloura[lonsl 22 v. Therma-Tru Fiber-Classic:and SmopthShar Nominal a&#39,0 &qudieNpn Impact&quota Opaque. 121312022 Yea Yes No NIA Composite Edge Fiberglass Double Door Ath or without Sidelites (InswinglOutswmg%.X or OXXO configurations) 23 w. Thernmi-Tru Fiber -Classic and Smooth -Star Nominal UNSI) 8 &quokNon-Impad" Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswing; Xconfigurabon) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 61109;8 &quot pion-Impact&quotj Glazed 1213112022 Yes Yes No NIA Composite Edge R perglassSingle Door with Sidelke(s) (Inswing/Outswing XO, OXor OXO configurations) 25 y. Therma Tru Fiber -Classic and Smooth -Star Nominal 8&039;8&quot:Non Impact&quat; Glazed 12/312022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites (InswinglOuterwing; XX or OXXO .mriguraUons) 26 z.Therma -Tru Finer -Casale, and Smooth -Star Nominal 88039,0"Non-Impact&quot, Glazed 12/31J2022 Yes Yes No NJA Composite Edge Fiberglass Single Door (I nswinglOulewing; X configuration) 27 za. Thermal-Tru Fiber -Clan is and Smooth -Star Nominal 88Jf39;08quokNon-Impact&quof;. Glazed 121312022 Yes Yes No NIA Composite Edge Fbergiass Single Door with Si del de() (lnsWng/Out.Whg, XO, OXpr OXO corrfiguraiions) 28 at. Therm-Tru Fiber -Classic and Smooth -Star Nominal 8'0"Non Impact" Glazed 1MV202'2 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites (InswinglOutsiving; XXor OXXO configurations). Florida Department of Business& Professional Regulation page.) oft Building Codes and Standards s ro21 Product Approval Application Detail t CC- g Color or Date Data Date pendlna Me ]UC2 rJon YR_ Manufact. w t C Enarrear& L.rca ns, al validated 8v Validated Submitted Yd-$i. � F RC Anmroval $BPr�34 status _- ReNsron 2020 MI Windows and Doors Br Crd Sitlmger Luis Robed. Lamas Steven M. Unch, PE 10f062020 10166n021J IVJ192020 121152020 Approved Category: Exterior Doors (Ti 7)30.'30d PE-62514 (717)317-8454 Subcategory: siding Exterior Door Assemblies bsdlingerCmhvd.com Compliance Method: Evaluation Report from a. FIOMe Registered Architect or a Licensed Flodda Prmesai-I Engineer FLri1rwzis9 Prodgata ' Quality Assurance Approved for Use Approved,or Use ImpaCi oesifill seek Product Modal Number or Name Product Description Contract Bxolratlon Date In KVHa Outside HVHZ Resistant Pressure. 1 SERIES d20ALUMINUM SGb SERIES 420 ALUMINUM SGD OXO 12+312024 No Y. No NIA 14&314"x80bquot: NON -REINFORCED 2 SERMS42OALUMINUMSGO SERIES 420 ALUMINUM SGD OX XO, XX 12l3120a4 No Y. No N/A %Squck;x808,quot; NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 12/312024 No Y. No N/A 1453/48,Qu !A96ai 4' SERIE9420ALUMINUM SGD REINFORCED SERIE9420.ALUMIPlUMSGD REINFORCED OX 121312024 No Year No NA XO, XX 96&qua;x968quot; 5 SERIE5420ALUMINUMSGOREINFORGm SERIES 420 ALUMINUM SOD REINFORCED XXX 12)312024 No Yes No N/A 143&quol;x%8quot; Florida Department of Business & Professional Regulation Pagei oft Building Codes and Standards IR2021 Product Approval Application Detail ' S y, 4 ,i"' r Y 1 -, a /(kG3zY �,"`"'-v?�.w� R"1''^-C'w^.^F'S° -xfi",r><-"�.i- k. 7. _,,„..Y.. N b 'r "r&•-af ' �` t J 3 0,0041111111 `' a-(-ySYi-zF'>,sy'�' y_ ;:; d.i-'rp:Fy . v .S.>'.' ';'r4 C 4M1�T; #5<: ,:. k �::, � 4 r;iJhtr" i ,€3""''5' "2,5 ; .:_ry"f:f i4,.s: �4'..:,"x Code Entity or Data Dam Data P-dim. game 1 e.version Manmacturet Contact Enalneer&License Validated By yelida1M Submitted FSC Approval PA(brDyM Status Revision 2020 Wayne-Oadon, a division at Overhead Door Dwayne Kmnish John E. Scams Jeffrey P. Arneson, P.E. ioil 2nD20 092WM20 1023/2020 12/15/2020 Approved Corpomtlon (330)763-8121 PE-51737 (904)821-5200 Category, Exterior Dams dkonishQwayne-dalton.c SubCategarq. Sectional Exterior DoorAssamblies om Complianca Method_ Evalusthxi Report from a Flodda Registered Architect or a Licensed Florida Professional Engineer PL#8248-11120 Products -Quality Assurance Aooroved for Use A,r-d for Use hnoat De' esron See # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 3 80D0/8100/8200 #1105 Mlds; Max width. 14&#39 M. height. Glazing 12/312023 PM Yes Yes t31.00L35.00 evi llabIs In top or Intermediate sedan 1D 8000/81D078200#1123 16' Max width 14&#39. Max freight, Gl12I312023 No Yes Yes +3D,001--33;50 avelhble In top or intermediate section. 11 8000/810016200 #1124 16&#39: Max wldlIt. 146#39 Max height. .Glazing 121912023 No Yes Yes +34A01-38.30 &.0acta In top or hie nedlate. section, Florida Department of Business & Professional Regulation Pagel m1 Building Codes and Standards 1512021 Product Approval Application Detail Cod. Entity or Data Data pate Pending ,egg Tope. Wnsun Manufsdurer contact Engineer & License Validated Sv Validated Submitted 'FBC Approval Aooroved Status Revision 2920 Curies Division of AADG. the Tom Raltey UL LLC Troy Bishop: P.E. 12M012020 1DOV2020 12r212020 Approved Category: Exterior Doors f6411 494-2813 ((954)947-0880 Subcategory: ExtenOt Dom Components tcm.rettey�asseablpy.co Compliance Method: Certification Mark it Listing non FL#1153710 Predate . Quarry Assurance Aooroved for Use Approved for Use Impact Design San# Product ModW.N mbar pr Name Productose-tyll.0 Contract Expiration Data in HVHZ Outside HVHZ Resistant Pessure 1 SOT, 707. 727,'47 75T, 777. and 847 Single and Pairs of Flush. Glezpd, and Louvered single and pairs of IV3112025 Yes Yes Yes N/A Door$ hollow metal doors. Florida Departrnent of Business & Professional Regulation Pagel f2 Burning Codes and Standards t5GO21 Product Approval Application Detail Code Entit, o Date Date Data Feuding Data 1' a Version Manufacturer Contact E-ginaer&Ucense: Validated So lypldatad Sutimdtad FSC Aoomval Astor oved status - Revision 2D20 MI VVlndws, and boors Brant Sitfinger Ametican Architectural Steven M. Un h. PE 41/17202() 111172g20 112712020 Approved Caregory: Vandows 171 T)365-3300 Manufsctwers As ... Art!- iT171.317-8454 SubCategoN: Single Hung bs¢linger�miwd.com compllanoeMethod: Certification Mark p.Listing Quality Assurance Approved for Use Approved for Use Impact Oesran. Sgg Product Model Numberor Hama $.duet DeserleNon Comract Explratlon Date n Z O�yt tsltlB HVHZ Resistant Pressure. 2 185 5H 52x72 FbIl' ange Frame IGISG Single Hung i D10812023 No Yes No a601-60 Laminated Glean CD E N W co C0 > O > L O C. � U o -filifififififififilfifia L)ca ICU m O La LL-1 �^ Q z J Z a J SHEET NO. PA 1.0. A-0 (1) (3) _c_— I I Florida Department of Business & Professional Regulation p.q. 6 .I � Florida Department of Busfiness& Professional Regulation Pagel 91 Florida Deportment of Business & Professional Regulation Page I .fl Florida Department of Business & Professional Regulation P.golor2 U) -Z6 (D -I, -0 > 0 Building Codes and Standards 1/25022 Building Codes and standards I&M21 Building Codes and Standards i512021 Building Codes and Standards JAI � I F.'2M I � _=_ :3 - 2A a) 2 -A _0 Product Approval Application Detail — __ __ - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Z-1111, CJQ\ L_ 0— C 0 1 1 1 I I . I I 11 11— � Kim— �� I I ' ' ' ' .: 'i C:)— 0 code entilvo Date oat, 040 Pending Date '_ F, - ' - - " 1. � = M -0 a - Type Reveal- version ManufacituLaL 2020 Th-T. C.rip.a.b., Contact Engineer & Liduanve V.11clatad St- J..p...n Lyndon F. Sahmidt P. E Ryan J. King.. P. E. Validated Submitted FBQ Approval 10JO712021 09f18M21 10113)2021 Approved 12115/2Q21 Statu Approved Code 71"i Version Maituractrunror shtify Contact Engine. 9 Deepen Validated By does Rasor-ld MI-to.de S=0 01111 Mraf-D.d. Us iui Dow l?cindia, Validated submitted WApproyll II Approved status Tv.. Code Vanow ItCanufootatter MI Wrolows Doors Entity ar cantent Eadimi U.- Validated By Brentsunger American Archilecturs! Steven M. Ulan, PE Data Date y.od.t.d 8.1mi lomumal lomeno7a Veto Pending FBCA-,-1 Date Aposc- Status Code Too Va.]- Ra,A.1- 2020 Ml fthd-s no Doars Entity Date Dat's cord.et Eraing.& Lie... to ool submitted arend aftlinger Aim,dcen Ashitact-I Steu.n hut Urleb, PE 1112212020 11/22f2020 ." "��W�_ - . '-d 11 - — E 1 (3) 0) 0 _'_' U) (35 - Category: a'tariaf Doors, (800) 843-7622 PE-4WQ (813) 787-6566 Affirmallon 2020 PG"Ind-akes Calegomr: Wad-s - BCCO - VAL 486-000 3-15-2590 11.105,'2020 1,P5r2020 I lti U2020 Appr.od ReA.1ca 2020 and Categionc Who- (717i, 361-330a Mossurt.dupers A.-Natich f7l T) 317-8454 10)1&=20 Approved Categorr.'WhIcloon; (7171365-330a .-deatc-A-allop (71T)317-8454 tl . I Subcategory: Swinging Ecburidr� DoorAesemblies ejaspersonCthermactru.co, (941) (786) Subcategory., Fi.ed betim;mrCatived- :.-I , COM li Method: Evaluation Repontifionin a al Subcategory-- SfirnjW Hung cq.pll- 111haticid: costif-fi.it Me,% jrwwsId@pgcndusmas.o am SubCanortc Horizontal Sider Compliance Mothot Cortifficisicat Mark Listing b,It1hrgoh0_rnI%vd- Cami,114a. Method: Certif-tion Marl, or Listing � 2- .C-- c::0 (D -0 0 -0 Florida Registered Architect or a licensed Florida Professional Engineer or Dal or I I c" I .1 4=' 0- C -= -0 FL#2*1-R7 Products. I I I I . � I I I f -R28 Prodbolts I "I I 0-11tv A-rans, - I Apurcroodforthus Aclanoviulf,hrij, I I - � I kneace 10-lon -1 I IFL075351-14111 I - - I � - . Quality Assurance I 11 r I � Approved for Use Amproveci for Use Impact � - - Damon � I - Fua531IQAI4 Product, I 11 sea 0 product Modal, Number or Nam � Quality Assurance ApaproMforils, Product Description contract Expiration 040 In HVKZ . C-'�$ 0 0- C..:i C-A Amproyad for Use go _711- hua -0 outside KVKZ P, = 2 -2 0 EL = -2 = (1) 3: Quality A�um nee! Approvedhor-Use Altrao-dirdrUSe Impact DeRatat Seat Product Model, Number or same, Product 0-6.11ch, home Jr) HVHZ Outside HVH Resistant Pressure ANA Product Modal. Ncagbg or Name Product D..�,i.H.� a Oat, In KVRZ Outside MvRZ R.Sfalaot F-U. M 0 LL S1114 Prod u at Model. Num bar or Nam a Product Description Contract Expiration Date to HVHZ Outside HVHZ Resistant Pressure 2 SH55M (Large Latest. Imp.at) V.yl Sirega Hung Wind- 07MQ025 yes Yes Yes MJA i H$168 Flo and Moog. Frame 7342 [sauteed GI.- 02/lU2024 No Yes No �551_55 1 iaspw 73. 72 In,d.tcd Glass 04/03J207.3 No Yea X_ 'S -C3 to = - III -4--a - IM 1 a. Thermei-Tru Fiber -Classic and Smockh-Star Nominal W39.8 &quot�Non-1rpact&quol% Cipaque 1213112022 Composite Edge Fiberglass Single Door No Yes No NIA c:2 � 40 W C-4 ; %4.— > 1 (InswnigtOutsvYhig:XcdhfigQrafion) .,:t .e- .24 W C) U) _0 2 b. Therma-Tru Flosr-Classlo and Smooth -Star Nominal 6&439,8 Uluot; Nond misaottiquot; Opaque 1213112022 No Yes No NIA W 3: 'S.-1-- f_- 7 . E (1) 2 Composite Edge Fiberglass Single Door with .S! W L_ U) �4-- Sidelian(i) (Inswingl(tiaavAri XO, OX,ar OXO cconfia-ficir.) .1 __�__ I V .�_t C..' - cc U) M 1E C�_ 3 c, Therma-Tru Fliber-GIDsge and SMMth-St2T Nominal 6&9�Q;B &quot,FNoo-lmpa.taqu.t: Opaque 121311202� No Yes No NJA cr_ 3; — CU --�O. -6-0 CDL Flti.rgla posite Edge Double boor wth or 'Co' 'W .0 W �_ E_ W < withoulSidelites (InsOnglOutsveng: )D�or=O configurations) '> =1 I CZ C3 -0 . 4 d Tharma-l"m Filder-Cessid and Smooth -Star Nominal 7a'#3Q;0 "Ncm-Impaat&quat; Opaque 1213112022 No Yes No N/A -,;:: CP Cq __ -.;;, L� Z� Composite Edge 'Itiergi less Single Door 5 a Therme-Tru Fiber-Classio and Smooth -Star (InevAng/Outswing;Xconfiguriation) Cominal 7&ff39,0 &quotrfon N Ampacti?,quort; Opaque 1 213112022 ompossite, Edge Fiberlikess Single Dow with No Yes No MIA In S C: Z .!� C2 0 Siclelbo(Gi (Insring(OutswinW, XO, CX or Oi C6_ � configuration.) - 0 L 6 1, Therma-Tru laber-Ctas= and Smooth -Star Nominal 8'0 &quot',Ncm-Impadt" Opaque 12J3112022 No Yes No MIA Florida Department of Business & Professional Regulation Pog. I at I Florida Department of Business & Professional Regulation Nq� i at Florida Department of Business & Professional Regulation P-9. i.m Composite Edge Fiberglass, Single Door Building Codes and Standards 1WO21 Building Codes and Standards IF12021 Building Codes and Standards ,41702i finswinglOutswuniji X configuration) 7 g. Thomna-7. Fibeir-Cl�5t and Smouth-Statir Nominal 6'0 &quotNor-Impacti Opaque 1=1=22 No yes No N/A 1 Cornposifte, Edge Fibalglass,91ngle Doorwith Product Approval Application Detail ProdUatApproVal Application Detail Product Approval Application Detail Shlelfte(s) (InswinglCutswing; NO, OX or CX0 . I I � . ' �� ' I 1 7 - i, - - � 8 I. Therma-7rc Fber-Cl�sio and Smooth -Star configurations) Nominal 6'0"Non-Impadt" Opaque IM1=22 NO yes No MIA Composite Edge Fib.rgl-. Double Door Wth a, WthoutSidatitesllnswing/Outw,lng;XXorOXXO 90-1 antilty . W. oat- Data Pordina - . 111111i 2242 Entity a,, Date Data Celli Remain, D*- "I Code EnIIW an does Cale 11 .l �;... '. � 11*0 partathhut 2& 4 configurations) T"pe Version Manufacturer Corlett Engineer & I-lo.a.. Validated as Validated Submitted FDOApprovAl Approved slabu. 71- V..I.m ifintiltaKt. tc.adea� Entlin-A Ll ... so Validated By v4lid.dpol submitted FBOAprorevel App,v, status Woo Version MarturfiechAror contact sponsor 8 Disease Validated By Validated Submitted FBC Approvel Approved! 29= 9 I- Therma-Tru 'Iber-Clascic and $moothStar Nominal 6&#39:8&qmot:Non-Impact&quct: Glazed 121$112022 No Yes No NIA Affirmation 2020 PGTIndustries, J.as R.e..skl Morri-Dade, BCCQ - C213 101crokO.do BCCC - VAL I IiOiSM20 1 100512020 1111112020 Approved Revision 2020 M1 Windwo and Dears, event Stinger Luis R Lama% PE St- 14 Loch, P5 1010812020 1010&202) 1OJ1912020 1211l5�JZ20 Approved Affirsition 2020 PST Ind-trlas J.s R.."'ki Mismi-Dade 8CCO - CrR Mi.ml-Dod. BCCO, VAL 11105/2020 lV)5J2Q2(1 1111112020 Appro,ed Composite Edge Fiberglass Single Door Caf.g.iry! Wind- (041) 46670100 (786) 315-2590 cotegaryt Whal-'s. (717) 385,3300 PE-62514 C717)3174454 cafilgmy� NO- (941) 485-01 OD (786) 315-2590 (Iniswingfoutswing; X sonfig.lati.n) Subcategory! Firced jrosmesidCrigtindustifiest, Subcategory! MUIPIMS bslt1lndorQmIwd.com sulocchigary. Mullions ji-asowskfidpihindustres.c 10 J_ Thermw.Tru F[baf-Classic,ind Stripoth-St2r Nominal,6&)t�9;9&quc�tNon-Impi�ct&qLiot: Glazed 1 M1 12022 Composite Edge FItheriji-Ellig le Door vvto No Yes No NfA C.Mpll.o.4 Mamma! Cartillosti.s Mark or Listing � I I I I I am I � �' - 11 11, I I ,,, �' , ,' I I I � 11-11 � , - compliance Method: Gvelya Retlort ir.. . = Licenaed r(.,id. Fields R.gstiaecl Ardhlto�t c death lion. Freeload: C.1tifi.nd.in Mark or Listing , , , , , , , , , ',' am , I I I - I I Schelfte(s) (Im;Wrg�Ourtsi XO, OX or OXO K*24�-RA Prodit I I I I I � _ �' - , , _ I I I I I I I I I � �' "'� � I , I I I I I I � I I , I " Professional Engineer , , , , pbi�M-10i�.dkj , ,� , I , -, , , I , �' , - I � I , I " , � � ': , , , � ,� 11 I � " 11�1 � , I I I I 11 I I I I 11 k Therma-7ru Fiber -Classic and Smooth -Star coniguratioms) Nominal 6&#3is8 AquotNon-I mpadt&quat Glazed 12131l2022 No Yes No NIA I - I I Quality Assurnmea I - ,- I I � A ad . so d far 11- Apopavad ran Use I 1, I Impact 0-ka. rLmsull.ge; I I I ,; I I I I adught � I I �_ � � I I I I I I I I � 1, � I I I _� I � � , 1, I I . � : � 1, 1, 1, I -, 11 I I I I I , , I , I I � Chuality Ajistrance A .... yKA T� Ue. ApprovaidjorUsm frommit [)-I- I Composite Edge Fiberglass Double Doorwith or 8..# irmauat Model. Nuarrib,or .r No.. Product D"OHINdchn Cantroct Ziocirsillcm tladc� in HVHZ Outeld, HVH Resistant Pressure , , I , I � I 11 I I 11 11 I I I 11 I I I I I I I I I I ,_ I I I soQ# Number or Mit a0ditid Drell'IML1011 Coneragi Date In HVHZ outside HVHZ Resistant Pressure Z without Sldkeht� (ns-MnWOutswm9* XXor OXXO . 5 PW-5520 [L.S. Mtssll� ini Viryl Fl,d Wind- c1460U2025 Y Y Yes MIA Quality Aissurancee, Artion-elf.rus, Approved! far Use lgiggla Design I cools an d Whadw.s = :�' thation Aluminum Nations 5t262020 yes 0 Yes Yes N)A configurations) §22A ECalu-1 Modal. Num .1 .1 N.- Product Description, Contract Expiration Dole In HVHZ outside HVNIZ R.A.1,011 Pressure 12 L Thernion-Tru Fiber-Classicand Smosith-Star Nominal 7&#S9;0 &qcot,Non-Impact&qucY� Glazed I 2J3112022 NO Y.. No MIA 2 5704 Votfiral Aluminum Mullin" iMI12024 N. yea ye. WA Composite Edge Fillargi-Single Door (InownglOutswing: X configuration) 13 an The-T. Fib-Cassis, and Sorchath-St., Nominal 7&ff3g;D &quoi;NcmI roped&quot Glazed IM112022 Composite Edge Fiberglass Single Door with No Yes No WA Sidelfte(s) OraWaillOuts,mag; XOi OX or CXO configurations) 14 it. Thourna-Tru Fibi and Smooth-Ster Nominal 6U39:0 &quotNob_I mpod&qccl� Glazed 1213112022 I'll. Yes No INA Z Composite Edge Fiberglass Single Door (IonsvAnglOutswing; X configuration) 15 o. Therma-7ru Filden-Classic, and Smooth -Star Nominal 8&#3,0;0 SquotNoo-Impaci Glazed 12131)2022 , No yes No MIA Cornwall. Edge Fibeigil-Single DAah Sid.lfte(s) (InsvvinglOutswhag: XO, OX or CXO configuntration.) Florida Department of Business & Professional Regulation page I at i Florida Department of Business & Professional Regulation page 2 a`2 Florida Department of Business& Professional RegLilation Page 3 af4 16 p. Themna-Tru Fiber -Classic and Smooth -Star Nominal 5'0&quotNoi,Iml,qct&,quo�. Glazed 1213112022 No Yes No NfA Building Codes and Standards 11012021 Building Codes arid Standards 1002021 Building Codes and Standards 302023 Composite Edge Flbwglass Double Door Wth or without Sidelites (I asWingfoutswing: XX or OXKO configurecon5) ProductApproyai Appil"tion Detail Product Approval Application Detail Product Approval Application Detail W 17 q. Therma-Tru Filsor-Cl-sic and Smooth -Star Nominal 6U3J):88rquatNonhmP�cAqc,A- Opaque 12131/2022 No yes No MIA I � I I I 0 I - . _4 11 Composite Edge FibenglassSingle Door Wth is r. Therma-'rru Fiber-Ciassis, and Sancti Transom (Inavving,iOutsvving; Woonfiguration) Nominal 69#39;8&quct;Non-Impaot8quo� Opaque 1213112022 No Yes No MIA C049 Iblillay or Date oft. onto Pending , 11 Date C040 Entity 0 Palo Date Date pe"dina Date Cod. Entity or Opa. Date Alt. Pending Date Ccloopchait. Edge Fila-glass, Single Door wth Sidelite(s) and Transom (Imavingfi0ots,Ang: OIXO. OFOX or O/OXO configurations) Type version Morrufacturer Red.l.it 2020 James Handle, Building Pnoducts. lac, Contact Enarnear& Licconso Validated By Chad Diercks V, Ardro,v Ton Jot h Southard. P. E. I - Validated 4pirmitt-d FBOAkipmenahl 01/0512021 iV14(2020 OV061202i Apprarvad status ding FBC Appo T". R.0slar Vwvlon lonoul.olu- 2DW Aside cconhid raid ... I & Loone, Validated So Nick Thompson Lynd- F. Scharict, P.E Ryan J. King: P.r. Validated autaftilt.d DQJ1572021 oza5m2i Fad An,r,v,l =2a021 A,a,,u,d 04,1212021 status Approved T_- Version Manufacturer Revskm 202a W Contact Epson- & lJoerove V,r,d#,d 5y Validation! submitted Market 31110h Roltert Mannin. John W, Kreavyich. PE 12M9rZ22 12M7/2022 FQQ Apaprosal Apprilyad ,status 12=022 02JD7/2023 Approved 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal W30:8 9quot,Noh-Impast" Opaque I W112M No Yes No MIA category: Patial Walls fK301) 545-8350 PE-81602 (362)367-2528 Catogorr. Panel Walls (330) 922�2309 FIE-43409 t9l 3) 767-6555 Cat.g.'r. Ropling 1800>7613-34111 PE-59160 (9541 TT2-6224 Composite Edge Fibers law Single Door with ftbOatogiory, String dIN.d,dlaraks�ahhrd1 s.lpcat.g.q-. saffits, rtham;e.@.1ad S.IbC.ftagcury: Asphalt si rnsth.low.coon Sdedit.(N) 0 r-hog/Outswing- XO, OX or OX0 Compliance Method: Evetuatian Report tons a - Compillame Method: Evol-flon Report from a Comphanearlethod: Evaluittleth Reportfroma mi Continuous Head and Sill ow;figumatic-) Floors. Registered A,shlt.at pro Licensed Florida I'lordaIR,gistowdArchitactora 1-1conesed Fares Florda Registered Arehheat or a I-Icamsed Fleride 20 t Theirma-Trul Flber_Clka�id and Srhnoth-Sair Nominal 8&939:0 lkqLcl;Noo-Impaet&cjuat Opaque 12/31,F2022 No Yes No MIA Pmrsealcoal Eagraeor P'.1-1-1 Engineer Pod-lonal End - Composite Eclge Fibarg law Single Door with I ' I . I - Sidelite(s) Onswirg/Ourtievmg; X0, OX or OXO F1.613192-RD products I I I I I I I FLO15272-gs Products I 11 � I - � I I I 1, 11 - - I � I - . � I I I fl,"41124,fln Products I I I I I � - I I - I � 21 u. Theransi Fiber -Classic and Smooth-Sor Continuous Head and Sill configurations) Nominal 6&jW,8 &quotNon-ImpacI&qucsi Glazed l2f3l= No Y_ No MIA I OnuallivAssurano. Approvad for Use Approved! for Use impact Deana, I � I I Quality A-umence 11 ''I I I Asphrovil for Use AL-M far Uo, Joined I D,illlart I . QuallbrAtistrance Appro"d for Use 1 Approved for Use holDsat Design Composite Edge Fibegl2als Single Door with sea 10 Produot Model, Number or Nam Product Descilinte Contract Expiration Date 11) HVHZ outside ffvmz Resistant leri goal # Pradmi, Model. Numbor or Memo , Product D .... itothom ce,rd-it E.Plooth.. Code !in HVHZ outside HVHZ R.A.1ant P--. Sao# Procluiel Martell. Nurnbor or Name a Product Deserlption Contract Eiallration Dal . in Hv1Z Outside HVH Regiment Pre -re Sidelfte(a) (InsvAngfOurtsw[ng. XO, OX or OXO I Cumplark Lap Sidir2 lit. -mart lisp aiding lWVQ02S Y_ Yes MIA MIA 1 a. &quo:;2T&quKt SOM Vera or Said Vinyl Soffit 1213V2023 No yes No NIA 1 OAF Asphalt Fear Shingles for use in FRC nor-HVI1Z Filoorgoss reinforced 3-tall, laminated, 5-tab and IVIGQ025 No Yes MIA N/A Continuous Head and Sill configurations) 2 Ho,d,PI..k Lap Siding lb-coment hip, Making 1213112023 Y. yo, MIA N/A 2 p "AI(9hc8 T48cuot; Built Vent or Sold Vinyl Soffit 12131=23 No Yes No NIA Jurisdiction. hipfilope asphalt shingles, I 22 v, Therma-Tru Filoer-Clas5io and Smooth -Star Nominal W39:08cluot;Non-Impaottliquot Glazed 12/3112022 No Yes No NA � c. squot;Greenbriar "Ittelins Boadede,439: Soft Vent or Solid Vinyl Soffit 1213112023 NO yes No WA Composite Edge Fiberglass Single D..rwith 4 d. &qUd,:De&Quat Sort vool, or salb Vinyl Soffit 1=1=3 No yes No NfA Sidelita(s) �msvAnglOutswrng; XO, OX or OXO 5 .. Lqu.t:Charlor 0.k&T.t; S.fflt vaht an Sold Vlayl Seat 12131QG23 rJ. Yea No NJA 28 W, Therroa-Tru Fliber-ClaWc and Smooth -Star Contlnu.ua Head and Sill admig-th.p.) Nominal 6,039i &quot Non-ImpacAquot; Opaque 1 2�3112022 No yes NO NA 6 f. 8qud:SupV"9Pim&qu.t�, soffit Vent or Said Vinyl Soffit 121310025 N. *s No N)A Composite, Edg a Fibe rg lass Door Pane Is Yatto Vented Si WNW s) 0 rs%IAn ghOutswiag; XX XYX or X)= configurations) 24 x. Therma-Tru Filder-Cassic sold Smooth -Star N am rat 1 SU39, 0 &quct; Non -I mpachRcIu4 Opaque 12MI2022 No Yes No NJA Composite Faig a Fiberg less Door Pa nois voth Vented Si delite(s) (I in awnglOutswing. Xy. XKX or X)= -fig.r.b.na) 25 y. Thorarsi FH--Cl..[. and Sonsooth-Ete, Nominal 6&939�8 &q..�N-hopsettlquot, Glazed 12G112022 No Y6S No NJA Composite Edge Fiberglass Door Panels with Vented Sichalte(s) (I newinglOutswing, XX )0O(or )O= . Florida Deportment of Business & Professional Regulation Page I oil Florida Department of Business & Professional Regulation Pool 11 Florida Deportment of Business & Professional Regulation Page I of I 2a z. Thearnei-T. F bwar-Classia, @ad Salooths'lar configurati.n.) Nominal 8W39�0aquo0on-ImpaoMquat Glazed 12M/2022 No Y_ No NIA BuikfingCod2s and Standards 10W.1321 Building Codes and Standards lawl Build! rig Codes and Standards 1115=21 Composite Edge Fiberglass Door Panels vAth Vented Sidelibe(s) 0 n-Ang/Outswing: XX XXX or XXXX configurattons) � Product Approval Application Detail Product Approval Application Detail Product Approval Application Deta 11 27 za. Thermoi Fiber -Classic and Snaccalb-Ster Nominal OM9;8 &quot:Noh-Impah,l&quot Glacced 1213112022 No Yes No MIA - - Composite Edge Fiberglass Single Door with 3&#38r.0 I , . - , , -c"11- - -1 I - I I Sidelite(s) (Inswing/Olutswing, XO, OX a OXO 1 - I � el I'll, 11 ,c "figurations) Code Erickson Dah. Col. 04W pendir. ads Code Entity or oat- Sale Date pendina Date code Entity 0 2a Done cook Poll are, 28 zb. Therma-Tru Filb-Classic, and Smoolth-Stir Nominal 6mas�s &quot:Non-Impact&quoI; Glazed 12M112M No Yes No MIA T-a varslan M.-faron.- Cpatoat Engineer& License Validated 0, Validated submitted FaC Actioneval Antionry, Aidia TV" V,ao.o M.-focithurar Contact fin,itho,rA use ... Volficatted By , Von". ii.brold.al F&C Approval Atiptno-d status Type Version ithournecturar Comsat Englo-&I-laorres Validated By Validated Submitted FBC: Approval Approved status Composite Gc�e Fiberglass Doubts Door with Re,vision 2020 TAMK0 Building Products LLC Kenn) Edon Robert thernmen John W, Knozovich, PE 10MV2020 09129/2020 IM?12020 1wi5no2o Approved Rorosloa 2020 I.M. Thompson, lne, doe Thompson Architectural Tony Christman Zachary R. Priest Stevon M. Joan, PE 09117=20 (rallfino2a 09,22/2020 1211512020 Apip-al R.,Aol.n M20 Florida Metal Producli; Inc, Clark Jon 6 James I. Btaker. P.E_@ Slovern M. union. PE 0R)2'F2020 09,25r,92(3 1=412020 1211,1`2920 Approved U#30,0 Sidelites, (InevAnot'Oulavying. On(O config-tion) Category. Raclin I g (417) 824-56" PE-59156 (954) 772-6224 Minas Company (TAMC 0) (613) 248-3456 PE,74921 i717�317-84eAi . Category: Record ;904) 78306400 CROCK Eingraoring i717) 317-6454 2.9 ZQ. ThQmna-Tru Filbqr-Claitsc and5nnooth-5tar Nominal %09;C &qu0�,N.n-I.paat8quQt Glazed 12J�112022 No Yes No NJA subcategory: undetaymorts kendeder,Qsrok-orn Cartegorr. Ropling lanyog.orehil-firgaorn Subdateggry: R..ling,�pmn.. that .a clarkiplich,co,apro PIE,31242 Composite Edge Fibergliss Single Door with 39939,0 Compliance Method: Eveluation ' Report from a Subcategory: Roalng Accessories that are an Integral Portofino Rpolingaytoters sdefite(.) (lit-ingi0tut ... ing XO, OX or OXO Florida Regled,red Architect- Licensed Hands lnt.g,.l Part dflh. Rooflog System ComplIanct, Method; Evaluation ReporLfrolin a . corrI ... ) P,ore.i.not Engineer Compil nee Method: Evaluafloo Report from a Zscilst Florida R"IstdA,.hIt.ct or . Licensed Florida 30 zd. Therma-Tau Rber-Classio and Smooth-Staf Nominal 8&#39:0&quotNohImpad*wt: Glazed 121=2022 No Yes No NIA � �, I I I 1, 11 Florida ... dAo,hift.at are Lloco-cl Florida Protva.l.rel Engine., Composite Edge Fiberglass Double Door will I F1412328AR Products I I � �' . I e I I I I I I I I � I I I � � I I I "I I - I � I/ I I I 11 I I I � I I I 1� I �' " 11 Prolonloral Engine" I - I I I I I I 11 I � I -rdil ' I '�' � WXA5211�int F � I I I I � I I I 1 : I I I I I I � I 3&1439;0 Sid.fites (I nawfingfiOtttsy�mg; OXXO Quality A ... rora, I Acipoo-or,rUs, Approved far Usk Ish ... t D"an rwisila 11 I 30ripamcka I � , I � " ,' I . I I I I � I I I - I I I � . - I �� I I � I � 1. I . I ; 11 11 I � I I � I �' � " I I , , I 1, I . I I I I " I 1 I 31 ze. Thermo-Tru FIb-Classic and Smoodi-Star configuration) a Norma 1 7'0 &quotNon_Impact&qwt; Shaker 12131=22 No Yes No N/A Sea # le,oduel, Model, Numbor yr Name P,oduat DeschripUlp Contract Expiration oat. In HVHZ outside HVHZ Resistant lersesq. 1� I I I I I - I Quality Assurance I I I - I � I I Approwd for Use Approved for Use ligiog I I Design $--A Pradchot Modal, Numberor anno N' - OWN Assurance Approved! for Use Approved for Vas Impaot Deslan IR,,cluct Description Contract Elploothon Ewa In HvHZ OLitsid, HVHZ Roohirt,ort Proins-re Sari -C.imp teEdg.GI-driberill-SaBl. Zh..t I TAMK0 Root Underlayments(MVI-1Z) R..fiuhc1odsynr.k.iorhFBCHVHZ 0612912023 Yes No MIA N/A a--# Prpd,,t Modal. Number ar Mom, Product Description Cootbact rzx,JraU,a Oat, to HVHZ: Dutaide HVHZ Resistant "$lure � 3-FLAMCOkboi:RVIOWi� Varttaluot: Aluminum Ridge Verus for pi"adirce,fs tabodated 1 20112024 NO Yes No NJA Door with or 1M9;2 %delta(.) (InovvingfOulawing* X. OX XO or OXO configurations) 2 TAMKO Root Und.rh,yorrem. jurisdictions. 06,2912023 No Y MIA ,YA 1 TAMCO F12C Top Off -Ridge Vom with Bag. 1. Re 20 go. state rcoalivented". th barrio OW0912026 Yes Yes MIA MIA from 11.025'Al.minuto (NON-HVHZ) Roof undedayments for use in F BC nm-HVHZ . 2 TAMCO Goelson eck V.nt 26 go. 09109v2026 NO Yes N/A -0�52.5 judscedons. 3 TAMCO Off-RIctil, Roof Vent with Bcfla 26 OR- state 100i'Velliffet0f With integrated baffle 09,10912020 Y. Y. MIA N/A 4 TAMCO Round Top Off-Ridg. Vent Win Baffl. for Tit. 26 ge- .tab-f-Malic, ,nth traink, 09e)912026 Yes Yes MIA N/A Florida Department of Business and Professional Regulation Florida Department of Business 8, Professional Regulation Pagel of I Florida Department of Business & Professional Regulation Flog. 1 of 3 Florida Department of Business & Professional Regulation p.g. 1 orl Building Codes and Standards Ilinwi Building Codes and standards jaca?21 Building Codes and Standards 3W2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail PrOdUCIt Approval Application Detail Product Approval Application Detail U) . I I -1 . � - �- � . -1 � , . " - " Code Entity Data Date Data Paneling Data C.d. route on 2112 Data Data pandirso Date Code fini or Dal a Date gets Paneling 29vq FL#6259-R31 Type version leart,fecticrar Revision 2020 Lowmao Contact Ensincer&I-Joarts, v.fiiaA,d B, Katrina Jolley Jarrhos L. Buckner, P.r. Stov.a M. Url.h, PE Valid subramoci FBG Approval 11123F202D 192�M20 ilmt�m Aurparve al -bus ding FBC Appr 7- Remokeri Version flarturfeeturer ZD20 Sorel Reading Contact E."imear & U-a Validated My And- Rabin APMO Uniform Evoluatien Gary W. Walker Validated submitted I IM12020 I M22020 FsCAPPmal Approved 1IM612020 st-t- Approved TV06 Version Manufacturer Revision 2020 Global Protecitior, Products. LLC. contact Endroor&LIcauthe Validated BY Validated B.t,.IH.d Tim Robinson Wake, A TUIR Jr- P.E John W� Knescovkh, PE J9M/2l)2Q )SJ08r202D FlICApirroyal Appro acque 10)DIJ2020 lV15M20 App,w.d (D . code EntV.or Date Date Date Date Status Category.- Roolog (501) 983-6163 PE-31242 (717)317-a454 cat.e.w. Roolmj (81(n) 380-6091 Services LLP. (205) 354-0164 cat.2mi ante. (M4� 689-7545 PE44167 (954) 772-6224 IYI pe Version Manufacturer Contact - . Revision 2020 POLYGLASS USA Maury,A(pert, Engineer& Validated By . License John W Validated Submitted Pending Al2proved Approved 1012WO20 1012212020 FBC 1211512020 S,jbCac ry! Reoling Aaceseotlea that arce an I nriagral7g.'tol'th. Raperng-lyscom Cempa-Mattod: Evaluation Repast home kjolloyalarnmeacconin SulaC.t.g.ar. RcolingThas Coatinlenea Method: F-Juatim Report from a Product E�Iuoxtleh Entity RoblitAndersonGlacrillco as S.IbCatacpnly! Stant, Popole Compliance Madhod: Evaluation Report lborn a lJor-hria-dilpp..t.. in Category: Roofing S954233133OSmalpert@polyglass.�m Robert Niaminen Knezevirh, PE - Allproval Fi�idaReasteredArchWtoraLken�dFloricia I � I I I I - I I I I Incirld. Regloth.hadAn,hit.d.r. Licensed Pieria. Profeaslonal Engineer Subcategory: PlI (954) 772-6224 11/01/2020 Prolia.i.mil Eagmer Fulowil Products I I - I I - I 1-1 I I 11 I I I I I - I � 1- I Underlayments Compliance Method: P1,417202-RE products I I I I -, I I I I I I 11 I � � QualftyAlisurmoo � I I I I", I I I I I I I I Approved for jee Appr"ad for Use I I I " I I 11 I impact peplon $--a is Product ModaL Nuallbeir or ""' Ga�ary- Shake, Sal., Country Slate. Split Old English Quality Assurance Counted ExcluitIon Cal. Rftft..`�tl! r. 12131t2020 Avionoved for Use Aver'-d for Use ho HVHZ Dutold,14VHZ No Yes ]II Resistant NfA Dealion Pressure MIA I 11 :_ � thtq507"ll lonclathem 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 Quality Assurangs, ftPro-dinory. Approved far use lar-ot 0-1- Produot E Evaluation RaportfrOm gas # Poodijot [Model. Musints- Name PranductDoeordrillart Contract Egaingthom Data in HVHZ Qut%IdWHVHZ Re0i Prossure Thatch &2MP; hi 2991 �,r,rNam gathered- In HVI4Z outside HVHZ Rsithiliant Pressure a Florida Registered I Dcak-Aj,l DA-4 .,7RI,8ult V.ak-Aj, DA-4 L- Prelis, Foolypropylem, Phistio, Roof Vent IVI012025 No ve, No -g7.5/,g7.5 IT SoNciny 600 - Stoic Shake Aarhp� Split Shake Flat Pralle - Stockton. CA 121311202D No yes MIA NJA 1 21 Gage Geiver-lood Steel St- Pa,ols(HVHZ Corrugated Galvanized St"I Storm Panels retained lMl/2023 Y yes Yes N/A _11- Architect or a Licensed MeolhartloollyAttoohed to PJI Ceck. 18 19 S..y 800 - Sldo� Shake Aarpjp� split Shake S.-y 700 - Shake Start Samp; Split Sh -k- Fiat Profile - Risk., CA 12MV2020 Flat Prorle - Stockton, CA 121111,2021) No No y., yes MIA 14 eA MIA NJA 2 24 Gage ocivanized Steel Soxm ParelslMHVHZ or not by track% to MoVda hundinne, Wot eat ion. Corrugated GaiVanized Stool &arm Panels retained IM112023 NO Yes Yes MIA a) Florida Professional Engineer 20 27 .. -I-No -ta"mp: Split Shake a y 2 Tej.s"F,s`p0.`r. / Be haelon. FW Profile - Raft., rA 12131MZD , Hip Pratte- Katy, TX l2n1r2020 No N. yoo yes NIA NfA NIA MJA or not by backs, to pra�dls hurricane protection. = (D FM2W-R31 Products Qually. Assubtanc AnMytilfQI A j1pMra f9r Uffe It IMM Design 211 Via Lw Proelle -Katy. T*X l2ell=20 'j. Yes NIA MIA = ALq # Product Model, Number or Name Product, Description Contract Elpjr9loth In HVHZ outside HVH Resistant Pressure U) Date 1 Polyglass Roof Underlayments Rocting underlayments 1012112022 No Yes NM 4NIAI-622.6 1 Polyglass Roof Undeftyments (HVHZ) P*glass roof Underlaym erits for use in FBC 1212W2023 Yes No NIA N/A � M HVHZjurisdiallons. > 2 Polyglass Roof Undertayments (non-HVHZ) Polyglass roof underlaym Prits, lor use in 1212=3 No FBC n.a-HVHZ jursdialloria. yes NIA -WAI-6224 M 0 I I Polyglass Roof Underlayrnents (HVHZ) Polyglass roof underlaymentsfor use in 1`1301W23T2023 Yes No NJA NIA Florida Department of Business & Professional Regulation Page 1 .1 I Florida Department: of Business & Professional Regulation P."i Mi Florida Department of Business & Professional Regulation page I Irl L_ HvHZ jurlsdicitons. Building Codes and Standards 1125M22 Building Codes and standards V742021 Building Codes end Standards 11712021 > 0- 2 Folyglass Roof Underlayments �nort-HVHZ) Polyglass roof underlayrn ents, for use in 1=12023 No FBC non-HVHZj.H.dIcton.. yes WA -NIAI-(322�5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass Roof Undedayments (HVHZ) Pollyglass roof underlayments, for use In 1`B0l7J2W= Yes HVHZ jurisdictions, No N/A NIA 0 < . _. - 7 am 1 a 11 I �1 N - � - 1 'k, , , , 2 P olyglass Roof Und erlaym ents (n on -HVHZ� Polyg lass roof und erl aynni e rits, for use in 12;2WO23 No Yes NIA 4NI code E ritity . Date Date Data pending Date � 11 Code Entity or Dole Data gone PendInov Pat � code Entity or 291 Da. oat, P.ndloci Date " "I'll" I ,- FBC nnn-HVHZ jurisdictions. Type Version Manufacturer Comiag Engineer & License Validated Validated Submitted FBC Approval Approved at.t. 9 Type V-1- M-la.l.r., Contact Encilrear & Lie-, V,Hd,[,(J & Validated Submitted Fad A-mral Amanowd stal Type vwsl.m kh�pufmjuhoir posted Encimar A, License Validated By Validated! schopilhold FSC Aam,,�ol Approved status L. _II 1 Polyglas, Roof Undedayments �HVHZ) Polyplass roof understyments for use in FDC1X2V2023 Yes No WA NIA Ro,isicn 2020 All American $hutar. artol Glass Mike Barbieri Frank L. Ban hands: P. E Troy Bishop, P. E. 1012812020 1 011 E42020 1110512020 121512020 Approved Ps'ichon 2�20 Alpine Stuart LoW, ]CC Evaluation Service, LLC William M. R-firol, PG 1013VA20 11)t2V202D I 110MO20 ll,U/2021) Approved Ro,visl.p 2020 Commercial Convelot Producteline, Roborl0ills, Samuel A, Greenberg John Hog 1211612029 12(lsa()20 12Ra/2020 ding FBC Appr, 0 2 HVHZ jurisdictions, Polyglass Roof Underlayments �mdn-HVHI PolytilassrooFunderlayment�,fc.rLis�ein 1212MO23 No yes NIA -NI Category: Shute,is Subcategory; Storm Panels (561) 712-9882 PE-0046549 (954) 947.0880 holkeb@allannericansibutle, CaTegoor: Structural Componeris subcategory: Truu Plates (3211710-3377 (40)� 6al-1917 sle"Isooliploetw.com CatooW: Structural Componionts , SubCategohn Products mtroducod as a Rosati: of (41$) 060-3707 PE-214245 �$52) 586-5311 promstgatpriLbyah-cam = FBC mon-HVH2 jurl6dictions. Co nuallance Method; Ewduatiori Report from a la.cona Florida Reg laterecl Architect or a Licensed Flarlda Corinjollan.. Method; E,.I..ti- Report lr.m . Product Evaluation Er,fity' N-le.hoodgy, Compliance Method: Evaluation Report front 0 Professional Engineer I I I � I I I I I - I 11 I . - 1-1 � - � " -11 - I 11 I I - - I I - 1, � � a FluddaRnlsfamdArchlWct�aLlwnsedF[odda Pinfe.t.ried Eajr- 0 FW 7188iil lobaducliti I " I I I - 1, r � I � 1 1 I I 11 - � I Qually As-. Approved for use Appurv.df-1.1%. ho-I I 2we - I 7 I L_ Sao a Product Model, Number"Name QualltyAssurnic Product Description Contract Expiration loate AwroyadiforUse ApprovedfibrUse 1. HVHZ Outside HVHZ loilloOt Deso n Resistant Ppessu r. Sea 1 N Product Modal. Mugabe, . Mo. TiN S=Alpl he Higher Strength (H &-p: S) Product Description Contract rXillration Date lm HVH Moist Connector plot. 1213i/2024 Y. outside HVHZ Yes Revilshu'll N/A Pressure N/A Ft*i?744t6Proidu I I L L I I Quality A.- Aparchardl for Us. smormad farr Us,a [.past past- 0- 1 2AU2 Galvanized Steel Storm Panels 24,qa GaNamized Steel Storm Planets 12131=22 Yes Yes Yes NIA 2 ITW BCGffiJptm Hhgo Plate met.[ Connector plate 12`31/2024 Yes Yes NtA MIA Site a firedw Modal, Number or Nam Product V.serriell2a Contract Expiration Date In HVHZ Outside HVH Resistant Prow, < 3 4 ITN BCGuAlI Ticloc ITW BCGIA10hat Wave Metal connector Plate l2t3lt2024 Met.] Cohn.altor %to 12al/2024 Yes Yes Yes, Yes NA MIA MIA MIA l Quality Precast or Commercial Concrete Products Precast and Prestressed Corareto Unt.le OW50024 N. Yes N 1A MIA a) . U) -4--a CIO 0 00 = < 0- Florida Department of Business & Professional Regulation Building Codes and Standards P.go 2&2 31al-023 Rorda Department of Business & Professiontil Regulation Building Codes and Standards Page I 611 04i2WI Florida Department of Business & Professional Regulation Building Codes and Standards I'lle. 1 111`2 9012021 -0 �-- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ M I - . I 'LLLLL - � N .. LL 1. ; .. r . . - Code Ently or am- Dad. per, Pending Date " ___ Code Kathy or Data Done Vant.p.rdlinta Data . code lattift at Date Date pension Me 292 Dome " W = TYP. V-1- Manufacturer cei Engine. I Lt.- Validated Sy Validated Submitted FIRC App-al Appround ethics Type Vmlqn Manufaylumar cgintlast snam-SLUsion,s, Validated ley Validated Submitted F8C ApPmyal Approved Status, 'han's Veneto Mari Contest Ead-A U Validated W Validated Sulb.ifted FBC Approval Aptesive Shodure :2 = R.,lsion 202a Marie, Ins. Category! Structural Corniporoht� Erin Walden ICC Evillest. Service. LLC ICC rval-u-Sarvio., (952) 898-8635 LLC� 01MM23 1220M22 GqMW2023 Approveral Revision 2D20 Weyerhaeuser Category an.d.ral Components Rob Balchmin ICC Evaluaficra S-,ce, LLC an, Lehrer. P.E. 02,02=21 1,Y1312020 (253) 92+0476 (608) 830-3280 R.Ioerl,giald, D2/0312021 Approved Affirmation X20 Apra Aunirium, Inc. Category: Panel Wells JIM Shia Luis R. Lomas atwo M. Urban. PIL f405" 5W200B PE-02514 (717) 317-8454 11/1612020 lIfIG12020 11/2012020 Appreshed < a) SubCateg.ry, Trus, Plates Conniallophoo Method: Evaluation, Report it= 2 .-hd.p@mi..m (205) 599-9W Subcategory; Entinoorad Lumber Complia- Method: Evaluation Report from a @.eyarlh. asser-or, stibcol.g.,y: sellits .1iontal-dourninc@yall. Z Product Evalthift, Entity I I P,.:�.t Evalmem Entity - - , I I � I L - I I LL ComplIanee Method: Eveituation Report from a Fiestas R.9hit-dArchit.d.. Licensed Flands, a.c0fla Z __j p 074ho producta � I I , , I I 1, I I I I I I - I I % I I - 1, I 11 �� " I 1, L I �� I I 11,46527,15111 Products I " I "I, I I - "I 11 , i L I .111 I � I I I I I I I _ �' ", , I I I L � , �' �"" I I 11 I I I � I "I I Professional Engineer ' �' � I � 1� � - I I I �_' I I I I I I I I -, " � - , - , I 11 I -, ,- � I c I I I 1, Q-111v A.....'s Approved for Us& A,,r,,d nor Vice linarract Uselan Sea a PTedg.k Model. NLkmb,,sr No.. curtly Assruranov P,,d.at 0,rtricitio Confir,ad Extrioalkan Date Approved for LA. Approved tar Use in HVRZ Outside HVH L111229 Rkft Rosatwit Pre-uhro I V1.4ft'Ail-ASprodijobi I I , , ,, I 11 � 11 .1 I � �11' � I 11 I I I �� , I I I I , I ; �' I I I I I I � I I I , L - , " - - , L 1, I I , - I I I 11 I - 11 , � , ,� , , I - 1151 A P,.d,at MadeL Nlk,rpb�nr or Name product Deacrivilps ccintreal, bohittlon Son, in HVHZ Which, HVHZ assistant Fire.- Quality Assuranee Approved for Use Approved for use Impact Design __1 I M18ARa I 8 ga. high strength (rose comnater plate 12i3l(2024 yes Yes MIA VA 1 Milerolle. LVL L.ralrateciV.o.ort.-her 03MIf2023 No You N/A NIA &at-# Product Model. Number a, Name Product Deserted- Cavat ... t Expiration Data 1, Hil Outside HVH Resistant Frossrus, a- 2 MISSHS le go. super high strength truss connector plate 1213V2024 Yes Yes, N(A MIA 2 P.rc#1 a. PSL � Trob.r8mund LSL Parallel Strand Lumber OV3i=3 LamInsted Strand Lumber 0313IJ2023 No yoti No Yes N/A N/A MIA MIA I Alph'o Aluminum $did 6arric:V�rettc! Aluminum Soffit! Alpha Aluminum Oohdtarop; Vented Acirkwo, grfsOaO21 No yes No MIA 3 tell is MT18HS 16g.. trusa-rocsirpl.t. IW310024 18 ga high strength truss connector plate 12131,2024 Y Yes Y. Yes 140% MIA NJA MIA 4 7J Rim Board struatural Composite Lumber or Oriented Strand 0313IJ203 No Yes NIA NfA CMU sonic; Wood Saint' CIOU &,imp; Wood . SHEET NO. 5 M720HS 20 go. h1oh gireingth truss comeator pets 12)31)2024 Yes Yes MIA N)A board Rim Board 5 Weyerhaeuser RI. Board oriented Strand Board Rim 1;4 03131,2023 No Yes N/A MIA 6 TI-16. hrrill lass. ir- coonoal,ariplst� 12,310024 yes Yes MIA NYA I4 . 7 TL20: MT20 2(go. t.. .ori Mat. 12131Q024 Yes yes MIA MIA March 6, 2023 11 PA 1.1 I Florida Departmeril: of Business & professional Regulation aege I F2 Building Codes and Standards 6,10022 Product Approval Application Detail 996 Efliftya, 2113. no 06k F%-A" PAI TIRV %ifti" N0nu7e0turot 00.04t findraALitema 'AIWaod Br V0,11alad 8uhmitbd F13CAMISmeal Aporwal am- AtIrmelflon Mi Peft Corporation Joe HWdw Sonall Window sad Door James L Buckner, P-E. a 071141202D C7114UC20 GTJ2012020 Approved comill Windows RDbIreon lulanufactuierflulawlstan CRILIC(Frginsering SubCasSaSer.8inseHung MIl6214WO torholaam Notbod: CoMoOlm Mark or Usting poill-produotawmape Acorn xt QualitrAwwrooft Amaroved For Uss Appro"d it, Uae L-wo 92&9 Isradoot cootnell, Exoiratian am i. HVH2 okoll HVHZ Resigum, press, Series 10MU HIgh Penlorwhoe eng IS Hu no Mrr)l sing IS Hung Wthdow (47 x 72`) 0111170127 No Yes, No +BELLM 2 earn 10120 High Parlb"thos Single Hung vAlml High Performance single Hung Twin 06/21MO27 No Yes No -sw-SO 3 SWISS 11120 411Q cionripaeftes (77 .&S-Ifz') mnyl $Ingle Hung .721) MI&2027 No yes No +4W-40 4 Seres'112031ngisHung vinyl slrg�: Hung THOO ce'rPoebe (100" "151 060NO27 No Yoe RD +Vku 5 Siklas '0209ing"ituna VirrARIng Hung Twin Composite CBS.Tx W.5) W130027 NO Yes No .3" a Sedes1012081naleilung "Oftle, Hung IWIn OomposIt EST) MlWC27 His Y. No +39F35 7 Sods$ 10120 Strafe Hung MmA MMIS Hung 05t1612027 NO yes No +36ho awl" 10120 Single Hung VkrA Single Hung Window (49'x 72') OW1719027 No Yes No +3" sees IM'Snate Hure AV $Ingle Hung Window i4r x 59--172') oW13Q027 No Yes No +3" 10 Series 10'2111 atngt* Hung Virryl Eirglu Hung Window 13W x 556112�) 1:1106007 No yes No .36445 It 8arI-1Q1200ng.Hurq Virryl SIng to Hung WIndoe, [411' x 84') OW74027 No Y. No 13" 12 earee I =0 stage Hung Unyl S Ingle Hung WInalow (W x 77) (en5Q027 No Yes No +35,35 13 it se'(11208trililpHung VirrAUirigloHmmgTwlqCompmlto(72-xOW) iteaww NO Yes ND +2&-33 14 48=112031nglerlung virryl single Hung Twin (3omposl)a(sevx5a-61 0SM14027 No yes No '36�35 is Zedes 1=0 Sfrqte Hung Vinyl Single Hung Twin 0ompos1k,(S,6.5'x 7261 OW179027 No Yes NO 13" Shea IG70 Single Hung Vlrr,4 Single Hung -P.1, 0o-pavde(72'- rz) 00(180027 No Yes No -40140, 17 Series 10NO Single Hung %RrrA POW With Single Hung lFlariders (IM N72) 100=21 No Yes Nd 1301-:10 .2 UWA-Madob A-d r- 11- A. -Sid to 111- IMM 2%i= Rol ftillya Model. Number 4,Ns"e, prodoma.rdmien Ce srostE oiMl inn Gnu in HVH2 Curia sNVHL PASIS12"t plateau IM Series orThervalar or Eroomposat orAwd High Vintirl Push Perlormamoe 13 1 rate Hung (4r x 72) M11=127 No Yes No 'Wt'M Pefthrarift Single Hung 1 W Seres arThemiestar ar Enearripass orAvaffli High Vlrryl HIM Parlemnalhoo 81 rate HU no Twin 05 IOC27 No yes NO +501-60 Persormamoe Single III 1511 Series OrThSirmaiderier SnCompass Or AVamll S Ingle Mnyl 0 Ing IS Hung Triple C*Mp*ft(10W 3t 721) 00115M027 No Yes No +4WAO Hung 4 ISD Series orThemigstar of Enamnipass, wAvanif a Ingle Vinyl 8 Ingfe Hung Trials Compasho(108' x S&T) 06I231IC27 N. Yea No +3" HjV Rolids Department of Business & Proleasonal Regulation P.Piefil Building Codes and Standards AM= Product Approval Application Detail C-4. 9.0kir., Did. Data DON Paalnn RME TV" illiilich lesnu6stgret Coaled EadepploUeeft Vallidepid Abliatiled 8.1neit'lo,d FROAPpeowil Aillproeod Sim" Afirmina" 2020 p6b corporatilom Joe Hayden $001 WhdowardDoor James L Rucknor, RE. 6 OTMA(2020 CIM412020 IOnmJl0m ApproWal 0"Wr.Wrd*.S RolsInsoh ManuflieWierAmoolellon C13UCK Engineering A.Wirloill HielzoriddSlider t64llU21-B098 15817*114W Cienolones Mail r4r0floodom Mark or Usthig peflopledU01loponwagpe A -ad hy Us, Anbmwd see Uea 11101 PMdLftt Model. Rk"bir at Wares Prod USE D# ft d at I co"tout: mKoinkii," DOW in 1HW oudews HVHZ Aaeuunt paies. I series 10120 Sliding Window. VlrrA billing Window PX or XG, 7340'K t0j =2712011 No Y. No +30l9Q 2 Virry! Sitting Window ItoX or X0. 73401 it Igo) owwon No Yes No +36lL35 3 Seria, 102b Sliding Window Virrail Sliding Window (XOXI ICIV x 601 00270= No Yes NO +30/.00 4 seles. IWO Sliding WlhdoV Mryl Sliding Window (XOX, 108x 3491) aw7rac28 No Y. No +35439 Florida Departinerrit of Business & professional Ragulefian P.Mi (I Building Codes and SUr4ards snw= Product Approval Application Detail W115*0 -�L'Witll "also BSA Cad. Ewbw- Date Debe [mi. Naaap DAP TWIN! wreia. MSA.1y9urer come Emoloall A Limoss wiwawa valbill 3.1pelietil FQCAtkeftv*l Apontwid SUAN Atknudkm 20211 Pella CWWO1011 Joe Hayden Serd Window arkl Door:TE- LU,r% , PE, LLQ 07MC20201711412020 0112212020 Apprwosd CaNgo7. Windows Robinson ManueognerAssoclation ( l) StM465 anecenigarr. Single Kura Wli6214M 4;emplionea, 111114W: Q Artificial Mork or Ustirg 118.0m auelthrAna- Ananevall fie, US A-r-lid-EbrU, found OWN 22" Paeduot Model.:Muniew OtNome Pew." cle"400" iomw Outside HVHL Reaieane Preery, I Pella 10 sari" single Hung Wridow W x ST Vinyl N�Imjpowt 0 Ingle HMO Wind" DOM= No yes. No +40140 2 Pella 10 Series Single Hung Wmdow 54". Sa Vnirl Non-In"et single Hung Wife" O71091022 No yes No +45L45 0 Palls In Sense enela Hung Wn4loo, 34'x BY VInV WO-19VW SII Hung Window OrM912022 No Yes NO -Mm 4 Pella 10 Forest Single Hung Window 4r X 7T Vinyl NOMM"ot Single Hung Window lar'(190202 No Yes No "N"65, 8 Pella 10 Berl" She e, Hung Wind SOr' x Or M yl Non-Impsida Single Hung Window OW202022 No 11,05 No -0459 4, Peft ftSingle , Hung Window 35'. 77 Mmyl Nolanseell Single HMO Window am*= No yes No +EaI 7 Peft 10 sarke Single HVnsWn4I 52�lff x SU'vnyl Non4nnipaidt'01irl WII No Yes No +Eotj-w Predual Ill Number or Noon pirodesto,"400 04fitmotExalration0ads Atudigno her 11- in IFVFl2 Amma-d For U oinaido HYH found PASIVISht.Pressure. nigo Peft 10 Be," Single Hung Wind- 38'x 9T Vinyl N.Mped Single HMO Wind- 106122120111 No Yeas No +4VL40 2. Peft 10 Sarin Single Hung Window 34'. 97 Vinyl NoNmpeot Single " Wiliam 1Rm2023 N. Yes No *41045 a Pao 110 Series Single Hung Almd" 04' CW Vinyl N-1 WW Single Hung VYIndow 05r0012028 No yes No +50w 4 Ptift 10 Sarin Single Hung Whom WxGT%AnyJNonImqpumSingle HungWindw (16412112023 No yet No -5545 a Poll 10 Series Single Hung Window 52.11VX 60' Vinyl Nori.Impod $Ingb Hung Wind" 1W17r201$ No Yes NO 'SpAap Florida Departrintent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poo, I OfA C-40 lEntatfor Date awm ➢Date Perrdno Date Tim lisftid. slaaul.durse 0,01001 fiaeln.eri Lasers Yalidaw6Y iluilielabd Spleel FRQ Aaaftyel Aaoft,*d a A"Okin 20M Pella Cbrpondlon Joe Holl Sard Women W. Scheeler, F.E. T.E. Lnn, PE, LLQ 07t140020 07114MO20 0712WWQ ApplOVS(I Colasarr. Wincloft Re"I son PEA 185 (01)528.5456 SOCStagaY. 1110itiChUdSlItiff Carapliancie Mdhod: EMIUAthan Rallied FMM a pellapmducddpmwal lie Ronda Reg Sterod Arch I$= or a Lbersedl Forido 11a.0om WO-1-1 Enjilre,Sr RPeiitrAwuyrNs Appamnall far Use AtiorW64160ir Uas 1 D1,8111. sell 2 Printed 111kidel. NmIA* or Name PiraduatDowilmilan Galewt E.Wridlon Dogs in HVHX OudNIeHVH2 F-I yrwaero I Series 10 Sliding WI Meow earl" 10 YW Ranged Sliding WIMChows owmw No Yes No:NIA Ronda Department of Business & Professional Regulation "I wi Building Codes and Standards Product Approval Application Ustait ,MI East- 0-9. new [mi. Pandime Date 71flib wraitra VISMUK turtie 0eattsitt Emol000r & 1.110teels volkilmod ar 1611411,1611 swilielittoil F8CAofir*SS1 Ationered! $"tee Atirmiropri 2020 Palm coyporielDn Joe Hoyden Bard WIrelowondlDoor James L 8 uckrqr, P.F- 42 07114120213 0T1142020 =20/2020 Apprined 001*140r. Winds" Robinson montudaminurAssooledion 0SUCK Engineedis aubcowar. Rod Complivale, laill 0ardficallor, Mork or Ustirgi P, flazorn FinedieS Medial. 111-ber 6f Name Stpred"o-datiori CO.A -1sed A&-dd R, 11- A,mrmied in N Fte use bludift HV14z found linix"ort D*NO pNnaumI aino I= vfinyil End wind" (W x76') 071IW2022 No Yes. No '2&25 $snee 1=0 M164 Ind WAIAlme (101I . 114) 0706024:22 No yes No +25L20 Sodas 1020 VII Fixed Winklow fIC' x W) 07r15t2022 No Yes No aftlithrA. Aidoadd her Us. AbowSted fie U liedund a".. Awl Pradmint M*dl. liheatter or Nor" phWeallow"flotl Co.t=tSeahetkea MIS in HYHZ 40,19kis HVHL Realsee" Pr"No I ftdolo= M No Ye NO M-257 2 Series. I= Mmil li*4 WhOOM (1DrX 64") 07118020241 No Y" No 12" 3 Series 1W20 Mnyl Fined Window (MI x 001) 0711V4024 No yes No '5W40 Florida Departinant of Business & Proltassionad Regulation Building Codes and Standards Product Approval Applksgon Detaill Pagel of it 1101414" coda E"Norm, one R-- D.I.PaMno 000 *qwa memogiotwo c#*S lianifter& 1.10004. valklabod ay Wlido*d #Pllmitto FOCAlgercam! Ago Mum* AtIrmawn 9020 Pella corporation Joe HWden ftimil WhOowardQoor James L 0 uckner, P.E. 0 07114/2020, CM1042020 0712012020 APPM-d camill 9,terlar DOM Robinson MWUES=1erASXaoEon CAUCKEng1reering Subcategory. Sliding 1EKbodarDecrAelemnlillft pli)azl-soss (M) 451-027 Ctemplence, Mdhd: Cerftodfon Mark or UsdrIgi P-11-Produ9opp-glap. Mail Phelka ll NuablifONOme Plaited O."abum See In NVHZ Apareled For Use outelift HVIN 11100istiett Person. I Serim, 102W25SUEng6heas Door VIrrA 24%ral'Cr Sliding Gess Door (W x W) limmul No Yes No 26125 2 Series 10120M 8110p Glass Door Mrrfi 9 NIS Panal Fixed -o' Door 1113421502022 NO Y.4 No -*31SL436 * Series 1=0125 sitting GIM Door Virryi 2-PpMel'Or sliding OM DOW CrZ X 112") 100*202I N. Yes Na -3535 * Sehag, 10012"IdIng (3 loss Door VOV sing IS Ponel Fixed *01 Doc, (Sidields, 47-Im. x UY2602022 No 'As No -25123 S&II2.) RuanarAarrarwe Approved for US. Allarmeed rarUa. to- owns 8-4 0 Pradmil ll Nurall at No" Prod,10-riall in HVHZ C,tW, HVHZ 01S.Ist-i Atirurl I sees ISO or Encompass OrAwml Sliding ok" Door Mrryl 24%mb('0)V Sliding Glass:Door(Mi021 x W2,412031 No Yes No +2540 sg,inn 2 SWISS 1 M or Enccimsms a Avam! 8 IdIng GMesDoorr. Mrryl Sinale Pencil Flicad �W Door (81del ft SS-Iffl' x 0211we" No voll" No +410-40 $I-Iiv) a Sarin tat ar E-pm oirA.0ml Stldlria Gives nogr 'Aryl 24'*,eTXSIIxllng Glass Door (77 . 82*) (SM022 No Yes No .3" 4 efflus ISO or Ehoompease orAwmU eldirill 01see. Door Virryl single Penet ftst'U'Door (skl 47-IR'x 02f1612032 No Yes No 4256-23 ami.lh ASsirrrps.. Ab"did her US, Aminnewil rer Ufa fak9om -OMOJL- RMS ptiall Model. mum 1.11 Gurlsida HV1R hod tim, PwiS*m% I Series IM or Froompass brAvanti311dInif ra" Door VIrk1 24anel T)r 81 MV Gkft Do or (Wifr x 08124t2031 No Yes NIS +25425 SI 2 son- in; or E-pa" orAmand sitting OEM use, %RrrA Single Paris] FlmdU'Dwr t8da(ld, BMW x 02,fl52032 No Yft No .40µ40 81.112-) a Sense I,% or Froompass ankyaml silding Glass older MW 241a,sl 10X- Sliding Glass Mar (M x 82*y 0011424=2 NO Yes No +36'-Ss 4 Sad- 1M or 5-peas orMentl Sliding Glass Door VW Single Penal: F Laid 'c'D- [abol ft 47-1re x 02(leri* NO Yes NO +961-25 86,112-) Florida Department of Business & Profiessional Regulabon IS" 1 of I Building Codes and Standards anuaQl Product Approval Application Detail 92A 9.11thr, Rift Date opapPeoull PAR 7VPS %.We 111""Ischirs vielkikilito av V.116110,11 olgaitim. FICApig-al Approwext aftheo All'Irmation 202D Pella corporation Joe Hayden Sandi Warren Scheeler T.E. Lunn, PE, LL-0 CIM412020 OW`14=20 oli=2020 Appawad 00t4gery: Wm4ma Robinson PE44136 (WI)W"455 auliclutal4rr. Few [041) 821 -M 04rup5ono liletboll- Evolwidlon Report aroma- aelleproduchappro-oape Florida Rgkourad Architect., a Licensed Florida Ilaamn Pm1V*on5I Engineer OrrINYAseaner AUPTMo�f�. ARRM101111 Eall 110000 Dowd $eq9 Prodigal Model. umber 01110ft ptopupo"sot n CotreaF.01rati.0006i in HVIiL Tcfta ju L '\ Rasiatant. Awssuro 1 10 Berl" Flargafted 1C Series V2'FierW Fixed Window 05252031 Ybe, 11111, 0- C= Ev to , X-- CD C1 .1 40 -rj to O ICU C-) 0 =O 0 LL ICU 0 > O L- L- , C)0- -CU co W J U) (D F- c- U) 0 16- 0L 0L March 6, 2023 SHEET NO. PA 1.2 ■ M iT I 7,11-111"T' -f-eal. 7 N cn CO (D +� U �1!� 0- 0 • Simpson Strong -Tie 2020 FBC Approved Product g pp 8 Updated 1213or2020 Simpson Strong -Tie 2020 FBC Approved Pr ucts imp onProducts Updated 12rsorMl) �� Simpson Strong -Tie 2020 FBC Approved Products Pp updated 12f3M020 ® Simpson Strong -Tie 2020 FBC Approved Products Pp Updated 121J0r2020 �I�� CU' 0 Far direct links to all SST approvals listen CLICK HERE. For direct links to SST approvals listed below, CLICK HERE For direct links toall listed pelovJ, CLICK HE For direct llnkstoaltSST approvals listed belovii, CLICK HE �+ r1 tielovJ, ' all SSTappprrwals ® - � " Foradditional Information regard _ Florida'sStatewide lewitle Product Approval System and M'Dade County or Aaoeptrice (POA)..C_ CKHE4E. m Far additional informalian regarding Florida's Statewide Product Approval System end Maro-Dade County Noce of Acceptance P A), gUCK-HERE. formation regarding Statewide Product Approval .lSysl.oin and Mon -Dada Count Notice of Arne to ERE. Far aditloal information_ regarding.ard.i. g Florida's Statewide Product Approval S_ysloin and Mia•Dad .Count RE. Notice of Acceptance N..OA). CUCK HER FL#2355-R7 FL#10446-RG FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" U Co Cn 9/16" and heights ranging from 4.5116 to 11". Concealed flan Sea # Product Model. Number or Name Product Description Sea # Product Model- Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O _� 1 Masonry (TTN-SS) Titen Stainless Steel Concrete & Mason Screw 1/4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, 8TH Brick Ties greater than 3-9l16". cp +a - O L L 0 2 APA21, APA4, APA6 APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12; CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from %Wds 3- Q = 3 APB44, APB44R, APVB66; APB65R, APB88, APB88R, APB1010, APB101OR, APV644, Outdoor Accents Post Bases 3 CS14, CS16, GS18, C520, CS22 Coiled Straps 578" and heights ranging from 9-1J4" to 1B". T � Z 0 0 _ � _ FL#9589-R6 APV844R. APVB66, APV886R, APV888, APV088R, APV81010, APV6101DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers O -F- 4 APDJT274, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M Sea # Product Model. Number or Name Product Descrintlon APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21OZ Face -mount hangers.'n --. riRt acd: 0 1 SDI 0112DB6 Outdoor Accents Con ect0 Screw Connector 5 APHH46, APHH46R, APHH810; APHH610RAccents Outdoor e is H v Hanger Heavy g 7 H 1 H10A H2.5A H3 H6 H7Z H16 HISS, H16-2 H16-2S Hurricane Ties 16 LUS series hangers g Face -mount hangers available in width in fir � -- 4n�. 9 9 9 og� §§E!7 � Q� L }r L 2 SD9112, 5D9212, SD10112 SDID212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4 APTB, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam to Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 518"and heights ranging from 3" t -15116", S (Z C. n.. s:D _ O CIO Q 3 SD9112SS SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie- 17 MGU363-SDS, MGU6.25-SDS,MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers �+atx¢ aa5r ' (� 4 SDCF22434, SDCF2251-2, SDCF22614,SDCF22700SDCF22858, SDCF221014, Strop -Drive SDCP Timber-CF Screw g 8 BVLZ Brick Veneer Ledger Connector g 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe Y 18 MU series hangers 9 Face -mount hangers available 1n widt origin g g ...,, SDCF221134, SDCF221334 SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3; HST5, HST5 Straight Straps 118" and heights ranging from 6-151 "t0 8- ". Cla tea 5 SpCP2243d,SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCPTImber-CPScrew 10 CJT3Z, CJT4Z CJTSZ, CJT62 Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HT53DC Heavy Twist Strap 19 MUS26, MU528 Face mount nangefs > ga SDCP221100, SDCP221134, SUCP271400 11 DJT14 Deck Joist Tie 13 HTS0I6KTZ; HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL SURE SULC series hangers Skewed face -mount hangers availa in width s rangj@,p frbitn'ri � 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9118" and heights ranging fro 116 to 1 iIS b' M eat 7 SDS25112. SDS25134, SDS25200, SDS25212, SD82530D, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15; LSTA18, LSTA21, LSTA24, LSTA30, LSTA36. Straight Straps Concealed flange version (SURC, SULq eve, for -till UP d ;P � SDS25500, SDS25*DO, SDS25WO 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is con d. = g CZ 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in wid an9Ing from�911rap6a- , -� 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor•to-Floor Screw 16 H2A, H2:5T, H8, H10A•2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LT516, LTS1B, LTS20 Light Twist Strap 6' and heights ranging from 2-5/8" to 11-1f41.. = E Cc 17 HCJTZ Heavy Concealed Joist Tie. 19 MGT MediumGtrderTiedowm to a W 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL1t10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTASO, MSTA36, MSTA49 Straight Straps FL#10667-R6 " 20 L30, L50, L70, L90 Angles 22 MSTC28 MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48W, MSTC6863 Pre -Bent Straps Sea # Product Model. Numberor'Nam e Product Description 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTISO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2 ATUD9 ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIB MTS18 MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". BP318 2, BP1/2, 6P112 8. BP5182, BP5183, BP3/4, BP314 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x1012, NCA2x12 12, NCA2x8 16, NCA200 16, NCA2x1216 Bridging 2 DGBF series hangers Top flange hangers available an widths ranging from 3 518 to 7 4 CNW318, CNW112. CNW518 CNW314, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2 37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewvable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 8-114"to 24", 5 CTUD55, CTUDOS, CTUD66 CTUD75, CTUD76, CTUO77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18; RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML247, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1 4"tc 24". 6 Na, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SPA; SP6, SP8 Stud Plata Tie 4 DGHF series hangers Top flange hangers availablein widths ranging from 1-31,V to 3- 7 RTUD3, RTUD36, RTUD4, RTUD46, RTUD5; RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1X'to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, $82.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Gips 33 Sr9, ST12, ST18., ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST15224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1f2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, T827, TWO; TB36, TB42, T848: TB54, TS56: TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 1f2" Uplift Rod Run Tiedown System 33 RT022Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1f4" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-78" 13 URSB 314" Uplift Rod Run 7iedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB108C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11"to:32". FL#10441-R6 FL910531-135 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R6 112"and heights ranging from 8" to 39' Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 5-7/8" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.S3, CBH2.37x9J5 Concealed hangers and heights ranging from 10-112" to 29'. 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) andtop flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5RSDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9115"to3.9116" and heights 7/8" and heights ranging from 7 112"to 32". 4 HDUZ HOU4, HDU5, HOU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in Wdths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7 00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRG42-2, HHRC411.81, HHRC44, HHRC525I3.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series: hangers Top flange hangers available. in widths ranging from 2-5115" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/16" and heights ranging from 18" tc 26'. 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.61, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" m 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116' and heights ranging from 5-3/8"to 13-118". 10 PAI1 *, PAI23. PA128: PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewabie U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 5THD10, STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 1/2" and heights ranging from 3-7116"to 15". Concealed flange 12 STHD14, STHDI 4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL HSURG, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116", THAC422; THA426. THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-3/4" to 15-3J4". 16 H WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81f22, THAl2.06122, THAl2.1122, THAI222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURG, HSULC) available for all 1/8" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA20, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26; HTU28, HTU210, HTU26-2, HTu26-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32": 15 THJM2-4-SDS3, THJM2-5-SD5;3, THJU28, THJU26-W Multiple Truss Hangers 9 HU HUG series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9115' to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 5/8" and heights ranging from 9-1 W to 16", 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers' Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5318"to7-114". 10 HUC01.61fgSDS, HUCQ1.81111SDS, HUCO210-2SDS, HUCO216-3-SD:S, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2519SDS, HUCQ5.25111-SDS, HUCQ610- ranging from 931113"to13-118''. SDS, HUCQ612-SDS u Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30J2020 - Simpson Strong -Tie 2020 FBC Approved Products Updated 12/ M020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/W/2020 For direct links to all SST approvals W" belovJ, CLICK HERE, For direct links to. ell SST approvals fisted belo•Jr, CLICK HERE. -, , - Far direct Inks to ell SST approvals fisted below, CLICK HERE. Far olrect linksto oil SST approvals ksted belvs�, CLICK HERE. - For additions information regarding Florida's Statewide Product row e d i- n Acceptance O CLICK HERE I g g c Approval System Miami -Dade Dade County Notice of Accap c IN A), 1 E, " FFlorida'sStatewide Product r i-Dade Notice fAcceptance NOA CL CK H 4E. or additional information regarding Flmd s St ! Approval System and Mam y o I 1, .i Ir'lr HFRF C I on ag g pp System y p I A). --_.. __.. _. «Far additions Information regarding Florida's Statewide Product Approval remand Maori -Dade Count Notice of Acre fence NO - C CK HERE « Far additional information regarding Honda's Statewide Product Approval emend Monti Dade Count Notice ofAcceptance lance NO ll eg g App System y p I A), 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S/LBV1.56, S1LBV1 81. S1LBV2.06, S/LBV2.87, S/LBV2.56, S1LSVZO8, S/LBV3:12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S/LBV3.56, S1LBV3.62, SILBV406, SILBV4,12, SILBV428, S1LBV4.75 SiLBV5,50 6 Strong-Bolt2 (ST62.STB24SS, STS2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights sea iF Product Model. Number or Name Product Desoription 19 SlLTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118", 1 HHUS210-3, HHUS210=4 Joist Hanger 20 S1MST60, SIMST72 Straps 118 mil (10 go) 7 Titen HD (THO H THD-HMG, THD-H4SS, THD-H68S, THD CS, THD-CSSSS) Then HO Heavy Duty Screw Anchorfor concrete and mascnry 23 LEG3, LEG6, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avallable with hex head In carbon steel and Types 304 and 316 7/8"and heights ranging from 9" to 33-112'. 3 HUCQ210-2-SDS, HUCQ2103-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5.114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2". 5 THG02-SDS3, THGO"OS4.5, THGQH2-SDS3; THGOH3-SDS4.5, THGQH4-SDS* Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THOW7158RH, THO37212RH: Titen HD Threaded Rod Hanger for concrete I "and heights ranging from 9-114"to 24" THD50234RH, TH010212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-10. FLf111473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers availabie in widths ranging from 1-9/16 Lb 7- Sea # Product Modal. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RB 1/3" and heights ranging 9-114" tD 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHOG, CCQM4.62-SDSHDG, CCQM5.50-SO8HDG, CCTQM162-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.132-SDSG, CCTQM5,50-SDSG, CCCQM3.62-SDSG CCCQM462-SDSG, Sea # Product Model Number or Name Product Descrigtion 3 H16, H18S, H16-2 H16-2S Hurricane Tie CCCQM550-SDSG 1 AT-XP AT-XP High Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16 HETA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD362G-KT, Masonry Pier Caps 2 ET•HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD462G KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4 62G'- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10 HM9 Masonry retrofit connectors Kr, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong-Bort2 Wedge Anchorfor masonry (�� 1 2 ABA44, ABA44R, ABA46, ABA46R ABA66. ABA66R ABU44; ABU44R ABU46 ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABLI66R, ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETAI6, HHETA20, HHETA24, HHETA40 LGT2, LGT3-SDS25, LGT4-SDS3 Heavy Embedded Truss Anchor GirderTiedown 3 4 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 LGUM26.2, LGUM26-3. LGUM26.4, LGUM28-2, LGUM28.3, LGUM28-4. LGUM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan (TTN2) Titan HD (THD-H4SS, THD-H6S5, THD.CSSSS) Titen 2 Screw Anchor for Concrete Then HD Heavy -Duty ScrewAnchor for concrete available in 304 W ABU88R, ABU1010 ABU1:01'0R; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46: LGUM48; LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 MEfAl2, META16, META18, META20, META24, ME-FA40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56f7.25, MBHA3.5619 25, MBHA3S6111.25. MasonryTop Flange Beam Hangers countersunk head. z 4 A04, AC4R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MSHA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56118, MBHA5.5Of7.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC4R, BC6, BC6R. BC8, BCS2-214, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50/11,25, MBHA5.50fl 1.88. MBHA5:50114, MBHA5 50/18, 6 0944, CB46, CB4$ CMS, CB58 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDSZ CBS086-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.26, MSHU3.56/11,25, MBHU3.5&11,88, MBHU3.56/14, MSHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with Wf ranging from 3-if4" to 9-I t7 and FL#11496-R5 MBHU3.56/18 MBHU5.5019.25, MBHU5.50111.25, MBHU5.50111.88, MBHU5:50f14, W2 ranging from 3.5/8" to7-112" MSHU5.50/16 MBHU5.50118 Sea 9 Product Model. Numberor'Name Product Description O 9 CCQ-SDS2.5; ECCQ-SDS2;5 Series Screwed column caps with W1 ranging from 3.1/4" to 9.1/2" and Sea # Product Model. Number or Name Product Description 1 X34Bicia-5K X1S1016, Xi B101S-4K XQISIOIS, XQi B1016-4K 410.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3-518" to 7-1/2" 1 OTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224XLQ114B1224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ CL 11 12 EPB44A, EPB44 EPB46, EPB86 EP84Z Embedded Post Base Embedded Post Base 3 4 HD36, HD56, HD7B, HD96 HTT4 HTTS, HTTS 314 Bolted Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114$1224 XMQ114BI224-2K Screws with N5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LC666 Embedded Column Base 6 LTT19, LTT20B, LTT-131 Light Tension Ties I SDW22300, SIDW223381 SOW22438, SDW22458, SDW22500 SDW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z,LPCOZ Light Post Cap Base SD2834 W2 4 X0114SI224 XQ114B1224 2.5K; X114SI224, XQf 1251224 XQ112B1224-2K #12-24 Strong -Drive X Metal Serf -Drilling, Tapping Screws with #5 Drill Point 15 M 844Z, MPB667, MPBSSZ Moment Post 2 SDWCI5450, SDWCiSBOO Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46 FEW, P866R Embedded Post Base FL#13628-R5 3 SDWH1930OD6SDWH19400DB, SDWH19800DB, SOWH19800DB SDWH191000DB Strong -Drive SDWH TIMBER-H EX Screw 5 XU34S1016. XU34B1016ZK 010-16 Strong -Drive XU Metal Self -Drilling; Tapping Screws with 17 PBS44A; PBS46, PBS66 Embedded Post Base 4 SOWH27400G. SDWH276DOG. SDWH2700DG, SDWH2710DOG, SDWH2712DOG Strong -Drive SDWH TIMBER-H EX HOG Screw #1 Drill Point 18 19 PBV6, P1BV10 48-16, PC Round Post Base Sea # Product Model. Number or Name SB1x30 Product Description Anchor 5 6 SDWS16212, SOWS16300, SDWS16312. SDWS16400 SDWS19800, SDWS19712, SDWS22400,SDWS225OO.SDWS22512, SOWS22SM: Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O PC64-18, 86-16, EPC44-16, EPC46-16, EPC48-16, PC846Q E46-18, 6 Post Cap 1 2 SB518x24, SB718x24, SSTB16, SSTB20, SSTB24, SSTB28, SSTW4, SSTW6, SST616L, SST620L, SSTB24L, SB Botts SST8 Anchor Bolts SOW=800, SOWS22900, SOWS2211DI . SOWS221100; SDWS221200, SOWS221500 -Drive (Interior FL#35320-RO L 20 PC4Z, PC4R7, PCBZ, PCSRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC5Z, EPCSRZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230ODB. SOWS224OODB, SDWS225CODB. SDWS2260ODB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312088, SD.WS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSC84B, DSHS Bypass Framing Drift Strut Connector (D 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS278OOSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47 5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector V rn SDWS271000SS, SDW8271.2OOS5 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1016-5K, FPHSD34S1214, 410-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- v� Sea # Product Motlel, Number or Name Product Description 10 SDWV13400 Strong-DnvsSDWV SOLE -TO -RIM Screw FPHSD34B1,214, FPHSD34B12145K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12, CMST14 CMSTCI6, CS14, CS16, CSI8, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25; LSFC6 25, SFC2.25, SFC4.25, SFC6i25 Steel Framing Connector U 2 HRS6; HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26 MSTI36, Straps 97 mil (1:2.ga) 5 LSSC4 25',.LSSC6 25, ESC2 25; SSC4.25, SSC6.25, MSSCZ25, MSSC4 25.. MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST148. MST160 MSTI7Z SIMST27, S1MST37, S1MST48 MSSC425KW, MSSC6.25KW C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28HTS30, HTS30C Heavy Twist Straps FL#15363-113 6 RCKW3, RCKW5,5, RCKW7.5,.RCKW35, RCKW5.5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45 5, SCB47 5, SC649.5, SCS411.5, MSCS45.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-Q GH46-8, GH48-6, GH48-8, 01-1410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292 ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model, NumDer orNam e Product Description 8 SCS32-5197, SCS62.6/97 SCS62-5/118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GHBIM 6 LSUBH3.25, SUBH3.25, MSUBH3,25 Bridging Connector 1 AS 18 AS ISS5, AS 18S6 18 ga. Truss Plates 9 SCW3 25, SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01-1358, 01.135C, GLBSD, GLB7ft GL67B, GLB7C, G L67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJCB 26, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLTS12, GLBT516, GBLT816, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA, HGLBB; HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66; MSTC78, ST6236 Straps 68 mil (14 go) Screws W 8 UFP10-SDS3 Universa I Foundation Plate 11 MTS12, MTS18, MTS18: MTS20, MTS37, MTS24C, MTS30C Medium Twist Straps 13 XQiS1016, XQ1 aIOi6-4K, XQ1S1214. XQ1B1214-3.5K, XQ78S1224, X07BB1224-3K, #10-16: 412-14, and #12-24 Slrong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S161.56, SIB1.81, SIB2.06, S/B2.37, SIB2.56, M2.66, S1B3.12, SW56; S1B3.62, 5164.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224_ X011461224-2.5K X0112S1224, XWI2B1224-2K, X3481016-5K XI S1010, Xi BI016-4K, X181214, Xi 81214-3.5 K Tapping Screws Q 13 Sr64.12. SIB4.28, &B4.75, S1B5.50 S(BA2.1218, SIBA2.12/1Q S/BA2.12f12, S/BA2.12/14, S/8A4.18/8, S/BA4.18i10, Top Flange Joist Hangers Seg # Product Model. Number or Name Product Description Z J S/BA4.1 Off 2. S1BA4.18114 1 ET -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAC GDP, GDPM 50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75. GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHDSS, S/1-108B, St14D10S, S/1-10108, S/HD15S, SIHD15B Holdowns 3 PDPA PDPA-K, PDPA-MG PDPAT, PDPAT-K, PINW, PINWP, PINWP=W PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S/HDU4, S/HDU6 SIHDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 SfJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO, March 6, 2023 PA 1.3 M Q) MIAM ��-DADECGVNW PGTIndustriestIne. PGT!ndustriesbic U) CU > C— 0 0 Pp.01DUCTCONIMOL, SE -CT PGTIndustries.1ne. 0 0 I Ins W-1 _16s ft* R"M 703 NOTICEL.C)F ACCEPTANCE: EV)[DENCESUB31ITIQ NOTICE:OYACCEPTA.NC]E:LF-N�-IDF.;CESUBIvUTMD CL -0 0- DKPAR"MNT0T "GU"TORYANDECONONUCRESOtTkCpsfRM) Mimi, florkb 33175-2414 -BoARD AND coDE ADmnmTjRATiO_Nj)rvmo_N Tk'796)3U-2590 FCW)315-22599 -CE: EA71DIF-NCE SU1133HITED NOTICE OFACCEPTAIN C_�' C-4 CM -5 U) NOTICIE OF ACCEPTkINCE (NOA) .1. Evidence submitted. under previous NOA D. QUALM,"ASS MlkNCE cc C� g L Mami Dade DepartmeW ofRegulatery and Economic Resources, Cn -0 C:D cc :t:f a =3 -M U) (1) -0 -0 PGT Industries, Inc. A. DK1WLNNGS B. TESTS (continued) C- _0 = 0 1070 TechaoU&y Drive, L Nlanufactur&s die drawings and sections. 5- Testrepedon I)AirInfiltrationTest, per FBC_ TAS 202-94 7:�5 -2-F 0 0 N orth Venicv. FL 3427 5 (Subjulfted under.-N-OANo. 11-0107. #4) 2) Unifonn Static Air Pfmire Test FBC- TAS 202-94 I per - E� MATERLAL CERMCATIOIN-S - C' i5 -t U_ SCOPE: 2- Drawing No. MID-55,570.0, titled"ViLkyl Sliding Glass Door NOAaW. sheets 1 3) Water Resistance Test, per FB C, TAS 2 02-94- 1- Notice of Acceptance No. 1_"_52&14 issued to Vision F_x=sion -edfianthAr-'il! L — 3; M �= .0 0 ThisNO-A is'beingissueduuderthe.applicable rules andregubtions.go-tvmingthe use of The through 21 of 212 prepared by manufachuer, dated 10,05il 5, with revision A dated 4) Large Missile Impact Test per FB C, TA S 2n 1-94 . Rigid PA"CEIxterior Extrusions for Windows and Doors-, dat W cc U) 0 > -0 E documentation submittedhas beeniv-�?iewed and accepted,byMami-Dade CountyRER -Fieduct Control Section to 04105117, signed and scaled by, A. Lynn NZert RE 5) Cyclic Wind Piessuie Loadingpef FBC, TAS 203-94 .!= expiring on 09,30119, Z' ar- :'- C2.. (n a) a) "0 6) Forced: Ently Test, per FBC . TAS 202404 L d r -1. Notice of Acceptance'No. 16-MO�08 issued to Vision Ektrnmmmsibn "ortheirAN -F U) nis.NOA shall notbe valid afterthe expiration date statedbelmr,, The NRami-Dade Cowty Product Control. Secim B. TESTS along with marked -up drawings and mstallatim diagram oftmylsliding glass doerpiepared 1000 Tan.202 and lighter Shades fNon-N%1AW) Rigid PVC Exterior Eytrusions fir t < (In Miami.Dade County) andiorthe AW (in weasether than Nlami D ade Cloa�) reserve the tight to havethis, 1 - Test report on 1) Uniform Static Air Piessnre Test, FBC.- TAS '20-04 'Per by Fenestration Testing Lab, Inc.- Test Report. No- FTL 9549, dated I LM5, signed and Mratdows and Doors" 41! dated llt&16, expiring, on. 1 Y79.1121- terialfailstopeOxinin the accepted 2)LargeNasile ImpactTest pefFBC.-TASI-01-94 scaled by Idalmis Ortega, P, E_ (I est f tport revised on 19104,115 and 02j'l 1116) 3. Notice of Acceptance No - 1--",-c.2&15 issued to Vision Extrusion Limited for their Inanner, the ma ctuser will m cuf the e xpeaw o f such tearing and th e AH.T may iumnediaw-4- m, ake sno dify, 0 r 3) Cyclic Wind Pf esmie Loading per F RC r T-AS 2 03-094 6- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 �'Bmwn Coated (Painted oi- Laminated) N%lifte Rigid PV C Exterior Extiusions for suspend the use of such product of material withia thew jurisdictim. RER reseives the r�*t to revoke this ac cvptame, if it -is deterrained by Aliann-Dadie, County Produc t CoubtA Section that this pmduc t or material fa it s t o along w drawinp, and installation diagram of glass; door, pwpared -ithM2da-_dup vinyl sliding g 2) Unifonn Static Air Ture Test, per FBC,.TAS'20294 - Press AN dows and Doar,, dated 08Y'13115, expiring on 09130119. meet the requirements of the applicable building code- by Fenestration Testing Lab� Inc.� Test Report No-FTL 871-7, dated 124,U7115- signed and 3) Water-Reistance Test- per FBC, TALS 2022-94- 4- Notice of Acceptance No- 16-0,711:02 issued to ENERGI Fenestration Solutions USA, This product is apprmedw described hezein and has been designed to camply wilh the Florida Building Code, sealed by Idalmis Oitega, P_ E. (Test report revised on. W.11 51 '16 and V12411 6) 1, 4) Large Missile Impact Test per FB C, TA S 201-94 Inc- for their "TAN31640 and Lighter Shades (Non-N%rhite) Rigid PVC Exterior including the Hi g1i, Veloc# Hunicane Zow- Test irpcd on 1) Air InfAntion Test, per FBC TAS 20,194 5) Cychc Wind Presswe Loading per FBC, TAS 203-94 Extimsions, for Windows and Doors" dated 09il 5116- expiring on 0.1,040 1, DESCR=0 N- -Se ries -'�_537, W2 770 1" 1inyl Sliding Gla ss D" (RAnfarred) w1um 9 01 & 1, 350 comer s-L-MI. Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawings and hist"ion diagram of vinyl sliding glass doer, prepared -5. Notice of Acceptance No- 1"712.0-4 issued to ENERGI Fenestration Solutions USA, -C .A,L C-t7 APPRON DO NEENT. Drawiqig No. _MD�5570.0 Rev B, &,Led "Vni$ Sliding. Glass-DoorNOA (11vJ)", zhem 3) WaW -94- Resistance Test, per FB TAS 202 by Fmestration Testing Lab- Inc., Teo- -RrpW No. FTL 95-5 2, dated, 1 2104,'l 5, signed and Inc- forther Sronze and Lighter Shades of Cap Coated Rigid P1, Exterior 1 durough 21 of 2 1, preptsedty inamufaclurer. dated 1, 0,AD,5jl 5 mid 1= re-vised on 0210112 !,signed and sealed by 4) Lxrge Missile Impact Test per- FBC: TAS 201-94, sealed ky Mal= Ortega, P. E. (Test report revised on 0211-S201,6) Extrusions for Windows and Doors" dated 09115116, expiring on 04/1&20. A. Lym Millu, P.E., bearing the.Mianu�Dade Count -Product Controt ReNisionstan3p, with &.'Notice of y 5) Cycle Wind Pressure Loading per FBC- TAS 203M 7, Jest report on 1) Uniform IS Air Pressure Test7, ef FBC AS 20 -tatic T -94 6, Notice of Acceptance, No- 1"712.03 issued to ENERGI Ftnearation-Solutions USA, "White Acceptance number and expiration datebythelfiami-Dade Countyhroduct Control Section - 6) Famed Entry Tesi. p& FBC, TAS 202-9-4 2) Large Missile Impact Testper-FBC., TAS:201 -44 Inc, for ther Rigid PVC Exteriar Exti-m4ons for W7indows and Doors"". dated z NUSSI[XIDWACT RAIriTQ. LarW and SmaliNfissile Impact Re.,5isto nt along withmaAmd-up drawiup and installation diagram of vinyl sliding glass doer, � prepared 3) Cyclic Wind Presmve Loadingper FBC. TAS 203-94 094 Q4 7, expiring on 0 2j2&tl 9- Limitations: by Fenestration Testing Lab, Inc. Test Rrport No. FTL 8546- dated I Ift/15- signed and gong with marked -up drawings and installation diagram of vinyl siliding glass door, prepared 7. Test reports No(s).. 10-W--792(A), 10-06-MO527,.53575-3-09. per ASTME-84, L See table I (sheet D7 and table 2 (shee,,t D fcTapphc.*kSGD unitsizes, design pnessm-e& mfforcementstypes, sealed by Idahnis Oftega� R E_ (Test report rvv� on OL04116 and 02,'11P-016) by Fenestration, Testing Lab_ Inc_ Test Report No. FTL 6639 (samples A-1 thru A-22), dated ASTNM 1929 and ASTMD-63 5- issued by EXOVA to Vision, ELxlrumm for cellulosic Ldass t�,pes_ sill r1wr Ome tables B-1 & B-2. sheets 7-S) and ambar-layout sheets req=ements in 11 tluu 16. 3. Test npxt on. I)Air Infftmtion Tftst� per FBC_ TAS 202-94 11491101- signed and sealed by Jorge A- Canso, P. E_ (Submitte4d under INOA ANo. .11- Composite ffiaterial 1 Rigid White n7C, Tan (Non -white) R*,dl'N"C andBro-wu coated (Painted orlamin ted) white FjE'd FIVC to be 2) Unifbim Static Ak Prmwe Test- per FBC, TAS 202-94 01070-4) (Submfted under A10A.Vo. 11-4197 04� z 3) Water Resistance Test- per FBC. TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 22(P244 8- Nlotice ofAcceptance No. 14-0916.1-1 issued to Xurmy America., Inc- for their 3- E s; operable doorsinust ccmplyrwith min clear wrid& or height per FBC retpirement, as appEcable. 4) Large Missile LaW Test per FBC, TAS 201-94 2) Unifonn Static Air Pressure Test. per FBC, TAS 202-0 -4 �'Sentr%,Ghtsg(Clear and Nk%W) Interfaver' expiriag on 07/04/1.8. 4� Pocket walls under sepame appruv4 to be reviewedby Building official 5) Cyclic Vkvmd Pressm-e Loading per FBC-- TAS 203-94 3) Water Resistance Test, per FBC, TAS 20-7-94 P. Nodce of Acceptance No- WII 177.01 isa� to Kurany Amer ica, Inc- for their LAXELLNG: Each unit shall be;u- a pennanent label %,ith dieniamfacturer's name" logo, cityl� sta* and series am 0) Form d Entry Test, per FBC, TA.S 2 0 2- 94 4) Large Nffissile InVact Test per FBC, TAS 201-94 '-fro-sifols, u Itrack-ar, Clear and Color PN'rB InterlayerC', oEpi g '0 on OT 8/19. fullowing statenimt. %fianii-Mde County PjrodLxt C-on1rdL4Lpprcvvd`% noted heteiaL along with marked -up drawings and irstallatioa diagtamof vinyl sliding glass door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEWAL of 1his _N0A shall be consAered a -Rey a reneval ipplicaticai has been filed and there has been no by Fmnftation. Testing Lab, Inc., Test Report No- FTL 9547, dated 12)04115, signed and 6) Forced Entry Ttstr per FBC, TAS 202-94 F+ STATEIIIENTS cha U ge in flie applicable building codenegathely affecting the performance ofthis product- sealedby Idalmis Ortega, P_ E.f1est report mised on 02/1516) along with madced-up drawings- and installation diagram of vinyl sliding glass door., prepared L Statement lettef of conforrnance with, FRC-5,* Edition (2014) and FBCA&Edition TER -AM, -.kII 0 N of this NOA will occur a fler-the expiration date o r if theie ha s b em a re-mion or change in the 4- Test rqx)rt on 1).Air InStraian Test- per FBC, TAS 202-94 by Fenestra tkm Testing Lab, lhc� Test Report No- F TL 6337 (san4gm A -I tbru A-5), dated (2,017, � issued by manufacturer . dat ed OW- 14117, signe d & sealed by 1.�,= Yfiller P E_ y 2) Uniform Static Air Pressure Test- per FBC- TAS 202-94 121V6110, signed and sealed by Jorge A- Cause. P. E. (Subm ifted under iY0_4 Xo. 11- 'am 21 Statement letter o f no financial interest, dated 0411 &,'17, issued by mianufacturer. sig for sales, ad%ertising or arry odwrpuiposesshall automaticallyterrainatedlis NOA. Failureto comp�ywfth any 3) Water Resistance Test, per FBC, TAS 20-7-94 0107.0) & sealed, by Lym MiUff, RE. section oftkis NOA shall 6e cause for*fnination andremov�l ofNOA- 4) LaW Mssfle hTwt Ted per F13C- TAS 2201-94 3. Letteref lab comphance� part of the above test reports. -XI)VERnSENJENT. Ile NOAnumbex precededby the wrords1fiam-Dade Cbuniy. Florida; mid folknved by the 5) Cyclic Wind Pressure Loading per FBC- TAS A23-94 - 110. -S C. CALCT7LA N 4. REK Test Proposal No- 17-0397- dated-051051117- simed by Ishaq Ctanda, P.E_ expiration date inay be di*ayed in adviertising literature_ Ifanypoition of the NOAis displa34,- then it sh a, [1 be 6) F�vcrd Entry Test- per F33C, T�k$ 202-94 I Anchor veriftcation.calcuhtiom and- structural anAysis, complying with FBC -014, done in its entirety. along w ith mark-ed -up drawings and instalkht= diagram of vinyl sliding glam door prepared -No. ale . prqwtd by P GT_ d i ated 1 2249,fll 5A nd last, rmised on MY 15116, sig �n and seale d b y G. OTHER LNSFECTIO.N. A copyof this entire NOA shaUbepio-kided to the us-er bythe distribaton and by Fenestration Testing Lab, Inc.- Test RepoTt FTL,81_5,0_ dated 12004115, signed, and AnffiftyL.Miller, RE. (Subffifted d&JY0AX*. 1 . Notice of A c ceptance No. 15-12110-.01 �� issaed to PGT Industfies, for their Series shall be available forinVectioa at thejob si* at the mptest ofthe&idding Official. sealed b�yldakis Ortega, E_ (rest report mrised on 0 1 t4i'16 and 0111116). �lazinj corulgies withNSTIVIE-1300-09. " I - 1, - 04/14,121. 557,0121770- Viny[Sliding GlassDoor (Reinfeiv.ed,)-L.,:�Nl�L-,expmng on mdevidewepaoes-E-I.E-2-E-3,E,4, Z4 M n �k E-5 & E-6 as vvrellas appro,.-A. document mentioned abo%v- L-haq L Chmuda, P.E. Iskaq I Chrinda. P.E. Lhaq L Cha"a, PX. The mkinitted documenlaticn wras rmiewed by Ishaq I C%anda. P1. Product Control I U-Mit %pemisor Produtt Control Unit Superiisor Product ContralUnit Super-risar NOA No. 21-4205.04 _N'O.A n -0 2 us.0.3 NOA'No� 21-020-4.03 N 0A IN a,. 2 1 -0 '1 0 5.0 3 . . . . . . . . . Expiration Datei April 14 20-26 111111111111F 13*rifionDate- Ap;A14,2024 'ZON Expiration D2te-. A - prit 14. 2016 Expiration Date.- April 14,12026 Approral Date.Xlarrh --021 Approval Daw X-farelh 25, Affraval.Date- Nfarck 25".2021 Appror2l.Date. Aiarch 2-:,2021 Page I E -1 E �1 E -3 PGT ludus trks, Inc. CGI Wmdows and Doors, Inc. PGT ln&stries� !nc. IN OT IC E OF A C C E P T -kN,4 C E : E V0 ENC E SIF B W_ r T I D NOTICT OF ACCEPTANT-CE: EMEINCE SUBMITTED NOTICE OF ACCE PTAINCT: E_%TH)ENC1 S 2. Evidence Submitted under previons sutinittal E. NLXTMAL C,-ERTIFIC�kTIO.�N-S(ciautinne) 3. New Evidence Submitted z. Quanex Part Suner SDacer Standard conip4ring with ASn,1 C518 Therrual Conductivity A. DRANA9lNGS 0-891 13TU-iiI hr.-W-T. AS-M F 12249 _WV T-R,.--P=, ASIM D3,9815 0xy gen---Pass ASIME A. DKOVVING-5 14 Drawing No. ?&D-55 70.0 RevB, titled -Vinyl S-li lass Door NO A (LN- sheet s 'ding G 21901-G-Dumbilityr 'No Fog -Pass.. OubmrNed underpreklons IN10.4 X- v. IM,409. 05) L D mwing No� AID-5570..0 Rev'B, titled *Vinyl Sliding Ghm DoorNOA W' sheds 1 I tbrutigh 21 of 2 1, prepared by manufacturer dated I OffiSil 5 and last re�!&ed on through 2 1 o f 2 1, p reparedby nianufkiurer, d at ed 10105i 15 and last revised on 0 2101 i,2 1 041-212,020, signed and sealed by A -Lynn Miller, P-E. 6. a] QuaaekPanDurase con*bjing'withAS'IMC518,ThennalConductMty2.-99BTLI-inI -P signed and sealed bV A- Lynn Miller, _E_ hr_-ft;-P.F. ASTM F 1249 WVTR-Pass- ASD4 D 1434 Argon Permeance-Pam ASIM,E Note� This revision -consists replacement of same existing aiiallation screw with flat head- B. TESTS 2118-0 1,G_ Durability -No Fog, AS1_N1 E 546 Dew Point Development -201F in 48 hrs. 1. Test reports on: 1) Air luffltratim Test, per FBC, TAS 202-94 (Submiftd under A10-4 IV& 15-046k&�)� 2) Uniform- Static Air -Pressure Test, Loadingper FBC, TAS 202-94 7- Vision.ExIaLs�dns, Ltd. Parts compbFing with PVC-AAMA 303-13, Vokmamy Specification B. TESTS 3) Water Rrsistance Test, per FBC ." TAS 202-94 for Rod Polyvmyl C11onde (FVQ Exterior Prof iles ftw Vision Emamcus, Ltd --NEX I by 1. Now- 4) Large ML%i1c1mlnct Test per FBC, TAS 201-94 AAMA Fenestration Exterior Pro,file Certification. Program (Submifted nnder NOA No. 15- .5) Cyclic Wind Pnssure Loadiqgper, FBC, TAS 203-N, C� CALCULATIONS along with marked -up drawings and inAallation diagram of all. PGT hidusftim Inc. 8- Vision E_Vruskns� Ltd. Parts complying with PVC-AANIA 303-11 L. None - represmtative units listed below and tested to q=W Dowsfi 791 and D"iH 983 silicones. (STsbYnffednnderjVO4X6 15-046905) (D prepared by Fenestration Testing Laboratory� Inc., Test Reports No.: 9- PN7'C-AATv.1A 303 -13, Voluntary Specificatin for Rigid Po.4Nkyl Cblorid.e (PVC) Exterior D, QUALITYA&WIL&NCE FTL-7897, PGT PlkT5520 PVC Fixed W-indoiv (unit 6 in proposal), dated 0910114 Prohles for Vnuon Ext Lt&-_V0[-1 by AAMA Fmcstration Exterior Profile 1. kami-Dade Depadment of Regulatory and Economic Resources OIER)� U) Fl-L-20-210'11.1. PGT SGD780 Alumimim. Sliding Glass Door (unit 7 in propml) FTL-20- certif"ion Program- 2107.2s PGT CA740Ahm. Outs,&* Casement Window (unit 8 m proposal) FIL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fene5tration Solutim USA, Inc. for E� '11LAXERILAL CERTMCATIONNS 2107.3. PGT P'%"7620A Ahnninum Fixed Window (unit 9 in propos,* and FTL-20-2107.4, thek -Yan 3040 & light shade (non -white) X%Ifte Rigid YVC Exterior Ex"dons for L Notice of.Acceptance No. 19-4305.02 issued tuKaraa-.iv.:Imericalue.,fortheir > PGT PV*17620A Alunfuum. Fixed Window (unit 10 in proposd) dated 07113/20, a signed Wiudawsandl)loor�". expih=on02JG4!2L "Trosifolt Ultraclerar, Clear, and Color PVB GLass lnterhyers7, cq)iring on 07V8r24_ 0 and sealed by Idalmis Ortega. P_E_ 11. Notice of Acceptance'No. 1"122.02 issued to Energi Fenestration Solation, US-k Inc, for 1 Notice of Acceptance No. 17-080&02 isstied to Kuraray America, Inc. for their thek sm'es Rigid PVC Exterior Extrusions for Windows and Doori'_ expniuilg on "'Seutt-yGlass (Clear and'R14ite) Glasslnterlayers7 07IM3- 7 expumg an C. CALLCULA-RONS '7& CrYA23- 3- Notim OfAcceptance No. 14-1106.10 issued to Vision E=&ons'Limited for flv�r `-Browu L Anchor verification calculations and skuctural anai�ysz-,compbying with FBC 12. Notice of,Acceptance No—Z"203.03 issuedto Eiiergi Fenestration Soh4ioa, USA, Inc, for Coated (Painted or Laminitted) White Rigid PVC Exterior Exhusions for AV, indows. Edition (202q), dated %2202q, prepared by n=ifacturer_ -signed and sealed b ff & h led PVC Exterior Jxtrodoff$L for their glit shade cap'"coAted 111i e R! and Doors" on 0913OP2W expirmg AathonyLynnMiller, P_E_ WfiadowsandDoors", e.Viringon,0411625- 4- Notice. ofAcceptance No- 18-1106.11 issuedto Vision Extrusions Lintited fortheir Whes 2. Ghmi conVfies with ASTM E-1300-04, -0, -12 and -1.16. "IT, 1000, Tan 2 02 and Ughter -shades (Non-AArlike) Rigid Ctfular PVC Exterior D. QU, ALM'A _S STJ R.A INC E F. STATE31ENTS Extrusions for Windows and Doors7,,'expiring an 11,29Y2 1 0 Miann-Dade Departcoent of Regulatmy and E C 0110mic Resources OZER)� 1. Statement letter of conformance to YBC 7& Edition (2020), dated 0+221,20- issued by &_ 0- mam �actmw, signed and sealed by Anthony, Lynn Miller, P-E E STATEINEE-NTS E, ALATERILAL CERTMCATIONS 2. Statement letter of no financial interest and of independent.. unied by mam3fartmer- dated 1 Staterrient letter of conformance to TBC 7-1 Edition. (2020), dated 0261,)21, issued by L Notice of Acceptance No. 19-050-55.02 issued to Kuraray America, Inc. fortheir 04A &2G, signed and sealed by Anthony Lynn Miller,. P-E. manufachm- signed and sealed by Anthony Lynn Miller, P�E Cf) "'Trosifo)1 Ultraclear, Clear, and Color PVB Glass Interlayers7. expiring- on 3. Private Labeling Agreement document 6etween PGT dated 0330iB and signed by -all 2- Private Labeling Agreement dated 0110K.1 between PGT Indushies- Inc. and CGI 07/0&,,24_ involved parties. Windows I and Doon Inc.,., signed tT D e, M Ruadi, Pa, VP. taginerring, on behalf of M 2. Notict of Acceptance No. 17-N09.62 issued toKw-aray Ainowla, lutc. fortheir "SentnyGlas% both com < (Clear and'%Inte) (Aass Interlaytws", U4=9�on'0104,123_ G. OTHERS 3. NDlice of Acceptance No. 18-1106.10 issued to Visim Exmpsions Limited for their �"Brown 1- This NGA. revises NOA# 17-042,D.06 (PNTTw)CGI) and updates to FBC202.0 (II&Edifionj G. OTHERS Coated (Painted or Laminated), UUe Rigid Plv�'C- Exterior Extrusions expff , in g 0 +211,12) 1 L Ris-.NOAivmes&ienews-N�Ok#20-0429.�C,(P�W/C-G,!),cTirimg,"14,�26. for AVindows and Doors�'. exp=--,Tg on 09/30,�'24. 2- RER Test prop—osals #IMI-55 dated OIA-0020 approved by IsbaqI_ Chandk RZ expiring 2. The, m-arent associated PLk CGI file. #21420-5.01- ex*ing 04A4PX co 4. Notice ofAcoTtanceNo. 18-1106.11 issued toVision ExtrusimsLimited fortheir 04,11*21 LU series "-VE ION Tan 202, and kahter shades (LN-on-Mlite) Rigid Cellular 2i Exterior Extrusions for Windows and Doors�-, expiring on 12129�21_ L A" 1, < L-hAq L Clwzlda� RJE, Ishaq I Chanils. PX. Z hkaq 1, ClLauitx, F�E. Preduct Cautral'Unk Superrlwr 'NOA Prvdwt icantml raft superrkw z Produ,ot Control Unit Superrisor NO. 2142051.'03 NOAN-9. 21-4205..0 < No. 2142,05JMA' Ezpiratiouj�ate: Apri 14,2016 Expiration Datez April 14.1026 Fx&adon%t�. April 14120.16, Appro-val Ra te: marck 15", 2011 Avpj[�ror ba**. arell 2. If- A, ! 02 1 ApprovAl lht6. NIaTch 15" UZI E -5 SHEET NO. March 6, 2023 PA 1A N to Q N U CL O CL O C ca z3 a- ' -+--+ CY) � Ca �� CU V co C O .— O Q 0U L.L. . �. - M i—' M by O ti--- Co O Q i �� O `f/�� iL v/ .� zU) 0 0 O L� U 0 U m L o Uj Q z J Z Q J CL E-4 E-5 SHEET NO. PA 1.5 ��" hIT>rR34Rt AI} CC?T1'� • 'Rtax►�T fl't`�i,C�i SECTION ��i�'A�t'rHi�i4"r f1� REGULATORY � ECONOMIC A RESOURCES (� 11805 �t�i" �f tre�i, ttcaozax 2�iil i3oA.iti) �Ni� CAikl� ADMINISTRATION CaNisitA Ivfiam�.lM3�rida 3 l 5-Z4i4 T {ass} � ��-zs�sa p ��$�} pis-�� NOTICE �' t�l.��PT`�` i' �� ws�rni crpidade. avlecanmcrs Cast � -Crete A« IJ�:AC' S�t)TIC� Q�' CCI�PTAC�c; � CI?� SUBMITTED E�T� SLl1I1VIITTEI) UT��I�. PREVIOUS APPROVAL �` Q Q ast-�#>�+a �JA,,,_IaLC lY€9TIt`�,'� f➢li<` ACCEPTANCE: EVIDENCE IITTiEI) .. li .12 EVIDENCE SUBMITTED UNDER I'��I�I�' P�'�IA,I, �.� 9 Cast a, i N -Crete '��`.�, IrAL�(' o _ -- Q'I'I Cl" ACCEPTAi'�Cl�. li'1"Illl�.l'�C SUBMITTED a " ' � _ m EVIDENCE SUBMITTED LTI'�TI?E. PR.I�V[+k�1L APPi�.t3"VA:C# 14 di91}�.�?� Cast -Crete USA, LLC �4 �tsttraty I'ttaad 5'79 A. IIRA'4�I.iG A. DRAWINGS A. �I�'lNI�IC�- N �^, €:l��ex Trlvrtda 3�584 z �T PrestressedLintel .� sheet Details", � ; n L��11. �`�"��1 s`� tYtl�' �rccC%�`t 1� a x �. rawt g , of e ,�. �t'LrWt�# "l�i?, �1.�7,�� titled "Precast i€liYE'S2`r�'�SS� �Zi2%`�'� ��EPGiI�S , S�tE' ,� �� 09 �. �Y�N%tB'�' �, „�':��,��, ilE`��'C,� �°rGCLiS� QF�{;�.�rGSIY�.SS�L�irtil�8� Details', 1 � N titled � �Y+"�1 Parrrrtza �'. ��. dated March 2�: �� cll�raIn ,�U. �'f1�� r prepared y g , 1, ?�Yat P`LaYrti?�, P.�., doled ti�rra"ah � �IJtl'cttzd Drawing Nrt., prepared y 4/ tt l y dcr��c �J3I�4/�?� ct�d`:L�Ya�$t� l+�c� L�'��.� 2; ��t��" "Cast -Crete � , d� �A i�RvCap�., r ro @ ri rr w beets .� through J' f3 .� r@ L�?'ed l7 ' "Cast-Crete Gael �'Y�te..4 # c� I � %aaatel x�rxfe .dad Tabs , s_ .� # ,� � 3` p�:['iV }y yy /�py�yy. Tables" ffT1}��fy �% �#q¢�riy� {�f. �y ^f Lintel "Cast -Crete a vt py.:^.ar�yle p sheets 1 .Lay iR&F5•. T 3 tf � �.fr .CJil dt6f R�K�� V46K .# G' zd } 61 v tt � �[f �. I s [}�y ry♦g�r�yy+� dated ,(�j last Yy �e through LintelTables",sheets f,.{�lLk L{ A.Y4f�L i.iii+hii Wf 46(��U y a2lLGtV � bP k. glµg�i � of 3, (LfNt revision �%4et�4Y p (7 = Q SafeLoad This lib � t use, cs f is being issued under �� applicable rules said regulations governing the �' construction materials. : _..r.. ry /j�qy{�q jj }" '.fi. SfG W.Nt. Crcrt ca y7 x t revision l ated.� rl g Paa�ran P E r h 24, Iasi # d . dated �a c �it3 . . Crat Prlrrarav ',. dated march � Gli last through of .I, prepared y b � y � a . Cm t: � L A�tnad grad sealed by �t'a.Y Pam': ants, P.,} on 08119114. _. � prepared, . .. The t{tr�um¢�entitsan submittedreviewed wind a�«��e:pt��E�+by,,]hy�t�a�>m�-bade County RE[�2g. Pr�t�dta�cgyt C�}��'trtrl . i ed and sealed rb Crtst Ptzrr"anr� drawings signed V g revision dated daat�d 1k�faYc 1,� 2t�R� �sl� signed �a's�tttee� by t��c��Y.�'rr,��, �". on 8 4 d3 � d d s _ �_ � °' O 7gb�}'appty�t� (d'yhaysb"�n�y7 Section to U{s �'+� to luttai lade County and other areas �hE3�+ ii3l�iYll�+d � E ii�t�.�rit� 1.A4i��RA� J4.Vc�4Cl��+t�� --pg7, TESTS ��,,({�y��*,np, j +�/� j �y 1YS4'tr�'h .Cy .CVl I.. �. �j��l�ge�[V ;1 L'+k}li'3 � N (9 •�5.3' C l IF. .�. �`£'3t YL"pC1ri iJ1�ekiA`[�t' ,�eS11rtg �f?rJ zi'F, �" zs cat .�,�'" Precast �'tiriCr;�tE L11'Et"e�.5 Filled ,I'- N V ZI ILI mo IN TILLIT TESTING & ENGINEERING COMPANY WAT,TFR A, TTLLrr,. JR., F.F, - ____ ___ IIL��!C�:M!"�-CM 44"r IIL CA Ll, M, 000" � PRODUCT EVALUATION REPORT REPORT NO.- 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT $US-CATEOORY-, Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 01Qba1ErQtQdWftR-_d qdt"r 4800 S.W, 61 Street ALI Davie, Florlda33314 1, PURPOSE OF E liLLUATtON; This is a Product Evaluation Report Issued by Walter A. Tifilt, Jr., P.E. (System ID # 1 90,15) to the Global Protection Products, LLC, Rule Chapter No. 6 I G20 -3, M,eth od I D of th a Ft or] da De pa rt ment of Busl ness a In d 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 verity that the productis 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 I EVAIDEKE SUBMITTEU; 2,1. PROPUCT EVALUATION-DOCURENT(P.E.D.Jo Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jv, P.E.; dated 07128/2020. This drawing is an integral Evaluation Report, part.'O"Op"'S"'.1k .,#��,A%"V�.A.. r/� I N. .1 ... .. .. I I //W', I _.. - '... -.!A , - A,\ G E N,y, I p , , I ___ - . �� '.. � ir --- - . S __ , �., - -�--- - No, 44167 --. = 71 7"_ - - *; 1 7" � .. � * :*�g ,/ , = nt 1-- __ I � � lip". , ` %� 0-, , . :, � A .� S, ,'.�O�,.l,D� �. , Ix rd� ... - " 6355 NX 36th Street, Suite 305, Miami, FlDrida,33166 - Phone: (305) 871-15 -'� , I Q110"41N.H401, I I PROIDUCM%L 2 22-TF-S-TRE-PORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201,,203 at 1persedon 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #06-570 dated 0911811996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina - P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1 9g,8 witnessed by Gilbert Diamond, P.E. and Report No. 0219.0,1-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, I P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-1 97 by OC Metallurgical. Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2J�_$TRUCTORAL ENGINEERING CALCU IONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load. as well as maximum anchor spacing vs. desigin wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 afthe Florida Bulkllng Code. Calculations prepared by Tilteco, Inc., dated I 110108 and 03/12115, signed and sealed by Walter A.Tillit, Jr., P.E. 1 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4.-"ND LOAD$R�, - S�� 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall Was indicated on sheets 8,10,14,15, 16,19, 25 and 26 of26 ofProduct Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17� 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing Nm 4.176. UNSTALLAT-ION: Installation shall be peribmied strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P,E,D.), drawing No. 20-176. Minimum separation to,glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. SA"SWI � 111110so?" ,,,,,% . �11 low 'k,�� , T144/',"kv _ ,N� S; .... .... *-.. ,/ V, , IENse . 5�p - 4-:Z��.-`,,,\I:, , , ;� -.,--. 4�,E - .. %� �:-71�He`__ I b-,- .. :P ,44167 .. S ______.____ I*= 7,12'e-�Ag*� * � = ,-, . = - / / =� -q:.- STATE OF J,qz f 0..-'N,,4-�1p? ", F, .." -�� , ,�, , , :0 W""',AA,8/d,N,A,i'�: p# , "'NiIIIIIIIII110 I 2QM8I&_N=_ e 3) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANELS- STUCCO OR WOOD SOWDS RE POUNO ON T"c - N" MR .... EXISTING WALL, ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN S7RUCTURf BENNO SUCH PANELS, I STORM PANN SkCWVN ON TAOS PRODUCT EVALUATION DOCUMENT (PICID) RAS BEEN VERIFIED FOP. COMPLIANCE IN ANCHCRA". SHALL BE AS MENTIONED IN 9,I) AND IN 13.2). ACCO40MCE WITH THE 7020 (70A EDITION) OF TMt FIORIDA BUILDING 'CODE. IQ TO--Q&'Ubf,WQMIMItLIEL02CII.-M�m--S-e-14AJM - DESIGN VANE, LOADS SHALL BE DETERMINED AS PER SECTION 1620 Of THE ASUVE MENTIONED COX - 1/4-4 FARGO" A4CA,MS , AS MANUFACTURED By I I W AALDEX, INC FOR A WIND SPEED AS RCOA BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE "STALLED AND - #14-10 PANAELMATE - 0 AND PANOLMATE PLUS ANCOORS, AS MAJ4UFACTURED Ff EICO CONSTRUCTION PRODUCTS FOR A ORECTIONAMN FACTOR Kd-0,85. LONG ASCE 7-16 AND 5�t NOT EXCEED THE U00,114LAW (A-S D) - 1/4-0 LAO SCREWS PER H D,S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, IS, 16, to & 20, .1 7/16'* . 6,fe WOOD BUSHING, A-- OKIRIBUIED BY ALL FACUNT SCREW, BOLT & spEcA4,f cc. IN ORDER TO VERIFY 7NE ABOVE CONORION, VLTEMAA� DESIGN WIND LOADS DETERMINED PER ASICE I-T6 SHALL BE FIRST REDUCED TO AS,D, SE53GN WIND LOADS BY MULMYTK RaEIA BY 0.6 IN ORDER TO C 1; MINIMUM "WED PINVIENIXAN INTO WOOD OF TAPCON MCNORS SHALL BE I 112- AND 2- FOR S.C.0 PANCIUMATE PLUS COWAPE THE% A/ kM` (&S,a) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 1O. 19 & 20, AND PAKUM49 FEMALE 0� C 2) MINIMUM THREADED PENETRATION Or LAG SCREW, INTO THE WOOD FRAME UNP SHALL BE - 1/2-� 1.40 THREADED IN ORDER 70 VERIFY TEI ANCHORS ON THIS PZET AS TESTED WERE W, OVER STRESSVD� A .13% INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SAM- BE CONSADERED AS PART OF THE REWARED THREADED PENETUAVOR STRESS FOR WIND LOADS WAS DILL USED Ali THEIR ANALYSIS. FASTENERS SPACIND 10 WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2018. C 3) MINIMUM EM DISTANCE OF LAQ SCREWS, INTO WOOD SHALL BEE AS INDICATED IN THIS DRAWING STORM PANEL'S ADECRACY FOR. IMPACT AND WIND RESISTANCE IW. WN VERIFIED IN ACCORDANCE WITH SECTION t626 Of THE ABOVt MENTIONED CODE AS PER HURRICANE EN�WEEQING & TZSFW INC, KPORTS, So-565, 96-570 & 96-r4Q AND CA) MMIMUM REACTIVATION Or WOOD BUSHING SHALL BE VA' 7/4* 0-20 SCREWS USED SMALL V, 1 t12' LONG MNIVAJNA FENESTRATION TESTING LAO INC.. REFOARS #2032 & #2120 . AS PROTOCOLS TAS-2,W� TAS-202, ANO TAS-20& SHOULD STUCCO EXIST AND I' MINIMUM FOR WAU.S WITH NO STUCCO AS WELL AS AMERICAN TEST LAO Or SOUTH FLORIDA REPORT 0021S.01-09, AS PER WAS, 201, TAB 202 AND TAS W3 SFANDMFAOS� C .5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANEIS. STUCCO DR WoOD BOARDS BE F"D ON THE EXISTING WALL. ANCHORS SK41 BE LONC ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-TI ALLOY AND TEMPO, (UNLESS OTHERWISE NQrM. SEE SHEET Z ANCHORAGE SHALL BE AS MENTIONED IN C. 1) C.7) * CA) I ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. (01 ANCHORS SHALL BE INSTALLED FOILLOWIND ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHICIFIS MANUFACTURER A ALL STEEL SHEET METAL PANEL,, SHALL HAVE SRNJGTURAL QUALEFF STEEL, ASTM "S3 GRACE 30 MINIMUM, 0-OU GALVANIZED STEEL DESIONATION W/rr- 56.* kul (AFTER ROLLED), 6 PANELS MAY AM BE INSTALLED HOW..CNIALA�1 FOiLOWING INSTAUAMON DETAILS $NO" ON SECTION 3 THRIXAGM 10 ISHEM 4 THROUGH 6) EXCEPT MAI WADERS (2 III 0 SHALL 801 BE "-F,D, 5, AILL SCREWS TO BE .T&NI,M SITEL 304 OR 116 AIS; SERIES OR CORROSION RESISTANT CONYED CARBON STEEL AS PER DIN 50018 W1 50 "I TOO STRENGTH AND 90 W TENSILE STRENIGN & SALAU. COMPLY W/ FLORIDA BUILDING CODE 4 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR to VERIFT 741E SOLANDNESS OF THE STRUCTURE WHERE SHUTTER Is TO K i`,Tk�W SECTION 2.11.313 4, TO INSURE PROPEP ANCHORAGE_ 14K SWJMR SHALL ONty BE ATTACHED It) ACCANCIRETE, SILM. OR WOW FRAME EANILOHNnL 6 BOIU- TO BE WM AI_V_N7 GALVANIZED STEEL, OR AISI 304 5t]W-S STAINLESS StEEL WITH JV II,,, MINMUM �AELO SIRENGTH 10� EACH REGULAR STOW P06NEL WIN; LENGTH- OWES EV-11 THROUGH 12�-4*. AS PER SEICTIONS 6. a. 9 AA 16 AND ALTERNATIVES 8W, I ANCHORS TO WALL S11AU. 8E AS rCU,QWS SAN & 113W ON SMEETS � 6 6 12 RESPECTIVELY. SHALL HAVE A I EGIBLE AND READILY VISIBLE MIARVIND. AISIRUCtING 0*4ER OR TENANT TO SECURE RAAAIE� WITH APPLAMLE REINFORCEMENT DURING PCINOUS OF HURRICANE WARNING (A) TQ_KNW1W1kqV=_`DQhWME It THE INSTALLATION CONTRACTOR AS TO StA,)_/C+VJLX ALL 5140TTM COMPONENT ME$ WHICH REMAIN IN CONTARRA"ObS, CONTACT WITI., ' - T14 : TAPCON ANCHORS AS MANUtAMINED &T I T W BUILDEX, INC,. �Aij,, 1'�J 92 p�. �.) DRE WtL(XNO TO PREVENT WINDI/RAN INTRUSION - 1/4" . 7/8' "LAII-0, AW14ORS, AS MANUFACTURED BY DOVALT INC. (MIN. (',,.3W0 F.) - 1/.*. 'A 311., SOUD-SET ANC"ORS . AS DISTRIBUTED By ALL POINT SCREW, SOLT & SPECIALTY CC 12 WORM PANEL WSTALLADON SMALL COMPLY IAFYT4 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 'ZONING REGULATIONS (M. , ('�I<lOOO P..,-) PROVIDED BY FHE JURISDICTION WHERE PERMIT IS APPLIED YO - 11 4- 10. PANEL -MATE FEMALE 0 & PANFIMATE PLUS ANCHORS, As MANUFACTURED 2�f ELCO CONSTRUCT" PRODUCTS 13 (0 THIS PRODUCT EVALUATION DOCUMENT (PII D,) PREPARED 91 T,IM ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (ON. t 1350 O"t.) FOR A SITE 2,PFCAI, � PROJECT; I . WHERE THE STAT CONbIl1OqS, DEVIATE FROM THE P E,D C ,; - 1/4'0 TAP -CRP ANCHORS. AS MANI,iFACiLARED 51 ',RQ-rW CORPORATION (1`MOQ P-A.) A 1) W R,) CONTRACTOR TO OC RESPONSIBLE FOR, THE SELECTION, PURCHASE AND INSTALIATION INCLUDING LIFE SAFETY OF THIS PRODUCT N144VM EMBEDMENT a TAIPCON ANCHORS INTO POURED CONCRETE SMALL BE � 3'/4'� Z* FOR PANELMATE FEMALE §LWD ON THIS PE-O. PROADED HE/51HE DOE% NOT DEWATE FROM THE COWCAMOSS, OEIAILED ON T4r. clXUAA&NT AD AND PANEMAILTE PLUS AND I t/Il- FOP CP TAP-ORIP ANCHORS. CONSTRUCTION SAFE AT SITE IS THE CONTRACTOR'S FINSPONS011 ITY ALIA) CALK -IN & SOLAO-SET AACIDRS SHALL RE, EMBEDDED 7/6- ARID THE POURED CONrRM NO EMBEDMENT INTO fx) 14IS PRODUCT EYALUATION DOCUMENT mA,t RE CONSIDERED INVALID, IF MODIFIED - STUCCO SMALL BE PERMITTED 1/4- 0-20 SCRM USED SHALL BE 1 1/2- LONC MINIMUM SHOULD STUCCO EXIST., 60 I' MINIMUM FOR WALLS WITH NO STUCCO. AND, MAY BE HEADED SCRM OR AIL THREADED SCREWS W/o "rjko (d) SITE SPECIFIC PROJECTS S"N.L BE PREPARED BY A F40ROA REGISTERED ENGINEER OF ARCHITECT WHICH WILL BECOME THE MIT WITH WANG NUTS ENGINEER OF RECORD (E.0-R.) FOR THE PROJECY AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. ENGINEER Of RECORD. ACTING NS A DELEGATED ENGINEER TO THE A N IN CASE THAT PRECAST STIONE, PRECAIST CONCRETE PANELS, PAVERS. STUCCO OR WOW BOARDS RE FOUND 04 THII, PE,0 ENGINEER, SHALL SUBMIT To TNAs LATTER THE SITE SPECIFIC DRAWINCS MR REVIEW. EXISTING WALL OR FLOOR ANCHORS SHALL EIC LONG ENOUGH To INEAGI� THE 44H STRUCTURE SEEING SUC.H PANELS ANCOURNI SHALL RE AS MENTIONED IN A, I) AND AN A-2), (6) THIS P ED, SHALL BEAR THE DATE AND ORIONAL SEAL, AM SIGNATURE OF IRE PROTESSII ENGINEER bg RECORD THAT PREPAPOD IT (8) i"L-Wlhk-Qwir�QC6--W&L-��-IM-�--� - /4� 0 7APCON ANCHORS AS MANUFACTURED ITI I T W SUILDEX. INC. It SHUTTER MANUFACILREMS LABEL SHALL BE LOCATED ON A FAMILY VISIBLE LOCATION AT STORM - I, -AAL PAINCIL SHUTTER IN ACCOARDAINCE WITH SWIXON 1709-9.3 OF FLORIVA BUILDING COX. ONE LABEL : 4 0 , 7/9* CAL-4N ANCHORS. AS MANUFACTURED P O� T INC IANN. Vc-ISLIC p- ) SHALL K PLACED FOR EVERY OPENING LABELING TO COU"Ll WIN SECTION I ?Q9 9,2 OF THE 'O _ i/A TA 3/*_ SAXIO-SET ANCHORS. AS XSIPSAUTED BY ALL PW SCREW. BOLT & SPfzALFY� Go- FLORIDA BUILDING COOE (MIN I. -law ....) drS MWING S - #14- To FANEUMATE 1691 M AND PARELMATE PLUI 5 ANCPOR$, AS MANUFACTURED BY ELCO CONSTRUCT CA - I MAN PERMITS ." UCTS INAN r-707t P IAL') I I A 1. 00,01�fllheo,M, - I/,- CF TAP-01ALP ANCHORS. AS MANUFACIVIRED B� TRU-FASI CORPORAIRON I Ok , - , :,!!��i le-111 , � -, B 7) MINNUAI' EMBEDMENT 01 TIFTON ANCHORS. FLCO PANELMME5 AND CF TAP-DR.T. ANCHOR, INTO THE � � FLORIDA BUILDING CODE (High Velocity NwTiCane Zone) - - .. " CONOW V�c , 'r, BLOCK Uftfl S,ML_l RE t 4/4- - �IF . %_ S �A, M`EOA, INC, 20 GAGE GALVAlAaZED STEEL STORM PANEL " : No. *. S I 4 157 - An, S-4 CALK -IN & SOLD -SET ANCHORS SHALL RE EMBEDDED 7/8' INTO FHE cONC-ETE BLOCK 130r, NO ca . S . Vt. INTO STUCCO SMALL BE PERMITTED !/A* 20 SCREWS USED SMALL BE I 1/2- LONG MINIMUM - �-_ �-,, I orinitowo C-.-�'o-, GLOBAL PROTECTION PRODUCTS, LLC,J eArE EMT, ANI) I� MINIMUM FOR W0,11S WON NO STUCCO I 10�", STA 11LIECO 7, _ _ // nN7%, OF - , .. .. 9 A SPACE` I ", A � 'fli: WL i ;a�, OR ol, . -T2W.=_R_W" PlAw. 0"I"Ole- mc� f'A"V (964)WIT-1i'VI 20-176 �:�11� _�Ila,20wal.n_ I!V,=�_4.� i . '�,A"f oRAWA; - I "'I;"*Z�NM'P`,0"FE-YL CA-0000719 - , - 11 n*1 7:�� . I %-= -AT -;,tv - .W. I PEI 71 i Zt- Zi =_1 - - ... I MIDUC LEYALUAJLQti�N �2ilLt ,3 6. MATERIAL CHARACTERISTI AND SPECIFICATIOW- , Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor speocifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E,D,). drawing Noi 20-176, 7.,,LIMITATIONS AN"ONDITIONS OF USE, - 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated an sheet 21 of26 of Product Evaluation Document (P,E-D-,), drawing, No. 20-176 prepared by Tillsoo, Inc. and signed and sealed by Walter A. Tillit, Jr,j P.E, T2. Product may be installed within HIGH VELOCITY HURRICANEZONES as defined on section 162D.2 ofthe Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Walter A. Tillit, JL, P.E. (Florida License No. 44167), President of Tilleco, Inc. (Florida CA-0006719). 'E,0111110OW", 0' S N T144 %,. , " ,. 1� ! 0111�: /I III k.., N; . " - - - 41A_ ,,-:z�t.---%��EN&e .,.. _ I .* I .� -1 --- I . I 1_ - Z: .:- ' ;� I ,,::--,�,_.____3— _ — =!5r,_V. 44167 � I -----:;=1*".__::�* ., * B 7�/�,�,*-'_,� STATE OF ,,'* f .,5F! 1� � '100 - i I o ,�- !-'ZORIV, - --"ig,�,�f � �5', '. , " , IV ......... � **,11 ;5/0NAIi_ ,,,A ,i)NIIIIIIIIA'All WAT)LL D;� TII-TECO ADMON REOCROS � F. E. RCPORT-20 k OWBAI, PROTECTION PRODUCTS, LLC � 20 (BAGS, � CALVANIZED BTEEL STORM PANE0 09M #20,476', REPORT #2"12fibi 1 100- __ /IF] I Ll ECO n4c_ \ TILLIT TESTING A ENGINEENIIING MPANY --- )�AEI ._T1_L1J,TA a-_,_1',_E_ : , Fill',',, _40=67 FLI�'A LFIAA�e � _4&DO06?19 REPORT Ill 20-0727.02 DATE, J uly 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEAGORY.- Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLQ 4BOO S.W. 51 Street Davie, Florida 3�314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Re -port Issued by Walter A. Tillit, Jr., P.E. (System I D # I 906) to the GI obal Protection Prod ucts, LLC, Rul a Chapte r No. 61 0 20-3, Method I D of the F I cr ri d a D a pa rtme n It of B lustiness a ind Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with tho2020 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 reviewrand revision In case of a Building Code change that may affect its limitations and Conditions VIDENCE SUBMITT 2.1. PRODUCT EVALUATION DOCUMENTP.E D.)� Drawing No. 20-175, titled 124 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 1 8 of 18 prepared by'rilteco, Inc.; signed and sealed by Walter A, Tillit, Jr., P.E., dated 07,1`2712020. This drawing is an into i? Evaluation Report. R�ko� �M !"Jp"i 8 ,,,,,`��_ _: .... �/ , 7% 44167 % * .Z* IDIA, T 6-35i N.W. 36th Street Suite 305,Miarui, Florida 33,166 - Phone: (305) 871 -1'1i�Xbi%4-15-31 CQMPONENTS FOR REGULAR & UEE MTETY ST08M eAN9L$ (SCALE 1/2-1") ________.._ ___ - - ---- ------ _ ______ .15.196' fyom WIDTH), _.,______ __ - _________1.______ - - .- _ ____ --lisjos' CTM& WIDTH)_ __ ___ __ __ � � . - --.--,---- ----- -12-5w (UrEcTIVE WIDTH)_ - _- --- - --- -------- --..- : . I� �_______. ____ 50. - __ . ...... --- ..-..- � I ------.- � -1 ___ - 6 1/4' - - ---- ____ I ; I " 7 . -1.3p- � _I_1W-_ - 1AP* � �� '- ".M. . � ._--N,.SoO. ; L, � �, ,". I ; I � I ,sl_=,� Do,%- MAN. THICK I- 11350- - ,Pk ' A � "A�, I/ .,,�, 'N - - - ,----k,;, ,� , , - - GALMOZED SIM " ......... I ........ I Y I , , _A;� iI - ". I I I I , �_ '. A, � 1 '11IF AM A-453 I f '. ,� ' I ""`� '* � 1 S 11 / I GALVANIZED STEEL *O_ - :. "'AU10 'i - �, - 0AM, ON The 1- , � GRADS"' MI I I / - - _ �,I"'�,_ - ! �P:, "�� 6, GAW P..." , 11 tl\ iv � --(g 2:651' F 1'r - 1� � RM V I -1 I--. I , '07 7� - - 2.wo- *--; , TYP ASEA A-653 2.11. -A EMAMED TYP. ,� .ET.N. ��T �_ __NEMME GUIDE: So MINIMUM, IT .. � = __ - I EDGE - - � I 0-50 GALV _G91. A / - 4&F [ ,�.F I " QLV �_ I - E, 11 �, � , - - - - - - I- - . I . _ - - - - e 11. . I—, I ------ ------- -- J'J , , _P I'Aw L__F,3SO. �t � �_' - .. . .... L -4,250- ------ T SWAM_EAff1 11 - - 2-137"- � ", ; , - __ , , , - " - __ - pmr� S "I 1� .;"7% - 2,187* --- Fi_! US— _� 760* - 2_- , P�?,!p 1__�' __ ,� , CA �� T � A4 SENAM Z4 W/ NEMM6 I ,, - ------ _ ___�� I .Too' 1W �, 1/.4�.-Za, -20, 1 _1� , I 11, --I JV= 5" "S 14 i - It a 7 ____L_�_= ---I ,� 125, � I, SS STUD F ,5 ,So,�- ME ?� .., e,'�� : I I � it V�9, F. A',_ � I & , q r I� , - 1. to ANGLE 0 , ANAGUE �, � A � � , I I .=� I I e 0 , - _ I It TOON - � ,;:�, , 1. A"K __ - -, , """ ` 0,0,* i , 1.09V I- I 560' 1 , W-MI.,61 - 3.�75 M� '093, f I ;---- �,_ P3- . .. . 2. 1 �5 - � SED 1�1. �._ -�� _,_� � .- SED IV I .0 - � :�� _093' R ,AL I I Da . - 6250 -� 1 2125' - 7 5,v4'i"' , I I - � I;pn , !_., I I I 11 I "I _T - - I NEMNF`_� __ - � R a - ______________+! 12.5- 1 : �] I � L I I � I �23a`_ , I � / - , L.Q�� A A) " Au 0. �W< _ __-___-S-MIP_._-_ __� -1.600' - ISOMEIM YIEW-DEIALA L_') L_,..��_ = ;.OD07-, --- ROUNDED CORNER 0 ENDS OF PANEL'S ne, & END UP W/ HEMMED EDGE. (N.T.S) (D *h" HEAU (�) "U" Hum (�) ANCAE g AN= WITH STUD @ ANGLE WWJ REME STUD ! - - - -_ 11 VARTES SEE DET, i -=- 'r 1/14 III 2/14 � z741 ' I ___J , P VOCE ,314 __ . 4_111 Ir "r I IR0, I * , � , -006, I . 046, 17750^ ' -- I T A - - I W* � OF PAN L I ....... I 1- .IZIS7-�74 I 1310, . � I � � ` I � - -t 12�",y��,, ; I I � I _ 1-1, r.. '.... _J _ S ,a 30. SERIES I L, � __-_1 f , I = I I 1.401'3-063* 1375�,;-- �_-3 -, � I - � .in, 16W J ri, - _� P '640* I I RIVETED TO . -625, - I I-- - 17 � ANGLE 0 12 1/2' a a . � - - __ - __ I I I : _( - r1f -1 �t I I . IL, -1 ; ; __J . , ) 1 �67 1671 � - I I . I ` iy IFLOw- _L_ - , . ,- t.500, - e___1 iffi� Li, �_,All ,1 I : I-- __1 I 1 6),", � ,3� %, I oI5* i - I -. r , 1 1 . ,09y, - �7io � � -W.M.3 _:iST�l , . I ; EATERY PANEL OVERLAP I . I J ) i__,_ =11 " .DW L. , , - -f � .. _,____.___,_J I - OPIA, .05* �,,,__��, --- ---' -j--(TVPI) 7.0 ! 60- (�) KEY HpLE asma . ,,W ! (�) PF" IRAM ANGLE (R Sa! 'E' IMCK (2) ELAI UMED I - - -06.3* - . [ 0.039, DNA.) -L7.M* WITH STUD GALVANIZED STEEL ( _', .344'0 0"tJOINA0114% � Y. W � I � 4o�� ,, � , ,_i___1 I \ kay A..T/J�Z/�. - - -_ -_ - , \4 11 - __ I _ !P� "' I - .. I 0 :,�:..",$,EN,9,,`,'f` , ,rn,� 1'-''f, ,,, I I It , , -0 675*4 � _37WO I � , L-1 I r 1 - � __.$ � I — _ 1. _& :_�' No, 44167 `1, '75 i i � 137 Z � �!� I . - __ I I . = . I'llee FLORIDA BUILDING CODE ;Mgh Velocity HurricIane Zonw) , A, A I = * . * I IF L=J_ . � , - ______ ' :? osr_w � I ZAMAr_ NICKEL M O.'MIME1 SSI..... STATE ..* fic Pan* Furew. - rp I -, - �_ I2S_ I- �iB75' -PLATED WANG NAIT lk :,;, 20 GAGE GALVANIZED STEEL STORM PANEL OWN BY. "-. ... I- r_—w__w_ � I (�� Kgx tioa 0�*""Io ---- 2OW'-, - - lWkl.4 ALYAM �";,�fa / -, , - _'. Z�_ GLOBAL PROTECTION PRODUCTS. U.C. "'"CAT"elm I'll',',, 111 , / 11L1EC0,--,\ AlIMIS $1 IFTRILET I --'W,-,; I - , % 2*XZ*Xl /4' 1#1440 "'I"FL, ALTERMAYMY. 0% IWW NUT P/CUT I jgAla- - r.g.-ma PIKII t04)IM-1-Alk "'o" -em 20-176 ,�. . ro� (1150" ALUMINUM ANGLE WONOLOYAC WASHER AJ AOWOO� 157 "I zOPAI . ;�&,,;/_12 111 .ISTA."r - AE SENMIIeiPA __ .-DO'c" GRAMN4 MI, , .;r SL . I IWIVIER A. TAULIT I ______RRft,A p1li A I - I I I PIDAT 2 OF 26, 1 1 lik"AL"I KIIIIIIIIIIII)L71 . 1101M � 2�Z TEST REM Large missile impact load tests were, performed under SSTO 12-99 standard as per section 1609.1,2 of the Florida Building Code. Uniform static loads asper Section 1709.8.3, perASTM E-330. Tast reports prepared byAmaricon Testing Lab of South Florida, Report # 0814.01-01 dated 03,111102 witnessed by William, R. Mahner, P.E., Benz Moroz, PIE, and Henry Hattem, RE. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 208 as per section'l $09, 1.2 of the Florida I Building Code. Test Report prepared by American Testing Lab of South Florida, I I Report N6.1123,01-1 0, dated November23i 2010, signed and sealed by Julio E. Gonzalez, P.E. , . Tonsiletest report No. 9CM-198 by 00 Metallurgical, InQ, dated March 13,2009, signed aralsealed by Frank Grate, P,E, as psrASTM E-8 and Tensile Test as per OC Metallurgical Report No. I OKM-1 31 8, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. LIC L 1Jr11NFF:9INQ-1QAI - ------ 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 rationaland comparative analysis, and in accordance with section 1604 of the Florida Building Code, Calculations prepared by Tilteoo, Inc., dated 12/18110 and 08127113 (lbr this revision), signed and sealed by Walter A. 111lit, Jr.,,P.rz, 1 3. M13SILE IMPACT RESIS-TANCE, Large missile impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-�09 Standard and TAS 201 - 4A NND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 31 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175� Maximum Anchor Spacing shall be as indicated on sheets 5, Gr, 10, I 1, 13 thru 16 and I 8 of 1 0, of Product Evaluation DoCument (PI EID.), drawing NCIA. 20-175. 24 Gage Galvanized Steel Storm Panel has Won verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12,09 Standard, PROD= E VA1,V&T1!DXU.e0 - I JLTffQ6�11G. r � .. W_ .�o � ..- .. - 5. INSTALLADOM Z_ �; 0 UJ C* , Installation shall be performed strictly in accordance with details irI on :;' - sheets 3 .5 C= thru 8, 12 thru 18 of 18. of Prod uct Evaluation Document (P.E.D.), 2: Cv7 ; E-- C�l drawing No, 20-175, Minimum separation to glass shall be as indicatto,on= cc c- c- 1:10, >e- sheets 3, 6,13, 14, 1 5, 16 and 18 of'l 8, of Product Evaluation D menf- -1 LA_ 0� (P. E.D.), drawing No- 20-175. W� Cc C= - - ,.,, C-4 -C-w V) 1= C= cc ..Cc Cp C.4 � -I, I "'atio D Mont 3: 2 W " tMATERIALCHARACTERInCS ANQ SPECIFIC . W ca. = = Shall be strictly in accordance with General Notes and Components indi - on.� E '=- r_ sheet I and 2 of 18, of Product Evaluation Document (P,E.D .)p rawif 0 11 C2 _, -Ict .), r Ing No, W 0 - 20-175. - 3: �; co ,a W W X-3 = - CL) W Ancho r specif Ications she I I be as Indicated 0 III sheet I of 1 8 A of Pro t , A of Pro ,, Z'. = = Evaluation Document (P.E.D,), drawing No. 20-1175- :;,- = = .= In 1=11. = E vo_ 0 . I'- U 7- LIMITATION.5 AND CONDITIONS OF USE: - 1�2 7.1. Shall bastrirtly 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 prepared by Tilteco, Inc- and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRiCANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. THItt, Jr., P.E. (Florida License No. 44167), President of Tllteco. Inc. (Florida CA-0006719). WAT"LL D_'MALTMO ADMON RECORDS IAP, E. REPCERT.21! GAIALVANiZED S71FELSTORM PANEL kDRW(3#20-17,5� - 1/4, 2/4, 3/4, 4/4, S/S, 7/5� +IW/10, ZW/10. SW/10, 4W/10, 6/5 SW/10. SWIII & 7W/11 + I _-3- MAX_7-- ______ AMCHCAIM- FOR CONCET ir LE r MAX . '" MIN FORWOODSCESECTIONS ON SHEETS IO& 11 _____I'MN,_ � � . - . 0 ------I a 0 1 , - __ __ ,-- " _____ D.M.(D,(D,0-R r I 11 I A A 711-71-1-7 ------- T 'I --- -"-'- - � __T_ - -f , -"--I- _T -r--'r--- I - �` � I I __ _r T__ -_ T _� I- , I I I ! 4 C , I I I . I � � , __7 � I_ ; I , , ____� . I 1 1 I i A A I I I I I , i , 1 @,(�) i A I I I @,@.@ i i I 1, � A f I I I , I T I I, , 1 i 1 1 !I I I ! I I Z , , . . I I 1 1 i A / - I I 1 I I ; ! I � � ! I I A I � I . ! I I i I J , I r E i 1 4 1 I I J R I I 1, I I 1; i 1 1 I I I i ED 1, I � i i i 1 I 1 ,,, � A I I I d I I I I A- I-- .1 .11 � , L., --.-- _11 � - __1_1.. - __ ,�� I _________1_._____ _'-4, - __ _ - ;,� -- i -- 9 ,� F Z, - __ -rr . -T-- -T, , --I-,-,--- -_ i . 11 I , . 1-11-1 ... 1 "r -i "I , -1--r-r-l" � ��_- -I- i I F Z I I .... �� i I I i I i __ 1 I � I � A I I . I I r I I A , _111 A . , � b �. --+-I, 1, � I I I _. - - z i -A I i �A_ , --- I -0 I � I I 4 � 4 - - t . ; I I I : 1 1 : 1 � �� - - I- I 1, I A I 1 t i I b� - . I I - - I I ;; : I . � I . I 1 1 I I I I I 4 I I i I I I I i f _ . I 1 - __ I A I I � I , I I i I I I III - - - - - - - - - - - - I . I ,.-I i � . "" . W/ ,/,.-., �, I i 11 I i I I . A i *,- I 15 � OIL C � " 1 . - 41 I I I I 1 1_W!k,S � P I UND I � � 4GHL1 SOLT W/ 7/6' At 3/32- ! OEE SECTIONS AS I I i , 1 1 Ann ) I L, " � , f I 1 ! 0 EA. OVERLAP I UG"ff i I I , A I , 1, I I i I � (SUE SECTIONS AS APIAMARALE) i i � 1 I I , ,f I - I i . I 1. "1-�.___-___11_ L _L_L -1-1 ,�l I.-L-L" -Ar-L-1 [ � - � 1 1.1 _J� ;_ --I - L I _,.I-._Lf' - __ ,, - : I � !---- - - - - - ", -- I � -,11 - - .,.- -_---T- T- --,-"--- - . ,, --] - --, _T___ A— ,--I - , I I I -;, � I i 1 1 1 i I - I ED I r I - , . � I I 1 � 1 I W , I A I . t I i I I i i � I I I ! I I I 1 i I I I I I I - � I 1 t � ; , I 1 i I i t � i I I I � IJ ! I I I I 11 1 1 1 1 1 1 � I I I I I , � I I 2 I f 1 1 i A � - x I `)+ I � I , I I t I I _ D. MI. & @. @+ @ - I_ il. _ __T1_ , �1'__ -_ i - i I I i I - � � - - � - ,,, -- --- -- 1 � I � 11 1 J 1 4�1 I . . 44 a I t il i i0i � - 11 . a I I *1 - - , - I ___ _. , , (�)+@-(a)-@ � QD-7 - 3- mm - 1/4,, 2/4. 3/4� 4/4, 5/5, 7/5, 3- MAX - I* MAN, - I' MIN. �_6/5 -*IW/10. 2AN/10, 3W/10, 40/10, : SIA1110. Ow/111 IN 7W/i I � __,__._______ ...... _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEM 8 & 4_ _ _______._ _ ,, __� FOP WOOD SEE tEt"ONS ON SHEETS 10 & 11 REQUW STORM PANEL-S (d) & & ,E VATIQN I`LTI$� Z67' 1/4* M.A_ CAP VAAAyJ -IF (MAN. OVERLAP �l WHOLE .-A I L - - - - - - - __ - - -I- ___ __ - - � ____ - "" "" _ ,/FWV`X /_:__SA� ' N: I - - -N--/ vlyti ,/,, �- _-�� L74- _/ A I wx� GOP ! ,0, li,_ I M./N _U e-IN . �,. � L '. '.."p-l-, � D ., . - FLORIDA BUILDING CODE (High Velocity HUE cane Zone) - � . o2eac TALTOCAD. NC� Fil Z " " 1 20 GAGE GALVANIZED STEEL STORM PANEL Z - No 44167 ', a, (PIMAKI W . . S-0110 A - Ali * ' * - . = GLOBAL PROTECTION PRODUCTS, LLC, An" , � " / 11LIM',.7)iI EA,_ 61 STREE, 4ATE, N.14. s �$-� ATE _'�. I z � ,,�,_ 4.1-1, OREi - Tuff TV3,1100, 6 ctmwromo wm�_ PL &M'. . e COMPANY PHONE, (WMX0E-"4k F� DAINNOE-M7 20-176 . ;:,., � '. , AMAA_ �... �w .- '144I - ."' , (-, .11-_. ,r=_u DRAW" 4I,.. - CA-0100 I !n.1 - 1 - l_. � I - , 1*1 "W"I""' WN.VER A. TAUT 1, P," At I - -I. I - 4� men 3 P, a I I - � FLOROA � It 47- , - Fa 91 ! � I I -&-II a) a) = U) _0 —M > a) c- -6--f -I-, 0 = a) " 2 _0 = M M _+_ 0 -0 %V -I..- 0— Cn . a) :t:f a) -0 0 0 0 -0 .= -0 = 0 = I_ 0- — = -9 a) 3: CU = 0 0 .- -+- M U_ ,,- 0 — CU > . . (n 0 Cn " _+-II CT3 " 0- c- � M -0 42 . = _+-Il C/) C - < 1A E44 Ir W mi __ __ INEALIABON 12ET-AILS FQRM -MULAR .PANELS CLi A (2 DO CLOSURES VELMLS FOR IN991M IN POURED COMM INSTALLAT19N DETAILS EOR REGULAR PANEMaL"� INTO EXISTING POUREQ CONCRETE QRrCQN9RM BLOCK SIRUCTUP,ES QAM I= OR sm INMLLAIION DEIAILS EQR REGULAR EAMELa!1,_" I -* OR PAMELMATE FEMALE , I r � I'll/. III 4 4 " - VAUD MR &&!A& UEE SM ANQ E-Z HAND MN BM SM INTO EXIONQ POURED CONCR OR 9QNCREIE BLOCK 5I INIQ EXISIIN RETE BLQCK STRUUURES acoallm ww. . ,` PLUS OR OF, "' CONCRETE ANCHORS , I I � (WE LE ON m7op--o"', (Sal S4HuAUU ON &NONORS, FOR CONCRETE SEE SCHEDULE ON SHUT a ' ' oal"CRITE AAACNAARS .1 0 n0OWN ey i , I SCHEDULE ON so a & VA) SHEETS, $ THROW" ) , -1 I -,.I-- I* _. L - - �___PQUIRED CONCRETE I ___-__-_ fall WOOD SEEL SECTIONS ON SHEET 12 3- U.,4 1 Em scmeame ON � I �,� , -ilt i - - 6c, -0 i OR DONORS BLOCK I70"RE 13* M" 2,57" Cn -4--m ,��, I I i I CONCRETE ANQ�M .Rnm a THROWN -.T\ ___E,D� __ I � - \ 7 1 "�� ,_-, /2' 1 E� ! NEWM A. i;,� (IM OMEALA� I' IAWA-� r - � , 11 . 1, - IF 4 4) � "MUM - WLXY) (SEE SCTAED.E ON-_ . . ,' A I I I - `NSWRED - - V %WaW2 CAP"CIAIVIE AMOHMIS I- __ _____ __ - - I i I DONCRETE ANCHORS _-I . I (SEE $040" ON \ --- � 3 ___= . SHUM a DIRCUON 91 ) , I - ::1r__ P I., M.-.' - , - � , - TSES SMEDAE ON PC= -_ DA I "' -i -7,- 1 , I r - : _.�._ 'r 0, -1 - _'�'�' .-AW" A� .� . , � L eiv, I Q�) =1 = 0; 11� - =-M= � L. (D -� --- I ! SHEET 9) . SHEET 9) ; L - - =P=w_5:, 4'. "r � -, 1, MirI.- \ ,,1 S=2IIEIKXNEa -,, i � :`,� - -- I T I � SMEET 0) I - I I � ". 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I-_ I � � � 1 6 __ __ - i I �i NU%V.,=1.1 " � �11 - ; , _. I - -, �r_ V � , - 1. I L' - . L I . : I , I I I L L i - � I 'i .! I I,- 0 6 IV*' /.-.- I- . . i , 5., Imi'di'*1 , ,� ; _A Wi � I . . , , L � i � " , ' AT " I - I� ." "A � . I � I . i L i i - ; j - I - -_ --I ! So, ICNIMI)UL i i "I A, . .Tff " i ;�M,./ �� I- � S � . ; . : I � c o- I I § : A:j�l I f I,--- O` III=- I t� Q�w �, , - , - __ � I : I I L A I I 1. - I 4 L I z � ! A W. �, 4"Ll, mno �t I - - - 9 i =Ns';, il- - 41 � ! L , � I - : � I I � , � � 1 1 I I � I � I 0 � � � , FOR �r IUALAP� � 1 61 r � I [ � I I ,,4�L,r,�-,-_ ,,,�._ I 'T � I =717 I',-"— ; - 7.,77"i-1- �.,Is i i " i � 11 N`#_AAPKAMA 41 ! � � I ; . I � i V 1 I , 0 T , A�D .� i �. I � % = - i ,(_ I - OXIA. (D. i d - CDL ,,,,,�, i i � , I I ! I D k I i -, - I .4 - � _., - ---,-I , , I ci) 1 � I fl, 9 �,*-, I I � . ...... V -, A., 1�� SERY STUD 0 1 1 � . I � � � ;1 i _ .- � . ;�, 'L - - ,1-- - _ � � L-------"L ,,, I :::q= I L i , . - ,� I L , , � EXISTING I _ . I ! , I 9 ;;; --- I I CAS, _. g 11 t f I � --- T "!A � . 7 I, I � Ill= 4 � I— 'a", I I '/..., "I" -----I- 1. ; Rt i I I T < I I =W; I I I 1� U) i "I'll ;, 41*11., I � i 'a I i ==a I- --,---, I 11 t� I 1 4 lIn I .711r,"C'. " �-- -777 - I .1 I ; � . J� I E ' a - r 0 1 POURED to - Zi_W_&__ I . 7 � %,,777 __ /_ I ___� , L li i I - I',' IF M�. � I I- - IT -.4 1 CONMET POURED , , I W EXISTING PouRgo MSTING I., *I, I 0 - I Uo; - 1� -_ I I �11, , �J_). i - I � 11 : _+__J 'Cia ,, 416 . I � . � , -.,-,----.- - I CONCRETE OR - � � I -�� I ;1 av__�_ I 1 : I I I : L I ��6 I I . 77,17 1 CONCRETE I CONCRETE g�. �� '. 7 ,,,,, ,'�,.�, We @ E I ;, - \ � REQUIRED ,�� " A i , ,'I CONCRETE BLOCK :�� '. L , , , / I L - � ,- - 2. A om ovd r �6..- 1 I2 'Ira C. A, e_U -- -' Co"CRE' , I I ', L � I I SON I � � , I ��_" i _� 1 4 r ANP, .- DJL I* MA,, PECORED. RECAUARED ill". AX,SEN, ,Xon E,M ,',�; I MF=%= IT-= I I I OF V =9� I i 14M 4,,.I, +1 0 - --t i �,,� �1_12"'�`� L"', "I ;7 17 � ,�J�,,,, "' � � E.P �-,�i��,�,'�'! v Tf7' ,,.,,,' ,��,.,-,, -� ... I , , , " CONCRETE SIM --`!,�",� ,,�.. 7n ,,� 1 ,4��,`.,- -'�,,.',% � I : I MM, � , I I � , , I I � I �X CONCRETE - , 1 I ,.- ��,, , �_ _1 � ,,� Z: ROOMIRED i INASORNPGriCUR I , '�'� I VALE 3/16.1- ��, I A � I . ul I FOR WOOD SEE SMIONS ON SHEET 12 .-3/ SCALE 3/16.1- 3 I �1 I �, i � REOUIRED_ k1t � I ,,,,� I � ?=.U- i . I ; . f �, I � CONCRETE i . n,4 � ��\ -.t - - : CONCRETE BLOCK � ,,,,, - I tf. ,,� : , I � ; _0 ; i -0 �, i ;�, " 11�� -- _,.� - - W 00 Pk � , , ,0 . , � i - "', I ,,L' J:II�, W I C Ip V5 -Ew Sf I � ., . _& 2 ELEMION ST"ONDA.CNIVIS "'I" -E �, - v -�_4) u.". - ; - . �4 1=0 1W. 1% . , -_ -1 A : 4 : 0 CONCRETE ANCHM - , , ,� . V Ir"I REGUIRM , ,4* X I � c Z. " , I I I I SAteErs a EAMUG. el SHEETS a T."'CAM Ill 3pr . ,� . SHEM a TIAKAWN 9) , ' - yJr. .' I - " A L III I I ; � L SCALE 3/32 _ SCHIMAILE ON " co"REIE " "3 "' -I __`�,3/4- I'M " - I . I I I � cc. - 1 7 1 ?�� I I 0 I W/ SAW SCHEDW ON L (SEE Sciewd CIA- �, - . A, e _ -\�� SALE 0 �2 - __ ; - - (SIT , , � .� (SEE _0 �'. a,, (D I,. , (SIR IONEDUVE ON' lgm� - I ___ L I I II - - =---I-- rwwz. I �:, " � I . I I � -r-- Ms a ,HRM" 9) � � � 7 � Ts�k i � "I'r - - "I , _`N."`A'Z= 1_� 74 .� I - Vpil - I , I 1/4' Mo. GAF, - .--' I rL", � I_ _4 , CONCRETE ON L ' . ,�� , -1 I CASE Q aw A I OF 'V I ! W OF ILI 11 Mi.- -_ L , ;-77 7�77 7 7, � 7 C,i i � I __q ,'A, , ; ! _ a) _ � *�, � EP_J 9 - rME 0 (PLM -3 = � I -4 .. � I - -- � � ' ANCHORS IFOR CONCRETE SEE SCHEDULE ON SHEET 9 ", Z;=4_, .- - - __ I EXTSFNQ POURED : I I �1' , O'L � , / - - F . �_ CONCINTE 0 ," - _��'L','_, " L',."'_', W= == - I : I L_ �1 1". IE I I , I I -,.---I- I � I__E`=_ PLUS OR OF TAP -GRIP . (SEE St"ISDAI13 ON -� _*_ � , " ., ,_�,_ J I-T , L . . I I � �_ I W:HM Et : L I . M SCHED01 0. - __ " �� .. � :� -' - ' ' . - I ; i 2.67' 1 S4= a & 9) lo'em a r.*QWH 9) - i 34�� I i , - WAL6 MOUNIING A .. ,I . : ,` _-L, 1/4' 1 13/4' 5,S, BOLT I 7 � I 1 OUT MOUNTING N111 J _� � ., I I ,.--,--J-- A �'w AAMLAAR .1 WHOLE vALue6 UNTTHO ,,Au, ", &WHATr P it tNTIr �5.111ll " 1111111JI EYE 191i I "I - I � -1 7/8*.3/32* WING NUT � 11 I - `7 `!��Z_!:�Y�,�- ??,`:\-f , . -, M 0- - , - zo � �z"�J?t 1. -_ - �� I � ; � - z _-� , ,V111--/ - I I I 0 t2 I/e 0a I � - CONORUME - 1,k;�L " , , ._� _E�� " L .7- ��4 -, W-AlLE 3/6." x OP0104 tIM) - . - - I � __ a I .. , NIA N=QNS a A a IAA. \ <1) / __ :EM,A 4 , - , 910 I WM, � .y. .5L0W&2 . 10.4, 0~ arnI I k, W,/, 1',AAAn, ; SCALE 3/0- I' StM1 S/8.1, -1 , 0 � KA,,=W*e,. I � aw:$&IE ANCHORS � (SEE ON /4, MAX, lia F - _'_�L __ ----T--. . ___-__A - Palm- I. I , L 0) L) a) : 'Ift, be 1AN* __ _= ANCHORS STAGGERED -1 (SW SCHEDULE ON . _ VDAGE OF - WIDE A AMIRIES A, i/11, FLO, - EWE INSTANCE -_ (D - - s,W 2) (= qmmu ON : 3� I V ED. -( EDGE DISTANCE 6.11,15W 0 NEW I .- (SEE SCHEDULE ON � a � I SHEET 9) U) I - sommw i � SEE SCHEDULE ON . -L THICK KUML TUBE OR J* A I L - =E E (E SW OR SEQM "- L-i - 1 - , I . ...... L- EXISING SIUCCOI " WOW PLATE SPACER I SHEETS a 11! 9) _ I A SfALE 311 _____R� WOW" SCALE 3/��r=l M - 10'"A"AN, ,� , e.,. IAAAVa a -01 I I SHEETS a & 9) WOW EMAID I I - Asiw= 00 BLOCK ON IF GLAM, I I � , i T1 I ACOURIDD REQUIRED, " i I 6 m� . ,/ "' - --....- M , � � * NE# I' WIDE � VOIES At I/W I I ___�� AUM. TUBE OR V A, VURIES � I bi � $9210W � - 11 , � , I All"ni 1-1 A—— i � ?01#Wn* ; SPACER �, I -- L. I'll-, A' I I 11! I 'TOP & BOTTOM MOURTU40S CAN BE �, RI .- I i ,MI.=" � #___� " A W.V* ,�, ! COMBINED IN ANY WAY TO SUIT ANY 9 iffliffl I I SCHEDULE 04 - , � " ( I SCALE - ,"OJOHNN", RE . -�, � �7 , . � � INSTALLATION. W%1. ; 12 '/�- - :, TOP & BOTTOM MOUNITINGS .A. CONCRETE ANCHORS , i 9 " 04, COMBINED IN ANY WAY TO a ANY LJ I xr Isu I I - M."Al SCALE S/8-r AI�ftl;,, W �' � Z '. '. I "AN, AGIF, ft. /A I INSTALLATION, L � - SHEETS A TIMADUGH 9) . . . . . . It � I � rt. . 1-11 1�114, ,P_N�_ -;,,,+,. � .,�, L, - "", L-1 � . !A: Tk ,#, V� ..... r , WEV I I I 4 __ -, ) -1 . i I - AM -1 11, , --A-, - , - il'p -�� - -,,h:,--- I, - (i �, I I 1 , I 11 :.J,E ! I - I . I 1� 'N 1A � Q, IS,, I _; __�L . _' "�_ = 11 � ,,"P� ...... 0%, : - A,-,) 1 , 6 -1 1� ,� ' - 2E R . I - % . fy cone Zen*) I -�W', L'-W1' EN *` FLORIDA BUILDING CODE (High velocity MU 41 1, -V - . . e_,x %W" , 1110� I EXISTING POURED." , M SIAM k0arr" 4 el . FLORIDA BUILDING CODE LHIgh Veloc2al HU �C* . r . -1 I FLORIDA BUILDING CODE (Mob Velocity cone Zen*)[ - E � � *V'-' ,1 . 4004 Zone) r - EXISTING PON IM 11 .� . =`CUrE1IW -, . . 1-1-1-1 - � . � 1 — C, . WIN. 04,10 IdXHT TO of I . . ,-3/4 , � jz : 1.--.=-, 7'ti;-,�,, CONCREM BILQ' , ---. - I � -.1" - V420 amot 04 fP I 11 I e " S Mo. ft-Im. � I`.F < CONCRETE tL._,____LO-. I—, *, S =20 WOW. W� . Y" RMLOMI I " CCAVE , , 3 -, * I F 2D GAGE GALVANIZED STEEL STORM PANEL 1,31", as Merw a A, 0) 3 M. RAWIRED, I- "A"'ll, "PONT, = : 0 441&r % it 20 GAGE 0ALVANIED SUL STORM PANEL DOWN BY, I Z ., No. 20 GAGE GALVANIZED STEEL STORM PANEL New 111I , - * X 0,00. I - C, -- EDGIE OWANCE Nox-MR-90M * - Z SEE AS OWN I . , * <E-:� �_,�:> GLOBAL DATE. SEE SCHEDULE ON � TOP & 907M MOUNTINGS C - . S" ATE 4�..* �._ �__ - - PRODUCM ULC. 'Nm . � W)"A""A" SCALE ,N/8-1- . . w/26/rim �_ '. -1 GLOBAL PROTECTION SHEETS 0 0) S _-J'�'. A TE _ AP SECIM X-�x i*' TE or, I � ED. -( i *'. - � -P ANK, &W. Ill SPIVEY - SHIM 9) COMBINED IN ANY WAY TO SUrr ANY 1�� -$ Im S.W. 5 STOW CEILING AND . - O.Wr� M =14 W_ INSTALLATION. 11, �'.. I&, 7-0-40 - _ :17" rl ME C _�O... \ GLOBAL PROTECTION PRODUCTS, LLC. MIT. S -0-*-. ___ PROTECTION PRODUCTS, LLC. --- Z !k,.`-e.. ORID - / MAW 9w, M SFRW DErAIL FOR VACEfIS REQUIRED AT TOP Olt - Z 1�lk 4; 9 ��. I � � _� , b _LMIN �=Co....-. awc FAL =I- "'. �Pi� I .7. - ITAW TIEVEM a =�GT= K _� * �_' - -Ne III - - -T - -I' 20-176 20-176 SUMAM ... - `PA .. PAAKIW�_ (W)MR-7m,15, m (MAH)PAII-411nK, 20-176 111011TOM IWKS ADIJAC, TO =CCOa= BAN , - �10 M!'L In. ;Nome (WIM-750 EA,,- "I �P,`_ ....-v f 54)ON-75NA. FAX M4011AHMAN? < �, .'A WP I.N.. W - i� 00% � �T�t� i ! ORO'.. V,.,' 7, � , OW, - _04.� I I!. F, , I Z It .t_ - � a" 1 - V� wwr� N "I". : la-W � M.L= - - - - - IRA" $in CA-OQ0AAINl I .11,�";,Tli_ X "'*,',.�A IN N. E - . _ _M�, _al - - ORAWK, .; . , NROIO iiIWIM4,A�IDPINPE�eZ __ CAI. $9 DRAW N., AVON, lh1Nt;40%0V4AA " _J - - - WALTER A. i��, PX- I = , n. �_41 1 � SHUT . OF III, i � nAL-_ ---L) I 1, i - I - I , Z PRIZE � OF 0 1 :_:7_Z �_- 0- SHEET NO. SH 1 .0, ON ,' 1,^ METE ANP*RA ON SHEET a A I) .. Im SA e a• D.c. � I 1 I I 1 N�Noawpos�6iY1p 1 1 I fA•:aMTE ANCNWa SNEER b ! 9) _ems. EDGE OF WALL IF APPMCADLE WALL AND FL QR MOUNTINg� IMALL,ATION FOR SPLIT PANELS T' _. 9 '4iortaD c 't`.�N,CiTaV) . R1 r1ALM p )r a2 t,stu -- yt6a TNKCx RL 1 t' ''•: @ tr) W'. HIAIJWJ�.■ bfofA C 7J.I(id•r Tl�rF}11R. ` lA NTH' ED. '- 40 FILLED MACK SCALE: i 9 ND_ x -e Ww PANEL lPRFHIWE •AMNF I", - ma OxDIM I&RELD N.wvaNs�i Ir ac - PrA. -*P'�ii E MXr o2e 2A i PN :SCALE 1/4*-r EWE 0 My WNNTadN] MULLION SCHEDULE i m / a ,�. 7+wcoN j x i 1 MWaQ N 2 , ! / r- n t1 f .�I rwum,xAn+m • NVc 12 � i T T �. � .._� j � {-� - 2 It Now" O LTM TOP 4 WEVOMI y __�I jf. AIiWOR WNNI • (SF% YtR1KfH RaiFIXRI`a• ..-.---._. SECTION Y-Y ': FgSI SPLIT S_Ei LYNTION SCALE IJ4'�i•* 'TP NA �t �I SG6E I/8"+.1* MP,, MULLION REWIRED MP,. $PAN TEL,) * TUBE MULLION - 4; 4'-e' 2" A 3". Ile > 4'-6' TO V-S' 2* A 4' . 1187 > a•-10" TO 8'-w 2'. 6'. 1/6' SAANSSPANS - YFL(D FOR AS.. #BATH PAM.RE PATWG SPa55e ps.4 .. 6M LLE_FUBES'STONWtMEN5f4Ht`SU]iC7N IXaENtCa SECTION 1 SCALE 3/8-7" NOTE: MULLION C,4a7 ALSO BE NS(AU,EO W/0 STDRAR PANELS' ON TOP OR 80TF0M Sq THAT C S LOCATED AT FOP OR ®DTTDM OF OPENING. (ONE PANEL. ORENRNO w/ lVer MR A BOTTOM) 2 CODE (High Velocity HUMCOns IN T$ ALLAIION DETAILS FOR REGULAR- PANELS(! do INTO EXISTING WOOD STRUCTURES ,1Ati1 ' /g DNLt _ YWYA NK 1Aa'PpfE6 r L Y 1r4•. x a / K AA al } fAY A. naRP4f0 ,'.FI'A'26xRM i} MAN- 1l4Y ,A9 YOOP r C a6 >d r1aTAM MTgO,NAFA ! 9 7axtAN%Mi TAR a 1Yn W R.t F t 4'4 ANHAM`9 • C P4. - #r+a r xf TR iw1aM J / T1:` •Yap IHN4R Y 1tlR14Na fa$3b.1M Y b :�' p 1 l _ W..- aY- :W A'Pte'f4NA1! Yn //jj j4 (AM+ N.RMYb;M R/ 4tlx PYI,owN.aP- - !1 ' I tR S1 atT4 ERMTPR IPCH HFNA]f. - Nw. -NkPI Rw£ty - , . r i ._. (3I ! e"Nr UW 4LNEWF f jjJff' >. . 4 P A &C APN,TA } AY k E '" ) t :k tIX w,. atl4.ax,As:a v , ✓,� i .-_ � . �,� ", t v ...........,.:,..... �. F 'MIA -�y f{aoo• .. „ .. ... f x is 1 e .r, ; pr. .. Van r . r , i2• I L,. i , Il" I f Yx y I- I +INN Y ae• 4L 1 y1 ;ij N 1 5rT : r 1 r r 4 I �. 11 �P�ti�OP MK' 1 i itM WuH7EPC an•r i I TOOLKI, w � 1 ".i• -- - _ _ ur - ro a.,64 w -Tv ,°Na.sa°,4YpP i ( I TIVI 1a IRw wW+NrTFN N ) WALL MOLINTINr IN_�dj10N - ALTERNATIVE .f� I d •(a"'r�e'aNx ( Sa1+ 1 Y i 9 I f 1aA W to tfYY1s I ( I SCALE, ,I+ _ ,• Vw FAVOR EL e a.' 1 aR##pAT7 ITIR YeoP nAm - - ,B,{}LLD-OUT atDUNTtIMTG 0.•T & Ate x Pnp NMf O W IN_ .A�,L 71 N ALTERN�jTd1fE 1-, t ,jr ,N. (iwemn ,tu+wt+ _ ., 1--^• a+�Am�nt Nro ova a� `.' ` -, _ I Al R 4AR SGLIE: 1f4" - 1' C II LNG & FI M+R t,1t111NTING YLSLi &FLOOR YOUNTIN6 WALL M NG JNS AIjMN - LT RRAME _AW IN St EE Ti(i14S - ATM N _ DU _ �... P ISMPRESSURE+554O MAX. SCALE, 1/4 - 1 (��ASA.ITED INSIAIMIMATION •- ALTERNATIVE 2W DESIGN RATING,) ,SCALE; 1/4' • 1` SCALE: 1/4` - I' m oo as fn�ar�. i 1. Y.6' RWa OLEO ,M IIY,PI N!P4PP tri�rtntalll, � Rtw mow' FLOOR MO No 1Ncra� t ATION - SE"ram 1A IfTiINC ry WALE-,i f4' . I* .�AWnnYy J �: 1. INSTALLATIONS ARE ONLY VAUD FOR 'BUILDINGS WITH A.SO, DESIGN LOADS haw � „•••...••.� jf ¢yr sr , UP T 55.5= 2 D p . ANDANEL'S LENGTH 1 3D.'8'-8", a S`;' GINS . , S. FLORIDA BUILDING CODE : i h Ye(cDII '.Hurriaane :Zone... k \' 'i - 2. FOR NEW WOOD NAME CD:VBFRUL:iiON: WOOD MEMBERS TO BE SOUTHERN > PINE N0. 2, w/ SPECIFIC,�. t �. .P2O2D MTM ENO. FP. DENSITY OF D.55 OR EQUAL No. 4167 s 20 GAGE GALVANIZED STEEL STORM PANEL 3 T - DwWiY er: - O 'FOR ON n CT'K)NS: s i Sr F OF �. __._. d a GLOBAL PROTECTION PRODUCTS, U.C. D;, I S •. / LC- SW. 51 STREET F1 ' TOP & BOTTOM MOUNTINGS CAN BE irdc'•. RIDP, TILUr 7Txn11D a EMOBILOtINO COMPANY CAM FI. 3711. COMBINED IN ANY WAY TO SUIT ANY F C'f ` .. AAA L x >s rNRNAt aaNNOR n A.xae P1NRrf': tasta8�-7544. MI Ns4kbn-HkR7 2Q-T76 INSTALLATION. :yrsS/Q tALk� •_nr-� * PAO aCn-�Po0Qi1c m-,N1 �+M•' ORM.4 ka: YrrY111f nlMtiT WALTER A ryW7 off 411H7 t 10 OF 2/ CCNCRM ANCEI RS CONCRETE AK%ORS FOR GONL'I1ETE ANC fM SEE S�lyk ON SHEET ,§: (SEE SCHURLE ON (SEE SCHEDULE ON FOR MIOOtl SCREW- 5EE 5 ON SHEET 1S SHEET 14j ` SHEET 14y <.. 3''•' T, & 1W/i5 M" T fF4 2/4 2gJ4 3/4 t� 4/4 to 2 & 1 N/19 3• MPa VIOLATED CONCREIREWREpa, ._.i '-t• Q * wn. POURN CONCRETE y _ .. REOWNTD - r5 1. I I 1 i 1 b EIJI I _i ` 1 rzT r r �l 1-SEE SCHED, L' ON _ - SCE Spi®ULE - I i 1 i {i I SHOO 14 ( I + SHEET ,4 i - 1.OND PARW t [ I (MTERMIR C (KMVM PN&l) (IMTEIHOR. jjPANEL) k I I (ENO PAMEL)� Iron 1M0n. S5EPAWMRIN I ED CLASS ��g /37 Wad * O EVERY $ WHIC NIP MUD a 12 1/2' O.C. S71R3 a 11 Il O.C. +"sA1W' 1F R AILS MM. (SEE DIX. ,fuj� ' Ta�j).a ,a t 7 o:c. a� (rAs€1 )� ._. >mo 1'x 112 Dra. De7. zj 4} 1 i 1 4 (ALTERNATE 1RCATKX4 i 9 A7 END. RAHOS {{ k III � �.l„• 1( BEE 0ElA4.5 Flla >v�/ l 1ETUNTE lOCRigN � �- }: OETAD5 t f4 sLE J � I 1 !! I ( / JJ E POURED CMNCREkEJ)J I k 2 i§ / i 1 1A.00N WALL r RETUNED r (-I►tA 2/A, 2AA 3/4 w 4/4 1, 2 & t, Z & 1W/15 I1w/15 I _ ALTERNATE LOCATION _,• 3 j i I -= 07R LIFE SAFETY PANEL L_ 1 I 7 AREA W/1AIO LIFE SAFETY PANELS LOCATION OF APE (SEC NOTE ,BELbW) 1I- RED" PANELS Wf OR _ -.-. SAFETYP_..-..__._.... ...W/O REDULAR TRACKS y1v (SEE NOTE CONCRETE ANCHORS_ 'rr._ :ir / ;- REtOw} P LAST PANEL , TO BE NSTN.LED AS (SEE LIFE SAFEry PANEL OPE SHALL ° SIAB PTI 1 R i E TO ALWAYS BE PROADEa W/ REAR µt SSCHEOULEHEE7 ,OL.'r POOPED WNCAV;1E-/f S CwA REOUPEO �) TO FACjATE NSTAWIRPN Ir IIIENOED CONCRE7E.ANCHORS j"•'t"'. 'i TO BE ICTALLED 0R REMOVED FROM INSIDE' (SEE PPP))"""" ,, OF �7RG�DI,RE. T� ;,._„_E ELEVABON. WALL!O_L.N�T�.G �WALL AND �20R�S�3LiQINA_ O N SCME 3 32"-1• - SECTION 1 SCALE, 3/6' . 1" - SECTION 2 SCALE: s/B" - 1" 0 ocip MP 'i'.' F.AaTTT�TDN All'E-E�iST�"FA..E�i.')'w..$iirt�.. INtte. Tdt{;-,:. 7. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST' PANEL) OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS), T(Muf rNN1E)TKvR PANEL4.. 8 �(N:TEara4TE /DOAAOH UFE SAFETY PANELS MAT OR MAY NOT BE INSTALLED ADAACENT TO R€CULAR PANELS HEE NOTx' 1) AT ¢ANELS- (W/ OR W/O REGULAR -TRACK$.) SEE +�,r. Eg ,P- UK SAFETY STOR PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SEDTiON R PER COMPONENT , SHEET 2 OF DRAWING. SCALE 3/32*-1' THIS PAN€L A)"LOWS tMILE TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3. LIFE SAFETY P REQUIRES TOP TRACK TO BE COMPONENT®& 90iitiM TRACK TO ,A.TT`""p ITICLIY"yy,, BE ctlMPONENT�AS SHEET Tests iC,A PER 2 OF DRAWING. a� ........ COMPONENT O MAY BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS T & ? ' "ENS •*'• j 2 ON THIS SHEET, AS WELL. AS DETAILS i & 2 ON SHEET 14, S FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,F. Min. LENGTH FOR COMPONENT ® 6 is,' - N 4aam 7a1t u� SCHi0ULE5& 2. SHEET i+.. ANCHOR SPACING FOR COMPONENT �aNCHORAGE AT BOTOM 6 GIVEN ONL • - •k = 20 GAGE GALVANIZED STEEL STORM PANEL tam P, SC)+ COMPONENT'} MAY BE PERMANENT OR REMOVABLE. c ATE--^y�t�i�•��`-�� r'^`-,�.°y 6, SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHE)- 15- �' 9 01 p' "' �` --- --�"'" r GLOBAL PROTIrE.TION PRODUCTS,LLC. ml�� .yLS ''.'••••1•L 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO HNE NEDESSitt FOR THE INSikLA1{oN OF xs FxNG. CO AMA FV_ 3w,i 24-176 Arr aT ONT /✓ wN. OLIO LOTH. rAxw, rt Pt -HOW-- (RS4)rk1I nO, FAA: ("666,67I7 SPACERS AT TRACKS INSTALLED ADAACENE AND BEYOND. TO SPJCCOf wOD°3 BANDS, AriINY IIMI I` 'r* . QM'D Ax Mb , M (w a+v-aan ' A,NM &1mN+s'R Mx -r: DRATAm Na. CA-0000714 - PS 'ER A. EXIST i, P.E a q,. aa-N4 A - A,E6x TS or 2H MAXIMUM PANEL LENGTH OLO SCHEpULE (MID ONLY FOR &3 INSTALLATIONS AS PER SECTIONS I INRU to. ON SHEETS 4. 5 & 8) * SOLIED W/ t/4'•-2,NI' SS. MS & WOUT Ar OEDd,P ! WUWIN OF PANEL II Tti %XLSTICI COME ME G{}�iOM BL+�GK S't�UCTURES (VALID ONLY FOR PANELS & 0 MISTALLAPOw; AS PER SERITONB 1 THRU '7. ON SHEETS 4 & 5) ra4�tiR`AfITjA �`1�� 1GENSF sy - FLORIDA BUILDING CODE (#t h Velocity Hurricane Zone) No.. 4167 *; o2ma la.TEw• Na - . -. to 20 GAGE GALVANIZED STEEL STOW PANELS DRAWN Ens s T E 5 D7JUJ2D2O TAF c .-...,__: II�� E C O t(Rt. GLOBAL PROTECTION PRODUCTS, LLC, ,,. 3 / .. 'bd. Tr�Avt14(Fbr}�s-H7.4i R a PHONE.. o04R& OM2 M1.4 - am V, 20-9T6 rAFNA META§ w '- tE -cAs aaI4,4.N aMr er. 4e. NaP,ew ' RiE DRMNPA Na: fALLFFNCA; i21,T7 HT #T RATRJC sR �(`gr,L9 � L�� } MRHWM dE9ARAi7(1ti m CA45 PMEL WNotTNON �plp 6 7NiM +s5a, -az.o r-s � Lcrs 7 tf+• u,�laED , Tk�u 5 � 453.5 -77.0 I s7' S' 1O a -9' Mv, 7 3I4` 1RI80gEEF 1 TeeN4 S K 7 +55.4: 72.0 11'-2' May. 2 iJZ' ` � � Al -MLO t2'-+^ OR LESS 3 , J7' Bf �7T#b ht IPMEtICIN A b & to IAAXRRlM Rs.b DESIRE PRES5UE RaTNe (As.r.} NAneuM ANCMDRS 51•AETN6 FOR to, . a Ilr " Ay1NDCAttli rn. I SE,GnWfS & UA%aNUY PANEL ANi CriKlr7 1 lfPWi/ 1' (K) � TFW1,N i TkPSON Cf TAP -GRIP CAM-W P:VCOIYATE FRAME a P YA AIN.t TE Wd6 m eatcAETE CONCRETE to r»Nexne a 10 EANCRETE D ro IXXR4ETE m ealcaElE ' NbHlTi�iE N/A N!A NIA d• I NfA 4 ArJA ��). 1 n' 5' NfA N/A a' ti d' , 6' C d• 1 {BOTTOM} it HIR WA N/A d• NJA 5• N/A 6 N/A 2 iTa�7 C R/a N/A N/A 6" j N/A 5" N/A 5' N/A 2 (SIiTaA) I -72.0 6 NIA N/A NfA N/A a' MIA � 8 4 ` OW'1 ; 7'-s OR ,sss OR trss S�tl NJA _. N/A 4- 6". �..- H' 4 6' ,5 (Bbt70M) i kfA N/M1 N/A. 4' Nf14 a' NJA. a' N/A ? (y.®A) 5` NjA 5' N/A N/A 72 If2° N/A 6 t/+" ts" t2 IJ2" d Tf4` C a 1I4" ®' 6 aJd"�., B' d 1!A* R. O i/+" +& 7 (TTTNfj..j S TiBeiTUla) A9 SEE INNETiTS'1O tr 11 FOR ANCINORS TYPE ! SPIDIEC fqN INSTALLATIONS Itm WTMfO FRyiC BOMOEIa MNMU)N ACpgR' SPApNl:5 AND INNRWAI fSIOE NSMMOE ARE agMAiEA Ob: THIS SYXWDIAL- FOR ED. LESS FDMN IIRCRTEO ON SCNEbULL REDUCE ANCHOR SAM1C/A7 B7' MLE7IRLTNO SI•ti+IYs 5?HQPRf ON 5ONEDUSE BY THE FOLLOWING FACTORS fOfl iN5 OPERATION W �PO�IE. IS7'RNCED TRM✓.T:C OBMINEO USNC FACTOR 9W1 NOi � LESS ANON MNNYVY SPACNN INOICA7E0 nM FAbN AML4iP4 TYPE' AT ANCHORS L11�AD. A117f1t171Pa - 1/•"• '- TrmP _T/c• vs -a. Tfc. -^.. ti+s Tf4^. wx-N I/+". 'sow -ter iN :WOER wpNa Pa) ! ` 1 ] 2 1/3 1 .+yg 841MHR ias.s,Y (4a) ] T 1 1 5 A i/S RA.,vl e,7Y.A4, aMds awl 3 1 3 ,h $,/2 1 IJS +W11w.6t (� MOM iACfDR f 1f5• 11 A - - ' 1_ , oR ,.W - 9aa .w - Sy tpa :.Oa t:w Tf4• a 5/8' LONE BRASS BIm7ENG III INSTALLATION DETAILS : FOR REGULAR PANELS & - l _LD 1P.-LENa ss. ALTO W B TAP D 14' PANE{. LENGTHS Ili AND 6 1/4' O.C. I� EXIS WOOD. STRUCTURES I , T -8, i MR L TIP r0 a` GR t6 is - ATE F R MEE W i 'EGA #2.. 2 i/2 THREADED T ' O. C. 12 1 A, a FC. WIT iD OR AANEµ THREADED 1 LION 7a N f0M ALL tE1Mn6 Ifi FADER HUMAN > -v a -Be, IK, - ........... L: t/A yq ;14" ., .... ,,. I m dWMG • i t 3U TY + r} t 1. i 1 I F f 4 .g' t� H %t 44 t 'dl It I �:! L IY6n 6 d' ) I' ER � ,Lt j 17 r I � trt l 1 I' II 1 I,,, }} ,r i IE I. t'd' `"n T ER+ Ea a}j 5� yy A 3 C4AN. E0 v iE EO 1 I { SOOT fWAOER. R !-. - # 9 A . T, BR.W NUR W1yg0 ask --4- Y---•'-' - ) •--- -- •;F ^-BEE ALTERNATIVE 1VV SCALE 3/8=r ALTEBC} M 2W SOME 3/6-t* ktDULEAMC SEE s a 1 t $CNEOIA.E tti SMELT a To OLAS•S_ ,ION I FOR TO GIA&S d t f "� 4. 12 l aa. - E I ED 3 44 OR f E0ED E' ED ED 5 2 E J @ L ._._... i E01 H l j,.-I;tsa':L•. 3 r.� 'EQ I wR%4 PoATF f 1/4 I.O.. 3/6' IOW BRASS BUSING "" % ,/4'•-10M2" Sd MS. e 5 1/4- 0.0 FOR PANEL LOOTHs UP To 5'-r AND E J A-T)[8-; .11AA,• S3: - j' \q NL515 x/ Jf4`ROff '. t_-'i a Via`• A� • b' Off _-S5 {otc PLATE 7 R - .t .. tk . 1/4' O.0 FOR LENONHS 1P ED 81-e" a.. 1. r>N A4AIi E OR r14-10 FNMELIATE f(MNi 10 08 PAHELMATE PLUS B 12 1/r 0, c. KEPT 1 -� ld'a 1AS 2ik6RS W H' QL x ALTEgy ?IYF' 3tN TSCALE k { 1/r IIr* THREADED PENEIRr.TIDN ATOF WOOD TE FOR �I 2i4PUTS - 1LR WTI. tKMF1P9 PEErt?RNkMt ; -I a 3/6-1, ,ALL LERGIN UP ED: M. REWIRED A NAME WOO DiRUa 1pY OU�pNyTyIE�, GymIINUAALLATION *- DUN QNG INSTALLATION COWM NOTE : SHUTTER TRACKS NOT SNOWEI O CIARRY P.6� FSEVTFI,A.7.EA.-.v' SCALE Sf8P1* A� IN day SJERNS15Ai/ SCALE 3/8-1' di1Si5 ,A TTATSM"tIFNIl* N, T Lt}%' I, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS •S 4t�' �: *' r r' N ., �I.... I: `�kl( -+ 5 - UP TD 55. , 72.0 P5F AND PAN S U T6 -8 EL LENGTH P B .. r ' � �', ' :. FCODE TBUILDING LOR DA 0 s h eIo V NurT1 cane n Zone) TNU TI N` W DO MEAL RS TO SOUTHER N 2. FOR NEW WOOD FRAME CON5 C 0 , WOOD BE 8E R ^ e ND. t "D TRIM W_ EA.y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. x .DRAWN * 20 GAGE GALVANIZED STEEL STORM PANEL R()'�r _F(/j-,(,}F(j1[E/IT4dN .:F c. (3F __CT1ON_. 2.'E -- • - ^-"O •"-,.2 C)F. - •. __"'--. _ 5T ___ - q =. NRNNNa...w., �t �a VR d61 kY- GLOBAL PROTECTION PR D .' CTiO O LLC Us Otf2df2nP0. qnE. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY •5+>Qii ..NOL �1D ,.. �-�\i A(• _ '/ rAy 'rsT• ( TVe & E?181NL %W cOmr%HY AN 5,M x. CIA. K@Y 4N .1. mm.: pMi sn-, rw"g an3 an-sar MW SWA. 55 STREET DAVE, R &MI. nroT[: (W)AN-7w. FAR: 01M)NIP--81" 20-176 INSTALLATION. A• LAMA ai t 4�,w Q a N mra ,:m Dw&w0 W: NftT Nit a 44Atf4CNAi1AT/[KTE WATER A 7RliT dF. P.E , m IF-1u 4 - - &H€J tI M Pd STU (11 TO 1 . e • i / 1 a. `4- dA l a •A. .A� f. eU i'�INI W ..i i.__ 1: .M ,14 •. an a EVIEF rnERU (12 1/2' O. C TO HOLD PANE 5/6' II- (CASE I) W Min. (CASE E) wxmuA ABA. DES" PRE9 NE WISING .,.t = woo,. - - a TAP-daP WX-N AMICLM E (00i£ 0 PMCJ ME " AP%1C18E TO 5ECTV" t . COMEMMMN of TEEM Mmvw PANEL. LiR M 17 fnij - Tn - E BLDCR 70 C9NCR4TE ODNCKE' T &OCR m CONCRETE C E TO BE=CONCRETE TO To I CONCRETE BLOCNt. TO CONC�tE. 'D BLlXnN 8' NIA N/A N/A 6" NIA B' N/A 6- N/A , & 2 (TOP) `<t^t'•Q: -72.D B' 7` B` D` S. B` 9' 9` B" 9" 1 (BOTTOM) 5-O" rB1 LEER Ir N/A N/A N/A B' N/A 8' N/A 8• N/A I dt 2 (TOP) +550 -7Y.D B" NI A NI A Ni A S. N N/A 6" : NIA B`. NI A P 1 & 2 (TOP) 7-a. [D.a'-a" B' 4' S" 6'. B' a' 6" 6`.... 1 (BQTTOAf Awat fl3 AS.o Dom PRSS'UHE RM1TNC m•r. , (5'BRP a 5/w Mn FROM TOP M MDLE'j CASE a (SDn Na r ION Row TOP or A 04 A:PPLR:ABLE TO SECTIONS f & 7OOOF THEM IM7OMUM PANEL LENGTH "i' (ft.) T ;D 449.2 -61-5 3- 3" 4 1/2- 4 II2" 2 (BOTTOM) 7'-6" OR LESS +52.R -56.0. 3' }• 4' e 2 (BOTTOM) r-6' OR LESS +554 -7210 2 1/2• 2 1/2` 4' 3 1/2- - 2 (BOTTOM) 7'-6' OR LESS +55.0 -72.0 2 T/j' 2 1/2' N/A N/A : 2 (BOTTOM) 7'-6" TO 1' 0" NA N/A }' 3' BOTTOM 7'-" 8 rCD 8"-:B" ALTERNATE AT ENLOC PANEL 0 r r B e' as B L 4 a E 1MskanA, wan IRSgN tt... Pu+a 1aMni IRaR4W NtA7Nc 4+1) 1' (M1) (TEE M:CTURS} ,y4,NI,N 9FPaA,Olda ,� aMss PAREL [rsl N). 5S0 _72a e'-4' , al:' ,Pi4.WD SEE SHEET 15 FOR ANCHM TYPE It SPACING FOR 0WALATRINS In0 WOW FRAME WASIAK, MNwNM ANCHOR SPACINGS AND WWW EDGE 0STWCE +VIE INDICATED ON Ift SCTICOML. fWH f Th" "Cow ON SCHMA.E REDUCE ANCHOR A'AtlNG 81` WtTPCY1MG wwVNG SHOWN ON SCR ULE BY THE MUM M. FACTORS- IV THIS OPERAnOLH m BE POSSIBLE REDUCED SPACING OBTANEe USING FACTOR - NOT Be SMALL LL55 nEAN MMHMVM SPACIA3 SNfNCA7ia FOR FAA/,N ANCHOR TYPE AT fNC7N0R5 LEGi!ffi. A7BRnR Tt4R t r* 4 / _tMK4M,• i 4'r / J4 r A r r I MIQWIiC +' v. cNk-N M[ , ANCHOR SPM OR; (fir 4 < 3 3 2 1/2 'eYmRmT Mx h'a) A- b 1 1 a NL1AW Ba[A a41 3 1 1 FJt � 3 H/R 4 AaBYL. i.OL QDSE II�IfE6j fBxINR 3' >.ro 1m NAO .w NAM ONLY FOR AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 &. 6) VAXIYUlt 1tAft" mo oft SYI4ANO -- ASD: OE�cM -- WCON CF TAP -CRP CAN -IN PARCIMATE FEMALE ID PANEIMATE PEUS sow SEE APPLICABLE. TO SEC1K1N5 % * MMaMOM PANEL TI rta7mc TO C#AC4ETE TD i CD,LOCK BLDD+c TO CONCRETE ro I CONICAEIE BLOCK m CONCRETE TO CONCRETE � BtoaT T4 CONCRETE 1 TO CYBLOCKIE BLOCK SO CONCRETE TO LOkLG£k7E 7n0cx - TO CONCRETE To CONCRETE - elolac ANY COMBINATION Or TNpx LxN.crR v TIE) 6' ) N/A N/A N/A B" NIA 6' N/A U- N/A N/A NJA T (TOP) 4` N/R N/A 6 B" 6' "B''N/A(NJA 1 (BOTTOM) E RIA N/ N/A 8" NfA, 6" N/A 6' N/A N/A N/A 2 (TOP) B" N/A N/A N/A O` ... ; 5.• N/A 5` N/A. N/A N/A 2 (BOTTOM) +55.5, -72.0 8' N/A -_..",_.- NIA N/A 64 �N/A 6N/A 6 N/A NfA N/A 3 & 4 (Top) >i'-5"T`O B'-a'OR. LESS 54' NJA N/A 8' 8" - 6" 6' B" N/A N/A 3 (BOTTOM) 6' N/A N/A N/A R. ( N/A 6' N/A 6' N/A N/A N/A 7 (TOP) N"' i 4" �N/A N/A 5' E u S. 6' 6' j 6' a N/A •N/A 4 & 7 (BOTTOM) NIA N/A 1? 1 2' / 6 T 4' / i 1 - 2 /2 6 T 4" I 6 1 / 4' . 5 1 4• / 8 1 / 4" ! 4` 6 I N/A N/A 5 (TOP/BOTTOM) 50.01 -53r3 NIA ( N/A 12 1/2- I 6 1/4' 12 1/2' " 6 1/4' 6 Tf4" 6 M1f4' 6 1/4' 6 7J4` N_/A N/A 5 (TOPf130TTOM) b'-W TO TT'-2' 55.0, -72.0 N/A N/A 6 1f4' N/A 6 1I4' � N/A 6 1/4" 6 1/4' 6 1/4' 6 1I4" N/A N/A 8 (TOP/BOTTOM) '-8' T(7 t}`._2` N/A N/A N/A i N/A N/A NIA N/A N/A 6 7/4" 5 t/4' a 1/4` 6 1/4' a. 9, 10 (TOP) 43.8, --48.0 8" 4' N/A N/A N/A I N/A N/A N/A 6` 6" a Ifs" 4 1/4' B (BOTTOM) OR LESS 6' 4" N/A -" N/A N/A N/A NIA I N/A 6" 1 6' 6 1/4' ! 6 1/4` 1. (BOTTOM) 12'-4' ON LESS N/A N/A N/A N/A N/A ] N/A N/A .1. 6 1/4" 6 i/4' 6 1I4' 6 Tf4' TO (SOTTO.) SEE SHOM 10. TV AND 12 FOR ANCHOFS, TYPE & SPACIi1G FOR W57M(I.TIONB ,IRO WOOD FRAME MINIMUM AMoVQR SPNCNOS AND, MINIMUM M OF?a ANC.f ARE WMAIEO ON THIS SCHEDULE, FOR ED, t : THAN NOICOED ON SCNSOULE ASTRIDE ANCHOR SPACING BY t:RN,'RPtnNO SPJ0NO $NO" ON SCHEDULE BY THE FOLLOWING FACTORS, FOR 716 00IOUTAW TO 69 POSSIBLE. REDUCED SPACING OBTAINED 'A" FACTOR SHALL NOT SE LESS THAN MINIMUM SPACING INDICATED FDR EACH ANCHOR TYPE AT ANCkgRS LEOMO, NI�175P[ Tf4"s t/4's ff44 I/4'• iI4-r i/+'P OF 1Na-F11P _:PDAttE o TNX-N sTtRF-x7 Mn MOM IPACWC 011) 3 11/2 3 ••WBF aaAY13 1knN4K (b,j{r.a A 3 1 3 ] 11/3 � N.a Mml Itb,®.I. Ieep psJ J� 3 1 I/1 a tjS a tfT ALRtaI_ Fb QDZ F A •C ! 0 EE A. T!tliT'h VCENSF' :v¢ i FLORIDA BUILDING CODE (High Vef"Hy Nu cons ton ND. 4167 = °° tsi€C6' 20 GAGE GALVANIZED STEEL STORM PANEL DRAIN ''. ST E r-�� A' _` �-•, a�-'�"' r.. fiM.'FCQINB kj GLOBAL PROTECWN PRODUCTS.. LLG. m/7aJmm ,An: 2O 76 T .:..._...� '' 19 y "'s" "�✓• : HEN PH,A•x . 47a. < tkaR �,-,aT b;M. 01 5T EQ I31Y4 74. 5+ : 7 d.H 7 Mom- SAT, FAt`:(454': INSTALLATION Q IA iS FQR REGULAR PANELS dui INIQ EXISTING WOOD STRUCIURE Ikk `li 1 I � ( 1 - T L' a ��' 4 PAiE[MA PLDS '. ,... - ;., i 0 PANSLMAiE PL S 4-1R PLUS d D TE I / 1. 4. @ I DC. W 9 O �+P 8 Q.C. W '1 7 8 I J JB" I I / I / / I fi f i T. 6 7 4 ,0 +. 7 8 TtiRFADED PT(NETNA T P TlW.NETO nEN Tq MSTINGO W HEA TO WOODPENETRATION S • r 3 w H&AOER H wDaD a Exrsnwc WOOD E,6>ER E%IsnNs YeDw EXIT NG FADER REQUI $ t 4 i 1 i, i t )' r 1 I`, a ) a r, .,E 7 7 SY' F 4M5J32' 8 d 0&ccf )d.&Tfa` O.C. n I/ ox A/ QC - WOOD HEADERUK t fOUIRED { 77-..-. Ir Aw FE mRmu ON ±EE S�EIXNE ON I' %EA. SEPAR,.TIC I -. N. SEPAMT* m 0115:. z I TO OtAffiG L LAM - - . . - - Mw PANEL. LENGTH - `.. NP.c PANEL LENGTH 7 ..--.. . -. MPx PANEL LErN`7, w tj4'4-take 5.S `- (SEE NOTE 1) IJa• SORT ILS._ (SEE NOTE t) f 1/4'A-202,'s,s j (SEE NOTE tJ ff N8 Wj 7/aY a _ i MS w,r 7/ro , _. f? I M5. N/ 71 a ( a/.u• 1 _-.. ......, _,. __ p ',, a 3/u- TY oRM 1 f E1RRT �,y i I 1 I r I °,O% , r ' 6Qx R r �' 'Y. F - L I MAX b w:• Mnls , e7 i t LV € s N 2ax1> t `a t dRa W ! %2 ! YaHG IPtF � EO E, } IF f7 1 * 4 OC L GIs: O e" D.C. Wj4 ifII` 3 I: NN. TwREADE'D 2`.4- WOW PLATE '' t4-T0 PAdiELMA?E PLUS 2'a4' WOOQ�:P:ATE 2'.e WOWr__ , I REPORTED RETUNED __„__ REOUNED li pENElRATON AT {{{ &T OPINE RATION' eBe j MIOWIOTH OF PLATE t MID 1NVTH OF PUTE L I _ i f4"1 LAC SCREWS 0 , - B O.C. W/ - //STAGOENED ' � I �RFAF#O iPENE7RAnON ..= -.--• - AT MSWTDTH OF PLATE SCALE 3/5N1' - - SCALE 3/8;n' SCALE 3/a^1` BITES. 11 INSTALLATIONS FOR ALTERNATIVES SW,. DW & TOW ONLY VALID FOR BUILDINGS WITH AS O, DESIGN LOADS UP TO +43.8, -48.0 P•s.t. AND rMA``Aj1Q� � iT'CEJj'44 PANELS LENGTH UP -TO 12'-4" NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN z FOR QD ME k � fi PINE: NO.. 2; Wf SPEGRFrO QENSRTY' OF O.SS DR EQUAL, � FLORIDA BUELOiNG CODE: NT h Velocity Hurricane Zone m COo7O 111.TFkb RIG FE PP. = NO. 41 .. GAGE. GALVANIZED STEEL STORM PANEL NrrtF FOR COLiBIMA�++ LsF. «'GnOtHs. 2O GRRn+ eY: TOP &BOTTOM MOUhTL11+GS CAN BE ' COMBINED IN ANY WAY T r SUIT ANY j onr , ST TE w - , a �N GLOBAL PROTECTION PRODUCiSa I.I.C. M c f` L L C 0 rK�C� INSTALLATION. ., f!A(:.• RiO T aeaA, 4W:31 STIt y a"tE n STa14 20-176 {Cyr "' • • ' 4 A.tF . A 4y >a. K RMA - n .1K TIOfQ SRS+RE>ar-73d5. FAc (I54)/�-a7I7 N S/ ♦ (E* ti ,-tME71k,-+Na ,N. , aaW Im-1m1 ORMOND rI/yFftf NP11 t1 C YAlf51ONr.7URffMTE IA. TLU7ld r 2 MMUER A ISL7[ dr.. P.C. ,-1V t2RT,P W pa TDETAILS I'll U SCNEWB s s as W/ INM EXISTING WOOD $1R i TIVRES It i 1 'A T I j i ' f DR � 1 I � 1 4� •1 E3� ! E'O� _ auecD 1 1 1. RL�US [ T O.0 BRb} a 2 Tj2 y A{,N R TIVE I ALTE NATiYE i I t a' IArt `-.- 4Y41' E iJ NMGFWH (kB$)TJ�•� f4 SEEsckeovu ON 14 k 1 2• . 10 GLASS ETD [Q _.� - 1 Ng00.PL1TE RE10W PLATE ROW PLATE 4 ' AEOiINEO 3 H �rr ' ALTERNATIVE 3 ALTERNATIVE.,A P'a4 1E REt7UNEQ I TM/in. ThURE'ATafD s P SIR / I I/Y PEk1LR{ i/A'R.W3I8' LERFD rwa"CWJ T i`P--2Qe S.S, M:'F.. a S• 0 ap &TERNATI'VE WOOL? FRAME CONDI�ONS ANCHOR ROGATIONS tf4� PrANeMN,Te 7EAWE m DA PAAEDAMTE Fs a E' D.0 W/ i t/2• WA. TiRiFADED PENETRATION To T7RSI04 WaQB SCM& ,= PLATE NOTE : 9HVRER IaICNi NOi SfgWN FTA CLAIaiT WALL MOUNTING L1�AL ATION �n i p,t TILL •,....... ?�� ALT.EaIRNA ME 1 W 4,..tiNGENSLr sDWE 3/a• I' s No, T FLORIDA BUILDING CODE Ht h_Vs1ocN Hurricane Zone) = Ysxom 11LTtm, IMc 20 GAGE GALVANIZED STEEL STORM PANELDRANN at., 3Dffi t, tNSEA.4ATN7NS ARE ONLY YALKH FOR BINLOIBTu WCM Asb- DESIGN LDAOS UP In +555, -22,D PM AFND PANELS L£wGT'H RIP m B•-a'; $;,-,� r- f - � •._.f1 R10�,� _ '_ )'�'�'- � CPJaJ96lR GLOBAL PROTECTION PRODUCTS. U.C.'DATE 2. FDR REV WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PNE No 2.. wJ wVO4; MRS M of 0,55 OR EQUAL- r, �.. - c�( (t,. �• "r m� % TAN{lNIL � . I G - -M s.W 51 $IBM "- 1 FNiG a PLOT COAL ANY RAW- FL. 3MI4 rlv: 20-t36 111TMAAtt t "thmPN :gaMNy'Pft�-t L iF mAalw PNKFR".RRS§.iMP-3ses. [I"N)9d8-a7R7 P.E. SE+Lf*.A<awTUREJPATE--� CA_eODH71A. iRAL.TER w RWY Ne ,w rdas ba am rNeAaN rN mNNNI Nn: ayCkx 1E Or' 2R -T� N N C_ CO � U Q O co -0 n- O - O E .� -0 O/�' O L .-� /O'� VJ W N 0 CL U CU 0 L U r� 1..1..1 w Z Z Q J SHEET NO. SH 1.1 7_______ __ - ,--- - ___ ...____-.ANCHORS (SEE SECTIONS ON SHEETS 17, 18, ;9 & 2D]v---- ----------- -----,---- _ 1 r3' MAX. =W1;7;�N4A/I7,,5A/I8, Wis. 3" MAX. 'i HMI "I LAW/ 9 & NAW/20 r*=j,,;9,",1.g;,s a Sai I' MON. � I- . _ .1 _ -,- ___ -".-----.---,--,--,-,-----, 0 �� 4 ... 1; -_ f I I � I 0 0 © JF 0 �___ __1 __671 q i � I ,� i , , I I I 1! I I I I I I ! I it I � 1 � i� I ! iI 0 I � 0 1 0 ;, � I � OR I . ! I ( I�, , , I, . I L,ft � I . ,nottem + I i,wI .VC,w SfL PANEL' p 4 � I I I ILECOLl-,"' .E,Q�- PAWL I . I ! r �, ; I , I - I � ': I � I I I I -4 __ , ____t_______ . - - , , `� _L_1____j1 1- , *, -_--, -,----- , - �'j �A � I v3r , , 'I ��_'Io�� . � . _._�� , , , r � I , � -, �, I , z � I _� 7 p -7-� - -- �,+, r I I I , ? il , , _L � . , g� AT , ! �, I I "I - , , , , 1 � , . i .I '! '' .1 "I I'— : i �: I .� � I i 1�11 , -_ ': � I - � I I I 11�VF� 111 I _1 I � 1. . ,1. 1111 I - , - I f [ 4', Tp, ;I . ! .� ,a , ; . � ; ; I � � I, I , i ; I I L I I � :1 ; 2 ; I � I , , I " I � i t � . � : . I I z - � I � e. I � � . __ - - - - ', - - -, i � - i .1; I . . , , � . . il ;--4--------i-,-,"-�-�--�.-,--I 1_1 � ] _... I i ; i z I , I. 14__;_ ------ �_---�-z �--, . . . : : � - i � : � ; T 11 ___ __�f� I . �. 41 , w 0.14.4o, I I I � ,� I, ��;. t _ �- ��;� I - - 4 Max, '__-whi �', *m HUT a LEFT * Foe Awn, L�k� I , 'A L -1 sv I 1, 4W`17. 5i - :*174!i�f )III &ISI'AW/21) EXTERIOR �: ML*� A' IANL' � 0*110, 7111i & asw/2o I MIN,', - ______ - - - - ______ _,_....,._..__ANCHORS _ -.__ANCHORS (SEE SECTIONS ON SHEETS 17, IS. 19 & ZO)..... - - ________1 I—— _1 OPTION #2 FOR LIFE SAFETY STORM PA ELJ) ELEYABON SCALE S1115--1- '/' t GAP I SCALE 3/10--l- 7111ZW21t.,Ai IW!J*Iitjzm;i:i*li-ilj*kiln:?,;"%lizIelxr.wwnw.�lI 61 , A I 1: I ,k-,I;Lfizintum,ri;IL"Lgj.ym;rizjg-wt:.gzcelgzmiLqlggq;l:gllllj-x,I MAXIMUM A.S D. Mo., PANEL - LENGTH I I I DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL I P-D RATING (p.s.f.) (SEE SECTIONS) TO GLASS ON N EUN ] +55X. -72.0 II 8'-B" 1 2 3/4^ 1 BOL'E, t i � : I .1 MAX. PANEL LENGTH (SEE SCHEDULE) � � : I � I CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES .� � . . 1- - -T., � - -.i - - - f-_-- 1� : , I �1! �._ I ----- I � 't; , - I .,l � . 1, I , - "I - j , - I- , 1� f , , ,�: - .1 � � !IF ,�, A ... -, , I ,,1 I , , � � I I ,�, � ..... . , , �i �, ?, 1� 0 MIR " , T . ,; ,�, ADEN � ,�, " WALDEN 1 1, - " i�l_ w(gur � I ill;. " '�_ZCDUZAEIER I 11 , nolf I" ,�11" , ! " =1101 _� d I _f '�� - " "' ,il 1 - -, 'f QuIF;w " . I I :t I I , I � , � , , "I ,�_ � 4 ,,.L__ ___�,_:, � ,� I , 1� , . 1/4'. TAPGON 0 ir MC� ,1- 1-11 �_-�� 1 , . - W *Mi TAPCONtk , , C. I I I ....... "', � " '. � " q , ___ _4 _% I 1 1/4 a 6, D.C.oz� . � �, , , I i � _'117 Ir Miu. " I Ill " W , TOMPEACIED, , 1 , I I ',�� it T)MEADED A I � I , �- I_— ED � &g.,;'NON, . � � I , I(A � . �, � ,, I., AT WOOD 1, t�l � -� I PENEMT*N AT wow W, Eziiw . ,it ,1 � I I I . ��l - , , � . 1 �, i , HEADER � 1, ,F j WADER �JP WADER I., ; % I " HEADER . . i � ii 7 1 1 � I I i , I R � I �i � 11 - .. I� . 1� I! . I � 1, I � � , 4/12. 1. I .Q MOV6 � ; ,-I . , I I I -M*M I , � . . ., I � - 1. 41 . 1 ,1/4- ;, .,2- '1� . . 1/1* . 7 1 - "++ . ; c I - r I I r 1. I l� �� I I FF`O_ fT MILK - I I I � � I , -- � I z;� 1�1 � I , , A O.- - , "" � � - I . - a... - I " - I - I . -_ _ I 1 , --- . I 11 , � I I 2- � .4 . p � 2 - I � � � . � . I ; r I I - �, � � I I , I � , �� I j t I I I I i i, I i , , � I I I I I , I i . I . - " I NFK_ , � p ["" I �111 I � . � I : . , ,IF 11 ,IF � I Li I �� , , f , , I 1121 I I 11 - 11 � cp � -�.' ., ; L � � I 1 1 , � I � 1 1 (L I � " I . I . .11-1 I . -Z � � � I � . I , I I 01i � � I K I � ST. "I t 11 � "I : %. � , '1111 � -_ - - - . � "I'll, � LLLL I I � i : I 1� , 1 .1 Grfli I : - � , a u ;O� "IT i I � � - 0 1 , 3 � I � I ! I I � I i GOING w salw"i ! � i W. sumvAim" � --- w I � I I EXISIT, J � , L I IV M __ , . I -L* mi -,=I i I =UE . CLASS , j , (so, Mex, F- PANEL LENGTH OR WOM I#) : - ; (SEE soRv.0 i (SEE NOTE I W-Low) I : PANEL LENGTH t I � V Mi. I I el, SHUT 10) : 1 "L* Max. I I : PANEL LENGTH (SEE NOTE I UELOW) : I PANEL LE H I - 1, -_ - ,I ; I , I , I =Hc$ - w""'i (SEE Nor-- I snow) I . "I'LLAP, i =�.jm: I ... � . -_ ; I - �__ � � -- - __�_ mi scxul� . _ . - .. _ -, � - - -A _ -, - 1 (SEE NOTE I BE OW) " I .•i - I I I -_ � OK '"Orl, 1.) I ; 1 1/4, 1 ; I � - - _ - - � N .w 10) ; . 1/4,-20.1, � I t;�M 1 ____ I - S.S. vs, W7+- 4 - --- -,.--- .- -..-. � . I I ; ; 7/11'. I I 4 I I I , I ; I I I � 7/8's , 3or % I � � , I- . � I . I , WRIO NUT I_ 2 t, WING 411"N' I ,:i.i -�,- _�'Ilt I- � 11111 I— � _'... ...... i, �_ I I I . _ � - - I , I I "I I . '. � 11 - --- -I.-_ � ""', j � 11 I 1, -,--- -11, --: ,% --- -, I I j I i I . , , -I - � .. _. I : � ; r i le4'0 1FAKON 0A -_ 1 I I I I I a D.C. W"I I - /2 1 i , ! I i i I 11 i � , ; ! � � ; THREADED . ..... ._ __ I 5 � I .1 . � F;,___. � i I I ETRALTION AT ,_'_:=1 __ 11 ,____1 - oml --- - , - I ----- 1 -4 MIDMM OF PLATU I I I 'i I , I : i i I ; ; '. I I 7r. j � : . . I §.--- i - ! . ; i i I . . 06 . i I 131 , , •. I . . - I � I I - - . . , , � - I 6. 1� I- I M. - � i ,� I , 11 I , , I - I- V! - ; I I' -, � I TIM I I -, , I I , " I 11 � I-, 111 , Cc,", " % � I - I - I_ '1� , - - - I_ __ I % I � ii ; LA& W/ 1� p k-:1tell il. ,.."v14,�� ,_4 1� , I Cow, I : I i� @ ow, , I", 4 "' W/ , ". I �I . ", 1. I I , , � Z,,. I , 1;� 1II -'-7,%-# ..1/32 WING, HUY ,� " : � !I 1�, L/a`v , 3/3 ' WING i �_ WASHER C - 7� VIM' MNSI MiS �� HUT C, - I a W/4 w4f, I , i � ig! HER 2 1� 6. _�� '_� � � /2' 0, � WAS (SEM-) � : 0 12 1/2 *a WASHER (WMND� I 1 - ", ' " I ` , 1, I i '.L ;� 5 �� I . I : , TAIFCON 0 1 1 � ! , , � , �' � f�j O.C. � � , � ; I , I ,- I . �'4"# IAPCON 0 8' 0.41 . i i _ _y I , , I !� _ � - , 411i TAPCON 6 S' O.C� . . - N. I -1-1 -, - . � THRIAM STAGGIVRED W/ SNIT :" ; LI STAWOM W/ � I- r ; __4'i � � .1 � [i`.�! I I I S STUD) � H: r I f I I I : L M*WM ,I . � 1 11 � , AT ; THIREAGM , � , : TOORIAIDED OF PLATE 11 . i - W6;E4 .1 . ;1 " �z 11. 1 e � ! , I I A" 1� . I � , +.____� - - � /��r _� � I - , P Aj;3M .Vmo� . __ __ IF WDW*Y)- 1. . �� "I . � - I wow PATE OF PLATE OF PLATE I 1, - _KXGG "I 1 -2 , - _ ____rA4' WOW PLATE � - - ._ I- -----. .---,--" WOOD P[ATE I I REWIRED IWO rA TION WALL MOUNTING 114STALLATION 1A N10196-11M R� L LkT REGULAR WALL MOUBW INSTALLATION WALL MOUNJiNG INSTALLATION EL 0 _ SCALE 3/8'.I* pffl�EL AM� OMMMIEL scu vii SCALE 3/w. I' SCALE 3/8'-I' ImIlt!AIM, I /�� , A NOTE& ,� < -.T! I,- 4 . ,� .. S. *1 i7Nns_ f& �, 1. INSTALLATIONS ARE WILL* VAUD FOR BUILDINGS WITH kS.O. 00" WADS fio." FLORIDA BUILDING CODE (NIgh Velocity Nurrlcan@ Zone , 2 4 1 QM MIKOD, � UP TO .551, -72-0 PSF AND PANEL'S LENGTH UP TO 8'-9' I . % a 1* No, .*= 20 GAGE GALVANIZED STEEL STORM PANEL D"Mrp . - 1 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SDLTWRN - 8', PINE NO, 2. W/ SPECIFIC DEWSTY OF 0.55 OR EOUNL s * . . . i - - Gt/211/2020 � ., STF, 66��. �,�__,_.> GLOBAL PROTECTION PRODUCTS, U.C. DAM. S, .��'pt 1i / 1110F.001"L So. III swim .., . TRI TIOSTRAS A, OEM WK. FL 33314 rt� " e .. .iO __Ioxw�ox Aft C - ,DDSs) in- �mg�IETOG'kp= P,ging, (wPile-ja4b. fs. 054N,�Oi 20-176 '6 I_ '111"C"I'lls"', � , 11 t _QKM719 DRA004, NI. Wi K A," - 9j .1. 1�c . I I - SHW It OF 24 - COMPONENTS FOR SERIES 2000 &_ 1000 E-Z HANG STORK PANELS tSCALIT 1/2-l' .----2-,9I-------- 1 - _.___ - - __ - - - _ , _ __ , -M,195' (TOTAL WIDTH) ----- - - ---- _ - .. -__ -_-_-__. - _z2w -2-591"- S. � __-I 2 250* 11�1 - - -12.506- (EFFECTIVE ANDIK) ------ -- -, - - - ---,------�, . � I � 1. _____ .11%_ I I �3;50.- � - I 4w, - `,�00 � � , 1 , �- , I , � I I I � - --- i " , , O16, * 110- - - T, . � - - I I . 7 , j v7s, i 2.SOD' "M I Q7S` I � - � -1, I ". , < '-. j - - 7�p. � , I - __\ . I/ 71.�', : - 11. 2.244* 1 i . 1, - / '�101 ��- ; - I ril 4, \�ii.,- HE)i 2�500 / _ - / CC . 6 I , , 2, ' 7__ 2444" ju _T�?',r,��11'1 TYP ASTM A-M � ,�,vr L I HEM . / . �J_ ,� � \ss , CRADE 50 MLW �_r ;;� . �1111 , , -, I- 0-50 0 I -MAIL A ,�� 14--'? ,zs, , I " i N,-----/ , "I'll ----------- - - -------- - , � "I -1.,35a- _ I I I I j �__, �1�1 - L � --------- --S,2SO-'- I - "PI-11. ,,6.� b lv:---2.470" I , I *� (D MRM PANEL ---2,4?G- - , REVERSED !b" Mr.K (T REVERSED *11' BACK PANEL'S gnm ,-.'ISO'- W/ REINED EDGE 1 � F 7 I F, " j1 "d 2- --- - I—, "-I N 1 I .-, - , L' HEMMEq,&0,1 �, i� / � f11 ,i� ! I I ISOMETRIC YIM QEWL A 2OW 1 ; 2.000, 1 END UP W/ HEMMED EDGE. . ! P-1-21. .I-,. I ROUNDED CORNER 0 ENDS OF PANEL'S \ i I 1 1 i I [ (N.T.S) I__!___�� _....,i 1 I---: - - __1'GG'-_..__j I I - ", I - ___ 5' Max.:---.- .-, (�) mr- TRACK ( PAN& PWR T 2"'W(MON-) ALUM, ANGLE 1 14 WIDE -, r- 125" 6061-TS Alum. ALLOY '' I i I I i - ,A:. " � 00,00"", "O�s "i � I . (T ) I, 7% -055 yp. Ili, � I 1�,*,a,,N�:Xp : : . I j _: .44167 , A z - . . . FLORIDA BUILDING CODE Nigh Volgoffy MIA I -I I I *' - � � r )came zone)f I I ___ cam %T11:4, m F� i-1. �750'__ %1'.. ! TATE OF .,.-. f - 20 GAGE GALVANIZED STEEL STORM PANEL DAMON, ft ..,___� 04111A ORID C�7 .; o' __1�N_;_.__�______ 11 f3l`� i........ a?/n/mal, Z .ORAL PROTECTION PRODUCTS, LLC. Mr- . � M 11`1110Z,11 (�) 3"W(Max-) ALUM, ANGLE T STOP BAR 11AU /�, ,,��) 11LIECO, y-,./,,-,- `40I stl� 5 STREET J .� ,I, I I' LONG I 1; A I - - 'L t / a�4�� a E�NG COMPANY cow. �'x 20-176 em-15 Aturn. ALLOY ,_MW1=_ Tro"w"ti"Lla"I" Fkow" (m)m-lw� FAX In.,) OF-IDIOW,19 �1411 - �ET P,C SM/2"DAIA/Cat _ otn'Il- 1-111 -k- 0 P11 =-- - - - - I �I . I t S-9 M I I INSTALLATION DETAILS FOR OPTION #2 EQR LIFE SAFETY MgM PANEL SYSTEM NT!O EX_IS�_,,4 TING POURED ED QQKR ETE OR CONCRETE CREtInE BLOCK STRUCTURES O- 1 _Tj4* WCON ANCHORS _ *.Z_4;TACON ANCHOn ---Ij4" TAPCON ANCHORS TAPCON A i ,9.D.C. aO.C. 4 0, 01C. __1 _'4* "9.D.0 __- - f- '-4, 9/4 j IF,CRFEEI O�G PLO � ,"� I I 11 1I14� cN1 p,rIM'-i" W,4,7I} OKURED � -1 I K = _ II_�z , i F"-.11/4- F- ,_, I "rA_ , I MR� �=I L1 i1/4' , �r,s.-___I _NCH_ORS I _ ! .. I .1 ll- L 10t, KPIAM. . *W 10) A , .ff �'� , i I I.-il"'11111-1. 1� -_k, , �, ��Z, 'i . , I � I CoNi I � 1 -Am ,, 0 j c ,-a F rpec,A) 0 0 a a.�' I �(" � �- -1" 11 - OTIS 1� 11 I j i , I, ; � � ' - 11 , I , I I , 6- , N "I IF , I . I ,/.J- � ; , ;, ...;h= 9"w. O~ I I � i __ F_--f- ! I _A 0 I" 5- I ; , - I--- ,- _ - , - I , � : I �. n 11 - � I '- I � I I . ; � 4" I I �j .1 I � i � � I � d'j t � -*,`.-,=,i vail- WING NUT I 0 12 I/iZ' 04, � I ' TAPCON ANCHORS I( I * 0 O A 1/2' O.C. _.- STAGGERED w/ SNIT) L _-1- SCALE 3/8--i - I , r I ; , * . . , ILI:: - - I _11_1i � 1-1 _ I " � � V�t\ � -;I zll ,, r _0-1,\z AS EP ;9 � I TAPCON ANCHORS 4 � " I/2" Q.G, � CSTAGOODREID Wl SPAQ) . POURED CONCRETE SEE SWET 14 * 20 MR M&ORS TYPE A, *loft TIP[ "Itnt- - "POIN SPACRIO FOR W&LALROPS RicaWOOD A.0m OVAM 0,)_ - , 3 RNAM, wum, AND MR4wum MINVAUM ANCHOR SPACINGS AND EDGE OSTANCIE ARE 0000YED ON DIG - - "Coleftholi �=�00 _ 2 SCHEDULE FOR ED LESS TMIN MrATED ON 0i O'I 3 SC44MU REINCT AKOW SPACAPA BY INAILPLYM SPACING SHOWN ON SOME ME Acift FA ow Owma " "am � BY THE FOULD01000 FACTOM, MR INS OPERATION TO K POSSIBLE. FIXIDUCED ___ __ - - - _,.jnL -11---., _ I `LII . SPACING OITIANO USM FACXNI SHALL NOT - BE LESS THAN MINANIA SAAC04, *dWATIM __iL_!jr _ _- - MR EACH ANCHOR TYPE ON IHIS SCHEDULE ---- _14'_. --,--. ]_-�-,I I I I a ,IT - i , ... ........ , I ; . . I I ". I 40M . ! I 0 � I- - Ir ! � I -CP z i ! I I wv� I I I I i ft ig i ; � ; I ! . ,-., _1 , I �: I I � � I I I 1A *1 . I : I V e i I I 1 t I . .... . , t I I I I i I I 7 I : I _0 1 ! ; -a R, ; 1 a, I ((= s=u ex I � ! I 'R - ,.; I I I I 1,F, . � I t F I—- , __ �v, I , � " - 11 - ,I I I t_ I 0 is 9 ; '! 4 I 48 1, " 9 I ��_ i " "' %.�vi � i ,;_ I t?,vt; w . - 11 I, I 1 4 1 � - --, I I --- I 1 _ _,��. 1 `F I i I I 1 4, � � I ; , � � . � " _- `�._. 'I'll, I " " �� _, �*,� 15,F�'�_, ".11� ; I I I I I I w . � I . I I I i I I i ; , L I I -P.. � ... ! i � -P.. �� P.. I F7I I -D.. � I �.-, r , � , I . I _ : I - � -i ____! I , � I - I - _j 4' -20;�*'S_S, U-S W/ 11� _,� A* 2,03.231.1s.s. M_& W/ 7�8! a / ,_v /8! i -11 .3 i I 0;3 WING PUT WASHER ; ; 11- WING NUT WASHER 11 __ , Grp � I 0 12 t/2' O.C. I I I � � � - TAPCON ANCHORS6 : I � ) _ _1/4 � 0 4 1/2 D.C. =APCOw I Rs i i, 0 4 1/9" O.C, _ : POLARD CONCRETE I� I r- OR CONORM BLOCK REQUAW WALL MOUNTING INStAWT10N WALL SECTION gj��CON _11�11I BLOCK REOUREIL MOUNTING INSX&LILABON A& 0 REQWAR PANEL SCALE 3/e-,. 9 SECTION L_ Ur W _ SCALE 3/al-i" CODE - IN51ALL91ON DET-A11.1 FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM -1 INTQ EXISTING WOOD STRUCTURES � .- �___. -- - , - � ;f , . ", I � � �l I I � � �,� , , 11 4'1 All: 11 11 O,r_ ,,, W'01 nivicoN a ILI O.C. � _ _L , , /I I� I 11 1 _ / " ,�, � I r � PAN j;j_ ; � , , I \ " il I �' � V /2. Ulm THREADED I ! '. 'AT , I � I � I , '6 ran At WOOD lk 11, � % .1 , , PIENCTRAL �', r 11� i WADER "I HEADER i I 1� � I � , , I 7 I . i �, . , �, w . I . I I ., 1, . � , AD OWPA C: �- ..L -e � - �1�2_ - v.. I . � , - A/, 1/4' � Max. I I r . I . , 1 4 � , I . I � , H` - - - *000 HL&DER ' 2* � I I I WOOD WADER , ; I k � - ' VIA, , A � � --- ,; - " ww, � � MOU41ED ' I FESQUIRED � ]/ ��" \ �! 1 I i I . I , . ; � I - I F � 7- t �1.11 �' I I . I I � %I.. ur;�111,L_ i [�, , " - � ` . i � ; ; L��"` i � a : I I Irp I 1 � i LIP, sex"IMILON � I i t I � 0 GANIS I I ' � i - (w � ! � i SCIOLUE � I �� ON $Him 10) � 1 Mix. SUPARAIIEW I I I I w oxxti i I 1" IN- ----- I- -1 I � - . ' _: - - - *L' M I_-= . PANEL LENGTH _L� PANEL LENGTH 0, SOREDLILE . ,g&� --�`_77__ - - 7 , -_ CIO PC SHEET LEI � (BE NOTE I BELOW) 1/4 � (SEE NOTE I BELOW) = - � . I . - , --- -4.4 ,1_ _, -1- - -------- I " ; I � � [- - ?`� � : -1. " ;- �, � � !_ , __ _. , 4_- I i � I , � I I i i I - f_ I i I � i I � F I 4 � -i' - -"-----I ------- j t I i `,j ,� . , . . . - - � __�__ - 1 3 ! I I I I I-D t - 1 i ; : I -� I I I I , i . � €O i , , - , I 0 1 - , I � - J� �,,,,' - - 1��_, I . 1, *4 � � I I . �! , I � Ij ... , ______j ------ I t _____,_, � , A L. 4 4 - � I ______ .� a . I 'I P� �17/8'1, F 3/32' VANG NUT PLATE I � I � 11 r,4* WOOD" �: � ,., , , 2"", 10000 PLATE , I � � - �?/r# . 3/32, WING NUT REQUIRED I I, , � WASHER 0 6 1/4- O.C.REGIRRED - - --- . 1 1� : WASHER & (BEYOND) I : . I j, ;,; . � � , : t�:j _ 014-10 PAW MATE FOLIJ! , �_ r pi3O-10 I I:- C � - . �- _ _�_ 01 I/ L L I .IN - A"/& AT MMWH OF PLATE F I I 11 AT Mmi OF PLATE � 1� � I f - a S III "4r, C� W/ I 7/8 1 1 1 1 , , , , - , - 11 MIN. PENETRAMION , I ; I �j WALL Mouptig INJIMLOON WALL 11110011 nQN AIM BAW ., "M001101PA111 A I at 0 RENUELWAR ,,,,01� fk� TILJ7*0�,, , PANE - , .. , ,, , , '... , e. A , � 's L I ` a LIE�� EM .;�� ,GLENS s SCALE 23/8�.I_ , .-*, - N cam$ Zone), ,,z:V. \r,E . 1. FLORIDA BUILDING CODE (High Velocity 14 N=l i -** - *. .M '14,006. W_ 20 GAGE GALVANIZED STEEL STORM PANEL 4 . No 44167 - 1 "A" 1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DES" LOADS - . * .*= _zz:� -_ - - COLOR 611. - UP TO +55.5F - 2.0 PSF AND PANELS LENGTH UP TO B'-8'. = * I (� ' - - 01/20M 7 t ^O% ATE La��:> \ GLOBAL PROTECTION PRODUCM I.I.C. , FIEFES TO BE SOUTHERN � 2. FOR NEW WOOD - 3R,,� 1- Z 11LIECOEMI.. IRMM: WOOD MEMBERS s, -p --w S.W. ILI srww FRAVZ C-M .6, ... PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL .. '. TRAIT TEST" - aidimm"la coup,,wir CAM FL 3"14 20-176 '� OF ,;1*j, SIJNs,j 'e m K. Ku I" INOMi (Mx)U-IUO� PAX: (§%"-WM - � .:. - Mor),_Itz Vr= w, - CA-00001. IN xxxxxxxx I-f-. - I`xx, 1111,wrial ft, I JI,AM WALTER k " I, n� I .. ....... - R11--duks?, . I "I 1 3'/24 "I "Or" ,P/'.'�,u =I. 0 I 0 SEE NOTE I gDARO, 3- me. 2'/24 Olt.t, Sus, I' /24 W FOR CONCRM ANCHILM SEE I'/24 10, (�) q)PI 0 EOACHO$!� JIM, 11 r k ` 7 73- 6 wDw) �T Pilk,' CONCRUE ANCHORS Has. 9048%OR 25 S=2LMR WOW SCREW, 7-- _GREE scimu am vw - I min. r4__ - SHEET 26 %," � , : I A 1 1 , f I* 4. .-I'll-�n1L I ... - I - .gy___ - - - U04 A rDFp . - Ilr Iii i i [i vr__ 1/1� I ,e i 1, T 1 1 F I 17? - . 7 I I" ; I 1,11 ft I 1-1 1 1 i t , � I � I I I I � OF I . I ��11, � ! 1, I - - 1, I 1 1 i I I ii i 71 1� I , I I 1�11 1 1 If tt'_ I 1 n 14-11 I � ! , � I 1 I i I i - , I I I I 1 1 I Ll i-,L- ; r I I - . . . - r- � __ 'J�." - , I . - � 60 % ILI I... - _ - 11 �T ___ , -,W6, L ---- 1__� - -111,11 I % 1L* - "I - - I I - -- -- - DOOM , , O'No w PAREQ, ( , -1 I ( ;;,;��) 7(IN�pAtiE0 I 1w X MOM L 3. Dam I , 1 AD - I 1 i , 'T 7,- �- BELOW SEE � 7 I . t 1 i . I i ;� I H I I I 117_4OF . - 111I I I III i I I I I f" I r OF-- �, �, - -ox I1, I .;i i I I I I � I I I , -4- i ,4f"- 1 I J, I I I I I �,�, 1 1 I , , , i - I 7 ' "' * _- I 1 1 i ,_Irp, 1 1 .i I I j.1 I I . ill ` i -----'-'- _' !1 " I I I I I I - I 1-f i 1. _L I I 1 Lv___ - 1 ` I k I I / S. We . - r j I I 1 1 1 I . - -i j 1 t , . t 1-H., L.U_11 I I -.qQ,p14w,q,1 i i t 4w 11. Ali i 1, 1 11 I L I I L 1 11 il LAP I ttI.. 1* I I A 1� I 1 I I I �AF SON " 1 I , /� " � . A , 1-1-t I! 4 I _14-, 7 -] j -1-1-1- ,� " - .1'�i , I . � - "i-f-j _ - - 40 f r 171-1. I � 11 -.1- I- 1 40 X ILI 'I , I I l , ,'T ill I 11 _TTTi , Ir I 0t n 1 'n , 1-11 1 X It, I - '"' 'E" I � i I I 1-ill I fl li'll"" 1111 , I Ill 1111 HH'iII1111fl, L I .1 11 I It 11' III. A,41 L_y- ; SFEI NOTE 4 MUW I" � . . f� --I tr-.--.4 � FAREIMATE (TYPI) - sm HIM S. I - . 2, -� ,:i;: X - M." I MOR COMCPXK ANCHORS: SCIE SCSOW I, III'- - MAY BE r_�=�Iorlo* , , WHEDINE ON SWEET ILE, MO WOW � WfEaj Ijw I 1/1-1 I " "' SEF SECTIONS ON SHEET 25 AT END J�r -1 I (g) OR (1) W/ OR W/O& 0 - - WFLORPOR PMM_,,. _� 1 " LC*PMD X%AP TO BE INSTALLED, Ar EACH * 0 ' INSTALLED AT MR AUNAn WE 0 TO - MLWIAN &SAL A BE POMOD I WAR HA 70 FACU%M=7z4 TYE L 11 REAR .HANDLE TO nTim UMON Me ---- ---r% ONCLE WALW9 1) FROM I RTMTO OFACOULATE - STORM WEL SYSTEM IF INOSTALUED FROM ,WK OF STRUCTURE. g=zAm MRM EAN�l T 9=14 - r-I/*' #_ I ,/A' - CAP, rf/4* M- CAP 114' ftx. GAP' -(-- -A. -J _ - - \_/L.\�� =_. --,-/- _�j v v-(3).vRW-@-0 ;ff" (dA_M_..ff) SECTION SECTION I- .-. B SCALE 313r . 1' NOTES : MU SIDS' - I' (1). DWNOTGH QE SEBBES I ; L - 2 HANG STORM PAWL SYSTEM CONSISTING OF PANEL I Aw.1- " TRACKS AT TOP & PANELWAIE PLUS OR W LONG (rAl BOTTOM W/ PAWL"ItS, (1), 4ErjNMQ4_W_2E=,2W t - 2 HARD STORM PANEL SYSTEM CONSISTING OF PANEL , Cwt. TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNEGGSE10 M NO SILL WALL BY MEANS OF I, ZO SHALLALWAYS K CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAN 1111,11T)LOMIES 011.MIF M LY W/ IS- LONG; TRACK At BOTTOM, 00 PANELS 9 (rosl�r PROVIDED AT TOP OF SUCH PALLS. SHALL BE . TOT. Y WING 14UT OR la(204 , I ON eim Z."10 , IF AS .,/,� '4'.". , '.1b,T. (M t CO K CO E 'ON SHALL CONSISI OF DESCRIBED ON E LOW). IS). 3 I. ) 1p��6R le"T W/ �,^ W_ THUMBSCREW / /5' 32 - (3), FOR CASES WHEN END PANELS ARE �O AM AT EITHER OF TWOJ IS' LONG TAPPED BOTTOM P I�L Y a TRACK END PANELS ARE ..I &.- T STOP W EXTERIOR FLAT FLANGES OF END PANEL , F-IC.Mn. PROVIDED AT TOP OF PANELS, (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM FRACI' C'.0- A STOP BAR IS ONLY USER AT AT TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY r IN 4% A 0 MOUNTED to USING S (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MAY BE USEG3F Ep K XMjg.PAWE ONE , WIER" PANEL AT All ATI= EIG, OM TRACK TO WALL TO BOTTOM TRACK W OCCUR AT A14Y PANEL LOCATION NO V 1POODGfM WING NO SHOWN ON ILSC�VOATION AND W1 1. (5) SEE SECTION V, 3' & 4' ON SHEET 14- SEE ANCHOR SCHEDULE 00 SHEET 25, Mtn, EDGE .:, V a, ff�;& T IS P iNTMOR PANEL USED TRACK I , .X 'S "VILOWHOMON, PDT NEED 'To at NNOCTED INSTALLM 10 TOSIDE 0 SUC14 THAT Vt, RIGHT &, ANISLS (8 E%r A Of CRIOR PANEL) HAVIE , PL I THEIR ZZWED By . ."� v, . S,....... ,,t"' .. . " .. vvll_�IEN - FLORIDA BUILDING CODE (NIgh wocity. Hu me zone) 1. r a iticne vilmoo, we, F.r No. 4 i 67 ". i 20 GAGE GALVANIZED STEEL STORM PAWL '91 . - __ z 41'i - 07/n/w" S -,,. ST OFF , - Or E _;_� " GLOBAL PROTECTION PRODUCTS. TLC. TAX IL ECO. I-AII&I.'.,!'Lo JOII,,- _ I I . .. FOOD So it ITAM � . * comocale COMPANY O"Mr. ". mi. I, � , ..... - . WAxii I, In 20-176 'w -- (.�.Mj:, �� Mo - "Oe iq&4N�!I1Il '", t-�)m�om 11 .,411�,vl ": . 'll , _ , - , - I N, _ - ..,-, ORWO ]�� M.- to zill jmft4,00%v*TIL sA,i,-TQRE/DAIT - _-� - I - I , 2& III t,L i i�_ =-- I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING PQLJREQ CONCRETE OR CONCRETE BLOCK STRUCTURES IZ4' TAPCON �ON ANCHORS 11 ' TAPCON ANCHORS a 9' OLC ;f 9. O.C. , POURED " I � GO, G-MELVI-Ick I , NO %O A(DOCK: 11 , I REWRfo REQUIRED � � rcz-. 1�4* � 1 1/4" � I i , I I __ � ----I-- I Max. � I I I -_ - ,-,--- 11 11 ; I T I � ED- 1, I � A i E� r. _1 1 I I . . - . � � , I I �, � . ! : I . _A__.�, , , , . " I n I A_.,��_ .�, 1 1 1 , f I , � �- -1 ; - I - I : %. I - I I IL � , ! I _w z . I ,a . 11 (It 7 � - - " �_Imv - t 7 r =" g � f 1 Pw 'a) � � ! Was, 1-01 I I 1, � I I r t A � 11 " I I - I -%-� j � RMI%4 11 ... , - ---., ��:__ , I L -16 �..� -7 , .1 ..... b 9 iI I _ � I I I I � --- I � I . I LI ; � I - - I � - I I g 6 I _1 - - -- ,- - - - :1 _ 1_._.____1_ - �--,- , I - I It - I-, , I I I �Sj-' A I - .1 7/0. 7 - , � I . I , . _ - - ! 1 9 4vivnitut. - F _.". g ; ; I . : I i . vmerP � , � i I -1 ; � --- - -- . i I i I I � g I I . _-_,�F� _ � I I 1, I I � I � I I i � r : I � � � I I ; � � I i 11.4 - �- � -- r I I T '-,',7��,,,�'.',�",�,��,i , _ .�.� I � 3 i.. " I i l� , i , p 4EIDI,I A �E"0.0 �;: ,/ i , , 14_1 _1. I � _' 1,410-0 ANNELMATI: I'/ 1,14-iWe PANOULIATE. PLUS 4Z . 1/32* WING "I"S � NUT Z1. � I— ' a - ; 6 5 I/v OG. t%/E1D)3/3Z' WIND NUT � I . . POURED CONCRETE ...-OR _�RED CONCRETE OR CONCRM BLOCK ORBDUCONORM BLOCK REQUIRED REOURED WALI. MOUNTINGS LATION WALL MUMUNG INSTALLATION SECTIONT" SECTION 5B O REGULAR PANEL 0 LIFE SAFETY AN SCALE 311r-l' '.0LItIT"' e?"111, Be" 3/8'.1" - - 7_1 I/e. ilx - SOIC Mi 10 a 20 MR ANCHORS M A No" TOM _ F�l - , SPACING MR WWWATiom im wow Mn. Imm -VA." 00 - 3 1 3 OA004. WNIMtw ANCHOR SPACINGS AMC = rm DISTANCE AM WDKATED 0 11 - -11 feet- .�� - - ------ 3 4 1- SORMAX MR " LOSS IRIAN AND"TED ON 1_ Mi n. ._--m -,,Y AORK sa WK toovale agm .� SCHEDULE RMUCE A "TIMLY1110 SPACING SHIMIN ON SCRIONU Sy THE MWWM FACTONS, M DOS OPIOMRON TO K POSML REWM --.-- _1_1IT-_ -.-- SPACNIC, 48TAWW L684 PACIRILL S,AUL HOT Itn_ SE LESS TWA MRSMUM WACWG VIDICATED _ _ _ _ _2 -_ MR EACH ANCHOR INPF M 7419 SOMMAX r_ _ J_ I I Al GENERAL W= Y" E-Z HANG =RV PANEL SYSTEIA 1, E-Z HAM SMIA PANEL SHOWN ON THIS PRODUCT EVALLIATIGN DOCUMENT [P,F-D) HAS BEEN VERIFIED FOR COMPLIANCE IN SAO MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE 0 & PANELUATE PLUS INTO CONCIOM ACCORDANCE WITH THE 2D20 (71h MOTION) OF THE FLORIDA BUILDING CODE. BLOCK SHALI BE 1 1/4". DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 162D OF THE WfMOMW CODE, 6.2) MINIMUM EMBEDMENT OF 1/4 X 7/11' CALK-4N ANCHORS SHALL BE 15 7/0- W70 CONCRETE. FOR A WIND SPEED AS WIRED BY THE JURIESDICTICK WHERE THESE SHU=Wu M fPk.UU NO EMBEDMENT INTO ANY n*NO*H MATERIAL SHALL BE PERMITTED. n r UZ� 11 FOR A DIROCCIRIONALITY 0 R K4.0.05. USING ASCE 7-I 0 AND SHALL NOT IDLGEEG 114E INUM LAT) 1/4" 0-20 SS SIDEWALK SORTS USED $KAUL BE LONG ENOUGH(SLOULD ANY FINISH MATERIAL OOST) ED DESIGN PRETMINE libill"FINGS INDICATED ON SHEETS 2,5 & 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINIM PER ASCE 7-16 SHALL BE FIRST REDUCED TO A&O. DES" IVMID WADS BY MUCTIPM4 THEM W 0.6 IN ORDER ,TO B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCIRETIE PANELS BE FOUND ON THE EXISTING WAU, TO COMPARE THM W/ MAX. (A,SG) DESIGN PRESSURE RATINGS INDICAITED ON SHEETS 2B & 26, ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN SMUCTURE BEHIND SUCH PAWLS. ANCHORAGE, SHALL BE AS MENTIONED IN ELI) AND IN B.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS Pi AS TESTED WERE HOT OVER STRESSED, A 33X INCREASE IN ALLOW AKE S-FRESS MR WIND LOADS WAS NU USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED, IN ACCOROMM WITH N.D,S_ 2015, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR's STORM PAWEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE LAOS BEEN VERIFIED ON ACCORDANCE iffiTH SEcTION 1626 OF MANUFACTURER. THE ABOVE MENTIONED CODE AS PER FITNITSIORAIM TMITNO LABMTORY, LNC- REPORT if 2032. AS PROTOCOLS TAS-201, A * 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHATMOO TAS-202 AND TAS-203, IS M BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTFER SHALL ONLY BE ATTACHED TO CONCRIETE, BLOCK 2, Ties SIM HABi BEEN DESIONED TO BE INSTALLED ON THE OLUVOE OF THE OPENING ACCESSING -n* OPENING FROM THE OR WOOD FRAME BUILDING& INSIDE WTHE AM Of A WIDER OR LEFT, THIS APPLICATION 15 VALID WHEN INSTALLATION IS INTENDED TO, SC PIEPPORMED 11 THE INSTALLATION CONDIACTOR IS TO SEAVCAUIX ALL SHIATTER COMPONENT EDGES Wi REMAIN IN CONTINUOUS FROM 4111INSWE Or STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIND/RAN INTRUSION, CAULK AND SEAL SHUTTIM MC85 ALL AROUND RILL UENi 3 5041ES 100 AISTALLATION M APFUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDIM WHEN LNSTALLAMN G REQUIRED TO BE PERFORMED FROM THE INSIDE OF SIRLICYARE 43 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20giNC 4. SERIES 2000 INSTALLATION IS APPLICABLE To SINGLE AND DOUBLE HUNG; AND HORIZONTAL SLOM STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. INSIALUAIION IS WOUIRED TO BE PERFORMED FROM THE INSIDE Of 'STRUCTURE 14. ATRIUM WINDOWS AND DOOM INC. E - Z HANG STORM PANEL SYSTC14- IS PAW` PENDIN. 5. ALL ALUMIAKINE EXTRUSIONS TO 13E 6063-16 ALLOY MO TEMPER. (UNUESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALLIATION DOCUMENT (P.E.D.) PIREPARM BY THIS EINGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS Oi FROM THE P", B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 310 -NI4 AAJIY. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SIA.ECTION, PURCIIASk AND INSTALLATION INCLUDING UFC SAFrFY OF 7, A" SIM SHEET METAL PANELS SHALL, 4INE STRUCTURAL QUALITY STIEEI� ASTM A-653 GRADE SO Min�, CNAMIZE0 MEL THIS PRODUICT SABO ON THIS P,E.D� PROVIDED HE/SHE DOES NOT GEVENTL FROM THE CONEDITONS DETALLED ON DESIGNATION W/Fy- SPA W (AFTER Rai THIS DOCUMENT- CONSTROLICTION SAFETY AT SITE IS THE CONTRACTOR'S ORESPIONSOUrY, 8. ALL SCREW-5 IQ BE STAINLESS STEEL 104 OR 316 NS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER ON (,a) THIS PRODUCT EVAMOOH DOCUMENT WALL BE CONSIDERED INVALID if MOOOi 501318 W1 SO Oxi YIELD STRENGTH AND 90 kv; TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING WK SECTION 2411.3.3.4 1d) SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL S. BOLTS TO BE AVM X3(A7 GALVANIZED Srfli� OR AISI 304 SERIES STAINALEMS STEEL, WFrH 36 iti MINIMUM YIELD STRENGTH. BECOME THE PCfCrMRG% 090 (E 0 R.=TW PROJECT AND WHO WILL at RESPONSIBLE FOR THE PROPER CAL NLTgC USE OF THE OF RECORD. AS DELEGATED ENGINEER TO THE A.E.O. ENGINEER, SHALL 10� ANCHORS TO VIALL, SHALL BE AS FOLLOWS, SUBMIT TO 'HIS ILATTER THE SITE SPECIFIC DIFILMNINGS FOR REVIEW (A) , jZ_Q9jL)IC, FOJRFn G%&fiM, (9) THIS P E-0, SMALL IT THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFFETSIONAL ENGINEER OF - 1/470 TAPCON ANCHORS AS MANUFACTURED ENI I.T.W. BUILDER: INC. (MIN, ?'e-3112 P.%A) RECORD THAT PREPARED 9 - i/4- 0 9 7/8' CAUK-IN ANCHOM AS MANUFACTURED BY DEWAO INC. (#Aft I"t-SOOD p,.Q - 014-WO PARTLAII FEMALE 10 & RAN-RJAM PLUS ANCHORS, 4 MMQrACTUREO BY ELCO CONSTRUCTION PRODUCTS. le, STORM PANEL MANUfACIVIIER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WTTr1 SECTION 17M51i3 OF FLORIDA SUILONG CODE ONE LABEL SKALA, BE PLACED FOR Evmy CMIAINC, V-13SD P-0 LABELING TO COMPLY WITH SECTION 1709.9:2 OF' THE FWR41A BUILDING .CODE. k?) MINLIAIM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/4' AND 2' FOR POLNEWATE FEMALE tD A, PAWAKAME PLUS, A2) MINIMUM EMBEDMENT OF 114'6 1 7/9- CALX-IN ANCHORS WkU, BE IS 7/B- INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHAL LBE PERMfi 1 /4* 020 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EKAST) TO ENGAGE 3/4' ONTO ACNIORSF oV.111"I", - 'THAT PRECAST A� i�A A, Nz�P A.3) IN CASE STONE,PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE 045111i WALL OR ��., .;,,N FtWk ANICHO" SHALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL ;ii� :VI-S, BE AS MEARIN") ON AA) AND 04 X2),�,,f � * S. No. 44167 t z (8) mx(�FJMLAli,� s*: I * It s 1. * i - - __ .1 - 1/4' 0 YUPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX 114C ____ . z FLORIDA BUILDING CODE (HIgh Velocity HALL Carlo loro)f - -1": - ;14w X 7/18" CALK -IN ANCHORS, AS M"PACTURED BY DEWALT INC (Vrn-1 $00 psi.) 1. At '* 1 - AX" TALPMO. W- FP PANEUMOTIEL 20 GAGE GALVANIZED STEEL STORM PANEL - 1 4-1 .. FEMALE 10 AND PANELMATIT PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION __ " . DW- BY MoDucTs (r..2071 P.i - - ""'"m - � - GLOBAL PROTECTION PRODUCTS. I.I.C. - ti ' 411011, S.WIM srm / ANA, FL =14 MKIND 011-Nost-4641 TALI ")M-M? 20-176 -4t I - I q I- co-i Hit, PAL VA/IWORNOURLIDATEW�III . . I .INS TION Mg SERIES 2000 AND 1000 E-Z HANG STORM �,�JAJI PANEL I CONCRETE QR CONCRETE BLOCK Poi R Iva, M ANC.M I I WINORD ,, , va, CIE�--,, = ANCHORS �_� 0 -.=-- , -@ Cox. vCHImALA ___1D -`,��,' , � ilix," �\ ,,,� 1 4- - - slim 19 \ � -.1-to u) n im.- ,�" I � 7 4vV1FVZC _ , I W16 - '-'-,. . - - - \ ��,, , , '-f Or m.g. callown L� f 14;�� .t$ �, .. MI . , , I lit j & , , . " � V"_ ftww ,� --- " ,,-; mml-m k _F �- . I I Lwl 01�\ �L w , '. - 1, t 7111 Oxt. \ �� I �:. E on& I . q A iw 8 �,,,- I - I INIAM) ' /-t."W414,41 \ * 2i:4 __ ==,. - I -.1 , a 7 - .. ! 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IN Ill D-11 NOUN?LNG 1 INST, SCALE 3/a-l" 1 SECTION V SECTION A, M,IoxY34` 1 _-(�) Aw", SCAM 3A' SCALE 3/8-1- s 0 I. 03, '"'11"I'Digo" f 2 ux w AT TOP 's "1011HININL% ,mA.7 % " " A' jk A rl I , - - -( 0`00i ;OF 1 11 POP '"Ai 4 . f :,, .1W. ow QN, ,ipt._%, 0'.01 I MOTALARD4 rX . ., � 1, 0 ON SHEET 13, " �# . .� -?\11 0 - \�\UtN,rj �,!�O ,. .--- a 061106 ,r� I - NOCE I . � F. No. 44167 *. - , --- e_ I I . 0 mix a sonow umPrOm CAN eE = *. � * a FLORIDA BUILDING CODE (NIgh Velocity Nu come Zone)l ANY v . - . - I;Tv�rlow -, -, 1 ��%- STATE OF ... W E "I'mi milica. i 20 GAGE GALVANIZED STEEL STORM PANEL FP - It I& , ,� .L,,Z� p DRUM a,, . .- Lil - - - ED.. IF / "/"/"" W&L 1 ita ��, - .... MODAL PROTECWN PRODUCTS, LLC. � IATL SEAUL, Ilr . I* VIEW I �z rE4 - I .... / =1L E MO n DILL - .. - - I %, , Aaww *' sy,w I I MOW Ili FL NOI. f lm� .A.m. P"oQE`- (IS AX (ft4)W-w9? 20-176 �W- -.1 oxxxxiox fxoi lexxxxt, Itte � .1 PC wv'"A, /mt W.Nut A I I - . I . nm - swrIvar" 1 . . , - 22E I _f__A (1) (1) C_ CAI N0 _CT3 > a) Or- -4.- -I.., 0 1 -a 0) (L) L_ CL CL C 0 0 L_ = 0) (,a 15 -0 _�!& n Cn . Q) -1--ij = 0 :3 0 M 0 0 - Cu -0 .= '- Cn -0 g 0 C: 2 a_ - = 0 a) M = 0 .0 CV I LL ,- 0 - cu > (n a) Cn L_ -P.-O Cu " 0_ Cu _0 ,.0 .= - Cn 0- < Cn L. -6-0 a) (1) (1) = i C/) =) M > 0 L_ U) 0_ 0_ < (1) _Ixxxxxi, L) C =3 -0 M 0 OL L C.) (3) 0 L. U) C0 L. M =3 w :E < 71 z < ' _j 0- SHEET NO. S H 1.2. I _+_ Q) (3) C_ I U) —m (2) .+- i I 0 > rx- 0 2 0 -4.- =3 L_ _0 - 11 I 11 1-11- a) 0- C 0 - ______ __ � (D c- 0 L_ INSTALLATION DETAIL$ EOR URIES 2099 & 1000...E=Z HAL49 MM PANEL __ � c m -0 n . INTQ EXISTING WOOD STRUCIURES GENM& NOTES �M��j�_M .A�� PANM.g fr-) IQ 21 1-1 m -#— CD (D - ' - � � DOCUMENT (P.ED,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 0 - U) -I--- MAXIMUM A.U. DESIGN PRLUM RATING (A.m.f.) AND I _� , - :� 1 �114*. LAC SCREWS 0 III D.C. W/ - WTH THC 2020 (7111 EDITION) Or THE FLORRA BUILDING CODE 1141S STORM PANEL SKIALL NOT BE INSTALLED AT HIGH /4-0 TAPCDN ANCHORS, AS MANUFACITURED BY LT.W ... kDEX. INC ul: 11 - I - # 14- 10 PANCLMATE FEMALE 10 AND PANIELMATE PLUS ANENORS� AS MANUFACTILRED BY ZLCO CONSTR TION PRODUCTS. - _t� ! ' � - - _: I V2* MI1. T"PrAm PENVIARTIOLY 1, ,; �� II - - 11 CORRESPONDING MAXIMUM PANEL LENGThl `ALI* SCHEDULE '- - L, T; s, O.0 wr - 1�� I —TO EXI!IITx1G WOOD HEADER REQUIRED VC, LAC -.0"s * v ox, W/ DESIGN WIND LOADS SHAa BE DETERM14EQ AS PER SECTION I 609 OF THE AWVE MENTIONED COOL FLOP A BASIC WIND - I/Ivo , 5/8* WOW BUSHM A' DISTRIBUTED V AU POINT SCREW, BOL7 & !iPEMv Cor � �L, L, I- - -,', ii I r I =. 21xV WOOD VELOCITY HLAW-ME .ZONES (MIAMI-DAM I EIRWARD COUNNES). VIC LAC. SCREWS PER N_DS, MAXIMUM A.S.D. DESIGN E=111% RATING j1his.t.) AND CORRESE01990 M"Imum ANC , v L(VO LNO StRONS I = a) 0 0 . I. "'AD: - E m - - :� I ., ;1 � 1 1112 - " PENETRATION �, �1, I OAT on ON EW L 11;r W� �NMADED POINCOILUIDIN SPEED AS REQUIRED BY 14E JVRISDICTION W14ERE STORM PANIL WILL BE INSTALLED, AND FOR A WRECTIONkALITY FACTOR I CD EQR SERIES I pw�= 1-z HMO =a EMEL (j) SYSTE / ,��_� �._ � -10 VICIT14O .1)GO HEADER I I I , I , - - -0 -0 1 " , � -� `� � � � 04 - SM�, , i -1 "..-I - To EXISTING WOOD HEADER, KO-0.8!L LISING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM �kSDJ MIGN PRESSURE RATINICS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD Of TAPCOK ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS C) 0 - = (1) I , I I ,Ct, IT4.l _', I SPACING SCHEDULE FOR MAUAMNS AM WICAM A CONCRETE %= mium A ." I . . CA 0 1 , "', V,V,0�7AV M t, 3. 0 THRU I At 17, IIII. AND PANELMALE FEMALE O, = - .1-5 - - [C- - - - - I �� , ) " 1, 04C"I, #1411'SM ,; , � ",,�, 6 C.-L tal, Or WNO IN ORDER TO VERRIN' THE ABOVE CONDITION, ULTIMATE DIESICN WIND LOADS OETERNIREb PER ASCE 7-10 SHALL BE MST L.- ; , ,,, � - �, � '.I - , -R TO COMPARE INM W/ MAX, iA.S.E) ") MINIMUM THREADED PENETRAVON OF LAC SCREW, IWO TIRT WOW FRAME UNIT SHALL BE 1 1/2* NO THREADED Fk CRT 5& (D I - , U 0 C 0 �r " " ;'S; I I 1'1� � . � , 1__T_ RMUM ta A�SD. OEMN PRESSURE NOUNia W MU TIRLYING THEM BY 0,6 IN ORDL - - . 4 ;- W.) AWN . 1 RAVNIOLMATE TVA" - SECTIONS J, It , , - � , RATINGS INDICATED ON SHEETS a, 9 MRU 12 & 17, IIL KNETRAMN NTO STUCCO SHALL BE CONS40ERCO AS PAST OF THE REOVIRED THREADED POLISRAI-14, -1 =2 = C) U_ - A"ItUCARLAS 0 A ANCHORS I A . I �J" �, 6 Ok 04 or 0 IN ORDER TO V SIRMCD, A _= INCReASE IN AUOWAV F - =0 4S. -1 __ I 11 - , - - 4 , 11 * im'. THw_AGED ICRIFY THAT ANCHORS ON THIS P,EX, AS TESTED REST NOT OVER vowum ASO. Slum P, wtv" SPACING FOR E. 0, - 3 t/2 APPUGA" Ta . � , .+ - �1 I 4� I I�e -20.3/VIRU$$� 1 ,4, 4 - L" SOAIAS 0 S' Oz, W/ C— P*III, Sms� .m. S,r 1 0 :-:---- I , X%N CCT.N V. I I o. � I � � /� '; , I PRESSURE MAXIMUM P.NIL ; I � .1 . CAPDONS , ,r E VOTAIE 1/2. Is .1 t2O, NOW 4AUER, SHIMS FOR #AND LOADS WAS = USED 40 THOR ANXVSM PASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C- 1) MINIMUM CODE DISTANCE OF LAC; SCREWS, INTO WOOD SPAL BE AS INDICATED IN THIS DRAWING C-7 CU L.- - - _w. PATIND, I � - - mKorm 'Ll CIA) I z X '7 " 'I _ Ncr�J?�- "-)L- WING KA 6 miew.11i tr - ACCUOR WITH N.O.S. 2OLS. = C-1 ,,- co +66.0. _7!,3 70' OR LESS 2 91107 I SOLTED - VI T, Y, I (ITS,L) 10 CONCRERE 'a � 1-M CONCRETIE TO ::�r I To commim TO CONCRETE I CONCINVE ITO CONCRETE — � - , i OF CVTw P".) " — vETWL 1/7- a STORM DANCE 'S ADEQUACY rOR IMPACT WISHING SHALL BE S/ffv� -20 SCREWS M I - — ._. ;� 0 � I � A I PAN I AND WIND RESISTANCE RAS BEEN VERITICD IN ACCORDANCE WITH SECTION tf,02.1.2 OF C,41) MINIMUM PENETRATION OF WOW EI ;/V 0 US SKALL BE 1/2 M 0 > , I THE , SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. - LA_ C3- I - . -ft= i=_ I v Ai,- PC. Rw �!�CT #,,.,-$us t., - NO, ASMIMCN11ONED CODE AS PER AMERICAN TEST L48 OF SOUTH FLORIDA REPORTS fOB14,01-0T AND #0219.02-09, AS "v; C= - . U) 70 �= ! — - j I �./ ADWOCN 01 EVEW, 0 V EA. M OF 0 PER 2-0 St 0 70' OR LESS 2 7/8. ! W-TED - ., Is VIN (TOP) 1 §mwJ5_1_ ��. LIP) _/ 1, Ir ASTM C 330-0 STANDARDS, AND AMERICAN TMTNG LAM SOLIM FLORIDA REPORT jftI23.01-10 AS PER 05) IN CASE THAI PRECAST STONE, OR PRECAST CONCRET�- PANELS. STUCCO OR WOOD !%O�AnRGS BE FOWUND EXISTING, .�� . C*4 — ___ - IT' 3 1 To- 3. f 5 . V 51 4' I' (BCMOM) *DGa HEADE *�L - 0'. , - 06-20T AND YAS ---.-' I---"-.,- _ - _; WALL, ANCHORS SHALL 13E LONG ENOUGH TO REACH �E MAIN STRLCTURE BEHIND � C_- Cc a) a) L_ I I - - - FLO IDA BUILGING CODE ! -6-i � T_ v), " - rm A, = � PANEL LENGTH __ I 11-13 ,,�,,g_j�v. QUOTED p L I ON (;FSE, US, A, WNGINUT AT VVEIRAP Sms 2000 + I -10 i �' I- (= CM_�X III ANCHORAGE SHALL BE AS MENOWNED IN C 1)L C 2) & C-4), .Cc � c, �� . D 0- PANEL 12, '. 1. 1. V (BOTTOM) 1 6 L ._____._1_1._1, vxwi 2 ALL ALUMINUM tXTROSIONS 10 BE 600-TO ALLOY AND TEMPER, (UNLESS MHERNI NOTED) SEE ST Ill 2 10 U) ILU 12- fir __ wwri POOL, cp ZO c- __f_j___$:_ . __ SERIES TOW :1,+ 9 i I Z.- - 5 a. ALL ALUMNUM SRECT METAL USED AT CLOSURCS SAkt HAVE 3T06-1114 ALLOY, (D) ANCROM SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND $PECffX;ATTON5 Of TNT ANCHOR" 3: C2- = C- CU -6-i _ - I �- -0 - U) N/A N/A - ��A NIA N/A N/A 12 1/2 2' (BOTTOM) - 2 0/30, ww" - "O"i = __,� ,� .06.0. -75.3 1 Ir NIA 1 12. N/A 1 12- N/A 12* 1 N/A I- & 2- � i, 11' - SEPARATION - � 1/1'20.311* - w , . . 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAUATION VRAJLS SHOWN ON SECTION I THROUGH .S! EE I:= . < __ -,.- -------.,-- _ __ ire' OR LESS 10 CLASS i - STEEL WIN, A INIMUM N o `HPOLACH C) EXCEPT THAT HEAMRS(D &(D SHALL HOT X USED. +96�9, -7E.3 ------ I /1. 5 2��-/ , "p, C3 ..X. 4 1 � 02 " . . - .='� - ;�'.4,#-nY,,t, " a 4 ALL STEEL SHEET METAL PANELS SHALL RAVE STRUCTURAI, QUALITY 5 -6S3 GRNOE 80 M . C-60 GALVA IZE N/A 13 1/2* , N/A N/A 1 4 1/2* N/A 3' (TOP) �Q QLASS t'C VSIOA3137" 11 ;40,v*;�, ,; - 12' Olt � 2 '/s, Mi,, STEEL DESIGNATION WM- 12,2 k. (AFTER TROLLED), cc , a rVIER, - N/A - 1� 9 1/2- NIA I 9 112r- I N/A . " DVE.. a I SCPARAI*N- 9 Tt SHANII BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERJFY THE SOUNDNESS OF THE STRUCTURE WHERE SH 15 TO BE 01- - - N/A 1 12" 1 MR, OVERLAP � I - 5 :�LC 3� - �_17�"__ 3 (BOTTOM) ", - - I/VZN�/V 9 TO CLASS 5 Ali, SCRtWS 7 RE STAINLESS STEEL ,104 OR 31$ AJ!D SERIES OR COPROISION RESISTANT COATED CARBON STI AS PER DIN r 'r TO INSURE PROPER ANCHORAGE- THIS SHUTTER SK41L ONLY BE ATTACHED TO CONCRETE, EILMK OR WOW - ,/4�-20A,t,.' CS, cc " w .= r N/A �E i I a I 0. 5mrs W/ 500kxl WELD STRENGTH AND 90 k. TENSILE STRENGTH AND SHAEL COMPLY W/ FLORIDA BUILDING CODE SECTION = 5; ,> 1w _____ ---- � 1 12 1 NIA 4, (TOP) - I 9/16' .- 2.11 � 3.4. � , = = -7-t ' . I 1 1 _T_ ____ IT, T - . -A . I - SEPARA-Ke, � L.,t3%*, § �F.N.w` I-, 10 CACJ� REGULAR STORM PANE! WITTI LENGTHS OVER W. AS RE-. SECTIONS, 1. 2. 4. S. b AND ALTIO�NATNTS IW, 3W & 4W 04 T: w m , - ri�__ __-N/A 'I 7 - -��, " it-- § 2 i� _,!�� - I - S@ 14 :-'IF - TO CLASS I rvm OVERLAP *_: . cr_ = _1= - i 12, 6, f Ir 1 1/2- 1 IL 11- I ,I- 1 4. (BOTTOM) I — _7 - ; 9 6, BOLTS TO BE ASTAI A-407 GALVANIZED STEEl- OR AM �$GA SERIES STAINLESS STEEL WITH 36 IIS, MINNNIV mD STRENGTH SECURE PANELS WITH APPUCAPLE .REINFORCEMENT DURING PERIODS OF HURRICANE WARNING C2. 9 _ 1 4 _L . EVERY OWP1,AP I C __ - SHEETS 4. S. 6 At 7 Rf_"ECtIVELY. SHALL 14AVE A LEGIBLE AND READILY VISIBLE MANKIND WSMUCTING OWNER OR TENANT I wo __j_j 'n. . j I _- I ----' 7. ANCHORS To WALL SHALL EE AS M1JQWS_ li- -,K INSTALLATION CONTRACTOR IS TO SM/CAULX ALL, SHUTTER CM001,11ENT EDGES WHICJ4 REMAIN IN CONTINUOUS C TACT WITH C: S I i cc al) I � I "q F , I- , � - - � �11 I - I/4-0 CAFICON ANCHORS AS MANLIFACTUIRED BY LT,W, WJU)"� ING 1416� FT,-3192 p..,,,) STORM PANELTINSIALLATION; SHALL COMPLY SAM SPECS IN IR14TED IN THIS OPAW41C PLIIS ANY BUILDING AND IONINC REGULATIONS 0- - a -A- ! I W , _j ! 18-, w I I /11 4 I A, LAOM To 064 p.a.0 "D. DESIGN PRESSURE RATING, " I � I I , __ T_ 77 1 Kv ;� 4 i I I I 11 I - - I . (Al TQ_0,XR61,Mff"Q_11&=, THEE BUILDING TO PREVENT WM/NAN INTRUSION. - 0 4 SOL SCIOCT 26 FOR ANCHORS TYPE & SPACLMC POR WALEAMONS INTO WOOT + RECIARES MR.. DISTANCE BETWEEN BOTTOM Of PANEL T I , L g ig 7Z, FISMIC VJLDM -JI/2. 1 � I MIT IS APPL�ED (TO, MINIMUM ANCHOR SFAWNGS AND MINIMUM OW OWAMM ARE 91DCATED ON THIS AND (D TO VIC 1/2* i # � S& AT :, - ;/*' 0 . 1/0' CALK -tit ANCHORS. AS MANUFACTURED BY OEM4LT Sit LE JURISDICTION WHERE FIER C� SCHEDULE. FOR CO. LM THAN ING ON SCHEDULE REDUCE ANCHOR SPACING __ I Me, �' t I . � - 4 I - /V* A 314" SQUO-SVT ANC40k&, AS DISTATOURM BY ALL POINT SCREW, BW & SPECIALTY CD - 0, CATED S - i k , � 13, (Ol THIS PRODUCT EVALUATION DOCUMENT JPLEX,) PREPARED Of T141S ENGINEER IS GENERIC AND DOES NOT PROWE INFORMATTOT1 "I'LL FACTORS' " t.L� i2 I pa C' I -1 (MM f'1000 P.,.Q FOR A SITE SPECIFIC PROJECT, i,W WHERE THE SITE CONDITIONS DEVVITE FROM TW_ P ED, THIS OPERATOR TO BE COMPEL REOL)CED SPAQNG OBTAINED USM FACTOR SNALI - r ( 4i , - 12 1 - 11 A-10 PANELMATE FEMALE 10 A PANELMATE PLVS ANCHORS, AS MANUFACTURED By FLCO CONSTRUnION PRODUCTS. MDT BE LESS THAN MINIMUM SPACM INDrATED FOR EACH ANCHOR TIME AT It 1- ' , " a tl-- __ - -, I - e i -1 .1 - 1/4-0 7AMAC NAILIN ANCHORS, AS MANUFACTURED By DEWALT, 'NCL " ANCHORS LEOV40, F�10 __ - i� " - I I ,�_ I - (b) CONTRACTOR TO BE RESPONSMILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT - , - 11 2 1 i i I I . I I - I BASED ON THIS PEO PROVIDE HE/SHE DOES NOT DLVAAF FROM THE CONDITIONS DETAILED ON NIS DOCUMENT I L AMONOR TYPE - '!� "I __j/VW ++ REQUIRES Max. DISTANCE BETWEEN EDITOR OF FARE, 8 L I�V* PWdLMA FEMALE 0 � . I __� ] MINIMUM EM ED ' CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOU" .- '1V_ ----YV!1-!_/j _ i I 21.1 %, !--- A 1) MEW OF TAPCON ANCHORS LUM POURED CONCRETE SHAU RE 1 3/4". 2' TOP ELCO PANELMATE AAL TI-CON 'Amillsimm: I m AND M To BE- 3/,S* 3/16 Y/ * ,.UT, 'PANn"VE PLUS W/ I I ..... I _., I ,�/4' FURIZAVAC NAJUN ANCHORS, %== I AN=11 cNX_ ___ 1W Mim THREADED I ZA'2W4' M.S. . -1 � v I&IroxyJ32, wmst; - ___ __ - Max. 19.1 ,=-,"*,I NOTE M OLLOW) pEww'ONs, 12 I12- OC � V- --,---- - . -- � - (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOITFIED . � MOM SPACING DO 3 2,/2 . I � L .L - I _. OL, '/Vv-m3/.- A.2) CALK -IN At SCUD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO ME -GURLD CONCRM_ 140 EMBEVIIENT INTO V-1 �/ So 1�.-IV%I o � 7 1 �, � . I , " al -=�'U�.;",,Eo I I / - 3/ - � I STUCCO SHALL BE PITRMIMO� I/V IVn2G SCREWS WSM SHALL K 'I 112- LONG MINIMUM SHOULD STUCCO ExI,q, (4) SITE SPECIFIC PROJECTS SHALL, BE PREPARED BY A FLUROA REGMTERED ENGINEER OP. AOCHTFECT WHIC,1 WILL BECOME ME RMINOTAAC, w NO 3 � I", L , I I � �_ IT, ,I" I" I __ ___ L "ajZEM& -I I ; .23 w2ld, ,vo 140� , WMI-c"NEW - NO STUCCO, AND MAY BE HE40 W�f �'ft OR ALL YHREAGED EtRCWS WID I, - ____ _ 4 S!,2 $9. AMR, 011 47 ,,V&;T,C,PLU'S, im, - TOG ON ON COOK 11 .1 � I a, j 1-: JC101.3/321 AND 11* MINIMUM FDR WALLS WITH, m �f W, ENGINEER OF RECORD (EG,R MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR lli� I �2�'&!V,14 f, �� ( BUT " WING NURS PROPER USE Of - I, - it -FIR, - RECORD, ACTING AS A DELKA11M ENGINEER TO TK "K CA "K !m rhm ff" W, PENETRATION * IV* I "", f CHUN NOTE ,A SELON) �' I ,, ,, -, 11 I I &O 11zWt;rw.v&_., , 1i sm Iwo 0 , I I L� , , P,i:,D ENGINEER SH0,11 SUBMIT 10 IRS LATTER ME SITE SPECIFIC DRAWINGS FOR REVIEW, I,- - I 'I -1/4*0 LAG SCREWS a r OCL W/ � 1/1'. LAO 50"S 0 r X-5) IN CASE THAT PRECAST $rDNC. PRECAST CONCRM PANELS, PAYERS, STUCCO OR WOOD BOARDS BE FOU 0 ON I z m - - I . " " FLS I ,?r - I I - *A. (4 Z'I., AMM I i 1 \ ,,� I 1/2' W.. THAEAVED PTILEMI-IOV, ,,,, (14. I., - � ''a"V.M,Norpn�&Ai� "ISTNO, WALL OR JFEOOR� ANCHORS SHALI. RE LQN6 ENOUTAt TO REACH THE MAIN STRUCTURE BEHIND SUCH RANH te) THIS P1.0. SHALL BEAR ME W-Z AND ORIGINAL SEAt AND SIGNATURE or THE PROFr_jjS*NX - � - �w WALL MOV WOOD PLATE REW*M ALTERNAIM 2-1w . � I I I I W& LvTE IS Of Pon ANCHORAGE SHAL-1 BE AS MENMUNCO IN A.I) AND IN A.2). I ENGINEER OF RECORD THAT PREPARED IT __-L _01 - I - - G FLAT OR ON LOGE i - idt', 2".., AMC- OR ON Em 1. - -- I LOR 0 Imm go SCALE I/V- . 11 I I % IV PLATE ASOLlem , T 1, I � s :��--TL--4 I - I. - - I , , I 11 LD_OUT MOUNT XdRw RJZL -- Lit- SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM _. I.ae "W I � , I (B) M-1- _9Qw- _%=_"_L_Aam_�_2D PANE1 SHUTTER IN ACCOROANCEE Vffl`H SECTION 1709L9.2 Of FLORIDA BUILDING CODE, ONE LABEL J ALTERNATIVE I . BUI ING - t1C 0 TAKON ANCHORS AS TANNIUFACTURED BY I I W BVILDEX, iK. ST: "Na ,/..-,. I , L SHALL BE PLACED FOR EVERY OPENING LNBEUNC. TO COMPLY WITH SCOTON 1709,9.3 O� THE I lie 0 , 1/8* CALK -IN ANCHM, A!� MANUFACTURED BY OFINALT, INC FLORIDA BUILDING CODE - I i : � . - 11.1. NG __ 1/4'0 X 3/4' SOLID -SET ANCHOR$� AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO 10=1 �� ',,-,-, - .- ALTERNA191 4"W _ 11 I 4- 10 PANELMATE FEMALE 0 AND PANMMATE FLU ANCHORS, AS MANUFACTURED BY CLOD CONSTRUCTION PR%tj��tkllltmq, 0ITIIIIHONON, 1, INSTALLATIOUS APE ONLY YAW) I" BUILDINGS WITH A,S.qL D�SIGI IOAVI S[1, 'LONINTRAM, 1, SCALE 1I/V_`[ I 1� AS WANUFACTOREDSOY DEWALT, K %w '�� L� TO +66.0, -YS1 "t AND PANEL'S LENGTH UP TO S-TO, f� , 4 - IIV A ZmW N*IUN ANCHORS ',NN , �n�.!IWN " - . . � -, ok A. Tit "... !� ,�'. 4 Far, NEW M .CTON2 rW MfIARERS 70 RE SOU'ilegll *00", I L� A Tit I . D ,,4�IEW 1.,� 1�,�rc_ . L .,. * , FLOW one Zone) '. ALE I, ,01� L ,� ___.1 . It � . ,0' � FRAME CONSTD.I � 0. T) MiNTMU ZMEtOME,NY OF TAKCIN ANCHORS, SICO PANICLAXTESAARI, ZAMAC Nk'UN ANCHORL RIM E q0;0p1` % BUILDING CODE (*Gn High Velocity N 11 - FINE N.+ %PECWX DENSITY OF 4,,t, OR MUN_ ' - `�'77-t ,'*W -'* - yr, ENS, `- BLOCK"UNT1 .SHALL BE 1 1/4' 0 1* ,-:�? I , , ''I I", . 410$�-.",p se -1 , ;Cane zome)l - .-Z 11 I 4e � .., ... % - % am. m"XP1 AC FA� I I FLORIDA BUILDING CODE (High liNtiocIty Hu i I T , - FLORIDA BUILDING CODE (High VOTOCIfY HUr Dan* Zone) -a,, IJ644 7 _' - 24 GAGE GALVANIZED STEEL STORM PANEL * - '. S DIMON TIT, = . . .2m 'itla,0. �. ft, .10. "Llem. WC� ' STUCCO SHALL BE PERMITTED. I/V IA-20 scRm u= SHALL BE ! ,/2* LO-14C MINIMUM SHOVILD "IST, IT _ - I - No. I: � fl.�) CALK-* a SOLO -SET A14CHURS S;i.,ALL SL� EMBEDDED 7/er INTO ,HE CONCRETE BLOCK UNIT, No . * = 20 GAGE GALVANIZED STEEL STORM PANEL SIT 1 � No = * - . = oft" S, go AS = :*= 20 GAGE GALYAMIZED STEEL STORM PANEL 11 - -1 z * '. . SEE BOX AT tDA = TF: = Ce"I. W� AMC I' MINIMUM FOR WALLS VWCH NO STUCCO. ' * __ \ GLOBAL PROTECTION PRODUCTS, I.I.C. " - . -, IOU AT . e.m `,H AFRO IiEACCI . . / . = . � = - ___ - � '* SIAUE F - DATE, 1,0,- S ED 0/m/Moo I=, TME"Oo I !�MiE�l ,'-F Atfoum lk I'% STA OF ( ./"/z,%N; , z I A60a S* SI SIRM � I!-. - -I / GLOBAL PROTECTION PRODUCTS. U.C. IXTE. ING",* I , — GLO13AL PROTECTION PRODUCTS. I.I.C. 8,3) It, CASE THAT PRECAST STONE, OR PRECAST CONC ETC PANELS. STUCCO OR WOOD BOARDS - --.-- TILER " '"W" AM IMAE� `,. XVII. __ 4�'m TO REACH THE MAIN STRUCTURE BEHIND - Rall _ L - RAN _ �. Is:MjASa-?.s, 'Ax, (SHL)m ISI 0� . �. R01--, / IIILAIECO..Z� _091111,19joh-DE-mm" ALTIMMv __ ...--. jjogjza� , �,. 't ) Dv,. __ � S.W. � .mm - --- - .I - 2%= Cam 20-175 - . . 4800 S.W. 5, 91417 _� NCOR AT17 nEUT PHONE D%T- ". W31, �, C,�P, �� TMM 7M.-,.-�., .111""7 'to. 20-116 D IN AM "Hw-mmH . X.�� - a" "am. Ca, tAAE. fL =1 ANCHORAGE SHAUL BE AS MENTIONED 14 0.1) AND IN ") , PRAMAP - - wrt: I'llatRIVERRO CORPAlff - ........ ___ __ - - � ,='Ram,m1_RMWx,P_.IxS TRIS-71M. FXX'(WM"M 0006". - _'��/ NALL 444, - ' TOP & 00TIOM "WIVNIS CAN SE Commmi ___ A � IT . = mv, �. PZ I I - _IE. - P0 - - - I - ,a '1111110 PAIM .. � A� � =' )N`WT!`0� to_ t-UNCla-sm, 20-176 ;,,,-,,-,j,-,�,,�,--,,,-..,�i.T6./,�IT, -- Ax�,� 111 4 - - M"No �, WAY TO W ANY OCCIALLATKIN SOME,, IAX _ , U,11 IT 07 i I IHIMT , =111 E I � I � = , I , I IV � I. 11 , I - -,--. 1- -1 -11, - - I PE WAVINGNMIRRE/04TE - [ , I MON, - � . 'ILI i , Imattuc-Ism/axii: CA-00mio - I- !--i wmato iI IN, 5HIMEA "wils NOT s�om to WAILIM 9. Tm I i = Z t, P - � I - - -- - I UT 0_ PE wnz_ I - W. �= i am a IS, a I , - __1m Et±zn -,-- ---Fkgft4-j - 2 F9 I I� ! I � - I I __ w __ I I I ___ - -,- , ,- , - � - - - __ mi MAXWMKA � NO (BRA, , "01W 1/4 3/4 4/6. 5/5 & 6/5 *2/4 'W LATION DETAILS CO PONENIM FOR REGULAR. UEE SAEM & E-Z HANG SJQRM PANELSMEMS MAXIMUM SINGLE PANEL (D 1rNGT4 'Lw SIC FnULF Al STORM I ifi, 2�/S. ,3W/7 & 4W/7 INSIAL EQ8 REGULAR -PAN&- 10 3. MA, ANCHORS (SEE SCHEDULE ON ...... �* IM RQUEED CONCRETE 08 ONCRETE BLQCK MUCIURES (SCALE 112-11) -1 EMELS IHUA"OON INTO POURED CONCREM, WHOM BLQMA-W= (t) - _'_ __ _____ HEETS 9, 10 Alli __ _ __ _ ___ I ___ __ __ - - __ - __ 3: MAX- ; I* WIN 4 � 1 WAR. � - ____ ---,----- ____ - I . -15.125- (TOTAL WOM) � - - ----- - - ---- , - -- --- - - - SIRGLE PANELS111) UNRE&TRAOM SING" PANELS (1-1 . � ! , -.- IT W----: 6 0 6 - POURED CONCRETE . . . ---- -------------,-- - 12SOD" (EFFECTIVE MGM— ------L----- -___ I - 103, f 1�4'02-/" 1 IEND mm IMGKS z - I - a d, 29 D.M..(j),(�) - . � I—— __ -F-1 , __wSm-p0I11m0LCCDN"`C` I CONCRETE BLOCK I ' : f_ - L-256* _ �7,. _ S STM RACCED . , 4 -i - -1 ' T- r- -1 - -1 - I- - I- -1 - I -r- -r- T _� -1-i-1 , F . . . . . . I� WIAMED. j � _'_ - -- L L 5 1/4. (Typ) - ". � - ! aL" * _____1 r T I i � I , ACCUSED � � � � f- .374 "25. , TO ANSLE a 6 1/4 , mmia wGuNrED-ALuoijae I I L . ONORM ANCHORS CONCRETE ANCHORS � � i I f-t- -[ i � I (SEE SCHEDULE ON _ L ALEVERS:0) MAXIMUM PANEL LENGTH I I - . I I (SEE SCHEDULE ON - 'r r"TING POURED L - 1�" L� I I .. 11 , . , - - 1, I I 1-1 - _ Olt ll:r ac I I , i 1 ' I I i I j I � I Ism 9 THROUGH 10) SHEETS B ,Hkw(;H 10) , , ') 1.250, loa. HIS,- , 085, , @ of 'L�: r I �I.wq' "L+` OR "L-" (ft.) 0 -L+- OR -L-- (ft.) 0 L I ; r& CONCRETE OR I . I I ; DONICRETC SlU09; - _ 30 TO I A, :4�/ . j" 1� , � �3,3�5, - I I MAXIMUM kslcl. SWOOMUM A,S.D� CONCRE7 � L, �r !-,-- l/2- � it/,. i 1 I/2* ; i I/V FREGLISIM. I I "�i, I , : DESIGN I � I I - I yEMME i � .1 � I I ". so CONCRETE & WOOD E &VMW I I L""� i I 1__ � I 34VIC.. , -,.,-,- � --------- ` I 1-1-1- - , * I I A I r� - 1 1 1 IT I - --- - - ' 'E'S I - J, � � -_ 250-V .4"; " I i -I 6 - � GEORG . i � ... i _- ""L - - I � - Soc.',� � j,3SG1 _- _.j,3EG`r - - 1.3r, - _ I " � r t! r' .. 1 ) "' (MAY K WAXIMUM PANEL LENGTH @ I I - C2) _ �:� _ - , � < I 1, ,+ 4 1, I __ ` PRESSURE Nwn mlj' I --.--- - i �1-1 -, I - " - --L---- I - �,.,,,, -4 � . , -_ - ; - ____ I I � - -----"-- ---I ,�� ., . , �V' � EDGE D ZED EL " , 1 .(%4* INSTALLAIDOW t W&wtoms t - i � � ,� "�� , � CONCRETE ANCHORS , I ASTM ASS3 TYR I '250.2.0)0* � .054' - .- PRESSURE RATING I ! tp�l,) I+ ar - (P-0.) (+ . -) ----;---r -L ; . �� ! (SM �Euvu, ON( ". L+ __ i i ` , L I . GRADE Do MINIMUM HEM L_ L - . I .1 - i � I . .. ibj in. � ! I - � 2.125* � I � I ! 1 -, I I 6,�,'.' � ED" . L- -_ I I I � i - I 4. - 'L ! - - -CIETAIL A . �j L I ,� .08. . 1 me 12*-O* 121-01 2ao 74�4- 13*-O' � L - -A, I - . I I I i 1 2" L ---- ---- _____ - _1TYP - __. - - 1 - _1 - - I 9 i It - I ___� 12 21LO v i ��;2�',, , , ", ". �Ig,� � � �, � I I ��Ii ��,_�1%4 Z�1'�"� - I � I I . - - ___ mb .) I i I , , , - - -1 �� (3) STORM PANE I __,�,w ,-Ir , -i-1�18— IV^ I I'- I 1 I i I , I I � IVRR,,9� i 1 4 1 .. I k _,,w _ - - I - __ 2.0001- 1 1 jo.0 I f --,e ?w 7. 1 1@h - - L - - I I L E ;,� , ". - PANELS SHALL BE INSIALLED ALWAYS [ �, I I im 4V _t � I . � ! I f - - ;1 Cl) C1 I I , 11 1 � -f_1 ) � 060 GAL, � " ., _ ,%. I 7 1 _A;1'�_-) . .... . , ---- _ _ _j I ,-7: S I - LL -2,357*'--- ___2�0_ _i_,�__v* _2�__,* _0�v UNBOLTED PANELS I � _. - I - W/ 40-20.1, 1 I I - , , FROM Lm M Rom W/ 1/2- LEG i - to' -v` _,ma 61- _rw -S- I C I I - - 4-S., ZS, WT W/ do Ek OVER i I i � I ��r AME WITIj STUD _____ �G_ to' To' - — ___L __K_ (SEC SECTIONS AS I I I IT � 1 I i 4GO IQ' 1, 91-41 4GO I..4. 101-11 APPLI IX) (SEE SECTIONS AS L_,______VA___ 1_1 /,-#-m2;mlw ___�t� -1- _��,'�; i I v I , . .�, � I , ,�r 1 I j AT END AT LET SOE OF PANEL (�) nf-ffAM 4) X--TMK (�) - — ___ I I I I -1 .1 49 =0 SCRARARON ��-._ 4", E � D _ - i SEPARATION , I (ka FDA mme. ,,�',,� 4 - ___ ___q,Z_,F_ _i;__;;__ _ZO #'-I� 4--7; 1 � � X ' - i r - _,# � R, 0 M. lop tow 4&� . , I i i I " I DISC MR I*& , I - ____ : . � �___ TO CILISS. TO CLASS, I I ,� __ OF CAROL ____.- ----- - __iiV�__ - ,--;;,:;;- __;C_v___,_ - [ ] 1 " I -1 , I ��, , I I I I 't � I -1 �� I ,,�,';A, 1�, i � , 1, - I , , 1, IL ] 1 � "_�� I I— - I � I p� . "I' � - i 11 I 'V"L -,- I � � ,1 � `1 I 4 0 "I I"A I 0 -!: _#� L , 1 ,_ J_ I � �, , , Umm CAW t-lrl (SEE SCHEDULE ,asim axin, r-r PALIOU'S LAO LIP .=�`. Si. - _�F__-, -'-?L - �S:_ - _ --- __ -_ -I V I 'L . V M., I I I I � 1� __..� --- I— 1 I . i I I I � : IL" Max. D14 17 M � , I ; d -------F- -_ - - -_ f I I I I I I 1 1 1 i � i I . . - I 1 PANEL LENGTH _: a ;;:3- ;7- WIG i_W 7�� 1 , . I I ._,�____ __i__8_ _7_i:_ � i ,� - I ON SHEET 3) 11 I � PANEL LENGTH -4 C.To =_ L �� a 1 1 I I - � , -,I - , I , - I ULE '" I _____ ___ I 1 , 1 1 1 1 1 : , rONCR M� ANCHORS T=- - - L L "A -1- --- I v [ I , ",_ - - - I 'm SCHEDULE .,, I I (SEE SO4MULE < I- --iw " - - __"�_ - -_ - �7oo_ , -2--e - r I 1 1 1 , 1 1 �1 ON SHEET 3) ON SHEET 3) I _T "I * ;�_ _?__Ii;__ L�SFIT_ e I I , I 11 I , , I � _. , '11w: .,270, L _11510 01-1- li-Q, __ --iia- S,-r 71-0- 1 11 I � I I I I ` I , , , I 1 I ! 8 =_1 1�;: sl��,$_) + - I PMU LENGTH ON SHEET 3) - L__ �' 1�, " to.05, , � -1, � �, PANEL I p (SEE SCHEDULE - W/ Nawrv� iow , - -, /I � - - , , I I -1 i I - � " i A , ,�� 133', 0 2ZO, � _L , *__' __ -1 P&G 70.0 ?'-S* 51! I ! � 11 I L ----IV T' T - ---I � ,SIN-EM-111 I D.M_(�)� 9 TN6z 101 - I � ,- ___! -� - 1`00, SLM IL 1511 -0 7'-5- ii-to- MO 7'-21 17 1". (Z�I 1 2 11�-_d' � ',�.�; I . I I -41 I 0 41 L _(D sox 0 ! � �, - - �, I- -- - . Q, ____ - � -1 -1 , ��, , , ", -1 1 i I 1 1 I Ca, - t I I - � I -----":- _._ - __ � I - �Iwi�,,�___`,__�� _ L11 ___�___ iT = OLD -i 4 1 C M - L " '"" - , , � "T 4 "imap-lo / !I:NR ' = I r " I i I � I- 1� I [ 1. � 11 � I 1 1, Ift . , � m 't, 11 , � . I , I , , 1, I , " � I , � I I � , 5 i , , � . . , . I i 7 IAl *_ , � , 1� . 11 � , L.- I Li -1 - S a i I 0 TI * , I _v - 4:0 I T_�,�� H �S`1`11111 BE I - I U, I- — -- .a. rl/11� ....", I , PIT ii(,-�/--wx, , , I '' �G`VI 0, C ,A 5.7 ' — - all" FiIVI� �; I ) _ r_ I , I_ pull N 4 . ____ I . m z I 'IS' I N Foo t roo;,(,,� z RE I � - AP 'I I -9 1, 1-1. - - OF *L' i [ 6 . Am � �, g"', 1�, � - L_ - MID 1-1. - " � Oru - - "All . , Mal 1. - � 1 2 ___ 1 , 6�71 SOLO _'. 3. [*. _ -_ -_ 3 M19 I . a" 71-01 V-31 0 7�;- --6,-I- 1 ,I 111-A-1191" -, � 1__T_ I - - 'L _S9,_ .- Kmwmtk� _,_ L I 002706 -11 #014. _,� ! =_1 i J'T,'Yo'� PANEL R __ ____ I---- ; Lts `x - 7 _ �6 SOL" _-, OF v . � , I%WETR1 V UTAIL, A Co. I '7 ,_� Z,� 2,250' - Z__' '0 - I (�� I a. T - - 1/4, 3/4, 4^ 5/5 & iji'* "A' I - I il -I OL3' ! ___ L - _ I- I ti�_111 - - ] - '. '.i. " ! M", I -_ �' , " IS a 6 1/4" 0'r I'�ll?�'ll",��,�,-�,�-,�,,,��,,,'9 i m : �`-�2,� , / , r"!7_11 CIT;110 _ ____ - 1 Ljo, 2/4 , - 4 i 4, L - )a j 3311 L.- , 6*_R1 6�2* W.0 &'-IS" _F__i;_ VIV/6, 2W/6, 3W/7 & 4W/7 _7_11� 1 1 � , l , � "", �U� � " - 31 �?1161�"11�6 1 � , - , 4" ) - , - i ,1,1� __Ir I - W. .00' - ____;i_v___ __W:;;__ "_`lF:w_" .j.-I-r-, ,,_,,_ Z�_Jo. 11) , � i � �' ` IV , � I � 1 *5i I I I mi ROUNDED CORNER # ENOS OF PANELS I � __ - - - ------- ANCHORS (SEE $CNEGULE ON SHECIS 2, if) IS '- -'-'- --' - -1 ; I - - - L END LIP W/ HEMMED LOGE. I " I --- I I �__A.SQSI l2s, ICO, 8- 11 , I I 1 F-It,378' --,-- �_,_ i ". 11 I ED. I : - -1 --- __i��7_ - _�_ - , I EIQ ,�� 1, """" I la� W_ P - TOTO 61-31 It - � - _�, , , - I L i I I . ".i-l".�0", ,� I . 1 6'-3" 5*-4 * I . L � I J, - I - I 1 7 wo, i ED" Or PANEL ___ N.T.S. . �,�.`, � _4 4u- _ - 1 S-7, 1 . _. 7 1 1 =PrEq_� j , , , D.C. I - - ,� - ��` R _."�� . ; ; �_ -_ CONCRETE BLOCK I, , "' L CONCRETE ANCHOR- I I I i W-'- - t W= m sommil OR _ I L - - #.-a. __ (MIN O'EIS I i I I ' � REQUIRED. (SEE SC ON L I I" - - - 1 Gill' (�) KEY HOLE WASH " ,,Do —1 lag ___ __ , , 19 11/� � - APPLICABLE) (NLTS) TIE, , I........" � TYR BOTTOM PATAU" _5__;�__ —go" —, __ — L (1) ELEVATION 1, 4 _... , ,,?, 1175.0 41-31 ,le Max GAIR �_, Lz� I- I I -1 I I 1. - - 2.68 , ____ �, , _1'1,1`� , ; I � 3,750, - W1 -.750 - _AP I I A i i 072' . (T,v.) 3 175.0 - _. I alo� @ I . - - .1-te I -_ -_ _1 VtQE VALLEY. - . I . __Ak4___4O_ 11111ZIN: 1:11. " *1 I'll - SHEETS 9 THRC - IF SLEEVE LID40110 IS I J*, I `� qp\ � -NS . -_;� . 11*1\1'_� " __ .?w - 1813* LIMITATIONS / - ' �' - " " SOU � .091, I I - - DAILY %IWO FOR INSTALLATIONS INTO 1150 -1 -� _A J_ . I- __ � � @ -1-1, __ - - I - - ___ -I "e"'. ` 2�1 4, I T .SM $HM 6 FOR ADDOVAN, I- l. -A-- 4 �'�:� , 725, I ., 7- '� �_ �!� 1%; � �11111. !/ -,-- 1 f__]�' ER , �_� , ,,(k ONLY " - ALT MTE . i - � I . _ 1/4 — CALK -IN AANCHO � I I \T-/, I 1�� ,- (�) SLEM 2 Ill I - e WOOD STRUCTURES k4N4mum SEPARA" TO GLASS SCHEDULE MAX, GOP \7r/ f LED L ' EXISTING POURED CONCRETE I 2iv I , 37 i A, Tsr'- , g /17\ ,41 AM USED & W/ -- OR CONC41M SIOCK � � - f MALAER911 _ I 1 * PANELMATIES ANC I I - ALTERNATE OONCW[!L� I POURED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED. ,,7�0 -,D1 N.T.S. _�_Ij I �_= I C� i � � � MAXIMUNI WVO SPEW 4 170 P�I, WIND SPEED � VFO -0, -1 . .Do. j PANEL ANCHORS RM SLOCK REOVIFINEIT t- I- I I . - I � 1 -1 __ _ I -2,OW --- 31150 "' (SEC SCHEDULE ON �!,� 1=VGS? i ,!I - - 193" � ROOM SHEETS 9 THROUGH 10) 4 ,6 ST& 1 2AIDO, ,Ller , 4 I" RED ON I - _� 12S, � , I NED VMS 9 MROUOH 10) - 7.548" - (Typ.)t � � E �11*� �Ir/4 D(l) L4� �r %MA�� 30 OR LESS I RIAMEn � - EDM= FOR A GIVEN POSITIVE A45-01 DESIGN UMD. . I-. I L� A GIVEN NEGATIVE ASO. MON LOAD, - , .--O---- ":..,.. L 4 � A L,w .250:- - I. � 1. tZ) PROCEDURE TO DETERMINE MkXWUtA PANEL LEND" (�) REV, *H' HEADER (�) .U. HEADER --- �t - - -, I' WON. TO S' Max, - __ I , -1 U (TYP.) 1 >3:t To " 1 7 1/2- 1 7 1/2' - - GREW A POSITIVE A.SLD. DES" LOAD, DETERMINE MAXIMUM PANEL LENGTH *L-' FROM SCHEDULE, I '. I I- ? 11r 7 1/2- GWEN A REGATTA A.SIX DESIGN LORD, DETERMINE MAXIMUM PANEL LENGTH %' FROM S - 2 Aw (R SLEEVE 1* MAX. - _2�000____ — I —_ I FF44L MAXIMOM ALLOWABLE PANEL LENGTH IS EQUAL TO THE "Wis DETERMINED PANE1.01=40111 LD-Ilff 11OUffM NG WALL Mou Ea MOUNT � 1. I I- I - 1 7 1/2- 1 BETWEEN -L+' AM "L-" r M&M 9B&ff . Irm w a RD ANGLE . xx 11) SEE EDULE BELOW MR MR EL UNOTH POROSITY QUALIFICATION SECTION I I . __. - 3,000'- - .... '"INTINA,et I,Uf J juA&K U r8131611A IMMALM I SCALE ,/,-,. SCALE 3/8- SCALE -1 - iii� - 6WI-76 ALLOY 1 �4 1 ,_ "'o, 0_1L4LNw MINIMUM eMEL - t #mPALLATKINS MO *Mo ARE L401ED TO , 05 P,arf MAX ALSO. DESIGN PRESSURE RA'n � - .� -��W- .5WJ!��X .1 R__ A GKIN MQUNTING CONATM ,,AHt T"# fjr��,;I. �'O�Sil. i - D' � (USE ONLY FOR C-Z HANG STORM PANEL - ___ - ____ - -1 - - 1- 3-m S; __ - - "A""S"T -GIR , ., 11 S 0, to & IT m wx� &S'D. Onott LOADS or _ ---- j - 1082, ,-V, ,C.�"'Nr -,nlp - , .0 Ir ANDUT IN. . (WOO SPAM Q IS USED , ,*.' 'EN4, , SYSTEM) 6065-76 ALUM. ALLOY �h �r TIN" A" - I -P Hy Hu cons Zone), HEADE EM PACK W/% Am. 111- . . . I 671, 1� � . , TOP 11 I SLILD -,,�vl%_. %� FLORIDA OUILDINO CODE (Nbrl High, Velocity Hu one zone � , - � __� .,,,� ,275 --I' , DIRECT It � r I jr�4.11 1-Ii-1-11 114V III I No. 44167 ; I FLORIDA BUILDING CODE (Non High VOID BOTTOM MOUNT I R H 7 ,,,,,SL, � �g FLORIDA BUILDING CODE (Non High VolooU HWu cone Zonts)l �. I i-t-1�_1--." I �5 1 . ON z . �. it I - _ � ` -,I- I. I . . $� I - .. ' 2.0720C, i a, - ED. 4 - F^ � .1 24 GAGE GALVANIZED STEEL STORM PANEL 1 - - , * ` TIT F .2m Tillm INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.0- - DwCT MOUNT 46, � _A2, 1. w Sv So, 1 S OM TIVEM SC. 24 GAGE GALVANIZED STEEL STORM PANEL ". t RRIPW PLIOM ML ,.� '*' I lom 123, ��. i�ll -MIN is 4p> ImN. a a 111� - I ------!- I- , � - -k - I I � - E z : ' = I%AWM � I I ". , ' ORMI St. 9 * ,44167 �. - DRAWN BY. - . I - 051 SIAT , z 7T- '. . I.-- = IT i ' I_S*XIS1 STUD ANOLE -7- . = : - NI �_ I ,*� ... � I [ , .088' I ' --w W t = 44167 � I I I : = - I , � 2w. , E O' _' 32" 32, 42 * .*- . � * .*. Y,3 , J, , -j" ,� I 1 --.�O ... . MAI GLOBAL PROTECT) , a7/v/:taml U=NS - Z I I L1 IE C 0 .. SAW, i _;27- 42' 67* 11LIECOsm GLOBAL PROTECTION PRODUCTS, I.I.C. SAM ED. - EDGE OISTA14CE � -;- STATE OF' CA"[�____ GLOBAL PROTEMON PRODUCTS, LLC. ' Wim S. 5, slia-, - I 6D I ;If OF l��_ ., 11 , I (SEE DoE I., __ SEE SECTIONS __ - - i�_ - ` _ , I0 '4 -�� "' - - , �1_ c�� amm S.W1 51 STREET SCHEDULE ON TOP & BOTTOM MOUNTINCS CAN BE Wife S-1, 51 S.W - - 2.000, -- - - - L I __0- .. 1D '..�,". ON PRODUCTS, U.C. , *I' CRACK - w 32" __!!:_� �� __ / W 1 32' � w Se L!�_ 20-17S - * _.T., 204' IAIN - 0K.v BUILO-OUT 'r TRACK ANOLE " "�I . !��,��-- "40RID" ,- ------- - - - - al _ M 333" 32' 3w 1 OVAL FL 3MV4 O"AL P_ 33314 . .M." Ve�� M-?Ub. I-- (W)Bbt�7 -175 �`__,._is- ! ! I! T.I!L. - - -;10,Vr1_11_11_ 1w - - - � -� No ma-m '/ Irlm-1 ,�� 1p_�;�/i�_7111 ,,:go,,_T0' Ploat", (w) 20 P.z� I ,wT. 9 Is 10) 4)m W%mv - - = A PNOWIC, (W)SO-�6. ml m�)M-� S COMBINED IN ANY WAY TO SUIT ANY " PHOMI'l ololillt�ltac Ilu: (05 20-175 (ZAMAC 3 ALLOY) *Awl 416"M I-- - rm & X� v I Sex ""'z", 1, ' fff OROM ". INSTALLATION. -1 - I On"m Ax, @ -OUT Atr (R ,QUILQ-OUT OE* TRACK C4 & 6� WASHERED WINGNVI . am - 14 i 5 , �, I xxx`axxx� . _!,� . 0,15.1 — 1- "ItAi-I"IN I W.'"..., _7=7_11- _1i — A!" KID . or IS � - 511127 2 OF IS I, . I I smn I w Is L AN N Y'Ipl,,C�OalA .... It . F�,,,Mtc WAL A. UT J1. P's . � N6 1 E_ I � �� , - P,r siSm.,sallamtolt,elloc Ck-amIll � i 1. A t- C'%CS "o WALMAIN o :�� I �, mgm,v . 11� P'L I Bani0— to, __� ill Ijmiw1*4,--T1 - — I I 11 — ______ ___ � I I — - - I _ — — ____ INSTALLATION DEJAILS FQR REPULAS—EAffl.2 MAUATION DEINU EOR REQULAR INTO PORED 9ONCRETE OR CONCRETE MCK STRUCIURE IN10 W991? STRUCTURE—S , I 11 T I I � 1-11 __ - `__ ___________._.._ INSTALLAT19H 12LIAILS FOR REGULAR PANEL I INTO WQOQ - - 1- j: � 11 -1 __ ml ' - I-,,-- .L , I ��L - � 7 ., � ----W-,- i � , �L, � I �i SEPARATION , __1 - �'. I� I _61) ! I - - - J� I ,- �-��--� � " - � � I ,� - I i I I - ALTERNATE CONCRETE I � � , I TO SG -_ -- '' . - - I ': I WOOD ANCHORS �_ - - L- - - -_ (S LASS- - I - , I - _T .. . I - C= 7 ANCHORS LOCATION / , ; - .. X-20x" EE 1, I ,,, " � ALTERNATE LEG - :, , SEE SCHEDULE ON , " I I � i , ON SHEET a) i _ , ' r ' T I - - , I �-- - _IQCAlKw CONCRETE ANCHORS M SCHEDULE ON I �Ji � SHEET I 1) ,.- Sw F - .;/_1.1a0 Vx8* WOOD A I 1� I � '': � � L (33 ."W WAD oftTs � -, -: : - - ,L 1. � , , is I - �__ ' _! ' , , L' I SCHE ON— CIMINO POURED CONCREn SHEETS 9 THROUGH 10) Emma POURED coNcRtm- , , I A I/V SO, _ M."a'SMI . I�L j (SEE , I - 1 ii� � L --- I .. - . SCAM . � � - OULE - - OR CONCRETE BLOM I , _ , " - ": , ,� r - �, ,`w�.._ - 21� - - A- - � CTU05q.� I I � : � � r , il 1 SHEETS 9 08 0 KCRETE BLOCK : REQUIRED. wil.", I --- I f, " � �.� � i � " ----#--- ==%-) ADEQUACY OF EXISTING WOOD I � z L 'L. - Cn v THROUGH 101, "Iwo � !I �� A, 11 .. . I ) , i I . � 11 ,�� it I I �e, - -1 I i�� , I CmFIE0 Esw L " " , I , - ; I . REG, " e,& , I , Z, r " ; �n I _ f "IS1111- t �io 14 -�, I � _1 I � � I I ,� LEG �� - � ,,�� I � - � ; j, P, I '� I --) " 111%� , ljt� ,� L , , -"--"--- I _ 1: M., SEW TO BE R Le " � 1'1�1 - � ii, �0` _0 L. a) �', � I r- -I--------- � REGISTERED UnCINUR OR EXISTING POURED ,� � .2 1 PANEL LENGTH � �- -f.D, , ,,,*� /�= CONCRETE ANCHORS ,,��L � -I' WOOD ANCHORS m'"i I (SEC SCHEDULE ARCHITECT PRICIR TO SHUTIE I I .111, WOOD �, , I W � I � , L . CONCRETE Peouilff I ( REOUVZV�' � L � , .� � (SEE SC __ �- - 7- " x m � I � � , ,,,, ;:'�,,, . _:� I I 1 ,4 71 W71-51c", � � - 1 I/V SHEET I 1) , �, L p I I --- - __ - - - � - - - _41 = - - - �� 8 � i I I I � - I _ , 11. � � HEDULE ON w I � _ _____ I I ON SH Ij- FOR INSTALLATION, L I I �!� PAn '�' /,'�," � -9- - " 1. d) � 441.11 Hu WASHIA WAD W W 1� "' SHEETS I ALTERNATE WOW ANC4QrLS $AIR - �' I , I I -I- " !! - i__ I . �p . '. ,� -1 I X Niii mra � -= !]�Z� , I �', C m" 2 5 L j L" _4 1�000 ANCHORS I , TES So" OR I I SCHEDULE ON (SEC Sclwu 00, I I I �� ,'-'i�,Ne,�,;,,.�, 11- - 2 �, @ , _.. u, 1- , I .. - I S" - �, ,� lk" I ,I , - I -zo� ED - _... 20pl* " .5. At/ W - , � I I - -- ,� . - I MA_ER_ 1. C1 'I Of v .' SHEET t 1) SHEET I I) , I - L -- 0 I ,/. I; I/v 0. NO � -, VAI;lw. � M.W. A/ IAN . , . � I It] , , _,_� �1 � I - IV , I v '. " I - ', ;= z . " �� , I , ,q - �: __ _49t. __ - ��' w , kC I ill I _ j t/4 is � I I I � - � - I . . " I - I I, - -I -I CDNCr -LL- --. I , O.C. :, , I ' ,-I - __ I WOOD HEADER , �� " '� r ED l - - � � MAK� 114, k . - i . r I � � - , I - 2- L , L' JL - ' - , - , . I UEI�� - " ��; -1 I I �� : ,;E� I I I,- .:: � I . � ,_ .. . I ,_ I - � A I -- I ) I I Ll " I - � j It. - ----------- --- SHEETS 9 �I - ' I � . NO, � ji - � I � � M5, " I I --- ___-_� IL_ - I ____ -1 Mo. REQUIRED - - ,,� - �� 'i =* ! -0-0 ! (SEE I, - --------- _ __ ---I E�D. -�',,`_'.�L�� F� - - . 1 [ REQUIRED . . 11'�' I ___ - I WOOD HEADEIR I T._;NWT. " , I - ) 1/4's-ISM" I _.' , � 1 �4� � � � p . 1 ., 1 � ED , i I �Sk) I . 1, I im�= _T - - ___`S w � �,�, x�� i ( � f I I I I , 9 I I .� .w - ARA:1 - I L. " I Is a i/V 0. I . a A I/V Dc ' -_ ___1_L__,___. ! ""A I L L' :1O .,Zv j . '.;� I 'L" mox. - - I___ -;�� - i I 8 I -, _'_`�� 11 , � 0 1 i j 08, ; L . A r___ I i i ,� I L, ;! I- MAX� LONG &UWOM SPACERS 0 12 t/2- - - I I, - �,"`J�' ""' � - _ =1 t PANEL LENGTH, L I ____� I - I � L 'L WOOD . ,�% !� � � 1 I E.'a 11 I I I I : I �� I 11 4 _. i - I [:T��L _0 ..C, #I I I L , � " _. C, -� i � L I ! (SEE L �� __ I MRI.. i ERMJA� : _ n � �� - 1, ��j SEE NOTE ) I L SHEET I 1) L," I : m � I ' ' I � t " WA I � [ � (SEE TABLE %IDL ='Arl OINS FOR WIT I 1 01 "� f�- I 'I _Cj) I 0 1 1, 1. , j I - BELOW - � I SEPARATION Ar A"i" I UNA i MAX, � !�� ,� '� ', ,�� '� 1 1/2' LONG SUNDIM tPARATIoN ETC, I i I � ,11 I I ! .E* I 1 ;_4k.11 , I *1;a� I � 1_� 70 GLASS� - : I (P a ; - I I - Cl) FOR SNX Uw 11 S IV, I L - � I'm FOR CASE �wh SEPAR ION 70 CLASS I � SCL SCHEDULE ULF I I MATE i Lof i ! I � I __C1 I , is ��Z' �W.. �.1.110. TO ..� = ,-:. !a -0 I ON SHEETS CEEF L 1, SAN -� , �' VA'SS.tSF � � t I I-' � I 1. To GLASS, PANE LENGTH I FEEL J,CNG1H I � I , �( SEE SC.mv SCHEDULE I SCNEO 'I, ,- , ,; 1 11.1.-24.1* I Ummu otca T-A-) I . ON SWEET 3) ON SHEET 3) � 11- - - - ON SHEET 3) 1 1 � r I , - PANEL MATE FEMALE O 00, PANR ON SHEET 3) 'l _ _ I 0 , "I'tz-1:10 : , '� L : PLUS (SEC SCHEDULE 04 SHEET I 1) I .11-- DUE 11 I ILI wm " IL* 619% 0 4 (SEE SCHMEDVILE ON SPACER ON SHEET 3) .11, --- L il ,.,� 1 ,,,,Vt Z-0 9 A, To a; IT Ap . M., re, I , -- ,I, . 1 - ! S�ET 31 11 L L ", " . 1 4 1 .. �� -- - V� - -1 --- - I r ISVE SCHEDIAL ON SHEET 3) 1�1 I" ; i�i I I . I - I - - i - - I __ _ =MR 1, Max, ___ 4' . _ wCalimAst. I V, , I I I I , - � - -1 LOCH ZZ r-n .L I - - _!�, , � 0. vo i t PAW LENCIN I ,� I - --% PANEL LENGTH '. 'I I - -- ---I- - Mi,� ! J, 1 � i� 1 'L' MAX. _AT IIA (SEE SCHEDULE I ,,:,a _ . �. - -$-- .11 � (SEE SCHED LE I - - - - Lo -, "." j Lva`N TWO, 71-101 I -� ; E'EF I sip I I L I 1. -_ _ - - - -- - � - hv�__ ----- - . I - Oa m nNsa. o- w. : ON SFWr 3) 1 � - 1 SEE SCHEOLLU I f - I -S., ARANON L I '. PANEL LENGTH - ON a i - - __ I -I- ___ - , EXISTING 2,0, WOOD - - -_ ,----I------ --- - - , --I 0,1 UNGI)i IMIN 7--V) SHEET 3) SEPARATION , I ON SHEET 3) MIRC4 I - -1 To - GLASS i_(SE, ! I (SEE SCHEDULE I i - -[ -_ SEE SCHI . -.1 _411 I - ON SHEET 3) V. l I - - -- --I TO GLASS, ') I - I ON SHEET 3) , C/) 25- ( :OULE � I----- ____ ____ -, -- - 1_ L - -1 "o I I I v - -7-, - I -_ ! - -I .M 4 _____�,�_ - -----i T, � I ' I DIRECT MIDUH1 / SPACER Ak IT �___ It -_ � � "��_�- - �_ �'_ � -� �_ I i 501: -I I I--- L "A - ------ L-A * : ! - -4 - 1 ff � � - 01 , MII&A mul� -,,-- I GLASS I 1. :1 - -_ ___ � I =XE _f I : PLATE REQUIRED -1 N.T'h!9A ft i OF IV 11 ___ A -_ I �_ , L _'A �= I �11 ALTIERWIVE 2W' it - I : i S< 10 mm. ,'-�?"�""LtL';:5,�� ,�,,-�"',,,.�,,,.��, , I w """" - I C1 ) , I I ; , (f), , i '. � _* SCALE 3/9�1" ! (D I I � _01 or %. : cil) .1 *L� a . " r- -� � i - I I C4) ji j' :; �,�_111 . X? [ A,- __ I, i @ � I I'll, I Or V /1� 1 MAST " 1 � 1 � � 11 , , - I 11 I SEE TABLE tl ON SHEET 11 FOR MAX, PANEL LENGTHS A, 11 1 $ : , � 0 i ".. 1: ft I I ft 12 1/2- O.C_ i � I . 11 .... ' , I 0 r 0 - �i" - SO! - � i SOX � I'--- - ,�l 0 12 i/2' ox. Mo. A. .0 DESION LOADS FOR THIS WALLA%,N. MAX � � ' � , � IS , 11. I C --,-,-, .1 L , - f t- --I _ " ' - 'I � 0 �`,111 It I I OF IL I to I f C4�-, " r _ I � __J'- L - A � � L I I ,,,,,,, I E 1 14 Am ; , 47 i 11 I 9 12 112- OLC, . � I - - - - - i - '- - L - - - 'L � , 11 - I � "Ir _1 " - - - I I - ' -1 t A t t I I � ��,,, I, _' I �, i I - ;_1 � I � ,,, I q i _� (D i , - I t J% a 4, , - T , �__ I =3 I L I � I - I : - � I I I �� - I I I .. '-A_—J I I I * ME —0 "" (SEE SCHEDULE ON 1, . �Fi ., � I , - . I E . - -1 "I I Al�o I ' -' L __1L , J I J_ , I - " I No PiNIS W I � I _____ I Q: /49M - I ; , "I ";.. e', ( - - I 1 fl_�4 ,I ; � I I 11 , 1- - 112 1/2- 0,C- : T� ' - L L ----- --- ' &_ 'L_. I I , , I __ CONCREI- ANCHORS 'Q&'� CONCRETE ANCHORS :_ - i I i I I I I - , I , . ALLOWED I : it I - . IS 111PI:.- - I � - - (SEE SVEDULE ON' �__ �X� , .. I ------I , j 10 , ___: �1_ , = EXISTING POURED .. ' EMMU Of WALL OF? SLA - . - - � I ---- L - - t- __'Igqj0b8M i. I . I WOW ANCHORS .** NM- � I I �, �."_", �, .� _C* o) ,'��i � , I i I . lr.�L CON-1. &' '-, SkEEIS 9 THROUGH 10) -�� ,�, SHEETS 9 THROUGH - L 2 I/II- LONG MAX. ALUMINUM � � amp I -- _____ ----,- � . . . (�# KIUQUNNED �� I'll, .09 FINGERS 4 =' D.C. VALID FOR 6 , " �, � I - .- ___ .__-_i I :] : 1 , 1 STAGGMD W/ SCUD SPAM SA MAY BE I llr UM W,. I -- I , ; . r � . 0 V �,�, , (ALT. CONDITION) I t___ � � (SEE SCHEDULE ON I . . - - . -_ - WOW . I � I , " �:: RETE BLOCK __ I- LENGTHS PER SHEET 3, " I ' � Ll �,� , f� �� 1-1. I .. 111�1��" - IWOOD PLAIT - , z L_ , _�711 I REQUIRED �, - WOOD ANCHORS - � I'll PLATE REQUIRED ,,, � " L - 14'�' - " " 'IS- RS , � j: L I "m HOW cuseChivy wwwwoo OR Say I I i, _� 11 - . - I (SEE SCHEDULE ON co o- ; 11 ` _� ! ... Tjg�CPCURED CONCRETE r ALL DESIGN AM PANEL L ___A.�,_� i: - !, r r I ,� _RSC I --.-.--- 2*.A _�`,� , SHEET I 1) (1) INSTALLATION IS LIMIT= 10 A ONE SMAT BUILDINGS WITH I - . ,- , � ,, , � , I � RAW " ROKS' "IWO PHIS 0 A RISTINCTIOR FROM ART WOOD ANCHM �_ CONCRETE ANCHORS 1� 1, L , REQUIRED. OR CONCRETE BLOCK 2'.4* WOOD %� , , 1 4 1 *am- , (SEE SCHEDULE ON ' � REQUIRED. * I* MO UING ALUMINUM SPACERS 0 - - I i - � � I � i � (SEE 5 ,is 9 TH"Odom 10) - . ", 1 ,2 1/2- O-C. (SEE TABLE 01 ON I . I I* WN. SEPARATION TO L �;, 11'i'�4 j 2 .X,. WOW � UIEAN� ___!-_, ___'__r � SHEET I 1) .- EXISTING PIT.IRED CONCR I I I - I I li� 1) _ I SHEE I I 1 � � � �i� 5_%GG W/ STUD I = % "/VA. i � . I SRCF, 11;Hm ___ _ � � ____ '_ : ,4 � � !t CE OLE _A`aL , , . - . q , I , � : (m 0% I jjjjj&= - I . - PLATE REOUM I 'so SHEETS 9 a i1x) - 01 p"mE1L11wrla1O"pw,OTM=1vIIj =1TWIC1101a.101 I :, � .: sat D ". _ " , _ I I I , ;'L' I : � � - I SHEET Il ) I =0 AL RC%TRW*N PROM 12 t/2- GO, VAMC ALLOWEV OR i i-2. mill".._ �,'A - __�,,. '_ "I . - 6), 1, , I L � L (1) MINIMUM AND OCRON PRESSIM ", � 11 ) a) CEILING AN,2 gffR MONJING BUILD- 1. I L WALL MOUNTING /21RECT �OUHT W/SPACERS M OR 6 L � I (S) MAIL 24 SAW FAMEL LOCTCH 8 LMM In W a MY OPERIND i �� 1. - - i TRIAL is A MIMPINCTION FROM LWU PAND, LIVenlel ALLOWED ON 1 m a) S 3 -I' 1 (2) MINIMUM STOW "Nali" I WALL MOUNTING I DIRECT MOM � SCHEDULL SHEET 11). 1 UM MQUbMNG SECTION 5 - - - _ 'L �i _ -1 , ; I "C'"a is *w' a SCALE 3/8-1- W%, P I w 3, LOm" is I I (4) I I/r MIND SFAMR a %,S:��L M$E MW 00= 06 I I CEILING AND BUILD -OUT MOUNTING " co AN ,0157MILAMON is Val SHEET 2. INIMNIXATION OMP n I ALLTERNATM AIN WALL mQubum 43) svw CAMEL i $CALE 3/8- I' i COF 10 WI/r ALTERHAIM MN WOO AD WOOD FRAME wd� 1 SCALE 3/8-1* "WHIONANA, SCALE 3/8-1* :ity0,8%y.rceE WIND -mild srnwm MO W 2m 0. "ITON) OF INE nma i - A I ALTERNAW-LIW I I..—,---- � " 00 SCALE 3/8-l' (4) INSTALLATION 1 r A 00 =, a i auum Ow I !V� .... T.Q I ..4 ;�% ... IMINN"Le" sItt"OHI ��'-�------.----.-"---'-"�-'-L-----j ,�pf�.-`_,,�OEAIS. " �- � LU 000 h., r .1A Ki� A. tfo;�s ____________j 4 - . , __ I., 4. ....- ..... i I I -. 1 41 .. ...... z .� = �ro' IF, '" 0 z .* -, I * . \�Iurlvly ? X_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FLORIDA BUILDING CODE (Non High Volo z . I I I FLORI A BUILDING CODE Ltion High Vs1oc1tX Hur ratio Zono)i , X%�. . . . -SECIM: 1z . e%: v\rc E . . qIt�e Hur cons Zone) = NO. 44187 ': 1 :E � F.P. . - _ I 01 ftwo TXXm mi _ 1, INSTALLATION ARE ONLY VAUD FOR MAX. A-S-0, z * - - - .2= P'llmo. Mr. I < f i o.44167 .. S 02m T&MO. IM'. 24 GAGE GALVANIZED STEEL STORM PANEL = : No, 44167 " F�l TOP & BOTTOM WOUNTINGS CAN BE STATE OF * - NOW FORL COMER-1--_ . 1. INSTALLATION ARE ONLY VALID FOR MAX� AS. � : . - 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p,,IL0 AND PANEL LENGTIHS ., * E 24 WE wAlirm STM STORM PANFL - =*; ,*2 DIMMIN W! . * . - COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES 04 SHEET 3 t - ". ,Qr g OMAN VT . . DESIGN PRESSURE RATING (p.s f) AND PANEL LENGTHS , DAAWW BY .: . QE_v&n=; �; -, . z 07/V/"" TOP & 80TTOM MOUN71NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . . * E . ,,- , _ I :E NOTE FOR fAgMNATION * . - = I * INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD I I � - .O. - - = amlom DtSANCE GLOBAL PROT � COMBINED IN ANY WAY TO SUIT A ALIER14ATE 2W-) % STATE GLOBAL PROTECTION PRODUCTS, LLC. al 'WC MEMBCRS TO BE SOUTHERN PINE No 2, W,1 SMWTC -,�_� t�i-_��f____ \ GLOBAL PROTECTION PRODUCTS. LLC. 6�_ SEE SCHEDULE ON Z 111LIECO, , NY I .p - t _�, .- , , / I � ECTION PRODUCTS, LLC. - - _: IILIECO,..�\ INSTALLATION. 1� 0 �On - I ALE ED. -( EDGE 1-$-, STATE Oj� _�_�, , I �:;�� T��_Om--_ - 460a ILA. 5 STPW , -r- "m S.W. 31 STIM .. .1 � - I IO) "eax-,a, ONIA)M-75", FAx,- A 20-175 DENSITY OF 0.65 09 EQUAL ollp-00 � I= __ S, AARA.- - (�)SM-AM — "j."t"m — 'AMUNa *(-N)Sn-� ,L:L * -1 . ", , 'NOw- t�AN-1--.Ik I- 20-175 'm ,&I, ___S_ ,', .1. A VALT. n� =1 z * TILUT TE low S-W, 51 S114EY , Z 1�1 ___0__ 74V0_ SHEETS 9 & tD) COMBINED IN ANY WAY TO SUIT ANY - m 1mrX—Re, -175 , �4 I SIT 2. FOR NEW WOOD FRAME CONMUCTION� WOOD AA NNONE, IsS4,l::!T5`E =14 20 - ___ - MEMBERS TO BE SOUT - - ��___ — — IL I - < q � - 0* --I ". fly- "yalm-41.7 HERN PINE No 2� W/ SPECIFIC ;�i 'i,xv - - " INSTALLATION. _ 'v - Wv,�,� - TOP & BOTTOM MDUNTINGS CAN BE �VP I ;.f - : -z, � Mal ii�%N � __ - CCITT, CA-00MIS - DINMINO ft: - 7w. ,WAWWxx 1 - 1 . MAWAMA - PRAWRIND Na Max- ORNAWAR NA ___ TMOOKAPMUKAXTE - RE I DENSITY OF 0.55 OR EQUAL, ��Umsllv �" !�� SHOT a INC Is PC, WAVIRGAmIm/oAD, OOwvq - - - SAW 'I 0 is _j I 11 � _2�= � 91- �__ -s"m 6 IS, IS, I= ,79 all, AL I I =j" �",Tsv �___,___ I I - I I I — ut I T, I ±±===tz__ I I I I I I 0— I SHEET NO, SH 1.3 - �. -I I.- I Lz �T. "I �A.. , -. jj_ _ �EJ�J, I � _ , � _L;11�, � � I :i , - I - � . I I - - wl. 1,44_� �,�. : �,,,Mj��,SfiA'.f"_-16:1,111:-MAjil.Lg_,!ti.�h ��&....111, . -.:.-. -li - I I . , � ..", �11 . J_L; It;' � ,Ll 11 �t:��..-�-.:i.�i�13E�i4,.4iuhbw�u,k.WA&�Miaiw"itik)lii �m ,:ALsba 'lasuig-I I 1, . ,I � , I I , , .1, I � I I I I 1. I - _�7 1 I., : - - -- END SR F I T N ONCE CONCRETE BLOCK OR WOOD STRUCTURESL VALID FOR REGULAR LIFE 7 SAFET, Y & E-"Z HANG STORM PANEL (T) SYSTEMS -,'`-I 1 y r I IL _ � irouRED G .."#,., I- - .. -. ,. P't'' ./{a�.""- Oil �..,.... °MCREFE', _.. "` k.,,a7 VLF' wNO!1ETE BLODN 7XY '.,. ,,, , . .. -. r [ 11 S N .09J MITI. H-t4� ! 4' a PRPAIE - VAR1E5 YA w0tl B0e3-T4 ALLOY 04Wt N.11M, " };� V.atlA'I 1BE TIEOVA9ED ANGLE 1RRN t/Ot A 13/4" 7'' Y `�.. r/'i. 2 �. TAPODN w 12 O.C: --_T I . POURER CONCRETE, CON I111--- <`+' BLOC. OR 3'W WOOD FRRAAMEE - POURED 40NCITM � .,` ' '- Y r t/4`P . ' 7'7 REONgD CONCIRTF BLOCK ffR I I(_ _., ,^% ARLTiOR "' .. I R �4• , 0 2 " wtwo Fw4NE4' 4,,�,, in OAP 1 �r,, // tv...__ ( -I :� v..E.,.n.. .. _ fLTA1' AV+Ai`L 1L 3/4 ' - YKTPTERNAi LEG t➢rATXIPIRRM2' t .. ... 3..3 a CONt. :.. .D65 -, 2 .. 9. r 1AWc { 47 ALL@! ANCAE 0R GA, ` St. '-Hi 64 °.VtEEO f ➢5 FRX.RIEO . . LYX+CREIF. q 0 - GCX iTMA�" FtETAL .AtITM,. ftFT/T PLATE e. 2 i X. 1 X t2S s .... 6L rd± ? A4 YNOO FRAME r r REOtPREtT } 0a-Hts Lllt � 1 t t ' t1 ( CONS-iC ALLOY •+� 2" -. •_•• ._.J ,f'"�� t corn. ALUM. ARGUE u°.. ! J ___.i M°.. GAP 4 12" O.C. S,08-Ain OR 6DO-T'6 A.LOr W/iACX Nui COAL AAtn ANGLE P AS i S C CASE LAN) CASE A (ELAN) CASE B PLAN ��..�, �P '' :4'- w SC 1. '-I" a".=. SCALE 1 i ALE 4 1 "=9' SCALE' 1 1 f SCALE 4 ! ! / _ _ --..-t-v ___I SQUO-SET OR CAX-M I T1.00 PANEtlNIE �tr ♦ PGNI€U CONCREt`,�.. FXiS,R+a IMA1 At 'FESMLE M, /d0 -' -- " $'----{ J' 1 , OR CONCRETE B.aC# -:.- '-IBP. BOr= OR P"'ITI TE PUTS (SEE i f.SX INURED tat I OR T".4' waoo : .SIDES OF OPENING _ SONG€1XttE OR SNFEF C. _ - (MIN PANEL CONCRETE VARIES -I I FRAMERQUWED AS APPLICABLE ; to a It} OVERLAP BEYOND NOW 6, U. O t:.9 ) CONCRETE, CONCRETE REOUIREO r OPENING wIDDH �, - r, 1 } n .�i;:4 v, ``aas..n.l' ' OR ?'.4' WO00 FRAME. I x fEp A FD a I I - Aa 'lam'.{ ._..}rk.._..... ,.'µib �'°^„ /pJ" (`'I�Nr. w nNct+aRED tmaNlt I ± I VARIESE±`',F I"7:'`' .> "iF-:''li#t1T 3Uti4ES PJJWif.LTa ( I IMALL CUT END PANEL) 1 (NEVER i X . RO DISTANCE �-1-�7-� I 1 , -, /// '� .-€ t j f/� 'le' w ss eats +.,"" Nr#AFAA CASE �► (,, LAN( / ✓ W'Ip. NMMON1@NNr e. a,A+''iF.11 A: T1141:/ SCALE 1/4"a1• '':1 NIILTNK' Mn . L1XX 1 Loll •. .R' VALID F MOUNT INSTALLATION ONLY OR INRE MOU O L k CT .Fs rTl .. R,. .1: . c �• �'L`��'ic ^.� i CERTIFIED PANEL INSTALLATION AT WALLS W/ ='r x : ND': 44t67 ': a SURFACE LEVEL VARIATIONS WITHIN 3/4" i dr: * ., * s FLORIDA BUILDING CODE Hon High Velocity HursTcone. Zone) /q' EC0 CASE E N) CASE F P N :a; .A 21 PANEL 4E-4 ,. GAGE GALVANIZED STEEL STORM ANE oRARN r''-.�.T` �40molf` Br: SCALE 1/4"el' SCALE 1/4"-i" �4 ,p= - Esc ,. \ I, a °f ° . I L E C► O 1Nc. \GLOBAL PROTECTION PRODUCTS, U.C. TAM.. 11 +nui yt - _ /,' '2.7^P."%11 N 3wtn&@ .t�.'N+slriWm,COi rM1P3 Y MOO S.N. 41 6114Ei iVME. FAITH 20-175. ..s.. t3ftlTfYb rrN-THIN )MOPE (454)4BA-7546, nL4: 14`+Y-Ni]47 , ' CA..00D4114 N+t w wmem+ rT, aw w 4WMNn M(MARTIN. W. _ PS WATER A - ,r., PSlai, :. #n rt,.ra 6NCEi @': # i8 (VALID. ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS B & 7) MAX, AS.O. DESIGN PRESS RATINGS (P.a.1.) MAX11" ANCHORS SPACING FOR E.D._AS SHOWN. ON SHEETS 6 AT 7 APPLICABLE TE ATNIVE V - CGMfRNATC14 OF THEM 6tAXA4UM '. PANES. (it.) TAPCON LAG SCREW PANELMATE FEMALE 0 PANELMATE PLUS WOOD BUSHING 93, t3" 13` 13' 13, lw (TOP) t 3 t3' t3 13 _ 1 S 1W BOTIDM) 1 - 61 2" ! 6 1 2' 6 2 ! 6 1 f2 6 1 T W ROP ) - »µ8 � .. _ 6 - _ 6 e 6 1f4 e-.. B` .--- 1/2 -. 6 _ -. :. e �_ 1 4' 6 I ..__ (BDf1'.•) w (TOP-� SW.BQfr.) ( ) �.(TW') g.-Oa. OR. LESS -- i3' -. - 13 ...__. _ _ t3" _.. _._ I3 73 a45, -4S OR LESS - T` 73" 13' _ 1 "_ 3 __ _ T3^ �_Is- ... ., (,-) ) 4w. 1.3 13" 13, Is. 8 1/2` J6" III (TOP) 13, 13, .3' 13' IOU (Iwrrdq 6 1/2' 6 1/2` 6 1/$' - 6 1/2- � 6 1/2' (TOP) I I r A' ( ) .RCP( >Y- ' 0 TO 4 ; _... I2 4. �_. - 6 f2 f 14•-4• tl 1/2' 4 1r2'-.. - 7" _,._-Y...._ "- -- 3W-(BDT(O- t0 I _ 9 IA- .,. 12T� .�_.�2 ..«... _..a. 4. -~ W (TOP) _ t3`. T3 -,. t3 -.. 11 8�1/2" 41011 (BOTTOM) + SEE TABLE 11 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 5 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.S.D, DESIGN RATING (9a,1.) MAXIMUM ANCHORS SPACING FAR E.D. - AS SHOWN ON SAMIS 6 & 7 APPLICABLE, �. OAST ATION: OF IT"(FQ MAXIMUM PANEL LENGTH TAPODN LAG SCREW PANELMATE FEMALE ID PANELAVE PLUS WOOD BUSHING 13, 13' 13, 137 Is- 1w (Top) 3 1i is.73 3 8 w (BOTTOM) -t 6 2 d 61 I 2 67 / 2 61 /2 6S / 2 R �7 7"ry _ 7 1 i; 2 _ 7 1 2 r 2 fie.Y 6 1/4 w 6 12 1/2 B B 6 1/4 -.. 2W {9O- 3W_(„O RIG") 3Y1 T(7M (ERN 5'-O" tXR LFss ' - }a„. _-.j3F_. _._ 131 . _ IS- _ __ !a _ (TOPJ_ >+4a -4s TO +75. -75 13' IJ' -- 13" 1 3 _ 13" — 4W TNM (BO ) 13' ,3' 73' 93' 10n' iW (TOP) tY 13` Is' 13 � 6 1/4- IOU (BOTTOM) 6. 1/2, 6 1/2' 6 1/2' 6 1/2' '- 6 1/2�2W (TOP) 6 1 d s tz t I 2 6 t 4 r aw BOTL' ( ) >6'-e 1 2` I 5' T 2' 7 / 6 r2 - 6' S R ) ) T'-a' iY 72" 73' 13" 5 9/2" 4w RL'AP+) _ I3" 93'. T3' �_,3° 40'-.^. 4w (BDt'.faM). SEE. TABLE 11 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS U�SED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 � TAKE it A A.S.D. DESIGN LOAD MA)OANEL LIIJIM FT 40 PSF OR LESS 8'-E" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10" S MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE: PLUS ANCHORS & W/ SPt�(t 1D iWjNA} 1/2' O.C.. INSTALLATION DETAILS FOR LIFE SAPANEL (i ) INTO POURED CONCRETE CAR CONCRETE BLOCK STRUCTURES 1/4'4 TAPCON EXISTING POURED 1/4•. IA" _,MISTING POURED ANCHOR p 9' O C CONCRETE OR ANGNOR Q S O G CONCRETE OR �, :- CONCRETE BLOCK f CONCRETE BLOCK REOVIRED. �� RECUIRED. >- t" . ..... b15TIIO POURED( CONCRETE BLO CONCRETE BLOCK REQUIRED. . ,/4"+PANELMATE ANCHOR 0 12 !A I 1. f `1' _J___ - _ _,.I LEN. PANFi L£HGTN {SEE ELEVATION I.. ON SHEET 12) I i .. 2 i ?' 1 n t/t Oc mv1 I -___ 3..... _.._ t SEE SHEETS ill a t6 FOR ANCHORS TYPE It SPACP:➢ FOR 'ORA'A10FA INTO WOOD FRAME MAEI=l MR@ML4i ANCHOR SPA OM NO FA " EOOE CSTMCE ARE I IOC TED ON THIS SCHGTULE. FOR E.6 LESS THAf1 ITAXATEO ON SCN®ULE PE07OE ANCHOR SAALTNO BY "IF -PLYING SPACING SHOWN ON SCttflWL BY THE FOUPWING FACTORS. FOR 786 OPERATION 10 BE POSSIBLE. REDUCED SPACING OWAM M USING FACTOR SMALL NOT BE LESS THAN MWIMUM VACANT IPfD WED FOR EACH AIICIOR TYPE ON INTO SCHEDULE- tfa'. M(if"I''m ..M „TAK!QM �.m5!! :.. Mw.WA4 ANCH" 4 0cm iM3 3 3 s.enNa Fa naW V i 3 3 .N,A 11-w OP,rsb )I,FA (it) 3 7 112 tC6AL I OiO[e, = NOlpl 1/Y O33 ° tom` - , o-� __ --- }• i DO R£OUiRED. 1/4"P PANIiLMATE ANCHOR {BE1t11ND) WAU—f rouNUM sGALE ale-f" —-.-..__. _.'I i I i I ! ti} 1 _'f � i 0 , .. AI EA 1 I I .L, MAL d I 6' PANEL lENGtN (SEE ELEVATION I # ON SHEET 12) i .._ 7- I #1T 1 I 4' r / I ( l4LTON➢) '.. -.___-._.._ . (VAUD ONLY FOR PANEL1ri�' INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) MAX. A.S.D.. DESIGN PRESSURE RATING' (P,O,f,)COMI%M MAXMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE TO SECTIONS MAX! OM ' PANEL i.FFIG'iN ':. :. (.) MAX.. AS,O. DESIGN PR6SURE �. (P ) 4MXaLKRII ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW Z= MAX04UM PANEL 1ENGM . ". f1L) TAPCON 8(1!.)D»SET PALEELANTE FEMALE... NO P TE , PLANS 2MMC .. NA#UN L*AA,% .. -. .: tN /� r k.Ht1" to Otd StNAD. - SET PAREL MATT W PANEUAATE ,PLC }'AMtLC - U14 NA9 CALK -IN k. Y ID tlry _ m ;: to 7b 1 -._. t0 CONCRETE i0 L'oM@IINTWN DF THEN- is E. - 'TO 10. To 0- 013"I' mIE To OtlI10iETE OF, THEM i43, -tr• LESS lY IJ • 13 _. 1J 1J • 1S " 93 13 " 13 13 t3` 1J 7 P (TOP) W-.V OR ES 6 : � +66, -55 is, '_. 13° 13 13' 13'... T3` tY 13° tY SJ'_ 1.3' 11 !/a t (FCV}'.. Y-6' OR LESS tY U' f3' il' -t3' 11' 137 IV _ 7Y 13" 12V 13' 1 (BOTTOM) /3 i3' 13' Is, IJ° i3`_ IY 13 13, IY 13" 11 I/2 1 (BOTTOM). 13 ,3 t3 , 13 13 13 13 . ,} 13 13 13 T 13" 2 MP) 13 t3 73 1J I} 73 13 iJ 1Y 13 13 I? R. ) - t ' ] 1 ' 3 f�: 3 13' ,S' t3' 3 3 3 :� ' 2 BOTTOM ( ) t ' tY 13 13' f3" ' t tY 7 ' ] 13 I 3 f3 n t / 2 2 9JlT0M (BOTTOM) 13 13' t3 IY _ 7]' -t3` _ IS` t 1J• :tS" 13' 73 iJ - 3 {GDP) 13, 13' 13` 13' i3` T3' 1}" 13 - i3' tY 7 t %T 3 ( ) i '1. R12 / 2 t f2 61 4. I 6 T 4 I i t 27 29 2 f2 ! - B 4" 1 f 6 4 1/ 3 BOTTOM ( ) �' - 2 i 2 / t2 1 2 / 6 1 k" ! e Ile I II " 2 2 / t 2 12 / 3 - 6 1 4• / 8 1/ 4' / 3 (BOTTFAN) --W- 1. 6" 8 � 6 e : 6 6 8 6 �3 7T2 �+ d 8 a h a' $ B" 6' 6 1 O" 712 ! 6 6' - 8 5' 4 T 3 t3' T3 73' f3 6 t } 13" t J f 3 3 I 13 13 � t 3 93 3 13 9 13 J ._p - �' -� T3 #S I-... 1S 1] _, PJ' 1 `� t3. .-.___ 13' tY - ,......_ 1} I T" T3 BID7-- _ 5 OP R ) 5"BOTi'OM e tlP R) B I 3 t3" t 3 - �--. itr 1' 1 3 - - , J 1S' 1J $ 1/A - �. #3 t ' 3 7 3 fi IfA' 6' ._... t " 3 t ' 3. 13 6. Tf4` v T3 T3" t3 fi f/{• 6"' ,.,s' 13 1Y 13 - 1} 13" 13 - 8 _.,� I3' 13 ,3 - _ ,..- YS" t 3 13" � _- B- 13 13" 1 3 6 1/4' .. _,-.. 11 9 2 / T t ? I 1 i2 4 I4 a ti#7l- 5- {') S {�iNOM) _ (8m 6 {BOTT.•Aj _ - b 1fk' 6 1/4'. 6 1/4" 8 1/+'. - - - - 6 1f4`.4 tjt' 6 (ITT,++) is. S' 13 to 1/2 IY 7' 13` T' 7 112 3 1/2 Is' 4 t/2' 1 (TOP) 10 iT'-#° 13 e• tY t3 13` 8 1/2' Ia* B I/2' 9 t/2`(6 I/2' 13, S 1/2' t BOP): TO 9'-6" t 3 T tJ' , s 3 9' 3 9 t 2 ! � B 1 2 1S° I /0 i i2 J/ 2 / ;3" Y 1 (BOTTOM) BOTTOM 1 Y 7 T I 2` 1 J 13• 1' 3 t0' IT 1, D 1 1T` 1} 6 1 " / T 1 eDt1OM (BOTTOM) 13' 9' 73•�t0 f/2' 13` -Y T3' T' 7 1/2 5 1/2 73 • x. - t/2' T (TOP) tS' b" 1Y 13' 13 " 82 ` / 73 BI?'972 / I 1 b 2 ! T] , ' 5 2 I 2 OP R ) 1J 7 Y 2" 7 ". 3 i d" t S 1 C 13 ID' I t' i 8" 13 61 2'2 f (BO11AtA). ts" 1} r -^ /3` 13' t1' 13 4' S r 2 e i r2 t '§ 2 �-- t_n I 7 t' 9 2 1 I 'O t 2 / t012 I 7 t 2 71 l 2 I' ] t 6 2 I 67�2`3 ! 2 BOTTd4 (TOP) ' ;3 '1 7 , ? r -. a " 3 a 1 2 r2 -_ �. 1J' 7 t 2" 2 / 13^ 6 s` ff 1 a' b a d" d ",a" 2 1_T 1 ! io""_ is 1 2 ! ti' s' iJ• 6 7 a' I » 1 2 4 d b 4 / J OP R ) 3 (BOTTOM] _ t2 tf2 _ ,2 it 6 7/4" 6 9!k __ 12 1!2 6 t/T" -.- B 1f4 __ b�Tfk" _ J (�TTOM) 7 3' 6L p 1fT 7 3 T/2 8' 4' 4 //2` 3 6 #%? 3" T (TOP) _ T #f2 - �_ 6"".. _8" t` 4 B' 4" a 1/2" 3 Tf2" 8 T/T` 3" 4 (TOP}. _ S. - 8` ( - 5 1/2" 7 112" 4 (STMOM) B� 5' - 6' 8" - 6 1/2` - 7 1/2' -�. 4 (BOTTOM) " fa' 6 t 2' / 9 1 ' I3- /2 tot ? f 7 , 2` I IS" 6"^ 6 OP (? ) 13' �[`�8' t Y t 1 13'- 1.!' 13° 10'y i3" t0' tl' 8' 13' _, 8 1/2' 6 (:OP) =-6 'I3' B1/2" 13' D t/2' 10 I/2 7 ij2' IS` :6 1/2' S {BOTTOM) 1J` S 1IY' /3' IY 13 i to, 73 IO' it- $' 1J' b t/2' 5(♦#]TTolt)61 1T 7• t3" T 7 ,/a" 5 If2" tY I4 1J2 6 BOP) U" 6' #3 13" iJ' n' I- 1J" 87 2` / 91 Y I 61- / 1'972'6g 3 / {LOP).4" 8 1/4' b 1/i' - - - 8 tfi' 8 1/i' 6 (BOTT."") ) - B tl4' B i/4' fi tf4"4 7/4` 6 t/4' 6 tl4" d �SiT.") BEE FARET II FOR AVKHDI5 TYPE At SPAC04 FOR WSIAUJIT N6 WO WOOD FRIAR 8UILITIN . + A04NUM ANCHOR SPACINICS AN0 VAM N EDGE DISTANCE ARE INVICOEO ON THIS SCHIMIJ E FOR E,9, LESS TIM WCCAIED ON SCHEDULE REDUCE ANCHOR SPACING It NAATIPLYINO SPACING SOON ON SCHEOIAE MY THE FOLLOWING FA(:40RIS,. FOR ttRS OPERNWM TO BE POSSIBLE. REDUCED SPACWQ OBTAINED I4XIC FA" S41Lt, NOT K LESS THAN MAN UM SPACM DO>rAT4D FOR EACH ANCHOR TYPE 9N INS SCHEDULE t/4'. I/4. I f •a 1/4'. 114'.-. _ _ !11'9 -- 1ilIXlOR tAPCOx wim-a4I }/gNC-AMa1 c414-W MINIMUM ANCHOR SPACING (k) } 3 J 4 a t/2* 2 tA2: 7MitMNtOMmOk. ATE 9A) 3 Tiro'" 3 j. 1f2' 3 iftoram at ACTUA. SM 0101001M TA) TA" : . -1 .. __--__.___. ___._am 3• ➢9T ,_._,..�>.GAIN 40 0.6P f----.. _..._ - ._._ _ - - O,4S ,..._..._' aN3 1.W .lO n0 SPACINGS ONLY YAllO WHEN 5 5 USED. SEE T 11 FOR MM. A.S.D. #SLED. DESIGN (DADS & MAX- PANEL WHEN SPACER T r At A A,S,D. LOAD MAXI PP TH 40PSF `OR LESS 6'-6" > 40 PSF TO 50 PSF 6'-2" > 50 PSF SF F TO 60 P 5'-10" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS. & W/ SPACER AT 12 1/2" O.C. -. Z.P. 9 4167 f > ��rr _. R14* * /'1.ZI-' '••.• '`�. 3' .= 'MUM INC.WC iA 11�. erse. \ tH TR7i1N0 ! fMAIFKRWO CO ANY >tw r..: Nos rwG a.3 n WR —: Om) � � tn-IAI CA-OtlGfi2t4 WATER A iv 1 7 4 GALVANIZED L P. I 2 GAGE Gu N2E STET STORM PANEL D.,NLT1 HE GLOBAL PROTECTION PRODUCTS. LLG. aeDD AIR Si 3TPEiT DAt1E, FL. 1314 P1KX (8bsl6m-754a PAX'. (694jeER-874a °'!")DA; 20-175 l,RAMND Ro:. 1FA:i. +eS,C'ms MI[ NAA aeawHe 41N R14 °� • - 91KFf 9 OF Ill _.__. w..-.-._ ..._,..__ -.,,, _._ ,..,,_ ,„_. ._,_. ,..AAFCRDRS (SEE SECTIONS k ALTERNATNES ON SHEETS 13, 14. I5 k1s),.--.- _,_.,..<--------- ___� .__.._._--- -,-, 3' 1AW R-1A/13t R-2A/13, R-3A/14, R-18/13. R-20J13. R-30/14, 31 mw D.M",m2 R-JAW/15, R-2AW/15. R-3AW/16. R-18W/15. R-2BW/15. R-381111/16. 1" wk i, _... .- ._.-- . _- .--- _ -_-_.. _ .. -------------------- -. __--_. ,... oo OO--___^7'T �- I -- --- Tt _ -_- -I-__a f_ I 1 -_-1-- � r'i---- 11 i I ` iI l �- Y 4 i t i � II L I{ ( l ;S I : I I' i r-..--- _-_-'-T. L/2 I 1 1/4'4-20X1" S.S. SOLIS #(1 1 i IV 1 _ T (USE FOR PANEL IENGiYH MAX_ t 7 i ;.. OViR 7•_6•) _ PANEL SENG'I'ri �✓ �` e'-B f. i REGULAR STORM PANEL � L i �'r REGULAR STORM PANEL i j @+NMI. W QO PANEL LENGTH BOL C/1'ER1AP p- _ _ , _ _ _ ____ I r) M _ t - trI `a - I 4 _ 7 6 O. B0.O .a 4 Joo, f s i P LIFE SAFE{Y BTOPoM P/IJEi r I P 0 0 _ CNFALA. M7 PAID. LENG114 B L n (W/O T) 1, 1 - ; _ _ _ _ /L /L --, /A ( ` L A v USE 2'-W MIN. PANf.I, LENGTH ' ` � . ,.. ,. ;.. _. t 4'I_2tlAY _ .." r. _ _ _' _ _ _ _ _ _ : _ . _ .: - .- - ,.,... __ AT MQUNIIN65 1 i I - � , Au i 6.5. BOLTS wT� t i 'i A JVERLAP i 11 I - -- ----- - � 1 i ------ I-- ---,. : -------- -.11.1 -11, -1 ------- I—— 4 - - - -1 :, �-� ,-. �---!----J- 4. -A---11-� l1�lr��1-1 .,----------,1!,I,, -I - - --I�- ----- -cI ,--4v� 1 , 6` i : I. _.....7_ ,. �.w..,.... .,.._,,. i�: _, i , h i I i JaON 1.. LfY.dn. O LIFE 5AFE1Y E' - PANEL., BOTTOM CORNERS 0 '- : I __a. _ .. __-_.,,I .... .. _._ .., - Y _ J�\ OY WINO NUT AT_ R _--_WAG NUT AT -'� j% MAZ LEFT PANE( RIGHT PANEL 3" MAX(. 1' SNSTAW:I:- ONLY VALm FOR WINO I- SPEED ( it` MIN, R TAJ73, R-2AJ13, R-3A/14. R teJt3. R-2R/T3 R3BJ74 .;P 1. R-TAW/351 R-ZAW/75,. R-3AW/1S.L101 R JOW/15. R-2RW/15 R 3BW/16. :.._.._.. .,._._..._.,__._ _.___... , , ...:..„. ANCHORS (SEE SECTIONS k ALTERNATIVES ON SNI:ETS 13, 14, is kill).. ,._..... ...............__, ....,. ....--()4' MAX. GAP LIFE SAFETY STORM PANEL E VATION ti) T SCALE 1/41 1 -'� REGULAR 2 667 ;:. I REGUIM - - STORM PANEL (M4i OLfiRVP 1�wytEtE YNIEY)y' y�� 81DRM PANEL .. =n =r __"_e_._.-,-.__r.+..c-_.____: _. -�:�iIiTQ'-1WPg111 =iH": fs-c .I mi II --- _ __�- �5 LIFE SAFETY PANEL -pa ..7(•.S ...FLORIbA BUILDING CODE Hon High VelocityHu leans Zone. + . 4 ,` ' 'X °�"" 24 GAGE GALVANIZED STEEL STORM PANEL Ru - MEMEZq4 s ...... I � � 07/A/3➢]R DATE N oTi� GLOBAL PROTECTION PRODU IJ,C, '' !1Lt C its CTs, SECTION A —A ENS. TlllJT • - COMPAN= I= S.W. )1 smw SCALE 1f4".1" off 'f%''a' ! ar. t >t APA H.Ru..+mNA A .-- Issfm- _F p. ,sta 0.11. rL 333t. (Ii)6m lbM. 1'AY: b64)6 iT°I 2D-175 PE. SEAt/51aN,1TN4/RATE CA-44D410, M/LiR A itlt]F R,.RE ' 'At Tw ° N9` ANISE t2 Dr t4 Oat I QN TWQQD INTO $,TRUQTURES 1 '�- �~ �li i ' . .,WCOD..NEAOER I' :_w(wD H'cMER tl wc'OD HFl,�T4 1,i wtX1D +fEAGER -t , �, OWno _ -i(EOUI+ED Ill �' TiEQUAtEO .I REOUBtt6 1. I ) 1.€ . d"# 44 TAPCpIt! ,p i/A'4 TAFCON 14'. T APCIN4 x; I - rro ib ,WIN . r " I O0 i 2 'k7CHOR r`' 1 q A G `ii ,, ;" aG, t W 9` O,C, a 6' tt.C, I": iI 1. GHOR .C, 11 I T ,. --.£ 11 ... Ty i Ill I �Ij :' , .. ' ? -{ Y l 1 t. TIT' ,f4- W4 , ' .. ld2' ,f4• 71 t!2" ,f4` t !s tI2' Tt/4" , j5 "I � ..... .. d- 2 'T - ! .. 2 l ': 3 ' 2 .I ( 2 ICI ! f ! It M ,�{ _ 1 `,. , MI 1 ;, ': I AIIn I ! . APIs, iti 1 ' '', _ i t i ,I I _ i • 1 I .�. .. 1 ,� t ,,., 1 i. I 1 1 ., I , ,. g n. ! `1 I I I ,*', H G ,/4's-.-,' I. 1 n T 5.S ; AL W , n I' I ', .. _: 6S. Rn,tsoYEA4W I !_ T 4 4-10.i- i :::::. 1A . : _�_ T „r.�; 1- ° :�. AT to ,1 I 1 r/4•.:. 1' ,', ne::.- ., ,.,/:; , %..., ;; .1 .., ,. AEA: E 5i jj Citl T' SS tkA. W EX m 'ff'L WLtB W Nfie..l! '', GLASS ,_i_ a EA a , £XlsnNA,11 " I }j}! ! GLASS a . . , -. „; . / , a _,. EAtcni ' _.-,-. _.� : .. "1 om '',, CtASS � ', GLA55 OAR, � Fr) Lam r:a'+ n „ ,.'... .1 1 __ �-- ..f -. I "t' MATT, fl II 4 8 I I R._- ._- _. ____,__i PANEL LENGTH II _.. L _ -_._- w.`s _�_,__1_-3 PANIC LENGTH B ----T--."T - _._.--'1 'L•MOX. 4'-- -' ._..._T---] 6 SEE EAEVaT10k I ! "1. Mtta<.. R _'�`-_-_ 1 ` : ( II �- a t (SEE ELEVATION d A ( 1 PAFRL LENGTH E !PANEL L€. _ 11 HGiN OM SHEET 72 1 ON SHEET 12- �... ___________.__1�...<1 ® _.__-1 _.,. ._...____ ) .4.-.,__,_..-.----..•..,,: (SEE ELEVATION I ___ __.1a._-_., ) B., _ ___ I(SEE ELEVATION n. } --�-Y._---� - ,CAN SHEET t27 a I f �j : ON SHEET 12) IT j i X 1 -,: tilt 1' G%+I. I n....... I)h .._ .- :T_ R---_ SFPNW';6i- ti N__ _"-+d+'� __-, .... T.__ ,(•--SEPARRITON' ! :.... 1 N T Min. .. I TO OASIL q. I'.3 I t' W. N TO :GLASS. ( L/2 I ---SEPARATION__'- T 4 E k....A t I pu I TO GLASS 91 IL 1 I .:... �• 1 r I Tr'--SEPARI7TXTw-:.. _ C ;. h I G 6 . r , B ID ,,fh55. $` II 6 , N , t--... �1. t en,/Y. ' .,. .,. . . 1 -n 1/Y. ,. H:. .: - _ ._ .,._.... _! .' ED. .. '-.. ,� r,j, :' i Oc :€D,-_.,... ^;1?.-, i EO, -..._ - f i , - , 4 ` /. F . - sY- a E., t , '.'-.... I 7 - I - ...�. .� 1 SS NEF Y,4. ---\ ? ( _ __i. ✓ PEACE W02_ I ! etas W .'I T2 t OR: R 1 l2 II1.EqA RED ` '„ FjA"'6 TAPC(R1 , , '1 .s .._., tf4"R I PLAT" WOfJ' ,ry . -, t )f - _ 4"4 R 0 91 i, ?!' ANCHOR NN 1. O.G. ! ANCHOR O B` O.C. ?., * ANCHOR 6 B O.C. PLATE R 0 9' ., .,., r ,_.: .,.._.. 9TAGG'ERPY1 WI s1uD J STAGTREo W/ STUD ,. I REOU4tED '. ' :... I ,�.. ;5...- OB".O.t,: A/NGfoR D li { �.! r_ P1ATf..., I_ ,'? .. r... ._L i _ _;.., _ , _ , _. REOU:REO _. .. '4 fk gEWiRED _,_; `a _ bl;( j�$IIYE R-TAW kL7ERN/L?LYE R-16W =2M NI.ifill�T��F I"w ¢GUU1R PANELS O LIFE SAFETY PANEL 4 LAR PANELS Q��E c�fETY PAK 41! L, ►dtlUNTiNGS MAHOUNAA WALL MOUNTINGS "..CAGE 3/8.1" },r`" A rlt�' rs SCALE 3/4>:1" .., (NENLS ........•� ay FLORIDA BUILDING CODE Non Yeloa',ky Hurricone gs;•'` high Zone) t OYES Ii202@.'"I'm TIC. f . z d 44167 24 GALVANIZED STEEL STORM PANEL . ORA W W i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN =- PRESSURE rION ON 4NIT AND PANEL LENGTHS As k ; * ram, � � �t�T� � GLOBAL PROTECTION PRODUCTS, LLC. O PER ELEVATION ON SHEET 1Z .{� STATE 0• . .-r,-.- I L G C O THIS. +eDb s, 2. FOR NEW W000 FRAME CONSTRUCTION; W000 'y`•. F IF-,� a o EroM►a,rr 6.W. sIREEr MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 0 - ., LORfD �� .N w4. AA a. wA "IMAM a `M w TAME, FL 331t4 20-475 ....,. nar,,sst rrt-tAw b_ faTAi ar_lu, kFiWh: (P64MO-]946. FAIT: (iss!BBE«a7s; DENSITY OF 0.55 OR EGUAL ` iXYATNG roc: SEA-7KAe1t9 LiJ ^---^- Na. I1 : nm I-.r PRmP,.. ,r NNPN I oHAtg1EJOAFE N19.TER A.TKLR dr,a P.E. . Sw r..,,a ` L@t'1 +6. Twit s (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS T THRU 6, ON SHEETS 4 & 5) MAX. A.S.D: AESLIR PRESSL E RATING, G, {P.e:F.) MAXIMUM ANCHORS SPACING FOR MIN EA. PERD SCHEDULE BELOW APPIICARIE TO & AM1cuRlL1 PANEL LENGTH `L tit,) MAST. AAA RESIGN PRESSURE E RATING {o.F,f.) MAXIMUM ANCHORS SPACING FOR MIN E.D.... PER SCHEDULE WOW' APPLICABLE To �I k ANY EM �µ PANES, 1,EMOM . + L (. T TAPCON BOUD+SEE FEMALE 1D P YE PLU9. -NALNN CALK -IN. TAPGOH SOLID-.S£t TE. :. PANELt4ATE PLUS iAMAC-MAfLMI CALK -IN Ott 1t WE'fE lb CO,RA O, CUEFYGic :f^ E4 ice. TO iR #o Comic m - a aox aTE .. TO ODNCKW to >+e5, -156 To -7/2 +75 5 Tr - IT" 13' t3• :#3• is- 13, t3" - 13° la' 73' 1O' I ITOP) a'-6' OR #76. -75 TO _ T TFs 7 9.e A : 13' 5 13` to 11 13' 6 1I2 7 1/2' S t/2'.. 13• i 1r2' r ). 6,- 13 I 11. 13 13' 73 IJ 1J 13 13 T2 1} 1D t (BOTTOM) iS le /2 71 lY /3 FT. tY 9 70 / 13 8 ( tJ' Ti' tY TS' 43` 1 3" is* i3' 13' 12' 73° TO' OP (T ) f ` 10 1 2 13' 6 1 t3' 6 1 2 i / 7 1 2 S I '. 1 3 4 1 ' / 2 2 t t9' Y i 1Y t3' 13` 3 1 1 iO' T �tTOM I ' J 7' a3` 13` lY _ B t /a 1S 4 2 / t t 0 /2 Tt /a 73' 812'2 / _ lY a 11` fY t3' 1J' 13' 13' TY' T3' 12' TY 1O' 3 {TOP) t3• 7' IT t3' tJ' 9 t/2' t3' 4 1/2' 10 t/2' 7 T/T` t}• - 6" 3 (TOP) '1• - 1 21 la 't 2r 2 I E1 / T` T b 4 ✓ 1 all I tat 2- I 6 , / 4• 4 # fi I 3 (BOTTOM) { ) 2t2' ! T f f2 6 14` r 6 1 4 / at /2 6t ! 4 - �' 6 i 4' / 6 1 4 f J (BQTJM 6 3" .• :1 t. t 11 &` a 3 6 T3 IS 6" B' 1J ". ,.»-y-. 13 " C. t3 7 1} 6 8 IS " 13' 1 4 2 / 6' t 3 13 7 6 1 3 " :. tJ 6 12 #2" 8 8' t J :'1" t' 3 4" i T / O SO 4 P T (TO) _ BE1 TTOM { J S (T ) 5 BOTTOk ( J 7 a t3' 1 ' 3 3 7' B` I2 T3" i ' 3 S 1 2 f _3. t • 1 3 7 - 6 3 t " 3 J I _ /2 9` B 1/2" 8' 6` 3 T • 3 4 9 7 2". / 1 4 2 I ! tD t f2 3• �... 7 1 I2" - 6 1 I2' 7" 13` 2 1 /2 B" 4 ( ( ) S BD f� 1t - -i 6 1/+' 8 t/4. 6 1/4" I3` 6 t/4' 1 ' - ._,.=. 1 ' - i.. t 2 73" 6 f fi"B TO ' ; Ei 4" 6 (14:' 6-(BDT1 °") J t3' _Y t -A S" ] tD 1 2 I .._.__ I• 3 �.�,/ 6 1 2` / 43 _.__ _i_. 6 1 2" I ,� 7 /2' ---`^-. 5 " /a- _ 13 ...... 4 i /2 .....-..,:.. 4 W (TOP) - _, a ir4`le. i/d 6 1/4' a i/t' B Y 4' 8 1 4' 6 7!4',e Tji' a iBOTT--'^) '� t t • 3 .3 1 • 3 # : 0' t Y TM - t' I i e" , ' } 6 T 2` f T Op R ) TLF 8'-O` t3' 3' i3 ' 7o I /2 fY 7' 6 2 tJ. 6 J 2 7 I /T' I 5 1 /? Is' t f 2 / R OP ) >6 -4 e TO 7.05. f 7 1 / ? [,al 13• PS` } 3" to i /2 I J t0 T" / 7 1 2 d 8' I 3 Y i (BOTTOM) ( 7 ~-. t' 3 e i ' !a 7J` t " 3 i ' 3 9' 73` 9' f O 7 _t 1' / 13' 6° I ( 130110M 17 /2' I3" 11• far ie 13" 1e if, B' 13, 4 1/2" 2 (TOP) Is, , 3 13' 7 S` T 7 _�tT - ��Y _ 13" ,3 33' 1 2 d 6" CFO 'I2 1J i 3 tT T 2 I St 2 f i]' 13 I 3 61. k' r 7' 's' 6 1/2` 9 1 I2 B / �» A" 6 7 j t' 3 2 f Ia` TS 13 12 4.2 ✓ 8' 14 1/2- 9 2 /. 9 /2 6 i 4° r. 4 7 1/2' 0 1 2 / t a12 d �yT`- 4 1 / 3 5 f/2`. 1 a f2 7 ,�'.. � _ J` 13• 1J L 4 k I 69 I2` 14 1/2- 8 2 / 6 $ N A ! F 2 1 ` f a 2 (TOP) (BOTTOM) 2 BOTTOM 1 TT Bo OM ( ) A R� + • 3 _... 9 , /2 .. tt 1. 2 T i 1 2" 7" 2 1i0ITOM 7 7 r2 t 3 2-e'e' 3 I,4 T 12' - ! #3 . T I F' r t3 6 1 a^ r 7 t 2' I T 10 2 / ."-_ 4• $ I r a'e" _ t 3 12 1 2" I it 1 D !2 6 T 4"' I t 4 2 d 1S t 2 ./ 5 6 t J 2 1 I3 "'W 6 1 4" r Y T 6 t : # / Y 3 ' ) 3 1377T - ( ) 4 R) 6'. # -. ,5- 7 1/'- g: 13 _ IS` 8` Is- _ 10 1/2 e 13, 10 1I2 e' 11 1f2 _ 6` A. 73` _ '7' 4 (BOFN'iM} 6 O&') 8" $ 1 .r? :` _ 8" 1 - a s 2 j- 7` '- 4 (BG n!) 13•_,6 I/2• _ i3' Is- T 13' 9' _,_._ l3` 9' Itl' 7 t(2' _ Ia- 6' u_..,. S (ifW) - ;J' 17 1/2' TJ' I.Y • i3' IO if2 13" IQ tf2 it 1/2 IT 13" " (BOTTOM) t1• 7` T3` t3' is- 9 t/2' 13' S 1/2' 10 I/2" T tj ' 33' ( 6` 5 (BOTTOM) Is- 7 if2' 13' lY fY 1➢ ij2 13' t0 t/2 11 ir2 6' 13' 7' 6 (GOP). il" 5" t3` :. 13' a TIP` IS' S T/2` 7 t/2' S 1r2". i3` 4 1/2• (TOP) 1/4' 6 I/4` 6 9f4".6 1!4' _ : -. - 6 I/4'74 t/4` 6.{ITT."') - - 6 1/4` § 1/4' 6 1/4' 6 i/4• _ _ _ _ _4..#/4'I6 i/4' 6 (BOTT.•*i eve SHEET 7 I FOR 'Notts RS TYPE IT WON, MR 4L9TALIADONS PnO wom WR1fAE Kqmm. + NWIWdM ANCHOR SPN1tXN5 AID MMWi& F. K 05100CE ARE WDOATED ON Tl46 9CRDAL FOR E-M LESS THAN inatFATED ON solibJLE RETIRE AFAR" SPACING Bt MMI.Ift 6X SPAM SHOWN ON SC 4w,r.E or THE s'OLLOWNO FAL"IOR6 Am ITS OPER4TIDN TO IA P09S!&i. NEDUCED SPAM OBWU LOW FACTOR SMALL W BE LESS THAN 1WAWM SWINO INDICATED FOR EN>1 ANCHOR -E ON If* SCHEDULE tf44 4/4'. t/P. t 4- : T/v- _ tp's- ANCHOR TYPE _ uP07e1 YRN.-SL)His _ ' py 7AWII-NFLN TAX-M 1vw" ARMOR SPACING (In•) ) 3 3 3 - 21/r 2 LAY. 4arotMWAiFD4E.... (i,.Y s 3-,./a" s s a,ja' a. OHStANHE{4-D,I cOPAWJE MO@T th : J Lt', 3 1/a` S ,/1 3 4fA' AAT163AL DWANCE ) FACTOR .._.. Dee .. v. _ _ Ft • !a�.___._ OBI 6 __ _ _ __.. _., D3o __ y D.O ➢m - Lao n.e3 •4 SPACINGS ONLY VALID W5 WHEN SPACER?IS USED. SEE TT�€ #1.. FOR MAX ASS. DESIGN LOADS & MAX, PANEL. LENGTHS WHEN SPACER @ IS USED, r 114`0 TAPCtW _ __IXA�I.S�T�INO POURED ANCHOR 0 e O.ir Yviw.ITEtE N ' CONCRETE BLOCK RECTUM � ! i r44167 1 * ,iiBl• it A A.S.D. OEM WAD W " PANEL 40 PSF OR LM 6'-6' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5`-10" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS N/ SOLID SET ANCHORS & W1 SPACER AT 12 1/2" D.C, .0. b_ O % fl G ifit`2 Cc 1, N R G 4!f !y Q y c �_ C G r 1 r c® v v N CO � s � .4 a#O_ TM_ . C 24 GALVANIZED STEEL STORM PANEL ' X1W1 otL - -s i L C? Inc. . GLOBALOPRODUCTSA LLC. ,w6SMTNW FL nil. ME • XmmoMaw. m4TMn>,. PP7jA ..51!, IA- (WsM89-eR � 20-175 FAMtX1G .:: INNIALLA119N PEJAIL.S.-FOR LIFE SAEM EANEL 1 TOPOURE CONCRETE OR CONCRETE BLOC,IC STRUCTUR,E5 1/4'e TAPCON.,, __,_Fy%I5TING PC&1REO 1/4•0 TAPCON._� _ --_ ]EXISTING POURED 1/4'0 TAPCON EIOSI7MG POURED ANCHOR CONCRETE oR ANCHOR • B' D,C. CONCRETE OR ANCHOR O R OC CtCRETE OR f f CONCRETE BLOCK < REQUIRED. ". CONCRETE BLOLI § REOIJIFEO. BLOCK s REQUIREO• { 1 f 2 1 } A.,.... 1 j2" ' l' - 1 : TIT' , t I ,5 I.. €.ti.• er E • 1 E.1. l i' MOX. PA NEL LENGTH '(SEE ELEVATION ON SHEET 12) V2 I •..- I a ,..---1 I 1 T L` MAX. 6 ° PANEL LENGTH SEE An i __1__ ( i]CY 1 tt _ 1 1Ni aON HEET 12) 1 E f I -F ` �. '..ty'-a-j. wnt I I 012 w: R", • 1 4O j1 ' f J ` 1 C13" ,r...l r- F i I jt i f4 _,_..__3_.__.__I `.I i e I' , { + - 1 .,.Ty )I+'W TAFOON {:_1/4'4 TAPCDN ANCHOR . 9' G.G. ANCHOR O 9" O.C. � EXISTINO FIGURED CONCRETE .CONCRETE BLOCK REWIRED, OR. "_ STINc PO Or1CRETE BLGCX REi)UIRIM. CONCRETE OR SECTION R-1A 8-11 MLAR PANELS 0 LI F NEL U�� SCALE 3/8-1- SIX SHEETS 15 k To FOR M40406S ANCHOR 1TPE L/4'_"._ ~UPON YPE Tk SPACING FOR NVAUATWNS INTO Ml ANCHOR 8 ANO Mom wwwo On) 13 •Hmfvwww MEw RBTM400 1i 'O.,.. mMe Tin,) 3 Det L Ot ARE: 00070 O, nits NA£0. LESS H ApC ONSCHEDULE PtltCE ANCHOR SPACING a at -I-40 SPACeNG BHWM ON SCHEETU,e BY THE roLLOwNa rACTORS mft wa ama = FACTOR I '12 +.A_! TO THIS OPERATION TO BE POSSOL REDLM.IT, SPACING GNAWER U641D FADTOR SiNLi. HOT BE L 'E THAN _r 2 t/2 Okt_ _ M SPAG4O.INCR AXED FOR EACH ANCHOR TYPE. ON THIS SCHFOLA .._._. ___ 3' OAo 314, Ili ,°A i �1 {/7�� :/ Ar/Jir" I - �aJ 1 4GT1 t I n i n III—SEPARATIONI ti- GLASS T A ?GANG H 4Y-2®:i• !1 ISTIy6•II TO CLASS. E 11,11-II "It-, 33. 7RN.'IS a 1 ?GLASS 9L : "j ,. .. 3..s IIN.19 tt ' ' FA1 t , , 0,9E I , 11 r Y -6i II 1 it ( it t WAX I t it i' WX. i 6_. t . F LEIVCIH n ANE& PANEL EVATION 1 SEE H ET ION -._,__ __ _r.; _. .. 11 I (SEE ELEVATION T (d. SHEEN 12) 11 1 - ( 1T• SEPARATON/ I I 11 1 _ ._.I ON STREET t2I ill To stAs6. ! ° 1 11 I IF—_...-- .iT..__J # 9 1 C 1 1 ! I r" r ` l 2 l T 1 ✓,- sr .3 %s.;. T F E.D. t C-D. I i r ' , I i ED 1 - j - ?5. NEft�HF;t10 Ma EO f . -iVL Hu IfAD NS, I { s i) i/a"O.e f 0 12 /voc r 114 . - T/4's TAPCON V„;�[/4'0 WON ANCHOR O 9' O,C. ANCHOR 0 9" D.C. EXISTING POURED CONCRETE.. OR EXLSOidG FOURED CONCRETE OR ..,.t oftlm TE BLOCK REOURIELI. LOMCRETE BIOCN REWIRED, SEQ1 SECTION R-28 O GULLAR$P LS 0 LIFE SAFETY PANEL_ WALL MOUNTINGS RRIAAF.. SCALE 3/8-t' E - --- - INSIAUAIJO R UFE INTO WOOD STRUCTURES �. _.: T _ ..__ _ . _ Il- t ry )' = WOOD HEADER -'' 17 HOOD HEADER t'-RoUIREb ,-IRE'OU1RED 11I ..,y f5I ,tI�4//�k`'4 TAPi;4N.... I t.!"# TAPCON '':a t I Giil : '?3dC4IXk tt 11 o.r- ; '. , fIt O B' D.C. jj , ,' , %2 H 4' ) ) I 2' A; , 2' .-i f M:n. # _ Min. t_ I I -,' ( I 0:.. I ...0 I. I 1I t!4'F-4ReI' j GXLNSNLi.Jf In _.. 'Iw :' r: .:.. .h,l: m,'f �, �S.EtW115 W t A7 ¢A o E%5n� iI T ' I pp 0 i> 7'-') SK-1 nl N I:. f elf I ..,_ ,_ � _ -- -3 -::1 1• PANEL LENGTH I r T' 6 N _ 1 ._.. .. PANE. LENGTH- SEE ELEVATION ill R 1 { C t E ELEVATOR N :� (SE t-Ev ON SHEEN tz) _ I _.__/-- -_._ ON SHEET 12) it n,.... 1 i I � ! II _ i" MF 1 _..,P 1#I•'--6EPAR,I 1 r Y'g yy ,. TO Wittii 1 1 �i.. it ," Mn P I 4 ,. :} , iF--SEPAPa71OH -- --aa It � 1 9 TI � "O GLASS I .. i LJa p- 1 ( e" - .. I L C 51 -" - 1,:: ,s- ggs t w ac ',, EQ i' s n ,? Oc it _. T I T - i -: PLATE HOLM I' 1:, 11 PLATE. WOOED REQUIRED :x�, 's .,. t !; t 4`P W.FfAATE PLUS REQUIRED `, i.. t PANELMATE PLUS jj _. ,..1/d"& ANCHOR tr 1a 1 2" O;C. " *1_ANCtSOR 6 12 1/2" O.O. ",M1.1 j /. ,i t. I 1 AW ALT Iy 3 ft ULAR SAFETY PANEL i1 1 4,NIIIFAI ►�A1.L IIOUNTiNGS L, Tl [6, ,,, D.44167 FLORIDA BUILDING RODE (Non High Ybloa( Hurricane Zone - - * Ns. F! 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.'1.-. - '.. STATE ..1 I �: DESIGN PRESSURE RATINGS {P.s.F} AND PANEL ?'z'p'., f ~.,, m/2T/m)o LENGTHS AS PER ELEVATION ON SHEET It '�'O FOR / _-".- IL�Nc. ORAL PROTECTION PRODUCTS, LLC.1 DM 2. FOR NEW WOOD FRAME COFYstRUCTION: WOOD "MILT �ffiNAL EN Twr EHo1NEER/R@. 44M IX R. Ins J +' Rre Ile +* + 4 w0. Fea,V6 F ID4. 20-17 r u , - 7 FAX: m i, 5 At of 6�� N•,• ein-s.w,Fr: .n,I4I P'NaNG ?4R4- a34 (MAJB4F-874 MEMBERS TO DE SOUTHERN PANE No 2. W/ SPECIFIC NitM14 / P0°�..,w,NI tH4G - DENSITY OF 0.55 OR EO91AL. crwoe7H4 .... 4a'a+tr:: FNP NAA4, ,ary.. w. oAa 1rs Pt. '5fAlf9tNi4Tf✓RFfOkig -=--, 11LL0 h., A7.[ m.;. 'a SREET 14 or 14 N N � Ca N +.0 U N O�� -0 N 0L O O = C`O `tom 0- .CD U N cn N tf I N -0 O � -0 O — +t ` -`— i O O Q O ?� i = 0 LL- M O -i- L,- CU Cn w O > .— O W '^ L VJ r CCiO i fA 3 0 0 C/' 2 2) :p T I a .= 4 Cn -�-, " (1) a w EZt/18. EZi W/18 ANCHORS -— ---------(SEE SECTION ¢1 k ALtERNATNE ¢iW Ord SWEET /8)--- `.> '..- --- -3J" MOa,_ -'�'3' M°x-My.. ' via r "" ($E'E (�hI NOTE 2 - - tt ,{SEE )1:W ^..9lNO7E 2) i 1" k ---- / 4X. S...S. 2" #f CH END._. {--„""'^ -^-".---'- : _'_-`^-.,..,- /. .1_...,,,�....,,.....», p .»-.€":.,<-.:A,--M <.--..-� _ ', .,..,.y...�.-�/1&'4 �AI.VMINVM r U . _. Fr s F OPENING -:, �-. T :. " , :. 'I - `"`T m �- Pon " CY LAST AWE!-. r Tii BE iN5,Ai1,- f A, EACH O. E?aING siHAIL. ALWAYS 8E. ., ___..T. ..T R... _ . .... -,_. 1 1/2=;7"-70 o' o I 'D. ` o O : tti4:jl¢--.w� o I '' o I a .-•;-. PROVIDE w, cell.:. NANCI.E TO FAG,LIrATG INaTAi.LaTf'N k]' IN; cNOE' - I f'" �,€�--- 4 I y� TO 8E INSTALLED FROM INSIDE OF STRUCTURE-. (; r I I, I , i l, I I 3 ;4 _. 1 r I E ; - I I I I j i j : I I{ I( { i IAr 2 per- -_ _�__, -1 --I - sDz ...<. __ I _ .-, .. I.. ., ._ __ ...< . _. ._ -, .. . -.._.. __ .. I F ' 1 xN -F S 7 - HA ^' R a <'Y%'1T'M r ). ,I+- O E Z HANG ..,3 At PANEL , ., i 0G_lt' 4g `i T rF L It t Tt i 9 . I.I tt CONSISTIfiG OF PANEL Cant iTeAC,C ,OP 3r BOTTOM { j � (EMU PAhFL, l ��. (INTERIOR DANEij � (INTERIOR PA!rEL1 (SrJTERIOR PANFi.) � i (EPJIi FANFtj ; MAx S 6 4 ` LEE MOTES ... -i, i ( I I 6 i I I 4 SECT NOTES 2. 3, 14 I ! {} 6, -0.. ('I) END PANELS 4„'i+.ALL ALW YS BF'. CONNECTED 'O BOTT'OM tN%;K - I [ , ! ! I i 1 i I ! is OT4F,TtwkSv F STfi# f.R SMALL. BL r�fitiUitl%'CI AT fOf]- OF SUiwkV I I ¢ 1 I - ! I k I If Mac- PANE:I.S. ( ! E I iE P _ { I.. I [ i. J IxNEL IENGna { 1 i, II I I * ) SA N 1 /- 40:n ,u,i. I- _* F 1 K I i $ -` 1 i I ' I I'--'•+' - i �"-'? I �, •.f '�' ! � � A'_,,' I � 1 ��;( �. I i (3). If ENL YA.9E-L5 ARE CONNECTED r0 90TitiM 7FiF,t•;k, CONK_(.. ION 1 : ` k T 1 { 1 1 ! _ j. I, I ! I ( ! :,ti 1 - - J. �_ i 1 SIiALt. CuN5ES O' tP4'c l0 3r'4 M.S. wJ '-BA 3/42" WING I I i i 1 1 I '�� I I I I aC .ED PANES W/ 1/-ss M. * N T nit / 2 3/4" M HUMBSCREW IN tCT TAPPED BOTTOM 1 - 1 I I I : 1 ! i 145 arATS W/o a JiA OVERLAP TRACK LOCATION OF FASTENERS MAY BE AI EITHER OF TWO j I I 11 I I j 1 i : 1 i i I j (F E 5rC ONS A^a myCA6 ET r EXTERIOR FLAT %ANGE'E OF E.ND PANEL. I : -;_ _.: _: < '...-_-: ! ..:_ _ __ . _ _ !_ 1 __ . _ .. 1 i l__.. J i _1 sax AT FNO� ir TO OT _.-_...-. ,. ._.r..._ -. ,.. ..-_T_...,--,_ ,__.-_.. 1 ,-.-�- __ _.. .. ..7. __., f.V q MAX. 'RACK CASE , 6H%Oi' i3AF PANELS IS ONLTNUSC00Afi.Tr ) ATLEAS'TY10 '.I j I I 1 i I I I 1€ 1 I i , I 1 ( I j I.-. 1�.... l (. i I - a PANELS SRAl- FEE CONNECTED TO BOTTOM TRACK. ,]SING SPECS I € jj I I , j'.-t _'�.._I._I �I-'-I Y `"-i'� 'T''-i-{---}-j-`t..;.. i-1•-i-�'i_". _'.�..__ -1 , i-I...�,.,....�,._..1.,_.T.."t",�.."I-,II j WDIC;AVC0 ON NOTE'. t3 ABOVE.. IN SUCH CASE, CONNECTION OF ° A'� i a i, .. _.. PANFULS Fill BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. .-,(_Li:•JJJLL_J-9,L.1.1»L1,iJJ L1...i..�11{.L.-.I_.i_l.ir��; i SEE AH]TF d - _ 3 V,M.._ ._ 3- kPx. i.._. 1 Mn :Sr - "- -_SEE I' M'n 't' ,N'-`TA!LAil17 d$ ONLY 'VALID FOR NINE, k"TTF a 1)00) &M ' - ANCJiORS SPEEDUP TLC.'G m.p.r.. - -__... -(SEE S:CTUN EZI & ALTERNATN'E E,21W ON 'SWEET 18)-... _-. -- _._ _ EZi/18, I EZ1W/18 P "1QN__FOR 5ERIES01 E-Z HANGI P 1 SCALE: 3,/32."=.I" z667'fvin tnukw '-.ia`Mex (LAP *0-1 VALLEY) I ,�, . � '] I . I J4" /r MAX. aP (.1„} - ry I��1 A I aEC t ION A-A�S 40',.lLet uMI... SCALE 3/32"--" A" , A 1 Z/'A". `t-,•'' N ''•.,'"Q +. FLORIDA l#(IIL.DTWG CODE (Mon High Vetoc�ft Hurr7cana Zone) s -. ,- r •' - bi°"�° "Lr '. NJe. 24 GAGE GALVANIZED STEER STORM PANEL _,, vr. • D. A4T67 STATED i ' _"- ""._ J +i11, 1EC0INC \j GLOBAL PROTECTION PRODUCTS, LLC. „TE. - F ORIO¢' �� TIUrr TEST'" A Er"C'.1 "Ar. CAOMFAMY vA t r 5 51' DA,+ C -� '-t ,.7,.Ie.-r'�'"'."(.aa/ u,_;,�J`" merit: to,.0487}1�r: c: rNus-ersx 20-T75 /f'' , / a '� v } r IFLTGf� O a _ w -. aupwa, nn pN'ea'.. --. '4i i.-IIHNiLGC't�cxu_ -. tTE 111 In, PI_ .Ala I>-Ta tSe. Aa1 6Nr41 RY C, ", EiJ11011INEERINC3 EXPRESS* PRC}DUCT EVALUATION REPORT September 15.2020 Application Number- 1 9: - ppl r rnbB R2 7-3 .i F_k PraJectNumber, ZO.31543 Product Manufacturer. All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL33409 Product Name & Description: 249a Galvanized Steel Storm Panels Large Missile impact Resistant Scope of Evaluation, This Product Evaluation Report is being issued in accordance with the requirements at the Florida De Lrtment of Business and Professional Regulation(Florida Burkfn Commission) Rule Chapter ter 61G-3.005, F.A.C., Tor statewide acceptance per Matilad lid). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Binding Code Seventh 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 revlslons, Substantiating Data, • PRODUCTDOCUMENTS€VALUATION FX drawing #20 31543Ittled'24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo. P E is-anirrtegral part of this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test standards pet test T -A G- 7Inc. a rt s diBT S 1 QOt b 8lackwatar Testing, Inc. () g, po y Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS 2D1 and TAS 203 test standards t re s T- S -17-00 I 'per test ports )�78 A G 1 by B ackwater Testing. Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering ralculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria. T. Maximum Allowable Spans 2 Mintinum'Allowable Spam 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'11 AVeNuB SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.06601 (866) 396-9999 TEAM @ E NGLNEER]NGEXPRESS. CaM ENGTNEERINGEAPRESS,COM toENGINEERING I . , Page 2 or 2 All ,American Shutters and Glass - 24ga Galvanized Steel Stunn Panels No 33% increase In allowable stress has been Used In the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities, Impact Resistance. Large Impact Resistance has been demonstrated as evidenced in previously listed lost recants), and is accounted for In the engineering design of this product. Wind toad Resistance This product has been designed to resist Wind loads as indicated in the span schadute(s) on the respective Product Evaluation Document fi,e. engineering drawing). installation This product shall be installed in strictcompliance with its respective Product Evaluation -Document fie engineering drawing), along with all components noted therein. Product components shaitbe of the materials specified in product's respective Product Evaluation that p pe p pB Document (i.e. engineering drawing), Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein All Supporting host Structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule, Host structure conditions which ate not accounted for in this product's respective anchor schedule shah be designed for on a site -specific basics by a registered professional engineer AII components nents which are �menenl7Y instailed shall be corrosion, mson..0ontam'man'on and other such damage at all dr ses. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. -.,..4---_. " ', ",,eT'i�Y3,ONAF, Frank Bernardo, PE ENGINEERING EXPRESO #PF0046549 I C'ert Auth 988_4 160 SW 1.21" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396,9999 TEAM 0ENGINIEtRINGEXPRFSS.COM ENGTNEeATNGEXPa6SS,COM yo X.u,Yn4'n.,as =1L-TA�L'IJ A.: V MI _.>: _: { 1 O A - V Y U:rJ,>u r K, 11 I,F+I . cx F raU p. 1, (,'i ` - '- ' �i ,aw' .i trt 1t-PCPfTr, _ - - -P v. Nil./ n:. MEPea rim...... .F,,.,P+ 14as Ct M t1-L L iV A.tt Vim, J/ - -r// / rC-Eli" < - r ..I, 44Fr 1 u: N's /`,,//f R(., .. / ov m .. _L e k - / ' 4 AoN e l [CS[Vc'L vtl „r P H 1 r: pp TW L.1 M z W L rr �I U.e_il rr " PT:0 I• 11 1._5 'G 1. - tW J I%' U _-, , �N LL - t " N FR 'M a e: 1" Y. f .4",W r x t W nN w I 4 ay.na rc. -I ITT.(.'+! - Q W 'Tf-e � .H-� ill t`A - 10 - m a i - L y x' ❑ ,R�u N - 1,IIyy .N , 5 - ' I"� tU -"wW 1 -tt L 3. ?it." u I - L W.0 } WI - - ii F . vs . W i.: w 4 `. W I. a�LYI� N ' I.' ''-F. J F E ; Rat - ❑ LPL i r - F 1 - R Mi : -Ftk .: ". tic •Ti. ,. r Sti - t w 1 N v } s' Ih 5, Y _ S L_ - 'I f' N .. ,li T - =V ,it. N [.J :B:f. i.DOD' NU C, F ig we; k: _ C AL N1AT-eUI.. L '-F R E - ]I.1;.. L.A Or I in 7-J= �. Y,: :I; 410Urmrk..EYrnl5mf5 - i rat. / / c4 uurvry n'k n mva rvrF a�yn, - M. y f fi. 91dL. n., .. < .eT_ n Im--a.Luil n r-,. F .d '_: f' i ^r3: : �" � PUr I • 1 ,. ti. C[ILIrp;/ROOR NOUNr 5[CTION .. F ll LL N N 1I .VLL L !l^I d._ D � On I'LL _ P f - T N II 11111 MaIINN H-t Dan l :gin L`� 4. «.. rPR >4 L Yd,_'vl.i-.rin a d c _LI TBJ CSC H�.I.:I;, f I£P1:1f Y --�II, a_Fz YPIUr ,N" 4: .4 L, IUIL LI-F..4k ..£IILV� I r 1.11I:M HILT( ,' : :1 - ill - 1- . PIIIIIJVJ L'JII"a Z.;Z .oaf. r.. F rd t LP _ D WAIL K6UFiT S:C'i[URI Nfr..IFe.tt'a^^: I•:A P'ftl'1'x' ,I.c 1Yr.: c r. l.dil •.�. - I!'} F tr"u .. �w ' I'. x I e U YR Z ON y,. m ` to e 1rw pm .{ kkJ..: V.J. IK'.. f.- IJ�r rT-. -I IJ P-„Ny�.1I 1',. _ A4. ..'..'1. S N s Y•.E s~?Tt-' .ir c P - rI-r r'0tl - :PD �TSJ,L-X, =rCR. F _ Iv411 L K✓.MUvnHY - _ (.ail - > n ^ mv, W �,� ter,.- F t y : Q { IA n i S ZL C 1J C` IT .f-I'r , 1y 11 71 Ilrr. ,:- "),!l , WN ,r r'...n� I, ,9,,- J - Jil kA 1t1=1 AIIJ ..t.l :P> _ S- / cF z LlLroyh l4VL - f, I - : Ly. . rd tt : 5 "" - 1 B k c f, _1 "I i' tqq yg� - awl. 'D I. AI k Pi.TI:.. - ��m t4 - rt d ,:H Y+ 61..lY- _ i11 t I I -41" S ,1 4 Fif W �q]`r FEC -Irly P TLr ,PEL ,.I::�HY [:. I:fJ ,: Lit 4" ,.4: 1 fair R" P-t rk•: l]-I 1 +' ,I.y"c- rk,E;s .-,., I--- ,'.. L E. 1,, .,, 11, 1 JN A AO N rE '- ^�� In> t: rcF_ H L '_a t ., T P oR Rallea. n ,e, .w:::.-1n13F-�C! u xf, xrr / :: .,1,-t t : Fr rM- 20-51543 I, _ '-f ,�' "_ P .'n`.I', T•rrf B�pt.oxym. r 'N 1' 1WLJ10 ; E�UT JAY P ry 1194IA1fULTGRJROT(OM CLOBUAEDZASLk [,, 16 MIL I 1 FT 1 �F p. L .+'. ,J Y. F ,,. _ .� nE (l •R• R ,X/IHwR'I K It,l InN �l to ,I Iu. f ___ __ _ _ _ i T O I - INN POUREDC T R 1 i 1 E 1. COSTING POUcbNcRETE E _ opRED . -CONCRETE _ Y TAPCON _1/4'a BLOCK ANCHOR 0 ij2{7^OZ.. /j/f: REQUIRED, jy t �I' A 1(4.R tAPC10N .._. a,.r',`y ..,........._,..-.._ i zY HEX HEAD TEk WOOD HEAFIER.. '' .. _ I t likk. r.:'' „„_,...,..._. t rj HEX ;FAD TEK - FROM I EW iTt{w31 ANCHOR ®1Z" S.G. REOURRE;C i 'b - SCREW' Y��IL) . `' , EC`Gf OF V €ODE OF ¢ /Ili I^,_ ## i e v �'. - 1I I 2 • a.. _- _ T 4'4- . / fr � 1 r 't eta'a-zaxl• lt. ._.. :. _-. I � k ( �'. ., i 0 0 Ile Y. Jgtxs w R ! a 6 A" O.C.ac Rt EA. Q'f%N' 11 t Tf2• i>qr wy .,fl _... i t JAY, -I IU-SEPARAT'ON i ., 1 A I ' t J 3/ta,e R 1' kin, I EXISTING 11 TO CLASS, EK _9 SETIARATION - 3/TS'0 'it ALUMINUM POP OLA5S. I -Fl>MTIINUk PCP C(A55 !L j R CIA55 i�TO ( .' _ u._....-._.A._-.....____.__, ._ T _._ ar-. __-hr- -_ - . - - . - { A 11 S.i BOL is w 1 MAX. I MAIL ni G 1 .... - ... _. -_.. __... .... PANEL LENGTH * t. a F a _ ._ _ -i_.- € .__ ...._.. _ -t PANIy tEMGTH * - I 0 E B J ! I a u R _ *.r t i I :L {�`� n i1 �J I 4 !t-SWAMT104 I s O I{#+---SEPAfiATRON-.....- 1. ,> ... +771UNISSGREW °••CIF rtLAs5. tO 1 + IlilY) 9 '�'' 9da R Osb:15. I I I - TNVk9'SCREW 6 I y ' '-"-'' i i I & I _. _ 1,IA�r. - - I U I I- I . Z,jp T j .t rat - �I_ t_i - 1/2 1 ftA, r' 1 .. .-E. d' .:. I 4".6 TAPOCA1 ANCHOR I.- 0 O.C. 12" I/._0 TAPCON _ dr' E1II.5T'ING POURED --i - i t " 2'.4' WOOD '� IIlA7E ANCHOR. Q 12' J1.G ..CONCRETE OR I REOUIR£D -"' CONCRETE BLOCK . .`•� _, I.i '._.. RECURRED, r WALL MOUNTING WAS MQUNTING SECTION EZt ALTERNATIVE EZiW SCALE 3/8=1" SCALE 3/8-1" �.'r 7!..,.. df. "•" ,» y *,""'�yCEN$,' FLORIDA BUILDING CODE (Non HI h Valoclt Hurrfccne Zone) • =11 0.d4 . mate T^rc°. Nz- r_r 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN. ,A, •_ * $ 24 GAGE GALVANIZED STEEL STORM PANEL 1XWM, ar_ PRESSURE RATING +/- 40.0 p,3J, AND 6'-0" MAX ` STATED i O r `GLOBAL PROTECTION PRODUCTS LLG. 011a7/101P ��-- '"'� / tL � � C INC T �� t^ LDn10 > S. 11�l�n PANEL LENGTH. �-'.. F ,1�' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4 ZrJ TILLIT ICBTtue A: VIGH OVERM C ANY ' _e-x>xi.waNawmsa a •..' c P ,." , 20-175 a1 -1 Ig . 'Gf6I Ar,.11.f PrtEfz: (C9+)6E&-T516, ;'. (".)HIR-0 ` TO BE SOUTHERN PAN.. No 2, W/ SPECIFIC : j ON AI. ` ' �` _ Yr b DENSI325 _: 0Ei'Iwi1Y OF D.55 OR EQUAL, _ x, ,� r„ rI rnIJJA9iW;�i, e6itf - vAl.rzu04 „ aT. wru . _, f M ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) // TOP MOUNT (CONN- Typ., TYPE AS REQ'D), SECTIONS OPTIONAL MUCH UCH IT GM WITHH WA w HwA UTS FASTENED 9r NEE' �. �-- APPROPRIATE SPAN TABLE) - W cg `j © IJx ad jn a w aa) = RlOdSfi" NS 4 =T-1�9DTTOM MIXINT (CON NTYPE C RC�'D) R0.391' / ; 0.s75u.- MAY BE A7 TQ .,�-�„ -OBSTRnC-7I0 N ( LOCATION MAY VARY) F7.00NT YPETQ'D) BOTTOM MOUNT (OONN--/ (SPAN BELQW J Y PE A5 REQ D} OBBTRUCTLON) PANELS MAY BENC'TCHED AS REQUIRED OR TO THATrCNNED7TONS AND OPITONAL,}'4 2O STLTCF ®OLT5 WITH 1VASHEREC ANCHORS ARE US)EOIN CHSATISFY WINGNUT$ FASTENED'9 SPANS ABOVE a BELyJOB6TUCTION OVERLAPS O MI DSPAN1 APPRORRIATESPANTAB VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS _. 1 N,TS, ELEVATION SPAN ALLOWABLE PANEL N & GLASS #� N A SEPARATION SCHEDULE, EP 24 GAUG EPANELS f_._.-....___ ' MINIMUM ST.L.RM PA f i JFAWTIL FROM GLASS __ L LNVH2 WIND EO F 4 a F5S rill ERCJI tE5i . - MAXIMUM _ DES GN A AIYC W B r i'' i1.5 1 rR N5iAL3 CPo l65 N5 A IAnOti6 'ITT Fit ER PR F55 RC u .. P 1 5 AN m A IRA THA.N 3Ar BOVF GRPOE I N RV - G <. ABOVE GNA E i1�1 I{ i 3U / 36 Icon PqR t__ ._ _.-.._..._ __Gas €V6 n _-___.___ . 16r 21 +n +J 4p I :f,45 f 1390rn { LTaUIn N t 606m ,t.'ir1 Rl ijfiG a • SO T L,4 to _.. 606 n 1.i6 in I • 4S / F05bn _ _ U@ $ 2 35 t R .__.. i__ 6t i - 832m .- 6491 273 I 54.8 Rn ,.elm 272- SCHEDULE TE 5 SPAN 5C ULE NC3 a: 1ENTER SPAN SCHEDULES WittN EGAIIVE DESIGN LOAD S PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE. STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSION S ;"F-TRACK, MOOED AMGtE, C;t, USE 425' r PA FASTE NER SPACING TABLE VALUES FOR ALL'tl'- AND °UHDERS (INCLUDING . BUILD OUT. CONDITIONS), 3. LINEAR INTERPOLATION BETWEEN LOADS t5 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, I 1 ENTER SPAN SCTEDULE WITH 7- V DESIGN LOATO DETERMINE RMIN- E MINIMUM ALLOWABLE SEPARATION FROM THE- OPENING TO BE PROTECTED I 2. SCHEDULE IS RE-Q1JIREO FOR USE WITH POSITIVE LOADS ONLY. 1NTER.POLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE. USE NEXT HIGHER LOAD. INSTALLATIONS 7 DE OF THE HVHZ AND OUTSIDE FS NTIAL 3. FORS,DU a SW,A SE F. A T WIN 2 N THROUGH THE PA A }ON SCHEDULE .9 ASTM O O ES 1 T DUG 3, H LASS F R d SCHEDULE 15I NOT REQUIRED AMU` NO MINIMUM SEPARATION FROM THE PROTELTED OPEtONG ISO.. AIIREEI. _ - 4�n�` RVIHYBEN RqD OE d PELW.16 -19 CA 7" ' y �`;_. MAXIMUM ALLOWABLE mow.: F, k DESIGN PRESSURES: ""� 6,,, �;C 3_ AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES ." a 109ITiVE AND NE6ATIVf DESIGN PRESSURES CALCU LATEO FOR USE WITH THiS SYSTEM SHALL BE DETERMINEb.PER SEPARATE ENGINEERING IN ACCORDVICE AITHTHE ,i m iO �O 4M EE ppUU EM GgVERNING;COD ,PRESSURE RE Ill ENTS Au.. , �J L: el 3, IE .. E B DETERMI ONNACCbRDANONX14 CEIAND APTEF2 1509 OF THEFLORIbA BW1DiNG CODE'BHALL BE. S THAN i a a! T �.. p - U.- OR EQUAL Tt3:THF FOSI'(IVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN. FOR ANY , h .t'uI 11 "N ASSEMBLY AS SHOWN. c m 3 13 . GENERAL NOTES: ; rMi irs 3:515 THI6 g" CP�TION ' REEN'DE51GNE11 AND SHALL 11 FABRICA M IN TFIEREQUIREMENTS OFTNE CODE Y5 W' R$" ti KCORDANCEWFTH FLGRIDA6U1LA18G SEVEN`THeDM N(Z02e) FOR LSEINSIOEAINOOUTSIDEOFTHEHVHZ,PER FA5201, 2021AND 203TESTPROTCJCOLS.. CONTRACTOR SHALL INVESTIGATE �W ❑ I 2 NO,3311TAINCREAGE'IN' ALLOWABLESTRESS HAS BEEN USEDIN THE DESIGN OF THIS$YSTEM, ]. THE Aft[HITECT//ENGINEER OF RECORDF{JR THE PRa3ECT ACI'UREid[TH _QV ''� SUPS... HICN TNIS DESIGN LS USED SHALL BE.RESPOHSIBLE 7 FOR THE INTEGAW OF ALL SUPPORTING SU RT-AC ID THIS DESIGN WHICH SHALL BE COOKDENATED BT THE PERMITTING CC$ITRACTOR, in 4. SEPARATE:'5[fE-SPECIFIC'SErtLea zac IN Eenri. SHALL BE REEQQUIRED RI OROER.TO FROM L:OADBr DEFLECTIONS. DEVIATE OR5PANS 4m'A!DD HEREIN. CONTACT -OHS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MZ r� MAY BE REgUIREa -TIRE-SYSTEM 11! pg�I ICI >L DETAILED HERENJ 15 GENERIC AND DOES NOT PROVIDE SPEW FOR SITE CONDITIONS DIFFERENT N F- N :� INFORMATION FORA FIC SITE. FROM 1111111 ITIONS'OETAILEa HEREIN,ALICENSEDENGINEERORREG 915D W (-" , O n ARCHITECT SHALL AREPARE SITE SPECIFIC OOCUMENTS FOR USE IN EDWDNLTION W1TH THIS.➢0CUMENT : (- ^ gg AI k. L.. 6, DESIGN PRESSURES NOTED HEREIN ARE 9ASEDON MAxIMUM TESTED PRESSUIZ DIVIDED BY A Le SAFETY�ACTOA� = Q aaa�� ^ij y444 T. ALL FASTENEp$N!GAyL JOR BEAT SAE6RAPE 8.LENLE56 NOTED EAR ',(n.a .y' a. " ER @E,: FASTENERS S ACL @E C DMIU p LATED tlROTHER LSE Rry4 1-Jt CORRO610N-RESIST T MA LAN D SHALL COMPLY WFTH "SPECIFICAT10N5 AN A FOR ALUMnJUM 54RUCTUI'M BECi0N] aBYTHE ALUMINUM A550CtATION, �C a nJC, &ANY APPLICABLE Ff35EW14 6TATEr AND/OR LOCAL CODES C_% 3 +( R RLL R. A LSM LL BE 24G STEEL[-t5 5Ta M P NE A A oaA'- 5T➢RMPANE S ALL FORM TO 53 TRLTU AL AISTY H ASTM A6 R U �. 0 9 LS CON 5 L O STEEL G69 GALVANIZE .COATING wI AH]NINUM Wet I. 10 RLL ALU MINUM FXTRUSIONSs HALL 6E 6UG3T6 AWMIN MALLOY, W X UNLESS NOTED OTHMMSE ,d 11 TOP & BOTTOM OETAILSSHO\VN MAY BE INTERCHANGED ASFIEI➢ CONDITIONS DICTATE PANELS MAYBE MOUNTED VERTICALLY OR .J HORIZONTALLY AS APPLICABLE.J 12 CONCRETE ANCHORSNO77EI Heller S ALLeE EMe- SO TO NOiI ORACKEO CONCRETE OPI LY. INSTALL ALL CONCRETE ANCHORS PER 1ANUFAC URE 'S 'T" NDATIDN 3 THECONtRANo is RESPONSIBLE TO':INSULAT@OR.PROT'E4TALL II. I g MEMBERS FROM DI IMILAR "A"" LS TO PBEVENT€ifCPR "' UI, SS55 c 6 VALll7ATE_.YRU RAL DESIGN rat 51 14 ENGIM BR9EALARI%EDHERE TO E L"jIl AS� LY EOFTH75-SPE I CAT' N BY CONTRACTOR: et. al N C O U$ Bmtr LE IN E IF.IES& VES MAR LE55 THIS ENGYN FO RLL C05TB OA1-0 GE5 D rM3 5q M E-ER R A p qgg YI. F qqTy G& 1UDLUDING LEGAL FEES&APPELLATE FfES RESULTINGFROM. 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Ft :, ,.. ,tua-x .0 1 , n I' C.x.:I: JL-' �¢ L; :f .f f I' G a ,1 .EL1_000' L ,._ Edlig 2� --MI -4"MAX• MIN. ' a _1 5f pp I 1.'S _ I:tb41" (_A. JIs1'f N I ,a.,.v. I,.`.. Z,,-'NIi 1. �M ■ .hat CO RE LLOStALEO AtL ._ :�R'Iro-J ('1 RI 0. ET _ - - g g rrf n. •,r bn11J, 3 ENBEp 6 - k Jf=;, rr,.Tr- E 6 VFRAPK°Utrr CLOSURFDE[Ait n n.^i..Try I1 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS I% 12, 5" O:G F' t I EML6-dL'iIP.1'Ai�1 no MEMMEM MMOR �II �Em ®�1M®1'�' ® - ® � �m®mm®®®�E' EMM® - J" - - �.� ® ''®.° ' ®M®M M0 �I MEMMAE M i [M MMM... ' �E�®{ momm ISM - ® - ' 6��6EE_{��••��EI r' la Elf 6(�E M rR��E;W 'LS d-7 H ®tI�'' ®��®® ' °�® ® ® FFM® %�, %r////% �i�y�,i/i %/ /ifFZII /az� j/%/r// f �//ri/%S,9'�/l>�%%/r%/!%i/<,/rJ+/ /.i / /i / / '/ �iyrr�/ /r �� f , /ii /r / ��, %/�///.I�i�r�/%/�//�%%//�%��%�l%mllffiv,� mom%%lrr��lanmlv/��//,.V//,/,//� 5//i,1�// ®y ®p,'®�NE E 6L2O1��®61'IDi1�iOJ®IS'.Oii1M pl, �IKM 111110emt>��1 mm� m�sa�ra�sa�M09®• I� T}b Y �, S C. 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" 38 53" 5 L2,5 ]60' 7.0 56 22.5' 125 48" a] 623" iZ4 48' 0..1" C25' 154" 5,4 50 6.25•'. 123 47" d0" 62 5 123 47' 4.0" 125 d S.5 Y 2 4 ? 6, 25" 23 4 7' a0 6 25" 123 4➢" 4 7' 6 Y5 12 3" 4 F 4 0 6.24� 32 3' 4.3" 4 0" 6.25" 123 A.T" .➢" ANCHOR NOTES: ANCHOR SCHEDULE PLIF! MAXIMUM ALLOWA6 LE ANCHOR S Z SPAN SCHEDULESHALLAPPLY Z ENTEiLANCHCM SCHELIIILE: MATERIAL, a ANCHOR TYPE, SEL LOA ON SHUTTER AND SELECT'_ D CONNECTION TYPE BASED ON AP SHEET 2FOR IDENTIFICATI ON OF 3. "DANEL FASTENERS" ARE ST J PANEL E ASTENER5PACING T EE rSTINGSTRUC.TU F H X R -N LOAD GREATER THAN DR EQUAL TO NEGATIVE DE51GN ATER THAN ORE4.S TO SHUTTER SPANEIFCr E MOUNTING CONDITION (SEE MOUNTING DETAILS ON T ION TYPE). D IN COW UNCMON WITH ALL MOUNTING EXTRUSIONS 6 25 O.0 PANEL FAS(E ER.SPACING TABLE VALUES FOR UILOOUT COtJDI1TON5) 7CORDANCE WITH MANUFACTURERS' kECOMMENDATTON.S:... 'ALL CONFORM TO AETM C90,DWCK VOTED IN ANCPIOR SCHEDULE. Bill NCE eXCLU DES 6TUCm, EDAM, BRICK, AND OTHER WALL: EO TD Lf4" MAk OR SHAYL'$E VE0.1FlED BY b7'HERS TO 'SHALL BE EMBEDDED TO UN-CRACW,ED CONCRETE ONLY:. OD FRAMING, EXISTING CONDITIONS MAY VARY FIELD 'ATE WOOD FRAMING MEMBERS WOOD FASTENING ,NOT PLY ASTt3V IDE CLOSURE PIECE W FACE OF STUD FRAMING, FASTENER SHALL DE LOCATED tN STUD (}" EDGE DISTANCES ACCEPTABLE FOR WOOD TERN Pi "G=0 SSORGREATER DENSITY, LAG SCREW FAD, PANELAIATE ALL-POINSOLD-SETSOUD-SET 9 BR.ASS BUSHIN G G MINIMUM NGAGEMENtOF THREADS INTO -THE BASE . ;0, TRUSS HD, WAFER: HEAD (SIDEWU N ALLC BOLT) O_ :TANCE EXCLUEADES SORTUCCO bit THER WALL F3NLSHES, S WHICH ARE NOT ACCEPTABLE USES. LTTTED FOR USE WITH THE ANCOiOR SCHELWLS L35TEE733N 9 I - d 'e�` 52 NEI i .9A J N QQ � I r 9 _P- P N N C_ U) N C0 O a) � -�-B U Cll N 0_ O O . � a � � �U N UCV'^ O 01 O O Q- E O ^ W 3: O E O .Ln _ -0 O 0_ ,0 .- W 0! Q Z Z W J WCD f/�J (cl-) W _1"`_J U) =3 CIO O L_ 1C/) a_ e< (D -4--i U =3 M O r UW U) L. W L1J 2 Q Z Z Q J d SHEET NO. 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