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HomeMy WebLinkAbout6633 Back Forty Lp3 Q LO n LO CV LO LO L 0 J M 0 LO r7 N i x t- u7 N rLO v _ J M CO 0 00 M 39 0 0 r[ LO v f� o+ 3 Q M O a E W E x v i a U J a� N N LO 0 0 a M 0 0 S 0 U z W v v N INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN — — �— -- 1—� -- = T = _ � 5 6 7.1 7.2 8 ROOF PLAN FOUNDATION PLAN FLOOR/ROOF FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN ABBREVIATIONS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable AFF orA.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT RecessedSTRU Receptacle S CTURAL TURAL NOTES UC AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator-- _Lam- � _ y� ` — � -- �- SN1 DETAILS ALT orALT. Alternate BC Base Cabinet FRT Front FT or Ft. Foot/ Feet REINF REQD or Req'd. Reinforcing Required, d --1--- - S3 DETAILS BF B'Ifold Door FTG or Ftg. Footing RM or Rm. Room T -- — ------ —_ S4 DETAILS BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. IRS, R/S, R/SH or R&S Round Rough Opening Rod and Shelf S5 S6 DETAILS DETAILS BM or Bm. Beam BOT or Bot. Bottom GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss SC SD or SO. Solid Core Smoke Detector ST STAIR DETAILS BP or B.P. Bypass (door) BRG or BRG. Bearing GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb SGD SH or Sh. Sliding Glass Door Shelves •x - SS RETROFIT DETAILS C Carpet HC Hollow Core SHT Sheet D1 DETAILS & SECTIONS CAB Cabinet CIR or Cir. Circle HDR or Hdr. Header HGT or Hgt. Height SHWR or Shwr. SL or S.L. Shower Side Lights ' TFFF -AETTITfl D2 DETAILS & SECTIONS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications WP WATERPROOFING DETAILS CLG or Clg. Ceiling CMU Concrete Masonry Unit HORIZ Horizontal HS Hard Surface (flooring) SPF or S.P.F. SO FT or SF or S.F. Spruce Pine Fir Square Foot (feet) PA1.0 PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling COL or Col. Column ILO In Lieu Of INSUL or Insul. Insulation SQ or Sq. STO Square Storage PA1.1 PRODUCT APPROVAL NUMBERS COMM orComm. Community INTorInt. Interior SW or S.W. Shear Wall PA1.2 PRODUCTAPPROVALNUMBERS COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LForL.F. Linear Ft. SYP or S.Y.P. TB TEMP or Temp. THIKN or Thik'n. TOBorT.0.6. Southern Yellow Pine Towel Bar Tempered Thicken Top of Block sr 0?4 PA1.3 PA1.4 SH1.0 PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer DB Door Bell DBL or Dbl. Double LL Lintel Length LT Laundry Tub MAS or Mas. Masonry TOM or T.O.M. TOP or T.O.P. TP Top of Masonry Top of Plate Toilet Paper Holder _ , SH1.1 SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL DCF Decorative Cementitious Finish DEC or Dec. Decorative MAX or Max Maximum MC Medicine Cabinet TR TRANS WDW or Trans. Towel Ring Transom Window � :'� -- �T:' a SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical ! I SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DIA or Dia. Diameter DISP or Disp. Disposal MGT Management (room) MIN or Min Minimum UC or u.c. UCL Under Counter Under Cabinet Lighting LW SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise M DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MIN or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain W or w Wlorw/ WA or W.A. Washer With Wedge Anchor MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES ELEV or Elev. Elevation EQ Equal PED or Ped. Pedestal PH Phone WC or WIC or W.C. WDorWd Water Closet (toilet) Wood MEAN ROOF 30 FT. HIGH TYPICAL EWor E.W. Each Way PKT or Pkt. Pocket (Door) WDWHDRorWDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion EXTorExt. Exterior PL or P.L. Parallam PLF Pounds per linear foot WH or W.H. WIC or W.I.C. Water Heater Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPlt. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room WWF Welded Wire Fabric (Mesh) REV. 06.23.22 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors of these d is the intent t Designer/Engineer listed in the providing documents that these documents be accurate, providing Licensed 08-20-15 1. 0 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 12-08-15 2.0 F RAM E-WAL REVISIONS 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 12-22-16 3.0 A 1 B 1 ELEV. REVISIONS 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 01-04-18 4.0 2017 FBC UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. Payments will be made in accordance to the terms of the agreement. 03-29-18 5.1 UPDATED PER CITY COMMENTS 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 08-23-19 5.2 ENG. REVIEW FOR 150—C MPH 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 12-19-20 6.0 FBC 2020 CODE UPDATE protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 11-29-21 7.0 ADDED ELEV KLM PER C.M. 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 2575 Al 1 KLM 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. e•�a c� 0 +N t� 0 'r -o 07 'D Z > W O _ � m X C 6L Q N O O i N O 3 = m Y a� a� > E 3 d _ Utz•"—' A N O c o N a U 'II�/4Ebt r,r,F£ d ` v �L �60 J` \.P 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. as Q co8 V O N 0 Y � C °. " M tIi Q rnti�� S J N O # i M v J CN W W J u LL a Z13 —'rn o_ C t0 at 5 m N 0 O O W Z LLO N2°'°' m MZ a J Z N J0 O U LL ❑ ❑ QD z N M 0 z � N z � � a N LdJ ti m W o a U 0 V) W g U J LW _ � N U u� c Cn Y 0 e �Q sm o m w M J z Q LL- E =o �o ao p 0 of z® �w c�0 t— ¢ �� ¢ 10 as 0 oa wz Z�E m w L7 3a �Z a� Z-C3 3 <1 S12 �Z go W cn wLL dz m o a o a C O 0 i m� LO LO ai rn Q 0 ~ 00 CID 0 r U) � -' N m o LO O LC)I co �' m N LO cV N Q co r E E a (.0� o Z CID Z :3 E f6 m a E v a a c JOB NO : 23-06132 SCALE : AS NOTED SHEET NO. C S at L0 cV to LO G C V) O 00 J t2 �n 0 I r� i a L0 CV rn L0 0 rn 0 00 J N t2 C) 0 I M i rh N 0 0 L0 LO N O 3 N N i a E 0 x 0 a 0 •U J LZ N N LO 0 6 o.. TYP @ 2 STORY J S6 VERIFY METER LOCATION WITH BUILDER 15'-0" 11 T-0" iv 0 5-SH 16" DEEP - - D VERIFY LOCATION S3 - - - - - - - - - - - - P, - s! OPT. - ELECTRICAL PANEL PANTRY { REF. 2668 B.F. 2x6 WALL I I S4 I I 12'-8" 4'-8' I I I 19 I I I R 00 I I I 2868 KITCHEN I I I I I I A O3 8'-8" FLAT CLG. ^ N TILE I I I I I I I0 I I o CC I I I p Iffr - 3 3: :3 S3 I H I I W D LJ_� -- -- - fir- -�I b I I IW co 0 L) LJ '- EDGE OF SLAB 2" I I 1 I > I I O N BEYOND WALL I 0 I I 4'-0" 6-2" 6-6" 4'-10" A L. 20'-6" 2 CAR GARAGE I I Ir DINING ROOM 8'-8" FLAT CLG. AFF I I I PATIO I I 8'-8" FLAT CLG. I ' CARPET BUILDER TO PROVIDE I I ENTRY o O 00 2'-6" APPLIANCE PROTECTION I I I in 0 WHEN REQUIRED PER FBCLO I D I I 8'-8" FLAT CLG. 0 3)2X4#2SPF W/ -- --- I I L_--- S3 AFF r 16d TOENAILS CC (3) 2X4 #2SPFW/N@ BASE /N3) S3 (3)16d TOENAILS CV O W.H. @ BASElit o (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ TYP @ 2 STORY BASE �I �I FOYER I c> I J O O 0 O 01 0 3068 1 8'-8" FLAT CLG. g O S6 ui ui u TILE 16-48" T-8" 1, T-8" 1. T-6" L. 6-0" 4'-2" L? N r 2068 B.F. H DR AT 7_4_ I rh - 0 12"DEE ----------- -fi----00 f - T 5-SH I I 2x6 WALL Iw _ PLUMBING LINE �- Im rN, O Lb KG N FLOOR G _ TO SECOND j< Cl) p FLOOR 0I 10 S3 (3) 2X4 #2 SPF g g� � I� FLEX - FAMILY ROOM W/ (3)16d FLAT C G. TILE i 0 8'-8" FLAT CLGIz TOENAILS @ . CARPET I 8'-8" FLAT CLG. BASE _ _ _ _ CARPET 42" SLOPING 12 I iv HALF WALL 11 Cl) Lo A FLOOR G.T. 10 1 I C9 - - - - 1 21 31 41 51 61 71 ---- -, AC PAD AC PAD UP 16R II I I T I M I I I I I G I I I I I I I I IS3 I I 1 H.B. J ss -0 TYP @ 2 STORY L 2-2x6 #2 SYP (3) 2X4 #2 SPF W/ 1 BEAM wl (4) 12d (3) 16d TOENAILS 8 @BASE NAILS EA. PLY T-8" Ll'-4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20 X 38 18 4 X 37 S.H. 14 20 X 50 181 X 50 S.H. 15 20X63 184X62J S.H. 16 20 X 72 18 } X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 36 } X 62 1/2 S.H. 26 37 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 381 52 4 X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 11111111111Iii 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 "A1"I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 FIRST FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=V-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N 0 N c+rs Z -o > LL+ C. a r- o C V N -�m>: �LLC�_ y N O y � N L N y O Q N Y a� d c E s c N Q U 7 •- J d c E f6 b O.. U r� Cl>i 4 J �i cb To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E O N U V C O 6 a N N r ni Q ej M C, 2s2s # LL C LL J 5 w M LL LL ii 2 Zm 13 c o r mo (O r- (p o og of W Z ILW U)°' w � N Z Q Z N O () < 0 W ❑ ❑ z $_ Q � U) N z � U o f6 4W N LL, U O^ trJ^1 LL o C N U L J z d U 6 • `J' 0 Q o N O Sm o co M Z Q p E V °a (6 H N Eo ¢ UO �U o E �a ao ott �z Z wo cw no <o 3x o � mo op z Z ib Qz G U W T� wLL a0 �_ F o v w o�Q a ° 3 0 O = 4 > LIB aLO M Imo- 00 co O O o O Y � o J m m C L0 O r LL I CV) O Lr) to °° c14 ) Ll') M N N Q E w c00 CO (0 o z z E E O N T N E 0 c a � ¢ o � JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 1.1 3 v x .a L0 n N L0 Cr C U) 0 0 J co 0 rh 2 LO LO 00 m c C U) .a 00 0 O CV 0 I N LO LO rr 0 7 V) 111 C) 3 C1 04 a E 0 c J Cl- 9 4) EZ M 0 L 0 0 a IM O M 0 U W 0 �i 0 0 0 EXT. WALL TO BE 2x4 #2 SPF STUD @ 16" O.C. U.N.O. H3 (:Di2: \-2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT W U I2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 w CLIP OR LUS26 HANGER TO J U I LEDGER 2x12 H R. w/ (3) 2x STUDS AT 2EA. END FOR BEARING F, I STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) 6 CONT. HANDRAIL 5 �4 Z3 2 1 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 16 CONT. HANDRAIL 15 1x RISERS (TYP.) STANDARD (3) 2X12 14 STRINGERS W/ SIMPSO 13 A35 CLIP TO FLOOR SYSTEM 12 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP 11 OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 10 " PLYWOOD @ g LANDING 0 8 00 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 2x8 LEDGER #2 SYP w/ co (3) 16d NAILS TO STUD _ _ _ _ @ 16" O.C. Me to REFER TO SHEET (ST) FOR MORE INFORMATION REFER TO SHEET (ST) FOR MORE INFORMATION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. MIN. (3) 2x STUDS REQ'i @ END OF LANDING BELOW HDR. BEAM. - STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING- (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECTTO - SIN rIN CONT. HANDRAIL RETURN TO. WALL DETAIL (:A)SCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES = 2x8 #2 SYP JOISTS @ LANDING o @ 16"O.C. w/ SIMPSON A35/USP 3 MP34 OR LUS26 HANGER ON z EA. SIDE ZZZ MASONRY OR WOOD WALL, SEE PLAN (r 2x8 #2 SYP (P.T. IF MASONRY Z WALL) CONTINUOUS LEDGER a w/ (3) 16d NAILS @ 16" O.C. MAX. " TO EA. STUD. ((2) 1/4"X3 1/2 vwwi TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 O (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 381 18 4 X 374 S. H. 14 20 X 50 18 � X 50 S. H. 15 20 X 63 18 } X 62 4 S. H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X381 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S. H. 1H5 271X63 26X621/2 S.H. 1 H6 271 X 72 26 X 71 112 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 tJ 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S. H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 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 7'X 371 S. H. 34 54 X 501 52 J X 50 S. H. 35 54 X 63 52 J X 62 } 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. i[TITS] RFV 1n 1 9n rAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** SECOND FLOOR PLAN General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 "A1"I FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA LIVING TOTAL 1093 1491 2584 1 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 ELEV A l 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 SCALE: %4'=1-Orr (GARAGE / LIVING) � o = ti v C, mx N (C N4 � 9 N C F Q � N � d � c co 3 '- iv � V s r Q� c E ca o d � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W d E UCD N 0 00 _ 00co LL I» M a n. N 0 w � - -c o03 Z O r m v o O O J Co M W ohm ¢ 0 m Z IL 0 X N COZ G H U O U ❑Q❑ Z W V M � Z N O Z � N � � o Q W13r M V) 2: v � o LL +� w y 0 w $ V) C_ Y �N U E r ® c W 0 IM co 4Q 0 C.0 M �< z IL z o O n Z O ca Q o Z B t`° o� 0o C �< a S� 0 < Z U) CQ <o m� Do Z�c J ¢ Z Z <o U U) 2 ¢ 0 <� W o m oz O <F 'o v o laT° d r 3 0 2 O i 0 N L LO ✓T 0 F� 00 co O 0 07 o CD Y T- Y U v) o LO ILL. M Ll cc m N N L>7 GV Q M T Q ;? T CD CM o M M j 00 6i I� Z Z E O d U J Q Q J JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 1.2 v+ ti L0 CV rL0 L _ N 0 00 Q CD O J r`i CpO Q L0 CV m) v CN 00 Q 0 16, M CD C> I M N O L0 L0 `v N Q M 0 E E 0 0 J 0 U J a� r•M O Ln U S 0 a 0 v 0 0 0 3 c.> z W m 0 o lil� M KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES Uj MEDICINE CABINET `t Oz Oz ILL U- C) > CV cM 04 Ce) Rh M M 0 co O F- p a 4 - PANTRY lu� UL HOOD -L�'L] O OPT. REF. i RANGE I O OWNERS BATH KITCHEN C TUB/SHOWER FINISH PER FLOOR PLAN MIRROR O zn 0 El 11M 11:3-1 BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD rn- 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL 00 TOILET PAPER HOLDER `t• o C) co 0r 4 FIN. FLR. DOUBLE RODS SINGLE TOWEL BAR IN a ROD TUB OR SHWR. 0- SHWR. o 0 VALVES = o d r- SOAP o0 CO DISH 00 J U i CO - �r CO O M TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN _o 00 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12"FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE o 0 o FINISHED CABINETS COUNTER TOP 30" H BASE - C° CABINETS 0 00 00 U— rIN o r- r C° L a 0 1'-2" 2x a L? 0? FRAMING N 1 /2" GYP `y' `t r CV CV CV BOARD -1 FIN. FLR. r FIN. FLR. j Sit X-C 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" Cn N O N C" s � o Z 9 w U a c C .fl m X N CO p N Cv O ft7 � d do:t- .3: c E a v s. 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 0 E � V N N Wm � N C N r 13 Q C J 2 LL uJ -j LL LL 59 p w Z s coo o Qi W 3 N N (p '"' o W o g °' (A m Z IL N MZ Q ZOU o L) W 130 z N z $_ z o Q `f N d � n z W F�w O wMOIL U C W .... J — E 8 : i = L U =O C w N o • s o0 o J M J o3 z z � a� E U y z o o� w z ry 6 za ea .o �Qoz ao �Z z O <o O U mo sz Z z _ J '2 C w z a ° z Zo a U W O wLL <o aw F m a ila� < 3 N O Ln LO Q ~ c0 0 It qt Y O O r //'� � o U) J m m LID }r 0 T 4-J U- I M O L.C) -Q co coN M CV LO NQ co � r- c 00 CO .. o Z Z E Occ E w n U J Q J JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 2 11� -_--- ___.-�_ - -_- ---- _ --- -. _ _LL - i __! 1 -ioo C0 00 0I 0 v Z Q LCIJ n N L0 0 00 J t2 (0 O I rh N Q L0 rn N ICJ In O N mo O 0 N M to C) i M N LO O IO / LO WE rn 0 C 3 Q N N E F� E 0 x 0 i a: 0 •U J LZ N O c0 IC as 0 0 a M O 0 0 0 3 U Z }W Cn N 0 12 —= T �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED 12 PER MANUFACTURERS 5�:_-___L� SPECIFICATIONS - - OI 10 F4 T.O.P. -- r, i / IA/CCU HDR HGT. 1 N 1 " x 12" i� SMOOTH TEXTURED TRIM / BAND EXTERIOR PLASTER ON FRAME 25 SH 25 SH 00 w �/—FLASHING 2nd FIN. FLR. - ' 11 T.O.M. CJ HDR HGT. CJ / WEEP CJ / WEEP _ _------------------------------------------- CV N F5 F12 Y F1 F1 AF `— CID IL 3 T j _J TEXTURED r` in CEMENTITIOUS 'r - FINISH ON 3 H } CMU (TYP) FIN FLR 3068 16070 OVERHEAD DOOR F2 F5 F1 F1 FRONT ELEVATION - Al SCALE: 1/4"=1'-0" FIR�R(�I ncc F LEFT ELEVATION - Al T.O.P. HDR HGT 00 r -1 00 2nd FIN. FLR. M ------- T.O.M. �. HDR HGT.. ti FIN FLR 1.4 DECORATIVE SHUTTER REV. 09.24.21 N N = C r G =- c.- O C ccC.1 N --� —.9mx 6- a Ro N O ro Q � N � d O d Zi ' 3 Iz d W +•+ 7 G OM N -z > c� C O O 0- v >r O y.�'� J ,�'b'• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W e of V , 0-" a) M Q J u- W LL In J LL 555 d Lu Z — O ` r t mo S W 7 '@ N ��pjOa m N•a Z Q J IL z N C O * N U U Z W ❑ ❑ V M e�- z N M z � Q r C� c� � v Cz v � o 4-J (� CD 3E W 0 CT w V, c W J L 0 J co Z E E p N U sLL w? z® rO 2� oa Uo p O Cc)(a za 0¢ ¢ < z d < O tt w CA) M C ¢❑ O U mO O� Z Zm m J o r '<w < ° �z z jo W Cn > T � � LL ¢ w U a to W m o a 3 M V ola 2 r 0 3 .s O = LOLO m Q c� H 00 :3 O J OQ O Y � o J m m LO Q }� O LL 0 I ch O co m N N M N L () Q Cfl T E co 00 Z ca Z 6 E Oig a1 a U Z JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 3.1 1 I _r III II R rL III r �1 11 1 1',lvgl l !I I1 - I V I I I'llr I wogI I ff I if I I 1 11 I_ _-- 1 _I !I111 _ IrUE I I —too 00 MIS M. v m F- 12 T_ _ --- - L 12 �5 T.O.P. HDR HGT. -- ---- —----------------------------------------------- --- 1'-0" EXTERIOR PLASTER ON FRAME ---\. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS CJ CJ CJ 35-SH 2nd FIN. FLR. _ _ ---------------------------------------------- ---------------------------------------- 14'-0" FLASHING 6'-0" T.O.M. CJ / WEEP --Ts= CJ / WEEP HDR HGT. -- -- __ - -------------------— — — — — — — — — — — — — — — — — — — — — — — — ROOF TO BE CENTERED ON DOOR F ------------------ TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) m 35-SH FIN FLR m 5068 SGD REAR ELEVATION - Al T RIDGE VENT 12 5� SCALE: 1/4"=1'-0" 12 �5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. HDR HGT. %_ — — — — — — — — — — — — — — — — — — — — 1'-011 I EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. FLR. -__1 _ _ - _ _ CJ CJ T.O.M.------- ---- - - - ------------------------ ----- -- ----- ----------------------- - ------ 1'-0" HDR HGT. CJ / WEEP 01 21-011 TEXTURED d o CEMENTITIOUS is °° FINISH ON C.M.U. (TYP.) FIN FLR ----- RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24,21 N N 'r' c Z 0 -o -fl ar o c R v N mx w C LL d N N O y o 4 J '3 to f0 y aI � Cm G 1= R7 p a J ,'r• 100 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� W Q v E 0 C 04 C ao r 0 N M 252Sz J 4 4 y R C 5 LL -jLLJ W LL SS d Lu Z L @ 9 z 0 ��ON^jO' m =(NMz¢J ILW Lu N � OU o Z W ❑ ❑ cMi Z N MM o �I Q a J tZ N N N M z m O L /-{1� DVI g O W p L N U W J 0 p U 4 C.0 'o • Q N m r— J z M J � 3 Z Ll y zo >N <N C1 C) E UCo oZ Z as H 9 <� Uo C=, � o a< �Z z wo �� co <o ou m o zIZ m � J m aw S a z z ao U W a � `� oLL aw - m �p aLL x 3 M �w C7 � d v zl< 0 3 LID rn 00 O Q 0 O Y Y CN m C0 Ln LL O Lr)Q I U M m CV Lf) N N Q ch CD r E c CD o Z Z E O N � N d E U Q p 1 -1 JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 3.2 —L -- - I _ 1 I I - -' -- I I I I __I _ I I I I"I - -- - - I I 1 1 1 1_ I I L VARIES 1'-10" 12 CAP = CAP 2" *NOTE: iv 1" RADIUS--"ih i14 FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS �� � eh 2" REQUIRED BY C= 1„ COMMUNITY ^ 3/4" RADIUS q 1 -� 0 SPECS. IF NOT, �" Milt `r M `D DETAIL TO BE 1" 2" OPENING VARIES 2" �2. BUILT W/ STUCCO. 1/2" RADIUS 1, 4,r VARIES N EDGE OF 1^ OPENING VARIES 1r�rr o o s (V 0 2i„ VARIES = m N m 2 i2" VARIES 1„ �' Cc o a Cn 1 1/2" RADIUS n = d 41„ 2" o a 4" - 2 1/2" RADIUS a 3 3 `+ 3„ j4a 4 i cudc%Nv �IC.INN3- - VARIES 122rr1132"2"rr r" "1" BASE BASE 3"41 r_8:r4 / • CNJ Mo ACVLn 1U o *NOTE: VARIES 8" 2" FOAM TO BE USED 19 3„ ONLY WHEN REQUIRED BY 1'-6" cn COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �'N 1" 1'-4" r� DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING • ' 0 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, v the structural plans and specifications contained within these c 4" 101, N 'IN drawings comply with the 2020 Florida Building Code - �I Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 10' - - -- 1 1I Engineers signature and seal. N 21„ LO _ - H o E CL v "I d N co OV iii (n h S J o --- H Cj� +emsxs 4 LL Q C J 5 LL W N .i- LL LL 5 00 �„ W Z @ 2 L t0 O Z O IL q1„ 2,r 4rr 3„ 2r, 6,r - - -- W o � LLI rn x J C142 (V 2r, (V �M Z - N 0 Q > > N MQ o CD / - _ --. ___ -_ - - I W 0 Z OU � M 99 CV -.. -..__. -_ 1, M rn 1-1/2" THICK - - 32 z N M MUM LO 21' N M _ N LO 2'-4" 1'-10" cd 4 LO V 552 — 1" 1" 7 4" 2 n o 2 1'-5" � rCr 51" q QJ 1, 4„ 3rr �Q) n _ N c o ' � IN IN — LL p 7 M n cT o V o - o 0 N � 4rrr 12' VARIES VARIES 0 Lo N r 0 1r, � to r M E— a M - -- - , VARIES VARIES r � N 0 - - -- ---- • N rn 0 4,r 8,r -- o LO 32 __ -- e J r--------- p'A 6" 4" KEYSTONE F11 0 KEYSTONE F11 °° r` cs E 10 i N OPTIONAL OPTIONAL E o z o v (V CV �• xo ��ti I "i CV ZV ~ n o 00^ as pa R6 • 2 44 !�q 1„ 3rr 3,r < z a z - w O 0' + a 4" GARAGE DR. OPENING 4" 3 q 4" WINDOW OPENING 4" 4" cn Z C z Z O c Z c NOTE: m � a w , 3 2 �� 2 • INSTALL OVER STONE, TYP. 3 5 z U Q • FIN. TO HAVE TRADITIONAL U Mo ' VARIES • LOOK & SMOOTH FINISH w - LL n z N W i FOAM/ EPS MATERIAL IS o _ ~ m oLL � �5 a ACCEPTED o >� o NOTE: w ` 3 E v oir c- cr)• FIN. TO HAVE TRADITIONAL LOOK & 2'_1rr 1' 4" N E H FINISH!1 1'-6a" 1SMOO4" 12rr 54, 1r_1r„ _ • FOAM/T PS MATERIAL IS ACCEPTED 2" LO 00 3'_8, 7 CN m J 4,r 3r O,r 4r, - co i 1 rr 10„ 1,_4" 101r - --N CL L, 0 "J in 1 " V N �, - - — _- O O ri• t` N ---- - - _ - -- - . - Cr Y 0 VO Cr N CD T p � -- --- - W m i JO 4_j v O -- O _�d LO '463 ZIS00 O N --- O LO CY) C14 LO -- - o N CN M ^ T - --- .. - - � CO o rh o0 0 --- -- • CIDE c00 z N M M .- Z E Cc O N n�/' - -- _----- I L Ci J Q 0 J R'o" 111,. JOB NO: 23-06132 S 1„ 2 SCALE : AS NOTED N SHEET NO. GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH v v LO LC C14 rn Lo ID Z3 <nCr cw v O CV M c0 0 I N ::WE LO L0 CV LO LO v Ln 0 0 O C14 M 0 I N rO rn C C 3 C Q 04 cV N C a N E 0 0 v c J D_ 0 v 0 J O rn 0 0 0 a M O L LO U E 0 m 0 N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER FE3W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I..� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS o TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;O1 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �] ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH �144/� G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J '7 OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI 150 AMP/ 200 AMP 00 #10 to WH 10 #8 to Range #6 to HVAC METER 150=2/0 r2OO=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 15, Q III 211 R I I I I LP I I I I I I 12,1 3" I � tA. 3 PLUMBING RISER JlA'1LC. IV 1 J ENTRY NU I t: NLUMt$INU KIJtK IS bUHtMA I IU I U BE VERIFIED WITH PLUMBER MAIN FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 N C � W t o a� 1 COX N (O O Cv L N D O (O � � cV � a� m a is y d y a� iv o o- v 0 cM CV 0 CV C'7 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q E cpp N O N V N ,0 A m ae 0 H �MJV d li 13 Q Z @ LL LL a C7 J Z zoo mc� o on W W o2ti� a Go � J Z 'o d Lu Ln c) Z O F N o d oo❑ = W L N M O 00 Z � N z o � r` M z �-14-1 w � a m V C) ^ 'L/^/ w o C N U G W J _ E g 1 =� S = AG C' ) Q 0 �1 ° N c o w coz M _J r I.l- C6 E Z o O �Z zo ¢ ra Q p E U 6LL z© oa Co ns E j O CL E O Cfl U� n ¢ O Z ru L w p w Zz 3 8� Qo W c`gn T � LLaW Q N r m a� 3 o w= w` ;o v zl QTo 3 0 I1/ LO 0 CA 0 ~ 00 i0 O CL Y07 O O T � U) J CV m m ,, LO O O LL _�e O co CO O 00 N M N N Q c T r m /�/'� 00 CO CV) Ln Z M Z 7 O rn 0 m CU FL E U � Q 0 J JOB NO : 23-06132 SCALE : AS NOTED SHEET NO. 4.1 t=4 1T i IY Q Lt7 r` CV L0 0 Cr rn 0 Q C) O J io 0 I th cv i a n LO CV L0 LO 0 rn 0 0 0 0 J CV t2 cn 0 I M i C4 Ui 0 to CD d 7 D C/7 a i rn c 0 3 a M O i 0 E w E 0 `0 c c J C1 0 0 0 0 J ti rn CV 04 c 0 0 04 M O r Of 0 0 0 c.� z w m cn 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. 1SOA1200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #6 to Range #6 to HVAC MAIN t O IF150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 ��J// 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. I ELECTRICAL KEY I K* DUPLEX CONVENIENCE OUTLET 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 O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT RECEPT. FC" I I I I I I I I I I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" C" N N 11 cn r Z � o > W L (� O-� O N SC O �-- 'jn O N L o ra m d a v� �T c La � M fV 0 N CD rr 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W Q 0 E V 0 o N N �N Nl rn"',r�n N Q (� 13 N O Cl)L ai o 'a C J i W J L U_ a W t9 C tJ) r�� o �. W >'cN cp _ og °. W ILZ rn C' m J co N Z Q Z 0 OU 1<1� 0 0 C/) W 110 o 20 o cm N _ U �f C— Ln 0 4-1 � V O (N $ w _ E z Y U O y c 00 401 14 0 co z Q L L to C z ) m ao Q p J o� z� oa CU F-CL � o oE wpz ZQ w No0 3Y p or Z m �I tia 'aw o o E WU� CD wpa N w c O 0 � > r N I..L LOrn LO Lm cc Q C� ~ 00 (a O YCr 0 CD 1M� � O W m LO O O tL Y T V, v' I U ch O LO n co m o -Q LO N N Q co r.0 r' m M 00 CD vi o Z LEv Z £ O E c a U Q p JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 4.2 v S Q LO n LO CV CLO L v r� O J M is 00 I to Lo Q Io In N LO In O C) 00 J M CO O I M / 14 N O CO J LO P v N 0 C 3 FV Q C%4 O a E v ai 0 x c a 0 v 0 J LZ 45 O 0 0 M 0 v v 0 0 0 3 c.� z W m ,o v ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN — ELEV—Al_ SCALE: %4'=1'-0" v C+I C W A,L., ZL... U O — v w Ce o N CJ N t N Q) C= CU Q N Y C7 N V w+ Q 0 is y c a) .— CU ccm r. u) a c E eo 0 2 � 0 I 1 r l .tip. a .Cj �C` •r:ft�ti�9\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) W 0 E O CN 0 0 u CC) y N r � # M cz, 252s ik w Q � C J 5 LL W J L-W SS a W C o _Z m 0 �N 0 0 W W og o to °' _. LL z Q N CM ZN OU < 0 W El E] V M � z N (h O z O Q W C zC1 �N � o � 4-1 �wW 0w9 -'V) to r— ly J _ EE S $ U � • c.i o � o O w J y ya z z LL CC z o O z o a <v 00 E 0 �® w Co a -0 o o � o 0 a� a ww z � a) t wo c� ro � C <o oix mo z z �z O F� o Qo W T � `� O a � r M ¢ oLL 3 o Jz LLa �o a v oI aTo 3 0 c Q 1 w LO ^ ' L J m cc Q a 00 t6 O QIt Y a' O O T U) _0 m LO 0 OY L T V I M O Lo CD cV CD LO co N N Q co (.0 T E w c CO t o z Co z � E O m 0a c 11 U -i Q J JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 5 I 'L f II I I I _ 11 I _ I _ 1 f l 11 -11 I 1 v LO urli 41 0 C tCr 00 Q CD 0 9 M O I M S Q tO LO N LO L 0 cn� 0 J CO Q I M N LO 0 0 cn� 0 v+ 3 a C14 O %O E E 0 x c 9 i a 0 v J N M CV N Lo S a PM OSN 0 0 0 a U z W m 0 N C C d 6-4' TYP @ 2 STORY J S6 38'-0" 6'-0" VERIFY METER LOCATION WITH BUILDER 5'4" 4'-0" 4'4" 15'-0" t B I ........ - OPP- \=/ r _ _ _ ..... �. �€RIEa'-L9�AT49N ELECTRICAL PANEL N ---J L Jr ' :I: 12STORY — — r CC (2) #5 REBAR VERTICALS w/ in S3 6'-0" 5'- " a I FILLED CELL I t .rl �,u—i I I 31/2" II F II o � 0'-0" o II L JII 3 J T' M Ilr��llZ IIL -------� I4„ S3 JJI� r---- I IL _ J 1 1 �O'-6" N 4'-11 „ ■:� I CD 4'-0" 1r - - - -_--� __ Q ii I -F-CJ CJ I - L p _ _ fir- ---------� I - - - II ov CD "o KITCHESLOPE I LOW WALLSLANDI CHASE I TO ;- ■: I ISLAND I EDGE OF SLAB 2" ■ • I BEYOND WALL I 1 3-1/2" MIN 3000 PSI CONC. I I L SLAB FOR HERNANDO S3 4' I COUNTY ONLY o CV SLOPE I` 3-1/2" MIN 2500 PSI CONC I SLAB OEENVAPOR CO `n 1/8":1'-0" PROVIDE 1 Y2" V SQUI I 1 2 STORY � BUILDER TO PROVIDE I RECESS FOR BARRIER _ ` APPLIANCE PROTECTION CC (2) #5 REBAR I ��� TICALS / In L_ I /� WHEN REQUIRED PER FBC S3 CV i — — MASONS SLOPE FILLED CELL ■ FOR WIDTH -I-CJ I N N o \--------�—------J I `' ■ I TYP @ 2 J STORY S6 PROVIDE YZ' x 9 Yz I RECESS FOR FRT. DOOR 4., SLOPES 2'-6" x 2'-6" x 1'-0" W/ (3) #SS E.W. ■ : � 0'-0" TOP OF CONC.I PAVER TO BE 4" I o 1/8":1'-0 0 BELOW FIN. FLR. L F, I S3 I r I ;■ i� 2'-6" x 2'-6" x 1'-0" I STUB UP TO ... :::::: f :::::: — — W/ (3) #5'S E.W. 2ND FLOOR PLUMBING LINE t ( I (FOR A/C�� I TO SECOND I - N GG -_� _ FLOOR I b` S3 I- ��� �� �� N o CN Li CJ r14� CJ /I / 19'-0" 5'-416' L } INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN HOOKED FTG. DOWELS 5" bo EMBED W/ 25" EXT. ABOVE SLAB ::zo "GRADE 40 STEEL" Cv ■ : HVAC CHASE 0,-0„ I BASED ON L J J — — t I LOCATION 5'-4" 16'-3" S6 .. N GG TYP @2STORY o0 C PA AC PAD _ —1 — � � : — — — — — — — — — — — — — — — — — — — — — — ■ . . . . . . . . . . . . . . . . . . . . . . . M M M mi�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ C H.B.4- 2'-0" L 2' YP@2 J STORY S6 64„ 1 Z-2k 1 2'-1 FOUNDATION PLAN — ELEV—Al_ 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 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 LLJ z W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" \Yhr' #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. L HORIZ. REBAR, TYP. U.N.O. ' -Alternate: I , _ The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" e�f N c�V C" � o 0 ar 'o W C O f..l O- c to V tv OCO>C 0- N cc O - y ., C V t N N O 1 a N Y at ro do c o Vf fl- C E G K {{ w� a N. -- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W 0 E u 0 m 0 fA a NO 9k LL y cr) V 3 @LLLL 3t - Z J W M C o @o o or� o W Z LLW rn COof m J CO N ° a � 0N OU U 0 Z co W ❑ ❑ z z N (7 o OO � N z � � U) N NC) z v (� w o a V 0 V) w c S �N � v W J41 E N � SII S t C � 0 �� 14 � o J z w M C")z552 J F ¢ Z Z E o oo <ry Q z® co F .— a o u 0 �E p pa Qz oz 0< Z a> �- o wz � w <o x m� °� z m v Nm <w � Q� g sz z Wcan T O 3 � wLL aw � w x IS `r w >x a zaT3 0 C 0 2 0 > LO LO cm Q C� ~ 00 t0 O CL qt Y o C:)r '�^ VJ CN ma-+ m LO te O LL 0) CIOCIO O Lnl 00 N LO LO co 04 N Q co to — T -' M w CO w "ito Z cca Z : E O N C a U J Q p -.1 JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 6 __ n L 11 A I __ I _ i v Z Q an L0 N LO chi m Co 0 J M to 0 I M N S L0 r- LO L0 L0 L O cn) O J M to 0 I r� N L0 0 Lr) LO v r0 39 v+ 3 a rM 0 04 E v t— E 0 s `o c c 2. c 0 v 0 ri M CV O c0 LO 5i S a. M O v a 0 0 3 U Z W m V) T STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS _ FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING SEE PLAN \JFTRUSS BRIG. ONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN `STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED CLADDING W NDFPRESSURES AND OSUUCTIONIS FOR MEAN ROOFOHEIGHT :5 5 ftND RSH 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=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 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 1V32" EXP. 1 (3216) TILE: 1%32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1732", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. KING 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 1 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3) 16D INKER & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER) (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Al C" 0 N t" � -c sr c 1 an .X w v v c o � J c E ro 0 0 cqzo CIA LU .x ef7 v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0E V C, N r i 0D N ti tl! H Q cN a C,IL ai M 'a c u- uw j LL u_ o Q_ a Z co=v U) wc Co o o W y'Fa N O o� W LL Z W °' m J ° MZ a N Z O U U O W ❑ ❑ z N o g 10 z o Q W a N N M 0) AV G n w U O w g �N U C MERLJ1— — E 91.,...... Y ® < 0 co M M U O � z Z � Q w cxi oz < a C)zp E U ca F—(EU 000 V o� o CO a`oz az a �Z z d a w o =o ww tq C �C a 0u m� o0 z z m J' u 0 a' z p U F p O � � =z o < V W C)�I `n �' W 0 a a z Fk m Nz 3 JW �J o M v �< 0, �o a 11 o3 0 c Q 2 LO rn 00 CID 0 Q qzt C;,C:)0 p T U U) o CN ,, LO LL CV) 0 �p °° N LO LO CY) N N Q co r Ew E c C0 C� o Z f6 Z � E O N N E d U J Q J JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. 7.1 v+ v rl- L0 CV LO co O J rn co 0 I N S Q LC') LO N rn L0 GO v 0 0 0o J M co 0 M N u7 0 L0 i X) v v- (n 0 c 3 a M 04 v a E 0 J / a 0 •U J rM O N c\p ro U 0 0 0 a N N 0 0 0 0 3 A5 z W m V) M to 61 U U U CJ1 CJ3 CJ5 X TYP @ 2 STORY J S6 CJ5 CJ3 CA O J TYP. @ 2 STORY TYP. S6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft BIND SPEED (ULTIMATE) 140.0 MPH JIND 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 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -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: Y/6" EXP. 1 (2416) or'Y32' EXP. 1 (32/16) TILE: TV EXP. 1 ('3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32% SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2'/i" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. LID M r U U C) CJ1 CA CJ5 EJ7 A7G A6 r`-�Cx A A4 Ss A3 A2 A2. SIMPSC .. A3. x3"&H x 21/2" & (1) 5/E A41 A51 9 T /A61 LL A7G1 1xi EJ7 M1 S5 T co TYP @ 2 STORY U U U J S6 TYP. @ 2 STORY N MGT w/ (22) 0.148 )U4-SDS2.5 (10) 1/4" >DS WOOD SCREWS 'ATR. SIM. W/ BLOCKING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 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 RFUS 7100 -- w/ (12) WS3 WOOD DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B) 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 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ri R 2 PLY CARRIER—f xCONTLEDGER t13 i Io' L IL U) E3 UOL It C)Ise 00 Icc 0 t SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—Al SCALE: %4"=1'-0" N N t� c r 0 •_ Z � W � o t o � caav � N (O O *- N t N o � a as m � d c� c E ca o a U 0 •:pit'.. 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 por -v 2 v7 r\ N L0 L0 v V) O p Q 00 J M c0 0 i r7 Q LO t0 L N LO L v v N 0 eo 2 0 CN ca 0 I M N 0 L0 CD L0 v V)i d✓ 0 c 0 3 C> Q rM N O E 0 J a: 0 .o U N M O N Lo 45 0 0 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 174" 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 T611111" : O O O O O o 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ', r AO © © O O 01 8RF14-1 B/1T 8RF14-OB/1 O�V 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81F321B/1T O O O O T 8F16-OB/1T 8F16-1B/1T ., IV FO ® O O 8 F20-0B/1 T FORM k GROUT SOLD �w _J U O #5 BAR CONT. 8F12-1 B/1 T (0 "V" LINTEL DETAIL SCALE = N.T.S. E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 , O REBAR @ BOTTOM ° OF LINTEL CAVITYLD a ° 8 F 16- B/ 1 T U Z <° < ° z d t NOMINA L QUANTITY OF L ° WIDTH #5 REBAR AT . O TOP NOMINA ° HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D -112" CLEAR M.U. GROUT 5 REBAR AT BOTTOM OF LINTEL CAVITY -BOTTOM REINFORCING PROVIDED IN )TH - LINTEL (VARIES) MATERIALS cT�tTintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR O C.M.U. =-mow WUn- LOU wO�rJri Lu F U m Z Q < 0 ZLi. t7 #5 REBAR AT BC (n N ¢ a AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" 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 B 5'-8" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" N t ; dR G i N � m o s Cr _ T ry- c E La o O- J CO INV r). To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a EE ON � G N o N N N n c (A Q 13(� N O NM V J C J LL W j wLL a w a a Y Z o r�oo 3 W y o '2,0� o W 0 rn to m w LL F 0 LO N CV)Z Q ZN O U 1% 8 W ❑ ❑ G N (7 _ o QQN O Q a_ v N C/1 � G m U 0 o c_ uMa U*) we L; c m _ £ U ) C � y /®Q N � 44 O cD J z Q � fd Z E u Z oa F C a w C/i L 3 zQ m Zp O m �z 4O U5 y OT w a c w m ¢ Lo >r v ola ° 3 .o c O > r LOrn Y , Q 0 00 o o O Y T � Y U oNO J O L T ,_J U- I O Lid .0coM m CV LO co 04 NQ co (o ui E c (D iri o Z m Z � E O @ a E O U o w Q o c � JOB NO : 23-06132 SCALE : AS NOTED SHEET NO. 8 3 2 r_ Lo [V LO L0 0 V) 00 0 J t2 0 I r� i _ L0 N 0 L v cn 00 0 4 Z. M CN I PM N LO 0 0 Ln 0 N O rn 3 N 0 ii E ayi 0 `v c c . J i a c 00 0 J a� tZ CN 0 LO :3 0 0 C'4 O r 0 0 a z w m v a� 0 N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMEN TS 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 244NCH(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 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 10 PLF APPLIED VERTICALLY 0 DOWNWARD AT THE TOP OF THE GUARDRAIL 0 2. 3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. 2" Y„ 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 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 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C" 0 N C0 'o Z al � W � � o O.r o `c m C4 u. a- N_ <O C N fl N A CA ai al y CID •/ 6 N O ✓ Q cc V � T c E .a 1� _ Al To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 'qE 0 co C� O N N Cl) o _ OD Co m OD r/N # rnr-- r�-- 2 t9 13Z ik l V N OLu co LL LL a- >5 m rn o W -Z�oo =, to NO p Z IL .0 pj 0 m w � Mz a J ZN .. < E 0 OU < 0 W 00 z N M o z n G v U) d N to z a U = Q) 4 4-1 � W e 0 U O^ V) W o L" N ws U W J - E 8 °Ir Q e N S III o co Z M J ¢ 0, a � LL. Q zo Zo z® p E V o- wz ❑a F- ro 20 .o O ru �Q a Z QT K Z Z ru d Q p W c� C <o oflo ` �Z o x Z�c `ice ¢w �Z Qo U W OT K w <� az nF F dLL _ w v oIa ° 3 0 cC:) y >� LO LO rn Q M 00 :3 49T C:) O 0 C:) �1 rv�n'' Y m m LO T ,� +d U V Cal C0 N 0) cV LO NQ � n T E c 0 m Z E O N a. U Q C JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. S N 3 a LO L0 [V L0 LO v 00 0 O J r2 co 0 I LID CV Ln LO v Cr V) a 00 E 0 O J M CID 1 N u7 v 0 C, 0 3 04 0 v a 2 N E 0 v Cl- J i 0 �o U J M N N 0 0 CV 0 L rn 0 U w a m v v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) II II I �F �LL g� II WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN MAX I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS VA (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" "ONLY APPLIES TO LENNAR TPA/JAX"" CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 6-0" Q - `_' o STUB -OUT FOR O 1'-0" o o in GAS METER 0 O CV 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. 13-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-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 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELL STD. 90' HOOK BOND BEAM U) w F CONT. #5 a STD. 90. CONT. #5 HOOK BAR , F—J— #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT R TRUSS 'OP PLATE !/ 2 x B.u.cNI BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE NFOR REQ'D PLYWOOD FLOOR f— SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND COLUM CONNECTION NOTE: TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI .'. UPLIFT VALUE ` '--MASONRY WALL OR IS BASED ON INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from LOCATION OF above to bearing below. STUDS SECTION @ INT. BRG. WALL '' ' '- `:�'-� =` SIMPSON H10A SECOND H10A (WHEN DOUBLE JOIST CONSTRUCTION 10d x 1 1/2" REQUIRED ) (Not required if both loaded equally from above) N.T.S. �' NAILS) r Filler blocking UPLIFT = 1015# 1/8" min. }Small gap 2" min. 1/8"gap + / 2" max. 4" max. -- We_bStiffener Fastener Schedule Joist Bearing Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A + - , Series_ Depth End Intermediate � 9-1/2 2 8d 2-8d ®'� � INSTALLATION INSTALLATION BCI 5000s 11-7/8 2 8d 3-8d ' 14" 2-8d 5-8d Clinch nails 9-1/2" 2-8d 2-8d _ when BC16000s® 11-7/8" 2-8d 3-8d 4" MIN. EMBEDMENT possible ✓� BCI 6500s® 14" 2-8d 5-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 16" 2-8d 6-8d 11-7/8 2-8d 3-8d o SIZE AND QUANTITY web -flange connection. _ ,✓ BCI60se 14" 2-8d _ 5-8d o o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d p o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" . 3-16d . 3-16d _ o ° 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d 4" max 11 o 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING \ Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. ` Load bearing walls Load bearing wall must stack over squash=20 blocks and Non stacking walls wall or beam below.' require additional consideration. Check�� local building �= - code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing.�- Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES •--\ DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.' Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I-Joisloffset Use 10dx3" nails at 6"o.c. for all joist blocking panel `Non -stacking walls require additional consideration.— 6" A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 %" F birld Hole Diameter to 2 3 4 15 6 7 8 8.8f5 10 11 12 13 Rec tarKMar Hote Side to 2 3 5 6 8 9 10 Any 16" joist Span (tt) 8 V-0" V-1" 1'-2" V-2" V-3" V-3" V-T' V-11" 24' 2-9" 3-2" 3'-7' 12 V-0" V-1" T-2" V-2" V-3" V-9" 2-4" 2-11" 3-7' 4'-2" 4'-9" 6-4" 16 V-0" V-1" V-2" V-2" V-T' 2-5" 3-2" 3-10" 4-9" 5'-7' 64" 7-2" 20 1'-0" 1'-1" 1'-2 V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-1" 1'-2 1'-3" 2-h" 3'-T' 4'-9" 5'-10" T 2" 1 8'-4' 9'•6" 1 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. — Install tight to top flange. SLEEVE THRU STEM -' SEE PLAN FOR °• • . • , .• Joist hanger FOUNDATION INFO a .e. =1 �' STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN Nail with 10-10d nails. Backer block required where topes mount hanger load exceeds 250 lbs. �1 Install tight to top flange. a —I 1=ITl— I 1/4%2" gap a _— i I (2) #5 REBAR Backer Block A/C CHASE 4" PVC "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS -1 requirements SCALE: N.T.S. i -0.6 X Joist " %/ , depth I -JOISTS BUCKETS N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION ° o 1-1 I�III—III—II ��,�IIIII� • PLUMBING LINE PVC OR SCH40 SLEEVE a a IIIIIIII�IIII III-11 SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q � a PVC OR SCH40 SLEEVE / r PLUMBING LINE z •a • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° a d 41 o , as c ° III-III-11 ` % I-III-111 a_ -1 I II 11= IIIIII— Q a IIIIiI,- -' SEE FND. PLN. SIZE & REINF. er7 N O la a.M. Cr c M v tom' —�M CLN ro o w N a, � J •3 ca N � T = N C E � o d U O A, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a � 8 `4 O N N C # 0 � � J fA rn LL W c a � rNi L a Z J LL U) z z o �-oa, 0 mo o o @NO m J Q in�O�? ¢ Z W Z LL 0 00 o o W M Z U z N U 1= o 0 ❑oo Z W N O � O U 0 t� �N o 4-1 V 0 c� L� J E T t � U 0 9 U) Q' N O a � 0 0 _.� U z� z a U_ ro Q Co � a oQ Frc _ wg w` �w �I x a �D x !Y �! a o O <p N u sr m o Q LL i3 p� L 0 � 0 L N LJ� > LO LO rn L 00 CD Y r Y u o J Coo LO O I Y U M 0 —0 co m N LCi N Q M r r M o m : iri Z Z E O Co a E U 0 v w? Q c c a) JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. SN 1 3 L0 LO r` N LO v V) 0 00 0 J N t2 0 I x LO CV LO v En 0 00 J M 0 I M i N O 0 Ln LO C> 3 Q 0 i E 1,2 0 x v 0 v 0 N N LO 45 0 0 No z 0 0 C> z W m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP.TYPE' @GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 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" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 1 _ I-1 I �I 11= I I -I D I I-1 I -I 11=1 11-1 D3161-CLASS F, IN ' �I I �„J � I T�I °I III ACCORDANCE w/ TABLE —_ R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �~ SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 112" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR FINISH 4" to 6" "FIBERMESH"DECO BELOW GRADE E � 1T-I I 00 '2' M - — .JIYALI D 2 6 MIL VAPOR BARRIER 1 � N 11 COMP. SOIL. p T (COMPACTED TO 95% MODIFIED PROCTOR T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY)l ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY)l DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z ^co 4. j ::. 4" co —LT(I •.e. III I SEE A/S3 OR J/S6—' l 11 11 IM11 I I I - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES rM I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. II II II II 5/8"OR 1/2" HIGH STRENGTH —� \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF _/ \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND cl c%i n- n-, (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" j6x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. �31/2"MIN. o °1/2"(min.)-4" _ y L[ s-r•r D M 31/2"(min. - 4" T ° • — 91F 31/2"(min.) - 4" =I —I I 00 III— �_ _ _ ITT — r[= _ (2) #5 CONT. T ,�T 'r (2) #5 CONT. I 4 I �} ' ' g 4 1'-4 8' " U.N.O. MIN. �'� U.N.O. MIN. TYPICAL BEARING WALL aC� STEP an SHEARWALL t C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" ooN ol( sEoo� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O!C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1 " x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 c" LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 5!8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING `" SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR T 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE `, D D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M D p D FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] °O 6 MIL VAPOR BARRIER I D ° — °0 Z #5 REINFORCING BAR R 1 7/8" —� N I T T #5 LAP SPLICE r COMP. SOIL. (COMPACTED TO I 95% MODIFIED PROCTOR ASTM RL D1557) = 11- I I I rfFII I P 4" 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min,) 4" ° °v GRADE W C —I � f _ _ _ _ (1) #5 REBAR w/ OPT. ' I —III— I —I 11= I I I=1 I 11=SCREI=N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV M CV . O . f . -' I1Tt= _ =1=1I 4IF II °° SEE A/S3 0R JlS6J -'lll l 1111-1 ilir FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM A. INTERIOR a�. -31 •.. .,a7. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ap a OO C E — M 6 MIL VAPOR z = BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E z 6x6W1.4xW1.4 c� WWF OR FIBERMESH A SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Zz J BOLTS 6" MAX FROM LU END OF 2" x PLATE LU D U a 7 ° U) =III —III p g 1=1—if—Tff= _ LIj ° 1 /2"(min.)- 4" 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 N _ WWF OR FIBERMESH E 7 D. I Ijl— O Tr-rrr-rrr__� (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" V-4" 8" PLIUF TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT SCALE: N.T.S. G S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH SEE PLAN FOR • TOP OF BEAM & LAYOUT DESIGN —� a 1I I —If 5I I=TI 7I-IT1 SEE ROOF PLAN °-- (2) HTS20 FOR STRUCTURAL 'r E I_�,=RII,=�rLT=rL,>7�II LT� BEAM SIZE & 41 N I ar CONNECTION INFO ° 1 2x4 P.T. � W PLATE os.B. COLUMN LOCATION 4 P T BT P i T. I �. I 2x4 #2 SYP P.T. FRAMING w/ = SEE A/S3/J/S6 — Tr—rr `— MIN 7/16" O.S.B. SHEATHING �+ g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE E > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE EsW CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" �,,S3 SECURE 2 SEE DETAIL 16/D1 FOR x M. LATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL 0'C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ cy z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w SIZE VARIES PER PLAN r� > w/ MIN. (2) #5 VERTICALS 00 z GRADE > w FILLED SOLID (SEE PLAN FOR o w SIZE AND REINFORCEMENT) 0 = • U) = H Q_ W W w /� BRICK PAVERS or SLAB PER p o _ • • • • Z _ z a / COMMUNITY SPECS L` 0-0 FIN. FLR.jk IRV oo�•o,•c , ,. ,�o,�,00,�oo 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 O NI CV) r Z w a�u m tV " = 0.. N fd O Q — N Y N O7 E L c ¢ 3 io y a� a T y d E o o. u 0 -t - CN -} - `-' 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 Enginee s signature and seal. M a E 8 O 0 .2 co M.N ib to n -,.n 0 4 _ v *u C u_ W W J � u- a — a a Y -_ o �i W = Co N (p og °' W Z us Ch °' m w - NZ a Z < x N O U 0 6 W ❑ ❑ z N M z Q � o a-1 (� w � U 0 N N w g c .) U)U U W J = 4-.0 U a • C U) I � 0 t � O w coz M J O?5 Q LL ci U Z o n 14 n O V z© p a co_ (0 , o � Z t z= zLL z'r m v J aw S O�i z° QU W T op a W m �� SO ~ 3 x ca wa o1< Z Q -O °? U �O 0 = 7 L0LO rn Q ~ 00 (0 O d' a Y 0 O r' U U) ° N M V) m >, 0 ' 0 61 T CIOO Lf�I co IM N Ln N NQ co r- T E 00 Cfl iri o z cc z :3 O M E a0 'a N c a 0 _j Q o JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. S3 (MONO) 1 , -1 1 11 1 1- - 11 1 - I - I- - I - — - I I - - 1- - - - — - - I ---- ---- - — - -- - 1 1 1 3 v S a m N L0 v 0 m J t2 0 I i Q L0 CV L0 v C> 0 16. 0 I M N 0 LCIJ L0 C� 0 3 Q rM 0 i a E 0 E 0 i a 0 •U J c� N N LO g 0 0 a C14 r a 0 0 Z W m v N (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" O/C UPLIFT 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. SCHEDU CONNECTOR (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 TOTAL APPLY LAYER W/ 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d METAL LATH. FIRST NESS 728LAYOERSR POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE MIN. EXTENSION FROM 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY RESISTIVE BARRIER PLATE � WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPS N 002 / 12 10 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 0TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D POINT EVERY OTHER 2x BLOCKING @MID STUD W/ (3)10d NAI S + + ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL d ❑ ❑ A NAILS EACH STUD A ❑ w( ) ;TENSION FROM EXTERIOR WALL � ,CE OF BLOCK WALL IS 21/4" DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4Fol 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ __ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL d ❑ ❑ A NAILS EACH STUD A ❑ w( ) ;TENSION FROM EXTERIOR WALL � ,CE OF BLOCK WALL IS 21/4" DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4Fol 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ __ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a d 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 i I NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. \—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD 1/2"X9 112" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL SCRAP MATERIAL—% J J W T O 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR .., TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ' SCALE: N.T.S. d a d d o a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAILrp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFA�� 0� 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48rSPLICE STAGGERED • N J-BOLT (M//v TRACK • G O 10d @ 8" O/C BRACKET rn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP, Op 0,4 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. U TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TOW 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. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END W TOP PLATE CC �U/^ V2-16d�C v/2x NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT IOXIED A.T.R. Z & NUT DXIED A.T.R. Z & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P ATE 5!8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING 6d TOE NAILS BLOCKING WALL ABOVE RY I. BLOCK W/(1) FONT. & LED 10" J-BOLTS 0" O.C. IONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. C%S cam+0 d Z ' W c i a C� C CO X ► C LI- O- w •d o�Q `c CU d � T N fl- � E o a. 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v E 0 M 00 U 0 N 0 W a) N OrD -N 0 13 a Z N # LL u, JLLw °- — -o li Y rn L t6 � W y o ] liS C0 N o� W �. LLW rn C' 00 N 0 Q J 0 ;^ N O0 v Z Cn W ❑ ❑ V M o z z � � N z a--+ W � Q A U O N W g U ;v W �'"... Nook J _ E U o � N at N 0 � sm o Co Z Z c EIg o Q z® E na � F— oo o U�z 0�z oE 1wZ!�C 00 o QzZ Z O Q U W > � > o 2 c a� R Z F m M w d r V OIa 0 3 0 c O = > LOm �--�LO Q 0 00 co CD 0 0 Cf o O Y r i m m > o +-' Q ILLM I O LC� im c) N Q CV)N C0 T" ci Y 3 00 CD o cc z E f0 E v c c a U _j ¢ 0 JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. S4 3 v r- L0 N L0 0 0 J 0 I N a h L0 CV L0 L0 cr c r) 0 .c C) 0 J M C) 0 I tn i rn N l0 0 0 LO v <) 39 3 Q 04 O i a E v E 0 x 0 c c J i c 0 v 0 a� LZ P0 CV N 0 0 a rn 0 0 0 0 v z v cn 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. 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. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9„ SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 .. NAILING SCHEDULE FOR SHEATHING 45°± DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CROSS BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT ' @ 8 0' 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)1Od / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND Ir 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END V "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/ (10) 8d EACH JOINT w/ (3) 1 Od & (2)1 Old (NOT REQ'D WHEN / • AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () FROM LSIMPSON FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. •• BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �i '.` GABLE TRUSS ' ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING ; ) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD � BOTTOM ATTACHED O.C. FIELD IF THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 T ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ 4 () 1l4"x1 1/2" SIDS SCREWS TO "J" MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS rr 1 Odx3" @ 4 O/C TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER (MATCH BOTTOM CHORD 2x4 LEDGER MA DBL. TOP PLATE SIMPSON SP2 w/ (12)1 Od PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS SLOPE OF ADJACENT TRUSS) NAILS AT EACH STUD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1l4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK . SCALE: N.T.S.rJ S5 SCALE: N.T.S. SCALE: N.T.S. SrJ TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9rr REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 1 O/S5 X-BRACING, AND TOP r CO SEE STRUCTURAL CHORD BLOCKING N FA1 NOTES AND NAILING INFORMATION `° 00 0o SCHEDULE FOR SHEATHING DETAIL 1 1/ (2) 16d WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM BRACING 2x4 RAT RUN BRACING � RIDGE FASTENED AT"L" BRACE TO EXTEND AT 24" O.C. ON TOP EACH JOINT w/ (3)AT WKNA LEAST 90% OF WEB BOTT. CHORD FOR 4 TRUSS SPANS 1 Od & (2) 10d TOELENGTH NAILS @ EA. ENDATTACHED (SEE TABLE) GABLE TRUSS W/ 2 -16d AT EA. TRUSS JOINT �� �� � nr� (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 BLOCKING1/2"CDX NEO/C PLYWOOD OR 7/16" SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILSW/ @ 48" FOR THEOSB 1Od NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL - (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. ry (4) 1/4"x1 1/2" SIDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 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 ��s SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ,_ ,,,CONNECTION 1/4"x2 3/4" > f TITEN TO CMU 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) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g - - SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.0 Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SIDS 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) • Z w \.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.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6 4' 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"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"= 1 '-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9c� 0 CORNER JACK 0 Y a U IY W Z OU 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/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB )* DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB --/ SINGLE "L" BRACING DETAILS 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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. :I NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C" cv c c ri d� 1 s w o O o r0 C-i CV .-onx N (O O L N ✓ O f0 =_ d E s d C, dd L N C G N E 0 Ll 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 a cE O M 8. V N 0 « 6 cs, N r O N MOM YI c - a Q �(NiO ft LL C J LL w J LL. (L w ° Z m c of �0 0 W cc C � 5 oar'" o °. W 2 IL to . m w � NZ N Z OU W ❑ ❑ N M g N Q ? - r N N G � O 0 v1 w a to to F- U 6 W J _ � v o00 • �0 N O. ti 0 Mo Can M _1 ¢ 0 ti Z @ u =o 2'.<R zo a Q. 0 o f z p F-- ni CL U o U o E CC>ra ¢a T g� <z wg �w o �YZLL m 0 Z�c g� o�ao W C> o wp m z o J< <a r Uo ;o �I qTa � ,o c O 2 LOm m Q c� ^�^,, i 00 co 0 07 0 O x m m LO T LL U ce) C:)°0 `" 00 N LO N Q M E E c M W (0Z .. Z 3 E O N E U 0 -0 C 0) a p JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. S5 --- _- - -- -- I1 _ I 1 _ . 1 I I _ L I II 3 S LO LID LO CV LO v cn� 0 Q 00 J 0 I N a LO r— LO CV LO LO q cn 0 00 O 0 J CD 0 I M i M CV 0 LO LO LO v V (n 0 �L 3 CL M C I" - a 0 S J i 0 v V J 4> t� N N LO a O 0 -a- 0 0 0 3 z r m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE vEllbbb4 MT�T�T�Z�T�T� 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 112" 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.0 BASEBOARD 11 F MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY E s a. ° .'a A .d CNAa a .a Cl) I I-ellip, I I —I I I —I I) IIII I6x6 w1.4xw1aC=III—III—I WWF OR FIBERMESH �� I III �I I II III 'III —III —III I I a° FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING __j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U) FOR MORE INFO LU o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. LU � LU —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT LL 0- EACH FILL CELL TYPICAL LU W AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE00 I, ; ,III III' -STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" 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) 11 x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 7 TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z -T PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 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) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc 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 LL WEEP SCREED = INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" S6 FOR ADDITIONAL INFORMATION, PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TR B.U.C. (8) 1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=1'-O" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE A .. . -A ° d 1 °. SEE SHEATHING SPECS ON FLOOR /,­1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d° I I-111• I�7irP IT 1-11 FIII ICRN�IHATWMIN. 18~$ E INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" SE ADDITIONAL SLAB INFORMATION C 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D In SECTION X-X IF L NOT FULL Q HEIGHT SHEET /co co z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 75/32" OSB EXPOSURE 1 F- F SHEATHING w FF 2 SOLID 2x U) C BLOCKING @ ALL o C SHEATHING o O EDGES(SEE OPENING SECTION X-X W 0 U C x W x E F- LJ 2x STUDS BEYOND. SEE PLAN o O U) �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 314" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" 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 VFRTI(AI arIAN(; SECTION X-X T�7 SFFA q�/2 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEEDTO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Y". H ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL W = © 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. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J LU o :3 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F _1> ¢ I- O U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. IY t- O O (n z O� w 2 @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL — N w 0 O MEMBER IF GABLE END c n W NOTE: 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 - 4 : 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) 1 Od x 1 1/2" EACH SIDE FkT OAFN�� R 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 C . A. d ,. r CC) .1II_III_III—II ! 1I—II1_111 11 1I1_III—III ° -111��III as a a � ,—II I I I =III=I' (3) # 5 REBAR ON 3" CHAIR 4� 1 '4' W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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 (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ,-2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 F APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 80 FINISH GRADE :III °° ;EIIII�II o T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 en N N M r o C W o � m a- o U 11 (•! CC V Cyr fl m >X C- CU o .- 'y y O CO Q N � B. �y CD CJ u io z. c m m y L1 c � co o, 0 - o CV 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. U) W Q vE 0 U O N � p 0 (0 5 co In N [�-° . N O* WWC Q NhVJ C J It LL —_(' Co LL L LU a u° W teo o o W M Z ��Q'°' m 00 In NZ Q J Z N O U V U W 13 N O � N n V I t'1 M a :_ = Q) 41 o 4 m G a m V Q) o C N ywa� N �N F a - m E I L. �[Pi Sep r ry O Z O � 0 0 w J ¢ 4 Lj_ �o M <R R w O a t— I?i wa U o o o �a o< w< Z C.) r3i I az �Y mo ow m �2 — 8 �i Q� o2 1z Jo C> 3: u p a a w m o M Jw as ao Z V OIQT0 0 C O i > L.L LIDrn LO Q ~ (0 O a Y 0 O v, m 00 LO T L M 0 �I CU m N L.n N Q CV)N E 'E00 CD \ CO o z cc :3v; z a C C: D U J _0 CID Q 0 C 0 J JOB NO : 23-06132 SCALE : AS NOTED SHEET NO. S6 (MONO) 11- 3 i LO N u7 LO v cn� Q 8, 0 , M co 0 I N Q L0 N LO rn CD <nCr 0 0 J M 0 I rM N LO 0 Lci i LO 2 v tr) Q. C 3 I7 0 0 E a E `v c c J i a. 0 0 v U -0 t� IM 0 co °3 0 0 a M O N v a 0 0 z Qf v Fj 3YP CUT TO FIT I \RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER i 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" �i NAILS) / fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �s / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 (/ ROVIDE MOISTURE PROTECTION LZATTACH ALL COMPONENTS IR TO CONC. W/ -1" X CONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. / G . 1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G--L�: E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU AI S) x 1 1/2" N STRINGER CONTACT POINTS \ NAILS) SCALE: T' = 1'-0" VVMLL / i NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6's 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED —� 2x4 PT NOTCHED INTO STRINGER AND TAP2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUCONED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: ill= T-0" SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL • -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER •2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK -2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS i. SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: i" = 1'-0" SCALE: 1" = 1'-0" V � NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT -(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 J4"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW 11G11 SCALE: 1" = 1'-0" SECTI ON VIEW SCALE: J" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW !L POST LET INTO (LOCK IDE KI NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT - TO )ISTS) H 2X STRING R 2X B OCKING PSON NITS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R LSL---1-- VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" C" N N co fl a> a v as m u Q- ur N •O G 1 N � d c- y y c a 3 eo cc =' d N A T o a v `Ci•. `� :d L- �J �1" .. 0 OppJ •�J r N 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 beading Engineer's signature and seal. M W a O E 8 ci 0 � Is, 00a) rn inLo� # a N O # t1 j�LL 3 a Z mc� dtYi .c c r- O o W WLL0 05 °J m Z u) �Z d N O U < Z W � ❑ ❑ V M � 00 Q 7 a E3 N - z -a 0 a--j p a m U -- 0 w s in f6 � U c ,. J E I as U ) Q N • Sm 0 M —J z � tt Z G UL � Z O z > <o E U wz ca O C o Z Z N t o ttw L iL C j C Q O z3Y o m 0 o0 Z z <� �z o� <o W T `/ o m 2< a� ¢ N J 0 as K 0tz � 'a v zl< 0 3 0 c O 4)LO N L1� rn m �.LO Q O F— 00 O Oa 0 O ,— U U) o N m >, Q LO U- L01 n cv ch O m N U) cV NQ co � T E 00 d' z M Z E O N N m E of JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. ST -- --I I L - I s 6 L0 CV LO v N Cr 00 8 O J t2 to 0 N i Q LO cV L0 v co 0 0 J to C) I M i t� N O LO i L0 L0 L v to 0 3 Q N N i a E 0 x v a i 0 0 0 J LZ 0 04 LO U 0 0 0 0 0 0 U .z w m v N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 1x4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING ( ) #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED X8 STAGGERED @ 16 TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4"LL11X8 (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO2" EDGE DIST. ATTACH 1 DETAIL �,TD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 90° HOOK (TYP.) STD. 90" ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAP x 3 -@ 1 DOOR JAMB (REFER TAPCON 16" 1x4 P.T. PRODUCT TOPRO Lill�F7 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL1/� NOTE: AL FOR CONN. 1x4 EACH END W/MIN TO PRODUCTBOTTOM E:711 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' OF BAND JOIST TYPICAL TO PRODUCT ❑ x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl +2 OTC @FIRST COURSE - SIMPSON HGAMIOKTA @ 12" O.C. w/ (a)1rax1 1/2" sDs SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (a) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE '' L±5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOFILLED UT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN 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. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX 2'-0 SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 4. ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS SEE NOTE 1 BELOW IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d70, 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) ° 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 OR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ° . SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL BRG WALL TYPE PER PLAN 2x SUB FASCIA I OVERHAN > CONNECT W/ 8d NAILS BRACE/ BLKG. 2x2 #2 P.T. MIN, .. x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN N.T.S. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL w/ 3-12d NAILS, TYP. (**) - - - NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 1 -011 5 -011 ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING SCALE: N.T.S. SS 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. JACK TRUSS PROVIDED BY SEE 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: TRUSS COMPANY OR PLAN - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ I 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.) OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION ' - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE , EMBEDMENT INTO K.) 1/4" MAX 2_0 8, PER NAILING SCHEDULE ALL - - --- - - - P.. #5 BAR ° i . ° ►' ► SIMPSON STRUCTURAL SOFFIT ��. �' P A. p , .• CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS FO b . '� 9 IN TOP o BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" ** FOR ALUMINUM SOFFITS >1' 4" ( ) n ° 1 X 4 FURRING 8d NAILS V.09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4' > �. KNOCKOUT / N ' MID BLOCKING NOT REQUIRED :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d FOR VINYL SOFFITS > 1'-0" SHALL HAVE MID PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) BLOCKING PER R704.2.1 d MONO FOOTING • '. e' ' °. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT Z TO BE INSTALLED 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" k OAF ° 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - .10 Ryq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A. STANDARD O N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + G�FNc,T (2)10d NAILS @ 8" O.C. N > 90 HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD + TO TRUSS TOP CHORD +'' FILLED CELL,'-' • �'- ' • �' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ . . K. ., .: ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + . . • " • ' ' • ' ' • " ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" lllis� TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . � . SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °'� ° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED.11. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER7' HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6.0 SCALE: 3/4" =1'-0" 0 Q (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °O X v -1 A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e p D ° SIMPSON HTT4 w/ (18) 10d x 1 w REINFORCING AS FOLLOWS: SEALANT * DO NOT FURROW. _ — I fT= 111T ° IT, FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO Cn to a g 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. g° _ �� 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL o ° I I — 1- EPDXIED w/ SIMPSON SET EPDXY N. 6" EMBEDMENT & v z ¢ EXISTING FOOTING (2) #5x6' IN CONC. REINFORCING PANEL T jj�OEM \ N FILLED CELL SMOOTH. DO NO FURROW. °T ° o 3 M NY EDGE DISTANCEE \ DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �. o Tfr=- I - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: iv ° p `' REMAIN FREE OF MORTAR. _ z_ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 1 SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT 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) . A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10, j SCALE: N.T.S. 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. �a RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" N N C" Z o 0 �O m .: W rs N N t A � N d C, � 3 3 L d d � i d l0 T c E A G a� 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �* E a N C, o v G 1- 2 a0 R a C J 2L� W J u- LL 55 d (� ui Z _ o W ' C, N (p o W Cb cj m J Z LO NZ < IL 0 Z a O V U o W ❑ ❑ 0 M z � � � o � Q v N v � o 4-1 w � U IC 0 w o IN = w U) U � _ E - 3 s .... I , U ) 0 ° ti 0 w U_ z @ E h g O Q o E o U �a ❑ a f-- p & ¢ = O wz Z�E wo ra r <o 3Y mo o� z z m O U Q w 3 Z �o QU LU m x M v <Q oIQ �o ° 3 0 C:) = LO LO Q 0 EL H 00 co 0 5 O qqt J O� o C) Y � o 04 m 00 r � O LL 0 LC)I -Q mOr) m CD M N NCD Q T E c(0 19T 00 Z f0 Z j6 E O d E U _j < JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. SS i n L0 CV r 00 C) O J M 0 I rh i Q Ln N L0 Cr 00 J 14')'M co I N Cli 0 Ln Cr C 0 Q 3 F Q M 0 a E 0 L 0 J a 0 0 U rM O LO ai LEI 0 0 M 0 0 z W m v - L- I V 4 `W ­1 1 1 1 A- v v- CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES (2) 12D NAILS —J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w/ O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC, WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLANL. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSONN OH ADER UC410 &/ (14) FOR CANT. IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED11 COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ASEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. AL LBRACINGRGE A(DB,CB,BB) SHOWN ABOVE SSO AS TO AVOID DHIALC�L ANY BE IN ADD ONE TRUSS. ON TO CONTINUOUS EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A SCHEDULE/PLAN DICATEDNBM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR FOR ADDITIONAL WALLR SECTION TION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" BMSPLICE OVER ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, . 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ATTACH SECOND PLY EAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. TOP F w/ (3) ROWS OF 16d DIRECTION TYP. A o 0 0 0 o NAILS AT 24" O.C. • DIAGONAL 2x8 #2 SPF RIDGE BEAM o 0 AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR INDICATED COMMON TOENAILS TO TIE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w! (3) VERIFY WITH PLAN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IFTYP. U.N.O. LOCATION AND DIRECTION T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING PARALLEL SEE 2/D2 FOR BEARING SUPPORT - MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL NY SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL @ INTERIOR BEARING 3 5" PLAN FOR MORE INFO SCALE: NTS SCALE: NTS WOOD TRUSS COMMON B M . ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 7 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER V ADDITIONAL SEE PLAN FOR NAILING SCHEDULE V 8d NAILS AT VALLEY TRUSS � NAILS AT BASE & SIMPSON OUTLOOKER 4" OC. INFO. SP2 w/ (12) 10d NAILS AT TOP . 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d �/C_ —�/L- COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS ti EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED ti PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN y 2x4 BASE PLATE W/ 4 NAILS 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION 1/2 PLYWOOD °� ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO WOOD WALL " -"' " ' " " SIMPSON MTS12 w/ EACH COMMON s l y,yf 1 BEL1 BELOW NAILS TO BLOCKING @LS 16 O.C. TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) �p�/�� MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM y f 1 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SEE PLAN 16d COMMONS L_— NAILS EACH ` 1 SHEATHING ATTACHED BELOW @ 16" O.C.AA 1 r- -• STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA16 w/ (9) 10d n x 1 1/2 NAILS @ FLOORING a° TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS _ ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS 4'-0" O.C. MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDERH @ W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE s 16" O.C. MAX. 4° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. ° SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS--, 02 `" N C" r Z c � W Boo ar o _ CC anX .� � LA- a. N t0 O •- N 9 L N p 16 N Q 2! N Y L N�' a rx"3: ,- r- =�' r N Q- b � n U; �• 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. H W E m Ia V C N � o O C � r N �N d: Q N M C J V 2S2S w w w W S o 5 _ 13 w C o Cn r mo 0 W w 3 ( 0 o N WW m O_jO1 w Z LLN U) N Z Q rw In r O U U O Z W ❑ ❑ M � z z $ z o Q ti M � � o � w a O V I w Ly s N U _ E 8 T U L ) o 0 o co � w M � 3 C z Z L.L mE z oz<o o- E O v =_ oa f-- ro O U O co Q a z U 6 a (73 (V� wog w �_ r �o Q �o 7= m N p V y O Z z z 2 z J � <z U VJ a > > � o� wLL -Z w W Jw J st oIQ a � 0 O = > t� Lnm LO Q c� F— 00 CID C) 5 0 o d- 0 C) Y Y m m Ln � T O LL 0) CV)O Lo c6 m N Ln M o N Q r E w 00 CD o Z N Z E O N m E c a U � Q p JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. D1 i S LO N L0 _ O 00 � O J M 0 LO Q LO N L0 v to 0 Go 4- J M 0 I r`7 i M N LO C=! L0 i G 3 Q M O i E 0 v i 0 J LZ N N L 0 0 Ln 0 CN 0 0 0 U Z W m -o v N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 10d x 1 1/2" ( ) TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL A BELOW AND ALT. O CONNECTION. 2x CRIPPLES 16" O.C. @ (2) 2x SPF TOP PLATE FLUSH W/ TOP 8d BLOCKING INFO (&(2) 7T SEE PLAN FOR CONN. W/ (2 ) 12d TOENAILS T/B 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2} 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO FLOOR + STUDS w/ 10d @ 2 2x SPF TOP PLATE () END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • In 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM 4 NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN 3 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END '• • • CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD - BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. / /� / JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ FLOOR TRUSS/ I -JOIST SEE PLAN NAILED TO STUD PACK w/10d NAILS TO STUDS ABOVE PLATE FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP 10d NAILS & 1/4"x2 TIE BEAM @ 8"o.C. L-1Y (7) (4) FLOOR TRUSS/ I SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM -JOIST NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. / O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END q TOP PLATES O LENGTH ON STUDS W/ 11 10d ( ) (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP PLATE SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN % HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER AT 16" O.C. U.N.O. OD INTERIOR HEADER NAILING AREA (TYP.) G 2 2x HEADER „ / A.B. 24 O.C. AND 6 FROM E PLAN E 58 SEE O P T MIN 3 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. O ( ) EXTERIOR HEADERS SEE PLAN FOR COL. SIZE 2 SIMPSON MST37 () CONNECTION SEE STANDARD HEADER „ EACH END W/ 7 EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE WJ (2) 12d TOENAILS. STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR T STEP DOWN LOCATION MIN 7 A. A REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B - - 1�z� SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 2 2 x #2 OWALL) 1 1/2" (USE SP8 FOR 2x8 @ 24" O.C. H SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. - EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B ' AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE I , ' 2 4 #2 SPF STUDS B G INTERIOR HEADER x S O TYPICAL BLOCK WALL ------,NAILING PLYWOOD ATTACHED PER SCHEDULE T"r SIMPSON HTT4 w/ 18 ( ) „ A IL ILS 1 2x SILL PLATE W/2 12dTOEN G 16d NAILS & 5/8 BOX HEADER AT 16 O.C. U.N.O. 2 2x HEADER () EXTERIOR HEADERS SEE PLAN 1 2x SILL PLATE W/ 2 12d TOENAILS. E F I T() () F SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE l F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE 10d NAILS & (4) 1/4"x2 1/4" TAPCONS NAILS WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. w/ 4YPwJ (6) x PROVIDE BLOCKING SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - - - ND NAILS AT BASESON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • . 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ 3 12d TOENAILS T B & SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS WALL 2 STORY I NT. BEARING WA PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR 2 HEADER CO N N . @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR STORY WALLS ONLY. 6 2 STORY COL. a� GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. --- ` - - ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 `FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 1 () () 2dTOENAILS. 3" 0/ �cxT --- 2 2x HEADER SEE PLAN 2x CRIPPLES 16" O.C. () @ @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. • '�� FN '9T 02 F� 'I4 2x STUDS 16" O.C. @ W/ 2 12d TOENAILS T/B INTERIOR HEADER () Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x , 8• TO TOP SPLICE tilj� A (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. 2 10d TOENAILS AT EACH () EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF TO 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,:; W/ (2) NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 1� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N 011 � o Z CD 9 W a� o CCO m — -a .A,_ a N C6 O d = m. C+ 0 �•. O F �, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) W �E 0 a U O N � 0 ao M0M Y/ r 0 J M 2S2S LL N V Q C —1 5 U;-W 1,1^� JLLLL ii D_ d Y 0 0 W in�4jO' m z IL N NCe) Z a J Z O U < L) Cn — W ❑❑ V M � � N O �o z Co z o � Q v E3 ri- N M N z v LL � W Y O g v1 r_ w� y �N ,— rn U c s zip U o c � � Q N 0 • 0 414 o co ch J o 3 ¢ z � E zo Zs ca- 0 E� sLL Boa zo CJ � ¢Q i O K ¢ Z Z ww C', o 3< m O s� Z m C) co h m Q W g 3 0� z ao W T � O �� <0 aw N m oLL ! o 'a O = L0LID m ,--� H 00 5 �t o It C) Y c o f m C0 0 Ln a--+ U_ 0) U 00C) LOI m N M Ln N Q r— c0 00co o Z Z E O N a E 0 10 o a M U _j ¢ o c JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. D2 x n LO cV LO LO v 0 .G 00 J M 0 I r� N _ CV Ln v C rn E, 0 0 J Pi co 0 I r� i N 0 0 LO v 0 3 Fr] 0 i a E 0 0 J i a a v U J L� N N S 0 M 0 0 0 0 0 3 v z W m v N HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING I (SEE DETAIL WP07) THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME )SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior II N 15 h It f It h Ilk I' d pp pp g I wa s W. asp a e s a a app le horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details ,) 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for <> 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. JIM INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE ® 2 ° ° "V' SEALANT SOCKET WITH JOIST a ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° ° SELF -ADHERED FLASHING a v 2 a ° ° ° 3"MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING O 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST , OUTSIDE CORNER I • SELF -ADHERED FLASHING 2XFRAMEWALL !' STRIP OF SAF LEGEND PRODUCTS DETAILS TILE FINISH � j " � SELF ADHERED FLASHING (SAF) F- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Lu \ / BARRIER (WRB) - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO (n \ BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- \ PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1l2 DUROCK co \ SELF FURRING SS LATH PLASTER ACCESSORY SF LATH SHEATH ING,'OSB', PLYWOOD, DENSGLASS 1'-4" PER PLAN Z� Detail Instructions WRAP DP WRB ONTO r rr Refer to the number marked as # in each detail that corresponds to the 1-0 PER PLANv \ I Q THE VERTICAL / \ < SURFACE TO TOP OF numbered items in the list of instructions below: - j \ FLANGE AS AN AIR \ �� BARRIER 1. Install self -adhered flashing in order as shown by numbers 8"CMU SLOPE , 3-1/2" INCH FLANGE i 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU ° H; - - 3. Self -adhered flashingcan be substituted for building paper (PER SEAT DEPTH) STRUCTURAL FRAMING 9 p p z z w. ��� � �w��, 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a a ^IL �� STRUCTURAL SHEATHING embedded in the adhesive layer) - for ease of installation and to ° M W 11J PLASTER STOP THIS GAP IS A RESULT OF minimize scoring cuts a 11 NATURAL SHRINKAGE. I STRIP OF SAF 5. Remove all release paper per standard installation instructions and I- cn DO NOT SEAL. - p p p ° ° _ U) CONTINUOUS BACKER - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LU ROD & SEALANT DRIP SCREED PLASTIC ° Lu L(J ACCESSORY I i BOND BREAK WRB Minimum) SLOPED MUD BED = `\ 6. Fold as shown by arrows ° Q w SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to Lu � �I , fit tight to corner VINYL SHOWER PANJ a ° III 8. Mechanically fasten as necessary I { (" SLOPE ° d ° PLASTER STOP A 4 CONTINUOUS BACKER ROD a 4 & SEALANT a A CEMENTITIOUS FINISH SHOWER SEAT me SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) 4SHING SELF -ADHERED FLASHING v 1 Q 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all aY! O N Cn 0 m -o > W O L a� o C N C.J N -.omx N 16 O y CV y O W d is d M 0 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. t» W a v EE U O N 0 o 0 �, N Q LL N -J J C J LL n- o - O d Y f0 C V n o y�o CJ O 0 PQ = LLW n � Cl) I^ VZ N r O U U O W ❑ ❑ V M � z N o Co U) Q � N CD GA w M � U OC) N'^ w o N � V U 0 c _ E 2 g _ ° �0 U o' c U) 4)'ic N O lll� o Z w M J �J a3 z Z a � Q ry fl- o E�Z U 0 ❑ a Co �8 o �` �� a Z Q0 ao <o �z t pw 7� =Yo° Z mJ �m aw 8 3 < 1 0 � �Z Z g W T � oLL aw � O j� F Z o w o�< ao ° 2O 0 = N LOm f- L 00 ICU C d- Cr o O Y � J Im m U') O r QI 0 u- M o LO m N N LC7 M CV Q M ^ r 6 E w i=00 co cfl Ict .. o Z Z E O N M E U v � c n. � Q p � JOB NO: 23-06132 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets :1D Gauge 4-112'X 4-1;2'x 2-12" See Anchor Schedule BID 1 /2' Dia. A ITY Washers Salt -Lacking Nws Back Cross Support (May he r,ut tO IN Right Bracket ( `6133ugz) ' f114 St lf-Chilling $CRC`A5 A./C Unit BcviJrn Edgy as HurrlC,are Strap } (Tyric4- 3 in fr:ant) T front Cross Support (M'Y 1 crt CU %V) Left Bracket (16 Gauge) # 14 Self -Drilling Screws Thru Brdckets 8 Bark Cross 5u1TD0rt Into ARC Unit Botttorn Side (Typical: 3 each side for hurricane use) ut-Ilatu i tnrulnu - 1,1 -Ld Air Puce F.oecrci! Raaerl Sea) Drmvio}t avnil461c upon Reyraeyt i ilaaf 1tnaAi rra wdi apithI Florida Departrnent of Business & Professional Regulation Pate/ art Building Codes and Standards z aapzl Product Approval Application Detail Q241 Entity or RO 21114 Dale Priii io kiltIVA Vercelli Manufacturer contact En . - L- 2M Vaidd"av VakiatW 4"Ined FBC Anbroya EpgS.CKF4 stMUF. Affirmed- 2020 Smart Vant Produ a. Inc Mcheel Graham Hermes F Nwero P E. Lmke Borden P.E 12JI612020 121162020 12282020 Approved Category: Structural Components (877)441-836a PE-73776 (334)300-1600 SWCalegory: pfoducls niroduced as a Revell of InfoQsmarwntcom New T"n.logy CXmpl"res, Method: Evaluation Report tom a Florida RagstwidI Archbect or a LlcenseC Florida Pro( ..Mal Engines, FLIM022M Products Quality Assural Aoprowed for use Amrored for Use ILr gut Qg5ttt1 fives Rodud MgdY. Numhar my Nano Product Description CtxaraCt ExoYffilan Dab In HVMZ Du1s"NVNL Rie"naa Pnssunt 1 9rnadVent hbde1 a1140111 Dual Funso- Flood end VeMradM Vent 12r312023 Yes Yes NIA a1004100 3 SmadVent Model #1946511 Duel FunetlM Flood and Yentllation Vent 12/312023 Vas Yes NIA •100i 100 3 SmartVent Modela154P520 hsWated Flood Vert 1213112023 Z. Y. NIA •100FtD0 4 Sm. Vant Model #1540-521 ns uleled Flood Vent 127312023 Yes Yes NIA r100A 100 5 SmartVent Model s1540-524 169,qua; Garage Door Flood Vat 120"023 Yes Yes NIA N/A 6 SmaltVmt Model#1546570 Wood Wall Insulated Fiodd Vent 12l312023 Yes Yes NIA -100>•100 SmartVent Motlel #t 540.5%q 14 B&qutl. Osage Door Food Vent 121l12023 Yas Yes NIA N/A Florida Department of Business & Professional Regulation Pays 1 of t Buildi ng Codes and Standards V40D21 Product Approval Application Detail 13ittttt gill - FasIN a tat@ R& Date Frendma 294 min version, Manufaclunr counsel EnoMeriLicartu Validated By Validated Submitted FBC Auer-1 Status Rl,h- 2020 Drexel Metals. Inn. Jason .Shumate Zachary R. P4est Lack. Borden P.E. as"W020 08/09r2020 o8202020 10/13202o Approved Category: Roofing PE-r4021 (334)300-1800 SubCMegry: Metal Roping ;502,303-1511 shurnab@ovexrtml own Carnpistice Method: Evaluation Report from a Florida Registered Arahil-1 or a Licaised Fonda F Let 71PI Products Professional Engineer $000 RoduM ModM. Number or Marne Qu ltiyAssurance Product Descrlwlon Contract lXdaalon Data Approved for Use Atmroved rut Use knout $4g1� OHIO, Pressure 1 Omx el Mde i ROofng Systems OMG 1001 OMC 15055, DMC 1755. OMC 2005_ 12WQ025 Yes No NIA •01180 DMC 5V Florida Departrnent of Business & Professional Regulation Page 2af4 Building Codes and Standards Y62023 Product Approval Application Detail gg,lej it>s! Batt Dad: Date IsNttiru 2a Tag YYrsLan Manufacturer Mgt Endnte r & Llrx.nss Validated By W idated automated FRC Atria Assol Man, Revision 2020 Therms-Tru Corporation Steve Jespefsori Lyndon F Sell midi P.E. Ryas J. are, P.E. 0M152C21 IW020 I 04222021 O6Po/20 821 Approved Category: Exterior Doors (8001843-7828 PE-43409 18131767-8555 Subcategory: SwImng Exterior Door Assernbl" siasperaon@mermatruc Compliance Method: Evaluatlon Report tom a con RoOda Regsterad Architect w a Licensed Florida Professional Engineer FLa2011111-R5 ProdU la Outlaw Aasuniani Aus-sed for Use Aowowed for Use it..st DSni rygg-� Roduct Modal Number or Name Roduet Deacdoll- torahs. Expiation Data in HYN2 Ornside HVHZ Resistant Prrasuae 1 e, Tnenne-Tru Flyer-Gessieand 5rnooth-ser tWoal 6&,939:88quctlmpad8qua: Opaque 12/312o2s No Yes Yes WA Cwnposte Edge Fibergeas angle Doer (Inseng'Qrtswslg: X cmllWration) 2 b. Therm.-Tru Fiber-Ciaasic and Smoot-Shr Narr i6&XWB&qud', Impsd&quote Opsque 12/312026 No Yea Yes WA Canp"'as Edge Fberg ess Single Dar With adema4) 0nbwingfOutswing: XO. OX w oxo con6garabMsl 3 c. Theme-Tru Fiber-Classe and Smooth -Star Nanhal68i139:86qud.imDac%quot Opaque 12/31/2026 No Yes Yes WA Canposte Edge Fiberglass Double Door with X wlthcul SideStes tInswilglOulswalg; XX or DXXO Can4guretions) 4 it. Th aria-Tru Fiber -Classic and Smith -Star Nmtina' 41611 Opaque 1213111026 No Yes Yes WA Cnnpoat. Edge Rowglast ang a Cow (ir-ing/ouh-lrg. X Mlgumaom 5 a-Therms-Tru Fiber-Cusse and Smcath-Sar Nominal 8800390 aquor;tmpaa&qua Opaque 12P3112026 No Yes Is. WA Composite Edge Filearps, Sngle Door w kit Srd.Ihs si Ins.n9nOuta ing, XO, OX w OXO 6 f Themm-Tru Fiber -Gass. and S.mr-Star Nominal 89#39.0 bwd:tnpaa&qud; Opaque /2/312026 No Yes Yes WA C-Voeu, Edge Fibar¢eaa Double Doan with w Without Sd.Res (Insviny0utswing, XX w OXXO Ir Thamn-Ton Fihw-Clusis and Smooh-Sar Nominal 6818 agsd;Mpadaqud, Glazed 12I31(2026 Pic Yes Yes WA C.T,P-tor Edge Plbergless Single Dow (i'_'0`OUes hg: X i-IguratiX) 8 h. Thema-Ton Fiber -Classic and SmoodrStar tldnsnel 6,&#39;88txrd:ImpedBW d: Glazed 12/312026 No Yes Yes NIA Compowe Edge Fiberglass Siege Dow with Sdelm,(s) (lnswing)Our-ing: XO. OX or OXO configurrionai 9ThermalThermal. Thermal Fiber -Classic and Smodh-atar Nominal 69439:8 8quor;tnpaetkNotGlazed 12J31/2026 NO Y. Yes WA Composite Edge Flberglatt Doable D-tn w without Sidelit. 1lns WOutVMng, XX w OXXD catfutua11Me) 10 i Thenmsa Fiber -Classic Fiber-assic end Smooth -Star Nannal Mill 4,ga.I;hnpect&Wd; Glazed 11151202fi No Yes Yes WA Composite Edge Fiberglass Single Dow (InsengrOutswirg: X emIguration) 11 k. Therms-Tru Fiber -Classic and Smooth -Star Nwninel e8# SustotAn ad&qud, Glezad 12/312026 No Yes Yas WA Composite Edge Fiberglass single Dow with Sddtels) li-n youl-r,g. XD. DX w OXD ca,figuetiMat 12 I rhenne Tru Fo -Q.- and Srrloo s., Nominal 8039:08quw:ampasx&gUot Glazed 12131202a No Yas Yee WA Composite Edge Fiberglass DoubN Goa rrIth or without sdelites (Inseing/Outeeng'. XX or OXXO enAfguration) 13 m Themne-Tru Fiber -Classic antl Sm-b-9. Nominal 6,1 &qud:tnpenlBquX; Gazed 12r312026 No Yes Yea NIA Mddetl Open Composite Edge Fiberglass Single Dow tlnswklgputawing: X conhg slim) 14 n Thenna-Tru F,ba Classic and &mach Star Nominal 68#39;8 &Ww;Mpaa&quoL Grazed 12f5v2m No Yes Yes NIA MoA1ed Open Comp -se Edge Fiberglass Single Derr with Glazed Melded Open Sdelttalsi 15 o. Therms-Tru Fltier-Classic and Smowh-Scar (Inswingfoutswing; XC, OX w OXO eMRgua9wHI) Nominal 68sM.88qua.mied&qud, Glazed 12/3112026 No Yes Yes WA Molded Open Composite Edge Fiberglass Double Door with -shout G-d Mailed Open siaettes (h"glOutswrW XX a OXXO w0guraaMs) 16 p. Thwma-Tru Fiber-Ciasshc and Smmm-Star Nominal 6&1y39:e &qua:kpaa&quoY Opaque 12/312026 No Yes Yes WA Compoete Edge Fiberglass singe Doorwith Mo tl Open sdresis) (lnwhaOMsv4ng: XO. OX w Ox0 owl'"dw,9) 17 q. Thtrlg-Tru Fiber-Ctassit and Smmgl-Srar NMtinal a8#39:8 pa aqud;Inaad. quCo.. 171312026 No Y.Wes WA Campome Fog e Fiberglass Double Dewslth w wdh out Glazed Mooed Go- Sidetl.s (In%ing/Oulswing XX X OXXO c igurriuWS) Florida Department of Business & Professional Regulation Papa 1 Ml Building Codes and Standards 1WW Product Approval Application Detail timsim . code Esmty or DOS 20 Date lea1dm no T,m version Manufacturer SrgDI Enteral& Licgise ValMzttel IW V311dattd SgQgdithed FBC Aootpyaf �� Statist Reviexm 2020 PGT Industries Jars Roso`.raid ttami-Dade BCCO - CER M2am-Dade SCCO - VAL 1111E2020 10262020 11242020 Approved Calagory: Exterior Doors (941) 48a-0100 (786) 315-2520 subcategory: Sliding Eltertw Door Assemblies ifOaowskl@pgintlUardebC CarrpliarKa Method: Certification Man, w Listing Om 1`11.1,251-R33 Rddude Quality Astoria, A--irdfor Use Aomoved fX use kcisil Darsurn Spa Roduet Motlal. Numbxw Name Product 0-1,41- Can rad P.xplrallwt Data at HVHZ curve. HVHZ assistant Raxure e 8(a0-5570(La rge Me-bnpedt m ,y1 Sliding Glass Door "142021 Yes Yes Yes NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 1213112026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL26646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/20.23 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 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 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 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/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 Dr MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSIICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 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 FL17679,1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 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 chard Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527,5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page of Building Codes and Standards 102022 Product Approval Application Detail FLY2Dt7Q-Pia- -. _ _ gQi1e Enter or Rat4 p81,Q Date Pend ino am �g Verson Manufacture CoElwineer &License Valldated BY Vallditd FBC Almrotal Aaoroveg aw Revision 2020 Therrlu-Tru Corporation Steve Jasperson Lyndon F Schmidt, P E Ryan J. King PE 07t23i2320 07MM020 07/290020 10113f2020 Approved Category: Exterior Doors (800) S43-7628 PE-43409 (813) 767-6555 SubCatepry. Swinging Exterior Doa Assemblies slasperston®thermatru.co Compliance Madlod: Evaluabon Report from a in Florida Registered Architectora Licensed Florida Professional Engines FLN20470433 Pf"licti, Saps Prod not Model Numberor Name Product Desenpdon Quality Assu Rance Aoorovedfor Use Aoorovedforllse Contract Expiration Data in HVHZ outside HVHZ Rest Pressure 1 a. Therm.-Tru Fiber -Classic and Smooth -Star Nommal 8&#39:8 squat:lmpact&quot Opaque 12r31r2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (In-g/Outswing; X configuration) 2 In Thermal Fiber -Classic and Smooth -Star Nominal 6&#391.8 &quotlmpact&quot Opaque 12f31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelus(s) (IrantAngfOutswng, XO, OX or OXO configurabons) 3 cTherme-Tru Flber-Classic and Smooth -Star Nominal 69#39:61quot;lmpactilquot, Opaque 12/3i= Yes Yes Yes WA Composite Edge Fiberglass Double Door wth or Without Stdelnes (Ir WAng/ou ng; XX or OXXO configurations) 4 1 Therm.-Tru Fl ber-Classic and Srnooth.Stsr Nominal 8&#39;0 Squot,Impact&quot Opaque 12f3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswilg/outsynng; X configuration) 5 s e. Therm-Tru Fiber -Classic and Smooth -Stir Nomina1"&#39;0 Squot,lmpad&quot. Opaque 1V3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door win Sidelta (a) (insvdngfouts rg. XO, OX or OX0 configurations) 6 f Tberma-Tru Fiber -Classic and Snrooth-Star Nominal 88#39;08quot;lmpact&quot Opaque 1213111022 Ves Yea Yes NfA Composite Edge Fiberglass Double Door YAth or without Sklelites (InewitglOutswirg; XX or OXXO configuratons) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68939,8 &quotlmpact&quot Glazed 121312022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door (I nswng/Outswing; X configuration) 8 h. Therm. -Thu Fiber -Classic and Smooth -Star Nominal 8&#398 8quot:lmpaut&quo, Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door wrath S clelee(s) (IrgwnglOuts Mfg, XO, OX or OXO configurations) 9 1 Them na-Tru Fiber -Classic and Snrooth-Star Nominal 6&#3g:8 &quotimpact&quot Glazed 12131=22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelines (Inswrg/Outs ij XX or OXXO configurations) 10 j Therma-Tru Fiber -Class. and Snrooth-Star Nominal 8&#3g;0 &quotlmpact&quel Glazed 12/3V2022 Yes Ves Yes WA Composite Edge Fiberglass Single Door (I nswrg/0utawrg; X configuration) 11 k. Thearna Tru Fiber -Classic and Srinoth-Star NomrgI8&#3gr &quet;lmpact&quot. Glazed 12j312022 Y.s Yes Yes NIA Composite Edge Fiberglass Single Dcwr wth Sidelee(s) (ImwngtOutswng. XO, OX or OXO configurations) 12 I, Ttrorrtla-Tru Fibw-Cassc and Smooth -Star Nominal 8&#39.0 8quet:lmpact1lquok Glazed 12131=22 Yes Year Yes WA Composite Edge Fiberglass Double Door with or YAthput Satelites (Inssmnl;/Outswrrlg; XX or OXXO configurations) 13 mTharril Fiber-CbsscaM Smooth -Star Nominal69#39:88quotlmpact&quot: Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door With &quotNon-Impact&quilt, Sidelite(s) (Inswirg/Outswng; XO, OX or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#39;8 &quot;lmpact&qum Opaque 12r3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quotNwtFImpact&quota Sidelrtes (Inswng/Outswlrg; OXXO configuration) 15 o. Thwma-Tru FiberCiassic and SrrwotirStar Nominal 8&#3!?08quot.lmpact&quot, Opaque 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quot;Nort-Impact&quot Sidelite(s) (I nseingtOutawirp; XO. OX or OXO configurations) 18 p. Therma Tn.: Fiber -Classic and Smawi Star Nominal 9&039'0 &qup(Impact&quot Opaque 17131/2022 Yes Yes, Yas WA Composite Edge Fiberglass Double Door With &quot;N ,Irrpad&qupt Sideutes(Inswing1C n wanq; OXXO configuration) 17 q. Therms-Tru Fiber -Class. and Smooth.Star Nominal0&#39;8&quat;Non-Impad&quot: Opaque 12r31/2022 Yes Yes No WA Composna Edge Fiberglass Single Door (Imuiu g/Outswng; X configuration) 18 r Therrr)a-Tru Fbia lass. and - Ti=th-Star Nominal e&#398 8quAor Non-Impact&quot. Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door wth Sidelte(s) (Ineswng/Oul-Ar g, XO. OX or OXO configurations) 19 s.Therm.-Tru Fit Classic and Smooth -Star Nominal 6&#39;8&quot,Non-Impact&quot:. Opaque 1WI12022 Yes Yes No WA Composite Edge Fiberglass Doubt Door vim or without Sidelites (ins irglOutin Ping; XX or OXXO configurations) 20 t Therrna-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:0 &quot;Non-Impact&quilt Opaque 1MV2022 Yes Yes No NIA Composite Edge Fiberglas Single Door (I nswngl0utswing; X configuration) 21 u. Therms-Tru Fiber-CWssic and Smooth -Star Nominal &&#39:0 8quot:Non-Impact&gtmt. Opaque 1213112022 Y.s Yes No WA Composite Edge Fiberglass Single Door With Sidelt.(s) (InawngtOulswn0. XO, OX a OXO confiauratlonsl 22 v. Theme-Tru Fiber-Clit-rind Smooth -Saar Nommal 89039;0&quotNcn-Impad&quot Opaque 12J3112022 Yas Yes No NIA Composite Edge Fiberglass Double Oar win or wihout Sidelites (Inswing/Ourtsmrig, )(or OXXO configurations) 23 w. Therno-Tru Fiber -Classic end STwoth-Star, Nominal e&#398 &quotNal-Impact&quota Glazed lV31/2022 Yas Yx No N/A Composite Edge Fiberglass Single Door 0 nswrWOuta sing X configuration) 24 x. Themst-Tru Fiber -Classic and Smooth -Star Nominal 0&#3g6 &quot;NW-Impact8quot; Glazed 12r3l/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelke{s} (Insw rag/Outswng, XO, OX or OXO configurations) 25 y. Therma-Tru Flber.Classic and Smooth -Star Nominal 6&#39,8&quw%Non-Impact&quot Glazed 12131)2022 Yes Yes No N/A Composite Edge Fiberglass Double Door with or without Sidelnes (In9wmg(Out5sying, XX a OXXO configurations) 26 z. Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;08quottVon-Impact&qubt; Glazed 12f312022 Ves Yes No WA Composite Edge Fiberglass Sllgle Door (In-ng/Outswslg. X-figuraut-) 27 m, Thermo-Tru FiberClassicand Smooth Star Nominal Was &quotNwm-Irnped&quot; Glazed 12r3112022 Yes Yea No NIA Composite Edge Filwrgla u; Single Door vMh Sidelite(s) (InswnnglCutswng, XO: OX or OXO configurations) 28 A TFlenna-Tru Fber-Classic and Srn-th-Star Nominal 8&#39',0&qu.rNrm-Irrpat&qu.t; Glazed 12t3lr1022 Yes Yes NO WA Composite Edge Fiberglass Double Door with or without Svlehtes prmawingfOutunng; XXw OXXO configurations) Florida Department of Business & Professional Regulation page 1 w 2 Building Codes and Standards 1fr2021 Product Approval Application Detail Code Entity or Qyt 2aLL Date Perad- AU ypd - dEamu#g9dg cgs{ Endnaer& Lloerite Vatdabd fie Valepaied sbitisid FeC Actuni Atordi SIAM ReMsion 2020 MI Nodnw9 and Doors Brent stringer Los Roberto Lanes Seven M. UrIM, PE 1MGM20 IW 2020 10t191102C 1211&M20 Appr"d category: Exiemw COWS (T17,365-3300 PE-82514 i717)3178454 "Category: slding Exterior DoorkannaAies bsltlk,yergmi+-d.corn compliance MerhoQ Evaluation Report tom a Florida Realsleretl Prdlited w a Ucens80 Florida FL#15912A9 Prwessiond Engineer Products 8eo # Rotluct Model. r4mbr w Ness Qvalnv Assurartu Roduct Deacrbt[on 011 Date Aagal for Use Awroysd 11,, rZ Outside for Use NVNZ 1mpa4t RgalsLF{Lt Design Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 121312024 No Yes No NIA 14S3R&qud:x80&quc,t, NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGO OX XO. XX 12/3117024 No Yes No WA 96&qud;x80&qud', NON.REINFORCEO 3 SERIES 420ALUMINUM SGO REINFORCEO SERIES420ALUMINUM 5GOREINFORCEDOX0 12/31/2024 No Yes No WA 1453f4&qud:x98&qud: 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 1MM121 No Yea No WA XO. XX96&quotx96&qud: 5 SERIES 120ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SGD REIN FORCED XXX 12/312024 No Yes No N/A 143aquat:.963wrx, Florida Department of Business & Professional Regulation Pa9.1 d2 Building Codes and Standards 1192D21 Product Approval Application Detail Qft Fdithi or NYa grin Daps Pandina 292 MM Version M anufaeturer Contact l9ummsr&Ucente Validated Sat validatedSubmitted F13CAmroyal Approed 2111, an R-s2020 Wayn a.Dellm,a diWsipn of Overl Door Dwayne Kanlsh JohnE Scales JetteyP Arneson. PE 10/122020 092A2020 10232B20 12JM/2020 Approued Corporation (330) 763-8121 PE-61737 (904) 821-5200 Calepmy-W, Extertw Doors dkomish@wayrle-daltM< SuhCatagon, Sectional Exlaiw Dow Assemblies on, Compliance Method! Evaluation Report from a Foonda Registered Architect or a Licensed Fiodds PI.0e248-RZO Pra9:cte Professional Enoneer Sea R Product MoOeL Iamber or Name Oualih Asir- PF04Ml Descnonorn corri Explratlon Dery Amroved for Use Aoormnd Ill I HZ outside for Use NVNZ smsed Rey Qgygg Pressure 3 8000/810tX8200 #1105 S&#3S. Me. wrkth. 14il Max height Glazing 12M0023 Pic Yes Yes •31 OOP35 00 available In top w Intermediate sedlen. 10 8000/810e/8200#1123 16843e Max width. 14&#39: Max height. Glazng 12131=23 No Yes Yet •30.001-33.50 tvallable In lop w Intermediate so0on. 11 8000810018200#1124 16809 Max width. 14W9: Maxheight. Glazing 12/312023 No Yes Yes -34401-38. 30 avaheole in top or Inte iedlat. seech. Florida Department of Business & Professional Regulation Page 1 ell Building Codes and Sta rdards IWWI Product Approval Application Detail Ss4f. Entity PAI Data gas Plail 211 jygg VKNW I ggntagl Endnear I License Validated dr yButentrind FBCAtnnnial 3[Nus R'ewisbn 2020 Cumes DvlsM o1AADG. Inc Tom Raney ILL LLC Troy Bishop, P.E 12M WM20 12g1r2020 12121/2020 Approved Category: Enwiw Dews (5411 494.2813 i:954) 947-0880 "Category. Exterior Door C=tMents tan.retteygeaee ealgy.go Compnanes Method: Crtlfitatim Mark wListing in FlIn1537.Ra Product. AMA Rmud MatIW. Mosher or Marais QuMm Assurance Product Deswidion Cortrad PSoiratlrtn Oab Amrowdfwuse Amwed In HVHZ Outside for Use NYNz kewt assistant Design Pisssurs 1 507, 707, 727, 747, 157. 777. and 847 Single erW Pairs of Flush, Glazed, and Louvered singleand pelts or 1 MI12025 Yes Yes Yes N/A Dews hdlaw metal doors. Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards Product Approval Application Detail Code ErWNw Dffie beta Dab Pending date Malls y-D Manufacturer cooled Engamr & Llrarlse Validated By Vatltlagtl Stutur Y[pQi FBc Approval Approved Status Rewsfpn ZD20 MI Wrdaws and Doors Brent aconite Amen- Architectural Seven M. Unch PE 11/17/2020 11/1712020 11127nM20 Appro ed category: wndows 1717)365-3300 MenufectXas Wspdrlon (717)3178454 SubcNeg.w. Sire Hung bslninW gmirrd.com corVII ea MaMod: Cermeaton Mark d Listing CarNty Ass-- AMA Ro(Wet Model. Mmhr of Name Product DesMbUon ctxtlract ExdrMlon Date Aporal for Use Awrayad far the Irmul i)eslan In HVHZ outside HYriZ $Etlaptit Phial 2 185 SH 52x72 FlnFlange Frame IGfSG Single Hung 10/082023 Ne Yes No .601-60 Laminated Glees }e U) -0>:=3 CD CD Q C 0 O CU � C�t O C0 `M ♦�/� vJ O O Q O ^^'' W O LL E w L ._ � W c- Q reel O CD ^J cri N x.. L O N _- N C L1I Cl.- cc O a N O O J as y CD chi j r C E L C 6T CU + Q 3� e0 N Q C O 0. O W CIO 0 L O V`� L. U O Ls W U C0 m ClassLCO W W Z Z J Z Q ^J LL SHEET NO. PA 1.0� =ii' Elm LI. -6-a Florida Department of Business & Professional Regulation P e9 page a Dee Flonda Department of Business & Professional Regulation Pa eg P ago I a I Florida Department of Business &Professional Regulation Page 1 a1 Florida Department of Business &Professional Regulation Page 1 a2 N W V Building Codes and Standards 125M22 Building Codes and Standards IV''021 Building Codes and Standards IFd-.021 Building Codes and Standards 52021 0 Product Approval Application Detail product Approval Application Detail Product Approval Application Detail Product Approval Application Detail i- See• - saa.F... - - - - _ F&lkRtitatatT ^' O Cptle Entity.9 QiS4 l� Date Flinging .Qtt4 _ . - tN� _ -- _ - -- i7 � V 0 ^ L.L 73dtg Version Manufac[u ter Contact Engineer & License Validated BY Validated submitted FBC Approval Approved Status Data Pendlno �E �E 1�4 atdnma9 S`4� CD4a �4 bmtt9 Wra Pxldrb �C4 449i SYB9 Yffi� Mywiaryurx EntMra S Endrsaxfl Lk�rrss VaBdatod ev iAI � fie Pmdrw pyt V.R".a ad FBC Amro,f� &MID. _�_ V ^' /^3)' R-i.,.n 2020 Therma-Thu Corporation Steve Jasperson Lynelon F. Schmidt. P E Ryan King P. E. 10/07/2021 09/18/2021 10/132021 12115=1 Approved � vrelom Manufacturer S� 6ighim a Ucxae Validated ea Validated F&C Approval Approved status mm V3t- contact EnamxBlAcrose vama.a ea Vytgyag ! FBC Approval 8➢g@Y89 ; i 8➢g@m99 �A � U W -F-' W _!__ Category: Exterior Doors (800) 643-7628 PE-43409 (813) 767.6555 Affirmation 2020 PGTInduatr'ies Jens Roma'di MremHDade BCCO- CER Mimi tkade BCCO- VAL 11MM20 11g5,2020 11H 112020 APPrwed Rewskn 2020 MI YVlndars and Doors Brent alingx American Archkeduraf Seven M. Unch. PE IOMSM20 10/082ow 10,19=20 Approed Rev- 2020 MI Wind— and Doors category: "does Start Sisrlgw Am.nean Archaedunl Steven M union, PE 1717t 365.3300 Manufacturers As laffie i71 T)317-8454 1122f2020 1122f2020 11/26f2020 APproeed _VI Sub"agarf. Swdrgi ng Exterom r Door Assebles s}aspers-Cmirmatru.co CaepaNl y: ndows (941)486-0100 (Fat)W 315-2690 Category: rdms (717)365-3300 Menulid',ara As-iificn 1717)31 T-8454 "Ceajory: Flied bofingendp Md.cam � I1 \�i Compliance Method: Evaluation Report from a m Subcategory: single Hung (r050'MElo�pgandN94109.t "Category: Hirizontaf Stdx tsfl.9.1G Mrd.com CDmpllece nMethod: Certification Mark m Laidng W VO Florida Registered Architect or a Licensed Florida Cohnitanea Method: Cerufabon Mark a Linng on' Complain" Method: CrnScaaon Man a Listing •1` Professional Engineer FLOW- 9Producta FLa15331-ire Protluds FLIP153494114 Products �L/• O FLlr2D461,R7 Products Guests Assurance A-,,,d is Use Aowaved for U,e '4.gued pall-. puylty Assurartca Approsidfo Uae Approved for Use Impact D#sky ,s+rltvgs A.c.,- Aomwad ra Use Maoved for Use Apply likesiog O Q � 2ualily Assurance ADorovad for Use ADDrdved for Use impact limn Elio a Product Model. Number or Name Plodux# DescrlRMM ewxad F-mlratlon Dae In HyHZ Outside HVIii Malignant Pr- assure a>� # Product Mrafa. hunbx w Name Product unalum Cortract Excitation Dag In XVHz outsw. HVNZ gg� Prcsan 4ffil Product Model. Number or Name Product cancrldlon comma Eapaamu gate Ill Hv tb outskb RVHZ ggyy7My Pressure � O _0 LL- Sal # Pfoliuct Model. Num bar or Name ProOlict Descriptor Contract Expiration Dare In HVHZ Outside HVHZ ReslStant PresWfe 2 9H5500 )Large Visas.knpaG) V'nyl 6ingta -mgVulnda..� o7rio/2o25 vas vas vas NlA 1 H5168 Fin end Flange Frame 73a621 nsukted Glees 02/162024 No Yes No •531-55 1 185 PW 73 x 72I-Ailed Glass 04/032023 No Yes No •60/40 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &gwtNw-Impact&quot Opaque 1?131/2022 No Yes No NAA V O .0-0 /E�r "_ C V Composite Edge Fiberglass Single Door ♦,y O IfnswnglOutsming: X configuration) 'Yes (n -0�1 E (2)2 b. Therma-Tru Fibet-Classic and Smooth -Star Nominal 6&ff &quot;Non-Ir pact&quot Opaque 12131/202-1 Composite Edge Fiberglass Single Door No No N/A /^1' with (Inswing/Outswing; XO, OX or OXO (D �_ L � .4'Sicelite(s) configuration.) O /� /•� 3 c Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot8.qudt Non-IrrpadOpaque 1231/2022 No Yes No NIA L � E,� �� Li Fiberglass Composite Edge Double Door vnth w uwthout Edell" (InswingfOutsning. XXa O)OXO configurations) 4 d Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#3908quw Non-Irllpict&q.a.. Opaque 12131/2022 No Yes No NJA Composite Edge Fiberglass Single Door (Inswing/Outwo r g, X configuration) 5 e. Therma-Tru Fiber-Cassne and Snooth-Star Nominal 7&939,0 &quot', Non-Inpad&quot Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Seigle Door with sdelWa) (I nsrsugfOut-fig. XO. OX or OXO configurations) 6 f Therma-Tru Fiber-Clasan and Sn.oth-Star Nominal S&#39;0 &quothlon-Impact8:quot. Opaque 12/3112022 NO Yes No NIA Flonda Department of Business & Professional Regulation Page, d, Florida Department of Business & Professional Regulation Pop 1 d1 Florida Department of Business & Professional Regulation Page 1 d1 Composite Edge Fiberglass Single Decr Building Codes and Standards 1+62021 Baking Codes and Standards 1,Sraozl Building Codes and Standards 1111=1 (Inswng/Oulmve g, Xconfiguration) 7 g. Theme-Tru Fiber -Class. and Smooth -Star Nominal 88#39;0 &quotNon-Impact&qud, Opaque 12131 f2022 No Yes No NIA Composite Edge Fiberglass Single Door An Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sldelde(s) (fra rglOutswing; X0, OX or OXO -. wntgurations) 8 It Therma-Tru Fiber -Classic and Smooth -Star Nomnal 68#39',09quwNoo-lmpadt&quot. Opaque 121311'2022 No Yes No N/A - Composite Edge Fl berglasE Double Dogr C or 6dIN or )fie .911 Data Paldrm ljrta age EnUiv a jig }]y(q Date P,,d, 20 � rya 2" Dal Pwsdna 20 wAth0u1 atichtes (Insv4ng/Outsnnng; XX or OXXO id gr mnflgurations) TYYL Verefon Manufacturer cadast Engineer 8 Ueansa Validated 6y Validated FBC Auororal A,➢ u d ;sggue ]Vgt Vsmisa Manufactures Contact Engineers Uemae Va idatad Br Validated sitMnitted FBC a ijpo=v dQef➢Y!9 $tMYr. t 71f8Z Y4L1➢II Manufacturer :rnr.ontagt Endifex8 ucense Validated at YaIIdsIM §ybmJggd FBC Aooroval MDIOLnd xggyiE 9 i-Therma-Tw Fiber -Classic and Smooth -Star Nominal 15&#3g;8&quotNOn-Impad&quot Gt-.cl 12131 /2022 No Yes No NIA AffYmetion 2020 PGT lndustrles Jens Rosoivskl Mami-Datle BCCO-CER PA. -Dade BCCO-VAL 11N52020 11052020 11/11/2020 APPr-d R-,ion 2020 kill Wind- .tad Doors Brent Stlinger Luis R Lmus. PE StevenM Lkich. PE 10108i202D 10H162020 10/192020 12115IZ20 Ape,-d Affirmation 2D20 PGTInwsMec Jens Rosowskt Miami-Oede BCCO -CER Mbml-Dade eCCO -VAL IW62020 11105IM20 11/11/2020 App-scl Composite Edge Fiberglass Single Door Catigkry!Wndows (941)486.0100 (786)315.25N Category: Wham/ (717)365-3300 PE-62514 (717)317-8454 Cacgply: Windows (941)48&0100 (786)315-2590 (Iris-grOutswmg: X ecnflgulation) SubCaegory: Flied lroscueskl@ppindustdesc Subcategory: Mudd— subcategory: Mullions Ircewskdi pgtiMusnles.e 10 J. Therma-Tru Ffber-Classic and Smooth -Star Nominal 5&#39,8 &quotNon-Impact8quot. Gfazed 12/31t2022 No Yes NO NtA Comfillsrwe Nemod! Ceitleca8m Mark m Listing om Compliance Method: Evaluation Report from a Compliance Method: Capaaarxn Mark or Lining on Composite Edge Fiberglass Single Door vAth Florida Registered Architect ore Licensed Fiend. Sldelhe(s) (Ina1A1VOu1s1n1g; XO, OX a OXO FU1243-al Products P,of-,pnd Engineer Fte92atA13RodLK configurations) tlons) Guelly A,-,- Approved far Use Approved fa Use 11 k Therma-Tru Fiber -Classic and Smooth -Star to Edge Rider taxis Do bletDow Glazed 12l31/2022 COrmposite Edge Fiberglass Double Dppr vdth or Composite No Yes No WA $sa # Product Mudd. Nurhber or Name Product 0.schntlon Contract Exdrellon Data H outside HVHZ teaav to HVHZ l3ti Vncwn FlAH5353.R& Products $tgd Product Medial. Number a Name Gusts Assurance Product Oescrlodon Contract Eumlratlon Day Auctioned fa Uaa Arxorpved for Use � Pressu 9n HVHZ Outside HVHZ Sasl4lMmS Pressure Without StionsgnawirKyOutrsMng, XX or O%XO 5 PW-5520 (Largo Missile We-) Vina4 F rdl Vvh,do- 04=2025 Yes Yea Yes NIA � a�pWedfur tlse Araovm for Use Dal.= � 1 Muaonsla All Dona antl Windows ANminum vulture OS/262026 Yes yes Yes N/A configurations) Soo M Product Modal. N1ai'ihx or Name Product Dcsaiden CaWrad Exlatalian Doc Ile M♦1 pu[sMa MVN2 feeliftsest We¢nura 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 79#39,0&quot;Non-Imps t9quw Glazed 12131 /2022 No Yet No NIA 2 5784 V.6 al Aj m6 Murk- 12/31/2024 No Yes Yes WA Composite Edge Fiberglau Single Dow {Imming(cutsw g; Xconfiguration) 13 m,Ttwma-Tru Fiber-Cfasaic and Smooth -Star N-o.178039:0&quotNon-Impab8quct Glazed 1213112022 N. Yes No NIA Composite Edge Fiberglass Single Door with Sididde{s) gnsw ro'Cialswrig, XO, OXor OXO configurations) 14 n. Therma-Tru Fiber -Claws, and Smcwh-Star Nominal 8&039;0 &quotNon-Impact"udt Glazed 12/31/2022 Flo Yes No N/A Composite Edge Fiberglass Single Door (Irrswing/Outswing; X configuration) 15 o Therma-Tru Fiber -Christ. and Smooth -Star Nominal 8&#39:0 &quot:Non-Impact&quct. Glazed 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door wth S XOat , OX OXO (Iona) Florida Department of Business & Professional Regulation page f a1 Florida Department of Business & Professional Regulation 'Q° answing/Outsvwng: F 2 2 Florida Department of Business & Professional Regulation ness onag 4 Page 3 a 15 IF Thernindi Fiber -Classic and Smooth -Star nelitgeurat configurations) aue Nominal e&#39;0&quotNon-Impactlii Glazed 12/3112022 No Yes No N/A Building Codes and Standards IANW21 Building Codes and Standards 10+9tro21 Building Codes and Standards 3f62023 Composite Edge Fiberglass Double Doer With or without SKI s Onswing/Outswing; XX or OXXO configurational Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nathaniel 6&#39:8&tuot;Non-Impact&quot Opaque 1213112022 No Yes No N/A Pt.YjalOa.RE - - - - - _ 19 Composite Edge Fiberglass Single Door with Transom (InswirgiCuts fig, O/Xconfiguratkm) -. _ _ - - .: - _ - - 16 r Therma-Tru Fiber-Cims. and Smooth -Ste, Nomnal 6911 &quot,Non-Impact&quot, Opaque 12/31=22 No Yes No NIA coilike thirty or prig owe Dole Pend, ge clod", E" or 2111 2U Die Pending pp(y S, EMIM or 291 Data Der, Pendrso pelt Canposete Edge Fiberglass Single Door All, Tvoe Version Melwfactuner contact Engineer A License validate av YalikkilyEg submitted FBC Annrovd Aggp-ypg status LM yAr.desl Manuracturr contact sul-itlad FBC Approval Jjpggyed 0.1- T t yeremn Manufacturer C-4act Enasiex&Licerae Ymd t,d ev Validated a htb mo FIBC Approval �v Status O/OXlor and Transom atiownrgl0ufsvxhg. OfXO. OIOX or) one! amormconfiguratwris) Rewsbn 2020 James Hardie Building ProWcts Inc. Chitl Backe V. Andre`.^Ten John Southard, P. E, OiPo52021 12/142020 Oig62021 dMg FBC ApPn RDMsron 2020 Alside Nick rhormeso, Lyndon F. Schmid. P.E. R Van J Kdp.. P.E. Oi/15/2021 02f132021 02222021 04ft32021 PPproved Rewsbn 2020 OAF Michael Stfeh Robert Naminen John W. KnezeMth, PE 17/19l2022 12H 1/2022 122Q2022 02/072023 Approed 19 e. Therma-TN Fiber -Classic and Smooth -Star Nominal 6&#39;8&quw:Non-Ingxad&quot Opaque 12/3112022 No Yee No NIA category: Pena Walls (909)545-8359 PE-81662 (352)387-2526 Caso KY: Panel Walk (330)922.2389 PE43409 (813)761-6555 Category: Roofing (800)768-3411 PE-59166 f954)772-6224 Compost. Edge Fiberglass Single Door with 8WCatepory: song Chad di-ka0jameshard subcategory: soft, nthahpsan@nlvde.can SudiCaapory: Aspriab Shkigbs mnknl�gaf.com Sddte(s) (In Arg/Outsawrg_ XO, OX or OXO Compliance Method: EvzWab. Ration from a e-con' Compliance Method: Fv cation Report from a Compliance Method: Evaluation Repot from a Cwtnuous Fkad and Sill configurations) FoIWn Registered Architect ore Licaised Florida Flied. Registered Architect a a Licanxd Fledde Flonda Reglsered Archttect or a Licensed Florid. 20 t. Thermx.Tru Fiber -Classic and Sn.Om-Star Nominal 88,11390 SqutA;Non-Impad&quot Opaque 12131/2022 No Yes No NJA Professional Engineer pelemkonel Engineer Prdaniemil Engineer Composite Edge Fiberglass Single Door prim Sidelite(s) (Inswingl0vtevAng. XO. OX or OXO FUH3191 Produds FLws272-RS PrDCudc FLl10174-N33 Products Continuous Head and Sill cordigurabons) fAlaitY Assurance Ack rovegfor Use Approved for Use Impact Design oualkv A,-- Accounted for Use Aagravid for Use kagi lu Qa1NV Assmraice Approved for Use Agwoved for Use Impact 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal 69939;8&quot Non-Impad8quot Glazed 12/31/2022 Gomposge Edge Fiberglass Seigle Dog rush No Yes No NIA Sea M Product Mod. Number a Name Product Descrluilon Certrati I.IrDaatlal Date In HVHZ Outside HYHZ Resistant re 9 c .� Recuet Mpdet, Numper er NoMa Product DesarlPtlon CMract Exdralon Des, ion HVHZ Outside HVHZ Reslxe d Pressure 9m M Product Model Ikea.. Name Product pea<rlodal Contrail Eadralon Demon oat Yl HVXL 4utattle HVHZ Resistant ResMlre Sdelbe(s)(I nsnMnglOutsw/ng; XO. OX or OXO 1 Cairlank Lap Siding ibar-cement lap siting 121312023 Yes Yes N/A WA 1 a&qud2T&quot. Solo Vent or Sdid Voyi Soffit 1213lW23 NO Yes No N/A 1 GAF Asphat Roof Sli for use in FBC non-HVHZ Fiberglass reinforced 342D. laminated, 5-tab ant 121162025 No Yes NIA NfA Continuous Head and Sill confourati0na) 2 HardisPknk Lap Siding sMer-cement lap aides 12 tl2023 Yes Yes NIA N/A 2 b. &qurt;Alkence T4&qudi Soffit Vnl or Send Vinyl SdN I V312023 N. Yes Nor NIA )ur Istlktlons lo hi h p ge espnelf snkrgks 22 v Therma-Tru Fiber-Classicand Smooth) -Star Nominal 8&#39.0&quot;Non-Impact8quot Glazed 12131/2022 No Yes No N/A 3 e. &qud:Grembrler'Adage Beede4&#39: Seri Vent a Sold Vinyl Soft 12/312023 No Yes No N/A Composite Edge Fiberglass Single Door With 4 d. &qurt;058Wd; Sault Vent a Sand Va yl safe 12f312023 No Yes No WA S clelie(s) (I nsMAng/Outswi g; XO, OX or OXO Continuous 5 e. &q.ctchatar DaUquet; 6offt Vent or Shcd Vinyl Sent 12/312023 No Yes No WA t� 23 wTherma-Tru Fiber-Classb and Smooh-Star Head and Slit configurations) Nominal68#39;0 &quot;Non-Impact&quot Opaque 12/3112022 No Yes No N/A 6 1. &qud;Super Span8qutA; Soft Vent w Solid V yl 6dN 12/312023 No Yes No N/A 0 .-.. `O Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (InswnglOutsyo g, XX, XXX or Y,)= configurations) co W 24 x.Therma-Tru Fiber -Classic and Smooth -Star Nominal 89#39;09quot;Non-Impactilquot Opaque 12/3112022 No yes No N/A c Composite Edge Fiberglass Door ParkatvAth nted •_ S cielrte(s) { nssweng/Outswng X)( )O(X or X)XX R O cienfgurabona) a 25 y. Therma-Tru Fber-Classleand Snmom-Star Nominal 6&039;89quct Non-Inlpad&quot Glared 12131/2022 Composde Fiberglass Door Panels Varied No Yes No NIA (.i CD 2 Cog vAth w &delim(s) (InsWriglOuta vkig; XX, XXXor X)OX Florida Department of Business & Professional Regulation page I or Florida Department of Business & Professional Regulation Popp a1 Florida Department of Business & Professional Regulation Pace of to 40 0 ns) Building Codes and Standards 1042021 Building Codes and Standards I011I Suildi Codes and Standards � 1ay2021 to C-4 t 26 z.Therma-Tot Fiber -Classic and SnxlotMStar Nominal8&1139.OSquot;Non-IrI'pact&quot Glazed 12t31l2022 NominalB No Yes No N/A y'O O J Composite Edge Fiberglass Dow Panels with Vented Q tl'V siaelae(s) pnsw4ngloutsvrhg-, xX xxxa xxxx confgurahons) Product Approval Application Detail Product Approval Application Detail Produfct Approval Application Detail Oi y 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39.8&quo:Non-Irrpact8quot. Glazed 121'3112G22 No Yes No NIA W Composite Edge Fiberglass Single Door with 36#390 rn ._+ _ - - '. - - 1 :: - 2.-- - - Sidefi e(s) 4nsrAnglOut- g; XO. OX or OXO _ con urations 29 t E' or 2ti 291 Date Prndno 1w, 4gdl Entity or pa(g 20 DAe Pxldnp �4 S49a Entity �! �! Date Pmdln F,o V - 28 zb. Therma Tru Fiber-Classk; and Smooth -Star Nomiml6&#39,8&qura;Non-Irripact&qudt Glazed 12r3l/2022 No Yes No WA mm Version Manufacturer contact Endneer#, License Validated av Validated „tied FBC Approval &g➢fmaal AUWL repo Vmigu Manufacturer Contact Endraeerfl Licehae Validated If Yyltl� t1 Fad Amrevai ll➢r#aJug Status, yam. Version Manufacturer ca,t.a ecxser&udr,ai Validated av� vatla,me sudnMeed FAC Approval JMiwovod alai <us 3 Composite Edge Fiberg Lase Double Door with R.,A l 2020 TAMKO Budding Products LLC Kerri Eden Robert Nk:minen John W, Knezevkh, PE IM412020 09/292020 ibilmom 1211SM20 Approved Re -ion W20 L V. Thermo", Inc. dba Thompson Architecture Tony Christman Zachary R. Priest Steven A Urlch, PE 0911T2020 09l62020 09r=020 12115rz020 Appraxed Rewskn 2020 Florida Meth Protluets Inc. Clark Jones James L Buditer. P E-@ Steven M. Urkh PE 0921/20M 09252020 10/042020 12/16,2020 Approved 3&09,09idelites(In-rignOut-ing; O)0O Category: Ropes (417)624-85" PE-51)166 i954)772-6224 Metals Company(TAI I f613)246-3456 PE-74021 Of T)317-8454 Catepary: Fooling (904)783-8400 CBUCK Engineering (717)317-6454 Hit C O 29 zc. Tharrla-Tru Fiber -Classic and Smooth -Star configuration} Nominal 88#39;0 &quotNon-Impact&quok Giazod /2131/2022 No Yes No WSubcategory:derN A Subcategory: uns rcatepouy: x_en emwm knea C Roofing totyCoome g teaoonn coot subcategory: RDfing Acoaseorias that an oare dark@namco com PE-31242 Composite Edge Fiberglass Single Door with 3&939;0 Corpllanoe Method Evslusten Report tom a SubCate dary: Roping Aeeessories that are an Integral Part ofthe Rooeng system d. O Sidelif o tiewing/Oiutsvwrg, XO, OX or OXO Fieddes Registered Aretntad wa Licensed Florida integral Part ofill. R-ing System Compliance Method: Evaluation Report from 4 = C configuration.)O Professional Engineer Compliance Method Evaluation Report tom a Fierce Regstered tvcnnrsd Licalsed FlRends,Prdesslmal Flonda Reglalered Architect er a Licensed Ford. G 30 zed . Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#38:0 &quotNon-Impact&quot Glazed 11/31/2022 No Yes No N/A as Engineer V 0. Composite Edge Fiberglass Doubt. Door with FLet 23Z9A9 Products Pi fa.acr d Engine. 3&#39,0 Sidelines In"un /OubtAn ( 9 g' OXXO quality A-,,,, Ao... vdfat Use Approved for Use limited, pei�6 FLAn691SA3 Products FLe{2'158a-R2 Products configuration)hrddNA&MroraC 0tg$ Product Model. Num6wwName Product Desalolfon cordractEmMdkn Date ja}�Jjj Ou1aWa HVHZ }�pJpy& plg�gLq Approved Use AQuiside, falls. �giSi J� 31 ze.Therma-Tru Floor -Classic and SmmthSYar Nominal 78#3908quotNol>-I m(@cffig1�, 5nek. 1213112022 No Yes No NIA Quality AIMND skillitoHyHz Use ApprDYde forHy Use ptatm affix a ROd1ct Mndel-ia:RV Product Da Cortra1 on Data at Xo Olrltlda HVHZ FIVI Series Cc oste Edge Glazed Fiberglass Single � Bat 9 9 i TAMKO Root Untlerlayments (HVHZ) Rod undenaymmis for use m FBC HVHZ C&292023 Yes No N/A N/A SeD k Noduri Mad. IAmhv w Nrme Product Canalization C[y9ract E[oaalkn D#a ukdAssuwLe i I 1 Duasklc HVHZ Resident Baataj� Pnssurt 3 3- FLAtACO dquot�RV 10 Rime VeN&quid: 1 Ridge edge Vents AWminurn Ridge Vents bit ptahed rook fabricated 12/372024 131 W2 No Yes N/A Door vAm w without I Sii3gsdelde(s) (In9winglOutswhg, X. OX XO or OXO configurations) 2 TAMKO Roo! LhderlaemnenlslNON-HVHZ) IMiidctkMa. Rod undensymenrs for use h FBC nm4 4V14Z 06292023 No Yes N/A NIA i TAMCO Fla Top OR-Podgo Vent with Beft for T14 26 ga. state roofvan8etor min battle 09/O9/2026 Yes Yes N/A WA from 0025'Aumwum lunsociiena. 2 3 TAMCD Goeieneck on TAMCO OR -Ridge Roof VaI[ �rith Bask 26 ga. 09MM26 26 ga. vatic roofvennlata a.Mh integrated bat0e 09(082026 No Yes Yee Yes WA N/A e01-525 N/A 4 TAMCO Round Top OR -Rage Vent with Baffle for nk 26 ga. static roof,mort lator min battle 09/062026 Yes Yes WA NIA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Popp at Florida DepartmelM of Business & Professional Regulation Pagel a3 Florida Department of Business & Professional Regulation Pagel ar Building Codes and Standards Ir=21 BuildingCodes and Standards 1r2D2, Building Codes and Standards ]!6/2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail EntItY2r Date Date Peticirso - S-0.9t .Data pMl Sc4g! EMN or net, Read- 1iM! £g44 116ty or �735 �4 Date PMmdrn ppq FL116259-R31 jtga Y1a3ig2 MarsUfxtura Sd1a9a➢t Erchaer&Ucrose yaedad IN V subntged FBC Aoproyat 9P1�ffi9 Status T� Version Manufacturer g➢L� EJiaime &U.- Vdklalad Uv Y103r2O2 �I020 FBC Approval 1MU20 ff §f�E eoaact Giduwx&Llcaaa Vtltlated av Vd".d Submitted IAcoroval Agla4Y4g Rensysn 2020 LOmanw Katrina xJky Janes L Huekne. P E. Seven M union, PE 11232020 112320N1 11292020 ring FBC Appr, RewaiDn 2020 Baal Roahp Mdersm Robin i.APelO unRam EyaUation Gary W. Walker 11/03l1020 11102020 11/D572020 Approved R- 2020 ReNskXi 2020 Glocal rotes panel Protection Protluds. LLC. Tin Robinson Miter A. Tla Jr. P.E. John W. Kn ezevich, PE 091382020 09/082020 iD1012020 12/152020 Approvetl CD Code )sn[i[V� Date �,Q Imo. Date Status Cafspay: Rodng (501)983-6163 PE-31242 (717)317-8454 Cat Rdwln .gay: p (801)380.6091 $eM<ea LLC. (205) 856 01ra0 Ca.gay: 9funen IB541689-7543 PE-41167 (554! iT2-6221 TyjSe Version Manufacturer CDrrtatk �pgrneer& Validated By Validated Submitted Poe�n�d�it.�. Submitted 19uituug. �prOVBd Approved SubCdapmp: RoMng Accesaaies that fie an k.1ityi@IemancO din S1411.1ti y: Rein Ties RcbinAnd6non@baai.c0 aubCaepory: Sam Pees mrotinson�gppea o Revision202C POLYGLASS USA Maur,Alpert, y License JohnW. 10/26/202010/22/2020FBC 1211512020 I ntegrM Pan Of the Roohng System CanpllenceMathod:EWuetonRepd1a. parse Method! Evdudim Re noma p°" Product E Entity m CanplWusMefhod:EvactoaiRepantroon m Category: Roofing 59542331330Smalpert�polyglass.00m RoberlNieminen Knezevich, PE 2iRRfQSt;3l FlaitlaRerynercaArchitectaaLkensedFlaVia eluedo Flaba Regiata edA mtect a a Lknsed Fb dal PrdeaslonalEngineerChili Subcategory: PE-59168 (954) 772-6224 11/01/2020 Pmcfo»Iona FLIFISIM12 Products Underlayments PLa17202-Re waducts oualltvAssranee Acproyed for seta Approved fair use jttplact Design FUiSlfri BProducs Compliance Method: QmaliyAssidrate, Quality ArmrowtllDrUse ApproyetltorUse Imced DealBl ( is Radaxi MDd. Numhx. tam. Saxmy-Snake. star.,Caunty. --pntOldEnglish, Red,<t Dascmdlon Cordial F�idnliDn Data FlatProlle- DanverCO 2312020 M HVHZ No outside HVHZ Yes Rosedout N1A Rh=su• NJA GuaiHAsanonce MwovediarVsa AppfoyedlaUea broom Dee- Sao# Product Model .NuftworName gp ggintiop Contract ExviralrmData in HVHZ Outside HVHZ R-,I,m Pro,- Thatch Samp:Impact Affix Product Mod- aAeriaxaName Product Oneldlan Contract Etailmaloas data In HvHz dnsld,NVIQ jtoslNalt P3,,- a Florida Registered 1 Deck -At 11 DA4 or TRI-Built Deck -Air DA 4 Lea, Profile, Ppiyp,.pylenr Pkak, Roof Vent 12f102025 No Yes No -97 5/-97 5 17 Saxony 600- Side, Shake &amp: Split Shake Flat Profile Stockton CA 12/312020 No Yes NIA NIA 20 Gege Gdvanued Sus Stam PehdexHVh2 Colugated Galvanized Steel Storm Panels retained IA31/2023 Yen Yes Yes N/A Arch itect or a Licensed MedhanicatyAttached toPlyscodDo& iB 19 Sucey600- Sets. Shake &amp:SPIRShake Saxony 700- Shake, sea &..P: Split Shake Flat Field. - Rialto, CA 12nI2020 Flat Proele- Stacktm. CA 121312020 No No Yea Yes NIA NIA WA N/A 2 24 Gage Galvanized Steel Storm Panel&NHVHZ mnot bytracts toprwidehurricane protection, Co'NgaNd Galvanized Seel Storm Panels 121312023 NO Yes Yes NIA eallsee-i Florida Professional Engineer 20 27 Salary TOO- Shake, State & amp: Split Shake Tan Espana l Barcelona Flat Pronto - Flat, CA 12f31f2020 High Proale-Katy. TX IW312020 No No Yes Yes N/A N!A N/A NJA retained or not by tracks to prwida hurricane protection. 2B Me Low Ref. - Ka Iy. TX 1213IQ020 NO Yes NIA NJA FL#6259-R31 Products Name Contity,ra Assuming e In WM ad for Use Product Contract Exd air Ion jdl, AWnOutside OtXside eat for UEs NVNZ Resistmx Resistant Ded Press l Pressure sk- k Product Model, Nurnber or Description 1 Polyglass Roof Underlayments Rootng underlayments VY2112022 No Yes WA 4WAi-622.5 1 Pciytlldss Roof Urderlaylnents (HVHZ) Polyglass roof undenaymeMs for use in FRO 12232023 Yes No NJA N/A HVHZ jurladictilxls. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglaw roof underlaymerts, for use in 12/2312023 No Yes WA 4WA/-622.5 O FRO non-HVHZ judsdktions. Florida Department Business &Professional Regulation t Polyglass Roof Untlerlayments {HVHZ) roof ungenaymerlts for use in FBC77l232C23 Yes No NIA NJA. of page 1 a 1 Flor dal Department of Business 8 Professional Regulation Page t at Florida De rtme i of Business &Professional Regulation HVHZ HVHz furiadkbons. Building Codes and Standards lnsrzoz2 BuildingCodes and Standards +n2o21 Building Codes and Standards �r2Dz1 Ler for Yes NIA •NIA/-622.5 � 2 Polyglass Roof Undeffayments {non-HVHZ) Polyglass roof and arlayments, use n 12J23/ZC23 No FRO non-HVHZ judsdic4lona. Product Approval Applkatlan Detail Product Approval Application Detail Product Approval Applicator Detail ^ 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymerts for use In FBC12/23/2023 Yes No WA N/A HVHZ jurisdictions. 0 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass rl3gf urdenaymeMs, for use in 12l2372023 No Yes NIA 4N1A1-622.5 Code - Entity or 211g palg Data Pandina 21{g, 92111t EmNU Dr )rya pat DMe Pendne paLa FRO non-HVHZjunsdlctiDns. TT. Version Manufacturer Contact Enaimier&LicelKe Validated By Validated Submitted FBC Approval Approved Status Version Manufacturer Contact Hiner&Licmee Veadaed av via9ffiiy Submitted FBC Arcrpva BggL,d $�q Toga Eilnty or 2" 29 1 Data Pxldnn � ♦eeer+ 1 Polyglass Roof Underlayments {HVHZ] PolyglHVHZ ss roof aymeMs for use In FBC17J23C2023 Yes No NIA NIA Reston 2020 All American Sh utters and G lass Mike Barbieri Frank L Ben nand., P. E Troy Bishop. P. E. 10128/2D20 1011512020 11f0512020 12/16/2020 Approved ,Maya Revision 2020 Alpine Stuart Lewly ICC Evaluation Servke. LLC WIN-M. RniaL PE 10/812020 102212020 111J52020 11105/2020 Approved V-- R.0- 2020 Manirfecturx Commercial Concrete Ratlucus.lnc. Coact Envineer A,LI- Validated Robert Gills So -of A Greenberg John Hoy Validated Fes,Approval Agwovsd Status 1v1612020 12J1rx2b2o 12r292020 FBC 2 Polyglass Roof Underlayments {non-HVHZ) HVHZ purisdktions. junspiborns. Polyglass roof underlayments, fox use in 1212WO23 No Yes NIA +NIAI-622.5 Category: Shutters SubCat igory: Storm Panels (561) 712-9882 PE-0046549 (954) 947.0860 mlkebQatamer.anshutte catepay: Sruclural Components subcategory. Truss Pate, (321) 710-3377 (407) 681-1917 slawm@. p1n.Jhe cum Category: Structural Components fall 3) 059-3707 PE-34245 052) 588-5311 ring Appr, FBC non-HVHZ )urisdicUorts. Compliance Method: Evaluation Report from rs.wm Compliance Method: Evduetian RePort Mom a BMiCatagory: Products IMroducad as a Result of Ner Tedlresogy Pe .gater@yahoo.com Florida Registered Architect or Licensed Florida Product Evaluation Entry Compliance Mxhotl: Evaluation Report from a Prdessronal Engineer FUH 99&RT Products Florida Registered Architect ore Licensed Florida Pesa.a rdd Engneer O FI.N1 TB69-RS PfOgUti4 dustily A.--. ApwovedforUw AW,-dfor Use sprout DeiWn L Se Jt Product Model, Numb" w hiame Quality Assurance Aporovedforthse Amroyeafor Use Impact design Product Description Contract Expiration Date in HVHZ outaldo HVHZ Resistant Pressure sea# 1 Prodltt Model. Number or Name ITW BCG/Aplm Higher Strsngth tH&amp. S) Product Ceserlodon Contract E)tcinten Dee l iCormecter Pot. 12/312024 In KOZ Yes outside HVI4 Yes Resistant NIA Pressure NJA F121774AE Prodxtc Oualar 0.ssv- Approved fa the Avwowd fa use hanaagt din 1 24ga GaNanked Steel Storm Panels 24ga Galvanaed Steel Storm Panels 12/31r2022 Yes Yes Yes WA 2 ITW BCGIApIne Hoge Rate Metal Connecter Plate 12J312024 Yes Yes NIA NIA sea# Roomer Model. Number or Name Product DemerImm Contract Exoiratim pat In HVHZ OuAsttle HVHZ Rtam( PNgWM 3 4 ITW SCG/AO: TO: ITW BCG/Apir,e Wave Meta! Conntttor Plate Q1312024 Metal Connect. Plot. 121312024 Yes Yes Yes Yes N/A N/A NIA N/A 1 QualityProtesta Commercial Concrete Products Proasl and Prestressed Concrde Untels 05252024 No Yes H/A WA m L) Florida Department of Business & Professional Regulation Pao 2&2 Florida Department of Business & Professional Regulation Page 1 all Florida Department of Business & Professional Regulation Page 102 L.L Building Codes and Standards 3B 2cz3 Building Codes and Standards a 42D Building Codes and Standards 9M2021 Product Approval Application Detail Product Approval Applkallon Detail Product Approval Application Detail O Fl.atte7Aid .. nanasatx _ 1 - S292 EnMv w Qa1S p36.s° Date Pandrao Data Entity ffi4 Date Dag Nodding DaS-t i99tEntity 291 2111 Date Pendm 21M W 7o;ke Rewsxm V.A.% Manufacturer 2020 10i76k the Cooled brdnsr&U.- validated av Erin Wsuden ICC Evaluatim Sarwre. LLC ICC Gv 1u tit Servs:a. Validated 01A32023 Submitted F&C Approval Alow.viol 12r DM22 01103r2023 status APaoyed um Version Reyr - 2020 Manufacturer Weyerhaeuser Sftmeet Er,, -,-&Us- Validated ar Rod seem, ICC Evaaatim Service. LLC In LMra. P.E valued substrates! EDC Avorova Aoomved Statue, 02.0212021 10n3f2020 D21*03/2021 Approed mm vendors Erdn-&Lk­ Valiued9 Va49nt9 Sibsultell FBC Aosoval AcomfIQ9 1E911d Cal.gSubcay: ra,ury: Taal CompPlot- en9 LLC '952) LLC Category: is Category: S et.'al -I CDed Rdea t BeKk 78 (BOB)839.3288 Rdhert BakMn Af -amod 2020 Apha Aumhum, Inc. Category: Pares Walls Joke Silva Lun R, Lomas Steven M. Urkh. PE i401i 505-2008 PE-62314 (717) 311-8454 11M OM20 11/162020 111.202020 Apprwed subcategory: Truro Plates -sal en@rm89&8635 en@mil coot 599.9800 y: Engineered Lumi Lwrdxer .user c.n SubCabgary: SORits aanaalumnunmc@yano z Compllmaa Method: Evzustim Report from a Compliance Method: Evakiatim Report from a Mel Evaluation Report tom a o. coot J Product Evnluelion Entity Rotluct Evaluator EntityConpllanee FKKda Registered Architect or a Licensed Florida FL12197•R79 Products FL#B52T4I1 Products Prohnstonel Engirea Z 9uatts As,-- An roved foruse Awroved to use timaa&l )t also Qug* AsauraTcc Argrowd for Use Approved for Use Impact Dos Li FL#10644A5 Product, Q A A Product Mudd lhanbar or Name Produce Cnorlotion Contact Exdratim Date M HVHZ OW;ide HVHZ Resistant P)p}35Lg Sed d Product Modal. Number, Mama PraWd Deecrodon Contract ExoHaion Date tin IYHZ Outside HVHZ 8tgja(aui Pressure ouaorMlc av Asse Approved for Use Approved for Use Impact Distant J 1 M18AHS 18 ga. high strength truss connector ate 12r312024 P Yes Yes NIA NIA 1 Mkroltem LVL Laminated Vanes Lumber 03/312023 Me Yes NIA N/A Sao p Product Mod. Nu cob, w Noma J�gt,t q Cwaracl Exvirale Daly m H»IZ Outside HVHZ gasijtar, Prxs im. a 2 ga. high strength buss cmnedor plate 12/31=24 Yes Yes N/A N/A 2 Panikm PSLand Lumber 03/312023 No Yes N/A N/A 1 07f302023 No 3 "1 if MII 16 le i6 gal, buss connedOr plate 12f311202A the Yes Yes NIA N/A 1 4 TmDHShBnd LSL TJ Rim Board d Strand LAmineted $trnntl Lumber 03f312023 Lamllelinated Struduntl Composite Winter or Oriented Strand 03/312023 No Yee NIA NIA No Yes N/A N/A Alpha Alurknum SNitl SBmD'. 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PA 1. 2 - �e CA (0 U _0 N Q OL Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp Uptlfl[etl 12302020 � Sim son Stron Tie 2020 FBC A roved Products P 9- pP Updatetl 1230f2020 � Sim son Stron Tie 2020 FBC A roved Products p 9- pp Updated 12f301N20 Sim son Stron Tie 2020 FBC A roved Products p g- pp Dpdaetl,2f302e20 Q O ® For direct Inks to all SST approvals fisted below, CLICK HERE. ® For direct links to all SST approvals fisted below, CLICK HERE. For direct Inks to all SST approvals fisted below, CLICK HERE � For direct Inks to all SST approvals listed below, CLICK HERE N /1 0 L.L.. �F For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice M Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Marrti-Dade CountyNotice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NON. CLICK HER . For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK HER E W FL#2355-R7 FL#f 0446-R6 FL#10456 R5 11 HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3• =3 Co co N 9/16" and heights ranging from 45116" to 11" Concealed flange „Qd&l Product Model. Number or Name Product Description §gq jj Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or O O "L 1 Trillion Stainless Steel Concrete & Masonry Screw (T7N-55) 114" diameter Titen stainless steel masonry screw 1 A21. A23, A33, A34, A35.. A44 Angles 1 ET, BTB, STH Brick Ties greater than3-9116". - O L 0 O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 5_ 777 3 AP844, APB44R, APVB66, AP866R, APB88.. APB88R, AP61010, AP61 DI OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, C518, C520, C522 Coiled Straps 518" and heights ranging from 9.114" to 16" O _ FL#9589-R6 APV644R, ANV668 APV886R, APV688, APV888R, APV61D10, APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3.83-SDS, LGU525-SOS Face -mount hangers ICU Q f. a 4� Co 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q O Seq X Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate fie 15 LUC26Z, LUC21 OZ Face -mount hangers "U E O 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610. APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z1 H16.. H165, HIS-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U L 0- 2 SD9112, SD9212: SDI0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15116" . _ (n O CU 0- 3 SD9112SS, SD9212SS Strong -Drive ED Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SOS, MGU5.25-SDS, MGU5.50-SDS: MGU5.62-SOS, MGU7.00-SDS Face -mount hangers CU �_6 -1F 4 SDCF22434, SDCF22512 SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Dive SDCP Timber-CF Screw 8 SVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2.2-SDS3.. HSS2-3SDS3 HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16 to 5- 1- V / Q SDCF221134, SOCF221334. SDCF2719'S8, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HS72 HST3 HST5, HSTB Straight Straps 1/6" and heights ranging from 6-15116 m 19-1YY'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700T SDCP22858. SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HT816, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ15KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL.. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400. SDHR27614 SDHR31400, SDHR31614 Strong -Drive SDHR Combo•Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-911&' and heights ranging from 3-1116" to 13-314". Flo 7 SDS25112, S0825134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, F06 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21.. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SOS25600, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SOS25200SS, SDS25212S8, SDS2530OSS, SDS25312SS Strong -Drive SIDE Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 1­12A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2.518" to 11.114" 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTedown Straight Straps FL#1W07-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FLUID667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC76 Sleight Straps Sec # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6663 Pre -Bent Straps Qd l Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rods 22 LSW.. LS50, L570, LS90 Skewable Angles 24 MSTi26, MST136, MST148, MSTI50, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwislStrap 118" and heights ranging from 7-1/8" to 30'. 3 SP3/8-2, BP1/2, BP1/2-3, BP5/8-2, BP5/8-3: BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ. LSSJ281.2. LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3/8, CNW112 CNW5/8, CNW3/4, CMW518-112, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2 1, LSSR2 37, LSSR2 56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD65. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 SP1. SP2, SP4.. SP6, SPS Said Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTU03, RTUD3B, RTUD4, RTUD41B, RTUD5. RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie "" and heights ranging from 9-1l4" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU2B, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5. SS3, SS4.5 SAid Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1 PP'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, TB27, TB30. TB36, TB42, TB48. TB54, TB56. TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC222, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TW614 Wall Bracing 1f4" and heights ranging from 11-114" to 32". 12 URS5 5/S" Uplift Rod Run Tiedown System 34 STC: STCT. DTC_ HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1 W' to 6-718" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100. WBIDOC, WB126, WB126C; WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB sores hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" sea x Product Model. Number or Name Product Description Soo X Product Model. Number or Name Product Description 1D HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sort # Product Modal. Number or Name Product Description 1 CBH2.37x5 5, CBH2 37x7.83. C13H2.37x9.75 Concealed hangers and heights ranging from 10-112' to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HD08, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9f16" to 3-9118" and heights 7/8" and heights ranging from 7-112'to 37' 4 HOU2, HOU4. HDU5. HOU8, HDU 11. HOW 4 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63SDS, HGU5.25SDS. HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25 Face -mount hangers 118" and heights ranging from 14" to 33' 6 LSTHD8, LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1 51, HHRC44, HHRC5.25f3.25, HHRC5. 37131Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SOS 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- 9118" and heights ranging from 18" to 28" 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1 .81, HRC22 Hp Ridge Connector $18" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26. LRU28 LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50•SDS, HHGU5.62-SDS, HHGU7 DO-SDS, HHGU7 25•SDS, Face -mount hangers 3-9/1Wand heights ranging from 5-3J8" to 13-1/8". 10 FA118, PAi23, PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28 LSSU210 Light SlopeabefSkewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDIDRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410. HHUS5.50/10 Face -mount hangers 112" and heights ranging from 3.7116' to 15" Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24, TC26,. TC28 Truss Clip HHUS7.25l10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422 THA426. THA422-2, THA426-2 1/8" to 5-1f8" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- A: 12 THAI1.81/22, THAl2.08/22, THAl2.1122, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed Flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.318" to 28" as 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- i 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/8" to 32' a �p 15 THJM2-4-SDS3; THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9116 c, 3- N 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19.1/4". Concealed flange 5/8" and heights ranging from 9.118" to 16' 17 VPA2: VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 J8 series hangers Top flange hangers available in wdth of 1-9116" and heights Z rn t=o a 18 VTCR Valley Truss Clip greater than2-9116" ranging from5-3/8"to7.114" y v 10 HUCQ1.81/9-SDS, HUC01 81111-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights X 40 yr SOS, HU00410-SDS, HUCQ412-SDS; HUCQ525/9-SDS, HUCQ525/11-SDS, HUCQ610. ranging from 9-3AS" to 13-1f8" 3 a as SOS, HUCQ612-SDS w is m a m w am rb COMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 T a Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 c+ ® am For otrect Inks to all SST approvals fisted belav, CLCK HERE � For direct Inks to ell SST approvals Wed belau, CLICK HERE � For direct Inks to all SST approvals listed belay, CLICK HERE � For di Inks to ell SST approvals Wed belvee. CLICK HERE . For additional information regarding Florida's Statewide Product Approval System and Maud -Dade County Notice of Acceptance (NOA), CDCk HERE For additional information regarding Floncles Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA). ' LQ H R For additional information regarding Florida's Statewide Product Approval System and Maw -Dade County Notice of Acceptance (NOA), 1�. " For addtonal information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA}, LUCK HERE. 21 LB series hangers Top flange hangers available in wmdth of 1.9116" and heights FL#1146a-RS 18 S/LBV1.56, S/LBV1.81. SILBV2.06, SILBV2.37, SILBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". SILBV3.56, S1LBV3.62, SJLBV4 06 SILBV4 12, S/LBV4.28, S1LBV4.75. SILBV5.60 6 Strong -Bolt 2 (ST82, ST82-4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights §KA Product Model. Number or Name Product Description 19 SILTT20,. S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowrons steel and Types 304 and 316 stainless steel ranging from 9-316" m 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S1MST60, S(MST72 Straps 118 mil (10 ga) 7 Titan HD (THO-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4: SP6 Stud Plate Ties avaLable with hex head in carbon steel and Types 304 and 316 7f8" and heights ranging from 9" to 33-112" 3 HUCO210-2-SDS, HUCO210-3-SDS, HUC0310-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, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel Cn 718" and heights ranging from 9" to 32-112" 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tifen HD Rod Coupler (THD37634RC, TH050934RC) 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, THGW34 THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25158RH, THD537158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24" TH050234RH, THD10212RH) 26 PF, PFS, 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 3-38" to 7-1/8" FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in vadths ranging from 1.9/16" to 7- Sad M Product Model. Number or Name Product Description Sea X Product Model. Number or Name Product Description FL#16230-Rid 118" and heights ranging 9-114" tc 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3 62-SDSHDG, CCQM4.82-SOSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62SOSG, CCTQM5.50-SDSG, CCCQM3.62SDSG, CCCQM4.62-SDSG, 5eo X Product Model. Number or Name Product Description 3 H16, H18S, H18-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-RO 4 HETA12. HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-K1, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3 62G-KT, Masonry Per Caps 2 ET -HP ET -HP Epoxy Adhesivefor masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT.. ECCLLQMD5.50G-KT. ECCLRQM03.62G-KT, ECCLROMD4.620- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry Product Motet. Number or Name Product Description 6 HGAMID, HM9 Masonry retrofit connectors KT, ECCLRQMD550G-KT . 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry +� 1 ABA44. ABA44R, ABA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHETAIQ HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00. HGUM7.25. HGUM9,00 Heavy Masonry Hangers 5 Titen 2 (171,12) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABM ABU5.5 ABU5.6 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3 LGUM26-4, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Tden HD (THD•H4SS, THD-H6SS, THD-CS6SS) Tden HD Heavy -Duty Screw Anchor for concrete available in 304 ABUSBR, ABU1010 ABU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 sbainess steel with 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16. META18, META20, META24. META40 MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12f925, MBHA312J11 25, MBHA3.56f7 25, MBHA3.561925, MBHA3.5811125 MBHA3.56111.88, MBHA3.56114, MBHA3.56/16, MBHA3 56M8 MBHA5.60lT 25. Masonry Top Flange Beam Hangers 7 Titen Turbo countersunk head U) 4 AC4, A04R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC41R, 5C6, BC6R, BC8, BCS2-2/4.. BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16.. HTSM20 Twist Strap for Masonry MBHA5.5D/9.25, MBHA5 5011125, MBHA5-50/11 88, MBHA5 50114, MBHA5.50116, 6 C944, CB46, CW, CS66, CB88 Embedded Column Base MBHA5.50/18 CIO 7 CB5Q44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBSQ86-SD52, CBS088-SD52 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56111,88, MSHU3.56114, MSHU3.56/16, MBHU3.56118, MBHU5.50t9.25, MBHU5.50111.25, MBHUS-50/11.88; MBHU5.50/14, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9.112" and FL#11496-R5 W2 ranging from 3-5f8" to 7-112" MBHU5 50116, MSHU5 50/18 §gg l Product Model. Number or Name Product Description 0 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screened column caps with W1 ranging from 3.114" to 9-1/7'and Sed 8 Product Model. Number or Name Product Description 1 X34el016.5K, X1 S1016, Xi el016-4K, X01S1D16, XQ1810164K 410.16 Strong -Drive X Metal Seel -Drilling, Tapping Screws with #3 L� W2 ranging from 3.5f8" to 7-112" 1 DTT1 Z Deck Tension Tie Drill Point � Q 10 CPT44Z, CPT66Z, OPT88Z Concealed Post Tie ease 2 H012; HD19 Bolted Holdowns FL#13475-R6 2 XLQ114T1224, XLQ11481224-2K 412.24 Strong -Drive XL Large -Head Metal SeH•Drilling, Tapping ^ 11 12 EP844A, EP844, EPB46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B. HD58: HD7B. HD9B HTT4, HITS, HTT5-314 Bolted Holdowns Tension Ties Seq # Product Model. Number or Name Product Description 3 XM0114S1224, XM0114B1224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM m Mediu-Head Metal Seel -Drilling, O 13 LCB44, LCBW Embedded Column Base 5 LTT19, LTT206, LTTI31 Light Tension Tics 1 SDW22300, SDW22338, SOW22438, SDW22458. SDW22500. SDW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22634 4 X0114S1224. XQ114B1224-2ZK X114S1224, X0112S1224, XQ112B1224-2K #12-24 Strom Drive X Metal Set-Drillin Tapping Screws with #6 9- 9. pp 9 Drill Point v 15 MP844Z, MPB66Z, MPB88Z Moment Post Base 2 SDWCI5450. SDWC15600 Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46, PB66, RB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH1960OD6, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016. XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling.. Tapping Screws with 17 PBS44A, PB546. PBS66 Embedded Post Base 4 SDWH2740DG. SOWH276DOG SDWH27BUDG, SDWH2710DOG, SDWH27120DG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 16 PBV61PBVIO Round Post Base §gig t� 1 Product Model. Number or Name SB7/8x24, SB1x30 Product Description SIR Anchor Bolts 5 6 SDWS16212, SOWS16300, SDWS16312, SDWS16400 SDWS19800, SOWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS22600. Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw(Intenor Grade) O 19 PC44-16. PC46-18, PC48-16. PC64-16, PC86-16. EPC44-16, EPC46-16, EPC48-1B, EPC84-16, EPC68-18 Post Cap 2 SB518x24, SSTB16, SST620, SSTB24. SSTB28, SSTB34, SSTB36. SST616L, SST620L, SST824L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 -Drive FL#35320-RO L 20 PC4Z. PC4RZ, PC6Z, PCBRZ, PC8Z, PCBRZ, EPC4Z, EFC4RZ, EPC6Z, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS224000B SDWS2250ODB SOWS22800DB, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDVVS22100DDB §iW Product Model. Number or Name Product Description 21 PPB44.4Z. PPB44-6Z Post Base 8 SDWS22312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector W 22 RPBZ Retrofit Post Base F4#13872-R4 9 SDWS2730OSS, SDW'S2740OSS, SDWS27500SS, SDWS2760OSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5. FC845 5, FCB47 5 FC849 5. FC8411 5 Bypass Framing Fixed -Clip Connector jnv SDWS271000SS, SDWS27120OSS 3 FPHSD34S1018, FPHS034B1016, FPHS034B1016-5K. FPHSD3451214, #10-16 and #12-14 Strong -Drive FPHSD Framing4c.CFS Self- V Sea X Product Model. Number or Name Product Deseriptlen 10 SDWV13400 Strong -Drina SOWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14. CS16, CS18: CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC&25, SFC2 25. SFC4.25, SFC6 25 Steel Framing Con nector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 6 LSSC4.25, LSSC6 25, SSC2 25, SSC4. 25. SSC6. 25 MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors Product Model. Number or Name Product Description MSTI48, MSTI60, MSTI72, SJMST27, S/MST37, S/MST48 MSSC4.25KW, MSSC6.25KW < I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, 15. RCKW3S. RCKW5 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 9a) 7 SCB43.5, SCB45.5, SCB47 5, SCB49.5. SCS411 5, MSC845.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6. GH48-8, GH410-6, GH410-8, GH66-6.. GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA211 LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 got) §W Product Model, Number or Name Product Description 8 SCS32-5197. SCS62-5/97: SCS62-51118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GH61D-8 6 LSUBH3.25. SUBH325, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885: AS 1836 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wail Slide-ClipConnector 4 GLB5A, GLB5B, GLB5C. GLB5D, GL67A, GL675. GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 A5 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTSIS, LTS20 Light Twist Straps Straps 54 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGLBB. HGLBC, HGLBD Heavy Gluorn Bearing Plate 9 MSTA30. MSTA36 ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40. MSTC52 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MS7C66, MSTC78, STS236 Straps 68 mil (14 ga) Screws LIJ 8 UFPIO-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18. MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016, X0181016-4K, XQIS1214 X0161214-3.SK, XQ78S1224, X07861224-3K, 410-16 #12-14, and At 2-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1B1.56, SIB1.81, SIB2.06, S162.37, S1132.56, SB2.68, SIB3.12, S1133.56, S/B3.62, V54.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224; X0114B1224-2.5K, XQ112$1224, XQ112B1224-2K, X34B1016-5K, X1 S1010, X161016.4K, X151214, X161214.3 5K Tapping Screws Q 13 S/B4.12, S/B4.28, S54.75, SIB5.50 S1BA2.12(8, SfBA2.12/10, S/BA2.12112, SIBA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Product Model. Number or Name Product Description Z J S1BA4.18J12.SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SfH 1A Hurricane Tie 2 GAC, GDP, GOPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, SIHD86, S/HD10S, S1HDI06, S/HD15S, S/HD15B Holdowns 3 POPA, PDPA-K, POPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S/HDU4, SJHDU6, S1HDU9, S1HOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SfHJCT Joist Hangers 4 SET-313 Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1.3 N MIAMI DADE a�tltt'4u-DARE COLT.N'TY PGT Industries. Inc. PGT Industries, Inc. to -CD p > U 0 ­01 PRODUCTCOYTROLSEC TiOw PGT Industries. Inc.. N Q 0 also_ SW 16 street. F.00m 208 NOTICE OF ACCEPTANCE: EV DENC'E SUB_ I[ITTED NOTICE OF ACCEPT ANC'E: EV DENCE StBAUTTED tv co - DEP_3RT11ENTOFREGUiATORYAND ECGNOXHCRESOURCES(RER) Miami Flori&3337{-2474 BOMMANDCODE ADMMISTIZATIO Dlt'ISIOV NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - •+- a) CD U ""' NOTIC'E OF ACCEPTANCE (N- TOA) �rww�uintaidsdr_Easteco■amF 1• Evidence submitted under previous NOA A. DRAR7IGS B. TESTS (continued) D. i :AI TF3 ASSI'R l`NC'E Q 1. Miiamii Dade Department of Regulatory and Economic Resources (RER )_ - (� (D -p U to t» p -0 � 0 .L PGT industries. Inc. 1070 Technology Duce. 1. Manufacturer's die draw,ings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 = - N 00 U- � North Venice. FL 34275 (Surbxtitted urider N D_4:Vo. 11-010 04) 2) Uniform Static Air Pressure Test_ per FBC_ TAS '102-94 E. 111ATERLXL CERTIFICATIONS 0 LlO SCOPE: _'_ Drawing No. MD-5570.0, titled. ''Vinyl Sliding Glass Door NOA (,Lhi)", sheets 1 3) IV, ater Resistance Test. per FBC. TAS 202-94. 1. Notice ofAcceptance N. o.15-0528.14 issued to Vision Extrusion Limited for then O -o � j This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The through 11 of 21. prepared by manufacturer. dated 10 ii 15,15. with retYsion A dated #) Large Missile Impact Test per FBC. TAS 101-94 Rigid PVC Exterior Extrusions for Windows and Door's". dated 08.13.E 15. '30? p _ � -0 p � documentation submitted has been reviewed and accepted by Miami -Grade County RER -Product Control Section to O4 05:`17, signed and sealed by A. L dmm Miller- RE. 5) Cyclic wind Pressure Loading per FBC. TAS 203-94 expiring on 09 19. U) ty � Q be used m :WTiaimmi Dade County and other areas w here allowed by the Almttionty Hav mg Jurridictim (AHT). 6) Forced Entry Test. per FBC. TAS 202-9-4 2. Notice of Acceptance No.16-09X08 issued toVision F--trusion Limmited for their - VT = U, This NOA shall not be valid after the expiration date stated below The Miami -Dade County Product Control Section B. TESTS along with marked up drawings and installation diagram of vinyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (lion -'%Trite) Rigid PVC Exter'Eor Extrusions for �- .� (n Q (Li Miami Dade County) andorthe AH1(in areas other than.Miami.Dade County) reserve the right to have this 1. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 by Fenestration Testing Lab- Inc.. Test Report No. FTL 8549. dated 11 0645. signed and Windows and Doors". dated 11,108,16. expiring on 12?29`1- product or material tested for quality assurance putposes_ If this product or material fails to petforin in die accepted 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idalnris Ortega. P. E. (Test report revised on 12,04 l5 and 02i11.16) 3_ Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their m manner" the maitrifactwerwill mcurthe expense ofsuch testing and the AHJmay intediatelyrevoke, modify, or 3) Cyclic Wind Prese Loading per FBC, TAS 203-94 Pressure 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 "Brown C oated (Painted or Laminated) White Rigid Pt-CExterior Extrusions for Suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and installation diagram oftnrtyl sliding glass door_ prepared 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 'Windows and Doo1 s". dated 0$'i3?l5. expiring on 09? 30 19. acceptance_ if it is determined byl�ftanri-Dade Conan Product Control Section that this product oznitetertal fails to by Fenestration Testing Lab_ Inc.- Test Report No. FTL 8717. dated 11,07I 5. signed and 3) Water Resistance Test- per FBC. TAS 202-94. 4. Notice of Acceptance No-16-01,12.02 issued to ENERGI Fenestration Solutions USA" meet the requirements of the applicable building code_ This product is approved as describedheteiaaoudios been designed to comply with mile Florida Building Code_ �; �,� sealed by Idalm>is Ortega. P. E. (Test report revised on 02.15 16 and 02 _4 16) � 4) Large Missile Imipact Test per FBC TAS 101-94 Inc. for their `'TAN 3070 and Lighter Shades (Non �t7ritP) Rigid PVC Eatetiar including the High Velocity Hurricane wane ?. Test report on 1) Airinfikration Test, per FBC. TAS 202-94 5) Cyclic Rind Pressure Loading per FBC TAS 203-94 Exn•usions for Windows and Doors" dated 09115.46 expiring on 01,0412l . DESC:RIPITON: Series �5�70'27T0., �'lIIvl Sliding Gla ss Door (Reinforced) 'wo 90° & 13;° corners L ti U. i,dntg ?) Uniform Static Air Pressure Test, per FBC. TAS 202-94 along ,% ith remarked -up drawings and installation diagram ofz�inyl sliding glass door, prepared 5. Notice of Acceptance No. 1" issued to ENERGI Fenestration Solutions U' SA. APPROA AL DOCT.. EL -T: DrawingNo'MD-5570.0 Rev B. titled --Vinyl Sliding Glass Door NOA (LNr sheet 3) Water Resistance Test, FBC. TAS 202-94. 1� by Fenestration Testing Lab. Inc.. Test out No. FTL 8552_ g Rep dated 1�� 04,15_ signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid P%'C-Exterior . 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalnmis Ortega, F. E. (Test report revised on 0?? 15,2016) Extrusions for Windows and Doors" dated 09'I5?16_ expiring on 04? 16,-20. I through ' 1 of 21. prepared by manufacturer. dated 10,05.,15 and last revised on 02.'01`11. signed and sealed by 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7_ Test report on 1) Uniform Static Air Pressure Test. per FBC, TAS 202-94 6. Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, A_ Lvnn Miller. P_E_. bearing the Miami -Dade County Product Control Revision stamp with the Notice of 6 Forced Entry Teri. FBC. TAS 302-94 p� �) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their 3i7rite d PA'C Exterior Extrusions for Windows and Doors" dated Rya Acceptance number and expiration date by the fiatni-Dade Country Product Control Section along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cynic Wind Pressure Loading per FBC. TAS 203-94 08.10'17, expiring on 02:281' 18. 1II5SILE hJ PACT R_= G: Lave and Small Missile Impact Resistant by Fenestration Testing Lab, Inc.., Test art No. FTL 8546, dated 11 0611 �_ s d and ong u7thmmarl ed-up drawings and installation diagram ofv�iiiyl sliding glass door. prepared 7_ Test reports No(s). 10-Ot}2-79?01 10-06-?'+rI05?7. 5357�+3-09. per ASThiE-84_ Limitations: sealed by Idalmis Ortega. P_ E. (Test report revised on 01,04� 16 and O'2:`l1 '2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (.;angles A-1 thru A-22). dated ASTNID 19'9 and ASTI4ID-63a. issued by EXOVA to Vision Extrusion for cellulosic 1 _ See table I (sheets and table ' (sheaet forapplrcable SCrD unit sizes, design pressures. reinforcement, types. glass types- sill riser (see tables B-2. sheets 7-8) and anchor layout streets requirements in 11 tiro l 6_ 3. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 11 '19 10_ signed and sealed by Jorge A. Canso. F_ E. (Suburritfea` under 4'D_ t .1'0.11_ composite material. 2. Rigid White FCrC'. Tan (Non -white) Rigjd PVC and Brown coated (Painted or laminated) white Rigid PVC to be ite 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 0107 04) (Submitted under . 0.4 Av. 11-010 04) labeled per FefereticedNOA'Sreglttrement5_ 3 water Resistance Test FBC. TAS 202- ) 1 8 Test report on 1:) Air Infiltration Test. per FBC_ TAS 202-94 8_ Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their 3. Egress operable doors must comply with min cWr width or height per FBC requirement. as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 '-Seun-yGlasI (Clear and White) Interlaver ". expiring on 07,0418- 4. Pocket walls under separate approval to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS'02-94_ 9_ Notice of Acceptance No.16-1117.01 issued to Kum. ray America. Inc. for their L ABEI ING: Each umt shall bear a permanent label with the matinfactarer's name or logo_ city. state and series and 6) Forced Entry Test,. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 --Trosifvl't-11tr'aclear. Clear and Color PTi-B Interlavers '. expiring on 07,08,' 19. following statement: 'Miami -Dade County Product Coal Approved"_noted herein along with marked tap drawings and installation diagram of sliding glass door- prepared Pressure 5) Cyclic Wind Presre Loadingper FBC. TAS 103-94 RENEWAL of this NOA shall be considered after a retinval application has beenfiledand there has beenno by Fenestration Testing. Lab., Inc.. Test Report No. FTL 8547, dated 1210415, signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. ST ATE3M-N-TS change in the applicable building, codenegatimlyafecting the performance of this product_ sealed by Idalnmis Ortega. F.E. (Test report revised on 02r'� Sj16) along with mm;aiked-up drawings and installation diagram of tiny) sliding glass door, prepared L Statement letter of conformance with FBC-- tkEdition (2014) and FBC-6tkEdition TER4l� ATION ofthis N{iA wFill occur after the expiration date or if theme ha, been a revision or change in the 4. Test report on 1) Air Infiltration Test, per FBC_ TAS 20; 94 by Fenestration Testing Lab, Inc.. Test Report No- FTL 6337 (samples A-1 thru A-5). dated (2017), issued by manufacturer, dated 0914;'17. signed & sealed by Lym I4'fillet. P.E_ materials. use. and"or manufaettue of the product or process. NUsuse of this NOA as anendorement of an-y product. 2) Uniforms Static Air Pressure Test, per FBC TAS 202-94 12 �06:10, signed and sealed by Jorge A_ Causo. P. E. (.Subirtitted worrier N, 0_-1 -o.11- 2. Statement letter of no financial interest_ dated 04,18,17_ issued by nmanufattttrer_ signed for sales. advetTising or any otherpurposes shall autonsaticallyterminatethis NO:A. Failureto cord} with anti- 3) Water Resistance Test. per FBC. TAS 202-94 010!- 09) & sealed by Lynn Miller. RE_ section oftlti , NOA shall be cause for termination and renzo� 1 ofNi7� ►. 4} Large M sWe Itllpact Test per FBC_ TAS ?01-94 3. Letter of lab compliance, part of the above test reports_ ADVERTISE --MINT: The NOA numberprecededby the words Manii-Dade County. Florida. and followed by the 5) C}•clic Wind Pressure Loading per FBC TAS ?.03-9�4 C . CALCULATIONS 4. RER Test Proposal No. 17-0387• dated OS;nS!17. s�irned by Ishaq Chanda P.E. expiration date may be displayed in advertising literature_ If anyportion of the NOAis displayed. then it shall be 6) Forced Entry Test: per FBC. TAS 202-94 , 1- Anchor verification calculations and stiuctuml analysis, compl} ing with FB C-_014, done in it entirety. along with marked up drawings and installation diagram of v�•inyl sliding glass door, prepared prepared by PGT. dated 1 _'•,'09 I5and last ret iced on 0115.16- signed and sealed by G. OTHER LN-STECTION: A copy of this entire NOA .hall be rovixkdto the user by the manufacturer or its distributors and by Fenestration Testing Lab. Inc.. Test Report No. FTL 8548. dated 11`04,4 5. signed and Anthony L. Miller, P.E. (:Surburtined rurider _Y0_4''o.15-121 0.01). 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries_ for their Series shall be available for inspection at the Job site at the request of the Building Official. sealed by Idal minis Ortega- P_ E. (Test report revised on 01 t04� 16 and 02 11;16). ? . G1aZing complies vtith AST11�IE-1300-09. r+5? O,Z770" VinvI Shding Glass Door (Reinforced) - L.M3.''. expiring on 0414:' 1. This NOA revises & renews NO A 420-0429.05 and consists of this page I and evidence pages E-1. E-2. E-3. E-4. i _ ' y: ® I _:_ h . �� I = ` I ri r, .'� _ N E-i & E-5 as well as approval document met>siotd above_ I:.haq I. Chanda. P.E. I.haq L Chanda. F.E. I�haq I. Chanda, F E, tN o W The submitted documentation was reviewed by Ishaq L Chanda, P1, per Product Control Utah Su lisor Product Control Unit Sn pttct<.or Product Control Unit Supervisor � `- s a. � t NOA No. 21-020: G_ NOA to. 21-0106.03 - 'BOA No. 21-020F.03 ?ti _ + ; t O� lo. I 0 4..0_ co v m �rdt�Gt?uWTY Expiration Date: April13.2�}26 Expiration Date. Apri114,10!6 Expiration Data: April Expiration April14 2026 P' Z � a f6 c � �• I -. +"� r��� .approval Dateararch :�, 2021 Approval Data: parch 25. 20!1 APP royal Date: March 2�,1.021 + 2 + .�ipprova t DRte::lfarch 0_1 ...i - � o r Page 1 E -1 E -: E -3 °' .�4 Q L C1: E r C c:- � •3 v v y a o •- c� � c = cc a = - c E m c i1 4 C PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIB ITTED NOTICE OF ACCEPTANCE: EVIDENCE SLB_- UTTED NOTICE OF AC'CEPT.A_ CE: EVMENC'E SUBMUTED 2. Evidence Submitted under previous submittal E. _%LkTERLkL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer standard complying with AS"111 C 18 Thernmal Conductivity A. DR.A117UGS 0-881 BTU-ir hr.-f--'F_ ASTIM F 1249 WVTR-Pass. ASTINJ D31985 Oxygen -Pass, AST�l E A. DR. INTI GS I. Drawing No. liD-5570.0 Rev-B. titled Vinyl Sliding Glass Door NOA a_141j . sheets 2190 I_G_ Durabihty-Itio Fog -Pass. tSubtriitted under pre+'lons N704 Yo. 15-0469 05) 1. DravvinLy No_ lID-5570.0 Rev B. titled V- inyl Sliding (lass DoorNO'A (Lib }-. sheets I 1 through 21 of 21. prepared by manufacturer. dated 10.05? 15 and last revised on through 21 of I_ prepared by manufacturer. dated 10?0515 and last rn.-ised on 02?,01:'21_ 0422,20. signed and sealed by A_ Lynn Muller_ P.E. 6. Quanex Part Duraseal complying with AST14i C518 Tb,em al Conductiiity 2.21' BTU -in` signed and sealed by A_ Lunn 141i11er, RE. AST d F 1249 V4��iRiR-Pass. AST1vI D 1434 Argon Perrrr rlre-Pass ASThI E Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development - VF in 48 hrs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subw itted airier 0_4 No. I5-009.05). r 2.) Uniform Static Air Pressure Test, Loading per FBC_ TAS 202-94 "- Vision Extrusions_ Ltd_ Parts complying with PVC-AA�LA 303-13- �� oluatary Specification B. TESTS 3) Water Resistance Test_ per FBC'_ TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd. -N'EX-1 by 1. Now. 4) Large N issile Inmpact Test per FBC_ TAS 201-94 A.kMA Fenestration Exterior Profile Certification Program (Submitted under A 70-4 tio. 15- 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409.05) C . CALCULATIONS along with marked -tip dram ings and installation diagram of all PGT Industries, Inc. 8_ Vision Extrusions_ Ltd_ Parts complying with PVC :AAI+•°LA 303-13_ 1_ Norte_ +,, representative units listed below and tested to qua i r Dow-sil 791 and Dowsii 983 silicones. (Subirt iflerl under N OA Ao. 15-0409. 05) D. QL"- ALFIASSURANCE = � Q� prepared by Fenestration Testing Laboratory-. Inc_. Test Reports No-- 9_ PVC-AAN-1A 303-13. Voluntary Specification for Rigid Polyvinyl Cmloride (PVC) Exterior 1_ FTL-7897, PGT PW5520 P'VC Fixed i , indow• (unk 6 in proposal). dated 09? 03.' 14 Profiles for Vision Extrusions. Ltd--VEX-1 by A.ANLA Fenestration Exterior Profile Miami -Dade Department of Regulatory and Economic Resources (RER). � U) FTL-20-2107.1. PGT SGD780 Aluminitm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2. PGT C'A740 Alum Outsw ing Caseinerit Window (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA. Inc. for E. _ L-STERL4,L CERTIFICATIONS CU 21077.1 PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No_ 19-0305.02 issued to Kuraray America, Inc. for their > PGT FW7620A Alununum Fixed Window (unit 10 in proposal) dated 07' 13-'20. all signed Windows and Doors'-. expiring on 02'04 "21. ll [� "Trosifotln•aclear, Clear, and Color PVB Glass Interlacers". expiring on 07? 0&24. Co 0 and sealed by Idalmis Ortega. P.E. 11_ Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution, USA. Inc. for 3 __ Notice of Acceptance No.1,-0808.02 issued to Kuraray America. Inc. for their their series 11-hite Rigid PVC` Exterior Extrusions for t1`mdow-s and Doors"_. expiring on "-Sentr-I•Gla4 (Cleo and and Rlute) Glass Interlayers''_ expiring on 07,04,23. � Q Q C . CALCULATIONS 7tk 02.'28''' 3. 3. Notice of Acceptance No.18-1106.10 issued to A'ision Extrusions Limited for their "Brown O Q 1. Anchor verification calculations and structural analysis. commpl+- with FBC 1_'. Notice of Acceptance }do. 2€i 0203.03 issued to Energi Fenestration 5.oiutiotm USA. Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior• Extrusions for Windows Edition (2020). dated W1221'30_ prepared by manufacturer, signed and sealed by their `Bronze &light shade cap coated Xi7tite Rigid PVC Exterior Extrusions for and Doors". expiring on 0930`24. V Anthony Lynn �Mitler. P E_ Windows and Doors`". e:Tirinp on 04r16215. 4_ Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series � 0 2_ Glazing complies with ASTME1.100-04. 49. -12 and -16. "VE 1000 Tan 202 and lighter shades (Non-117rite) Rigid Cellular PVC Exterior � D. Qi`ALFTI' ASSZ`R ANC E F. STATEMENTS Extrusions for Windows and Doors"-- expiring on 1129•'21. � � Miami -Dade Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC le, Edition (2020), dated 04,2? 2`0. issued by i �.. manufacturer. signed and sealed by Anthony Lrvn':diller, RE. F. STATE_1IENTS E. 3LATERLrI% CERTffIC-ATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated L Statement letter of conformance to FBC 7a Edition (2020), dated 02r01-: 1_ issued by (3) 1. Notice of Acceptance No.19-0305.02 issued to Kwu aray America. Inc. for their 0.4 18.20. signed and sealed by Anthony Lynn Miller, P_E. manufacturer. signed and sealed by Anthony L} mn IXSitier. P.E. "Trosifolls Ult•aclear. Clear, and Color PAB Glass Interlai-ers"_ e?�pinng on 3. Private Labeling Agreetm nt docunment between PGT. dated 03;30.4 5 and signed by all 2_ Private Labeling Agreement dated 03 `09.21 between PGT Industries_ Inc. and CGI �� Cn 0708,24. involved parties. IX"indows and Doors Inc_. signed by Dear M. Ruart F.E.. V.P. Engineering. on behalf of U � 2. Notice of Acceptance No_ 17-090:9.02 issued to Kuraray America. Inc. for their "Seni1'v'Glact '. boor companies_ Q (Clear and Trite) Glass Inteitiver-s eV -mg on 07.04,,'23. G. OTHERS 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their "Brown '"like 1. This NOA revises NOA# 17-0420.06 (FVTw C:GI) and updates to FBC 2020 (?* Edition). G. OTHERS Coated (Painted or Laminated) Rigid PVC Exterior Extrusions expiring 042I 21 _ 1. This NOA revises & renews N OA# 20-0429.05 (PLA vv,'CGGI). expiring 04f14-26_ for Windows and Doors°". expiring on 09,30 24. 2_ RER Test proposals 419-1155 slated 01!l&,20 approved by Ishaq 1. Chanda_ RE. expiring 2. The current associated PLA. CGI file #21-0205.01_ expiring, 04i i4; 26 O �- 4. Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their 04.14,21- series '`17E 1000 Tan'102 and ligghter shades on -'Trite) Rigid Cellular PVC W � Exterior Extrusions for Windows and Doors'_ expiring on 12 '29+'21. I haq L C-panda. FT. Ishaq L Chanda. F.E. Z J Ishaq I, Chanda. P.E. Product Control Unit Supeni-.or Product Control Unit Superricor Z Product Cox trol Unit Superriaor NflA'_%Q. 21-020a.03 'ROA No. 21-020.9.03 Q tiOA No. 2I-020=.03 Expiration Data: April 14.2026 Expiration Date: April 14.!026 J Expiration Date: April 14,1026 Approval Date. March 25, 2021 Approval Date-. %firth 2�.2021 d Approval Date: '.lurch 2: , 2021 E -: E -6 E 4 SHEET NO. March 6, 2023 PA 1.4 I 1 ii ILJ I I I CI) C_ (n C0 +-+ U Lw O � MIAMI O-OO CL PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CD Ca DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 - �_ -C BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474-11 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U C Cn NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv a) U CU O 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O " � Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C Seffner, Florida 33584 1. Drawing No. FD46I2, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 0 }. prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P. E., dated March 24, 2003 and Drawing No. p p y g g 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " �— > N O � O > SCOPE: "Cast -Crete 4 ". 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled Cast -Crete 4 ", 6 & 12 " Lintel Safe Load Tables , sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all -- E O O i i This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 14, 2003, last revision #1 dated April 2003 both g p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. last prepared, signed and sealed by Craig Parrino, P, E., on 08119114. -- 2 Ca Q C_Co The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on �— (� U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS -C — (AHJ). 1. Test report on flexural testing on 4 ". 6 - & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and I. None. 1. Calculations for C Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. if this product or material fails to perform in the sealed by Christopher A. Ramon. P.E. C. CALCULATIONS Parrino, d sealed b prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environ►ruent, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual_for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter om Cast -Crete Corporation, dated February 03, 2012, signed and sealed .�• P Y g Parrino, P.E., certifyingcom Rance with the Florida Building Code, 2014 Edition. P g Lintel Safe Load Tables", sheets I through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. rVone. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 Uf 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L 774612, titled "Cast -Crete 4 ". 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. B. TESTS 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08/08/17, signed &sealed by Craig Parrino, P.E. N This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and o L E-S as well as approval document mentioned above. PP elmy A. Makar, P.E., M.S. {' [- elmy A. Makar, P.E., M.S. � �^- elmy A. Makar, P.E., M.S. "' The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor = M NOA No. 20-0630.15 �` I � NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 — a m arc M1AM61>ADECOUNTY j� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 n A N Z Approval Date: 08/20/2020 o� %2o J la a Approval Date: 08/20/2020 Approval Date: OS/20/2020 Approval Date: 08/20/2020 vo 4 a, c m� Page 1 E-I E - 2 E-3 d r_ io L r y a� C', c g � o 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS �+ 1. None. 1. None, F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- IU) Crete USA, Inc., dated 08/08117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06/11/20, signed & sealed by Craig Parrino, P. E. 1. Drawing No. FD46I2, titled "Precast and Prestressed Lintel Details", sheet 1 of L Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q LT4612. titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. last - _, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. =3 B. TESTS 0 1. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE U m 1. By Miami -Dade County Department of Regulutory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. None. a- F. OTHER 1. Article of Conversion for a name change. O ICU w C,flelmy A. Makar, P.E., M.S. " Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —r E-4 E-5 t1 SHEET NO. March 6, 2023 PA 1.5 PRODUCT EVALUATION REP010' NO. 20-D728.01 2 PRODUCT EV AI.UATION REPORT NO, 204r7n.01 7 Z I ILI EGO INc- TILIIT TESTING A ENGINEERING COMPANY 22•5E--ST REPORT: . - S S. MATERIAL CHARACTERIST_IGS AND SPECIFICATIONS: _ Ai TFR A w TTLLIT. TR.. P.E. 1:11 Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on 3rivao)-c m IL P3). LX 'U Jn vC 1� 11ra 201, 203 as r section 1626 of the Florida BuildingCode. Uniform static loads Y" sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing FL C A I:,rR.rN,, D"71Y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96 589 dated 08/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-178, PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No 7. LIMITATWNZ AND CONDITL4N.QFF U F- REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2D20 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E.red b Tiiteco, Inc. and n y preps y signed and sealed b Walter A. T171$, Jr., R.E. PRODUCT SUB -CATEGORY. Storm Panels 2 .3STRUCTURAL ENGINEERING CALGULAT1gMS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global_PPPtttt4tlon Products length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed into poured concrete, concrete block, and LLC section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 4800 S.W. 51 Street dated 11103/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P E. Davie, Florida33314 1. PURPOSE OF EVALUATiON: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. T1IIIt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-OD06719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61G20-3, Method 1 D of the Florida Department of Business and 4, WIND LOADS RESISTANCE: N: TI44/N1.A Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ``,,,��R i'$Q�' JCENSF' �?"I This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - -- s _ �----�_#_ ,c- 44167 • _ been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14. 15, 17, 18. 19, 20 25 26 26, Product Evaluation r * � --_* ' *-s I-I"P`Ic -'�' a''. STATE OF :'ctj at least equivalent to that required by the Code. and of of Document (P.E.D.), - %•., drawing No. 20.176, ys, LORId •.•• This Product Evaluation Report shall be subject to review and revision in case of ,SS/DEE` F"'�NnUALuEn11111;G a Building Code charge that may affect Its limitations and conditions ¢�jNSTALLAT10�1; Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED- sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WATV.L D.1 TILTECO AOMON RECORDS t P. E. REPORT-201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1- PRODUCT EVALUATION DOCUMENT lP_ •ED-i: (P,E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI DRVVrA 20.178 I, REPORT#20-0728.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part Evaluation Report, {g1�IAisy��' A; r/(C/ `' \*.�,�„[A�I r;���Ta,� �.14 ......., ✓ y �,,N1`��tip 1c'-!. " 4\CENs�I r- - �P.••�\CENScc''.'F ,� No 44167 2 --fit . I * E_ a� r> ,3f*t -A. *? '`a > o• STATE OF _ 1 p0 " , ( _k. :,, I .��Ar�� FL D p10P `a�ri ,,r FS S� ....1 • ��C ,. 5\ .�` 6355 N.W. 36th Street. Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - W,;s • N, ,tiS31 "Fa,,N��1u11„I0 /I I L-1 EC_O_iNc. TILLIT TESTING & ENGINEERING COMPANY WALTERA. TTL.LIT, 2- P.E. fiIt80U(R WI.COn1 PRODUCT EVALUATION REPORT F1'AP 1,kHmel Na 416 t L'..A. L-1e No >106,19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection P_roduait._LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.L 0.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELI sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an integkµAlf I+/ofrjJ,los Evaluation Report- ,,N,�',...,•�L7p,% V. r=iP' \GEN gF' .`i 1 id>7: 1�1167 s , t _ f is * Tt �•. STATE L ., a 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-153& [3T33tiL189 i-1531 PRODUCrEVAL.I:ATIONREIPORTNO, 20-072702 2 2.2, TEST REPORTS: Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.."IRUCTURAL MINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E. 3 MISSILE IMPACT RESISTANCE: Large missile Impact under section 16091.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures: Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Sleet Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. Nlµuu11%, lviP A; TQ' ✓�\S - '`GI.._S IF z ---T...4 4w167 &t- l * * = A'' STATE OF : tr? '�iy,`XFSS,O ..� ��C��4`e` ",114 ,III%,ls`1AA 17 T1TlIir-oO*Vfll Ro Tj e • ' i I4 E I III& 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 6, MATERIAL CHARACTERISTICS AND SPECIFICATION$; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18. of Product Evaluation Document (P.E.D.), drawing No.20-175. 7-J U4IITATHMS_AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by TlRece, Inc. and signed and sealed by Walter A. Tilllt, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tttlft, Jr., P.E. (Florida License No. 44167), President of Tirteod. Inc. (Florida CA-OD06719). ,`AWP�" ENS .--,;P�s -F ' ,- . 441�7 ' WATTLE I •+rIs'�i1:1� 1100Q , AlDa TILTECO ADMEN RECORDS 1 P E. REPORT.201 GLOAL PRO ``F��A N P//Frr PS, L GALVANIZED STEEL S70RM PANEL \DRITVG020-1751 REPORT#20.0727.Q�,, (ARID .. _„+ -6--0 N N r- tJ) tU N .}-e U _0 a) I- Q- O O c .a Cd � -0 0 a - N N -0 U O - C = ( L (3) O CIO LL p > .Ln Cn a) � � Q. CIA CU Am ._ -Clu- U) CII. Q Q Z W J ___ - /��E�����C'�p���� ����T•�� COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS ,/a, 2/a, 3/4, 4/a, s/s. 7/s, GENEN��lrliYli,e: 8 IN LASE I-! PRE',;AS' SIFINE OR VRECAS- CUNIRFTE ANU4 S.1L OR WOOD BFIARDS PE 10AIL CM IHt (SCALE 1/2=I ) (I/RALMB_2Q.AIGE CA'5TING WKL ANCHOR- a— BE LONG 0414-. t0 RLACv T MK I.R CIDRS BEHIND 1,tC.11 PANLLS. 1W/10, 2VI 3W/10, 4W/10, 6/5 ' STORM PANEL SH WN ON IHIS PRODUCT EYKUATICAl DOCUMENT iPC.D) 1F BEEN VENIlb FOR COMP11Ar41_E IN ANCHORAGE SHALL Bf MENrtCA0E1E. ) K4,- IN 6"1 _ 15196' (TLnAI WIDTH) - ,5+96' (TOTAL WIDTH' 5W/10, 6W/11 A 7W/11 AL:CO, DANCE WITH THE 7020 171N EC%TADN) OF 714E FIDRIC7. BUILDING .ODE LX15TtNQ WARD -MN, 5P CEIC..N9 : Ia MIN_ _ _ - ( ) - 1/1'. _ 12 500- (EITECTNE WIDTH) DESIGN WIND lA•p5 SENtL W. IYtERMrNED A5 PER SEI.-ON '671i Of 71,E AB,M MEN A P �OOE. 'APE p4 u.c :OErS AS ''"AND nR IREL PY 'W EL ItOV 'NC - _ _ 3' MAX ANCHORS. FOR COD SEE SEE SCHEDULE SHEETS S To B a 9 __3• MAK FCN A WIND SREEU AS RCQV!PEO BY THE lVR15dCT'ON WHERE •HcSF UTTERS NI 9E NS'KICi% AN 1 4_ C PANELIATC FCMAAE 1U U.O FANT:MATT .JS AN!:HE AS MA,T'Ji ACT,:RED F• El Y.NSTFr:IC11,. PROD UITS - 6 I/4" 6.7SO' -1• MIN FOR wOaC SEC SECTONS 04 SF(CE75 10 a tt ,' MIN. FJP A MITUCTIONALIFT FACTUR Ad.08i USING ASL-E 7-16 IMID !; NOT FXCEFL INS MAIIMUM IA.SD i - '/4'. ,X. SCREWS pC. N c. : - , !`I,O" - -1 3'0' - - I.350• - • ``500• _�_ __ _ _-. OE4Gr, PRESSURE RATNGS NotCATF,O ON SHEETS 7 THRV 2 ,•, 15, 16, 19 a 70. I 7'16'e • 5/R' WOOr RUSHING, A$ DISTRIBUTED N,- AL1 PULN1 SCREW. BOLT W SSFFUAA.I, CU � , ` � -�A - , '� • 0.036' WN. 1MCn-+.350' - .'N i O D O O IN ORDER 1O LIE— THE AB014 COTINTWN, IATIMATE DESI.Y NINE 1.,,ACTS DETFRVR:EC' FER ASCL 7-16 r , e/'DEo %EhE1PAtpN :NiO *'X:C• '.i iMCnN ANCHORS 51WL EX I _ 'It,:5 � - _i �. l I -�, \� _ . _ _ _ . �• ASTM AA-1 STEEL D.M.. 2 . 3 . d ®1� -- _7_t_r_ _-_ - - -.---- - - --i _ _ _ I , C Ml.RM M MF T 112" ANC _ CR F,LO PANELMA.E_ J SHALL BE FIRST ArrC CID TO A D DESIGN WHO LOADS Br WETIPLYI.NC. 'HEM BY 0 6 1N OACER ,II / I/.-�•• )- 2,50' - ,z5o" , M'G PK4r1MKi FEMti.f ,. Y` 1ALVA FE -CA r' VEA-AD • I- Y. GR•1DE 30 ,R,IIM ARCM O _ �e� COMV4RL iHFSF K/ MAY (A 5 D) DESI sT4 Fmf SSVRf RAT, MCxfj.TFC 'JUT SHE[.%) 1 MRU 17. 1. Is. rF,. 19 6 2C "_� •' 2.6M>' d f '.f�' �`, T 65Y .r _ _ _ _ _ _ -... _ .._-_ _ _ _ _ _. _ _ ___ LAL( tl-+ G-60 GKV / f-MVAWZA STEEL EWE / EDOE ® 5:_/' ®+®' © T /; MINWuu T•.READETI PGKTRAIION Of LAG SLNIV I THE WOOD FRAME VNI SHALL BE ' I; 7' NO EHRFAPED 3000• .7-ti3O'..!� TYP a`S f ASTY A-6Sl \ 7.�. .2�': NCMMFD Tw. ' E - �� a''• :7 IN ''RDEk "O VEgF-Y 11M; A,A;WXiS CF+ _� HIS r E 0 A5 rSTr_G Kt-TlE NLT UVL�N ETRC'Lcfll A ,JL INI,WFASc N ALLOKW.E FENETRAIKTN '.TO `_T UF•_(? S- 9r :ON:DER Ai JAR ,HE RED"• ' KMMED ' \ ED R'E HPEAOEC PENET RAP'M r.RAK 50 MIMMVM OETAA A_ DETAIL A_ I _ : llA SiR[55 rU1> WNC LGK)s WAS LSL )SEC, ,N ^.IEIP AWM YSS FASTENERS SPA(IVG 1U M'rAil wl5 BEc4 ➢E'EPNINCD IN ' n I EDGE -, I G-&G W,LV - iDGE .` ` I G; ,V:CORLu7:CE MIN NO.5. 20! a. % MINWLIM EDGE 11S- Wt N LAC SCREWS. '�N?I, WOOL 5HK'_ BE AS INDICATE,, IN TH URAWINC' i j DETML ♦ : 48.E I I...GETML A Vf �I 48F � 9j = 4- Y � STORM PANEL'S AOEUUAF FOR IMPACT AND WIND PESI;7ANCE HAS BEE4 ARIFIE4 III ACCORDAHC[ 'MT. SECTION 1626 M1 - -- , "�-Y( - - � �TTI--••---�����,�'-�I - N A C] THE ABOVE NENIIONFD CODE A5 PER HURN(AI ENGMfFRING a TESTNL, NC REPG•RI5 96-569. 96-570 a 96 TSD AND ,;.•1 AKNIMTIM PENCTRA'IU4 nF HOOD RISHiNG SHAH, BE 5/R 1 4' II20 SCREWS USED S.ALJ BF I '/F' ICNC MINIMUM - .,JSn. - 1350'-J, Tl i Ea = 4J C'D AS "ELL ON TESTING IAR Vic REPE�Pri r2032 h III . AS PROT00016 TAS-201. :AS-107 A14D TAS--1C3 S 011tD S'LG^0 Ci F' AH(: I' MINIMVM rrp WK '- W'T'rr NO StUL CL - 6.250' - L. 3�- - - _ i _ - 9 -!!0 C � V tV '= ni 0 Qt STORM PANEL Q END STORY PANEL I H u r� AS HELL 0.S AMER!CAN ZEST 'A9 Or Y:'JnI (IDPm.. REFDiiT 9Oa'1901 D9, AS FCR TAS Znl, TA;, ZD% AYD }) W CASE THA1 Silk, S-'LCIN FIR DUCH S" REACH TT CANED. `-LITTU GP WOOD anAROS 6E rfj M'• OI+ iHf EX 15I M, ram^ - ,_ � - -'^'-��1 = O I5 70J N'I. R T WALL KA.NCRS SH4L. 9f LWVG LNJW;,F' 'G REAf,H ':,r 1 , --E uA1N STR,;C'auR[ 8M'NE SUG+ PANELS ML KJN N.rM E'XFPU :IONS BC C'(163-t6 KICr AND TEMPER 111NLE55 D'HERKTSf 1mrEO1 SEE SHEn 2 A-HCIPAA iHk_ RE AS MENTIONED IN C 1) `11 e C t) - 1.187• - A I -A - A•_ (. �... _ -'-i 2.t97- t / : �/®r{A'I to N 'm •. ALL ALUMINUM SHEET META. JSF. A, r.1,51.Pf5 SHAil HAVE TIDS-H14 A II ' I _ (Ill AH(_HG'RF'. SHAD; P.E MSTALIFD FFY_l1WI4G Au iN THE Rf 1:OMYf YCA'Ii r4: AND EEC'. CAIIVNS O: 'v[ ANCM`H4�. M0.4lIFACTl4RER - '250-ii - A - . ALL STEEL SHEn NEIAL PANELS SIMILE HAVE R.Jt TI:qAL C1tIKITr S,EEL. AS':M a-651 ;, RA()L SC M'N.MUM. G-bC, M•V EiY (N1J lW - _ +:I R O -i 115' 1/.Y,I t/4•A-N. :15• (al. _ _ _ _ _ _ _ , - Q N 6 PMIF.5 MAY 4Sr, BC INSTAU!O HCMIION1ALI FCUCivN.', ,NS'AL:I•TIyTN OETAI;S SHOWN ON S[CTION ) MRC,, H IC (SHEETS 4 , 75O• IW- .PJO'- - 7M - .b• SEALS 1IN SEALS - p BOLTED PANEIS W/ 1/4e-2D„- cu 4 GAISw41ZFD STEEL OESK,NANI)N W,IEF. '{ ,. (AFTER R(X1s-0) - K/ NEMNfD EDGE 100- •.12� - /50'.- 1UNBUL'ED AALLS H 3 y IvgpX:4H 61 E>ICCPi •HAT HE40ER5(j',K LeTi SIWL NOT 9f VSFC - -(i- R, 0. I--= - _, _ _ SS SfW RNFRD S.S. S'W RMIEC I I i 5.S. 1.1.S, BOLT W/ 7/8- A 3/31' r 4, � ---\ SEE SECTIONS AS WNGNUTS O EA. (1VERt.AP .740•-. ->- t - 10 /NCCF • 10 ANGLE O 4 ( C A.L 5GR(WS TO & STMMCSS FE: !LV LIE M51 Si-R ES OR fCRMJ5,01, RE=L`TaV• ('(uRL „ARGON ; " AS PER _ ew 0]Y _ ___ 1 - N M, H Si r.. - , - �.HAI.L BE tHF RESp}NS,D,r7, r !H( %O4IRM;iOF IC, 3(PRT THE SCn MDhiSS Or ivC 'tRUC711RE wHE RE SHIJrtsR K T"r BE _ - IN, - -Z , I'; ..-, T7 1/)' of 1/7' OC. �APPLICARIt}. (SEE $CC11OH5 AS APPLIi;ABLE) a) r C C.50019 SC :' EEO REND •, ANC 90 il, TENSILE STRENC H A S AU. CCMPI, W/ :FOR:(u 8UIJIMJGF,'.,.- lose, IOD"4 - _ d 4- tL 1I �_ 3 ' AT1 , M I RR \ H Mrc. - Y • - 093' : AL 'EC TG SE RI ORES! A'f :DRAGS - >H'JrTER CHA_; L.IT Pi 'INCHED 1(1 :f,HC RtT[ EkE'!K JA WOIT.-: IPAM! � 150p'- -'-' I '' ~- -' 1.S0C1' Hr'RCN4S 093- 093' , 7000' E tKLrS rV fk A'-:N A Jnl GA_-,A?N?EC STEEL uii N51 30t If Rai% i'.AIHUS: 51LE- .1111 %,..: M111.0. •'FLr ^n `a ,...� Il- �3 2.115' MSEE AIL I 939- 939• SEE _ J 4 SrREN:iH C EACH REGULAR STORM PAYS. W'1• IFNGiH_ DVEF B -9 ', ROD ,H AS PEk SEFrOYS f, A, 3 a 'U ANC KTCMATNFS 6W. OIMif - II - - II 7A• 1 '12.`i I 1 f754 �'`L I` I - f0 I= 6f S SW h IOW ON :HEELS 6 A !2 RESPEf TUEL•. trW- HAVE A'AG'HLE AND RFA_'VLT V151ELC MKiFINC MStF:.KI. OWt:fR OR NEMYfI) 11 I1 '� D 1J - I I I� ' Q = w Q ' ANCHORS TJ WALL E+NLL BE AS I0,1-1 Tr ' TC SECOK IMN -> W,.,1 APPI'LAaIE RE!NFORCEW.NT DLRR PERIODS OF HURRICANF WARN'NG I R. a i 77s' .!. -tT0• (, ' 1 1125" : i = r_ ( 4 CJC1:7.191; Rw9Cy LONCFLTF C H_I4:IATIS7H DJN7R.01- S TO SEAL/:AJ_I M1I $4 `TEK 'FA1 NEVI F6GFS WHICH REMAN 'N i'INTIFILSIPS "I)4TA'. WITH I'lr l ty I i. e�, ' J rJ) /ram R I 5' Ma. - 1.500' - --1 5w. 1 i .7 j . 7APCON ANCHOI AS MAND!A.TJktO E• 'TW BI;I,CT,, IN M 92 R=' ) S PJ'1DNL•'C P4'VEY' -D/RAM IN'R,NCN ISOMETRIC YtER DETAIL A i .+5• '-, _ 1�. _ •la •• ;= 1 . I/4' ! . 1/8 k- W AN IIr 15 MANUTACI'.IRLr Hr DENALI ,A (M.N I',:.3UOli P. 1 2000 - .. /'� Ir4'e ., • 51.1 C 5rT WHCFS. A: DISTR181r'LLI 5Y K, 1,1NI 5 WA, 60,I A SPECU[rr Ce , 0RM vANCI. NSTAL:ATTL4 SHALL COMP•Y AI SPECS'NEA(AIL, N !n DRAWING P•J5 AN'. En1LC Nr ANSI 20NMG RF�LAnUYS POUNDED CORNER O ENDS OF PANEL'S `I �& D.M..® ®.®.+({p/ _ _ -__ __ .. _ _ _ _ (M•e, 1'.-.5<'k19 p„) �RUKA R 'Ht MITSDKTION *HIRE PERMIT S AFP,IFD i0 � � �'G� r : ,. r ,:-.: END UP w( HEMMED fxE 0 -h' HEADER 03 -U" HEADER ® ANGLE (j4 ANGLE WITH STUD 4® ANGLE WITH O O'O ®O o 0 0 0 0 o 0 IT 4- Iv 3_'I rE [fVKE '„ h HANEI W`E 11,11 AN'�E URS. U' MANVf•CrLiRED P EL U , IR"+: •'.4 PRO. (N.7 $) 4 + 6 4 + B 6 Of 1 a 2 a, 3 a, a a, 5 5, 7 S, - - 0 ;NXA ! r 315D P r, :) - ' 1 c' n115 D•. - I FVA_ Ck EIOC MFY, ( E '• I -R AREL E^' ' IS ENGhE. N lc GENERIC A H TES •K1' PNCWGt ,WURNAI,CN REVERSE STUD y' IAAk / / / / / / 3' MAX 1 ,]P S E 'FCP' 'I FT a WH Rt II,[ T .OI l yn 'Y Ni FRnM LHt P C: _ - �. v4'e Fr TAP-,R1: 4N•;HpRS ti WN'./N-rLMLD ET Rv IAST , VRPORA Ok (• . 3 . Hs., l I VVARRIE T. - t' wN IW/10, 2W/10, 3W/10, 4W/10, 6�SMA4 10 ,.TN LHACT F T, BE RESPGV>1BLF FOR E SUE CIP)RFHASt AND NS'ALLA7,DN INCI.VEYI,G 11t W. M OF THIS IIIIi41CI A 11 MINIMV4 EJMPE()MEN1 OF T,N:CON ANC InRS I11C POURED CONCRETE SILAL, BC -/1 ' TOR .A _1 ATF ;IMAE BASIC Or M'S P E. - 'RMVLL nE i G' 'S 'T C(M T FROM THE CCMDIDOIS DETKLE I LM III'_ WCUMfNT -,_�_ E 1 1/1I a 2; 11 , K _ 374" 374' SW 1D, 6W 11 eE 7W 11 ,D AI I! PANFW-R P_,.5 AND 1 ,/ ' - , TAP ;;N11 ARIC.ORS I_Xl4 "t,T•Ch 'iAFE'T' SITE , it , -•- - `'R r R '. JNT••A['l+` RE:P045 F1 P`- -�--` CX 10P EOCE 0I , , - 750' - / / / F 1 ' 38O' Or PA•�L 'as lag•- - f -10- r tl�s• L4-e-20, ]04 SEAt[S ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 8 h 9 A1) CAL. -IN a S0.1O SC ANCHO.5 SHAL, EH EMBELUFD ?/9" :Mill THE >OTJREr (IINl_PETE NO EMDELA,E11 INTO (CI IHF 'ROOULT EVACLA UN Drk.L ENT *III HE 10A IGLREL I AU' I MGG.rIEE. F � 1 � ' �q—� 1 I , ; ' T. I.;.. - SS SIW RNETED TO FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 - S%ICCO iwNt BE P,"IIE •' . 20 SCREWS USED SHALL BE ' 1/2- IONIC MMNUM SI,OULD STIKXG E,R' j 140,•1 063- 1 375' 3_ R , ' 170' 6D6' 1 AhCLE • 1> ,/>' OC NC '' MINMUM FOR WALLS W' H 14O ; t!QCO NJI! MAY 9F HEADED SCHEW TOTE A,_ MFFADEO SCRF)VS "/U , LAU Idl SITE 'iC`ll v'.EO1 51•K: eF R11,F EL: 9 A tL UA AFGS LP-D ENGINEER OR ARCHIECI W ,u WILL BECOME THE I t: 625' F E'er ' \ - + I OW. I 67i. 5I WITH W1Ni. Nt,-S trN.INEEP Of RECORD C ,H ) IOF ME PROVE CT AN ATA, Tip BE ESPDN5101:. TOR ME 390" , O6!' I. � 343' R.ae2' I.67," `.,P 1.50o' ir-, PHORER JSE C' 'HE P E D ENG+NEER DF RECURS.AC, ` OELFL:ATED FK14EER r0 NA-- I S 6'A HOLE IOR I / 093' �P, ! o15' E n M_ T- E, SHALL AEIM11 I.) IH LATTTR ,IT SP 5i' -�,-- I 750' REG�ILAR STORM PANELS J. & A' ELEVATION n 3' ,N JbE W& PPE[ O STONE. PPE AH CONCRETE j, iE PA4FC., >IF, RS TI,T.FO OR WOOD EMOTED$ BE I')UNO 01+ 14i K F FC IC CIIiAWM1;,S FOR REVFW UO LOCATION Al t I - R.12+ 1 EX15 i.NG WALL 09 f_DOP. 4NCv0R5 }AEI. BE LCN44 .HOUGH Tf RENTAL iHf MNN .,n` SURE BEFINU St ', I EVFM PANEL O.£RIAP E - W. Do* I .• ' N T.S. PANES ANC.ORNC S RE AS N N'IONEO -N A 11 -1 :N •.L (.I THIS LC S1 BEM IRE DI Y '?RIGNK LPL 44D 5'GNAT.,JRE OF THE 1TOF,,SICNAL I] - - - 1_a0f1• _ _ _ t N.R[ R IK REICRC• I- P14fTARE ,\ in... - , TYP.) DOO• O KEY HOLE WASHER (H) 1 r4SIIN4 C -RF;E L_G4r Wh1 AS.M C 94 S'•UTER MAYI Att�RLAS VBfL 5HA RE YA7F0 ON a READ,. v1S HLE LOC.4TX`N AT SrORN I ' C Tj•' Mor GAP 1/4' R APC1N ANCHORS A`, MAIIIA., V111 B, I I W 11,111. ,HL - - 063' ® "F" TRACK ANGLE (4 3/a" "F" TRACK 0 FLAT PLATED ._I 8 y •N -14(1 1 AS MANt11AIIIK.1 61 JE.AL' Ni ( MIN I .. I y00 4 pN,l . S FT1EF N A.CORDAYCC WITH SE- r10N 1 ;'09 9 3 OF FIURIPA Hl .r W, CODE ONE LAHEE - - 2 67' i p SHALT. RE ICED 1UP EIF.1 JPCNIN* LABS. I4G TO CO.-tI *':R SE'.T1tv4 I>D992 or �, F 0036• (M„'.I, 094' _ WITH STUD (MPL OmaAP -1 WHOLE VALLEY) F eRraN P r T F, !.' SOL L• SEI ANCIIORT. 45 p•'Tq E)UTEC B' Nl •`ON �CRfW' :,OLr A .iV I„-' -C •"JFIUA 3JLDN+'.ODE GALVANIZED STEEL r -344•e L,,11NIHEEIMFNrr _ _ ( N 8OG t [RMI a M HE STATE DF ... 70 - , i , `' ,\� Et{ A. Ti(C�l'4 - 1 . : AVf .AUI! FE1AMf 'D AND t'PN .NA PLUS nNCI OF5 A'. N I IAC'1,kEL D E.L..O GOI45rHV'.;',GN '` •'"""-•. _-'�- --- `It15 DP14WIN4 SINLL DM1' BE _USED_ 0 un S' D,+C 1 •.. RFCro�r: (ua I:-7➢71 c„) N/T"NrSNnluag4- I , �_' ( ��' GEN �I ✓AP�s --- - - - ---- -- - --11 - - /4 IF I 'N u4P ANCHCPS. AS MANUTA_'IUlI R♦ THU FA%l „RPOW.1':N \1,{�T„Tl A Tl��"i, 1 1.06J .�/ >� tr<C 'I; . ..I "A. 375'. H+le'e s75'.3'/4 --_ _wNN A. 4r S" M1N.MJM EME,EOMEA' 4 TAPI.UN ANCHf1T_ FLCr1 PK4Flw'FS AI.D EF TAP-CN'P NYCHc)H, INTO Ir,( '�^!T F 'BUILDING GODS (Hi h Y.locfty Hurr{Cane Zone) -,I -T 3,5-`•, . d4167 t WAX WF, _ �'EP,. ..E.•'VC - _ 615'e z .: * HT Er::K JNI1 S.HA. 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TJ NAA+9 E-- I NINTH I 'P�,'t �/ I /�.�•M •A'-k''•°• > � -e• ,a :'-B• 1- ..• . ,/e• ,....... __L -) a ssa•paN_ -ion R"wP ✓4 1 r 1�:' .- . 9,% •% 2• . 5• . I;B-. - \ - a F c9NorT Atc.aLs� > 5'-e' Io e'-' o• 2' , a , L'4• S'R[TS . • 1) , -_ dN A¢I • '. 3. k + I ? 6 -,0' 10 B'-0" 2' . 6' F ,;e• _ No. 44167 *. • SPANS VALWOFOR rAS O DESIGNPRESSUREPRESSURE RAnNG - * : * FLORIDA BUILDING CODE (High VelocityHurricane Zone) AqMM1 ST 10 S7 O'EN$ION "NULL BE OWNEN'ED '. OWN 'µNEW. .NC. SECTION 1 - pAtALEI TO S OR. PANEL'S LENGTH 1%, �e '• FCORtDA : �`�i 20 GAGE GALVANIZED STEEL STORM PANEL .,. ..♦�NA•�NN` SCALE Ile. t' !4 1rS(QMF +'�-'- _ a)/9/20)0 �OUCTS. LLD. DITIC 110 III irt. `\- GLOBAL PROTECTKN PR /' SIT, 51 4O'E. MULLION CAN ALSO % .!STALED II STORM PANELS ON TALK .{.� OR BOTTOM SO THAI n IS LOCATED A, TOP CABOTTOM CA OPENING (;' /-yYo�:.l� TILLY TEST1N0_ mwHNMR CCOtrJANY r� I• 20-176 PIAOeN[ (95l)AAp-75a5. EAR. (fd•)bA.-eni (ONE PANEL OPENING W/ TUBE TOP to BOTTOM). IN-,. Rn'nr-,Ati s. ON) n,_IN, P[• 9EN/SIONatURE/MIT - CA-Oo06>t9 � N' wN.rzR w nun ,r.. Pf Rak L.. ...6, INSTALLATION DETAILS FOR REGULAR PANELI ''tA INTO EXISTING WOOD STRUCTURES I'.nv.' 6r1 n� _ _ I/.N ,NW rAS. W rNF , C� nn�'w nRA.lP�rottRns 4 (------- - -1 I --- Lo,-A uRn - simi9.0 _ r:,o` -p - 1 I '-HIM. - _r_ / I .TI. R} RA W '� I W s Was �- � 1 ' 1 _- r _ t�F1>N<♦ .roc ./ ioI&IM Soo • ue.�"'�' - 1 / ,:.•. 1s face • r PL ./ __._ _ )P�un+`io .oee ! ' �' � i ! r 1 Iv1. . rm DKO,."FA .omMa.� uIs><nWo jj ALI LI�i pn.rn •Y ) AUOrf W/ ARN'n•NIRpP N �.. t� Ih f n Ma eo.w W i I f � �' ! / Z .-- - _ ! P Rpm CA NM ... nspa y 1 __ _ w �I I }I ;1� I r ,� *1I 1 vN I ' , ! , 1 I P` _Ar.r i C, - / /.III yr I III I rn�r°P To 11 ­1 A. i I � I /, 1 ,A� ''YInH n'" Y ... ,m.,. I I Ss' ' I r� ;(• I:,'Lii-"►�f >JpN11`E t L� ° _ I 4, y I• I E -? ,omAA J - ! ® W -- I /pp;RAC I MdRd ^ C', I MX ,OouM ,-- I a Pa IT - . HART YDRa ,-HUM i , 41A,No a R I i I I -.1 i fi __)- - _ �p W. vFIMIa -k ' ra aes 4 ro - -) 4 I I _1 %Rw��Atr 5 . �;_- i waAa --�. sw -mP wN,elr- I fi . -- I. '�411N> �', - I I u--.- m ! XA.s 1 i r ! 4 ' I j INSTALLATION - ALTERNATIVE 3W I I :,.•<Poa 1 L - At , ERN Im`I II I -A. - __," - . i AA_-\•� cya,r I j,�W- I -- ,� I �_-.�_I _I rN -117 N1/rp�.xl/f L�"a". BUILD -OUT MOUNTING Ia.Mu� 1 .-I/.•, NMaaR.e•r.. n' Lc MraTe ..• ..__ !-'INST�I i:: it:!�,� AT10N -ALTERNATIVE t W I 1'pN NNm n. La N,e - ,® SCALE: I/4' . I- i'- I CEWlIG It FLOOR MOUNTING WALL k FLOOR MOUNTING IMOUNVI SW INSTALLATION - ALTERNATIVE LW INSTALLATIONS - ALTERNATIVEWALL (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX, SCALE 1/4• . T• ALLATION HIISTA.S.D. - ALTERNATIVE 2W DESIGN PRESSURE RATING) SCALE 1/4' . I' SCALE. 1/4' . I' nY >r I -, I. ,- s+m At. 1. 6 I rMr�.Pm em I (- .. Ps, .,plan S NralTRloN NW FSI..R atcl C - y NOTES: M""'AAUUHNI„11 REP A: TI(�/ �.� FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALE- 1/4- - T- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.O DESIGN LOADS S,, N ,. • . , T�,"S. UP iG +R• 5, -72.0 D.s t AND PANEL'S LENGTH UP TO B'-B- �: • vCENS,''• 9 , FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION- WOOD MEMBERS TO EE SOUTHERN - PINE NO 2. W/ SPECIFIC' DENSDY' OF 0 55 OR EQUAL n No. 4167 - .m. c-'Em °� 20 GAGE GALVANIZED STEEL STORM PANEL 19' DnARN e1. ND?r�DR col�Bi[tnnlzNL D� sEL,I•aNs - o -, St DF `� ,�,' '} ', GLOBAL PROTECTION PRODUCTS, LLC. °'�/2"P �" TOP _p. •`�ll..;?_' `'_,, 0/,--• It RID" ,I` „L,NECOINC `\ +ADD bW 5, 5,>1¢, oMAE, FL 3>3,. & BOTTOM MOUNTINGS CAN BE COMBINED IN ANti WAY TO SCAR ANY �i, F '� •G / St TIWT ,� ND k CNotAI¢RNo cOMr . w NIA.-..Im. ^ M,N .«ONE fAaMm-75.s, ru C5•)ee1-en> 20-1J6 .= IANi •1I-,Yo . TAN, nt-,y�, ,INSTALLATION. •(�•e�� �A/1/1Nf SEAL/grlu,TV1f/CArt DAYRANG No 1x.. NAA� 111, MATTER A. I'LUT PE _ SR[7 m ar iA Ht5T COHEIR- ASN.aRS CONCRETE ANCFUI6 _ roo coNcRom AcH oom SEE ,c SOME ON SHEET ,. (SEE SCHEDULE ON� (SE WKM E O.Y_ 2 FOR RESOD SCIAVA SEE SlI. ON y,EET 15 SLICE ,4) sNm ,a) 1, 2, Q iW/15 - - _ O POUWEp cO+cR'rt \ / _,i ,= w. 1/4. 2✓4. 2A/4. 3/4 w 4/4 t. 2 A ,WI _ 3• MIP - - ` .500. t REOUREDI I 500'_- I - - _T_ . __ __ _-__ _ _ ._. .._,' Yn 250 1 - {{ n I-i ----- I - I � . I - " L_-r- � ---r..}- {_,---•-.•� �: -1 I-) _; Iro„Rm cow_RFTf r I 11 I REQUIRED i I i- C I i -, I I 1 i , II + I I I I . \W ! III i l 1I ! jp j I t N \w _II I II:I1'11.i I1..:.11.,I III t 'f �; V I I I: _ _ I I ,-SEE ScHEpAs CA- �5R SGEDuIF eN_� :III I P P` (NRR,OR INlpWdl ANEL IIN1FIa0R PAIR ENO AI$L . EHEET TENc "AEU PANffl) ( ) ( ) i 4 I [y,• 1➢LPMATRA P i TOR W.o SEPARATION FOR 1W, yG ;! I I I , I I i, I' 1 I 'I I TO CLA4 , OtI I TD GLASS i I L j ! 1. J. -I.. J_I L-1_1 I.. ;.' •-1 I--'._ -: ' {. J R RING NUT 0 EVERY O ` i-;- r e RJNLlf i EKRr -�. .. I I 1 f i 1 11 I! 1 I f 1 I -f - "TUG a t7 V2' o.c siuc a ,x ,/2' oc I ' • (j�l j I j 11� ! �, I TG� -�• _ I - I I I I 1 I 1 I� I j' y t 1 1 1 ,, / 1/i • ,�/ SP ,ns ,' S/e" u,., (CASE ,), __--� I/.•Ra,w/ SPEIT1NU15 M . ; I . _ I 1 1 ! 1 I I ' II ,je' pp I rToo�i a 12 1/2' OC SEE OET I/I•,I � 1 .'. I I , ( 21,a/ ( T I 0 12 ,/2" O[ CI (SEE GET G ) 1 j 1ti I �' ;; I i I I I � i - ' I i I I I, I II ON nmNTF IDGTIN; '.. I i 11 I i I ENC Pµp3) \' :I I ) -' I 1 : A 7".) "+C --I 'p�i'' T tr !T C (ATERMrz LoGTION `j1 r' I I ! 2 I I 10) C. I (. 1 - 1IAt EIIB PARTS) I '' I: L '.1 I I 1 ,/H l-a--. I: r+pWEO C011LWRC� I I II I� 11 �(ASR/OHMS 6 Y i I I j ,tilt i - -T I I M COMCRET[ o i 1 i a I ', f I II B`R°EO � i RIEDD I r ' I I , . I 1/4. 2/4. 2^/4, 3/4 OR 4/4 1. 2 & 1WI 1, 2 & ITAI 1 I I ALTERNATE 1 4 - ON �� PANEL ,-_ it AREA W/NO IIFE SAFETY PANELS (SEE NOTE 1BELOW ) LOCATION i CPM I REGULAR PANELS _ ) , _. I. W/ OR -- PANFL�-"� ��, 1g. r , -,^ - W/O REGULAR TRACKS I- fSEE NOTE 1 CONCRTE .wRoAs /` \ {. RE LOW) A LAST PANEL n TO BE NSTAL.LED AS -. \- 7JEDGE Or UR SAI sRTDy PA EL OPENING S�Ny (SEE SCNto,, E ON SHEET ,.) PATTED -' I A ao ) N 1 E TO 10 &RATE BE TATE� E4 AT ONRrMRnOEDC­ AEQLAAtfDCONCORD ANCHORS/ -- i1 '' TO BE INSTALLED OR REMOVED FROM INSIDE(SEE SCEDULF ON-' Di STRtIC1URE SHEET'•, -LEDELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32'-1' - SECTION 1 SCALE 3/0' - I- - SECTION 2 SCALE 3/9' - Y I © 0 _'/.• N. G•P D" (; i!i)' I/.. - I' 407a oN_LNi_%6 TT 3T w__pAbT_, ,S,si£AL-INSTAL1Att ft_. I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (TIRS- OR UST PANEL] (� / JS ( OR AS AN INTERIOR PANEL - (ANY PANEL LOEATWN IN BETWEEN END PANELS) )PAWN_ B LAB P IAGTON PANELS SEF AT LIFE SAFETY FAY OR MAY NOT BE INSTALLED ADJACENT TO REGIIAR PANELS SEE Nan 1) (W/ OR W/0 REGULAR TRACKS.) p 2 LIFE " TY STORM PANEL CONSISTS OF DO39' GALVANIZED STEE: STORM PANEL AS SECTION B••-O PER COMPONENT 0f , SHEET 2 OF DRAWING SCALE 3/32--I' THIS PANEL AT CAS ITSELF TO BE REMOVED ON INSTALLED FROM THE INSIDE OF STRUCTURE. i ItE SAFE7Y P REDUIRCS TOP TRACK 10 BL COMPONENT ® & BOTTOM TRACK To Ns•,,,,A p11TICt/ Fy6�`,�, BE AS OF THIS NMOUNtE6 1� ........,•.. wAIJ. BE INSTALLED OR FLOOR FOt L01N.NG SECTIONS t & A/•T , 2 ON THIS SHEET. AS WELL AS DETALS I & 2 ON SHEET ,•. ='T�Q'_: V,EN`,r FLORIDA BUILDING CODE (High Velocity Hu Icons Zone 4 MAN LENGTH to;? COMPONENT ® IS 15' c Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOrOM 15 GA•EN ON G :, NO. * ; �f S `.. TATI °'C 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES 1 & 2. SHEET 14. % * : _ Oroe* B,. COMPONENT! MAY BE PCR1&WEM OR REMOVABLE - ATE - "/t020 .. P : r a=` - GLOBAL PROTECTION PRODUCTS, I.I.C. 5 SEE DETAILS FOR INSTALLATtON INTO WOOD FRAME BUILDINGS ON SHEE- 15. -,,t-.. OR1Q ? - ' INC ', •aw SR 5, STREET 9AR -'A, FF _�'G "L' TEenNe * [Nd�KtleK CDIr•NY a4NE R ISIS'. 6 SEE SHED-f A FOR DETNt APPLICABLE TO THE NECESSITY NOR 'HF. IN"TAIAi-0.ON OF SPACERS AT TRACKS INSTALLED ADJACENT MID BEYOND TO STI:000/W0OD BANDS AFi Sg ONA`Nta�I .. f-) oil-':: r. Oaq PR„ io',T•A gnrE. (As.MaP-T5.5, fu (s54NeF-aw) 20-176 ' IN IINI.MeL--- CP,M.s,G A A SC•L/SGIAANIe/(MITE A TALU>11 WTUOA , ,R.n >., TI - Tow" " O x An 7 MAXIMUM A.S.D. MIN PRESSURE RATING jp,.,$) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAikf ONLY FOR ! Ilow ;AT10I15 AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 k 6) . III e/ I/4•• Sp1• SS WS k wNLNNT A ONtmAP A oADLO TH O AY,AEL MAXIMUM A.S.D. DESIGN PRESSURE RATING(0.2.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS . .l A & INSTALLATIONS INTO EXISTING CONCRETE A( CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1D& @ RMALIAIIONS AS PER SECTIONS 1 TNRU 7. ON SHEETS 4 k 5) NAN1111.0 3T����CEN/t,'9 �' `SF FLORIDA BUILDING CODE (High VelocityHurricane Zons _ No., 4167 E auo' wG. . : 20 GAGE GALVANIZED STEEL STORM PANEL, * * - DR RAN w fT E OF �_Is�� '\ GLOBAL PROTECTION PRODUCTS, I.I.C. " % _ .P,' , 1`- M I L E C O t c. ' �.� • ( {D►',.• DAM'Om ,� .Moo s.W. ]. . �A'-�lj.ENL , F . , CAS /cs re k m mmm towPANr ONAE. n l3]t• .1. PHac (x )M-75.S. TAX- ("HOMI-sn7 20-176 ;4XGS`�/Q •' •E� 4. .�,_ ,m F... La'N c- '/AINNN I.N r N P r FMLTER w�iu6n - P.E m 1-wAAA - R:;A AA,a7 �T , of ,'N MMNNPwdEwSs5U0gL ��MO (P . I) w.. P 11�)L[HGM I MyeMw 9EP/JutnN � PMffi ESQ ` CrUNs) t0 GLASS CdlOnldl � ro ¢CRa6 Na � 7NY1 .SS.S )20 ! Y_y OR NE55 : 2 +/s' tINa1LTm nRU S k ) - I .SBS >1.0 � ai-5' TO e' d Mo. : 2 ]/•' IANBOIT[D 11HRU 5 k ) +550 72.o Rae-d' t0 •, -2 Mm �- 2 1/2' I • eGRD�RMCLOWTN WWKKMIRDIC,n A .al 9. -.6.p � '2' a• DA 1E55 � J •/2' � • eDLrzo a AT GKRLAPS _ d, 9 k +0 1fAYWM AS0 tt5GN aREauE -..- TAPCON � �-moo- _i.�-.o NO C WXWIA Cr TM -CAR. [OaNCgL1F ARMORS SPACING iDp rAtx-W o EC - ] ,/1• •' APPLICABLE TD SECINOS / k MAXAAJY P,J+El un coue,N,rTON NrNC1N �. (n.) PANnN.rz rD:Mlt a To �TD AMl1WE 0.16 '._'TS "- � MT.IG (P.1) COKIE>E I �[)E�LID ID�KNNTE�'. ,0 COMCMR j CONONE7F TO CONCNCR '. III COpCRET C4rURC O 1Nb e N A .• , 6 ; 5 / N/A ! 6' 6- 6' � e' b' 1 IeOn6M) e• N/A 4/A N/A !' � N/A ! N/A r I N� i DD°i NA / N/A 1 N/A I 6' p,A 5• N • A 5' 'I I / 3 BOnOM ( ) ,Ass. -)2.o _ e• E N/d N/. ' ./6 r I N7A e' N/A !• n/• ] k •_(TOP) I'-S' OR LESS �(BOTTEWA) OR LESS _ __ _._1__. _ 6" I $' �. _, ____.- _ � N/• I N/A _.._--�--._ t 6- ' 6" - e e• _ _r� _. a' j d• , - _ _ 6 N/ N/ � 4/A a M/A .' Ni. e• M1/A I ) ��,) a � s .� I N/ e• I A. e- I e• r I e' • k 7 IeortGM) _ N/A N/•. ,7 1/2•.__�..b N/a ,1 1/2 6 1/•' S (70P/BOTTOM; a ,i•' ­­� ! ,/r 6 IN ! :/•' 5[E SHEETS ,O k N, FOR AKHON TYPE l SPACX.G FOR IHStAlIw1ON5 NIO WODp FRAME eLND.HO. W,WNI AICM'IR Si/,C.161 AND 1RIYYIAI [PS INSTANCE ARE IIIOCAIFD OR INK $CEOAL FOR L.O. LESS 1,YR WdFAtfD ON SCRWL[ „mucL ANc,NaI vWnlo BI IRA TWO SPACING Waw ON 4C.m Alt T WE fGLDWANG FACTORS FOR rI+S CPEIUtaN ro a PDSSIW,E. RLaucLo SPACING OBfN.Eo ,IVNc rAtroR sH.uL ,NTT a LESS N.nA MNnM sPAaa Praor+Eo ran v[.M AA:Crw rrP[ A AraRs LExNo. TNPoaN PWIpMn[PAgA+rt H4A-W+ouo-1<rr4rMAacar.'()3-- Hm __ ] - , ,/; A),Cldt>.n- ['7�::m�,:-7 w 9u •Ra m ,m a - - �..w •No ,/1. 10.. 5/e' LDND BRA95 PUSHING ./ INSTALLATION DETAILS FOR REGULAR PANELS,, ;) & /A -I s FG pACES-2D'1• t5 MS w ° "'• 0 C,61 `' �.--_ ;..I LC,.GT,6 W 5'-0' ANG/4- 6 , Oc It", LLNGms w 1. d'-e• M.. SUB l,,-In INTO EXISTING WOOD STRUCTURES - INNEWAIE FEMALE ID OR PAYRIMT[ PLUS • 12 2. 0 C WTN I • MY,, THREADED PE4[HURDN To HEADER OP ALL LEWTHS W -_-� -T I 7 I I r _ - I J C R� , q `K „..FOm `• oPaituo{d, . 1- IiI I t J }- 1 --T--� - 1 I I ro1EY6+NG Maw .EK" I I ('-'/� -•• �- 1 •1 I I II ; ��3)�M E F I I� ; I 1 I , _ ,Ir . eL ">= =1===== -O EOI 1._=�, 1 I. Y I 1 S i EO - I- -: EO;.. i T I 1 I __ II 1 ��"- I II i A#If.._\.J.1 G.T , E0i 6 E01_ ,.I _ I : i \ T A I � t ` tR 11 I r RDDD IElOER I Y oUP[o - i - i Pow IrucIFP ;01 I Rood HFAUP I I. Rt. •-�- -� iY -i ! ; 1 9 ALTERNATIVE iW ALTERNATIVE 2W - .._� J SWF 3/e=1- SCALE 1/Ml- (-- , 1 II - -__--�__.�..i.-J , - T..-. ; ) -74- I SE xH[DLILI� I I SEE SCHEDWAE ON ENEET a I - NOR Wn SEPAL -1 I I I. l OR a Ct0 ; I r I t0 CUSS 1 1ST �:v/]Y I 1 I WNc Iv.-II `' I f'�AASS i I j(i li ,m/x�P.r. �NSIc.N 1 !-,4 �% `� EO; �9�1 N _i Ea ,t ' 1 F0, ) E0� _�"-..-_i�_I i !I -. «- I..__ 1 E E01--I - 7N EO EO, - I I E0; T /7 `^ E01 }''�. --- r i �- 1" I -­ --N CGI 5/1• BRASS 1 .-__ I � � W„ � I\ L ,7:7T, J/' SS i , I ADw P'A,f I Nm run Ao PEo I I 1/•' D- . LONG BLIS N Vol 1/4'• 2W2' SS MS e a 1/4• DC eG 4 fA•P.>/37• `_4 _ A�' r DC I i S1A'� I IT I FOR PAID UINGMS NM To 5 -0' -1 A : 4) �. Y.4• PIAR I 1/4. OC TOR LEHI up To d'-a- MR. OR /,.-,o PANELAI FD.AE a OR ' AEDIIR[D PARELYATT III a ,2 ,/I- a. c WTR , /2• Ad THREADED PENETRATION AT I 17•: uc KRWs • r ac w I In- M. +N.Aneu .rRnRN(oR ALTERNATIVE 3W ALTERNATIVE 4W WORIOYH or r>LSteR: Raw %ATE FNW 7'..• AI I I tt aovwD e A10MmR O ALI SCALE 5/lI SCALE 3/B.,• _L ALL LENGTHS UP TO e'-a• Mm 1 1 f ALTERNATIVE _OUT MOUNTING INSTALLATION NOTE : sNUT7E.R tRI NOT SHOWN FOR CLARrry ALTERNATIVE SCALE 3/6-1• ALTERNATIVE 7W SCALE 3/5-N- NOTES: „',TINT T IL �A a"o N. [/jA'41l, ..... 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.D DESIGN LOADS 'Q ,i PV • ''GE IF TO +55.5. -720 PSF AND PANEL'S LENGTH UP TO 8'-B' -S : J F -% FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN - -.* -- ILI[LO NC TP PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR FOUAL = - No.F;;o�� 20 GAGE GALVANIZED STEEL STORM PANELDMA, eT NSSL rOhcaaBlNAnoNofs£c7(DESs * . - - �,•09, ST r.-� -\ 1L ECOINC. m/x/2 70 PROTECTsON DUCTS, LLD. D.TL f,h.," 'U"�" I �FF `GLOBAL - TnAr: T[srBNo a oautmeWo co.sALMwcFL>3T+4COMBINED 70P & BOTTOM MOUNTINGS CAN BE IN ANY WAY '0 SUIi ANY ? , FS' '/y'A,AN . HAWA.RrXN..I.r I PART, Rn.IkT'N ^'• L, AATAG-wp6T19 N.aE I.s+ke9-7sa. fA.tS.)MR-em 20-176 1N57ALLATION sSEALJSIA.ATU,E/CAT ROTOR A TALL" A, Pf R WW1 pR4N,.G Ne. •- - - .A M167 9R[T ,I w x L� Opp^ ALTERNATE( -) •I I, I` ,/ I `� ,' V /� LO t. 8 1-7 I 'T-, 3.y.. - '� _ 1 _D 1 / ' '✓ AT END PANEL �/11 �• I I 1- . ! i - - - - . -lFl - - - -- L"---J�71- I. I STUDS 0 EVERY Ia- I C I 1OVERLAP -I_-;_. 1 . � I I _ -.•-- O /2•AGJ I 1 I 1 I P f TO HOLD PANEL 1 I I i I I I 16 1 1 1 1 �! _ I I I/ 4 /� , N� 1 I .1 _. I 1 1 I , - (HIS) 1/+• SEE SEE INTERIOR PANEL � END PANEL "� SGIEDULE %, SCHEDULE /1 ® oe (7 }-� _ ,• _ 00 M... - FOR W. L-3• OR DIRECT MOUNT ANCHOR A.EHOR SPACING SPACING '-3' AI DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE i ) SCALE. 3/16- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING D.s-f,� AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT � FOR INSTALLATIONS INTO CONCRETE AL CONCRETE BLOCK STRUCTURES aQIIWS11L..--"_1 III WALL_MQUN1_CQWIIIQNS_TQEI4QITQM_ It. i&. • J 1:Z._' '� 1 ALTERNATE /'�, 1 1 $ LOCATION i 8 _ ( } AT END PANEL •� I \-L nws o EVER' - - -?-T-} - -_ OVERLAP �! ;-\ 1 ' I i I : I' i 2 I z o c) I I / I I i I I I. HOtp P L ANE 3/3' w (CASE n) i_ 1 ' j T?� I 1 --r- -_j -__a- -1--}_ J-�_(t_r-t { I °'ll I i I 1 i I 1' I I I S I I I I 1 I I i I I : { 1 1 I I I tt 1 1 \. ' , --_ - --- - _ /4• SEE SEE '---INTERIOR PANEL `--CND PANEL ® OR �� - SCHEDULE • SCHEDULE - -3-- p FOR -- /2 FOR - 3' 1uAIIMW ASO DES" pRSSIAt{ RATING AI:. MPCO. OF TAP-W rM PNEI,WR I[SNIE 0 NAELMME PLUS APRUGSLL TO SCTIONS a k CDMBNAION jOF THEM MAXMUM PAID IL"Gi. ON ; TO E TO NAL� L TO COHCNE'FE CONC,0 LOC`� X TO I to CONCAEIEICONI ro 10 Co"CRErr I co"C'"'T[ TO _O CONcRETE;E9'c"'T R S5.a. -72.0 6' g- N/A 7- - N/A 9' N/A 9' 6' N/A 9' 6' N/A 6 N/A I & 2 (TER) 5-0' CAR LESS 9' 9' 9" i 9- 1 (BOTTOM) 6- N/A N/A I N/A 6• I N/A I 6• N/. 6 ! N/A i & 2 (TOP) +55.0 -72.0 9• 5' 9• 6• 9' 1 7 ,/2' 9' I 9. 9' I 9• , (BOTTOM) 5'-C- TO 7•-6' +SSU -72.0 fi - N/A N/A i N/A 6' 1 N/A 6- N/A 6• N/A 1 & 2 (TOP) ,7'-6' TO 8--8' 9' 4- 9- 6• Or 6- 6• 6• d' 6' I (BOTTOM) SCRILVV.L 1 2 . jDJV2__f=B_Y_QVt11_S�IWII� AI_WnQIWUY_ _ L,D.._-3_!.: MNPAUN Aso. ' PRLSSUR[ .ArIWC-.r' SE (51w a SA• H., Fey TOP O HOE) CASE s (Nw e Y MN TPOM TOP d A,LLL) TAPCON _ _ IN APPUI'J,BLE 10 SECTIONS r & Y' COWB.NAT:O OF THEM MAXIMUM PANEL LENGTH •L' (I,.) i0 0 lO O E c +49.2 -51.5 3• }' 4 1/1' a ,/2' 2 (BOTTOM) 7'-6' OR LESS .52 B -66-0 3' 3' 4' i 2 (80TTOM) 7'-6' OR LESS +55.0 -72.0 2_,/2' -___� 1/2' ___ A• _.__. 3 1/2' 2 (BOTTOM) 7'-6' OR 1E55 -55.0 -72.0 --2 1/2'--�2 1/2' N/A N/A 2 (BOT10M) Tr-6' TO B' 0' +55.0 -72D N/A -- N/A - -. 2 (BOTTOM) 7'-6- TO B'-B• 11w ANCHOR MP. ANCHOR SPACING SPACING DETAiL 2 FLOOR ^ 1'-3• MIn - : MAXIMUM A.S.D. DESIGN MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE: 3/t6' - 1• PRESSURE RATING (Da dj AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE LAPPl6•F" F ONLL To -=DUNS T. _" .�D,ICAT'.a_F�.1KL._ W_LTT_A1QBM_PANE. SnTiDI ON S11111 111- A..WWAH _C C[Sap I Aw aEt IFI"'. n,[SS.I..ANC L..,.) 9bN,A.+1CN 1Ma 7' (n i M awes cotlDn'aN RAQ lECaas) 4E SHEET 15 FOR ANCNpg5 TYPE • SPACING FOR INSTALLATIONS INTO W3op FRAME W DOIO WWIA ANCHOR SPA.NhS AND MNMW EDGE DISTANCE ARE NdGTED ON THIS SCHEDULE. FOR ED LESS TITAN NOGTED ON SCHEDULE REDUCE ANCHOR SPACYG Br _DPLTTNG SPAC,NC, SHC11A ON SC40ME BY THE FOLLOWING FACTORS FOR THIS OPERATION TO K POSWLE REWC[D SPAOAIG OBTAINED U5WG FACTOR SHONE NOT E LESS MAN WIRMUM SPACING NDWArt0 FOR EACH A"C.W ITI.E A ANCORS LEGEND. I/•'. ,/4•. ,/.•. t/4•. ,/•: Alo TM _ "IKON G rAP-0.P ,A It PAAaWIs OA A_ VR •Ioell lPw (4.) > > J 3 111 .-__ __ -- P.. ANrI O.Ia,r eRN (N) _..-.__ 3 > ) In __. _.- . ] 1n __ _]I_ _. Amin. EA Om EaBBOO /ACRI1 r IAA 1On - ,TIC.. ".. ] ,jr - - I. ,�ywQ�, ��CENS , %� : No.44167 t. *: 4 FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (QAa.f j AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS d`) do & INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS n& QINSTALLATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 k 6) MAXIMUM AP$CHM SPACING FOR ED. . 3 1/2' - APR DESIGN TAN:ON-- ' - LT TAP -GRIN TORE -T - --T--- PAN4MATE RMAE ID =` OANE1JMlE RUS - ---SO.IO � AF'PlN.1BlE TD 9ECTONS / k AW M AA_ PANEL LENGTH 1' (n.) ' i -- RATING TD 10 CONCRETE' CONCRETE 10 CONCRETE I COKR[R TO TO CONCRETE CONCRETE T- �TO CONCRETE ['OMC4ER to COICRETC � CONCRETE 10 CONCR CONCRETE r I.E. (pHs,.) i of . 1 aOC. j am, BLOC. III ETI E ; N/A N/A I N/A 6' I N/A 6' N/A 6' N/A N/A N/A '. (TOP) -- ________,____�__ - } ---- - -- --- - _ 6' 6 - -- b' 6 4' N/A N/A 6- 6- N,/A N/A I (BOTTOM) _ _I _.___ _ ._.. ____ - - .N__-_.. T-_ _ -N/A/A - __ .55.5, -72.0 OR LESS 6 N/A L N/A N/A . H _ N/A i N/A N/A I N/A� _ _ _ -$ 6. N/A � _ _ 6' N/A _- __ i 6' N/A ._T___ N/A -L 2 (TOP) _ >7'-5• TO W-6' 6' I N/A -_+___ fi' N/A __ _t.__ _ 4' 6' N/A 6 N/A _t _ __ 5- 1 N/A - N 6 N/A . _.- __ .� ! 5' 1 N/A -_ 6 N/A _.___ __ .- ( N/A i N/A -___ ----- N/A : N/A _. _-{- __ I 2 (BOTTOM) ---- 3 6 4 (TOP) --- 6' -- -- 6• N/A N/A _ +.-- 6• 6- - t 6' 6" -- ----�- B' 6- ---r --- I N/A N/A 3 (BOTTOM) N/A�} ­__�__--.__l. N/A N/A --- �__A/A-- 6' I N/A --.-,. T 6- N/A. _..___.__--. 0' N/A --- -----+-...----�' N/A N/A ___ ------. ---- 7 (TOP) ---------.. 6' I a' ___ -+- I N/A __�'_' _-y.- E' I 5' __.._ �_' _ ...'2 5" , 6' __ _ _ Y 6' 6' _ -5-I/i:._}-N/A I N/A i N/A 4 & 7 (BOTTOM) --•-. N/A ___L.__ - 5 (TOP/BOTTOM) N/A N/A I ,2 1/2 . 6 1/4 '12, I 6 Ifs" 6 1/4- 6 :/A- 6 1/a-_ I 150.0, -53.3 N/A N/A 12 //2• ; e 1/4- !2 -/2- I 6 1/4" 6 1/4" 1 6 1/a• 5 I/4• I 6 1/4- N/• N/A 6 (TOR/BOT70M) B'-B' TO 11--2' 55.D. -72.0 N/A N/A 6 1/1' N/A 6 i/1' N/A 6 1/4' I 6 ,/4- 6 1/4• I IS I/A- N/A N/A 6 (TOP/BOTTOM) )B'-B' TO 11•-2' N/A / f N / A _ N A N A / / N /A 4 A / N A A N / / t a' 1 4' 6 16 / / T <' a' 6 7 / / i (TOP) B. 9 +0 OP _ 6 I/a' 6 ,/4• -- 139, -48.0 6 I 4 N/A ` N/A N/A N/A N/A I N/A -- 6' ': 6- --! B (BOTTOM) --- 12'-a• OR LESS OR LESS �.- 6' 4- N/A N/A N/A N/A N/A j N/A 6" 6' I._._-__ 6 1/4- 6 1/4' 9 (BOTTOM) / I_.__._-.. N/A N/A __ 6 1/4- 6 1/4' - .`._ _ ______. 6 1/4' 6 /4' /-r N/A I N/A / _-- / __ N/A NIA __ - N 4 *_ /- N/A --_-. -- IO (BOTTOM) SEE SHEETS 10, 11 AND 12 FOR ANCHORS TYPE k SPACING FOR IWINUAnONS ,AGO MOOD FRAME BLRLDNO MINIMUM ANCHOR SPACNGS AND MINIMUM EDGE DGIAN 11 ARE NDIC.ATED ON THIS SCHEDULE. FOR ED. LESS TApN INDICATED ON SCHEDULE REDUCE ANCrOA SPACING W WAT1KL AAG SPACING SHOWN ON SCHEDUIE In ,HE FOLLOWANO FACTORS. MR THQ OPERATION TO S POSS&A. REDUCED SPACING OBTA$Wb USING 'ACTOR ANON. NOT BE LESS TH N W, SPACING PRGIED FOR EACH ANCHOR TYPE AT ANCHORS .EOEVID '/•'. ,/r. I/.: IIV. ,/.: #)am Tin n:PLW orTM-PI PEOPLE 0 PMCYAi -GYR-N _.'/4'.- 9pA-Yl ..._._-__ Nk mow SVwbM. (I.) 3 3 3 3 , In , _._ ! lJf ] In ILP-1 co- Ira Too ] _ ). ] ./T AGRORE CA ODee vYNB� F A C T O R _- -- -_ 2 I/Y __ _ __ _ - m __. on3 Iw - - Iw II -„�- > I-• - - w -m INSTALLATION INTO DETAILS FOR REGULAR PAiIII EXISTING WOOD STRUCTURES & (1A4 _ __- SI4-10 PAM[LMAIE PLUS i, - 114-10 PANLEWTE PLUS d 6 ,/: O.C. w/ 1 >/B' j _ 1 /I4-,D PANELWTE PI US 71 d T/4. 0.0 w/ , T/B' .� THREADED PENETRAnON 10 EXISTING WOOD HEADER ( THREADED PENETRATION TO r--1 EXISTING WOOD HEADER WOOD HEADER 1 REQUIRED - -T ---� THREADED PDAFFRA'ION TO EXISTING WOOD HEADER I I . I -- -1 I I I I - - ---. I I I f� .�Z LAOOD LVDA'- e 6 /a OF i 1CAR, WILD . N e /•• o.c. 2 I 2. E>VIT - eEE e I/. TIC HEADER "REOU'A WOOD HEADER - MNn. I�1 ,REOWotEO (�,:61 { {)IW_ --.N 1 '. `j •'-1T NI t I SEE STOE3UU FIN ' SEF SCHEDULE CAy 11 FOq SEPAEM I SHEET • r FDA Mn SEPARATOR SETT e I TON INN. SfPAMTNN '. 1 ro GLASS I I IO GASS. ) O CUSS /j I MP•. PANEL 'TROTH -I( PANEL LENGI- I ... PAN(. LENGn1 Y/.:--,- SS "' , ' (SET NOTE 1) y/• ..50Ft• sT } (5(F I NOTE 1) _ y (SET Ro1F ,1 S W/ 7/1:. I1/3,' W1A- IFUA I , 5 / N/e'• . I I ]/],• PING MIT * 1 , p/S wn.,'s 7 >n_1 VJ eNo NN 0 , : ) e fKn O. �i f . e E.cRT a!n M, E fn GEa v 1 , I i i1 I I I I i } i 509 i SOS 5071 I a 'L I OF L fN MAX OF L' AAAX I Il MAv E I. 1 I l �_nI Y EI 1 - -^{T _ 100 I - RING Wi w .. - EM)r+ .TA • CQ � � Ie ,/r oc 4 1 _ .1 - .1 RASHER O 2 '/2. 0C ..� �Cw..y�,•••� �p -__ E.. N - ! ' II _ 'I. 3/]Y ' IT 2. • I _ _ j r1 t: a' ac _ e'JI-wa 1 '. Y---� ; I I 0 � �- I 1 } 1 6__1_ _� _ _ _- E0. I7 1 - j_ ..'< ,AO SCREWS ; OC •THREADED I/2' 2'.4' WOOD PLATE _i 114-10 PANELMATE PLUS 2'A4• WOOD PATE -f • i, /4 1 2'.i WOOD PLATE ' I MIN P.EOVRED REOLIMED 0 a ,/.• OC ./ t T/e• I'NT REWREU i I YIOWbM Or AT PLATE . I THREADED PENETRATION • MID Vol" OF PUAIIE 1 1/4: LAG SCREWS 0 STUD I- THREADED PENETRATION I DIRECT STALLATICIN r AT MWWIOTH OF PLATE .I NOW a w STYE 3/5-1" DIRECT MOUNT I NOTE : SCALE 3/11I SCALE 3/6-I• 1. INSTALIA''ONE FOR ALTERNATIVES BW. 9W & ICAV OI VALID FOR UHNANIA LOADS UP TO .45.8. -48.0 D-a.t. AND WITH AS DDESIGNTO LENGTH ,NINN ,,"EP I, TItIj 6yy PANEL'BUILDINS UP12*-4 ?P�:•'' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN EN ''... s � SF '% PINE NO. 2. W/ SPECIFIC DENSIT`H 06 D.55 OR EQUAL ?�: FLORIDA BUILDING CODE (High Velocity NMFrtcons Zone NOTE FOR COMBINATION of crrnDNs: ? ND.F6*-:"°'° a,Lm...c20 GAGE GALVANIZED STEEL STORM PANEL D'PP�,TOP & BOTTOM MOUNTINGS CAN BE coMB,NED IN ANT WAY TO SCAR ANr ` * ••-.•--_:,.Y_ % o'•, $T i . \ GLOBAL PROTECTION PRODUCTS, LLC. ( "/n/1RSa nrzINSTALLATION s90• fl..4 1L E C O 1 M \ ARw sw. 51 SIRE, ,, F ' •"dz-_, q SSI a„SN k E"O�,QAMNo C---_ I iai'N�=1w' �`-oM,NI mw_ n_ SS31. P,IDRE LaSA)6e9-7w.rA1. ,nNlaw-en7 20-176 NA4 FIIIIII IIIIINI l seAL/S,eNAIIInL/arrt .... r_ o.i G-COOe>f9 Mom A. 1DUR J., PE aArNc N. N. H T i[[112 M x INSTALLATION DETAILS FOR OPTION f 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/-'- L"G SCRcl.s "e- ex A/ INTO EXISTING WOOD STRUCTURES 1 -- _ -- :I , 'R MM -WAOEO IEFR, m. ro dSIR,O wom HEADER r-I-_ f I I J __ I I �:' 2 EO �------ I i �I I � I EGI .{, _1 OR I�1 � I 1 TO, I ED, I :. Li: ILI I --_.__ :_-.L_� - '�- _-1 I wRwom� R RANG D,IaR k i it! ALTERNATIVE 1 ALTERNATIVE 2 ' ,/e• r ! - # /+••I• MAIN[ "Fr )1�i �.R121Ill*o I 3 y I I SEAT N I- If � I ; f . To G+ s L� ) �.--_._ t I E0' I - ED i : t-- I 1 I E0� E°; r___ __ Oe I I_ ^�,1 EO N - t--_- ` - 1 1 ." I I rt j-T I 4 t I I I I REOUWC rz : , . 'I �.;I \_ I i 8 C_ ALTERNATIVE 3 ALTERNATIVE 4 I AEo11.ED L I 1/a: Mc SCPEINS e r oc w/ I,/2' I//a �.S v a" 6RA.ss"ONevwNG ■, WOOD FRAME 1I/4•.-[o PeNc 't rEMW[ o GB ALTERNATIVE CONDITIONS !i ANCHOR LOCATIONS AMMOTE PLUS a 6' OC W/ 1 1/2' An. TMVDEO PEN[TINTION TO EXISTING ROOD SCALE 3/'e' - V WALL MOUNTING INSTALLATION PLATE NI SHUTTER -I NOT SHO.A, rah GMDY SUP A, TIDE , ALTERRNA/TIVE i W ,, '�CENSF SCALE =saQ�� 3: � _ :• N0 FLORIDA BUILDING CODE High Velocity Hurricane Zone) . * ', 'W .i0x TK,[LV. NC. 20 GAGE GALVANIZED STEEL STORM PANEL FA I0ALLATIONS % ST It OF = ` oR""" ft AR ONLY VAUD FOR BUILDINGS WITH AS0. DES'GN :WE UP TO +AT 59 5, -72.0 Pot AND PANII LENGTH a To e'-e• -AI S 9 '•. FE R1Dp••r _'- , "'_ _,'-�/F r IL GL08AL PROTECTKN PRODUCTS. LLC. O 01 0f/CANE 2 FOR NEW WOOD FRAME COMSiRUC110N WOOD M[Yaxs TD eE SOU*HERN ANNE N. 2. W/ SPECK DENSITY O. 0.55 OR EQUAL. •'- ' oF4SSI ACE / 'L/-2{/I�- i• 1LTIEE C INC. \ III 1 CAVE. R'>[fS' C ANH 1NHAAAI`i - MO k [1 �N1[RLNo COMPARE To r XN M.m¢ n M.r ."WL (.5.)wss s. FA. (wMe m, ,r. I....I.Iab r. Leon m..e.. 20-176 . E RY/SXaNTU`oI G-Owe719 WTI A mLn A. P[ - O'1A.°NG N'' SUTTEE Is a x ^-fi^,e ^W W -f_ Cn - _ M N CD � O O C .cn M U -0 � � � = = M O (� � - C O O N O m LL. p > I0 ._ CD Q T �l c _ c� s c . »-• c - v Nc •v � D C 1 - 3 k 133 = - -) G V LC > - 1 r ri L. V 5 M ( �/OP v� iw- 9 n� (3) W II U) CIO O L_ 0_ �j O L 0- V/ CIO SHEET NO. SH 1.1 JAL 3' MAX I• MIN. D.M.or;4 .l - y - O 1 O O O 1 O O O ._,_______7'___ _ -- 1 - i i 1 i ---- - I, I i I ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & I0) - 1+3A/17. AA/17, Will. 36/17. 49/f7. 30p& 3' MAX 6AW/19, 7Aw/14 & YW/20 1+MW/l4. 7114/19 a OW/20 I' MN. (D oP`LA) O 9oRN wort n Pa•4L SWIM MM 1 `'DR® I 1 --WEPUu, LSE We'•Y'Yt'lRl I _. _I •' -L A - -- - _. _ ••w]b,I Ss Y.S '• .. L A MAX. PANEL I' „ -'� ' mn w/T/W'.. ]/u' - 0" HAr WASHER. .. - .. _ " LENGTH (SEE SCHEDULE) OVIA ATIMAP 6 ' I O.I ` -0-� 1t .. I j.-. --------- .. 1w, •1)->; Ai.S_{lp- SIFE•Y '-'--.._ . .......1-LArAL1R _ /�PAIRLVIAe15 {RJ ID.M.-@-,f# --- - - - -- --1 I I J. IAn% -;r- PIr IU R ,EFT f RO. IWQ ��_- 3A/17,'I'- eNtA ryY�3H�p !B/,7, a8/17, Y/la• EMRM[� z/, 3• ,. I• MN MW/,9. 7AW/14 a aAW/20 i4, 7Bw/14 a wwI I' MIN _ ANCHORS (SEE SECTIONS ON SHEETS 17. Ill. 19 a 20) - OPTION 12 FOR LIFE SAFETY STORM PANEL:J; ELEVATION SCALE 3/)6--,• I/r!- - - !T OR@ 16A' (IRA DRAIN WOE N i,T-I dl� -1 'm ^, L /'- ..._. . ._�.w.-\____,/�L7t \ � 'V­ ­- .--. SECTION A -A SCALE 3/16'-r' tl 1 i r i i,- - ►1 BAN. B\B ► IL ► a B MAXIMUM A.S.D. EE Mc. . PANEL LENGTH MINIMUM SEPARATION � PJWEi- DESIGN PRESSURE I L (ft.) I TO GLASS I CONDITICN RATING (p s Q I (SEE SECTIONS) I N55.0, -72.0 i 8•-8• 2 3/4" 1 UNBOLTED FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1:4• TAPCON ANCHORS Ali TAPCON ANCHORS I,- TAPCON ANCHORS I. -a' TAPCON ANCHORS O 9' O.C. O 9' O.c, I, 9, cc a 9' 0 C POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE OR RED CON &INCH REQUIRED {__ BLOCK REWIREDE. ' BLOCK REWIRED ' BLOCK REQURED 1 _ -I N --- I - MyK. Max._ FD• I ' E.D. E0.1 I CD• i I I CONI. I WAIT I /C�O,NT 1 Co T ,'-41 w - .r j', - r„ IEaNe,Igam �_ (T a j rr. w- . y. _ I n'� TO _o art• ,N F t i - 1R - WIm IF) J � o I Pia* , G ASSNO� 11 aVsi�9 I EXISRrg�j , 1 wsrlNc,j 4x _ I dA i9 5 I E[E ja , ' #a f .1 t �- 6 ,L/r M 6' 3 VL( "N 1�/Ty:2••>a,• - r' I S! I/•ti--I•SS' �, 1 I • rf - R j I I : zJ )" 7�-4R � , ' - I _- I I C I i I II ` I ' I I %�'LHT j I M ! 1 I E + '{ I V 1 L " 1 I- i`7.. E0e -� ECr I ( t 4 E0.• � ED• _ I E-- r 1 �-C:: � J L -J I 1 I ' E_� E . - 1/2' I/4. 32/0. /a•S.S. U.S W/ -A'- I/is-20.3/a•S,S.r M.S W/ N 7/E'.K7/17' WING NUT WASHER I 7/e'IK3/71' WING NIFf WASHER O 12 1/2. O.0 (BEYOND) . WASH 72' WINO .0 d�j` .__ JAY , 3/32' WING , WASHER O 12 1/1' O.G - \. AUi WASHER (BEYOND) 1 4 TAPCON ANCHORS ij: TAPCON 6 - TMCON ANCHORS 6 4' ;/2.TAKONa ANCHORS O 4 1/r c c.-�/CHORS ( a 1/2' O.0 ( A IERE W 0 4 1/2' OC (STAGGERED W/ STUD) (STAGGERED W/ STUD) POURED CONCRETE 'DUPED CONCRETE FOR CONCRETE a11URED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK RECOPIED REQUIREDREOURm REQURED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION W E 1 MOUNTING INSTALLATION ATION SFeCT16N 3A SECTION 38 SECTION ALA SECTKSN ALB 4 REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O L111 SAFETY PANEL SCALE 3/8--+- SCALE 3/8'-I- SCALE 3/8•.1' SCALE 3/8'-I' I/e. SE[ SHEET IW III 70 FOR ,ANCHORS TYPE f ANCHOR T1![ -- SPACED FOR NSTNUTAWN3 AID ro6D -'I J UAM UM ARONOR FPAC." AND MINIMUM gN _..n •.-.; IN.) 3 EDGE DISTANCE ARE 90CAIED LXN Tr6 SCHEDULE FOR ED LF56 THAN INDCATED ON Ne N.- I `LlI.AM err (IN) 3.. SCHEDULE REDUCE .0400 SWING BY MULTIPLYING SPACING SHOWN ON SCREDUtE ACPA ILIA OK ammo RICNII BY THE FOLLOWING FACTORS FOR THIS OP06LTON to K POSSOX, REDUCED , ,n' SPACINC O6WNED USING FACTOR SHALL NOT K LESS THAN MINIMUM SPACING NDIGTED -_ f ,!T - _. FOR EACH ANCHOR TYPE ON THIS SCRCDUU r I. s In \\ � � GENS .a �. • J E :. No. 416 CODE PTI VIC TAPCON ANCHORS 1;4' TAPCON ANCHORS a If, CA: a4'O.0 POURED CONCRETE DR CONCRETE &.DCX POURED CONCRETE W CONCRETE BLOCK REQUIRED {_ AEOURED ! T ' 1/4• I , ,/i Mpr Ayr, E.0« t CO• F 'AN, I�` I I cow I ,N W,NI HP, TI : ..I¢ w 1 3 ) I . -No ,--P i a - I «m , E%ISDE}C-I EOS, %_; 1 GLASS 1 I I! G'✓SS I I I l !1 I I�• II I -6 I I •. PT 7/Lrss r � rK NR • I� i� I ,..' I Mvnir 7 I J, t f14-to A P-E_WTE PLUS W/ 7/e'.. 17' WING NUT WASHER O 6 t/i7/OC POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION SECTION 5A O REGULAR PANEL SCALE 3/6'-i' /•. -1. SE! le III 20 FOR ANCHORS TYPE • NOD"it}C TA.ON �"•.. SFMC44 .NG FOR INSTALLATIONS INTO WOOD 'FRAME MIN ANURK v.alR (i,,) J J BUILDING MINIMUM ANCHOR SPKEOS AID MIrIwUY (1)" DISTANCE ARE POCA1L0 ON THIS ) J •LIr.__ 'calle.W 0L) 1AICATED DICATED ON sc EDE FOR ED. Las THUIND RAF - :&;-- Ar ON) - - -,-- - - 3 In . SOEO6E Rto= ANCHOR SPICING 9Y NLhIWLRNG SPACING SHOWN ON SCHEDULE AOR9l 8A Osz 1`i9EErj IIIII" Br THE FOLLOWING FACTORS, FOR THIS OPOMTON TO 9E POSSELE REDUCED ` '/2- ,s _ W%CelO OrAI ED USING FACTOR SHIN HOT I ,/r - - 9E LESS THOU MWAW SPKI16 INDICATED I W 1.,1 FOR EACH NICHDR TYPE ON THIS SCHEDULE _ 1' - - fi 5' q ..µUNATE PLUS W/ 7/p'/ . 3/32' WING NUT wAsWR (BEYOND) POURED CONCEIVE OR CONCRETE BLACK REQUIRED WALL MOUNTING INSTALLATION SECTION SB O LIFE SAFETY PANEL SCALE 3/8--1- Hurricane -I--0 N N c- to N _ CIS 0 U _0 (1)Q Q 0 O c .& co U�� -0 6-- a- � &�F W J -0 C`- O VJ O 0 O O ^^,, W 0 CU L_ O^\ .� (n L W O L_ Y1 t -ice . - rCU V I � 0! a z z w J 1111111111111111111 INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM AL t90TES VAM IF-7 HANG STORM PA40 SMCTrM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES _ - _ _ 1 E-Z NAND STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RE D) HAS B.rEti VERIFIED FOR CCMPUANCE IN B I { MINIMUM EMBEDMENT (7F IAPCON ANCHORS AND PANELiMTE FEMALE ID 6 PANEIYATE PLUS INTO CONCRETE - ' ACCORDANCE WITH THE 2020 (7lh EDITION) Or THE FLORIDA BUILDING CODE BLOCK SHALL BE I 1/4- " -� -- I._ I( t._. . I. i . (,. - �- ---y _ -�_-I DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED COOL. B.2) MINIMUM EMBEDMENT OF 1/4.6 % 7/8- CNII-N ANCHORS SHALL BE IS 7/B' INTO CONCRETE �V - )'� -; - -_-_� _- I FOR A WIND SPEED AS REOVNEED BY THE JURISDICTION WHERE THESE SHUTTERS WILL Bf INSA;LED AND NO EMBEDMENT INTO Mn FRESH MATERIAL SHALL BE PERMITTED F____ I -- I' 1.1:' HEROINE w0o0 HEADER WOOD HEAD[R { q WOW HEADER _ FOR A DIRECTIONALITY FACTOR Kd-O.B5 USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIVOM (A S.D.) 1 C" REWIRED '....PINE I REWITED I." REQUIRED ( ' I DESIGN P ESSLRE PATHOS INDICATED ON 5 E7:T5 25 ! 26 /+ 9-20 55 SIDEWALK BOLTS USED SNNl 8E LONG ENCl70N(SHOULD ANY nN151+ MAt£RuTt EXIST) 10 \•� i l I ( J(i -� 1/4-0 TAPCON O 6. CC i---` 1-'- _ V4,'1 TAPCON O 6' O.C. ENGAGE 3/4' INTO ANCHORS r"--'T-'-}^' _ 1/ie TAPCON O 8' OC I/aY tAPCd1 O e' O.C. r T-�,. - 1/i1 TAPCON O 6' CC "-'-T I/4-0 TAPCON O 6- D.C. I W/I 1/2' MA. THREADED j -W/1 I/2' MIN. THREADED IN ORDER OO VERITY THE ABOVE CONDITIONAL ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 �'"* F//1 I/2- MN, TNRfADEO % I '. - IT)J1 1/I' MIN. NRFlDFD 3 "' ((( W/1 I/2• MN TNRF.,OCO ,'( W/1 1Jr YR THREADED I PENETRATION AT WOOD II PENETRATION AT WOOD SHALL BE FIRST REDUCED TO AS. D. DESIGN WNO LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER 70 8.3) N GCSE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FWNC ON THE EXISTING WALL, HEADER ,� I Pf TON AT w000 i I I PEA TQN AT wDOc 1 ! HEADER 1qN AT LOCO I {' - I I I I MADER TD COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 O 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH PANELS. AWHORACE Z m 1 pfHEtRAT,ON A LOCO `+ _ ( I HEAOEa S/ALL 8F AS MFM10NEb N B.1) µ0 N B.Ij. ' i' / 1 i ,' ...... IN ORDER TO VERRY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 131E INCREASE p O I f 1 I i _ ' 'I 4 - Raul' _j,"' T' - 1/2' N ALLOWABLE STRESS FOR WIND LOADS WAS �/2' 1 �Lw."'w ,/2' 1/2- I I '/i I , 1/4- D(,� USED IN FNEOR AIHALYS,$ FASTENFRS SPACING TO W000 WL BEEN ;4 , ,/•' { 11/•' I . 1/•' ( I I/4 Mo,.i I Mo,DETERMINED IN ACCORDANCE WITH NO I 2015 (C) ANGHONS SHALL BE INSTALLED FOLLOWING ALL OF HALE RECOMMENDATIONS AND SPECTFIGTKNS O TALC ANCHOR-S Ca. Ci Me. 7 I Mo,. i i 1 Me. i •1 N Me, - I 2' _ I 2- . MANUFACTURER 67 O. M i I 2' -- ' ) ?" , 2' j 7' I WOOD HEADER , - . III_ WOOD INEAOER ) _ _ MVI STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C N N ! _ _ REOURFO RCE%NREO 1' l; y11µ1 BE THE RESPON518RITY OF THE CONTRACTOR TO VERIFY THE SWNDNFS OF ?NE STRUCTURE WHERE SNLJ�ER 1 Min u i w" i ; I j M'" j - I I THE ABOVE MENTIONED CODE A$ PER FENESTRATION TESTING LABORAiORr, INC REPORT / 2032, AS PROTOCOLS TAS-20i, .0 Q L _ . % I ( �.-__t__J U {--. .-i _ '- _- _r DINT i- TAS-202 AND TA5-2tl3- IS TO BE REACHING 70 INSURE PROPER ANCHORAGE THIS SHOT -Eli SHALL ONLY 8E REACHED TO CONCRETE. BI Ofx •"; = T _ , A COAT -.� • C I , : COAT �(. ON• ' __ I ' - NT OR WOOD FRAME BUILDINGS. N 1 - _. _ i --- 1 i _ 11 _ _ 7. TNT$ SYSTEM HAS BEEN DESIGNED t0 8E INSTALLED ON THE DUfSOf aF THE OPENING A„^CESS)NG 'HE OPENING FROM THE cc I� �. )� 1 ,1 �` 1 ' - - 'NSIO W/0 TALC USE OF A IADOER OR Urt THIS APPLIEAIION 15 VAL10 WHEN INSTALLATION IS INTENDED TO RC PERFORMED I •SF7 N 1 / (_I ) , I (I� H I. THE IhST O SEAL/(iLL'IK Kl SHARER COMPONENT EDGES WHICH REMAIN IN CUNTNUDl1S O _ CONTACT WITH THE BUILD,NG ICI PREVENT WIND/RAIN INTRUSION CAIRN AND SEAL SHUTTER TRACKS AL: AROUND ruLL IN 1 I w SEPA.AT 1 W. 3[PAMnDII / / 1 UH, suNioIIDN . �' FROM THE 'ASIDE Qr STRUCTURE. ALI.ATION CONTRACT Q m S: "x ,IN0 _' I fX6TR.G i LENGTH. y l' Mm. CLASS +- ( I l - 1• NP.. 6V55 lm ,dfa1,J ,U � J. SENIES 1000 INSTALLATION IS A➢PUL:ABLE TC SINGLE AND DOUBLE HUNG STYLE WINDOWS WHrN INSTALATION 'S REQUIRED I., lL d C,. PANE: LENCTN oN - Is) I PAHEL LENGTH ON SHvrT HD i (i LSE£ Sd,EOLAE I PERFORMED FROM THE INSIDE OF SrRUC7iJRE 13 STORM PANEL INSTAWITION SHALL COMPLY WITH SPECS NDCATED IN THIS ORAW'INC rLUS ANY BUILDING AND ZOwNG ;_ L C- (SEC NOTI: I BELOW, 1' Me. •1' M. EXISIN4 DN SHQT q d ✓ .Ir• , 011 I PANEL LENGTI, - S[P/AAnOA (SCE No I IiF1Dw) .µEt LENGTH I IA,. ,EPARATCN _ CLASS d. $Egl[5 2000 NSIMLAIgN 1$ gPPL.IC,IBLF 10 SINGLE AND DOUBLE HUNG MIDI I,OHIZONIA S:'C1EN5 WW WHEN REGULATIONS PROVIDED [EI' THE J'JRI$(71C710N WHERE PERMIT IS APPLIED TO. ' �- fi EXIS TING ' ... STYLE DI)W5 E GLASS NO I BELOW) 'L- YIN _ ..• 5[F TF BEL 1• t •V w _ SEE NO c BEI O 10 G. 55 INSTALLATION r5 REWIRCD TO PERFORMED FROM HALE INSIDE OF STRUCTURE ,4 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG S10RM PANEL SYSTEM+ IS W17LNT PEiMq. = iy R/37 ID dMS ( ) i PANEL LCNCTN _ ` PANEL LEACH °�(RZ SDNm{ILf 1-'-(SEE $CNEOL'lF 11. GLASS (OP aL 1/•. 20.' I _ -• € GLASS ,NI veET le) 1 I/4'.-7(MI' I EXISTING I ON aer Iq I (SEE NOTE 1 BELOW) 1/i.-20.1- 7 _ 1 (SEE NOTE I BELOW) �_ 3 Ss M.5 W/ i I IS MS W/ i. CLASS" I 55 M.S. wJ I - J 5. ALL ALUMINUM D(TRU40NS TO BE 6083-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED.) PREPARED BY THIS ENGINEER IS GENERIC ANO DOES NOT PROVIDE I.,, t, ' )JAY . 3/32' _, : 7/8. a 3/32' r -1 ', I I 1 7/8'1 , 3/32' { INFORMATION FOR A SITE SPECIFIC PROJCCT; I.e WHERE TALE SITE CONDITIONS DEVIATE FROM THE PE-0 C-: wR4 NVi iii j 6- WING Nl1I 6 I ' ,�G NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSUIVES SHALL HAVE 3105-NI4 ALLOY = �. i _ _ ­ 4 1Ill _ I 6' (5) CONTRACTOR -0 BE RESPONSIBLE FOR THE SULECMN. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF � 6 i 1 1 1 7 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUNJTY STEEL. ASfM A-653 GRADE 50 M.n , I VANIZED STEEL NT5 PROWCT BASED ON TADS P E 0 PROV Dm NE/SNE OOfS NOT DEVAiC FROM THIN COND TONS OlN E0 ON j : /a'. 1APCON • , I I _ DESIGNATION W/Fy- 58.5 K6i (AFTER ROLL.ED). THIS DOCUMENT CONSTRUCTION SAFM AT Slit 15 THE CONTRACTOR'S RESPONS,81UTY. - [T 6' 0; W/T 1/r i 1 I I B ALL SCREWS TO RE STAINLESS -STEEL 304 OR 316 AIS' I PEREIRALT t I SERIES OR CORROSTDN RESISTANT COATED r_ARMN STEEL AS PER DIN (_) TALI$ PRODUCT EVALUATON DOCUMENT MALL BE CONSIDERED INVALID IF MOOFIFI) `'., y I MIDWYDT, OF PLATE, I j - ' 50018 W/ 50 KA YIELD STRENGTH AND 90 n, TENSILE STR£NGTN & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241,-3.3.4 (_I j : _ �',. I (d) SITE SPECIFIC PROJECTS SHALL Of PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ,- '7 _ 5. BOLTS TO BE ASTM A-307 GALVAw7E0 STEEL, OR AISI 304 SERIES STAINLESS STEEL. W-H T ENGINEER Of RECORD EO.R,) OR THE PRODCT ARD WHO WILL BE RESPONSIBLE OR THE (�- N 6' l,�g,T (.. 1) },y1 (�}' 6• r _6 kf• MINIMUM YIF]_p STRk NGTN COPE ( F F f PROPER iri I- i 1 I I- i 1! i USE OF THC PEC. ENGINEER OF RECORD ACTING AS A DELEW7ED ENGINEER TO THE P E D ENGINEER. SNNL f (n�'I1 j ,MI i I ANCHORS TO WALL SHALL BE A$ FOLLOFS. $lNiuT TO THIS LAMER THE SITE SPECIFIC DRAWINGS FOR REVIEW co I I .J' EI0 ) I.1' �J' i T '__ I I 1 0 (A) 'O_LKrTM_POVBEG._"1NY 4ETE F -' - (yJ THIS PED SHALL BEAR THE ANTE AND ORIGINAL SEA µ0 SM.N•17URE OF ME PROFESSIONAL ENGINEER OF ' -i I 'j 43'MW 94!, i I It__� RECORD TEAT PREPARED T E0.I ,_� . CA I _ I EQ 4_� I FD I IL, I=-. -.__- ,It---_- j - I:4'P TAPCON ANCHOR$ A$ M�WUFACTUREO BY Itw BLONDE%. NC (MAN. I'c•3792 pf.j -J__� -� �^^rt t/tY-MJ/a Y.S Y9. w/ I ._t 1 tY-Ip3 EO I � i � Ep j j 6' _ 1/4' 1 X 7/B' C/d.l(-iN ANCHNORS, A$ MANUFACNRED BY DEWAt INC- (MIN f'c-J(%)D p.b.•) -®C� --®COAT CO I E0. / ,WING YS W/ _ _ /1a-10 PANELNAFE FEMALE ID A PANE:MA'E P '8. STORM PAREt. MAN LABEL SHALL BE LOOTED ON A READILY VISIBLE LOCATION Al STQRy Pµrl IN S.� ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING H I .}--.__� 7/6'6.J/J2' WING NUT 7J8'bs/JI' wNc R.T .I 1 -1 �' i LL15 AFK-'HOPS. AS MANUFACTURED By ELCO CONSTRUCTION M7N PRODUCT$ :7;6'4 , J/72' PIING NUT Oi6'1 , 3/32' YAHM, IYASIKR O 17 1/Y O.0 '�-`-.---, WASHR (6('YpNO) E'D. E0. t (fc-33jp pa i } W LABELING TO COMPLY WITH SECTION • 709 9 2 OF THE FLORIOA BUILDING CODE WASHER • IT 1/2' ac I NUT WASHER (BEYOND) I I .tom.- !-__. ` I L t- --* ----1 ) AO WNIMUM CMBEDMEM Or 7APCON ANCHOR$ INTO POURED CONCRETE SHLLCL BE J a AND 2' F[y? PµE1NATE 1 t/•'. TAPCd. • 6. O.c 1 :. TAPGON O 6' c.0 iJg W/ n* C.0 - I.• - ��� ) 2'.i WOW PATEJ I • / - i S/32' WING HOT 7 ) _/.STALGEAm W/ BiDQ) (ST ) PWi/iLnDWIiD Nl 7e • 2'N' Y/OOD PLATE /B'/ . 3/]7' WING NUT FEMALE W & PANELMATF. PLUS.I�•. O I RECURRED -( HASHER O 6 '/4' UC `I - WASHER • (BCYONDjW I 1// AIA THREADED w/1 I/2' M61 TREADED - OF PAR I - L_ REOU9ED of PLATE AT YOwIDTH .. I_- Of PLAATON AT YIOODTI+ '•, _2 a4 WOOD PLATE - y <• WO X> PLATE + I i I A2) MINIM VM EMBEDMENT OF 1/4•0 x 7/8' CALK -IN ANCHORS SHALL BE IS 7/6' INTO CONCRETE. NO EMBEDMENT INTO OF PLATE W PATE I _ tt REWIRED FgDURm OT4-10 PANELMATE PLUS -i . . . I 0T4-10 PANEIMATE PLUS .1 . ANY FRDSH AAT ERNE SEW,L BE PERMITTED P WOOD PLATE 214• WCOO PLATE W�'t - O 6 IJa' O.0 w/I ➢/8• I O 6 I/.' cc, W/1 i/6' - [WRm Rf,5uRE0 ,II Y UNTING INSTALLATION WALL MOUNTING INSTALLATION MIN, THREADED PENETRATION I NN. III PENE1RAnor'I 1 IJa- 6-20 5S SroEW'ALK BOLTS USED SIN; BE LONG ENOUGH(SHOULD ANY FINSH MATERIAL Exist) To rNGAGE ]/A' t �,-MLNHWIM AL RNATIVE 7AW Q REGULAR PANEL ALTERNATIVE TBW Ai MLbY1OM Of RATE 1 AT MIOWIOIH Qi PLATE I INTO ANCHORS A. r, /FAYYp WALL MOUNTING INSTALLATION .t _ 111 SOLE 3/e .1 WALL MOUNTING INSTALLATION WALL NOII_NTING INSTALLATION r FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN srqucTuaE BE-IND sucH PANELS. ANcnorucE SHALL ,DENS ' , -� ALTERNATIVE SAW ALTERNATIVE 68W O LIFE SAFETY PANEL A ) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUNC ON 'HIE EXISTING WALL OP. ��E .. (O% O REGULAR PANEL O LIFE SAFETY PANEL ♦ SCALE s/B .I' SCALE ]/8'•1' SOLE ]/B'-I' `MNM121I ALTERNATIVE BAW ,AN•N�...... N/,n ALTERNATIVE 8RW BE AS ME NTINED IN AI) AND IN A.2). = F ? ": P... Wr O REGULAR PANEL r FP F LC/l"ry4, O LIFE SAFETY PANE _ N0. 44167 Ali[• ••' ✓ - N7 \� ✓ 55 (B) 10-IN _ ONCREff_ B• o'_. AAt_ V • .9 SCALE 3/8'-I' Q... 9 SOLE 3/B'-I' ' # f NCI �P. '�CENSg• • S FLORIDA BUILDING CODE (High Ye1DcI Nnrricor» Zone) �3�: ,-\r- 4% fLORIDA BUILDING CODE (High Velocity Hurricane Zone) # ' * E FLORIDA BUILDING CODE (High V61oc NUT cone Zone IHISTAW*IONS ARE Olt. vK.9 FOR BUILDINGS rPM A5.0. DESIGN LOWS lT - 1/4- 1 TAPCON ANCHORS AS MANUFACTURED BY ITW BURDFX. INC NY ) uP TO ♦55.5.. -72.0 PST AM PANEL'S LENCTN NIP TO e'-6' ?� Fi-�.�4 _ aeon RiEm. x ' 9 NF mmo nTcrD. ,Nc FP - 1/4' P X 7/8' CALK-N ANCHORS. AS MANUFAC7URED V OEWALT INC (Fm-ISO? P A • - ' AJwp RRco. x 20 GAGE GALVANIZED STEEL STORM PANEL FP GAGE GALVANIZED STEEL STORY PANEL ) 's O,l, F� rP. NO•* DRAWN. s * - pANA e - (14-10 PANELMA E HEAR E ID µD PANFLNATE PLUS 5 ANCHORS, AS MANUFAc*vRO BY ELCD CONSTRUCTION #iT9A -.•'ALE 20 DACE GALVANIZED STEEL STORY PANEL N� In 2 FOR NEW WOOS FREE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN : S INSTALLATIONS ARE ONLY VALID f0A BUR.O,HGS WITH AS 0 DESIGN LOADS a LL __ 20 UP TO K553. -72.0 PSE AND PANEL'S LENGTH LIP 10 S'-B' : * •• p)/,y/i0� PR (rm-2071 P..i) _.Y y N�a+� PAIN NO I. W/ SPECIFIC [PASTRY O O.SS OR EQUK =* ^1 M/2!/POLO T Y� 9)/7•/PfJp � ' 'r'L EI ' C 0 GLOBAL PROTECTION PRODUCTS. LLC. D L. �A�'a"$TCLABAL PROTECTION PRODUCTS. LLD. PA E ' �''•r Fi LN,4` 1�C O I.. GLOBAL PROTECTION PRODUCTS. LLC. a¢.q / i8{M6GC0iMC. I FOR EQW W000 FRAME COHdTRUCTOON: FppO MEMBERS 10 BE SI,IJTIk"RN % 9'�2L, [INC .eOP SW 51 STMIT `�y7 He�FIrW I%'Yp'.F(, Z>y,� 4eop :w 51 sraFT RNf ND 2. wJ SPINA-,rx: DfNsrrr or D ss oR EQUIP. p •. :lzf2!/1�' •ems. s, mEE'T IAIT: •WIN Cp1PAM MADE. fE ]3]la . ,N"•.lT(Kirq r C14T',.wHr Nb.RPANr oKYIC R ,3,t•�.,F 20-t76 Ht' «For n AIY PNpN[: <ee.)w-76U. FAX es. 2D-t 76 ! ; *NOT TESIrq • tMOREEA•w etlLrluWY Ewe. EL 1U,. F$••••INN / N•.••'uWOr. - NAA h . _AM,r PKD.E (a+kMl--II, FIX /eNxee-e)PT 'h, ,T . ,.-AN (INN n,-I.l. MIN a, -I.„ IPIN,DIc (eN)IIU-T5.3, rw t.s.)IDe-eTnT.. .. a. a I.N.-.r.aa W 20-176 C Me4-17oT u-000s719 Eq rrNN. wANp H.111 S _ w-w L n~1U. F (FFR en-,s1I ORWPWO. PL MAI/PRM'LARJOKR , A K).?.v., P.E r.1V1�.-.A SInn oI_,F., AI/ u-Opp67,e N+eE r NEON n r PIS bWMNG AP i1111M1 .. SELL/.•� 9PHAIWL/blC WILTEW A TWAY h_ PE fYl A a m 'Illl•lllffAt/9GMRURE/Mi WELTER A i1 A,. PE Y 1T-w FnWWI Niel v >illT< I. w 26 .. - - _ COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS 3•/241► O (3EE NOR 2 BELOM) _ INSTALL ATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-I-) oEq PAN 4 r/ Nx W/O ®• .(B • (STEIN Hart z ,IE+aR) 2•/24 1' 24I► t� •5 [T» _ p.V• s.s 1'/2+ +'/2+ r -8 J; �� / -7(ELL ND3 _ Dln EL Jj INTO POURED CONCRETE OR CONCRETE BLOCK . EACH ILO FOR coKWEIE µcgs: SO , T �,. __ ] - - SCNFDUIZ DN SHEET j5; FOR WD00 SCREW: -- --]•- 15.196' (TOTAL WIDTH) _ 2.2so' ••_-2.591 P. O �� _ __ s[F SECTIONS aK NNE['! 26 -- •'�iM z.("sj AT 2I - __(SEE SAI[DAAE ON SHEET 26)� 1' NA )�.� -----\ WNd1[T ArwlW 6; a'" t2.500'(EFFFtlNE WIDTH) - I II ��7 , 'I--2.250' , ON> ,/2•-1 - '-_�'_-- TT -. +-T"- __--'J`=�fA L/:'-._. .-�_ _ --- _ VY C9 � � Pllmi o®ujE-� L s Mv, 2s -W �.._ ,41� J%p-1/4•"I � �/ -6 T/i I I I I tTn) T T-f6i -T-I ---_I EACI, EFo ar am m7 \ 4 s� �'•+•R .'Ka'°IIs . 4 I.,I, A mrnu.E < o. 4Ta v mME •.- r -9141' s.4 (_ somAx d - I1 y J cplK71OE NNdd6 Q . J00 I': + 1-* T�,":f •I91 -? {� �. 1_I -TIN L'.---UALEKD M M7 I L- ,�iA�OC Of N .d"" �" -i �,-L.>- FVL.m LpNOW,E� i7 i-�.P All l ,]' 4 /� _ _, I 11 %...I �F W 1 DSO' ---t3'A' _ - , S50' L III i, N i : �I ip}.-'•Ti,6T :I taL"wW I I I I----�1 sarlEP y Do ar ,._�-- II .D7s' II tl75' I I I ' ! I 1 i 1 � I _ _I _ - 1 ^^(D ,, T i. �',- 2 i_ I I 11 1 W 200' /' 1 T7P 1 ryp. i ' - 1 - j 1 1 I i �N ts¢ m,a I II .� , _ / •/ 1$0• 2 2U' I'I - 1 : ..� . _ , _ I ,. , _ I . _ _ 1 _ . II I . . ! 1 I . - L .. ` - AP1L , IImRj :O X $ 1 l L. • - OEE ar. I I J- D.O76' YN THAGt NEYMm S 500- '':I 2 500' - 6D % 'L• YN T 'I _ I I i I ? ./.Y-m.,/.• 1 F.. Fi0 O Bl t - F�!' Far I !Lo'Nr __ _ !d % -L' R ' - I - j +rm IriP MS I (- 1---1L-JL.1 I '' GNVAWZm STEEL EDGE i5 'q� _ _ - - \ I I %' 1 ' 2.2.4' � (f1O PANEL) I (INrE OA PANEL)z (ATEPOR, PANEL)' ' (.nERlOR PANEL) (£ND P 4NIEROR PANEL 1 ! eNfElIDR P P ' ` f 1 ./ INK I.lr . �/ \ - 2.0bD' 7�Y. ✓r, AST4 A-653 T �R I .(CUO PIMP) µEL) ( ) ( AWL) (RRFwOA µEl) END PANEL) , 1 - r I ::3x,.". - I I IyE NDR 2. ]. A BFLOXI S[t NONE 1: ].. 6[LOw SCE NOTE 2, s, 4 BELOw ?SEE NOTE 4 BE ! 1 SEE NOTE 7. ]. 4 BfLOw 1 _ IMwmn. n ' /, i - T-,-- I /�\/EDGE , v6D G4egAUL1 �•`� if DETAx A� _- I' I I 1 �) I Mm(SI OOa) ' \ I �F/ I� 1 i I T T' 1 1 1 I I �- I i 1 1 1 MINE , NL I \ I TF 5 I _QETAE A \ A/d 5'Ii ? r -A e ,,�(E-y-r�-�,- ( I i� I L.1 LTy I ' ) 1 _ I ' 1 - - _ ..�..._.-t• ..�.,. / T ?5. 2 1�..��J'. a `�1 i `-yy,^11 • �.-� 1 1 t « F1 er 4I� "'1. I I ! v1r A..., I I ' "'1./ \ PI S0. ,! \ I 'f+I i I'-) j I . l r-Tl� .i I t, i I I , M�o� - - .�l J7C ---'.350 -' 1 ., .A 1 ia', I ,,+. ! I 1 I I ! •I -+-po/LTtD wwrils w1 i ) I i ( NwtiPEW.H p) 1 In•.-w.]/ I ",,' I I i i r `�•,«�' 6.250'- - 75C•I .1\. �'---2.470"J `p. I I '_-`_B0.?FL yPA7Qi us W 1 17 l:]`j'?i/4wA4NTaTTS/ i -Cl) a iI 1 I i `V I 47 - Q. I �6',s/s7`?'WtNCN.rs J 1 .. •. .. I I �. Liu OVERLAP I ..L_�- i._�--1,� I MNc Mn r Pr, - 5%_n01 - z a: LP _ 1 : I:. m.) I N r/ T� sa �- `O U OWERtAF 40 X 'L' 1 I !I . T i 40 < •L' 'T_---'L �_-.-4--T_ I ( ' . I i 11 It I i 1 i I i r- I i it I ' 1 I _ F - I I A O i -- -.- _ I I I A I I-.. ) W W * ;I , ') ! (---ttl I I+�. T _ _ i; I! .�`. 1 I _ '1 . T, .�.i.'• l ' I , y I ` i A -,�•,_ `� '_ I I - L_ O REVERSED Nh TRACK O REVERSED V CI( 1 Z 1_L 1 '�.5� ��-_ 1�1- 1 of SEE sd maE scc s NEw r __ i - -- -. . - -. • .-- _-.. _.• _ _.___ DN SMLi m I �OF 91EF1 )5 v_ .-_L� a I I ,/.v-2W/: L____ ..._i • C. • • _ __ _ µFT WEE (RYP J NA W. ___...Ott ' FOR MIn -i I 1 SR 3CNEdAF w• ew ./ L_- T ('•-...---l--.J E I- I I,h•e-A..7T4- 1 1/.'6-2.3/.• � SFr SdEOULL I e �y 1 ON .H6.TT 2s - , i 1 i/r-LIV .V• -,. _, SEE NONE . BELOW SEE IIOTL ]_ }. - 2. SEPAILON 1 SCR[w W s,rnAM*ON Y SpEw w M/ EA]T.• FM rra W SpMATKA PANEL'S END ,IP Is ,Ae.. OR COMCRTE ANCHORS: SCE DEIDR' - - 12'_ -__ _. _ t (µTERWR COTTON I i0 dAss r J SI/ 1 a CLASS. 1 T D. 1pQT 15 1, 1 •• :INK rP M/ HEMMED EDGE - T50' - ,• MA _ Yo, WY O LOCATED- n_ I T/3' ` 4* [ND PµELS 1 /9 • 1 FM W SONATA- -i tnFr UCNM ///--11I��� SCHEDULE ON SNECT 23: ILIA MOOD SCREW--,. , 1 ) ' �F/IIX) I I /«_••,'/] � 1(/ETr ./ y 1 RI dA6 wRc M- I - N.TO R e I "/ 1 i�r.L CENN ( +1/ EVERY 014AOM I W ro o,.Ls • _- .251T' ,,,,//�� SEE SECTIONS ON SNfET Ie M'" N1WOR PRANCES (D 1 J I i I f R I L i "W" pylyp •y - � / R•aO,2 . ' SSD au,R ] u OR O N/ OR w/"LJ' O 16' • LIST PANEL 10 eE NSTALIED At EACH I 1 ' i _. i I r ' 1 6t 3' I �' 1 LAST µC. TD BE NsrAUEO AT EACM FF Oii f I : TYPICAL ELEVATION F9R SOPEN.NG L ALWAYS BE PROVIDED w/TYPICA REµ WNDIE TO fACARAIE PROVIDED I 1 / I I / ' I _ I ) I I 1 AFAR HAtaLE TO FACILITATE INSIALLAnDN II' INTENDED TO BE INSTALLED FROM IQa g y� 1 \ 125- / 125' F NTE'/DED T9 DE INSTALLED mdA - INSIDE DF UE 'aTVRE 1 ' I tt _ - '•T"' F ` O I lj _ _ E-Z HANG STORM PANEL 1_ SYSTEM N9or oP sx TARE i $� C� 'T--`� I ---- L, i_ }A 7.' 0.270 - _ _ h 9DAE s/]P' . t' L 9DME ]/JT• - t' T--'�-}•-��- R- ' L- /�--- 1 !i HEMMm, _ R- I I € EwL I -I -- Ty ! i1/•-.-TIN .• rA ) I i I- ' T-TY-7 1 U ' 1 W =3 O i - -"-Jr-/.• Y.. OIP 1- 1 , AL A �, r I 1 , R I,KP W ,4' uF II , I I t ! I ` r� i o f ° ^ 3 750' _I/.• Me.. GAP .,: YPr DA1 X 1 f 7 A' i I `' 1/r N.. OAP I I I 1 I i r) .J M' My 1 \ GA I T pI p ROUNDED ISOMETRIC a ENDS oTAI A 2 DDD a� `F PANEL'Sr , 2ooD- , Iij �'I'�' 12 oR �j rrJ Iw wJD ©. © .=✓ - - --- -- �LrtP I I iti 1 i p, M i I( D)" ,�) I i ' >� o f 1 ; I ` i ' If 1 ,25 I� <ATEWNAR LDGMIM dXKJ1ElE p FOND, I 1 ti / 'J END UP W/ HEMMED EDGE L I .7sD" . I 1 i-_. _�.�__.-_ SECTION A -A SECTION B-B `G .IT aD ft A ) � i mnW-E P6� c I I i ' I I ''^j/ ' ^ i L ! I � I O (N T. SJ .-.-----}�,,_ _ L_.-_. _._. I RS SFKE 3/32" . t' NOTES fdME 3/33' • 1' =vOI _) L_J. -) ^ I I iEp T . 1 I A ` i ! J •\---C3) fall I I - - 250' aaum 1 I , ^""A'h' ,'T PIN® -2 �' -) ��) (1) DEFINITION OF SERIFS f000-. C - 2 NANO STORY PANEL SYSTEM CONSISTING OF PANEL . I I ' ' � � I/: fTh,/: N3 Owdxlt . - 1 5' Mar - HOLES _ ^cOn1. TRACKS AT TOP & PAWIMAIE PLUS OR 15' LONG /1•-I rt - - I \ •i /N'csr+a VAT BOTTOM NM 0- PANELMATES. _ I'.Y-_V IS T'ueWtsft S6WW,1 ' I I ,Oyd \ _ r/ T/rN.Try' .K MKA 1 - I. W s r/r�n,/y' I1) 0U1MITI01'1_QF SEMU-2DOO E - Z HANG STORM PANEL SYSTEM CONSITtNG OF PANEL - / 1 a/ T/6'N3/y' a .tn nl I D.,D,,,T _ _''- I. Nrt p ,/:�w>/.• .rouRrP ,..Ip .A, a Cont. TRACKS TOP & BpttOM. (2) END PANELS SHALL ALWAYS BE CONNECTED TOE SILL wALi HY MEANS OF NMI a ./•'+-TNri/r ED m --- ceweo 7 �--.. ^o"sc'W'� dM § .�/� (� 4O PI,1« TRACK 5A © 2Wx5«j ox) ALUM. ANGLE P ,r1 +NMRmc. IME J / w.L , obT wKncR ,NV__/ \. .i.-�n .. /f 1 1 T /• Wlll (2) 'RD PANELS SIMILE ALWAYS BE CONNECTED (0 BCTrOY TRACT OTHERW!E A STOP BAR ANEIMA7E5 OR, B USED JpL MLY w/ t5- LONG ^-EE TWICN AT BOTTOM, END PANELc CPAPWM Mldpl• - I -OP.) I . Cp[E y Dc[ ID.m.1Y S W(1/F J/Jr ,qR , enoW) V/ 8 SHALL BE PROVIDED AT Top OF SUCH PANELS SOUL 8£ CONNEclf1) TO (2) w/ t/4'e-20.3/4 S, w/ 7/( ,3 s2' (o„- EIS. -� j F�� orrwErt N ,.yc .N,, aH y/« a. acn m) •'I'R - 6081-TB Num. ALLOY LNG NUT OR 1/i1-20,3/4' Min. T+UMBSCREW INTO YAPPED I (EXCEPT AS J,.In m) //2 ) i I '', o„Wr[ eorNAE ---J .-�D LAK drmWN) Y yc //-� -. � ) 25' (3j If END PANELS ARE CONNECTED 10 BOlTg1 TRACK, CONNECIOh SHALL CONSIST OF DESCRIBED ON NOTE (3) ElOYI). l.� _ I WALL AND M_R�C.T MOUNTING INST, rm n) y6 � � V J 1/4•e-20K3/a• U.S W/ 7/3-n3/32• WING NUT OR 1/4.1.3/4' Lon T.•t1MB5CREw WALL MOUNTING LAST. INTO TAPPED BOTTOM TRACK LOCATION O FASTENERS MAY BE A7 EITHER OF TWO (7). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' SONG TRAA� (ii AT I SECTION 2' POOR TO GEILNG MOUNTING INST. BUILD -OUT 0 I r1 EXTERIOR FLAT FLANGES OF END PANEL BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 x STOP BAR SECTI�'i T F 1 Q SGLf 3/6.1• MOUNTING INST. I L BE PROVIDED AT TOP OF SUCH PANELS. SUES 3/5-1• E----1 8 I SECTION S' .SECTION 4' (4) IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM "LACK (:re A STOP BAR (4)- FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY D., 1. I I N-� �L IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED o BOTTOM TRACK f21/ / SCALE S/6•,' SOLE 3/6-1- m USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECEC, O- PANELS MOUNTED TO EXISTING SI;L WALL BY MEANS OF PµEUTATES. ONE LTEFTOR PANEL---�'--" VAI TDin i HMN, MAY BE USED JOINTLY W TRACK © AT BOTTOM ATTACHING BOTTOM TRACK T WALL LKE AN (y6)m t TOP rs FAS L L111111111/11//FF /O BOROM TRACK MAY OCCUR At MET PANEL LOCATION W TWO PANELAIATES FOLLOWING SPACING SHOWN ON ELEVATION AND W 3 0 2- wKtIEN 1. iNNKt 2 oe \N L A, % �� ---i R A. rr f i J / i. L� �`• E .wA . E W m P .�iE? ... !tt l t� ••.. �� (5) SrE SECTION 1', J' & 4 ON SNCET 24 SEL ANCHOF SCHEDULE ON SHEET 25 Y EDGE DISTANCE FOR THIS INTCR)OR PANEL USFU JOI Y W/ DOE$ I ) I AT 9M Wan a ,aoo oR O55' (T7P) a1� 1111111N1 N07 NEED TO BE CONNECTED fOCAS(j�,) BY ANY MEANS TRACK �J2�Jil SHALL INSTALED I MTA+A,D,/ TF[ O. SNQ' 2J ! ry 7 _ 4- "C: '•'NOON �� �L"LEI �FNY Such r+y/,T AO)ACENT PANE$ THE LEFT & RIGHT SIDE OF INTER(QK PANEL) HAVE . N�: ''\,�C ENse f' �yi T6' = Cw - - ,p,`I •1:� A. TL((/j"✓+54 THEIR OVERLAPS RETANED BY �2--._(l6� x 7 [2,HL,tpd/i _ (C '1 G I 1 -_ ND. 44167 • _ -N • ',EN ' . Q ,• I A ISBN T NO, 44167 i I L _� # RAPTOR BVILOING CODE (Hl h Yalxily Hurrlcana Zone) 3. l\C S fLOR{OA BUILDING CODE (Ni h Velocity HurrloanE Zone) -t - IN f em oM MouenNn cw R - • FLORIDA BUILDING CODE (High Velocity Hurricane Zone Q - © I � COM&RLD IN Ain rr To SU, AN - - S .ION, RYEco. NC �•. It PTa20 nlmE INC 3Y Mox -� - .75D' =-�O • ATE OF •: Q. z a c+o2o miEco' Nc 20 DACE GALVANIZED STEEL STORY PANEL �`n, W. _ N0. 4 167 _ ... 20 GAGE GALVANIZEp STEEL STORM PANEL �P B1._ "�i'L''I'IT,ON' 90; STAiE OF ;arts 20 GAGE GALVANIZED STEEL STORM PANEL ter", -&I s .e •- DRtD __ _, e7/TI/mm z # : Zi�I - � 1-- Eo . Ix •.rNAz /L Z L^SSi Et"' \GLOBAL PROTECTION PRODUCTS. TLC. D„< = o'•, STAT Of f¢ = �'� - GLOBAL PROTECTION PRODUCTS, LLC. Dr/'WJm'° ALA _i �' `T �' 4 \ GLOBAL PROTECTION PRODUCTS, LLC. °rJDDATE O7 3wx3 cx. ALUM. ANGLE ® 1L E C O INC = 9 .. IL E C O EM \ SCALE 2' . , WGL_1 STOP BAR riAl / .��-r� 1 ,w. SAEE o Fc ioQ a� bw 5. SAa, KF / Y ( ,� IL E C O me Z 1 T LONG ,NHHNRL nun TEbTeR6 & O.CYNO DOWµY MWL n lU,i ., ,C' O \ : INm r LWWEERRa eOWAxr OAYE. iL Jut• M W53-TS Aum. ALLOY "I ,.. - .. - - , o'mll�nn _ v.1. n,oKL (E5.)u9-23•s. FAA (WH>a•i-enT 20-176 Lc' 6 ifi N n,DNDNT (IHH).e9-lw, IAA (u•X�erR7 20-176 ; n .1 a r a Orr .,Lea n M, TRUff\ •eOR L 3, STIeIT rA-000471e .I- M'. ' I�jQN l �-',^�,t• ••••• aoF1 nu a11111 IF NMR n•-.A. ss, DIPPING FN -- T_ � u AM I.. NO - , r RLWE, rl ,,,:. �� . J nL`SEx/96w.ILREfOKR FAALITJI A TINT I PL _ _ _ "'FAIN,11 NIA„. L SLAnROFIATIIRE/OAR MAL1fA A fitN t., PL PP 1r-IA IINr MINI 7J W 14 •E SCN, rRE/CArt m671 AI,IOW,t I,H21K (.YNM->3i FAX (e31)Ye-er47 - IM[a NT 7�6m Q Nt 7 _ _ _ _ T ]1 A M l'K N, 7 ^'•" A� ld NONwt n1-�A, IN _ _ _ WMlpl A TRIP N PE ^ a- SHEET NO. SH 1.2I - 1 1 ---- 1 1 lI It ( I I 11 11y1u1� aI�y11�U LY11�1u✓o111E411..rJi11YIllillllaJl MAXIMUM A.S.D. DESIGN PRESSURE RATING (u.s.f.) AND CORRESPONDING 111=11IUM PANEL LENGTH 'L' SCHEDULE ♦ . h SERIES N Y FOR E 1OD6120D0 E-Z I�NC �_ RY _EL (i) SYSTE T 4 PA. ,. ID C!b PANT *IRA Pr ..✓`L+ .... Its .fl. � '.TIES tiET 24' MAXIMUM OESN✓< PR(A.S Dp.[ W. GLf4AE I MINIMUM SEPARATION ; RANfl APPLICABLE TO RATNC (P+t 7 - __- (YE SE - TO O1A55 - LONOngM - jI�__..�_- _ SECTIONS __ .660. -753 ' 70' OR LESS 2 i/To. BATED • '. 2'. r. '1Y. 21.a .3'W _� -� fi - .660. -rya 70• aR I 1F55 7 e' T I BATED I / I . a 1 • BOLTED W/ 1/4'P-2O%3/4• SS M5. a WNGNJT AT OVERLAP a 40% OF PANEL LENGTH MEASURED rRDM BOTTOM OF PANEL Y�YIYY A.S.D. DECIGY PRESSURE RATING (o a.1.) ANDGQRR CORRESPONDING MAYUY AMC'"lrK. L D - Du,ar.SPACING SCHEDULEFOR INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK !TYL-T-O_A P F: I'ST' H µ N '�-E' i R 4' i.VdUO._I7DLY. fOR hAd �+S_JSi. PER SL_�tNi L-_'U--_SHLE_,L MAXIMNJ j _ _-_ - - - _ F t • YAX,IeW ANCHORS SPACING OF [. 0. - J 2 ^ / - - i APPL7LIBLE 0 0.5.E DESIGN PRESSURE APCONs __ - - GMJt -IN PAM1LLMATE fEMI1L O .--- PANELW i Plus SECI101/1 A LAAGIH, l PALL J ANY [aIEMMTIpN RATING r c .>.,. 1 o NXMON[R BLOCR Tc coNCaErE OCK LTD CONCRETE D C'OISJk1E BL.OfA, ID,DIH %• (n.} OF THEM I j 12" 1 N/A 12' 1 N/A 1 12- NIA I 12• I N/A I I. A L (TOP) I t1' 3 • r 10' J' I 5' 4' ', � S' I 4' 1' M SO TO ) _._(, SLRIES 2000 ♦J ---I- 12' }• __ 12. _ 5- I 8" ___+_.�_ I 6" ..__--t B' 6• •� 1 Fp (BOftOM+ I N/A I N/A _ N/A N/A N/A I N/A 1 12 1/2' 1 IT- 2- (BOTTOM) 66.0 75.3!-_ _.- ______.___^ ` ! I N/A i I!Z' ' 7' - I N/A 6 112 N/A 4 1 /2' N/A p J' TOP . N/A 1 1� N/A • I - 9 11 j1 '�, 12" N/A _ � 9 1 /2' I I /A 1' (BOTTOM) I ( ) , N A Z N / N 2 / N A i(TOP) t_I 11 � 12' 6- I 12• 1 9 1/2- 12" 1 :1' 12' t1• A r T .0 X I A S D. S RATING UYrlEO C 66 0. DESIGN PRESSURE A SEE FEET 26 FOP ANCHORS TYPE a SPACING TOR INSTALLATIONS INTO WROD FRAME BUILDING MINIMUM ANCHOR SPACINGS AND MIN EDGE WAKE ARE INDICATED ON THIS TIFOR E.D LESS THAN NAIGCN SCNEOVIA REDUCE ANCHOR SPACING BY MULTIPLYING SPACING$NORM ON SCHEDULE CI THE FOLLOWING FACTORS FOR ANNEDIIOFACTOR SHALL, THIS OPERATION qNro0 K P06SIBLL REDUCED SPACING OBTAINED Il. NOTBE tf55 THAN YWAAW SPACING INQGtEO FOR EACH ANCHOR TYPE AT LENYHC _ANCHORS ,/4•. 1/4•A 1/ree 1/.•A mcwm Tm "000" PW{W.1E D PA,EIAAIIR Rib NX,LK-rA - - -Mh ANT]gN ¢AayO MS 3 ) _ 3 A Lew Da�AI _ Ar 3 _ _ J I a Ito r..l fm,ew %. 0A) 3 1!t ] ,n -__�__ - K71/L tD. 40K ormw "am n _- --__1'---- Js - --_ - _._-..-_. - - ._ 1 I/7 - - - - - SII - --- 3• - -- - I w -.__ 1 0tl A3 _.__... __ ___ I. Lot 1 I + REGARES MC. DISTANCE BETWEEN BOTTOM OF PANEL 1 AND (2)--1 YD. TO BE 7/2' UP 1 1 ++ REQUIRES te- DISTANCE BETWEEN 90TTOY OF PANEL I AND (D TO BE 3/16' , _j3/,6• ry1 I'll FLORIDA BUILDING COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 - - 15.125• ROYAL WDIN) - - - - - - - 2.18r` + - 12 500- (EFFECTIVE Worn) - - ! -I - '93' 1250• 1/••0-20ASN' - l5O' - S S. STVO At'EILD `� 6 Tj4" ('ALP.) -. E- a7.-_ T29• iC AIIXL • 6 :/t' i ,,,N,- _ - 1.350' - - IJ110• - - 1350' - rI 500' 1.250- - .toe' HIS. -. _ 'IBI (.R •.,'REz*,0,D) 1 250'' Ir1 HEMMED I 1 - 0.024' Mel TICK L) FJLYAWZEC STEEL -- __� 1 1 1 - I ` 3.3T5' ' °Bp• Off' i I ,640 T i .6b8• , 671' Ti I.S00' t I '+ EDGE AST. AS" TYP 2.000' 084' �j, , 015" Ae t GRADE 80 YYAY17u HEMMED ].60 2,25' 1 I- t I G-60 CAY EDGE � _. DRAB A � _ - ns - -, ro ; (>P) I --, 350• t�1 STORM PANEL - 1.}SC' - I OETAL A I - 2.000• -- , II PANELS SNARL BE II/S.ALSLD ALWAYS - T.36'. - A`TT ENLEFT SIDE OFFPANEL 2O "H" HEADER ( "F" TRACE � ANGLE WITH STUD 6 IT TOPN. EDGE.. 0.02• (Alm.) I /AINfI "s END Lip -..- 375' K.210' CI�VµIZEU STEEL w/ HEMMED EDGE y' .-41Mwer ,�l 119, f D os' PANEL rI w/ " - `.-.H .. j. 31', `T7O• TOO• - ' -.1-- _ -0.250 ,, ' �,I' �,- e.82S ti� 0,375•.i „tp0.250-r �''• -- _ - , a07' +6TS'I I\ w2]06• I` - T S9,' - 1, ,EYMED , ' `l 1: +200• • t. rf PANEL 1 '1 SI Orr, (•� - 2z5c• u" ISOMETRIC VIEW DETAIL A 'I I33.1 _ ;•s7o - 250'I ROUNDED CORNER O ENDS OF PANEL'S r2SC0' 9S7a I - Lan..oe5' `/ .� ' _ -2378" _ END LIP W/ HEMMED EDGE. IN S) I `- 625- 375• 12S• TYF HERO. s7sn• N p67' 7SC• 1 0 LEYHOLE WASHER © HOEL0/2'(tYP) 3105-HI54 AUu ALLOY IS EDGE 0E PANE! _ ]�• - 750' - I '212a" I F� -SEE YEE7 6 TOR ADdr'OWN- .BI J' i SLEEVE tEtNGTF rs t ('_ 091- f 250• , 5• ® SLEEVE 2 1 /B" i 125• , -L "fLIYItATgMs , ,NAY VA10 TOR 1NSTALµttOMS INtG P WOODSTRUCTtAKs13, I MAX.LENGTH,]50•- IL---_2000• - 7OOD' 3 250- O7 - - 193' 548• - REV. 'H' HEADER I. 'Is. N �8"U" HEADER �i) ' DSo'. (_ 2.(X70•2 TVA• )'' 750 2so - TYR ) I - 2000• - , ® SLEDVGIN � MAX. t0 �� 11 "J" TRACKPANEL r74• S 000' - a06r-T6 ALOr 3SI-- a4Lr...MM.011", Fhr _HANGER iL1L4 WIDE) -2C0" o`�1E.?A..T444,11" FOR E-Z -ANC STORM PANEL I � I I I- ---� I .082--_ r--- •,GENj� - :It^ (USE ONLY 856' - 150- - 470' 275' MEN �` SYSTEM) Gl)63-16 ALUM. N.LOT t.67,- L 1 - y '9 t Lis' Iseo' , 2 J0°• ,ram MIN O 250' .3 ® _ - -oci) _ ND. 4416E - S * urflc nei one FLORIDAfLORIDA BUILDING CODE (Non High Va N o Z r,P. ' 1.000 _ --MIN O ( 3 2 ". d , - -PIpTO R1LCQ INS V Y PANEL 4 GALVANIZED STEEL STORM 2 GAGE CAL ZE ' I OE8' - 2.000• _ i /TYP) 1.201' 4 050' - `.` L I�{ - - sf[ SFCTg1,5 _ _ STATE OF = 250' -� /j,•••, p ny, • . '• FNN •p--,.. 43ELL. ' , IL E C O rAAw m Rr/n/X9» 1\ GLOBAL PROTECTION PRODUCTS, LLC. „R _ _ 204" G�� F«e- NICC See, sPeEr 'n "�' AL AAA, Thieff �rNNtl a _ _ COUP- RUN, 11 =I. _T I" J.t'7z' Pr TO 75 f�IN, O13 BUILD -OUT "F" 44 BUILD -OUT "F" TRACK 1S k � WASHERED WiNGNUT .,.. Usp n'•.'•Ia� uri.+, _' a-CwOTI ,v P,IaE (Ys.)ew-Ts•., rAx lee+x>N-a7n I wr ," TRACK ANGLE (2AMAC 3 ALLOY) PE suL/voNATURL>oAn WATER A Tun m. PE n .." . . /n SUM 2 a Ie INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL ilk INTO EXISTING WOOD STRUCTURES � / '. LA; SCPEWS 0 F' O, w :r M, ENR(JDED PCNEITATIGN. I- - I/'.. .AG SC,RW> 0 6• 11 11 w 'I , EX.S'T(, KCVO HEALER I -- (3', w.n. ".a' W'O;. .. -.,R .pro P „ • f fi•I I { . ! TAOCA ITS ."I •I ,AC SCRM' 0 b' O.0 w, C E E RA /,/)' __ "I OR ON EDGE Mn 'H.LAI PfNE'RATCW I -T �CFEYS-N., t.,C •IFAI7ER It - • - MAn 1 I HE4UFR. �IltI { -tl F. [Nr cr . I I :/4 Q I '. 20.1 .' „ 5 r �. I - ) w S I i n, 6 LDn / ! Y W �t!". l r1' DC -0 EA. i- ,y Q I - S I I 4 �� �-. ' s I• r su ,AG SCIIE,-.a- tl ' S I -I •(rp� / B '/-' , EA C J u \ - /a• US., W� �HNL.aEC P' - al+ Kiv ` E. I t •KW w T r' - 'L-J.-"' 3/32' - e Ez'sT ae «nor ,RAO[P "NX7Wn, i t LEE Pt- ..:/i. a IA ine"', , f 1 t K•,E IA Rf _[Wrl 1 I T T I :.: r.TaY :'r P, - I I '_ rP.. I -E EARTH'. 1/2• . owl , 4 K [ 'i 3TIE• A MJ RNE1 „„• SyS E 9[__5) " m w1,utt o cr EYEL I.D I H R �+ rPI 0 U CNC J Q ,I_REO ARE6I I 1`�.A n 7 � 7II Y 1 r000 HUN r^1' 1, 5[f ORAL + ac t -rz I P .-{� NO 6EiC 'I? zl J KY ,LEADER REOL:A-t'' It ff I '/+•.-7Dr3/^• I -1 Cs. I - 7 9/16' MM Y •_c0a3 N' I SEPARATION M S R A W - - -, 11`1 IXASS 9/•F- u IF B•..5 J '!hl%• 1 0 - _ II I. «tw NvT e t I e C I . GuSS WPM, a - 1]' -. -'.,1 : I %,, if.O/D' W mn a - •AR• N NL n+--1�-1--r- //'I1' - c. I EVL CVl PLN' `J - - P1' .. • Ta1l N' - ASS I i Iw+ ,/i s:0 -0S^..." I w SIIW n. _ A_ 1 --'SEPNUT, /' W/NC IJO %TN'. iTa YY � T R - G'AS' FYE Q_RVP - MR OtT.JJ' 8 Ti 1l._ I I t - ' Q Y w y j I 4 I $ I ' 1 S �¢ y� I I I I R '8 Re I 1 I a, •_ I E, 1 - F -1 -i 01 1 ;z'ar MIA :� I t �S 'I - 1 \_ 1 RANI It-, If x E •. z,s, N' w'. n 6 G (^ r - I r I o. l � - FLIs w/ i.� I (2 )"e'..s •3z' WNc-,. i I -.wrt - _ (W/ ;`4'._ 3•4• L - c„nI E, I : r .'C•.J . \ T+:IUB5ri1Cb5fF NnrC •X NrI:M1 -_ L'F6wKa•O R: A.tC ,` - a } I �P'bH A't`12:Oa. ' I b,C -., \ e-70a3 a- 3 r' -, • 25D .UT • /+ A 1.AL SCE a fi' v ?? 7',+' I!, (SET CE ,N C'TA4 0 r4 f- MR ! :' M: El N f. Wtn �I' Mn W.1fKi' LATE RtWi.D _ h '�BY.1'3T WN N• - C J �.I -- MGiE IX ' 11 nAAD rMTE A SE f..an BLtOW, �' { I:h' OR 0,, Tom' -. / c Dli I .-^fL J 4 ='2: a-10 CIJN.TE P1 GG ,Lz0 a' 1 w.4. Wi '�K'r. -( i,M.tY�RIY [SEC NDTr_ ,. FA!iwi I s 1 • / . ,.,/ 1, -'}[ "' I `� ' 'EI , N: aUT e ,2 Dc ,15 M PE E An:N a • WALL MOUNTING ' tie I Nn INSTALLATION - t --1 i a'• .,N, sC-fWs a 6" o, w '. LAY, _4KW. a e" eC w• . a'. t/:' M., 1HPFADCD-EYE'TA- wCVC FTATEa P[G'u0fi __ I ,/. y,n *HAU:XS PE:NETRAT, y,., (71 1... WAk T�(,��� ALTERNATIVE 2NNW i v LATE a NgWDIL r.A TL.rz 9(J►r _ _ Klxx R[a�IFil l INSTALLATION SCALE './ rlA•E FCGJ'Aft rJT ITAr OR iN EDGE ALTERNATIVE 1 "W 1 BUILD-QUT MOUNTING SC,FLE 1/4•-•_ FLOOR MOUNTING EIQJS' ALTERNATIVEi�4'W I INSTALLATION I UN T-T{115 ARE EN.I' A•'. EUR 511 0HIG .I. A',C DLS':,+ :DA'.5 ........ 111111f1A SCARE tY J. T .660. 151 ar AN^ PANEL'S LENGTH JP •P 5' 10' E'tI '4-- a.•EIlEP A. T!...... TERN VW _, rCP NEW wsJGp FRAME CNS'FlN R!'rN .IOC': NLNBE FS IC BE SGT Hr A,, nI ,`�"` -,. ..... /l 'a'ai SGAL 114 n,<[ N. . w/ SLICE, De_�._ e �t fa CCL,._ ' -�; c" .. \GENE F z .1�' FLORIDA BUILDING CODE Nigh Vetodty Hurricane Zone) ttgTi-LS N0. 4 -_ 124zc •ATem Lac • 'Er sPf'"nI:A-.. AL, R[D,;! KIt -s FCR ,st ,v STCII, Luc 8 aT •oP t * : * = 20 GAGE GALVANIZED STEEL STORY PANEL L4ars.F m y($J � .- n RN[L CL',+AE ,. TU 1N....S !i (� N(;nUy EI 9N .f>.-.' ,¢,M�c _ .ALAI OP 2OJ.^ Sf&T_5 INSAVTIDN'If nY iREr77i • REDTPEr / 'STAT OF,- „�--S .T--. ' - _- \ GLOBAL PROTECTION PRODUCTS, LLC. °'"�/ rz I� O ./ / INC \ .ea s. s' VAST , NQLitfn m MwT__-yam k»I K sfcrw,Nc AE N1TlYE TOP HEADED w00D FFLA�,rtt� , 11 Dy', �� F ' - . -�A,...9 rulr ids we a ENaW�E6�gcoMPANµ Aa. H lv. lnI a tgrrew .v:7nir+es f.7. e,. ::OIgNNw 'a w'. CONDITION t WI HOR .ATION SlQN 'N I..XW II.-- rA I-KIIAR-e1R1 20-176 LE•N -,.- IAr1. T .,xo ..._ .11 it ,.,• -1 !Nl_ALAi!',JI, , IAMAF` '•' 'M All... " tr U' +JTA4119 CA- - I ,GET , P,1T[9i.N . E st'L/SmN4i11-1/1 T_ nr,. I'D- :,1- 1.tMlTr WATER . FELT : I'l .i 6) flU.1 i. DT fA MAXIMUM A.S.D. DESIGN PRESSURE RATING (na. f - AND CO RESPONDING 1/4. 3/4, 4/5, MAXIMUM SINGLE PANEL 11) ENGTH "L" SCHEDULE ONLY FOR EGULAR STORM �� z/4 I W/61 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON PANELS INSTAL LOTION INTO POURED CONCR • CONCRETE BLOCK lY WOOD (t) -3: MAX -- SHEETS 9, 10 an) --3, MMA - elNGie PA_N(I,yNass[oAMs•EL $1NSeLE PANELS (�;: RESER♦tlIFD AT EACH O O O I _ e - 0 _..-__ - _ o 0 AT TOP OR BOTTON END WITH TRACKS Imo. '�I - Ij� 14 .Qj, QR - ---"- - --�... D.M..2.3.4 r, I I - I-11-i -1-- - r-- -7--. WITH TRACKS 2' OR(B s DFRELi MOUNTED AT EACH EN ill -{ __ r_ _ I . ' N MAXIMUM PANEL LENGTH "L+" OR %-" (fi.) 0 MAXIMUM ADESIGNS.D CONCRETE A W000 PRESSURE RATING INSTALLATIONS t (P.e.t) (• Pr -) - L+ - 4 - -- 20.0 12'-C' 12'-C' -- 230-_-- 12'-0• 1178. Ja0 II 6' to 9_ F.0 10 10' IO - -� 400 -_. W 11 -9 4•_ 430 9-9 8 9•- - - Soo 9 I. a 4' SSA fl-r d 0• 60o 9-3- 7 >- 65.0 8-0, 7. 4• 70,0 1'-8• 7'-0• 750 l 5' 6 10' -_ a00 l 2' 6 7'-- _ __ b50 . _ . 7 .0- 6 5- _ _ 900 6-91 6 2" . il50 6 9• 6 0 -_ 000 6 5' 3 ll' ' - 0S0 . b , _ J Y -1700 5 7' _ I ISO ._ - 3 6• ----I See - 5'-5• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MALNW AS.O. DESIGN COACRRE a WOOD PRESSURE PAYING } INSTALLATIONS I 20.0 l4_-1 13 -0•- i3.0 12'-10 I1'-e - - It' 7' Ip _7-- Jac 0 0'- r0 9 -9" -J3. 400 9'-6 9'-2' - 50.0 11-1.a-2- 53.0 a'- J > -g - 60_o a'-0 - 1-1. ,T3.0 .-e 7'_2' 7O0 7'-5 6'-11• -- 750 T-2 6'-e• - e0.0_ 7'-0 a -3 • 7-J - 6-7•__ -�.0 900 6_-9 e" r 96D 6--7 10- 1000 e'-J 5-7' FBI 11'-3 3-•' _1100 - ;.-'. .. r r3.0 - 4-10. ,--a. MINIM MINIMUM P NGTH (in) E98 & GIVEN MOUNTING CONDITIQN ' -v I I.5'kt 5' I - OU. 1' TRACK I `F` T� DIRECT MOUNT - T' r1FADER HEADER MRip�IF ,F• TRACK W/SCE T r iTE/{K I ,:LOS:I165 - DIRE/- LRVM 4e JT 12 35' S5' S0 SC' '+------- -- - 11.5'X1.5' STUD ANGLE - - - -�-- _ 35, E- 12 - 32 -- _ __ 32• 47• .._-� 36 _ b 3 I T TRACK 55• 1 3'. 321 42' 67"-_ 60 1 60' ,iNGlE (/ Q - Sp�T y2- t -32' -t 38' 50' - 56 ; Se' W: sAlKlb siM[K _ • _--- _ �`0� K �_ j. .... _ 4 --­­i,.­_ --- . ---r-- --_,_ 1 I 50. 32' 32• 60" 56" lJ U3°E I l i I r_._. '_ tA i - _ 11 . .- � , T I DE A - A I UNBOLTED PANELS I I I BOLTED PANELS W/ t 40-20.1' s (SEE SECTIONS AS I55. NS BOLT W/ dO U OVERLAP) I APPUCAetf) 1 :I (SET SECTIONS AS APPLICABLE) I I I I ' { 1 ! N +�� 3 I I D.M.. 3Q.®. _ - - - - - -- - 1' MIN 24 1 /4, 3/4, 4/5, 5/5 A 6/5 I• MIN. / 1 W/6. 2w/6, 3w/7 a 4w/7 - ANCHORS (SEE SCHETK7Lf ON SHEETS 0, 10 at T) - REGULAR STORM PANEL ,J) ELEVATION 2.687• NI.S. '/4' MCP GAP CA (MIN OVERAP -1 WFg1E VALLEY,• - 1,.IL.T_. _- ___ MAX. GP N ,,i- SECTION A -A ,1 N. T.S. MOTES (I) L+. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS.D. DESIGN LOAD. L-. NO ALLOWABLE PA/tL LENGTH FOR A GIVEN NEGTNE AS.a DESIGN LOAD (2) PROCEDURE TO DETERMINE MAXe,UM PANEL L04OR GNENi A POSITIVE AS.D_ DESIGN LOAD, DETERMINE MN,IMIU1, PANEL LENGTH 'L-' FROM SCHEDULE GKN A NEGATIVE AS.O DESIGN LOAD. DETERMINE M XEAUM PANEL LENGTH 'L-• FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN'I.• AND It—. (3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION 1 INSTALLATIONS MO W000 ARE LURED TO 1 95 P FIE MAX ASO DESIGN PRESSURE RATING A3 f5♦9N 1Sa1F, 6MA6 LLt5EDA SGl $ a M. -. IENMFQR ? V11 1:N' r ✓ tt FI 0. 44167 - D2om TAIEw. III*' ya. TATEOF , �-> -_- - /' IL ECOI«a. ':'`cr'' DRIDA Q�'r`f/YTr7'Ev TOUT resT Cawolx�mEWw cor 'S.S7•- •'.r.v .L' --- WI b1 -. O4R imI BUILDING CODE (Mon High Volocity Nunlcane Zone) 24 GAGE GALVANIZED STEEL STORM PANEL IOTA« W .ORAL PROTECTION PRODUCTS, LLC. pT/nan/m2o .Ma SI °'L ti-1.'• 20-175 rroKE. (ess)es.-7eI6, TAX (R.$)UEA-e»7 6"U"'a IAr MI[[1 3 V le . GENERAL NOTES -- --- -..--- --- ---- -- - --- ------ ---- MAO ROB "role Aa lN/s' 4AFETY ! -2 MM.16 SIOMI PYEiSY ir) iQ :E.'5T.HG NrtLlr NY SPLCL'SI -([MUTE_! - U.55.NIN.: : STORM PANEL SFIOWy ON TARS PRtXIVCT EVALUATION DOCUMEM (HED) IIAS BEEN VERIFIED FOR COMP,J•NCE h Ar-^,CK7DµCE _ /4 i tAPCON ANCHORS, AS 4ANVFACIIJREL BY ' 1 W BUILOf+. INt 1 WTH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE THIS STORY PANEL SHALL NOT BE INSTALED AT HIGH - 1.4-IC RµELMATE FEMALE ICI AND PANELWTE TLUS ANCHORS AS MA/IUfACCURCD BT ELCG CONSTR,7CIK)N PRODUCT$ VELOCITY HURRICANE ZONES (FAMAM-DADE / BROwARD COV S) - ,,'4'0 LAC SCREWS PER NUS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SZ17TION 1EE9 Or ME ABOVE MENTIONED CCDE EGA A BASIC WIND - 7116'.. 5/8' WOUO BUSHING, AS DS7RIR.:TED FIT ALI. PUNT S1wW 80.1 A ':PfCW tr 10 P Y 1H P FOR A ! F SPEED D AS R B JURISDICTION STORM µ OIL LIST T) µ0 0 [IRE 1 Try AC70P L REQUIRED E JVN SDO WHERE OR El HE Nl! C IOhAL KD-085. USING ASCE 1-16 AND SHALL NO EXCEED THE MAXIMUM (ASU) MI CH RRESSURE RATINGS INDICATED ON SII[(-5 C I) MINNUM THREADED PENRRATIOH INTC WCOO OF IAPCON ANCHORS SH&I BE ' 1,12' AND 2' F°R EI.C.0 PAIELWIE PLUS 3. B THRU 12 IF 17. to AND PANELMAE FEMALL IO IN R F RIMY EN .TI TI N WI 1NF P A"- T-I 1M'': ORDER 77 YIE E ABOVE CON(N DN UL MATE DESq N0 LOA[K ^NRFRM _D ER xF 6 SHALL Rf P r i Y, nT R P T r TH - , 10 A 5 DESIGN PRESSURE FAnY� F MU I,P YIN T. By IN CWD[R O M µ W/ MAXWX S ' 2 MINIMUM N FADED E71RRA XJN LAC SCREW. INTO FTTRCO VHn SHALE, RE , I `2" IRA, FfADEC ?E[%KEO D ESN, URE ff l 'PLYING THEM 4.6 4 E -•KBE C 1 ) ' ( R Of T PRESSURE RATINGS R+CHORS ON SNER'_ 3 9 ,NRU IT a tT, !B PENRHA1gN INTO STUCCC Slu<L BE CONSIDERED AS PART U Tnf REQUIRED THREADED pENETRA!ION IN OR R TO A 33z INCREASE IN A.CWAf1Lt e, ORDER VERIFY 1RA7 ANCHORS ON MI5 PLED 4 TESTED WERE NOT OVER STO FCR WINO LOADS WAS ((Dt U"iEC. EN THEIR AW rS15 iASrNEPS SPACr/C '0 WOOD HAS BEEN G'FTRMMFD ,N r !) MNIMJw EDGE LNSr..µGE () LAc it:RE/•'S. iNTU WCIOG $HALL BE A5 I.OI.ATFD IN ^n.5 DRAWHG le %CFO, ACCORDANCE AcxRDANCE WITH N.D.s. 20a f C4' ML.AUM PENETRATION OF W BUSHING ALL 5 E : "4 .- C WS SH_k; o., MNNUM $TERM PµEL'S AOEWACY TIX2 WRAC? ATC� WEND RfSISTAN _E HAS BEET: VER,FtED IN ACCOROANCf, W.n SECTION I6c9.t 2 Cr 7 WOOD 9E ! r 1 _RE , USE(: BE ` tl? L. -ST XI,T µn " MINIMUM FOR WALLS W M NIT i � PER r S,=OLI C , JCCO E _ ., Au_ S UCCU THE ,,TtONED ° A RAN Ln FLORIDAF CFI E • 4 U' - I MCI D 19 0 -O9 : E ABOVE YE CODE ET6Cµ ES LAB 01 SOUTH OA REPC'RTS C C 2 A: %U X PEPA i µ, PAl R N T T,NO UfH E URVJA I PORT - AS PER E SSTD !2-99 a STAR C J30-02 S ANQARDS. L E qA FS LAP 50 L :E ,,?3U IO C t R r E v - r. ' ,�i C 5) , .AST 'HAT PRECAST STONE. OR PRECAST µIs STUCCO OR, NW ;N Y _ IN [AS 2pI AND GAS-101 n,ROT'9COL5. µCI ns PER (ALCVUTK,NS PERFORMED IN ACCt]A:JµCE w/ iECnCW ,604 OF *HC WOOD BCMRCS iK < C k E G N N 111 i REACRF'C AN STRUCTURE , WALE.- ANCHORS SHALL 6E Lblti C OLG 0 REACH E M STRL7C U C BEHIND SUCH 'µELS FI',R,DA RUKDPNG COCF ANCHORAGE 5)NA.1 BE A5 MENEIpNFD IN !,' I) l 71 a C.4j , 2 .L_ ALUMINUM EXiRVSgNS 10 BE 6063-1b K! `Y A IEMP[N (UNLESS OTHERWISE -NCO) SEC SHEET 2 . I e A• 01 THE fJI I I IF ' 1D ANCHORS SITAR BE NSIALiD FOLLUWN, 1.. E HE':UMMENDATIIJFNS µLE wE.J ILP IONS (H Nf µf. ,ORS MµL At'VFER 1 SHALL 4 A• SHEET I Ai T( nHP ,' 4 Y S _JWNIIM - NRA USES _LnVRFS 4 .L LAVE 3 U5--HI AlO 'H'"E B FµELS LAY ALSO BE NSALED HOFRONTALLr rrR _OWING NSTA;J,AT10N DETAILS YIOwN ON SECTION iwRO!,c 6 (SNk LETS 1 RCAY.'n 5' _ CEP' CARDERS a SHAM NO BE USED `H rX THAT 1' NOT . AI iik1.- SHEET METAL PANELS `JNAIl HAVE STRUCTURAL QUALITY >1EET, 0.5TN 4-653 GRADE AG YI/<iYUY. 1-6(; GALVANIZED SICF_ DESIGNATION W/FlT= 922 tP (AFTER KELM) I I' SEAL. at ME RESPONSIBILITY OF THE CONTRACTOR TO VERIn THE SOUNDNESS Of THE STRVC1I WHERE SHRITIER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THI! SHUTTTP SHkL OILY BE ATTACHED TL CONCRETE BLOCK OR WOOL FRAME s 41, SCREWS 70 BE STNNLESS STEEL 104 CAR 31F ASI SERIES OR CGPFEMON RCSS'µ7 COAIEU CARBON STEEL AS PER LAIN RI t T GII k, N I 'TRY T,1 YIA P r N I. DR.M I. r- - C I N SCti 19 W/ 5U . Ci: SIREN.. AND 90 A EE SIV > _MU µ0 5 J.0 COIN / F J l BJII"YG _UUY >F ILA 4n [ S_ L EACH REGULAR STORM RAPE: NIDI LEHALL OVER 90'. PER SECTIONS, I ?, ♦ 5 6 AND ALTLTNNA71VE5 IOU, 3W IOU ON 1- 5, E To E IDLE'$ TO SHEETS 4 5, 6 k 7 RESPERNFLY, SHALL HAVE 4 LEGI(XS MO REALLY VISIBLE MAf..ING ,N57P,4:.TIM: OWNER OR TENANT TO eE AS7M A- So' GALVANIZED STEEL OR Anil 4T4 SERIC. S'AVft-E_SS SIEFL. WITH 36 ts: M_NMJy YELL, STRENGTH -ECVRE PANELS WITH APPI-CA E REINFORCEMENT DURING PERYCD$ OF HURRICANE WARNING 7 AY I W H4 t - 'r,LK7S o Mi 5 .L WE A$ FOLLOWS COMPONENT 1 IN' t TI.` 1'RA:T ,R I r' I Al OI H-r H H N I 1 M1 TART IH THE > A. A /N CON C S U EA. W!L 5.4 t,(N;ES w •t REMAIN N ..,M I v,L, CLAN W H' T T UI Mr T PR N W RAIN N11(US 4N L B lD U EYE NU/ ,p -) POUR-IDCHORS - /4'0F,TA 1/A•P TAP(:ON ANCHORS A5 MANVFAC?f IRED BY 17W EIVII.UEX. INC (Yin I<:,31 N:' Pe..) 1? $TD,lN r'µE1 INS:AWtUN SMALL COMPLY WITH 5 E IHUe(:Ui_D W THIS DRAWING FI tS ANT Bwl`JP:G AND a: N',NG RE CJU:IONS AS I, 4' 0 . 7/0' CALK IN AY..HORS, AS MANUFACTURED PY DII W PROVIDED B, TIIL !UFH,OI;:TION WHERE PERMIT 'S WPIL LD TO - , I -. , 3/4- SOLID.. SET ANCHORS. AL tJISIRIFI BY NI RLh117 SCREW, BOLT IF SPECALIY CO i ,PANEL: .. (a) TITS PRODUCT CVALUAI DOCUMENT LF E 0 ) FREFARIC BY THIS ENGINEER 1S GENCmC µC DOES NC^ Fp,,. E INrARWIKTI /t. 1Li PANEL WTE rEMAE ,O a ?µEL MATE P,-JS ANCHORS. AS 4ANUCAGTURCU By ELC() CONS'Rvi,1KW PRODUCTS FOR n SITE SPECIES P4JVEC', •v WHERE ME ST EONOITK)N$ UC-1+',ATC FROM THE PED 14 ATF I . 1 4.1 AWC NA' IN ANC FCIR AS MANUFACTURED BY ^ i :N[ / ZvEWAI 'R t, iM i' 1 IR' F "f in P �r 6'. C�FJ AC10R C 9i RESPONSIBLE Ft Ft E SFLEC 0.. VI ChrSC µLA NS1AL•A'IUN MYI..'FdNG J SAFFT'Y IS RCL'^ _ ( ON$ E � BASE/ ON THIS PEO PROVIDED NE/SHf EKES NOT DI FROM THE CONL41'ONS LRTA Ee DY IH,' rKKUMENi A 11 MINIMUM EMBEDMENT 1-C). ANCNGRS IT:tA POURED COtX.RETE SHALL BE t 3j+'. 2 TOR CLCO F-ANELNAT[ AYE' CONSTR,JCTION %SETT AT SITE S THE CONTRACTORS RESFUNSILBILIET • /A' rnR 2AAMIC NNISN 4NC#.`JRS tL (Tl THS PROOLC., EV.LJAEON DOCUI WLL BE r7311510EREO RNAUD IF MGDJIEL All -�SFi EM 6F 7 III THE POURED CONCRfTL' NO 4iTEDMCNI INTO 2 GAD,- M a $DUD ATKNOP.S SHA :. 9C BEO D b O E C,UHt E U I ' RM T'- 1 !' . 0 W' 1 M 1 I MINNYUN H f11 X.1 ,'Ic - $UCLU SHALL BE Pf 1 EU ? SCREWS 15f0 SHALL RE ' LONG SHOULD $TLIC,_ C IS P VAF AR Y A f REGISTERED "Hr' ! /. (C) SITE SPEC TF' Ra1{..- SHALL Br .P ED B I ORIpA ER$ EFW ENGINEER OR aT,. 1 EI,T WINIGH WILL B[COME Pk ANCII 1' MINIMUM FOR WALLS WTI, NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W10 LEAF, ENGINEER OF REC.,F,C (E U R) FOR THE PROJECT ANU WHO WILL BE RESPONSIBLE FUR ME BUT WITH WING NUTS PROPER USE nF ,HE F` E E;EfAC AFEFP of RECORD, ACTING AS A OCLFGAtEU FNiT!NEFR TO tW_ -1E 0 ENGINEI 'S ER. SFU IAEPIT TA LA -N5 I tEP THE 31TE SPECIFIC CiAWNGS FOR REVIEW A!) IN CASE YHA? tt(E CAST STONE. PREGSI CONCRETE PANELS, PAVERS, STUCCO OR VICgD BOARDS BE Ftr,NO .)N THE EXI"NC WALL OR FLOOR, AdCHtXi SHNI BE IOTA, _WA/GI, ILA REACH ME WIN STRUCTURE BEHIND SJCH PANELS t-t TH:5 PE SHHL BAN ILL LATE AND I)RII.INAL SEAL AND iMNA•JRE OF THE PROECS'K)NAL µCHOPAFIE SHAM RE AS MENH(NXEP IN AI) µC IN A2). ENGINEER OF RECORD THAT PREPAREU 'T 18) O CSTINY .lOG!( W+AL AsTM_G-9D ,4 SHUT,ER MAIUTAC"REP'S LABE:. SHALL BE LOCATE[ CAN A PEADILY VISIBLE LOCATON AT STORM _4QM:.RFjL PANE: SH',.TTEA IN ACCGRaAWE WITH SECrpN 1 709 9 2 OF FLORIDA BOLD W, CODE ONE LABEL .4- a TAPCON ANCMTJRS AS MANIOACTVREO BY I I W RUtltA,,. INC. 'HALL SE PLACED FOR EVERr, Y OPENING LABSUNF,, TO rMPLI WRH SECne. I'I)P93 ,11M F E Ir4' e . T!6' TALK -IN ANCHORS. A� MANUFACTJREC BY DEWALI. :NC rLOWOA BUILDING COOL l/4"/ X 3,/4' SOLE%,-5EI ANCHORS, AS OMTREE;VnfU BY A1. POINT SCREW, BOLT a SPLCIAI CO t1+ ID PANE!MATE FTWLE ID µ0 PµELWTE PLUS ANC,DR AS MANUFACTURED BY [.LCC CO 'Y QCTKA PRO(JN Ill llff.ff I/4" A :AL[A` NAILIN ANCHORS, AS MANUFACTURED Br DEWALT, m1f ��.I�,x�E ;•T/(�/ "''•`�t. 4'I M,NIMLM EMBEDMENT Dr' TARCON ANCHORS, FEW PµCLMATES AND ZAMAC NALN ANCHOR -'Nip ME I fF'�\DENF7`� dLDCN :,NET yw.L BE , ,!4• BUILDING CODE (Non High VelocityHurricone Zane TunFLORIDA 1. 4N Ca IN a SOLD SE_ ANCHOR' slv.L'_ BE EMBEDDED 1/B' INTO ME CONCRETE NOCM vNIT ,,A CA DOEr1'6ate44 P'P'0 ,•.rt`O w'c 24 GAGE GALVANIZED STEEL STORM PANEL .-e, '/Z' -AN' STJCC.O $HAl BC P(RMII EG 1/4' I ID SCREWS USE/ 571AL. BE LONG MNIMW 5 7JIL, �?kto f+$T *- _Y / /�. " MINIMUM FCR WALLS Wn. NO > L•CC° STATE/1ECOt«C `.GLOBAL PROTECTION PRODUCTS. LLC. °' al4='O' rt p •,- f�, +LPL s • 11 T:tR)TB 1 'N ,`ARSE TNAI FREGUT STGNE. OG RR[TAS' CONCRETE PAVCtS STUCCC: OR W006 BOARD$ 5c OUN E CORI7- wI'L� TIC >yCSTIWo` eNUFFWA No CONPAiAt [ r . X1+,+ %STAG WALL. ANCHORS SHALL BE LONGFNUIGH TO REACH •HE WIN ST, UN'1URIC BEWNO 5U'HU*,s -SS Im:._,AAA ,mn,_„n «o. ,R>.MwY7ve •u t9> vee-a'n, 20-175 :i /DIAL- ANCHORAGE SKILL BE A5 MENTONED IN R') µD IN B 2) - a a ,%VIVA 11 R's +.1I ''p•>'W� F'`f,#NNrl,..,,Uc_uPl./Da1E RK- A nLR .F, .e __ n' t•nn I IRA 1e -CI` .I.7 -_ _.-_--_-____-.__-___ -_ _-. INSTALLATION DETAILS FOR REGULAR PANEL ' 7 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES R„s*ING POURED CON„ ^R ET E EXISTING POURED CONCRETE I OR IXINCRETF BLOCK OR CONCRETE BLOCK RE;=.,.,:F' CONCRETE ANCHORS ' [FL. CONCRETE µ11 (SEE SCHEDULE ON (.. _ SHEETS 9 THROUGH ;0 (SEE SCIdEDU SHEETS 9 THROUGH- ') EXLSTING POURED , r:. (r2�, :2 'r CONCRETE ORti'= CONCRETE BLOCK 11 - T12' NFMAX. REQUIRED •,3) Ss IeAD Bats-IMAX rr� a 1/•• G< T- r1 Ii CONCRETE ANCHORS 3 _, I EC I I iSH[RS (SEE SLHEiX1lE ON 9 THROUGH 10) , I1 I _ I !I I `1 IECr �) - I!f� I 1'I ) I (ill .I '•, ; T I' , EQr . ; I Y { 1 ( 4 N I 1 I 1 MI- '� E I 3s. Bxrs r� I 1 _ L 11 11 Alm. I l Ss ears W 1 E D 1 I SEPARATION � a rA ,�N II SEPARATION t t � AT u 1 E i0 GlASS 11 ObE feW WF6L EXISTING�I� (SEE SCLHWtE 1 t[ILW, OAO, 1-n MCI. -ION TO GIA,S. I �' °i'� N(SFE SCHEDULE I E "Na'" DOA >'a'1 •IA6n. 1 I I _• G1A55 ON SHEET 3) I PANEL IENCM R ON SHEET 3) 7 1 I I I 1 I •- 1 (SCE SCHCDUIF. Y 1 qq SCARAIM1IN EL• yo. TO I I 'E• I ( I 1 I ON SHEET 3) I R 1 I PANEL LENGTH_11 GLASS (SEE SCHEDULE I PANELAN i CONCRETE ANCHORS 1 I {1 A I I (SEE SCHEDULE[ 1 ON SFEI 3) SCNCD:N.L i i (SCE SCHEDULE ON I I 11 1 I ON SHEET 3) 1 4 - 1 ON SHEET J) ! 1 SHEETS 0 THROUGH IOA E I L 1; w>< 1 - OF •L• N 1 e _ GXIIASSY�JN 1 11. 11 ('•'' I • EXISTING : GLASS I ; I I I LOX /p� ''J I rmw0 I I 5011 I E Of 'L' I •:.. I `I ED Mars MI A I/•'.0 MAX i 1 1 , 1 E I` I 4 (- I 1I ED , - i E D ! E.U. I 2 ;1 '' TSAR ' CONCRETFR�0 1 /O 12 1/2' OC 1 I +/AS APPLICABLE) I -- W.I. H[X •A9[r rUAo �- ' Haan TEII SUEw A CONCRETE BLOCK I 1 CONCRETE ANCHORS 1 1 I _ 17 r _ V t.. _qy I• SS NS w/ IKIN IC !'- R£Ov:REO, } _�JJ a (SEE SCHEDULE ON THROUGH 1�E�' T-1- 0 11 !1' o[ T -) Mi" - I - _ I 10) SHEETS 9 W/ ®ONLY WHEN SO,JD ALTERNATE LEG : SR a CAX-N ANCHORS L'- LOCATION 1�4 : ARE USED A W/ ® WHEN EXISTING POURED CONCRETL OR CONCRETE BLOCK ALTERNATE CONCRETE EXISTING POURED CONCRETE - ANCHORS PANCULATES ANCHORS ARE USED REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED STACONCRETE D W/ STU D (SEE SCHEDULE ON SEE SCHEDULE (S (SEE SHEETS 9 THROUGH 10) SHEETS B THROUGH 10) BUILD -OUT MOUNTING SECTION 1 SCALE 3/8-1- SCALE 3/8.0 SCALE 3/8.1' [AN rI,0s, ,, v1EP �P ' GENS *11..., 91; a FLORIDA BUILDING CODE (Non High V•locl Hurricane Zone) nnm, ED. .EDGE DISTANCE N4'TZ..r{H(-_Cg5(BINATION Of SECTNNIS _ 0. 44167 . _ - STATE OF --'.•'� --r. --- Plo'm INS 2A GAGE GALVANIZED STEEL STORM PANEL / 1 L E C O m, t\ GLOBAL PROTECTION PRODUCTS. LLC. Oa r of/; Xw'° (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE 9', n.- f _. % LORIOL`..• nLur a I SUM Ra urNwar .EMI se'. s, sTREn IL s33+• SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. •0' ' aim F• , �l? LIJ T-, N. a .Ntm,An M,rCAME,- nK- Wn,-Iv1e Y,-m, PHONE. (Y6+)_m _. TAX (y )M-e7P7 20-175 4� , /DAIa4.S �aW v ,IF, ffNNHH11 4 a-CCCe71R wMlEp A 10.11T N., PF N, ) _EFAMARC T YRIT . ,9 ,e a•-+ a) C_ (n L_ -ffi O () 4 -e U -a L (L) L_ O O C .� Cu U -0 6- a- � �� N -0 OL U O .- C O t� - L O � Ca C O �--' u- {ram_ O /- . V M /� �J /A L O � O L -,ILA C 0 -� �/ /1�L a- E z w J N 9 Ph �� LP�a �-r iii ;.. L. We O Y G I= - o CIO m � = -O g srr•� r C 1.A. d N CC = 3- In - 9 t EJf w G Q N Y 2N 3 -t al . E c ;1t y C r --cc 3 CC r A d 0) -C i �,A G . .E in a c E O d 63 12 -' --- Y --------- --- - INSTALLATION DETAILS FOR REGULAR PANE 1L - - F_ -- -- �� `INSTALLATION DETAILS FOR REGULAR PANEL t INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL_,_': INTO WOOD INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES VLP -. , _ 1 1 $PMATgN 1 _ ALTERNATE CONCRETE F----__ }.___-___-_ GLASS_ _ ANCHORS LOCATION woo0 µ[HORS I TO SCHEDULE LEG CONCRETE µC/A)R$ (SEE SCHEDULE ON 1 1 (SEE SCHEDULE ON / t/rA-m1• III I SCE SC 1 4Y - - - _ LOCATION (SEE SL11EDlLC ON EXISPNG POURED CONCRETE SHEETS 9 THROUGH 101 E%iSr,NG POURED CONCRETE ! � SHEET II) .I 3/ r 0 ,//-'0C I ON SNER SL I L��> A•AM (Min.) EXISTING WOOD Ri ( / �1' ALTERNATE SHEETS B THROUGH 10) T OR CONCRETE BLOCK REWIRED. �_.. I ' I I - I— I.. _ 1_ 0 NL� i I LAN ADEQUA BE LEXISTINGG WOOD _ ...�� OR CONCRETE BLOCK t-�: Cn • J -• REWIRE., .<. - I ( L' ARM.. EA EC i r t LOCATION LEG (SEC SCHEDULE ON ( _..� I i, 'Z. (SNOODSµ EWRi OA. I I i , EI 11 i ,a. I ON SNERNIDUFOR I ARCHITECT PRIORNTTORSHUTTER A }, EX`STING PoURED - ED , - f LOGRON CONCRETE ANCHORS WOOD HEADER 1 I i PANEL LENGTH i c� FE CONCRETE REOLNRED �; , LE �' $HEELS 9 THROUGH 'Br7'�" % REWIRED - 1 ( _ _ _ 1 (HOOD ANCHORS ALTERNATE WiW ANCHORS �--'-'-Y---"{ '" Mn. - %�% k t-%)' . ..L= aft 'A " .t' ,O teb•e* LEAD --C� I WX. _ 1 r,i 1 f 50A SPKER Chy (SEE SCREDULE O N (SEE SCHEDULE ON I 1 I - «A - EO �' I I/! "Fri 11) OE E 1„4N4, NES WASENVA MIP ' I -,c _._ , 1 2 t 1 I SPACER _ , 1 1 SHEET tt SHEET 11 7•.' !. z itr aIAFDa rzl, YlE IX ://'. / ' E1 MAXi /2-r I Q _ s1Aty LEA sl DA a lF/4. / I I 1 , , OX L' ) ) .I-.. - . 1/2• .'IT I/'-,ss s / rn `^ .�-,.r-..rr /4 I/.•--,• SS .S../ BLOT, % 1 I I ' , I LENGTH 1 1 � ,� _U! � T" I a) 4�1.� MAXCONCRETE ANCHOR$ •'] In" O.c , 1 -r-I , W000 HEADER ,,_) _ 1 1 N 11 �. t/A• EO' I ( - - , Wx. W'OOD HEADER. L!, I _ I. T/2' .� t. I 1 -T-1 1 L (SEE SCHEDULE ON T I 2 I RrUNREJ 2 E _ __ , E Y -"-T I I REQUIRED 'I 1 1' 1 4'.-Ypt' 1 1 ( $HER$ 9 MROElOr 10) , I 1/Y, 11 I t I/.Y 20.t• I ED I 1 Lon I' ! I ' No I.' 1 I Y I _-_ I ( _ ss rKJID 0A1e 1 I j (- 1 I EQ N `+ E%1571NG 1 I I 1 B 1 ED - t 1 W E I/.•C, .� I 'L- MCA T ,�__ _ I I I I) ' - 1 � -__J I. G:/55'�) L8. I 1 IK�"01-1%4T oc II O-'-1 I Y 1 1 PANEL LENGTH 1 __t' W%. LOHG AUWNIN SPAGFRS 0112 '/2• E 1 I WJOD µCNOpS 11 2' 1 1/��EXISRNG�I1 E.O I - (SEE SCHEDULE ,_ 1 --�1 I__ ®O.0 (SEE TABLE It ON $HER tl.} t I (SET SCHEDULE ONt t AGLASS Y 1 1 I __ ON SNF•R J Mn 1 1 I 1 1 I SHEET 1t) M� 1 1 �rN/Mn. 1 ( I SEE NOTE "BELOW FOR UMITAigNS FOR Min,r-1Ipp .4-�/ I 11! ! $EPANEANON ! (1 FOR SPACER® 1 SCPARAilON ! {'�-) •L• MAX 1 I r •L•MAXt I/2. LONG SLEEVES. I EPARATIT ' I { 1 . ry 1/ f I I I�,f.' A SCHEDULE I ) I 1 IS 1 ..1; I 11;I -80.15 TO GLASS. , 10 GLASS I PµEL LENGTH 1 I E PArEL LENGTH ..1 GLASS.(. I Od 1- 1 AR p - I 1 ON SHEETS r 1 1 - I(SEC SCHEDUIF 1 114y_-,.• (SEE SCHEDJIT I SEE SCHEDUI.F 1 1 B 1 F I>a FOR NMI¢ III TO GLASS 1 1 ( ,/.'.-IDLE' 9 ♦ t0 i (SEE SCHEIW.E 1 1 I ( _ PµL WIE. TEMALE q OR PANEL WEE 1 SCHEDULE I 1 ,/+'A-2W 1' 1 1 LORH aWR r-d) .," MCa n (SEE SCHEDULE ON L I ss�ea� 1 ON SHFEt }) ` 1 1 SNSA9O.n • SPACER I ON SHEET 3) I 1 , sMsa �( ` j ON SHEET ]) 1 ) [ ON SHEET J) ION SHfR ]) :I S 1 MIT. SEPARATION TO LASS I / Y S E , SNER 31 L 1_ I R I } I/N"� [ i Y 1 F ..T SCHFT)UlF ON SHEIi J) 1 1 /` -L' NAX PµEL L[NGTM I At I q1 pXR 'I' AAPA. • r 6. NW .MAl 1 m•1' 1 I PLUS /SEC SCHEDULE ON SHEET, 11 t A, 1 tr-101' 1�--, I F y r 1 I '� ! LDA"• ON >-.') A FA alnRSEE SC..E 1 S rutif A T{1 PµEL LLNCTN 1 1 1 tlT6nt IMR >•.•I I I 1 ) A rA OIS MIn 1L' WX i E ; i 0- li E ! I ( ri tom( SS BATS K 1 (IH [pT P'Irll 1 Y S[ 9O3 W,© PANEL LCNC-II Mr. ; I ON swri 3) • 1 I - EXISi1 p EXSTENG 1 I - 1 LENGTH OOI >-on ON SHEE-� 3) I 1 1- ( LIAR FOR Ina L SEPARATION 1 I,-' I T (!t 7Ot IWa (SF[ SCNEDUIf ' 1 I 1 LamN HEIR >-e-) r0 'MASS. 1 1 21A• wooD . ) , /.' (SEE SCHEDULE I I PANEL LENGTH 1 wAss -1 GLASS I r - PIATF REOLURED DIRECT MOUNT W/ SPACER �A' E - I 1 I 1 Yfi__1 Dw sH_r 31 5 1 (SEE SCHEDULE CXISTi e GLASS I 1 1 E GDAS' (�E I (SEE SCHEDULE f . E%,STI lg F �,-) I EX: i'NC !LEG SERARAnON 1 1 I 1 I ( .LASS --/ �! I .-e rO CUSS. , f L 17) ( r., 1 E t _ , `. r 1 1 t" _{ 1 F' : ,i 1 ON SHEET J) 1 1 Y ON SHEET ]) I yU)(SEE SCHEDULE I I _ 4 i I 1 A I I I I- ON HER ]) i ! OF j i € 1 F. I i L1 i x i _ I_ * I i E ALTERNATIVE 2WN i 1 i _ i • t i i / f I MAX ) " i I 1 (, 1. t r '75A SCALE J/8.,• I I I- (� " I E 1 I `1 x I �4 ,' i I �� J.� I Au'X I CD • 1., 01VF�Yl" 1 1 t , - - 1 I I O t2 ,/2- OC. SEE TABLE �'I ON SHEET I1 FOR MAX. PANEL. IENGT14S a I I ._I DF L' I 1 MAX, }/ Y '_ , I ( E D I I E SFACfF1 i ! J 1 ` I I ` - - ; } MAX A S.D DESIGN LOADS FOR THIS INSTALLATION I /' 1 {� �`'. YAX i I ' 1 1 tM' v 1 .- a._ LENGTH I I t I t OF ' , ' \4 _ I I A 4 ; Ie 12 t/2' o.c n I ( 1 I .- 9 h� ANGXL ° ( I 1 i 0 12 '/2' oc(1) 1 •� _-1 I I 1,: I_5 E IrtAp BaTT I __- I _. } ♦" O 12t/Z- O:. { 1.A.__.1 , I E I I EOINK 1 'Y -]oat- --- e CON[RE'E AYCHOR$ a. 4 .,/ARC CONCRETE ANCHORS i- 1 1 1 I I 1� { L '7 I E I .H.__ _. .�j _ _-____._,.-_ _--_ _ -_ ALLOWENO D I I , ft) vi. IF , IrtM4Ba,5 . • TrR9 a EXISTING POURED , �, - (SEE SC•:EDL+LE ON 1 4'; (SEE SCHEDULE. ON , j L 1__J t 1 1 I CONCRETE _ _ i - EDGE Of WAIL OF SLAB SHEETS 9 THROUGH 10) SHEETS 0 '.ROUGH to) �9 2 I/I- LONG ALA%. AUMINUM , i a'OOD •V/C * bcm (, -__/ - I N 1 1 --__ _ I' - - _. --_ _ (SEE SCHEDULEMOR'a ON * 2 14, I O 9 I _ A STAGGERED w/ STUD _� REWIRED (AIJ CONDIION) _ . 'SPACE% O 6 1/4. O-C. VALID FOR I EI I I I!r LOW E }/4 E%.STMG POURED CONCRETE ALL DESIGN LOADS AND PANEL t _ _ I EXISTING POURED CONCRETE SPAUA N wY t 'X6' WOOD $NCR tT) It)WAXMENE N 6 1Falle 10 A ORE STORY CnOW FR MI1N ,s'-0' I DECK REQUIRED REQUIRED PLATE OR CONCRETE BLOCK LENGTHS PER SHEET J ( •) I `� I W000 µCHUBS ISEECONCRETEH µLHORS '`r , REQUIRED - OR CONCRETE FII.00R p-A, 1• MAX LONG 4WWUM SPACERS O 2•`a' WGOG _ 4 _ *BODE' MM INDA1 YWF tlOwn (TAW R A ED 0% SHE FROM ART' (SEE ANCHORS i (SEE SCHEDULE ON ,SEE SCH[WLE ON REWIRED S7a PLATE REQUIRED -1 I WOOD ANCHORS i 8180IN91(aNNf IXANY7mY r9OA1FD OM SHEET H). (SEE SCHEDULE ON 3/." SHCR ,t - [ p _ 12 SHEETS 0 C. (SEE TABLE f t ON {... t' NAIL SEPARATION TO aAss INOE'ATm _ 2'x<• wooD SHEET , t) _ - - I ) SHEETS 9 THROUGH 10) SHEETS 9 a 0 STAGGERED W! STUD ON 6MF2T 3 MIT BE REDUCED TO 1/0 M 1.' ', D) ACNoa 0004 TIN! WIPONDYI W (PANEL WR rDAAEE IO M PLATE REQUIRED (SEE SCHEDULE ON L014COM AS IRA FaLOYING CCROnIC.13 ARE - I PANEL MALL SFIFIC SHALL OM Sit 1/1 YAAX.IJY AT 6 1/4• DC. ( �B SHEET ,0 � fAlIREO r411N: '. i S,�fll e)A IUATRIG'.IOR FROM ,Y ,n" 0.0 sPArarG AUDNm a. - 7" Mh1 _ -. 1. _ (Vt/7 _ ` (I) MAa.U1 ASD O[SIGfI PRESSURE '^ CEILING AND MOUNTING B�I TING WALL MOUNTING f OtRECT MOUNT W/SPACERS OR 6 _ 1. _ RATING a ... -.e Pn, (3t MAR Y. rra PMEL Era H a BYrto ro N u vN oRLMRc 1 0 � V SCaF 3/6•, SCALE 3/8-1- S ION 6ION 6 MAX WALL MOUNTING DIRECT MOUNT sol 6 e. 4ESTRswu F a FRw wGol PAfn LaNcnaALLOWED ON (2) ,surnA aoFM PANEL LEMON 6 BQ®IIIE, s,NE['T 11). ' J CEIUNG AND FLOOR MOUNTING M/� WALL MOUNTING (A slow PAfIE 16TAMAla a oaY ALTERNATIVE 2W (+I1, 1/ LOW Y Awe COMPON"`wl M FHALLA L Kw rs�C,AFID ON BUILD -OUT MOUNTING `V ALTO AN EXISTING law nAMI wNU_ SCALE 3/a-t /2. ALTERNATIVE 3W ALTERNATIVE 4W ALTERNATIVE / W vM 0 FOR WIND 2mEs 1. 7 AND 3 a DOT11REo W ASIIN SCALE 3/6.t ,MNRNN SCALE s/8-1- SCARE 3/B.t" !-I We STANOW AID THE 2= (TA FOLK) Cr THE nDAaA NNN N., ' (4) Y'� 1..GI 3R 3 "C" Ma11,, E" 1110U) C CODE .��,F A. TJ( W A„ C- 9 HDILS Yw oY N""M"AH�/E"'"9 ? #I-`, \GfN !Q�'k AA A 100F........"' a TEP (liT`�,y _ . - �tEa..:.. �(ij -- - -- - - S %,14' W NOTES, 2 F FLORIDA BUILDING CODE (Non High YaloelI HunIcone Zone L Ii .-•, is FLORIDA BUILDING CODE Non NI h Velocity Hurricone Zone) NOTE FOR COMBINATION ➢f_ N5: 2111,'• E. fL0W10A BUILDING CODE (Non Ni h Valoelty Murr)eane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS C 0. 44167 i rfola M.W.Wc. ram, i INSTALLATIUK ARE ONLY VAE!0 FCR MAX. A S C. _ _ CfBm mWra, I.K. Fes. TOP &BOTTOM MOUNTINGS CAN f3E - ' * z °m° n`TEca' Fc ' 24 GAGE GALVANIZED STEEL STORM PANEL OlUAN W NDTE__F R COMBINATION 4iSECI14N5� DESIGN PRESSURE RATING (p.6.7) AND PANEL LENGTHS No. 44167 _ 24 GAGE GALVANIZED STEEL STORY PANEL �.411 e•. AS PER PRESSURE RON (p.T AND PANEL LENGTHS ' q'• STATE OF 24 GAGE GALVANIZED STEEL STORY PANEL oR4aN W Wr Q �`* :• * : * _ _ * ; * •: * COMBINED IN ANY WART TO SUIT ANY AS DER SCHEDULES ON SHEET 3 9I.. A, : /�Q= Z mm/fCle 70P k BOTTOM MOUNI:NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT %OR NOTE FOR COMBINATION_OF__SECIIC'M5 T GLOBAL PROTECTION PRODUCTS. LLC. urz. COMBINED IN ANY WAY TO SDI' ANY ALTERNATE 2W'} �t .rn7nom INSTAL ATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOO/ i ). LD I O/fanom E.D. -EDGE DISTANCE = b'• STATE OF'. _ _ - - /' I I L E C O I «e \ = 9'. STATE Of - I �' GLOBAL. PROTECTION PRODUCTS. LLC. • t _ TL E� � : GLOBAL PROTECTION PRODUCTS. LLC. p,rz _ �IL, E art MEMBERS TO BE SOUTHERN PoNE No 2, W/ SP£CIFtC c''- •- - (W INC. (SEE SCHEDULE ON IUP h BO"TTOM MOUNTINGS CAN BE 9Q'• FJ 1), - \ CAI ti T�sTR[[i INSTALU:IOBi. F ORIOT ' / *RL �m*,pw� cRIa�1 NR cwPArn 'Tait sw °' sneET DENSITY OF 0.55 OR EQUAL. /DIAL E� nun 1�IRo a F.RN�w �rnNrARY sew s.K. sI mcLT Z SHEETS 9 h 10) COMBINED IN ANY WAY TO SUIT ANY .. fF ORID �:. -. nLur TEATING a oloINCONwo cwrA14Y I 20-175 _ a n ��-n nW RIA t a a nor IINma n '' '(` •. 1 .......• Cai')� l r... K14..i.W- .•Y,' IT.,,, r1O",�.N B+NE. Ni. ]331+ y TAG` �E4/ W,.. (-7 n� U1F r- I-) rH-•Y'T'" P.lac (A5+).eE-7e+s. rA: (.s.).n-e»T 2 FOR NEW WOO/ FRAME CONSTRUCTION: W0017 'y s • (' jt� IKaI- C"A - _Im "1"Or , P,axe, (B3+ �E�ssa, 3A.X (_ 20-175 � .F.. ru (w -IMPS" MBB-7 I. ( JAB.-e»7 ,+R IIINAI„rr ,' wtLRFA RL1II N�{a)mng�" .T,IrR'!9!N)BM-Asa. -.»7 2D-175 INSTALLATION. 'SHf /D.y AL E. s -- -„ rw, ,,,K ORrNO RV- MEMBERS 10 8E SOUTHERN PINE NO 2. W/ SPECIFIC b 1 :� (°"t AI R� �AWRIC- I �a yA. Q rhentaltOt /SGNATDPEla"TT G-00nl.l -• Ne+. .r , DENSITY OF 0.55 OR EQUAL. AETNnuAA4 rLIN,lr1An F,CRNUu o. .r r.." - .N, "' '�"' ... "" P E sEAL/sGw.iva/arz E.E ,u r.-I" N TARE+ i o. to J a4L,G A ILR W.. Pe m Ir-,M N • SNm 5 Or .e "BORN L SLEET F'liai r ,.P ,r-•A P/n • eflRr a a ,e Us. ut.1 _-...-_ _..._ .-_-.. 0- SHEET NO. SH 1.3 _ - - - - 1 I 1 �— -- - - - �._ 1 P I 1 1 T 1 I' III ',,, I V ___ __ _ 1. - -_1 1 '• _ II i1'� I'I� II' 1e"1f nn1.T1 II I I I 1 . - 1. -- I ------_. _._) -__ P Er kl 1 I _-� _ _ - _ - 11n11 I - . / �- I�,I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, j CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL A,- SYSTEMS it I I- I /.� `- �\ I �.s, 1�' .t,(y OR POURED ca aER CONCRRE OLD. M ,® 2• . 3', NJ' 3105 H-14 OP ."4,If,-M rRNME 6 I, I 04 O• (0 CPR Kw. SVARIES-, 0. SiE! AFFOLE '/ , JH• 1 1. * - 2 1/� 1APtON O 12' O , 1 POURED CONCRETE. CONCRETE I _. Fit- =D+ q I 1/1'.. , !/a' TAPCC,1 PN)LNEp CONCAVE. 1 BLOC. OR 2'.+` WOGD FLAME i r a 1 ' 2 / 1'. R_OWREO CONCRETE BLOC[ OE I , L_ AP,LIOA i la• 0C 3 }-..' WOOD iRA,MC i R M:n,- aEa IREc i _ Natf PAMEN 1 11 If / •SAP 1 J cHn 1 PAStt r _ -'• MKHM t 14 RATE lFL I.OGtIDH F6n +DS'A 1.' A }' a a' S • x cc I /' VARIES a• . s• . Dss CON! I. 1 `--' i S MIW 97< L na Aw AYCAr M 1 R _ ' 3105-H1s. SNFLT PDw£O :'ONWF.TE. COHEIR a 25 :i - -- ---- ' VITA: MIN, IHE,IT PEAR tXOCt GI, 7'M' WOOD FRAME I�- SIDS -LIMA 2 1 a �'.. ' 1 11 PEOVIRFU _T / _ 2' - i 606a ALLOY -v - 1 1 COHT. Alva. ANOLC / Me.. / L •yi cr � ----r,-.----,._.---_.. -,..J MR. SAP _- I/.- . BOLT • . 4' ..072' 12' 3105-H,. OR BD63-to - e CC ' W/ACKNUT -1 Arun ANQ£ CASE A PLAN) CASE B PLAN CASE C �-PLAN) CASED PLAN). r { SCALE 1/4'-1' SCA.F !/4'-,' SCALE 1/i•1' SCALE 1/a'=," F ( SCuo-SET M CA`_. OR CO PAR I, t _ I.., i EY7UAQ, CONCRETE, FASTING TRIG .1 FUME ID AND /- \ a 3. 1 41 /f' 01, CONCRETC BLFA1 71?P. BOTTOM OR PNUAW11 PWS (SEE .... t.5X IOLAFEO CONCRER, 1 ((n4 'v � •® OR a'..' WOOD AS Or OPENMC SCHEDULE ON SLEETS " _ (COAL PANEL - CflNCRWETCOO %OCM OR IRAME -VA bSi '�; `% ® 'FUME REQUIRED AS APRX/BE 10 6 ,1) r h OVERLAP BEYOND NEOUIREO 1 PWRED CONCRETE. CONCRETE 1 3 . - OPENING WIDTH)BLOCK OR 2•.4- WOOD FRAME I y ••--., REQUIRED ; 1 �- j 7 w I V / 1. (t ct OR I /1�-+-` 7/ ' F' \ 7 IF/ VANES I � REM FLANGES PALM IEL TO S• MPH- 1 I -- WALL (NEVER CUT END PANED.) -__ K . BO MSTAtY..0--1----- :_TRACK -� (�) f 1 - - 'J ,-- - ----` �R:: a 3 F ..rr CASE G (PLAN) N,waea N.RAP ..• r "E„F H t�� bN - i/j 1/i.l' a IRo/.iiae _`t .. 4 SCALE ,ROC __ _.__ �_ -_ MR • R oc ```.�: V.\CEAIS '• ✓ S. VA:.ID FOR DIRECT MOUNT INSTALATON ONLY & F CERTIFIED PANEL INSTALLATION AT WALLS W/ No. 44167 . SURFACE LEVEL VARIATIONS WITHIN 3/4• 5ii 3 e . * c * ? FLORIDA BUILDING CODE (Non High V•locify Hurricane Zon• F oab?D rUC,X). ND IJ CASE E (PLAN) CASE F /PLAN) :r- - 9'. 24 GAGE GALVANIZED STEEL STORM PANEL LIME .0 rz DaWY i, SCALE 1/4'-I• ''-Q.r• F(OAIOP SCALE 1/4•-t- �`41r � pI/A m9p '', �Sry '" GLOBAL PROTECTION PRODUCTS. LLC. 11 ,i*44_ }°ems' ` I I L E C O s m Am ' , 7M / „LEST RSTH.e • aNW1�1RIIIMOm`CDWANY NRp SW. 51 SI,KII HH :-.-7!'I�'T! OA.[, 2 JS],. 20-175 . w.. ,m4 w~ _ ,- tAel n.-,41f MORE (95u.N-riaD, FA (eealee9-.T97 'U-em6Tt9 URAAHIG MP P.0 EEAlJ94MTu,i/DAR .ALFE, . n3n 41...E 1r aNm A a le R LN. HI ) L____ -- MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 1,1'INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 & 7) MAX. AS D. MAXIMUM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 & 7 "'98LE MAXWUM DESCH TO ERNA PANEL PANELMATE PANEUMTE WOOD BUSHING PRESSURE RATING / k ANY N TN LE,G (P,e I_) TAPCON LAC SCREW FEMALE 10 PLUS CON 0,BTHHEM (n.) 3 J 1 - 1 - } - w M ETD) __ , 13' _ 13. -_ - 3 1] _ ,w ( wrtw ) 6 1/2 6 1/2• 6 ,/2 - _ 6, 4 _ 6 ,/ W (TOP) ___ _ __ - -.-_- __. -._ 6 1/4' ._..._ _.. 12 1/2• - _. - ._ 6 /a• (BOX•) 1-0 5OR LESS - - - a' e' B• a - -- - Jot (BOTTOM) U' ,3' 13' 3' --- - -Ir W (TOP) .4 -45 - - - ll' - - 1 ]' - 3 . - 4r BOTTOM OR LESS 13' 13' 13' 11' B I/2' ■ (TM) _ 13' r ,3. 1} 6 ,w (BOrTOMI __ _ 6 1/2 -2 6 /2'_- 6 1/T 6 1/2 6 /_ (EOP) _ __ (BOX-) __ .._ .-- _- 6 1/ - 12 IJ2 _ -_ 6 /i >5.-0. - -- 4 t/2• - 5 1/2 - _. 6 /2 -_ (TOP) M _ TO 14--4. - /2. - -7- ---- - -__ 7 1! W1I1N) __________1 4 I12• - - --_- D ,/2' _- 9 1/2' _ -. 12 - _ !2 - _ 4,Y (TOP, 4W (BOTTOM) - -. } _ .-__13--_ ,}- 13• R 1/2- • SEE TABLE 11 FOR MAX,A.S.D. DESIGN LOWS & MAX. PANEL LENGTHS WHEN SPACER %N 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 k 7 APPECABLE MAXIMUM DESIGN T�rM PANEL TAPCON LAG SCREW PANEI.WTE PA WOOD BUSHING c UR PRES_ E RATING a ATI CaF ON LENG rH -L' (P.s.,) FEMALE to PLUS PLUS THEN OF iHCY ri: 13 7 13 J' _- N OP R ) -_OM __13' - , 3 11 _ Y - 3 - - a• W (BOTTOM) ( ) 6 1/2• 6 __I_/2 fi 1/2 6 ,/.• 6 IJ2• (TOP) - -._-- - ___. - -- 8 ,/4' - _ ,2 1/I' - 6 1/.- --- 7W (BOX•) 5'-0- LE55 / z 6' B• H. ( ) 13' 13' 13' 13' ,3" W (FOP) 1.4 -45 -- 3 1 , ' 1 ' 4w (BOTTOM) ) TD a75, -75 13• Ir 13 13' lo• IOU (TOP) ,3' 13 ,S 6 J4- ,IS (BOTTOM) IJ2' _t3' ---6 IJ2' 6 1/2' 6 I/2• 6 /2• (OUP} 6 14 12 i2 - 6 1 4• BOX.• 4 1/7" 5 7 IJ2_ _. - _ .._ - 7 1/T• _ - 3W (lop} _ To 7•-V _. __ 5• __.._ 5 1/2 e' e' - 3W ("crow) 13• 12 13- Y 5-112' (TOP) • SEE TABLE 11 FOR MAX. LSD. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER J* 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 Td9LEAL A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5•-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHOR, & w/ C3A1 sP I III`I +/�zo.c. e,F,........It✓ 2 �P: JGENS 9 µ 44167 * 2 _* • i I q . ATE OF ': 9 rN....IRO-�F,k-,s*FAT ACJoAR FLORIDA BUILDING CODE (Non High Velocity Nurricon. Zon• a7mo TR*FCO. Nc 24 GAGE GALVANIZED STEEL STORM PANEL I oa e�+ n L ECOINt .727RE. \.l GLOBAL PROTECTION PRODUCTS, LLC. �R Tie` DAN43VNKJm4co.n� Rem sr 31 si IAMG h. m"I 20-175 1 o a''s �. u+l n,_Is,I Ptcrc (9s.)se9-rsas. 1. la•.Ne9-n9' OS-DO0671. a"'IMF"F '"P N,[n A Tg3,1 A. PC - M,T[T 1. a IB FICIVIDA Mc IF 44107 INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE QR CONCRETE BLOCK STRUCTURES 1/4•TIN IF 'ARCON LXTG POURED ,/.•. ,APCON _EXISTING POURED ANCHOR O 9' OC CONCRETE OR ANCHOR O 9 Of, CONCRETE OR CONCRETE BLOCK m OCK i. REOUNEO. li I �2. _ I IJ2• 1,4, I/.- MAX. 1 -MAX , (OR R "Isl."I GLASS / n W. . p II r Nn R--SEPARATOn 9 TO GLASS e EXSTING POURED E U • CONCRETE OR CONCRETE BLOCK REOUIRED i ,/A-. PANELMATE PLUS ANCHOR O 12 1/2- D.0 SEE SHEETS 15 k 16 FOR ANC -ORS TYPE k AAGND rM &VAIIATORS INTO WOOD FRAME SJUNI S M.RMW ANCHOR SPACINGS MU MwN.w EDGE DISTANCE ARE IMDCATCD ON THIS SC,EDULE IRE E.D LESS THAN NECATTD ON SCHEDULE REDUCE ANCHOR AACRO BY MJLFF'LYWC SPACING SHOWW ON SCHEDULE BY THE FOUDWNG FACTORS FOR THIS OPERATION YO N POSSIBLE - REDUCED SPACING OBTAINED USING FACTOR SHKL NOT SET LESS THAN MINIMUM SPAC„NO I w1lEO FDA EACH ANCHOR TYPE ON THIS SCHEDULE i!••. t/••. ANCHOR "Pt urow NMI ._ M.9MIA, AMO,d1 WNLNO (h) ,- -; - - • WMIAwNmIM XWJL Mm own OA) MOOR H ,/a' R% - ? I/,. Re+ 9x Im - ____ ' _ ,,r I EU• Ij �/M l I r 1; . I' Min I ! P e-SE RATION - e TO GU55 1 4 I i J 'F-SD,' . , p / 1 i ,i DBan CXIETMIIz! .2 GLASS 9 W6 i I I I I . 1 1 •L. YM , yy IT / 6' PANEL LENCIH I I (SEE ELEVATION R j e i 1 DN SHEET ,2) I. I. , I - , I I { 1 4- r-i' I 4 1 6' PISTNG POURED I I N CONCRETE OR CONCRETE ! I ,�51 BLOC.' REOUIRED. + : 1 IKY , R�1 � f I '1. SECTION R-3B 1/4'0 PANELNATL n,+ ANCHOR MEYMG) O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/6-1' F_ "Eco. nc 24 CAGE C D STEEL STORY PANEL GALVANIZED N ZE F,. aWW m er/n/am9 L E C O E N c .. GLOBAL PROTECTION PRODUCTS, LLC. OCR " a VVIIKCRIIHO Mom s W. 5H snlFR °"F'r' n_ 1I", `OMPANY 'i .I-Ga. I - RN n,_1v'r'I' ._ Fw.wc (es.).e9-7,F5. rM. l9s+Mw-A797 .. -SPAwN.D 20-175 N. MAXIMUM A.S.D. DESIGN PRESSURE RATING (D-21) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL _I INSTALLATIONS INTO CONCRETE &CONCRETE BLOCK STRUCTLiRES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) LAX A.S.D. III MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE MAA�l MAX. AS.D. MIAXPENII ANCHORS SPACING FOR MN ED. PER SCHEDULE BF1-OYr APPLICABLE TO MAXIMUM DESIGN PRESSURE O / PANEL LENGTH DESIGN PRESSURE J a MIT PANEL LENGTH TAPCON SOLID -SET PANELMATE FEMALE O PANELMATE PLUS MAC-COACH CALK -IN TMCw SOLID -SET PANELLATE FEMALE ID PANELMATE PLUS 7/AAAC-NAl1N CALK -IN RATING (P •'J a AM COMMA" N or INCH 'L• (It RATING (p...r.) mMeeATIaN a YHgy .1 "L (N ) m ro icaNUl�rE m.ye1E '0 cn'au'TelE ro ro 1p - ro TO jeaNnaa ro icnHlr,etE 'o ro ro j mHHiR o1NaEn 1 3• ; 13 ,3. 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IS 5 (BOTTOM) ,} s _«. _ u o yr ,r r _ r_.. 7 ij2N 5 ,r _ • �.4 I/7 r 6 (TOp ) -8 _r u e I!' 1 13 13' }: _� IJ2- __- 5 61/2 - --- - U• 1/2. 5 Rap)- 1/4•IS ,/,• a /4.76 tji 6 I/4'i6 1/4' 6 (eoT.-) 6 ,/4•a6 1/1' 6 I/a'1 6 1/a'i6 ,/4' 6 (BOX••) SEC SHEET II IDR ANCHORS TYPE k ALONG MA NSTA.UUlcNs wo .Ow F1ENC ouuw S MINIMUM ANCHOR SPACNG5 AND MINIMUM I= DISTANCE M£ NOCATED ON 143 SCMEDLIE FOR ED .E55 THAN NOCATED ON SCHEDULE REDUCE A.C1M 5PACNG BY NULTIPLYNG SPACNO SHOWN D. SCHEDULE In THHE FOLLOWING FACTORS FOR THIS OPERATION To 6£ POSSIBLE, REDUCED SPACINO OBTAINED L19K FACTOR SHALL NOT BE _[SS IIAN ARNYUM SPACING INDGT[D FOR EACH ANCHOR TYPE ON THIS "SCIFEDnC ANCHOR TYPE 1/4'. ,/.•. 1/4•. PRHO""o ,/.'. •"It^£ 1/4'. ,/4•. rArooK ua-m EwAc-MAN CNA_ W.-I ANCHM SPACING (A.) S 3 3 ---_-- - a 2 In, 2 112 ..-... _.- _— - -- __ WIA Do.I __ kCO, 3 , ,/i' ) 1/1' , 1ry , ,/7• ACRBS. EDE MI NCE (E.D. FACTOR _ I IJI. R.33 - - - - - - ? 11'Y on o. - - - ow r o.ev oR - v•3 ar - +1a Im - too Im rSPAONGS ONLY VALID WHEN SPACER 9 tS USED. SEE i 11 FOR MAX. A.S.D. IS DESIGN LOWS & MAX. PANEL LEA( WHEN SPACER USED. Y 4" D.M.,`/2O� -t' wry (�)OF U ,,,, \CNN `� .44167 ': *; ". iTATE OFt " )�E'� D,N'•. (ORIEL`,: ,R• IMF &I A A.S.D. DESIGN': LOAD MA IMIUl/ PANE. LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE DNA VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.0 FLORIDA BUILDING CODE Non h Villocity Murrlcons Zone FOOOD mmm. m 24 GAGE GALVANIZED STEEL STORM PANEL D.%'AAe. iL E C O INS. `'3 ar/TF/ap?9 . GLOBAL PROTECTION PRODUCTS, LLC. CHIN .BOO Sr. 51 SnSET o :-� M'.'. 3W, a. r a x•WM ,RAm A,: aM4, sl aaa1. 20-17$ I„-u I3td1n,-..N - PeR.I•IA, PHONE. VKHO B-IN5. IN (Re.)N9-eT9, - _ I,- - -I - - I - - ANG 4. ANCHORS (SEE SECTIONS k ALTERNATNES ON SHEETS f3, 14, 15 &16) _ - - - r*R-IA/13, R-2A/13, R-3A/14, R-18/13, R-29/13, R-36/14, 3' MAX R-MAW/15. R-2AW/15. R-SAW/16, F*R-1BW/15. R-2BW/15• R-30W/16. 1, n- o OI 0 0 O 0o L_ _- ___ __ ___. • __. ___ .__..•_ I : ; � � ''.: : - i _. � I ______________ _-- . _________I I i I __ , I � � : I I � 1i i I __ L/2 � 114'0-20.1' S.S BOLTS Wo1 lI i' i O T, ._. (USE FOR PANEL LFNCRi OVER 7 6 7 ` V •1\ l . MAX P H PANEL LFNG' I REGULAR STORM PANEL, _ _ _ _ _ _ 1 - _ _ _ _ ' �.- \ i]FK - ti'_ REGULAR STORM PANEL .. _ _ _ _ I a'-e' O +40.0. -40.0 p.s./. w/ _ . _ _ . - .. _ _ _ _ _ _ . _ _ ( OVERLAP MID PANEL LENGTH BOLT) _LIE SAFETY S70Ru PANEL ;___ OVER • -54.0 P-•.1 IAO P (W/0 17NETAAP YO PANEL LENGTH ear, ^1 A.. 7 Ajti- , ' ' M.N. NLTMI ;�� 2ATaNl �' �.. 1/iA-20.,' S.5 BOLTS W7AEC�y I .,,,�« I I .�. MOCNNTRG; AT N OVERUPL I , ,I _ 11 L/2 I - ,_., -_-. .___.___.-. _ _____ - _ _T___ . .- ..( (2) NOTCHES A STUD -- ___- - ____ __________ ___._ ____.-.- ... I _ g D.M.,(43 . �_ --'--- --- �— - ' LOUT'ON O LIFE SAFETY PANEL BOTTOM CORNERS " -OVERLAP- 0 ! -- -- -OVERtM- bt ® WING �1RCDIAO WING NU.R AT - }• MN: NUT L LCrS PANEL fedl.itLXLYJ] RIGHT PANEL J" RASE, f INSTALLATIONS ONLY VALID FOR WIND I- MUM. R-IA/13, R-2A/13, R-3A/14, R-1 S/13. R-28/13, R-39/14, I' MUM. SPEED UP TO 170 m.c N. R-fAW/15, R-2AW/15, R-3AW/16. R-19W/15, R-28W/15, R-38W/16. - ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13 14, 15 416) - I/.• MAll GAP LIFE SAFETY STORM PANEL j ELEVATION (t) - - .; t 1 I RECuIM I SCA C fa ,' 7 8a7' 1 PP Y. STORM PANEL r - TAN ( OA!kw -1 ,W.XE vh,zF - - I,AINNM.... - -_ --A. // 41N ,NORM ANEL . a I/4 1, .. MAX c,P'' Y . T ���i I \ 0' S . --->l = : - , - - ' - - : !� _/F , -DYER APt = 9 iA =, �/ : : LL LIFE 5M n PANEL = O=, 7.>r :* FLORIDA BUILDING CODE Non High Velocity Hurricane EXTERIOR ', F,T, ORIO►,• ��,p`` i I4 GAGE GALVANIZED STEEL STORY PANEL I OFF, JPN // IL E C O INe GLOBAL PROTECTION PRODUCTS, LLC. 0J/ SECTION A -A SCALE 1/4--1' / - - ,-7/ j}�1ef^ THL fDE ,- - aH 1:611NYIY .6m Sr 51 S1R3r WILL taN nl-1� �y �'nA,.n nuv,•l EIOKE (RS.)M-ly'. 1. ro,.M)Oee-.191 _� MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL LLl INSTALL 910N5 INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL ID INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. IMXNIIM ANCHORS SPACRNC FOR MIN E.D. PER SCHEDULE BELOW PLICALE MAXIMUM MAX A.S.D. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW TAPPL1ClBU YAXRIVY DESIGN PRESSURE TOPSECTIONS II a ANY PANEL LENGTH DESIGN PRESSURE 1 k ANY PANEL LENGTH TAPCON SOLID -SET PAVELALTE FEMALE O PANEIM•AI PLUS ZAAAC-NAL1N CALK-w TAPCON SCUD -SEE PANEIAMTE FEMALE 0 vANELMAI[ PLUS ZAMAC-NARIN CAE( -IN RATING (P • } (It •; p.e,IK COMI@NATON Or THEM lK) 10 ro G/� ICOrtTRR ro Ce.�R ro mQ1CITR P ro mPAIC1F 17• M;ONdWTC 12' TO 13' 10• COAiBIFI'LTXN Q iN01 1 (TOP) ro ,3• 5- ro 13" 1O 1/2' ro ,r •1 is ,/1' ro OO.ICRCR - ,3• 6 /2• ro EOIOI"L'�.O' ,ICIk1E 1 7 '/1"75 __ i ro O '. I ' __ /7 � }• „' ,3' 1]' 13_ 13' ,]• 13' , (LOAD I,oTTw ( ) ,J• i7" Ir ! tT',3. --T-' 13' 13' 13' 11" 1J' IO' , (BOTTOM) l a IS' ;6 / ,]' I IY I J 9' t1' 9" 7 , a' 10 / , J 6' 2 ('�)-- u' „• ,Y u' ,r I ,r U' I 1J- u' +Y +Y 'o' OP T (T ) , ] � Y , 7 10 2 � / I _ J 6 T I / --- t 6 2 J I / - - 7 I 2'S, / P? t♦ , , 1 J -/_ ,3.+- ,3' - - J J - J }-- ]' 1 ,•' 11 � 1- 7 BDT70A1 f)' Y Ir I t J I]' y- 9 1 /7 9, 1 2 1 / t0 1 3 7 I T, J ,J f 6 1 a / 7 (BOTTOM) 13* r• "1 I J' +1' t ,' 3'3 I i t, 3 3 i I ' P 1 ' ' ]' 0 3 Rom') , � 7' ] 1 J 2 19 J s 2 '}' /7 6 / ) 7 / r z a / 7 7 / / ,J' 6' e / (TOP) (BOXO ) 12 1 2 1 I 1 2 2 2 2 6 1 a , a' 6 a 2 / I l a ,; 6 6 / / I1 • rt J BO w) ( OR MIST 7 / , / I / / t / OR LESS e- I s- _ _.. A. e' e• I a• _ e• ie n _._. r _ � 5' -_ a I _, a (TOP) ( ) _._ 0. _ , 5 2 7' I } a / I 4' 1 1 2 _ 1 6 2. 7 7 4 TOP _ 1_ p' I _ p: F 6- i p• +. p p'.. - 6' - a (BORON) _-. e• - _I _: e ,/2' - -.-.t 9" Y _ . -..• p I i _ _ 5 ,/a_'1 __ .- T. . _ . (BOTIOY) . f ,3 ' I, _ 1J IJ . --._ 13 13 13 - _ 1 ,J 13 1 .1 J t0 5 (TOP) - 13 a /2 ] , 3 -. ] • 9 13 9• .7 1 1 10- , / 3" 6' (TOP) 5 OP ,3' t1' ,3' t3' 1]' 1!• t3' ,3' i3 12' ,7 f0' S (BOTTOM) ,3• ! 7• 11' 13" 13" i9 1/2' 11' '.9 1/2. 10 ,/2•+] I/7 3- 6' S (BOTTOM) 13'- ? 1I" _ - T - ", I3' 6 ,/4_I6 t/.' 1!• i I,- A 1/4' 6 1/4' iJ" T - it i - _ '3 -..I , t7' __ - _. '3' to- a ,ji 16 1/.' _ - . _-.. a (Top) 6 (BOX.••) -73 13• i 5 _ - 13' 6 1/,'T6 •. - IUD Ij2' ,/i _.IS• 6 ,/. 16 I/2' _ IB 1/4' 1] j6 1/2' l a ,/.'Ip 1/♦' 7 1/2' 5 1/2' - - - � - _; 13' , 1/2 .. 6 If!'!6 t/i 6 (TOP) _--.. a (BOX••) >+65, -65 TO >a75. . TO __ ,Y 6, _ _/ _ ._9_.. -1/2', _,]. i ~ t3' ... _ __ .. e' ___ _- 13- 16 I/a' ___-...- ? (TOAD _.-. _._ - - __.. _._.- __. .._.._ Y.__.. _.__.. tU-- 7 ,/7' _ __ _ 13• __ 1 _ (BOTTOM) ___- IV 17 I/2' 13' 1 13' . l___ 13. ID' 13 TIO , }' J 1% IO' I T y. �_ 1t' ,t ,' 17��a ,J' S _.t... 3' 1 -}• - ... T3" 'f0 IJ2' - • t3' ,3' ,]' _- -�' ,J" -, 6 +/2' 9 t/2' __ 11.__ i6 I ___ I! 19 1/2. 10 1/2 � ,_, IS r6 IJI. 2 (00110A) 13_?TO ,}' T- 7 (BOTTOM) _ _ t3' 17 I/1- I ,!' tJ' t3' I,D Ij2 J 1J J' ] ROD)._. >5 6" 7 1 j 11' ,3• V - ] 9 2 / I 9 2 3 / - tl 7 a / /_ 3 "_ __ (TOP) _ >5. _6. 1'„ ,10 /2 1 /3 I p' -----1`-__ 1 B / - /._ 6 a 7• ~ J e' - --I_ _-__t--_ 171/2• 6' - 17 ,]" a' : - _ ____ JD,/2• e' _ __- - ___.__ 1 I 0 /1 6• ,'. I /2 I - 8 o• - __ _ _ __ -. ]' 4 (BOTTOM) ____ 5 ,TOP ) e" l __ 1 - 1. , Y } / - 6 ,/2•' - - _- _- ,!' - ']' _ B. -__ ,J' - - ____ - 9' - e - ____ __ 11. 9' 5 /Y! - __ ,a' �i7 ,/1 T - _ ___ 13' 6- __- 4 (BCRwI _--_ 5 R.OP) t3' ____._.__... tJ' !7 1/2' _...-_.r____ ,3' 1J' !]' .._ ___ ,3' 1D 1/2' -__._ _ __ 1]' __- __ 10 1/?- __-_.. ,D1 2y. , +/2'I .-. , t/2� ___._.. p' __---.._.. _.. _ IJ' y 7- _._ __ _ 5 (BOTTONj ----__ 6 -_--_ _. -_ ,r 7' _._- _.- __- `-" __ _ - IJ' I t3' .. ....-._- t]•�_-__ _-. ,1- _.-_ ._-___ 9 ,/2' ---- 6 1/2- _ -L. _ __ I]' 19 1/7' _.._-_.- ....-_ IY 16 1/1- r,S_�7I/T'I} _ ._ t0 1J7�7 ,/2 __ .. _-._- 7 '/2• 5 ,/1- ,_._ ,3' ! 6' ...� ._.-.___* ,3' ,/2 �_ (BOnw)_-- (TOP)-__._ [11 ._...__ 1J' __-i_.� __-_ t]' h0 ,/2' __.-_- --- IS' 2 -_ .__y...._..... e' tJ' 1 7- _-._-- (TOP) --_._. IS' I _...6 -._� _13" __.-_.�_...-- ____� _ _ ,/e' 6 /4• 6 /ii6 1/4' _ 6 ,/.'16 1/4. 8 (E)OR ••) _ _ p ,/a'16 I/4' 6 ,/♦ 6 1/4 _ 6 /1oJ. (BOX••) SEE SM I, TOR NICHOR5 TYPE a SPAJNO FOR wN."na-S W. WOOD MAZE &a.Dom • .HMMw Ah,mm SPACINGS AND NNMw EDGE Dwva ARE ,I'OMATED ON nR5 SCHED.LE FM E➢ LEIS DYN INDICATED M SCHEDULE REDUCE AMCOR SANG B1 MIILTVLY,NG SIYCNG SHOWN ON WHEMAE EN THE FOLLONIM FATaWS FOR The OPERATION TO DIE POSSIBLE. KDICED SPNO G OBTAINED UNG FACTOR SHWy NO, Be LES: T,AH MINKI SPACING WC.UTI D FOR EACH ANGINDA 1II+E ON TNe SCHCDUL ANCHM TYPE 1/4'. 1/4•. 1/4'I mawnoMLE C. P•II 1/♦•... ,/P.- UNION WAR-eX D uM4 VVAI HAMN UILX-.1 a1K.AIM ANCHOR SPACING (•E) J 3 , , , 7 +/r _ ? /? _-_ MYMMMtypA- .. _. _._ - __.. _. a __- a ,n- _-.__ _ r — __ - a - ._ 3 ,/, ? -_-_ km, hH 3 a ,/Y S I/T• 3 ,/P' (ED.) FACTORoal rr ,. - - - .. o.D R.T• . ,m - oRJ - 1.- I - ,. +. •• SPACINGS ONLY VAE0 WHEN SPACER IS USED. SEE WEE 11 FOR MM. AIDESIGN LADS &MAX. PANEL LENGTHS WHEN SPACER IS USED. 1/4-0 TAPCON LXI5TNG POURED ANCHOR O 9' O.0 CONCRETE OR ,;'f., CONCRETE BLOCK REWIRED 12 I I (" ' -t/1' I ,I 1/4 ED• /I TAHLE it A A.S.D. DESIGN LOAD ttUOMUM PANEL LENGTH 40 PST OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS M♦I♦NtpmN."I W/ SOLID SET' ANCHORS & W/ §� SPACER AT 12 1/2" O.C. A:.T.4/, ,.Y�,��'a��a P * uCENf • •;. y FLORIDA BUILDING CODE Non High Velocity Nurricon• Zone) ' 0. 44167 rav2o nTTm .,c 24 GAGE GALVANIZED STEEL STORM PANEL ,. rn.N m *: ♦ *= - or I7 M34 /„� T. -,O.. STATE O -,;__ - F _, r IL ECOINr `, GLOBAL PROTECTION PRODUCTS. LLC. T, T[ST•O k a+mN�IlttAtNo COVANr (OA0, : ,r ".�4Zf) '� Mat.. 51 men O Pt. )L 3m,. ., F .N .•• ......�y L L` 3{AL�.=17A s, m arWm, K - L®Sn`, � ON) u ' u-Do➢erl•�' P aR (n. CHUM- >a rN (Fs w v9 20-175 :wwc w ..� IeN /vmHl„rK/DIR IIIIRP , TML,T Ar, I. FLOOD, 17 IR.QI IF A n INSTALLATION DETAILS FOR LIFE SAFETY PANEL '.1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-e TAPCON EXISTING POURED 1/4-0 TAPCON ,I (E EXISTING POURED 1/4•0 rAPCOXISTING POURED ANCHOR. O 9• O C CONCRETE OR ANCHOR O 9' O C CONCRETE OR ANCHOR O B O C CONCRETE OR i/j.1 CONCRETE B'-I. CONCRETE BLOCK ; ;_'. CONCRETE 9LOCK REQUIRED. , ( REWIRED REOURED. ;2; 2i (2j ' 1/2- , II/i I `L._ L1/� L , 1/"- I 112• '/•' MAX. __ _ MAX MAX _ ED. I I 1 1 ED4 I ( pI! _ / I V%-� 1 \. I I L- ,I n 1 1 I 1 1 '- / EX STIR � 1 1• Mtn. I I P T e- SE ARIA MOH 0 GlAS S. I -- ,/• II 1 II I ! I}I '- II 1- Yin. a- - SEPARATION 1 , EX I T b Cx/,55. 1 I " 1 1 I Y lIN E 5 G J MASS 1 � i1 can A A � G�SS V ^ � ?3 mLn w A• CA HJ� EX15 NG EXISTING -II { S. S .an r 1 GLASS I a A O,WN ti �' � l,F S.S can W � a u O,LAa� I - (IT (IRE Rr .N4 r R !- I I GLASS N Y i I R - `. I ( II I .. I 1 III Du r r) I , I! II ,.,• UnI I, 1 I tPt 1. o.[,H 17•) H I II R � I 4 1 1 'L' Ma. j H I mi I- ' I 11 .11 ' I 1' LAX 11 IN! 1 1 I • MAX. f I, R 10 I , I I I _L' .MAX. II PANE T, I ! ANLL LFHG M P 6 MFl :ERG,H IF PANIR LENGTH ) I PAN H 6- EL LENGTH, H / (SEE ELEVATION t 1 II !"• I i (SEE ELEVATION II I( / - 1 SEE I ( 11 '. I I (SEE ELEVATION ,' Y.n. ` 1 E ON SNECT 17) II 1 i OrN SNCET 121 11 t- MIn .ET7 121 I ( ON SHEFI 12i ,I � { I ( ON SMELT 12) I( --SEPARATION ;� - I a - I ( R'SEPARATION 1 ! II I I li It N TO GLASS I E --'f 11 TO CLASS I ( - -. y V - - - I 1 I I I I...I r, 1 it ( 1 4( I ( '.�1 II 1 1 1 I ii -'. - L/2 I ( I E L/2 . f 1 1 I N 1. 1 I 1 6- l. i W _. [DO I ( E. D- 1 ( E O. E O- I I rah f-, I �4 t I 1 , l i i�m I I CO E J/,' r' -1-.J- r H ;: 1 1 EO y_NALa/r � -ION l�Ao N s. EO H I , ,,,, -?D3/a_ SO fI M s Al, �4;In I ;; T4� I , . 1/4-. TAPCON IJ4•R TAPCON 1 1/4.0 TAPCON '' 1/4-0 TAPCON ANCHOR O 9' O.0 ANCHOR O 9' OC. ANCHOR O 9' G.0 ANCHOR O 9' OC EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR DUSTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLACK REQLPRED SECTION R-1A O REGULAR PANELS CONCRUE BLOC. REQURED SECTION R-iB O LIFE SAFETY PANEL EC O REGRU PANELS CONCRETE BLOCK REWIRED O LIFE _R_ SAFETY CONCRETE BLOCK REQUIRED ANEL WALL MOUNTINGS SCALE 3/e-1• I/4•. SEE SHEM 15 • to FM ANCHORS AVOIOR T'IVE TYPE k AA9- FOR "STIMULATIONS INTO TA,Cd MOOD FRAME DRIM MINIMUM ANCHOR SPACNR AND MIN-V MAIGI-- - mL-i__5 - EDGE DISTANCE ARE NOGTED ON THIS •,q,�.,®M roc__ (A.) 3 SC,HFOLAL roe to. LC55 THMYN IHOIOaTED ON SCHEDULE REDUCE ANCHOR SPACING --- - R'k1 cLIMNY Oy LILT --- -. , er MixnPL 5PACwG SHOWN w 'ONO SCHEDULE m THE rDLO.YNG FACTORS AMYL am9oWQ owIFCIOR , I/?' o.,, FOR TNIS OPERATIONToBE POSSOLLI RUOUCED SPRING OB,ANEO USING FACTOR S,Al1 NOT BE LESS THAN - ? /?' D.et PC INDICATED FOR W- wwamUM SPAC.C,O I. o.o TYPE AR M THIS SCHEDULE. s v. - WALL tEPAr...(II ... i/ MOUNTINGS SCALE 3/6-1- I I ,� rP\' l�4;; �eGENSF • . - 44167 = FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) *:No. '� , STATE OF ,:G, a?ma R*Fm 24 DUCE GALVANIZED STEEL STORM PANEL �„F , e,. '- / F(OR : � !-�' _-"-, r 7i E� C O fN� 1'\ GLOBAL. PROTE"ON PRODUCTS, LLC. °'"T"" I'llSWYE A/DNA�,°_2 ' -N.N.......HH, villf ra6n�Net k 1-mirWNO ca.►Ar.v Lem S. 31 ,TREE" :_. - P r g.♦/Spy,TNRE/OAR r F,n r m+.,W.. ,r,•oA nl CHIT ,N.- U .,.v�_ PN m-r ~C.-mane wTDI , RN , P E Cue, NNE. R J.Llra AOHe: (..)eo-ISIS. FA: (9,♦)m,,,,, Ej �/� m 11-1M INSTALLATION DETAILS FOR LIFE SAFETY PANEL ?_] —7 INTO WOOD STRUCTURES -I - _ - _ T=----- WOOD ,NE/IDER { WOOD HEADER - REO,ARED i REQUIRED '�-`---!-'- 1/.'. IAPCON (T---I-- - T - �... 1//.'. TAPCON ' ARC ANCHOR B 9. O.C. { TOR O 9. O.0 I I `2 i T i2` . `��'I . _" 1, 1�_ I'/,. 1/2" L___ 11/4" I _? I I I U I 1 1_ 1 _. , R I 1 \� i,. _ 1 i j t R 1 `t 11 I F E%MST NCyIN I , 7A1' N 11 l . II . I, N' 1 �5 BOLTS , t p�� 1 G1A55 R • aAH> 1111NS:: II , 1 . GiA55_411 1 II I / 1 LDG1N O r�l II 4i 1 , t 'L' MA,c 11 ! K 1 R 11 =' MAX L PANEL LEkfTH1 II 1 ' PANEL LENGTH 11 - -� 11 -i 6' 1w""4 ...I USN ELEVATION ( N I (SEE ELEVATION ON SHEET t2) J ON SHEET 12) 0 ) 1 1 + 11 I 1 I 11 I 1 it 1' Mn i 1 i N. I I 1 '. 1 -} I (' : 1/ II 1• Y-n. 1 ( 1-) TD 1 :1 IF II GLASS 1 [ - IF• --SEPARATION 11 11 'C GLASS. 1 I _ I I I ! 1 1 L/7 I 0• L ---' I -- I 6- ` E0. a i 1 Sk u I& oc E0. 1 I. :''! I I. 1 ,? oc .=---^--T -1-------•--' 2'.4' WOOD 2'.4• WOOO _) _ PLATE _,i PLATE REOUIREO REQURED 1.,; PANCLMTE PLUS 1/4-e PANFIA1AlE PLUS MGHOR O II 1/Y OC i - ANCHOR ANCHOR O 12 1/2. O.0 I;r 1.- ALTERNATIVE R-3AW ALIF�BtlAllYE @_ O REGULAR PANELS O LIE SAFELY FANEL WALL MOUNTINGS A,.i!�l;r4"•5; 4yEP SCALE 3/a-,-Nj�p'' - N0.44167 - FLORIDA BUILDING CODE (Non High Velocity Nurricone Zone) NQ1E5 ? * : * • own E Ct➢ _ a , 4 GALVANIZED M PAN I GAGE GAL ANIZE STEEL STORM EL _ 1 . INSTALLATION ARE ONLY VALID FOR MAX A S.D. STATE OF ; , cc �'I'- & _$�. DESIGN PRESSURE RATINGS (poll) AND PANEL. -TOIL.' F(OR - \ or—nx "-' ECO GLOBAL PROTECTION PRODUCTS, LLC.' LENGTHS AS PER ELEVATION ON SHEET 12. ,- 6 /J EELI ENt ,, D.,E 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD S/ONAL E� Hurt ,III`. Ne k Tlroy,NM - —A., Lem , W SI ,Tan .. ,/ / ;-.�'ic.� yw. a. xw P.em. �v, oMMN,I rt 33,r. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC I NN11..oau.LELLr - -,-- 1 ) __ •- _?.1 .H9.c ,.)--7s,a, rAl: (WS.Mee-AID 20-175 DENSITY OF 0.55 OR EQUAL - oIMMr,c '-• P[ 9IUL/S,C.ATMI[AMn U 0DOen WTCX A R11 PC i,Nll OwIA Hl 1 ____- -&.J ^N W CCA_ W -Cu I- }e -1-0w i 0a./ L = .CM CT3 C)�•t -0 L.J. � � CD T=3 V `v 0 O CIO Cl) O " O O '' ^^W . V 0 O -4-A LU LL 6"F- 0 CU > U) VJ ,,^^ VJ (1) �/HM V/ L O ' ILU L CL r .C: I-_j VJ Q N NI= t�=% ED q � IAJ Z CD ♦� L o. r- Co J J 1z 4..a t0 E..: C. -.i = m � r+ C V" a - US to O I- vQ R N d O I � Q =4 ,v 3 s a C ® E'er c 9 u a w cis L _ m m m d t� y d♦-- 0 /Yl 7 0 '$L= to D 410 Q_ :w O i ^�^\Cn W CD _� > O U) 0_ (1) :3 m 0 L_ CL V (D■ L m LLI Q Z Z Q _J a SHEET NO. SH 1A n r� Ezl/le, EZt W/18 ANCHORS - (SEE SECTION Eft a WERNWYNE ETIW ON SHEET 18) ' 9 '(SEE NO-( 2) i i'.W 7N7 9 (SEE T /• O ,ETCH END -{- ('• - i- 'T7 �- -_ _� )T _--• T-+ •�.-----�-r-.r PO rS• # _AST tNEI. Cr1 Cr '.,NSL! .AF- A EACH ff S'-A _- 0.LWATc P.F i/7_'�_i0. -_-�O O� _'_10 �0� �;01. _i0�-- •O 10 io1 • 4 I i+R:'V'rr E, Y,,RLAh HANOLE f0 f AC'I :n 11;' t N 7A_.A % 11 IN-ENDE^. Of. A_'__.' F4.,M INSDE _T i I I i rrycTE _. x .ANT. EFM AtE Stl4 rNe "E AN .�, R -." P N t OM IINFL HYE L ',HiV A WArN hE NJ-. C 101 A ',1,4 -_,Uk, LA R.' L C 17 " M ' � _ I J A �, nt vF ,_ HJ( w CK. sL H .,N S-1 IN-rl 1 a 2r ] 4 IA $ W F t 1 W'r,., HC n w a -., ' E A+ F.3 1 M SS N' l Wr T O i, _R µ t;•A l 'N F A 7EN k MAY Dr FH ". w'. A :_-E r: Ar_ 4.;C Ili R R :./+l.E F tN h _ ' S "� \ t. ' it AN -.< AR ( . '_:• t M '''A/ "RA k 6AI L E. 4 7 L.EA 1 N !" i i i t F ti >L NE N L E U V �T.,• -• ",7 • -t- t-r-i. ;�ti T-- T 1 T i°. w:: n HC { A5c'7 N X_ A NL l" .J Ll It J J_LL JJ-1 I. JJ_ iI __JJL LJ1_L JJ1i �J._L1J .1L1 J I L1. 3 J ' I Pav(l .- 9L'TT,.N IPA',' Ma. ..X C-:"+ A All „RNLI LL _A:b"1N I - - - -- t '<.pT VS UNL ALf':H WE.,, - iSFT '...:-:ri E71 k A H C r_ 1, _ E: 'R. - EZ1/18. ! EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 'SYSTEM (j ) .' '•Wi_L 'ALLE.1 1 1/4 MAx. GAP ,, SECTION A -A EN'�'"� F-LORIDA BUILDING CODE (Nor. High Veloc'�t Hurricane Zone) `Q w. 24 GAGE GALVANIZED STEEL STORM PANEL G 44167 = -- - STATE OF = I L E C O t we \GLOBAL PROTECTION PRODUCTS, LLC. �Q�(C F P f.YY L-C-' TEST- t fNe NECRwiY. O4vANr`_ r •+n r 7 M ITJ \V�' ownE s.,enr. ny I,:set�..e.v. 20- 175 � `��- i-'"'Ai.-ApAw,,,-:y-i ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15. 2020 Application Number 17869.1 - R2 EX Project Number. 20.31543 Product Manufacturer All Amencan Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beech FL 33409 Product Name 8 Descnptlon- 24ga Galvanized Steel Storm Panels Large Mmslle Impact Resistant Scopeof Evaluation: Thisroduct Evaluation Repon is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Fbnda Building Commission) Rule Chapter 61 G20-3 005, F.A C for statewide acceptance Per Method 1(d) The product noted above has been tested and/or evaluated as summanzed herein to show compliance with the Florida Building 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 nr revisions Substantiating Data: ' PRODUCT EVALUATION DOCUMENTS raw EX ding M20-31543 titled '24ga Galvanized Steer Storm Panels (HVHZ 8 Non-HVHZ). sheets 1-5 prepared DN Engineering Express. signed 8 sealed by Frank Bennardo. P E is an integral pan of this Evaluation Report • TEST REPORTS Uniform static structural r st c s uctura performance has been tested m accordance with TAS 202 lest standards per test of tie report(s)*BT-ASG-17-OOt ck r T Inc bV @la wale Testing. 9 Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test tepon(s) 01BT-ASG 17-001 by Blackwaler Testing Inc •STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysts to quality the following design cntena I. Maximum Allowable Spans 2 Minimum Allowable Sperm 3 Minimum Grass Separation 4 Anchor Spaang 160 SW 12"' AVENUE SUITE 106. DEERFIELD BEACH, FLORIDA 31442 (954) 354-0660 1 (866) 396 9999 Tt AMyOENGINEERI N GEPPRESS, C OM ENGINEEAINGE-.PRESS CcM . ro N 9 ��{�/ IyL�yv'1 I TI 1 1T)11W�111 NoUNTINK�EXTr F,H M �,• � I TIJ C,t' �HCL c xn _kP I IT :' , B?• 'ER I-EttLE - T l 1, E b.D �E �. YNIAH Page'_' of 2 All American ShuHcrR and Glass - 24ga (Nal. ani7ed Steel Sloan 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 pilled test report(s). and is accounted for rn the engineering design of this product Hind Load Resistance This product has been designed to resist wind loads as Indicated in the span schedules) on the Nespectme Pr oduct Evaluation Document e engineering drawing) rig) Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document U e engineering drawing). along with all components noted therein Product components shall be of the material specified In that product's respective Product Evaluation Document (r a engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting host structures shall be designed to resml all superimposed loads and shall be of a material Listed In this product's respective anchor schedule Host structure conditions which are not accounted for in this product's respective anchor schedule shalldesignedbefor on a sr e-Specfic basis by a registere d professional engineer All components which are Permanent Nmstaped shotI1 be protected against corrosion. contamination and other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) RespeLltblk Frank Bennllydo. PE ENGINEERING EXPRESS'' 9PF.0046S41);CD11 Aulh 988� 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396 9999 TEA. OENGINEERrNGEYPRESS.COM ENGINEERtNGEAPRESS. CO. 3 AA ' 4H. ,YtU PN F T N S - DJ-.� a = oJl-- � 3C v 141> ,NL. - <.. .Lr.r�x,H C[RING n00RMOUNT %CitW+ yA " KH 9� _■a�i� z r A 0 5 TI1 uJE !1 - E, J r r fs: ^OPTIONAL TOPfB]TipM ClO=URE D_TA1L.Y .Y• ens ,�.._.M• V B16•+SIR-yiIj!.!Rg W G -._ _.BE INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL'. INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES EXISTING POURED CONCRETE OR IY TADCON ' CONCRETE BLOCH �.;. REQURED ANCHOR 6 12' O C. 1/4'P 1APCE4 ' +1 aX ' HEX HEAD TEX WOOD HEADER -, �14P1' HEX HUD TEN .. ANCHOR • 12' OC SCREW Ot �l4• FROM REQUIRED : I �-•.. SCREW � ." FROM I Z1 EDGE or I h ?J V h 9; ED , r i tin I •. I '.. r SS tlLIL'S •.� 11 9 t I 41 4 Y M FA MAAV II i ! 1 i 1' 11 1' Min. t}) rtR wFr1 n X ' 1: a-SEPARAIGH ..E[( EXISTFPJG N 10 CLASS + 3/16•A _ EXM,.MG Y SEPARATIUH i 3/i6't I GLASS -II AWM:NUM POP GLASS - " TO LVSS - HUMINU4 POP It •v Dawn P 1 p I j uAX 'Y' P PAYrI M 1/,.•_,. Y Y _ r PANEI t n 1 ; I LENGTH 55 8A3 . 1 a E. r iENGTH ; L II , ° ME, ,C AlIOrP _ IIIF' j �:I-7Q ASS I -' SEPl'in -ARATION - i fUI/PBSCRFIM N I - Solt II 'n CUSS 1 tH;!MRSCREW II I If Y - t EU ED 1/2• 1: 4•0 TAPCCM ANCHOR, 'ARGON ANCHORO IZ' OC EXISTING POURED ONCRf-fE OR - _ I i 2',4' WOOO 'LATE - CONCRETE BLOCK i REQUIRED REWIRED WALL MOUNTING SECTION EZt WALL MOUNTING ALTERNATIVE EZiW SCALE 3/8-1- SCALE 3/8-1- ,Ad MPMA Illl MpN„ ,y! '•.•. -LORIDA i111iTE& * MIN. PANEL LENG70 V\CENS Z 0.4471 =•: ¢ -zeac •:-.rt:a '.c BUILDING CODE Non Nigh VelRcily Hurricane 2, 24 CAGE GALVANIZED STEEL STORM PANEL Zone) r P SHACI BE 2.-6. i. INSTALLATION ARE ONLY VALID FOR MAX. A 5 D GESIGN * - I PRESSuRE RATING ♦/- 40.0 Dal. ANC, 6'-0' MAX PANEL LENGTH - "dam- +<-- '�.� �,r - -- (L E C Of.. \.1 GLOBAL PROTECTION PRODUCTS, LLC. P)f n/re7A >.n ? FOR NEW WOOD FRAME CONSTRUCTION: W000 f s­ FISTIN4y E.T.NPIDAHN. COMKAMr ww S1 MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC S A ,•,.., , FP. F,.cr,E. a i',e.itna. eTYI 2O-T7S DENSIII' OF 055 OR EQUAL. .Ia�1.� 4 (urr0ilN ALL AMERICAN SHUTFERS AND GLASS MAXIMUM ALLOWABLE - a`= ;. °y1 °1y:;,;w DESIGN PRESSURES 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ/ q+r AS NOTED IN DESIGN DESIGN NOTES: I SCHE0ULE5 ar WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED PERP, TG RANEE SPAN FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER r1 u ( ) SEPARATE ENGINEERINGPRESS E ACCORDANCE WITH THE � �1 GOVERPON6 CODE, PRE95URE REppU[REME 7 A AS D V0 TOP MOUNT 7,CUNN Tvp,. DETERMINED IN ACCORDANCE vATN ASCE 7 AND CHAPTER - D =�r TYPE 45 REQ'D) SECTIONS 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN iu U 1 OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN P> aQ OPTIONAL!'-10 STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN'EPOLTS4 ul pyO�F --TT r A Y m• 4 WING WITH W SHED a 0.SSEM&. AS SFIOVVN. a: WINGNU iS FASTENED i z AOVERRM OLAMPIATOEWSPAN PSTMJDSPAA LE) GENERAL NOTES: 3 � A.PPROMUATE SPAN TABLE) ii 3 , a I THIS SPECIFICATION HAS BEEN DESIGNED AND MALL BE FABRICATED IN W i O ACCORDANCE WrrH THEREQVIREMENTS OF THE FLORIDA BUILDING CODE OW FLAN VIEW SEVENTH EDITION 2030) FOP USE INSIDE AND OUTSIDE OF THE HVHZ PER 0 T � ((SrSTI F ¢ TAS TOE,202ANO ALL TES P0.0TDC0 Li. CONTRACTOR SHALLHICH MAY O ANDY. DESIGN TOALLLOCAL BUILDING CODE HEREIN MAY WHICH MAY < Qf APPLY. DESIGNCRITERIABEYONDAR ENGINEERING. HEREIN MAY AEQV]AE RC ESE" ADDITIONAL SITE -SPECIFIC SEALED ET+GIHEERRJG. _ 2 NO 23-E13% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITECTIENGINEER OF RECORD POR THE PROJECT SUPERSTRUCTURE y/1TN W MICM THIS DesiGH ISUSED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH e� / SHALL eE COORDINATED BY THE PERMITTING CO NTRACTOR. I 3 O 4. SEPARATE'STIF•SPKIFIC'SePl[➢ I.CLENEERING5HNIBE REQUIRED III d ORDER TO DEVIATE PROM LOADS5,, DEFLECTION&, O0. SPANS CONTAINED C BOTTOM MOUZ ♦ i ( ) „ HEREIN. CONTACTTHIS ENGIIIEER FOR ALrERNATE SPAII CALCULATIONS AS n (CONN TYPE AS 1 MAY aE PagU[RED RFQ�D1 N 5 ME SYSTEM DETAILED HEREIN 15 GENERIL AND DOES NOT PROVIDE Ed ry N RD.391' / INFORMATION FORA SPECIFIC SP FOR SITE CONDITIONS DIFFERENT FROM W $ O D, j]5" THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINE'RR OR REGISTERED MAY BE AT T An t �F ui M TTECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN a BOTTOM` COHIUNCTION WTFN THIS DOCUMENT nJ yjQg6 ZZ t PRE$S Rl DIVIDED BYDESI IN �A]�SAFETV FACTOR ED HEREINARE BASED ON MAXIMUM TESTED = ' 1 TYPICAL VERTICAL MOUNT ELEVATION $ y 1. ALL FA6ttN BA6 TO BE '/_'Yid OR 6RGRTQ SAE GRADE S UNLESS NOTED 1 N T 5 ELEVATION DTNEA.\VISE. FASTENERS SHALLaE CADMIVM-PIATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WrTN"SPECIFLCNTIONS FOR ALOMINUMSTRUClFURES"SECTION], 26Y THEALUMMUM ASSOCIATION, ~ INC.. a ANY APPLICABLE FEDERAL, STATE, ANDfOR LOCAL CODES. _ TOP MOUNT Ln)An a ALL STORM PANELS SMALL 6e 24GA STEEL t 0.024' - (CON TYPE P STORM PANE SHALL CONFORM TO A 11M A552 STRUCTURALOHAUTY kY SPANA E STEEL G60 GPd.VAN]2ED CvATING W1THAg411MUM WB.S NSI, Bcw W 0.: RE 'DI ( w Q TRICTi(iM) 10. ALLALV MINUH EXiRV510NS SMALL 6E 6D6}T6 ALUMINUM ALLOY. UNLESS NOTFO OTHERWISE. Q ] t. TOP B t DETAILS S MAY BE INTERCnING[D AS i1eL0 BODTUTNGT,M ORS DICTATEPANELS MAYBE MOUNTED VERTICALLY Y HORIZONTALLY q5 APPLICABLE. w N CONCRETE ANCHORS NOTED HEREIN SHALL C EMBEDDED TO !( Fit (CONK TY NON-CRACRREKISRECOMMENDATIONS. CONCRETE NIALLCONCRETEANCHORS PER AS REQ'D) 23. THE CONS CTOR15 E $ 30 ] 3. THE CONTRACTOR IS RESPONSIBLE O REVENTE EC PROTECT ALL + 1� ��gg Z2 MEMBERS FROM DISSIMILAR MATERIALS TO PREVEfR ELECT0.0LY515 drrS AVY-OBSTRUCTION 14 IN ER ALAFFIXED V A BA ENS SEHERETO VALIDATES CONTRACTOR, DE9[rerJ AS E E 7 SHOWN ONLY. USE OF THIS SPECIFICATIO Y NT CTOR ei. el. (LOCATION MAY VARV 1 N B ('O RA INCLUDI G L B SAVES HARMLESS LL TE E& PES L FOR ALL COST B DAMAGES F° C - N n INCLUDING LEGAL FEES APPELLATE FEES PESUUING FROM MATERIAL LL H7�J > TOPMOUNT FABRICATION, SYSZEM ERECTION, b CONSTRUCTION PRACTICES BEYOND TM AT �i v (CONN TYPE LYNICH IS CALLED MR BY LOCAL, STATE. A FEDERAL COOLS B FROM 8 I.1 FI DEVIATIONS OF THIS PLAN !e 45 P.EQ'D) IS TIONS AS EXP0.L55LY PROVIDED nplElN, NO ADDTITONAL L CERTIFICATIONS OF AFFIRMATTONS ARE INTENDED 11, ALTeNX IONS. a➢111011 OR OTHER MARKINGS TO THIS LOCIFONUT ARE NOT PERMITTel) AND IFNAIL GATE THIS CERTIFICATION LmBX 17. PANELS SHALLBE PERMANENTLY UABELED WITH A MINIMUM OF(1)LABEL EOTTOM MOUNT (CNN PER EVERY 30 FEET. CONTAINING THE FOLLOWING INFORMATION' O Y Y {SP4N BELOW C QF TYPE AS REQ'D) 08STRUIT[ON) WET PALM �BEACHmERS AND GLJLtS tE OPTIONAL y"-2D STITCH TAS 201. TAS 202 R TAS Z03 r'ANELS MAY BE NOTCH ED PS REQUiPED, BOLTS WITH WASHEREO \ 4#It RRAM FYNAI®{£ FLORIDA PPODUCT.APPRDVAL NUMBER PROVIDED RE U CONNECTIONS AND WINGNUTS FASTENED D 20-31543 ANCHORS ARE USED WHICH SATISFT SPANS ABOVE BELOLVOBSTRUCTION, OVERLAPS @ MID5PAN (USE aPMRopaIATESPANTABE) VISIT ECALC.10lS7543 ■ �'� VERTICAL MOUNT ELEVATION z NOTCHED PANELS) NSIT FMalFIE81MGBLPRBBe OOMrarOHE ■ !I .a,AlunarwLrlArrt NPORneRA,FAPYcIe Llull 1 N.Ts. ELEVATIOFI ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 MINIMUM 57'IRM PAN(, `tH ARAI L,N' RUN C.LAS': li, VNl W !.:Nf AArSSiN1flI 1 F„ MA IliuM P tr,N E 4 V70.P N AI: A HQW EW1 INSTAI!AT-KIN. 1 rR L-u i III PANT ' THAN I f AA r INAN AA"r -CRAUiT 16 N I6 n / 40 _ 1 At L Dn n 1 er • 4S I r, U.tIHn IL In ! Sir IIT, Vn lFen 2 351r e.` V3 , 6 1 2 _ n bS ,: ( 11 SPAN !.-)L:HtL)ULt NU I tb: L ENTER SPAN SCHEDULES WITH NEGATIVE CE P F� R P i T LOAD PANEL A .ENE 4CRd� O DEIGN D 8 5 5 DETERMINE MAXIMUM ALLOWA6iE aT R PAN EL SPAN SCliELE 1GACCEPTABLE ABLE USE WIT H �SITIVE DADS LESS THAN OR EQUAL TO NEGATIVE DESIGN (OADS. 'PA FASTENERS- A CTI) 6 Q C PANEL S TH S RE _ O_ U.ED IN CONIUfiCT1ON WITH All M0UNi1NG E`iTA JSIONS TRACK. S1,00 ED ANGLE. ETC I USE 6 75 O C PANE. FASTENER SDAC ING TABLE VALUES CDR `.fl -I'HA R f T Alt"H ND L E OE SfINCLVDI IG BL'IID OU CONDITIONS) 1 LINEAR IN TEPPOLATION BETWEEN LOADS IS, ACC EP'ARLE, OTHERWISE USE. NEXT HIGHER WAD. 1 ENTER SPAN SCHEDULEWITH POSTT VE DESIGN LD A TO DETERM1 E MINIMUM 4LWtVABLE SEPARATION FROM THE OPENING TO BE PROTECTED 1 SCHEDULE REWIRED 7R FOR USE WITH POSTTVE IUAS ON Y 1!ITERFDLATtOi BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD FORINSTALLATIONST F TH H1 H 4N T F ESSENTIAL - O WI ZONES SIDE C E V Z D OU SIDE O FACILITIES 7N ASTR WIND I THROUGH i THE GLASS FROM5EPARATIONTHE $LHEDULE IS r10i REQUIRED AMC)ANU NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT $ N: <8 5; t g gal`f S - rot J D - i 'H• H• E n r EA O o- D :J• :4' 25' tr 2r a . F 2 2,5a HY HiP.6Pr 2r5 L'U' HRaOer o O' D 29'ts' 24 2Y 2r o' - 2d' 2Y54 Stw 23 21Y 23' 11" 30' 31 1V ]O Z3 3V 11' 3J" o Iy,IWP I P T,BRA - 24 a 2a' - 3O 46' 7 )B' a' 24 OF 00' S3` � F T. aLA 3 t 5 25` Jt 50" ST 30' Sot `S Sot' 21' 55' u Slw rid hF,wA 22 7 2T _ u ?3 3S tl' 29 2 T 29' - 11" ll' h CMe 1 Ak I 4 r •r - ,c 48' Sri' 2A as a tie' 30" 5S f O v s zit z z xr D� zr---.;.T- a6" in 'F' v_ 74 Za 46 S(1 23FW 49' 4 48" 53" iStN SW4 yN MRw4 r Zr r Ii, f �/' 31 1 7LT 3 7V II 1' 33' C T L )S 6 26 lr 57' A5 31 5r 6 SY u, S3' ON ^r h vl 3 � w g Q- a r, S^9ed rvW �S WTW O � W L) A �k I N ♦. Rc , .. i N, , , ♦ 1 , ,.tt. r., a -A ,.. ,� , OPTIONAL INTERIOR FASTENING DETAIL N.T.S. J g W< R oLLC O 2 z Mgn �zi rb S I ^ N q ' l F rQj IT, 6 ZQ U N D < C ApW;Ni PAII♦1 W O a _j Y. Fw q E } } 4, E� fi LL � r l rot �g�p , ilke5 - t r L yy �L r! 4 9 LaPRY4M'HYJPB0.wDR 20.31543 ,r KrN M OPTIONAL EGRESS PANEL DETAIL 5 Vw' INTERIOR FASTENING a rRANX OCN(MRDO. PCS PPro DSJP �B 2 990' 7 250" -2.250°�094" 7 2�, D .75 If 0 094" n 0.750" po 1�0p11 z - a W L:,h ,�.c.. 625.' L _94" -7.1zV� "TVP, TYP -Tom% 062' I p 7� R07 I -•I t 930" °- 1.93f1" O.D62" 0.062037VI ` .D62" T-c g . te.Lzs" m E6 0 062" 2.r700" -I .DSO" _ 1.O X" -I 7.020" .250' - 2011W I- I2.0mr. YP wi1 �..121" I18O" /1'H•f£I9EN .1 gylaD-OUT 'If'rJEAefR 1�.� ©J-PAN CLOSURE ASTM ANfli Q�d-� II II l.�- 3 Yti 33 1,SL 1.560"I� ^A 1,5b0` 530 3.3806MA-N1 71q?5"5' 0.376" 00435 03t�-11- G. Ol T..z R �� z J j_� O.L79`-j-r7I�JI655' 0.19p' D.6�5" 0.190'^i lf- 645 8R6' 0.350" 1Do'" 8� m5G it I2.500" PANEL COVER4GE Ep'�" • " Lifpr� L_-PPF�z 0.250" u " 14.D75' PANEL LEN Ir'v n� LLG (-0. 545„ Ds24is0'. (O.Ow' a 9 �2A GA PANEL •R VV - {LD -i _ DIRECTW rl - T��0.090" r��D.wo, 2,,,,,,„I_G. ac�v wYwvn D d•115 0065` 02i 0" R0135"- .305 N TIP TYP V aJY.6-OUT Y IRAdr r, CK e - iR l•/-_-�..'.-'- O KEYHOLE y(A.. L9 33 3 V t a 0.[I65 MM �Y rU145"' 0 /'- ae BE, 8 LL ry WCµ. H'i w+re -r � •-Y'-�:Lir � TYP. IiL�I � p �r' ANDLE - 7RAD( LUTENl]EDI 5 S e y 'Vii�•: DISI-J:L 3'LaiF OVERLAP L� 25" MAX. % 4"MAX. �LDRIIER CLOSURE DETAIL [[ V D.1fdB' - ;:ornere .251, MAY < 4Ax, W _ BUILD -OUT A Y T-rP,1• r - ,i DrSr NCE D P 1 _ JQJ rr'L`n J 45%1 EMBED , 7.Doo.ERLAP w 3.820tiMAxk25" MR T P"'• " MIN 1.500" _ Ir yA b .h1 14- MAX, , MIN 3 u 000 • sg Iyi� o1 eoIWERa EMBED _. T.,e> d a'� D TRAP Marn <LowRE DErA4 „ -n. -T . IL� NT6 _ IL ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS . PANEL fASTENE RE Y 12 5' O C ®! 110 EWE ® ®t' '�' MO®®' tM®�03MMSEW MM ONO l / Ems mmmmm ®®® 2 J PrSGP nftTEMr i ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRE55V RES INDICATED IN SPAN SCHEDULE SHALL APPLY 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CGlxv4E MOUNTING DETAILS L50N SHEET 1 FOR IDENTIFICATION OF CONNECTION TYPE 3 -PANEL FASTENERS" APES STUDS USED IN OWUNCTION UNCTION WITH ALL MOUNTING EXTRUSIONS I"_ STUDDED ANGLE, ETC I USE 6.25' OC PANEL FASTENER SPACING TABLE VALUES FOR ALL -W - AN --H (INCLUDE ILDO T CONDITIONS A G U FADERS TALU G BU U 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE VYRH MANUFACTURERS* RECOMMENDATIONS 5. MOLLOW BLOOI HOST STRUCTURE SMALL CONFORM TO ASTM CW BLOCK, 6 MIMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 ME MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO] FOAM BRICK, AND OTHER WALL N H R WALL FINISHES T t 4" MAXOR ALL E VERIFIED BY OTHERS TO F! IS E_ LL 1NI5 ES SHALL BE LIMITED D 7 SHALL B ADEQUATELY TRANSFER LOADS TO HOST $SMALLURE a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED 70 UN-CRACNEG CONCRETE ONLY 9, WHERE EXISTING STRICTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD 7 NOT PLYWOOD. FASTENING VERIFY THAT FASTENERS ARE IN OA ATE WOOD FRAMING MEMBERS, O PL OOD fAS ENIN DEQU T Y O PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE. 10 WHERE ANCHORS FASTEN TO NARRUW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN TA 5 AC {T E F 00 CENTER OF NOMINAL s 2' !( 4' 'MIN.! WOOD STUD /" EDGES DISTANCE T CE ABL OR WOOD I 1, SH U. A WOOD SS PANH ISAD OR W iHE0.N PINE" G-o.55 00. GREATER DENSITY. LAG SCREW 41ALL HAVE PMLLiPS PAN HEAD HEX HEAD. Or 1l REMOVABLE A E1OR-� ARE. 0.Li PANELMATE ALL -POINTS SIXID-SET a BRAS BUSFIING NC DEW r M 0. INTO TH 12. MACHINE S=REVS SHALL HAIR 1 "MINIMUM ENGAGEMENT OF THREADS f O E BASE R ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HERO, S WAFER HEAG (£IDEWALk BOLT) U MO I3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 5TIJCLYY OR OTHER WALL FINISHES. 14. t® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 DIRECI MOUNTING CONDITIONS. L6 LINEAR INTERPOLATION 15 NOT PER MTTTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET r� M N N s C/) _ U N Q- 0 O C .� 0 v - (1)U) C"' cu -'^ VJ C O O O CIOa) LL • O 0 F � ..0 � 0- Q Z Z W J N C O d •� N '0 1'J L' Y C a Er a tS C'•7 E,S ILJI C, cc 71 Z ✓ C W- = Ta o N in C 3 ttti a CV 67 d � � 3 A N ry 7 c.] m d . C c E. A 4 Cn-I../ L N a) CIO U C10 O L_ 0- 0 a) ■ L. U) CIO L. W W c G Z Z Z Q J SHEET NO. SH 1.5. 1 i d Il i )u l� ilTiu-i�i T� I I � LI