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Ripple Pond Lp - Abbot Square Villas
I L! I I I ' I I f I' I I 11 I' I AI' 1 I — ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 01/21/11 1.0 NEW CONFIGURATION 08/22/11 1.1 REV 1501 KITCHEN 09/14/11 2.1 VALUE ENGINEERING REVIEW 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE 12/19/20 5.1 FBC 2020 CODE UPDATE 02/18/22 5.2 NEW PLAN NUMBERS PER C.M - ■■■ ■■■ ■■■ ■■■. MEN WINES ■■� ■■■ ■■f! ■■■ OEM i. `■■■ �■■� I■q■■■ ®� inns■ ■■■ ■■■ ■■■ @ON ■■■ �■■ ■■■ N■ ZEN ■ .i Now ■ ■ 6 — UNIT TOWNHOMES INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 BUILDING PLAN (Right) tLJ.J 6 EXTERIOR ELEVATIONS > 7 UNIT 1397 ELECTRICAL PLAN 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN p� W 10 ROOF FRAMING PLAN 10.1 ROOF PLAN L1 LINTEL PLAN & DETAILS FP-1 FIRE PROTECTION DETAIL SN STRUCTURAL NOTES SN1 DETAILS S3 MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. v> >G �4 r' C`4 T\ _ r , �J z u 1 R - W -r ,N 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E r` p Ji N O 2s ik LL. w t7J 5 w coo c r S W W @o o : 'C" N u7 0 cc w 05 cj _ ?.LL N Z G J 0 OU 0 Z U) 0 El z N M 0 z � z o U) a N Ln m z t� C7 0 a-1 � 9 V O w s Ln c �N � U sF - s1/... ! _ U o' )� 181 o Mm w Z M o lL U E O Q- Z� wZ � aN z ❑a O _ E �� �Q dp U° o 0 Z N t p <0 tt w rp NC - C 0OZ "m m� O Z� Z � �- <W f, V! oa Z Z 0 g w a= W g r J w �I0 �o Illllllllllll■ o O wa a ti Z 3 �N 0 > LC) co rn o > 0 lid M T 00 o o� (a o M T 0 0 60 U)o m 0 Q N Q(0 CM N o� 04 CO d) W � T T � L J r O 00 N Z Z E E 2 c FLU -1 Q p � JOB NO: 22-03332-03327 SCALE : r - AS NOTED SHEET NO. 1 I I I LI 1 i_Il 1 - - II PI 1111 1' 1 I'if'- I 1 1 1 1 1 - - 1 q TEMP BIR SHOWER ENCLOSU ON CURB WIRE SHELF 0 0 0 ® o 0 0 0 WASHER DRYER (OPTIONAL) (OPT ONAL) Z( L LAUNDRY �2" 2 9" 2�2 9.. 22 KITCHEN - z( K2 INTERIOR UNITS 8 REINFORCE WALL @ 36' AF.F. FOR POSSIBLE GRAB BAR PER FLEX ROOM SHOWER ADAREO.� REINFORCE WALL @ 17' TO 19" AFF. FOR POSSIBLE WALLH BENCUNG BENC SEA H SEAT PER ADA REQ. \- 24 BACKING y MB2 ADA REQUIREMENTS - BATH 14'-0" 12'-8" 41 3'-8" 10'-4" 2 25 SH ---------------------- EGRESS LANAI 9'-4" CLG. AFF 1 CONCRETE 3 oo�000 o DW 0 I 3' 32 2'_0„ 32: I OWNER'S SUITE 1'-6" 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY 12'-114' 2861 T-O" 5'-111 2868 2868 io O. BATH 9'-4" FLAT CLG. TILE 00 Iri v7 WIC '-4" FLAT CLG I U) CARPET 19 I N I I M � I 64" HT-34" 2,-8" I ' 60"x36" SHW AN 1 Poo I M TIL O L--- - C T A.F.F. R&S Y FLEX ROOM 9'-4" FLAT CLG. CARPET II II II II II II II I V II II 4,1 YP00 G 12" S3 5'-04' M j6' 5-SH N - -H5- I 2868 2868 rr� po 1 (3) 2x4 #2 SPF w/ LT OB BATH 2 w/ 3/4" ANCHOR BOL r & 9'-4" FLAT CLG. (10) 16d NAILS _ TILE ° R&S in �' i------- N -1 28682868 2668 BF I 5 -6„ 4'41' 5,_03„ 2868 _ NOTE: FIN. WALLS TO BE FLUSH FIEL VERIFY BEDROOM 2 9'-4" FLAT CLG. CARPET I EGRESS INTERIOR HOMES SHOWER OPTION BATH 2 60 1 (2) 25 SH I 10'-10" 8080 S.G.D. ■ I 3 P-1 LIVING ROOM 9'-4" FLAT CLG. CARPET I NI I 13'-04' j DINING i 9'-4" FLAT CLG. CARPET I -7" 0 I I ° K2 0 0 I p D/W I KITCHET0 1 9'-4" FLAT CLG. I w/ STUDS G TILE I @ 12" O.C. 53 REF 3' 4" 5'-0" 2' Q I 0'2068 BF S4 CS3 N �21068 c=n 5-SH H4 F LO IF _ --- - HU 2868 I �I LAU N . I HANSON BOX 9'-4" FLAT CLG. LO I @ 36" A.F.F. TILE 1 ErDRYER DBL. �I VENT THRU ROOF 2668 BF 2868 SC BUILDER TO LEDGE OF SLAB 2" PROVIDE BEYOND WALL I----7 W•H• APPLIANCE 10'-8"h /I 0 PROTECTION WHEN REQUIRE IM�U PER FBC FOYER 9'-4" FLAT CLG. TILE ■ T 3068 ■ a 1 ENTRY 10 T 9'-4" CLG. A.F.F. CONCRETE 1-CAR GARA E ■ ■ 9'-4" FLAT CLG. AFF CONCRETE -_ -------- - - - - I I I I I I I I K I S4 I I I ■ 8070 GARAGE DOOR ■ 11'4' 4'-0" 1'-10" 8'-0" 15'-4" 1 V-4" 26'-8" 0 Co n kt 00 O � F UNIT HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20X388 184X37J S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 3 X 621 S.H. 16 20X72 18JX71 S.H. 1112 271/4X26 26X25 S.H. 11-13 271/4X388 26x37 S.H. 1 H4 27 J X 50 8 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 a 36 3 X 37 3/4 S.H. 24 37 a X 50 8 36 J X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 2 S.H. 33 54X388 52X37 S.H. 34 54 X 50 8 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 1397 - FLOOR PLAN_ SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND �1 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 11'-0" TOP OF MASONRY WALL 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 LIVING AREA 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C14 S ILI> - 0 v 0)~Q L Q tti A O O � C U >> CU S oLU -T • ' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residents I 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 8 >- o N o rn o n `: O «7 00 N_ CO co N n V Q C: LL s: w m u. w a �£ 13Z - U 0 Y (- cc rn F cc F '@ N tD W0 W 0 0 fn-0,,' � m w IL co Z N Q O O U � N Z Zoo g z z � � � N Q a :%i Z v 0 � o LL 1 T, (� (n w V Oo c g w. U C w M '. - - 8 I I s U o N 0 I� o M Cl) H p Z IJL E Z! g� g > n ¢� a o N U -0 = Z® oa H- C C, X U "0 U o C:) 00 CV aF2 Q Z o <o �a W Z ¢ 03 U)C C YOB w� m� ° ZF Z m aw z z ° �� a W c� w1w i o x C3 �w w4 >O VCAD za a 00� �N ,o > 1.() CU m O C:)/ \ 0 M r O M CID o Q b �/ U W 60 U) m O T Q +J N M � Q 0 N rn 1 Cfl � r � LO r E °� z 00N z E E U) 4? M rz _ g d U J a Q c J JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 2 4" T-3" T-3" 6-10" i\ � \ i i L� 3,_3,' 3 �� WIRE SHELF 0 0 0 ® = WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY EXTERIOR HOMES SHOWER OPTION BATH 2 Li T-9" 2'-6" KITCHEN - K EXTERIOR UNITS REINFORCE WALL @ 36" A.F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER ADA REQ. -� REINFORCE WALL @ 1T T019" AF.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REQ. M BACKING y MB2 ADA REQUIREMENTS - BATH C 2 b o r H v� -o 2T-O" W ■ ■ ■ ----------- EGRESS ■ © I I I i L NAI o ■ 9'-4" CLG. AFF I 00 60 CO CRETE i I OWNER'S 2'-0" SUITE 8080 .G•° I 9'-4" FLAT CLG. Q CARPET O I ■ iv NOTE: FIN. WALLS TO BE FLUSH FIELD t 3 VERIFY © U) FP-1 rn N 12'-114" 2868 ■ T-O" 5'-114' I A 2868 - 2868 L I i N G S3 °° iv } 0 ROOM I � 9'-4" LAT CLG. � io ICIARPET z I O. BATH i I o (D 9'-4" FLAT I W o CLG. I TILE � I o I i WIC I N T-0" '4" FLAT CLG CARPET - M I c7 A a to I 1' -8" I 3'-6" a�, 5-4-2._5 I N _ ' I to _ 60"x36" I d HW . AN I _ M TIL iv I T A.F.F. R&S 3" 3'-6° I 5-SH 30, FOYER © TN Of -- ----- 9-4 ip.F F. Cl) REF 2068 BF TILE CRET _ sr, i K 1 5 mossy 9'-5" M M uWJ 0 ALKITCHEN II 9'-4" FLAT CLG. STUDS I 42" HIGH TILE 12" O.0 D I KNEEWALL DINING N S3 SINKW/ �, I DISPOSAL I 9'-4' FLAT CLG. l r - - - S3 i "' CARPET A O = �I D/W - - -0" 9'-114' N L - - -J I I I I I 1 1 1 1 1 1 r l l 1 b6l L l l l r l l l r I l l l l G r 5-SH H4 iv Q S3 83 ■ o o ILE/SH ER 0 668 B , _ f 00 2 -8e R' n d I! F. BATH 2 �\ 9'-4" FLAT CLG. (3068 TILE BUILDER TO PROVIDE APPLIANCE PROTECTION1'9 O WHEN REQUIRED PER FBC -, (3) 2x4 #2 SPF w/ S20B w/ 3/4" ANCHOR B DLT & (10) 16d NAILS ■ 0u) FLEX ROOM = U) 9'-4" FLAT CLG. cr GO CARPET w N ■ 7-04„ 4,-0„ 2868 >4' 4„ 34" T-341 I zo ATTIC I iv 10 L-A'CC�E6SU-------- --- ■ A 1-CAR GARAGE 9'-4" FLAT CLG. AFF CONCRETE EDGE OF SLAB 2" BEYOND WALL r- - - - - - - - - - - -- I I I K I~ I I I I I I L42"z7m GARAGE OR ■ v HANSON BOX = S3 o I @ 36" A.F.F. r � IILL iv DBL. I c' 2668 Cc CO BF I cn R&S LU Ca I � I I I 2668 1 BF i8 DRYER VENT THRU ROOF - G.T. - - ■ BEDROOM 2 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY (2) 25 SH O EGRESS 8'-0" L 8'-0" 1 'v N 0 U) N 11 oO UNIT HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 # S.H. 13 20 X 381 18 4 X 37 1 S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X71 J S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 1 X 50 J 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 1 X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 381 52 � 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 72 524 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 1500 - FLOOR PLAN SCALE:'/4'=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +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 OG SEE SN SHEET OH 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 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY WALL 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. O D N N '] X J- cl cv t� Cr3 Q v t' t O O L- 7; 0 U IV Y? •.rtii 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. Q v EE IF')8 V0 G O N 5�00 v) a ai �� LL w co LL LL a Lu13 - � o _M W p �2NO'm w Z IL -Ln M Z Q J Z N O UOU 's' W ❑ ❑ 0 (D�� Z N M a z Q J - U) N z � � o 4N 'Pt+ U 0 �N C o r N06 c Q �0 4m o c w Cl) o3 Z z LL- aE 0 =o os >� ao Z® ECID Z o o N �4 W z 0� � w z U �m Z zcn v Qw zz zp Q N O ¢ V Wa oz Jz 3 o wa 'O a VC.0 za o3 0 ACV >U) co ui vi O O 0 LO M T L r 00 O � � O ¢i M � r Cr OO 00 60 U ° in Q O N CD F- CNI :F-� »� -Q (y) o N co O [� 1O Cfl _�+ � T � u , r o m :3M00 z EICU E ai d U -J Q 0 1 -J JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 3 NIT 1500 NIT 1397 COMP II I II COMP NIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. iTOTAL SQ. FT. 10854 S.F. C-1. Cj- C-1 cl-) LD -7 Uj 6 7- C O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W cl E C) M 8 FQ 1'� C 0) 0 5 �; ? � 'o C7) P- r- -0 .9 -J co T LLJ Cc LL LL, co C''S, C 01 U) M,-t 0 C14 0 WW 3, ": M Lu z - LL ( Z < L0 Cl) - 04 < x 0 d z L) U) W El 11 Ln CD Z5 LLJ n 0 vi Cn E J co 1z co o z LL- E E n oa cu F— CL O E O M —Q) 0U 0. 0 < 0z � Z -Z CN t U) C: < 0 '0 0Z U) < 2 Z SL U 02 LLa 0 a Nz < 0 oa 0 C) -R 0. .2 C%4 LO C/) co o > LO CY) r 00 C rn CO C) < :3 Cr 06 00 50 U) C < *:, 0 CN (D CN CN C) < 00 04 0) Cfl LID 100 0 E M 00 i6 ;E z E (L E 1 0 0 - Cc < 0 a) JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 4 — — t I! I I 1 I! — P I I — — I_ I I 1 1111 F _ I I -- — 1 1 1 In 11111 I I SYMMETRICAL 26'-8" 26'-8" 27'-0" LCOMPOMP COMP I ■ — — — — — — — — — — — — — — — — . . . . . . — — — — — — — — — — — — — — — — ■ ■ (V ■ ■ ■ — — — — — ■■ — — — — — — — — — — — I LANAI LANAI I I I LANAI OWNER'S OWNER'S ■ ■ SUITE SUITE ■ OWNER'S SUITE 1 I ■ LIVING LIVING ROOM I ROOM I I LIVING I I I 0. BATH WIC i0 I 0 0. BATH I i WIC I I 0 i I I ROOM ■ I I I O. BATH I I I 0 DINING i i i DINING i i i WIC I I FOI --------- II I I II I I ,--------- FOYER I 1, Tr1C 1 I II II , I °° FLEX FLEX I I �°ROOM ROOM V�) Q1 i i i i 1 pCHEN KITCHE - - ITC!- EN 1 r i i II i i II i DINING ' I iaaaiaaairraaraaaaaaaiiaaraaaaiara o ■ AH I H BATH 2 a'aa ■ T LAUN. LAUN. I BATH 2 I BATH 2 I ■ ----- o ® o ----- W.H. Ej FLEX ROOM II j �00 I W.H. O II II I\ /I I1 /I 0 L v —' FOYER I FOYER LI-J BEDROOM 2 BEDROOM 2 1—CAR GARAGE ■ ,� ■ - ■ 1—CAR GARAGE I 1—CAR GARAGE i _ j ENTRY -ENTRY I I I I j r------------- I I ----------- I I -----------� I I I I I I I I I I I I I I ■ BEDROOM 2 I 1 I I I I I I I ■ ■ I I I I I I I I I I I I I I I I I I I I I I inj ■ . ■ 26'-8" 26'-8" 27'-011 80'-4" SYMMETRICAL UNIT 139 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. 7-7 O N S X N r f Q v � v - s a = 1) 0 0 0LU F C . To the best of the Engineer's knowledge, information and belief, the strucurat plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E 8 _ V O N o y 00 N 7❑�� yy0 •I r r J a N O 2 ik l C cc a ccLLU_ d Z uJ IS ° N W r O O 7 r0N_O ��.. m uj ZLr) LL NZ N Z OU a W El CD L N M O z m� z � � Q a J — In z a a)(10 4--J cn a w m u o �0 w W _ J F _ - U p H C N Q 0CID N S I� o J w ii M C`i J z p z Q L.t_ Q E o E14 z ❑ oz r N a =R ° �° ❑ zU _ CL c O C F Q z O� w z L Q O U m O z z � U) J y m H z Q W Ez rN� N N ;s � a� o� LL z ao �w W U ao $LL o W F �I� �o o CD a� V za3 � C N 0 >� cc ci rn O O \ cc Ln CM L_ t— 00 O MCID T NNai11 W 00 fn V / m O r _ 4_j 0 N N 04 o �i �M/� 04 0) Gfl W I r L17 L0 r N rE0 00 O C* N O Z Z E E cc d U JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 5 - - - - - -- -- -- -- I 1 - __. L' f — l 1 11 - _L _I_-t- _� I I _lifI I I r 111..1Jr. I I - PLATE - - - - - _ PLATE EXTERIOR CJA PLASTER ON HDR HGT. _ - - - _FRAME - - - - - 6" SCORED BAND FIN. FUR. _ - - •^• / 8'SCORED --ter 12 _....�._a.=�— --s_ SHINGLE ROOF INSTALLED /,PER MANUFACTURER'S SPECIFICATIONS — -�--s _ a - - T. , --" ��— , f,r FLASHING-,," FLASHING - `- _>e:.-___ -�,- - T —12 - -- _ .... Q •, .. � s � 1. _ FLASHING FLASHING --.._ --+- � ,.-:-. ,. _ Ego= MINN I1 TEXTURED 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) E .I `TEXTURED CEMENTITIOUS FINISH ON C.M U (TYP.) 1 101101 ; Ali Ali — I�I 1 MIM® IMINIM101 ®®m® UNION I ®MIMIN®� MI - �t I 3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 SHINGLE ROOF INSTALLED PER MANUFACTURER'S IMINIMIN mm 0� IImII I 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP.) FRONT ELEVATION SCALE: 1/8" = V-0" 12 T PLATE__,�- -.z. -�._- ..tom-� ,z„--_ - _. _-��._'_ _ _ may.-- y?�r .-. _ -- ••--•--� - '� -_ -_ .. __ - _�-_. .. .o� _ -� _- -_ -_-�-� DOOR - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - ------ --- - MDR HGT. Y 6"SCORED AND —� / BAND m � (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH FIN. - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - _ - - - - - - - - - - - - - 8080 S.G.D. 8060 S.G.D. 8080 S.G.D. 8080 S.G.D. 8080 S.G D. TEXTURED TEXTURED TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS CEMENTIT10US CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON G.M.U. (TYP.) (TYP.) (TYP.) (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S 12 6� HEIGHT - - - - PLATE HUG —HT HDR. --- _ -_ 8" SCc BAND REAR ELEVATION FINISH ON C.M.U. (TYP 1 SCALE: 1/8" = V-0" SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS RIGHT ELEVATION SCALE: 1/8" = V-0" EP EXTERIOR PLASTER ON ---- FRAME General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. N • PLUMB CUT FASCIA ROOF "> • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE o CONTRACTORS RESPONSIBILITY TO VERIFY N ROOF SLOPE REQUIREMENTS WITH TRUSS ' • •+`` MANUFACTURER. T-4" V_8" **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR SCORED TEXTURED ELEMENT LOCATION PURPOSES. SCALE: 1/4"=V-0" Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in T-8" conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM z•4 t �• f r �� •� d••f .d -Q d• a .d , O SCORED TEXTURED ELEMENT FOR FRONT ENTRY DOORS SCALE: 1/2"=1'-0" C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that Y P Y each layer provides a separate continuous plane and any flashing installed in accordance with Section R703.4 intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One la er of No. 15 as halt felt free from holes and br ak Y P , e s complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over r sheathing f a ed o e studs o sheat o PP 9 all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cad r O �c N IN,: J- 12 ll y, i J ` L 1 N ciS y O O _ 6 -- Lij w , ''!, l l i tl't�'•�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W O co 8 Lb�F d N N 0, QO •I Q = 0O N # Lp 2 u �t-� )-.• N � 25 ih LL ti Q C LL J Z W ,^ 9 LL LL S W D_ 'D D Y Z = Z �C - r t n, 2' o W M Lu W 5 � CP m J Z N o a rn z f N J - Q fr O �LL 3 O U a cD Z U h W EIEI M n M zM e- N Cl) — O co co zco z J — r — to z .� LL 4 Cn LLJ �_ U g �O ./ 1 Ly N C w � H- - E 8 I = t Q N 0 • o chi Z M o� Q � E zo Wo >� Zo <� _® a N I� 6 f 00 �U — O E XU a� O OQ X, Z CN a? ` az o < o a� w p C z y wm 10O ZK Z C n J < b ¢w Z � � o� o g a W �o r- � z �a Milli 00 �o a �h zla � ?+ a `CV .N > LO Cn ci rn O O \ 0 M O 00 M co Q r `_ U OMO ON 00 T '^ V/ .2 m O Q _ }� N � Q [00 N _v CD y T �-�/t� LO r m W/�/� 00 rn Z Z E y E m c 1 U _J JOB NO : 22-03332-03327 SCALE : AS NOTED SHEET NO. 6 - - - - t - 1 1 _. I I I I_I 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 PqF 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 F-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION U ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MOr2o50=00=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. 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. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. DISC. WP GFI VERIFY METER LOCATION WITH BUILDER 2^ � 'll TR "Il 3u I HAN N I I G 4" 4" 3"' PLUMBING RISER - SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1397 - ELECTRICAL PLAN SCALE: 1/4"=V-0" O 7 C ! (`J C_j x r J cti I— LL CJ 0 -' �._. �?w CV N 0 N N u� 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. to _. W d E 8 0 p I» Q 04 R zz LL N 5 LLJ C J 52 W J W LL aan Z a 5 too _ w O > (p (N o� o °; W Z ILW m w co 04 M Z Q J ZOU < 0 W 130 z � M o Q z o Q c� o (3) LL —� O cn w S Of U 6 w m at c to 0 to,Q N O 44 O co z z w Z M Q s U_ C OV E zo W z Zo a z® 0 a O 5- OU n 0 � �U 0 ¢ Z 04 ra a Z. Q a r w L � � C p �q Nm m i 0 >i Z — Zz 3 Q 3 FmW. oa g0 a �Z W w o C � zla 3 ON 0 N >LO co \ ai rn O 0 LO C'M r CD O Co M T CT �bQ� O 60 T U) m o Q }# O N N Q Nrn [M� 00 ) cfl 0 IU-) w T Y^ T E m 00 z z C m E E a U 0 Q p JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 7 _ 'I _ 11 I_ I 9!1_1- i - - - I— __�— ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER 4 to lights & outlets 2 to appliances and GFI D to WH to Range to HVAC Conduit UNDERGROUND sconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FEF WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET rTIZZY 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �E PUSH BUTTON SWITCH (OPTIONAL) I -[]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl PANEL —iJ DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. VERIFY P/ LOCATOOP BUILDER COMP. WP + GFI1.L DISC. TI 'II TR I > H 3 4 AV I 41t I 1311 I To M AiN PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1500 - ELECTRICAL PLAN SCALE: 1/4"=1'-0" eL m t` ui CV CV O CV CV 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. y W v EE M 8 y G O .2 c ag N ._ co tll VJ in Vi�I�� J N O ik L Q ai co '�r J C J W (� -j a w Z — a m c 7 IN0 O Wr°n�4 Z do LU J co N Z Q Z N v 0 WCD U) ❑ ❑ 0 0 Z C N z � � Q a J N d � (V z 0 o Qj +� f6 W o 0 w s N c y �N � E e! U n d N • �0 s o0 o W Mw M a o Z a E L Q E O �° wz <� _® oa Z O Na0 z p a U0 00. a -Z �w �N C� C a o o� % 0Z Z Z� Qw rn 3 < b Z Z 0 �� d oa �w WwM U 3 <M of 3 o z w` moo' CEO v I a °3 a CV > Ln Cn ui m O cc 0 ILtn / CM 1` T O 00 O Mco T NaMil W 00 60 r U) m o Q = a--+ 0 N � � N Q 00N M 00 L0 co � T-1 L O T E E E 00 vi z Z E E a E U .° Q 0 C JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 8 -] _ L I _ I_ I I I I 1 1 1 1111I1L' -I I --1 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN . w Z C CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" 45 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=1'-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) (GRADE 60 STEEL) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) (GRADE 40 STEEL) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOTAWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5x5x3/8" A36 STEEL BASE PLATE 1 I o M O 5" 01, SECTION A -A 0 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" c r 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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL SYMMETRICAL POISONING V V -Y 26'-8" 27-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" 3'-8" 7,-Orr 3,_0rr 3,_8„ 7r_0„ 3r4r 3,4r 7'-0" 3'-8" N L A :AC PAD AC PAD A L N L TYP AT AC PAD S3 S3 S3 S3 S3 S3 S3 LANAI -1- t CV t ■ ■ ■ // T \\ ■ ■ — 7� z 7 6' x 1'-0° / (_ \ 5'-0 x 2-6*x T-0" 2-6"x 2Sx V-0" ■I1wl (3) #5 E.W. / \\ 1 wl(3)#5E.W. wl (3) #5 E.W. I /W- II o T et' I I I (2) #5 VERTICALS C) WIIN FILLED CELL ■5T ■ (2) #5 VERTICALS II II (2) 5 VERTICALS \\\ 00 ■I MIN FILLED CELL I / 00 MIN FILLED CELL I NC CHASE '0(2)#5VERTICALS \\ 002 WINFILLEDCELL 1-"PVC 1" 8'-0" M II I \\T 3'-0" 8'-0" I i i 1 — — — /-310 II C.J._ ■ ■ // I I \\ ■ ■ ■ I I r ROVIDE, RECESS FOR J t- / \ L -1 F OP I I 00 PROV DE 1 y"RECESS FOR —j I I ■TSGD. SGO. REFER TO MASONS M � i SGD. REFER TO MASONS M MDE 1 Y" RECESS FOR I 1 c SLOPE FOR WIDTH 33 I I // I I I SLOPE FOR WIDTH \\ S3 REFER TO MASON'SpPE FOR WIDTH I 2-0'x2'-5x1'-0" 3 I 3 3 co I wl (3) #5 E W. IN 1 I A S3 I I I PVC WC CHASE I 0 PVC A/C CHASE \\op I I&D / o? I TYP I I o o \\\ I C� ■ i iA o� j I // M I Cl) FILLED CELLS @ PARTY WALL TO BE6-8"O.C.MAX AND @ 0'-O" ELEV. I I `) I o M I j— \\ EACH BEARING WALL FIN CONC. S B I I �/ o Till ■ I I I I I 0'-0'. ELEV. // /I I I FILLED CELLS @PARTY WALL FIN CONC. SLAB // ) I I I I (\ TO BE 6'-F O.C. MAX AND @ \\ 0'-0" ELEV. \\ FIN CONC. SLAB ih EACH BEARING WALL // \\ o0 1aD o? LOCATION"I ( �O ) II ( I // FT- M _ _ _ �� 00 ih I U I I I U ------- ----- U \�\ ■ ■ C.J. I I I Ni YSLOPE= 718" — — PE R 1_-0' OR LESS — +- —_ _ _ // G.C. CDR _ — — C T/ SLAB a0 G.C. CORD. \\ T/ SLAB I T i i r — \ // I 1TMAX v I II I oo 12'-9rr io I 4'-9„ I o \ \ I 00 /\ I // /// ( I in I I 1-4 U \ // I I \\ F- I I I — \\ G.C. CORD. // � 4 PROVIDE112" x 9 112" i I I T/ SLAB 7 T- 1 RECESS FOR FRT. DOOR I I _ I �) I // \\ 1( 4 I ELEV. APPROX. 1-1/2" BELOW F.F. I I � ` r — � // _ I Y II I) I I I o J I I I // FILLED CELLS @PARTY WALL \\ r — � 1. TOBE68'O.C.MAXAND@ I f I \\ I I L/ ♦ ELEV. CAN BE NO MORE THAN 1.1/2" I ( ■ I I\ h (�II — 1 I I // � 8'-24" I I EACH BEARING WALL 1 LOCATION \\ 8'-24„ T BELOW TOP OF EGRESS DOOR I I 6"-2-L -L— L — J // \\ L — Jl _ THRESHOLD. FIELD VERIFY— I I ' ■ II G // G o G \\ F- O G II S3 I I p ' — -63 I I I'/ S3 r— I /r 2-0"x2'-0°x,'-0" J L it I S3 \ I r 7,-Or, II wl(3)#5E.W, I-- �� G w/(3)#5E.W \\ G -�L--� 1111111111IIIII ( S3 —�� I I - �� O \\ S3 ■ I I I 11— , J I (( o/ CV �II �' N _ _ — N -- o N I CV — — ■ 'rI I I I I I O I I I I Cl) ch I Q II `� III I 9'-2" �1 I I 1\ 9'-2" i iv ih 15'-5 "' 2,-O„11 3,-0" 11 2'-1 1'_ a' 10'-10" C" I v'xv 10'-10" cV I 15'-104" co I CV 15'-10jrr i " x T-4' I ■ wl(4)#5E.W. / — - I _ / �1 M L — — — 0 0 Li LO M J -3 17 I — — O — — ; — — — — I 3112" / — — C.J. — I \ r 3, ■ W.H. / N K I I K cV H. 2'-7 „33 r2' 7i EK _ II I `° BUILDER TO I FM24 I g PROVID 1!2" x 9 1/2" IS3 FM24 ROVIDE1/2" x 9 /2" U? ■ I n I 00 1PROVIDE I RECES FOR FRT. DOOR I I ECESS FOR FIR'". DOOR M I APPLIANCE I I 3UILDER TO PROVIDE N PROTECTION I SN I BUILDER TO PROVIDE 'v APPLIANCE PROTECTION I io I PPLIANCE PROTECTION — v I — J q WHEN II HEN REQUIRED PER FB I I WHEN REQUIRED PER FBC REQUIRED ■ ■ ■ ■ `� I ,'Mx. / _ ,I I '-6' ■ I N I I 0D ELEV. APPROX.1-112" BELOW F.F. I _ u I I I 2 ( w ( o I I I r ELEV. CAN BE NO MORE THAN 1.1/2"I q I o I Li _ I N 0 I I BELOW TOP OF EGRESS DOOR `�' '�' I `n n I I 00 THRESHOLD. FIELD VERIFY L — — — — — — —`�' J io 7'-82' 8'_1" 1V-2j" I I 1U-6" PM ■ ■ ■ ■ ■ ■ ■ I 7'-0" 2'-O' 2'-O" 7'-0" 2'-4"--;, L APPROX.1.1/2" BELOW F.F. I I S3 s3 I ELEV, MORE THAN 1-1/2" I y ■ I I BEEGRESS DOORELEV. OW TOP OF O o K 3 I 4'-0" 11 "-4" 11'4" 4'-0" ( I i THRESHOLD. FIELD VERIFY I S3 FP 1 - 00 o EO I I I I III I I — -- I L J L -- J L J.1 ■ ■ ■ ■ J.1 + S3 + J.1 S3 S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-0" 4'-6" WIN FILLED CELLWIW FILLED CELL WIN FILLED CELL—/ 16'-0" -2' 8'-0" 1'-10" 1'-6" 8'-0" 1"-10" 15'-4" 164" 1'-10" 8'-0" 1'-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" N -1173 C J n N s �X Ct d 7 �q ., �. C W ;) 0 0 >� W ,. to \" 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 u Q o oo0 Lo aD C N aro M/ = y co v # u C J _ i 13� W JLL� w a ��� a N =12 c? — g '3: Fo 04ID 0 5 Z LL NZ a J y 04 — OU d o i Z W U A ❑ ❑ Z N M z � 8 Q � a � N In J z v 0 o u i- N m w S w m ~ E I ��Y3t" S c4 m .✓ II� C A O M M y z o w z z u- aL E E O i o ? >a =e oa Z _ O N ru a o ¢o oo Oo ww y� L 60 r< mE z rp C yz o z z W N CL LLa mz J C> � w a� to zIa oo 3 c ° ` ^' V > LO co >cu rn o co Ll7 1� r O Qi M T � 0M W C U 00 00 r U) m O = �+ O cal MM N 0 W T L0 a) m 00 iii O Z Z W E E v `m c m d U -1 Q 0 c JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 9 -ROOF SHEATHING SEE PLAN DORMER TRUSS- 2 x 4 SPF STUD — WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BO" - STL SEE PLAN PLYWOOD SHEATHING - ATTACH PER SCHEDULE V` L P=1��1.9l111\1 •IT(1�2 tOOF SHEATHING AL VARIES x 4 SYP. LOCKING AT 16" ).C. WITH (2) - 16d ND NAILS, TYP. 1 RUSSES, TYP. 2 DORMER DETAIL 1 0 SCALE: 3/4"=V-0" TRUSS OR CONN. 1) V A COC eTll to WALL AT 3P1 AND 3TU D 0 ("'3 DORMER DETAIL 1 O SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A SEE FOR L-1 ADDITIONAL INFORMATION UNIT 1500 TRUSS (SEE PLAN) 9'-4" BOTTOM OF A BUCKET EACH TRUSS (2) - 2 x 8 SYP. TRUSS INTO DOUBLE z P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ 8 PLAN) (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24 O.C. w/ 5" rT'� SECTION AT LEDGER EMBEDMENT O SCALE: 3/4"=1'-0" o . ❑ 1211 6" 6" I 611 O.C. 11 LM STAGGERED ELEVATION A -A UNIT 1397 GIRDER TRUSS N 04 N T CV SYMMETRICAL A& AIL SYMMETRICAL UNIT 1397 IROOF FRAMING NOTES �S TO ER SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. TITEN EACH SIDE @ ROOF FRAMING PLAN SIDE OF GIRDER DER & END OF LEDGER SCALE: 3/16"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 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 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" 1 HTW20 1530 1285 24-10d x 1 112" SP1 555 1 535 10 - 10d SPT22 735 8-10d SP2 1010 1 605 12 - 10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 49.57 49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: Y16" EXP. 1 (2Y16) or fs/32' EXP. 1 (33/16) r TILE: 1V32" EXP. 1 (32/t6) NOTE: i 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2Y2" 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 [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. N •- �� N < N _C_ C� e 1, L 0 0 i. C 0 .0 C 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. tlf 8 C O N O N O c: W- gg N ao r � � N tir LL Q M O 2 N S J C LLca W I^ V Z 52 _j d _ W m o m c to o W .c = to o m Z LLW J LO Z J Z O U 0 W ❑❑ V Cl) z M O z N Z r` � J C AV) w v �0 — w S C N ,um U �- J pE '-'••.••.. N U o N o o C0 J z Z M M a p UL oo 0s a O E: U wj ?® oa w10 O � a p 00 z Z- o N � L � a wz 4p m`t 0 O2 z - � Q) J �z UJ CDo� a m Z go WNW �3 oz I _ o <y -0 C C.0 il¢ u 01 � 3 .s C C, > LO co O O \ 0 LO 00 O rn (o O Qi Cn r �r U 0M0 60 U)m 00 O 2 0 � N co N 0 �i 00 04 Cfl In r E M00 00 i6 o Z z E �a a Eig U _j ¢ p JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 10 L'9l w J C14 N RIDGE I w 0 JP I I I I I I I ZONE-1 ATTIC SPACE 1072 SQ. FT. 6+ 12 SLOPE g 0 w C a Cn N 1 FP-1 2 FP-1 1 FP-1 � ZONE-2 ATTIC SPACE 992 SQ. FT.( w tZ O7 N I� LOCATION. DO NOT BF 4'-0" ROOF VENT 4'-0" ROOF VENT 0 0 RIDGE Al I w I I � I I I I I 1 6�12 SLOPE 6:12 SLOPE 1 I I I I Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1/150 Rule Ridge 11300 Rule Off -Ridge but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators Vent Amt (Must Provide Upper Ventilators) Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (measured vertically) below the ridge or highest point of the space, with the Total balance of the required ventilation provided by eave or cornice vents. Ventilation -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN- ATTIC Provided (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA /UNIT SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of • SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. I ventilation vented be provided (See Elev) soffit ventilation Ventilation Ventilation • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA I SQ. FT. required needed required soffit i by upper *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed) -- Main 0.0 2.0 Floor 1070 1027 147 514 37 257 276.0 (Zone 1) 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 2 2 FP-1 FP-1 FP-1 2 DP1 FP-1 FP 1 FP-1 FP 1 FP-1 FP 1 FP-1 FP-1 ZONE-2 ATTIC SPACE — 996 SQ. FT. w a O ri N c0 LOCATION. 4'-0" ROOF VENT 4'-0" ROOF VENT 0 0 RIDGE 41 I w I I � I I I I I I 6:12 SLOPE 6:12 SLOPEI I I I I w U) N 3 FP- 6:12 SLOPE y� /-5 FP-1 FP-1 �LU w 2 iCrcli 1 FP-1 6:12 SLOPE —� L— — — — — — — — — — 0 UNIT 1500 1 FP 2 '-1 UNIT 1397 UNIT 1397 P-1 29 4'-0" 4'-0" ZONE-2 ATTIC SPACE 997 SQ. FT. a O v1 N LOCATION. 3 FP-1 4'-0" ROOF VENT 4'-0" ROOF VENT 0 0 RIDGE J Ile I w I I � I I I I I 6:12+ SLOPE 6:12 SLOPE I I I I 6:12 SLOPE yA w 0 J rn UNIT 1397 LU CL 0 Cn N ZONE-2 ATTIC SPACE 994 SQ. FT. a O N 10 LOCATION. 4A" ROOF VENT 4'4' ROOF VENT 0 0 RIDGE A �Qy 91�F` I w I I � I I I I I 1 6:12� SLOPE 6:12 SLOPE ' ( I I I I 0 Uj CL Cn N 4'-0" 4'-0", UNIT 1397 3 FP- �Q 01 ZONE-1 1 I ATTIC SPACE I 1070 SQ. FT. I I LU LU 6:12 SLOPE 8 ' C1J RIDGE i w 0 1 G N 9l�FL `a 1 I W Z LLJ <Y w 8 0 it y� JQ� � i 6:122 SLOPE UNIT 1500 ROOF PLAN SCALE: 3/8"= V-0" Cy O C -t C'l 7 .I- > :j_ _0 i r r is D > _ W c� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to a o O M 8 0 N LL aw J i� , aan a m � L «0 Q 5 W Y O 3 'm ry O =LocoZdJ LLW in�pjO' m � ;^ Z N r O U U O W Co ❑ ❑ z N M 0 z CO ZQ p Q cl- z �N 0 4-1 � lJ t0 to Ln U � w J '— — E 8 = L O rnco N O co J M M z � o Z a U_ Q Ei n Ep sLL Q o Z® vO cu z g oa �' �¢ 'O 0z z o �i C ao w o Qo az � J w� _ Tj Z O U mm m O Z F Z Za J a 20 z Cn z 0 WQa az i3 o C9 wa ii� a `r z a 3 2N 0 L CID \ a) rn ca O O M r O 00 QQM T 00 00 60 T 6 U) o coQ }� O N � N M N rn Q 00 r Cfl N 00 � r E co +� :3(� iri O z z E to ci Q o JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 10.1 1 1 i i t 1. - - I I _ _ I I 11 I _ III - I- - - -- - I I v i I GENERAL CONCRETE LINTEL SCHEDULE • SYMMETRICAL ti APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 81F8-16/iT 8F8-OB/1T '• J c TYPE DESIGNATION #SREBARATTOP O H ) h! F = FILLED WITH MIN. (1) REQ'D �� i GROUT / U = UNFILLED c 1/2"O- 8RF14-1B/1T 8RF14-0B/1T R =RECESSED CLEAR N • © O QTY. OF #5 ° ° O 0 REBAR @BOTTOM • ; 4k OF LINTEL CAVITY 0 a ,' • ;, , M.U. °° ° - r z O D D 8F 16- B/1 T 00 o ° ° ° MS25 a= %,'•' ,,'� ,,'� ,,'�' Z ° GROUT �•, L QUANTITY OF tNOMINAL. 5 REBAR AT #5 REBAR AT ° BOTTOM OF �. 1 WIDTH TOP oLINTEL CAVITY 8F20-OB/1T 8F20-16/1T8F16-OB/1T 8F16-1B/1T NOMINAL "*-BOTTOM �' T t�F HEIGHT REINFORCING © ® FO © 7-5/8"ACTUAL PROVIDED IN 8" J NOMINAL WIDTH LINTEL .�• '�,: ,�•• ,- ,�• (VARIES) • �L s LLB > MATERIALS 1. fc precast lintels = 3500 psi. • ` ` ' 2. fc prestressed lintels = 6000 psi. 8RF6-OB/1 T - 3. grouted per ASTM C476 fg = 3000 psi w/ . 4. maximum 3/8" aggregate and 8" to 11" slump. _ _ 5. Concrete masonry units (CMU) per ASTM C90 w/ O a= ,,- '.' •'. '.• ' '•'. '.' minimum net area compressive strength = 1900 psi. � '•; • ` , 6. Rebar per ASTM A615 Grade 60. h ° Prestressing strand per ASTM A416 grade �• 7. 270 low relaxation. r :� • ` ' '. • - '. • 7/32 wire per ASTM A510. N t • , • 8. Mortar per ASTM C270 type M or S. I VGA - 8F20-1 B-2T GENERAL INSTALLATION NOTES ` ' , © 8RF22-1 B/1 T Provide full mortar head and bed joints. 8F24-OB/1T 8F24-16/1T 1' • O O 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 , :.. O vertical cell reinforcing and grouting. i i �! • � , • � , • �• , 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and � ' ' `• longer with a nominal height of 8" meet or exceed U180. ~ • , ° ; • ; • : • • ° : • • ° • ' • ' . , 6. Bottom field added rebar to be located at the bottom of the lintel cavity. . , 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. _ 3 • • ' ' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concreteCD % masonry units. FP-1 • ' . • . '. • '. • '. • '. • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 m T 3 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 o FP-1 coating. _ , ; ; , . �', ; % �', % 12. All lintel dimensions shown are "overall" lintel lengths. O 00 � .° 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) *- 3 • loads should be checked for combine loading with the following equation: To the best of the Engineers knowledge, information and belief, • ' . ' • ', • • ' • , • '. • '. • Applied vertical load Applied horizontal load FP-1 the structural plans and specifications contained within these %• Safe vertical Toad +Safe horizontal load O �� drawings comply with the 2020 Florida Building Code - ' bQi Residential 7th Edition. Engineers signature and seal is only for •.: ; •, : • : • 16 o the structural engineering portions of the drawing pages bearing ;:, ;•,' '�. ' CEngineers signature and seal. I � 8F441B/1T8F400B/1T 8RF400B/1T 8F3216/1T 8F32OB/1T 8RF301B/1T 81728OB/1T 8F281B/1T E a N � m ® © ® © ® © H00 rn ALTERNATE POWERS �� LL Q � J LL W rnl- I �� JLLLL � � a LINTEL PLAN NOTES: Z a- Y STEEL LINTEL °°� �°° y 6N 1. THIS PLAN IS TO BE USED FOR STRUCTURAL q o W _ `° " `� r_ 0 W m INFORMATION ONLY. ILN #5 REBAR AT TOP O U ¢ 0 MIN. (1)REQ' 1-1/2" CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W 0 rn TO BE ASSUMED TO BE 16" MINIMUM DEPTH. I ❑❑ 3. THE NUMBER OF COURSES OF MASONRY REQUIRED OCD BETWEEN THE LINTEL & THE BOND BEAM SHOULD BECO z 600 C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Q 4. THE CONTRACTOR IS RESPONSIBLE FOR _°ar, W- ��, M COORDINATING THE PROPER LINTEL HEIGHT. <Q Z O z o o� 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM �' N �wQ� ED F R THE DESIGN LOADS. THE #5REBARATBOTTOM DEPTH REQUIR O "' o FLLO� AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR �0 w o PROPER LINTEL HEIGHT,G.C. COORDINATE. �' �N 16 GAUGE POWERS STEEL BOXED LINTEL Uc POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE -o 1. Refer to manufacturer's specifications for installation. 0?O O 00 Q N 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS Refer to manufacturer's specifications. o J w 3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION co Z 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. O O 'L w Z o 5. A bonding agent must be applied to the Steel Box lintels prior to ~ - - 6 E o z applying the cementitiuos coating. See contractor specifications O O < = o CO CO 0 co x o O E a~ Xz 2" DIA. PIN #3 SHEAR REINFORCING N `° ¢° �J 4± L QD mE @ 16" O.C. 0_ rn a K.O. BLOCK COURSE H H H Z N c <U ZO O O �, �o <O O J 29 �N 00 W/(2)-#5 TOP, MIN (SOLID w Z � � Q �w o LO =f G MIN. MIN. MIN. W ci GROUT) aLL �3 wa ;o (2) #5 REBAR @ BOTTOM 0. ° O a= OF LINTEL CAVITY UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL PRECAST LINTEL UNIT ' Ln co BY MANUF. o o > CM 1� a O S25 LINTEL W/ SHEAR REINF. M Ob Cr 00 N.T.S. REV 05.02.22 CAB oo CaQ LINTEL PLAN T 40 CD SCALE:3/16"=1'-O" -0 o c 00 Q M N o O 00 LO U-) T7 00 0 to Z 00 i z Z E y `M E c v` c a U 3 ¢ o JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. L 1 FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See 1.- eneral Infoirmation for Fire -resistance Ratings - ANSULIL 263 Certified for United States Cleslgn Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN,/LILC-S101 Certified for Canada Design Critena and Allowable Variances Design No. U905 June 10, 2019 FIRE -RESISTANCE DESIGN Assembler Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUV? - Fire Resistance Ratings - CANIULC-Si01 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/1-IL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - I: Al`, ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U301 September 17, 2019 Bearing Wall Rating - 2 HR Bearing Wall Rating -2 Hr. Nonbearing Wall Rating - 2 HR Finish Rating - 66 Min. This design was evaluated using a load design method other than the Limit States Design This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or Design Method, such as Canada, a load restriction factor shall be used- See Guide BXUV or BXUV? BXUV? " Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions x Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. employing the UL or cUL Certification (such as Canada), respectively. if 41 ,� (,:;►.,I,R(� -e may. il' -� r'll I ' Ito;al''a �ja4j', (t. J ,c . • p -7 Xt ; Ho(Lontol Secrion y 4 1. Concrete Blocks* - Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster- Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framingto achieve a max. Classification of 1-112 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite Loose fill insulation add 2 hr to classification. 5. Foamed Plastic" - (Optional -Not Shown) - 1-112 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1 The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC". UL and the UL logo are trademarks of UL LLC @ 2019 All Rights Reserved. GA FILE NO. ASW 1002 PR-013 R ETARY` 2 HO U R 8D to -64 STC FIRE SOLI ND GYPSum PAN ELPRoauCTS, $TLEL H $TuDS 7%xi JLx.--, T A 2`''JL'J-aw •';7C X g-;11J'll 3J'IC'..-Pc-f--d JC:.\SL't"I aw i-i l UC -rj -J'{Cr�L�J'I:IC", .w .-I I+Jd t-1 jdJt"1. J - - - ?, :Ve 'll '1 'lu -it J ",:um- "II Jam. JL --tw •I.J -wd J .-m- -i , oL- W-11 wi -K_ •1 `, J•Id .XI JCL"I . . �iJ'II '1 ;JS "MIw]J.W :jy d p,-Y-,d 'K:3. 'I '1 £C >L'1;. .'ti,`J J'I'.7 .C-'►J x_ .0 J'1 J' , MJ I. .'IC SdJu W'II:JU'IC'1.',JL'S%1'.ti�ufi :w'.'143' _Y.Cif::lJ./L''1'.{J'�.';X{:f.J'FI-'.tiJ Jf1JYIU- - - - - - - _ - - J '1{!LX y_;J�J'll :\J :jwti `,CY.\' J.alc'llu{) !J .'K'',.clL' {%.I'IIJG'IL"I.J. aO J'Icl iL",J.X,I-.'K.'1 2 ik ',.id wa JaA w .-1 1,1 - J J- ({'uLJ'n wu :bw -d tuc'I `, SIC u' J• - J+',G1'll:l yJ,', ' w- •I',.JLI',11tx2 C'i 3u.'1',,dL-,. - P ROPR IETARY GYPSU MA PAN EL PROD UCT r Grou-ga DJc'c 'll V Z., :--u lIA14 :auJ'Id: !",J J_ur•. 'AL' I.: 93 Jb' --u Tc_.: Al II d-9.5 1290.1t to 9c: ITS 2e',y'I G 120 0c: 'Al I I e-9a 1295.3 15 95 : 'stir I I e-90 0743 & l7'-. 1 2-3&00 W: J _ 12717.Oe-4 /i7011.3. a 13 0e_J-1c',y'1 J373 ,ICI J'ICI Te',.: ?J AKA wi 1A_ T-59 0,]D. 11 10 a9 1. Nailheads - Exposed or covered with joint compound- 2. Joints - Exposedjoints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used_ As aram neacis. 4- Gypsum Board* - 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-318 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints.in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensGiass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. 2. Gypsum Board: Metal covered using 6-in. (152 mm) wide Yi-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or %-in. (12.7 mm) Tough Rock Fireguard C gypsum board. 3. Steel Studs; W shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cutto length!6-in. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. `3; �,� �.��.1;�■�.1 I ■ ■ .mot O O 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN) - 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. H-STUD 1" DENSGLASS ULTRA SHAFT LINER WOOD TRUSS 3/4" MIN. AIR SPACE 'ATTIC DETAIL - ADJACENT TO TRUSSES OPT. 6" WIDE BOARD BATTEN GA ASW 1002 SCALE: 3/4"=V-0" STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END 30 LB FELT (SHINGLES) INSTALLATION FIRE RESISTANT OSB 7/16" PRE-ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE TRUSSES AT 24" O.C. MAX, RUNNER TO SHEATHING OF WALL NOT STAGGERED SEE FRAMING PLAN FOR ABOVE AT EACH SIDE OVER PARTY WALL TRUSS DESIGN 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY X TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED Bd (TYP.) BETWEEN Z'FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN 11 EXTEND BURN CLIPS PER FIRE ADJACENT PAIRS OF GYP. PANELS. WALL MFG. SPECIFICATIONS 2" FLOOR RUNNER W/ R30 INSUL. MIN. NAILED INTO 2x4 LEDGER ONLY 3116" DIA. x 1 3/4" TAPCONS AT 16" D.C. AT EACH SIDE OF STEEL "H" STUD. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. w/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS T' O.C. EDGES SIMPSON RBC @ 36" O.C. w/ (6) 10dxl 112" NAILS INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4"x2 3/4" THEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRIING STRIP INSTALLATION (TYP. ON BOTH G=FACES OF WALL) NOTES_ i. SEPARATION WALL IN THE 1x P.T. NAILER INSTALLED AFTER INSTALLING ROOF SYSTEM PROVIDES RBC'S 2-HRS. PROTECTION PER 12"x12"x8" CONC. KNOCKOUT BLK. wl (1) #5 GA ASW 1002. ROD CONT. FILLED w/ GROUT 2, MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 .' (1) #5 VERT. IN FILLED CELLS (SEE I R-3 M. INSUL. PER FBC FOUNDATION PLAN FOR LOCATIONS) i-1/2" GYP. WB. 12" CONC. BLOCK (TYP.) PER UL905 TYP. "S" MORTAR (TYP.) 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF ---- 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) FIN. FLR. CLEANED COMPACTED & TERMITE TREATED FILL r r 1'-8" x 1'-8" CONC. FTG. 1,_8" FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. rT) TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:1 /2"=1'-0" 7 7 EXTEND THE (2) LAYERS - = OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. III=�1_ii Hour Separation SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 0 r ^� N T _ r J L l) s R- cv ¢ J - .w- LU N t o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v E i N 6 m Op c N tll in��� Q C14 CD c LL -� w j � LL o 13(' Z w a o o Y m co d• i r m z � Z=Nro 3 0 :, 'o 0 il� W "_ � g °' °. m w Z ") M Z a J NIL Q J O O U U Z W m ❑ ❑ U z N z o� N (D z o � � Q J Ln M z U _o w E Ow LQ c U w � U o c u =Q o w M N i g Z a LL a Q w z® o� Fcuo �a uo oa Z � ao oa wZ N t ¢o mi M � C ^Z2 =U o Z� Z u J < m aw fz h 3 of <o W� C wa w J Qa 5 O �o = CO �t z�< a ° 3 O `N >� co rn O O \ U M t\ r 00 O d7 co C:) Q M � 00 QD V / O r m Q a--+ 4-J O N CD N : IC Q co O N CD o 00 r Cn Cfl � Lt7 r Z Z M� W m E E y o m c c d U � Q 0 _J JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. FP-1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM 0 EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & 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 100 P F D VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL L APPLIED 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 3" 1 y" y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 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 d = 0.131": 0 FOLLOWS: 8 1 d = 0.148" 12d = 0.148" 16d = 0.162". 0 S 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7, CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must 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 ove o and mortar along the foundation perimeter must be removed be ore extenot�sowtreatment. 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 BETTERA AND OR MICROL M AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 'a N (� I " X Cv a- CL e14 �- U G - U r >> .� .IDLU .,.. t_ CV IV 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 potions of the drawing pages bearing Engineer's signature and seal. a v o 60 U N ie G Co � N rA in C,4 se # LL LL Z w a W m c rn o m 3 ilia. '@ r, (O o U) m W Z ILW u7 �n r , OU 0 J Z e Cn U M z N C'J _ O to z a LL L w C) U 0 N �V) w g f6 �- r'n U w J g �I U o as ¢ 0 • N O O co J = Z M a a g ,y E zo �= s0 Z ry Qo <® n O wz oa IT a Xu Q0 U Z O E N L <<oZ ay aZ W d <o z 2 o� 0 U ZF Z _ C v J ",g 4 6 ''<w Z N a`Ni 2 Q J S � u 0 a N Z W U w op � C z Qa = 0 00 cfl �o a CU3 V 0 0 CNI >LO � rn O > Lf ) r O O Q M T Cr U Orr11 00/� _�-� 00 U) m W O T Q _ ♦J ~ N .� cM N O 00 04 0 /) CD ��+ � T � L J r ui E o m 3 00 vi Z z E E M a 0 � a o JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. S N I_ _I I Jill III I A" 11I1 ' I I I-! THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II ll_ p�A 11 1,1 I I 16GAx1-1\2" LONG (3/4"-l" CROWN) I I MAX l I I. STAPLES @ 6" O.C. VERT BETWEEN I I. I 16GAxl-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) -OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF U HOME H C G GARAGE SIDE 0 0 0 6-0" Q - STUB -OUT FOR 1'-0"NI 0 9 GAS METER 0 o I U O F N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 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 CELLS r— STD. 90° HOOK r--- BOND BEAM SIMPSON MGT w/(22)10d 1 w NAILS TYP. `GIRDER TRUSS > STD. 90° CONT. #5 BAR T. #5 I HOOK �i� BAR I 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8"D THRU BOLT BOND BEAM STEP 2 X B.U.0 N SCALE: N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE < PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS PLYWOOD FLOOR SEE PLAN FORREQ'D-SHEATHINGPERPLAN COLUMN AND BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN CONNECTION TJI TO BE CUT TO ALLOW NOTE: f FOR BLOCKING/TJI UPLIFT VALUE \MASONRY WALL OR INTERIOR BRG. WALL SS'S;' '� IS BASED ON S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECTION @ INT. BRG. WALL =` - :�'�::=� � SIMPSON H10A ° .° e SECOND H10A (WHEN DOUBLE JOIST CONSTRUCTION N.T.S. `��' ` �` :� wl(18)10dx11/2" REQUIRED) (Not required if both loaded equally from above) NAILS 1!8"min. }Small 2" min. Filler blocking -- UPLIFT =1015# 18"gap + gap 2" max. 4" max. webStiffenerFastenerringL Schedcation le- TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Series ' _ Depth! End _Intermediate s-1/2' 2-8d `_-=2-8d INSTALLATION INSTALLATION ®, . _ - BCI 5000s 11-7/8 2-8d 3 8d -�/ Clinch nails (/I - [ 4 2-8d 1 9-1/2 28d 2 8d when BCl6000s®11-7/8 2-8d 3-8d - 4"MIN. EMBEDMENT possible j�' BCI 6500s®.__ 142-sd _ 5-sd SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 16 11-7/82-8d 3-8d 2-8d 6-9d o SIZE AND QUANTITY web -flange connection. BCI 600 14 2-8d 5-8d j o o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit . " ". 16 2-8d 6-8d o o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" . 3-16d _ 3-16d 2x4/Plywood/OSB web stiffener 2" min. 14" 5-16d 5-16d o ° 4) Place joists together and nail from each side with 2 rows of 10d nails gCl 90s® _ 4,' - o / 'tij� required when indicated or max. I 16" 16-16d , 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box 1---o20r- areas=20 of high sinker lateral load. 1 } nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —% DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ _ -j, blocking and wall or beam below.` - - - Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET vroviae aaequate Dearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CD 6" A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT 7 #ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 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 P T OU U 0 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL �!I�IE'�IIE"�11�911E�IlE� Backer block (12" wide min.) -1 I I -III -III -I — Nail with 10- 10d nails. Install tight to top flange. • ; . SLEEVE THRU STEM SEE PLAN FOR •. • .. ° '. Joist hanger FOUNDATION INFO a ' STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1-1 1/4"-2" gap - Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 1 - - requirements Y III' f✓, %� 0.6XJoist �� ✓�,I % depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rvu unmac % rvt✓ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HITS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d ° -IIIT—III-1_ T I -III- • PLUMBING LINE PVC OR SCH40 SLEEVE ° II=III 4. d Cd I I I'— I�IIII„TLT SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q . d /PVC OR SCH40 SLEEVE F PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d d 1-1 III —III: T- SEE FND. PLN, SIZE & REINF. O � r� N cli s �x I _ v 4o 0 0 _ UJ 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 o �E N N 1T � N m ��rz.V 1.0 Ci a N O 2 ip y NM Q S J CJ u. 52 W tL o- Y. 13 L f6 fo s� 0:N w cD inmpjO' m ui Z M Z Q FJF aN F OU < o ZILW W ❑ ❑ z z N �, z Q � a E3 z 8 c9 (1) 0 4--+ (z LLJ ° U w gJuft tit � Y U c w m ® E m o M M ti¢ 2 z G LL Q E O zo o w z >� ao z® ❑a U Fes- rs CL i- y o O< (z N E i �p ao w� ro �� - Eli" orzz mi o '< w z J m �� EN ? 2 sw 0`� zz <U a W o� J J= wa >O O v za a °� 0 N .0) ` > L.r) � —_ ui rn T O > cc 0 L CO r T 00 O co O M �i CTU Ob NN< 00 00 U) O T m Q � F— N c QM O 00 O N LO CD 00 L r E E m M. = = 00 z z E E v :? c ELU J Q J JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 2x BLOCKING HORIZONTALLY@ 2x#2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER -SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM -III—I +'WIN =D7158-CLASS G or H, or ASTM I I I t 11=I �I I D3161-CLASS F, IN ' IT I —I I I —I ° I-1 ACCORDANCE w/ TABLE I I ►-1I — 1 1=i I r R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) _I III—j ICI 1 I tI I - RESIDENTIAL 8 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"=V-0" s'l 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. Zx SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"W'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) "S" TYPE MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH„ BELOW GRADE CN � ° M 6 MIL VAPOR BARRIER p 4 D : • I — N COMP. SOIL. I ° *- (COMPACTED TO 950/c MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE O U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS r... IT z /OHDRECESS M SEE A/S3 OR J/S6 sl 11 1 1-1 i —IIT- Lr FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"W'x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP. r I ASSUMED FINISHED ' GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 Z NOTE: *FOR BEARING WALL N • - W/ UPLIFT ONLY _ FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ' v GRADE 00 1 I _ (1) #5 RI IEBAR w/ OPT. 11=S.QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS °• :� . Cl)C. .'•e.. 60 SEE A/S3 OR J/S6---'- -I II I I I I II I I„ I II I IJ 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP, WALL SECTION FOR SCALE: N.T.S. 1, S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1 1 I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 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 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @24 O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS i2 ��� 6 x 6 W1.4 x W1.4 0WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-3 1/2" o �31/2"MIN. '� +— �31/2"MIN. � f A.F.F. O w _ N - 1-,� D b ° 1/2"(min.)- 4" '31/2"(min.)- 4" 00 m' I I —I P ; 00 31/2"(min. - 4" TLC--) • ► I I— 31/2"(min.) - 4"- -- r ' II (2) #5 CONT. ®R ME[ LA 25 4 1-4 8 (2) #5 CONT. 4" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP 6CC "SHEAR WALL" SCALE: 3/4"=V-0" "3,) SCALE: 3/4"=V-0" S3 GOr'' PE�y (1E° SEGU QGs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT NOTE: 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10-4' (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ (10) 5/8'10 x 1011 ' 1 J„ BOLT @ 24„ 0/C W/ 21'o X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH 1 WEEP SCREED INSTALLED Q BOLTS 6" MAX FROM PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o END OF 2" x PLATE LD D. D z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F= 40ksi y- � a e ° FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g m ^� > w 6 MIL VAPOR BARRIE O° n ��= ° R 1 7/8" #5 REINFORCING BARCj I I • P I —I T #5 LAP SPLICE ° - — 36" MIN. LAP [36" MIN. LAP] ' COMP. SOIL. (COMPACTED TO D 95% MODIFIED PROCTOR ASTM = I -fir 101, D1557),- 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS K�F� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR A ... CONCRETE NAILS W 1 1/2, EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ m ° 0? •c E co 6 MIL VAPOR T BARRIER �ml — 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE cr j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT Cr ¢ > w/ MIN. (2) #5 VERTICALS E > UjFILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 I Uj SIZE AND REINFORCEMENT) WWF OR FIBERMESH �,LU EsW -77 0'-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS ° ° / SEE FOUNDATION CONC, PAD INFO. Ovo� ©TAPERED COLUMN FRAMING, (2) #5 CONT. I � 7n I ON 3" CHAIRS (TYP.) 8" 11�11 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 D• - I_-1 ITI=1T[=T .- 91 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 —` l I"8„ FOR REINF. INFO. OPTION #1.1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SLAB STEP & RECESS @ S.G.D. MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL I I MAT REINFORCING. r ' 00 GRADELU M C7 = J • ZI—1 10 W Oo _ • e • • Z W Cl) Q _ w FOOTING Lu BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 T3 ' cV C7 >< N j- (� �0 ll c;0 s ✓ � � O t� r� O O ¢ p W ;�. ;. r . O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. m W Q d E O N o w � c: (0 M tnn�� M lL LL In J W L 0 :3� N CO LL=NNZaJ � m w M K N OU 0 Z W ❑ ❑ U � M o� z Nin z N 404 z � � � E3 a , N V! v) z � U 0 �N w s r ', U 6 WF = W 1u U 'o °� • r_ o � rc w M M v� g 5 N> z a E za wZ0, >� a Q O �° �® ❑a I..r6 X 00 ¢ D OU Z N O z z w 4 i w o CY z U 'O O¢ z z v Nm aw � N fn !� r 02 w Z Z sZ a z W o co w >° �N0 > L CU O cc t` r O O cu Q `.' Cr 00 o0 cY00 � (� m O T a }� 0 04 04 .� N C:) [CY)� 00 c6 I T U') T7 ci E w 00 c o CO N ;Ef0 z E E M 11 U -j Q 0 -i JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 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 CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK - EVENLY S I PLATE WALL I 1 1/2 MAX MUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES 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 2x BLOCKING @ MID + + POINT EVERY OTHER �STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING 75 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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE Ct TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 P) SEE ELEV. Zff SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d I/T NAILS AT EACH STUD —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED Fol COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - -- 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 wl (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB71 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT71 IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT �_ REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. _- MAIN SPAN ROOF TRUE ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1} #5 FOR CONCRETE PLACEMENT 7 4 o 8STD.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 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. 0 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 MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X9 1l2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. Cr a r Uj T > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. ° a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- rhi LSF�A p0/2 �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°/0 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 . QB. SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn i nnvr� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) t (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 S4 INTERIOR HEADER: (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. p0 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • iN ATTACH ALL J EXTERIOR STUDS W/ IAI 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+^ F= 2240 LBS J'+ SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM X FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 I BLOCKING W/ 2-16d TOE NAILS 1 @ EACH END LU U d ;2 a< 2x TOP PLATE `n V2-16d 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. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 11 x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR—N1 SCALE: N.T.S. N ,: a i C w n 0 0 a :3 i- U >>a 0Q Cuo . 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. alM W Q E O M N O m V". O co N N oo :R ac t�� Q ca J LL LLI J LL LL 0 _ 2_`mv _ O 0 2 r m w .Wl .,' LL Z co N Z Q J M aN J 0 OU :. Z N ❑❑ z co •; o g co z N z o� n XJ0_ N z0 - w U 0 N Of �V) U E rR • o M w M z o Z 1 0( a E O E o oLL wi =® oa -M M o_° o V z o E a�o< �� dz CV a> � o ao tt w wo mO 10 C c z o Y NU lo LL '< Z' z J m w ch a�i 3 < 8 Oe z gz _ a W U aLL J << O ;o o c0 o V ?k 1 : =N 0 N > L0 rn 2 O \ M O L co (D T— 00 t� M ICU C) Qi r 00 00 U) O m Q 0 �_ N -0 coN Q 00 rn CD LID T N /y�� 0O E M c :3 00 N Z z E E y w m c C a U Q p JOB NO : 22-03332-03327 SCALE : AS NOTED SHEET NO. S4 I I SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \ 45°t 45' f SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. .• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9„ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 � DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. i I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4) 1/4"x1 1/2" SDS SCREWS TO @ 48' O.C. I I - „ BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6 0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8' J" BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR co X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM Fi AT 24" O.C. ON TOP OF 1 1 2" RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (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 @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 O/C L SKIN) 16d (D - 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TOENAILS @ EA. END NOTES: TRUSSES FROM EA. 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)BOTTOM ATTACHED W/ (2) 16d TOENAILS IN[ I i ! I F;;�� ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S5 55 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 1-WOOD TRUSSES -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) rGABLE TRUSS 1-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU ` CONNECTION LAMINATION ( OF THE LAST 2x4 "T" ON TOP OF PANEL I EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" FASTEN WITH W/ L 2X 12LOCK 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"=r-o" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. ���5 71NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" F.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.0.) "L" BRACE 24" 0'0" - T-O" T-O" - 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 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 a_ ✓,9 CORNER JACK Y Q W Z X 0 U HIP FRAMING REFERENCE PLAN a z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1111 MIN MIN MM MIN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2 1— 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 l r c� c-y S C� A- CL _z- T _� ll .1 — _C 6! r. - N �} C) i3 0 0 F _f 0 : = > > f2L CN 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 E 0 u N O m o N 0= N �00,0 0) Nn Q C W W 1a- Z U_ J W W m�C a �q 0 '@ N t_O W 0�°'°' m Z M Z Q N- OU 0 Z L. ' .. W ❑ ❑ CD M r z N (7 — O O z 0� z o Q (nv) r` z �O O 4•-J o O N Ln max{ J E U N MCID o soo O z w M M Q Z Z¢ ;�E O _.� —Z® z oa V � CU � E � o x U a w a U U U U tt z O N � i wo ¢o az ¢w wg a! i N ru z f< mo z z J a 0 1 z Vl N og oa <o aw W U <� o w� >° �N 0 >L co rn O O \ 0 ('M I� r O 00 O co Cn NM� 00 T U)O m 00 Q }� 0 c� N _ N /M/�//�� '0 CU N W /M1 T— LO L J r E M .> W C //��//�� 7 00 t// 0 Z z E E 'a c c d U Q p JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. S5 1/4" MAX Ir SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 APPROVAL FOR CONN. 1 X 4 r 1 x4 P.T. r 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 L FURRING L FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH „ 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT MAX EMBEDMENT INTO K.) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 2'-0" 78- 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RE& (TYP,) STD. 90, HOOK (1 t5" NOTCH WEB AT FIRST 2 COURSI ;,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY--/ / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. / 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY77 L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0- SHALL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.jT1 - * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ J. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL �I SMOOTH. DO NO FURROW. ° t. ° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT h FURROW. MAINTAIN UNIFORM JOINT WIDTH. ' GRADETTF- 6 IN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° to REMAIN FREE OF MORTAR. NOTE: M - z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16 MIN. (1-STORY)3 #5 REBAR. (2-STORY) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 " () ( - 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. do J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN kR YP.) fHE :S �' UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 01� 1� 1� 1� 1� �4STD. 90° HOOK (TYP.) .�1 B @ FIRST COURSE 1� 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE T— j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW I I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'4' (*) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + L + U ENGTH + + + + + + 2X4 SYP I I)�•I . EACH TRUSS CONNECTOR SEE LINTEL—' I / SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF GHFPT n) ONfI SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - r z O U) 2 U_ O W H U to FILL 1st 4 COURSES SOLID W/GROUT 'a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •n OVERHAN , .• . :; ,. RETROFIT WALL OVERHANG DETAIL (NTS) A. FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 INISH FLOQR ° #5 BAR X 1-0" ° ° Q p ° .• CENTERED W/ g >..' ° i► s H 01IN TOP o • KNOCKOUT / FN ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL `.► ° e DIRT �' z STANDARD o 90r HOOK N #5 BAR IN FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. T3 _ E�J CL - cam` �� 1.: W l�F r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v E CC fQ)U v 00 CN 6 s'N� y °J> O M co 0 Q NO 2S � w c W - - J 2 W l.L LL a 0_j Z UJ co C d n L cc 9_ 2j 0'. m N ra MW Z - ��-rn m w u7 M Z Q I�- J .n N r OU o Z _ W ❑❑ V M � z Co o g zCo N z i� Q J (� z v (�LU ) c ° U o Uft O ul w CND. U iv w �IvA�?n `§ J s U o C U) % N • o w M M ¢ � o Z E 0 Q N B.. VO �� wj _® ❑a ZE f0 C O g0 XU aI i Up 'U oQ aZ N <o M Y m0 m� o Z < Z Q% C/) J a 0 ¢w Z rq OE 0 U O LL wa N W W C oQ Xo O C 0 I a r OU- �N 0 > I.C) Cn rn Occ O LO co 1� a) r O 00 M M Q T }=3� OMO 60 T U) m CD Q _ }� Q 04 CD N c Q 00 N CD o O) 04 LO O 0 0 r7 is � 00 o z Z E i1 o U J a c JOB NO : 22-03332-03327 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY I "DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING BLOCKIN X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING 4 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 O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY NAILED EACH DIRECTION TYP. U.N.O. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) N. w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. �C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. -� A CHORD AT ALL HAND FRAMED AREAS TYP. ---,-'--WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. f -- i �' ,- Z / 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. `- FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" SCALE: 1 /2"= V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" V-0" 6" 6" 11-011 11 TYP. TYP. O O 1 O O O O- I SPLICE O 1 O O O 2'-0^ SPLICE BEYOND 2'-0" PART. ELEV. VIEW i all n rr DBL. KO. BLOCK b.. b.. - --- MIN. MIN. TYP. El El F-1 24" MIN. (2) 2x8 P.T. ATTACHED PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS @' O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 _ ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2)-1/2" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. Cl M Ikin— I 1kl MAST SEE M\ 10A TIICAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS VJr JLGV VV/ k IV) I VU X 1 '2" NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" in STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ - " ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2) 1/4 INFO. TITENS SCREWS AT 16" O.C. TRUSS OR l,�7t/M ROOF SYSTEM R.777 SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" Nl 3/4" MIN. AIR SPACE SEE ROOF PLAN WOOD TRUSS _ FOR STRAP INFO. 1" DENSGLASS ULTRA \ TOP COURSE W/ ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER 1 #5 CONT. OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4 =1-0 ; Y k \ BATTEN STRIPS TO - SEE PLAN ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END & 15 LB FELT (SHINGLES) \ TOP OF PLATE SEE MANUFACT. SPECS. FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" - \ 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL LINTEL SEE 2x4 LEDGER @ 48" O.C. PLAN TT MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) - SEE PLAN BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD T P F WINDOW W/ 2" STEEL H STUDS BETWEEN ` ° PER SPECS. ADJACENT PAIRS OF GYP. PANELS. °' I EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING 2 FLOOR RUNNER FIRE WALL MFG. BY FRAMER FOR WINDOW PER PLAN o ;� , R30 INSUL. MIN. SPECIFICATIONS NAILED INTO PLYWOOD EDGE W/ 3/16" DIA. x 1 3/4" -.,_ _ ,_, `�i ° 2x4 LEDGER ONLY AT EACH NAILING TAPCONS AT 16" Lk � 771 SIDE OF STEEL STUD. O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK TOENAILS FROM 8" C.M.U. WALL WALL EACH SIDE TRUSS TO LEDGER (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 90° HOOK OR 5/8' GYP. WB. W/ 1 3/8 NOTES: DRYWALL NAILS OR DRYWALL 3/4" FLOOR 1. SEPARATION WALL IN THE SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER 4 GP WHI 945-0743. 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED 10'4" 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) AFTER INSTALLING RBC'S UL-U905 - 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT DOUBLE KNOCK -OUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT E W/ (1) #5 CONT. IN. O S O S G G ',^', ROWS F 1/2" TITEN HD STAGGERED ' EACH FILLED CELL (TYP.) EACH C COURSE 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE &EACH END, SEE 5401. Z w e . _ 1x P.T. BASE NAILER PRE-ENGINEEREI STD. 909 HOOK FLOOR TRUSS' AT 3/4" PLYWOOD DECKING GLUED AND a (SEE DETAIL)', 24" O.C. NAILED W/ 8d COMMON AT 6" O.C. N g EDGES AND 12" O.C. FIELD J' y I ; I ;;—W/ NAILLEDGER (4) 1 dOTOENAIS S (TYP.) GYP. BOARD CLG. f 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CHORD BRG. TRUSS FOR AN AREA < 1000 S.F. AND SEALED \'FLOOR'SY'STEM PENATRATION AREAS W/ FOAM. DRAFTSTOPPINA J SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS TOF FLC 8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (SEE FOUNDATION PLAN FOR LOCATIONS TYP. S MORTAR (TYP.) 8" CONC. BLOCK (TYP.) U Z J �a 1x P.T. BASE NAILER LO a. N 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 1 o (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" Z-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PWO SCALE: 3/4"=1'-0" SEE 52 LEDGE 1/2" GYP. (2)-1 X 4 P. NAILER BASE BO/ PER SPE( CONC. SEE FOUN 6 MIL VISA' TREAT JFORCING W/ MATCHING )OWELS IN SOLID )UTED CELL W/ MIN. 25" SPLICE MIN. .M.U. WALL DP OF SLAB 0'-0" F.F. co VARIES WITH N SITE GRADES SEE PLAN N TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" n 1L c . - sz 0 - 0 LJJ .� ......... 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 d E 3 0 /4 V a N _ OO N 'M a N S J C J 52 li W _j o W m � d Y z c = 0 � 04 o W m rn to W LL Z N OU < 0 W ❑ ❑ CD og z C N z � � c J M N z A� o c w V 0 w s C N Cu E ® J _ ID U a °� c • �0 N OI so ti o z CAM M w o Z < _j U_ �o > REo ao Z® E 0I w~ _ — U X U U O � U o� Z o C:D Qa a1 gz o ac z w m0 C o ZU) WNmaw a Q 3 o3 wLL a �w W ci _ p a� = =3 o J �o J O �V w 0 a= ova c ^' > LO con a� m O O \ � L M I� r O O� t0 O M � T `I Mai W 00 60 U m O r Q � 4-0 0 N .� Q co N rn 00 C-0 r- LO o 00 N z z E �; m CL E U J < 0 1 J JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. D1 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 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape E I DO NO' BOTTO FLANGE 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, SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING I (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF J IVI Q) SCS 06_02 WINDOW FIN INTERFACE WITH StLI--AUHlzKtU I-L/-\bH1N(j EXTRUDED SHOULDER DECK JOIST , SELF -ADHERED FLASHING 2XFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK-- -�� PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'-4" PER PLAN Detail Instructions Refer to the number marked as# in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8 CMU _ SLOPELl 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU ° 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 177A � embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts ° 5. Remove all release paper per standard installation instructions and a o adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED 6. Fold as shown by arrows'-- 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN H ° 8. Mechanically fasten as necessary SLOPE - d a a c 4 SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER aI a a- ow- Cn lCn uJ w w 2 � Q IZ w �Rr ° A Cn 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 R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied = horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The 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. 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 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (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 EXTENVERTICALLY AMINIMUM 6" RELEASE PAPER TO EXPOSE AD ESIVEASSHOWN) 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 > �i 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 . 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS n1\� STRUCTURAL FRAMING b` STRUCTURAL SHEATHING STRIP OF SAF ,----_ ---- I , DRAINAGE PLANE WRB #, BOND BREAK WRB I I ; SF LATH Ali# I I I � I I I I� ER STOP ) NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all •'tom n N c� "A x CV -! r u Vi O f , Lu N (V O N N ►t-� 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 d E FAO 0 ,a^^ V M V 2 N 5 C J 52 J LL # LL J LL W L a 4 Z -I t M E -.5:E 0°'°' o UW � Mz N m 1r . O c) �d co W c> ❑ ❑ U z N t+1 o � z N z o � � Q g a � r V) z C� Q� L r6 w o O w In c N .) U w � J E 'm $ ',.. � U Of 0 • �Q N Illy CID w Z CO � Q E o � zo o� o >� Qo =® Zo c of �ja io<Z K �Od 0 wwwow_Z mU � C C im0p �q Z Z , Z __ Q! 0m aw ;z 3:� Q ¢ Zo U a z W �o o� r o w¢ >° a VCD i¢ 03 0 CN > Lo � ai m O 0 M lu7 Cn r co O a .-- o0 U 00 60 r �/� J o V m O Q F-- �+ O N M N Q M N 0)GD 00 00 � r E f6 c 00 7 rq z Z a E E U aNi m JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. W P T HUf,�'RICAN� Mounting Brackets (10 Gauge' 4-1!2" x 4-1/'2' x 2-12" See Anchor Schedule Bolts 112' 6ia. A325 Galv. ITyp.) 0 * 14 Self -Drilling Screws A/C Urrit Bottum Edge e Hurricane Strap 1 (Typical: 3 in front) T Front Cross Support (Maybe Cut to W) Left Bracket (16 Gauge) tf 14 Self-Orlling Screws Thru Brackets & Back Cross Supportlnta A/C Unit Bottom Side (Typical_ 3 each side for hurricane use) Washers / Self-locking Nuts 51xiU.ic ulsutl6rurrn uuuuaauns err ).rlx lxJ weir rail Hwn.:alc .Aar Brad. Retied Sea) De41v#ng avid able upon request IaJAMeaal Cot va +p�}'1 Back Cross Support (May he rut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Pane I of 1 Building Codes and Standards 1211 WMI Product Approval Application Detail Coda !nifty or ) 292 Date Partin �t Mud! Van Manufacturer Commit enalMN&LkM1sa Validated By Vau"od ilubmined F6CAngroval ApoyW d *farm Af innalion 202C Smart Vent Products. Inc M.-Grant- Har-F No-ero P E. Locke Scotian P.E. 12/16/2020 12/112020 IM812020 Approed Category: Structural Components (877) 441-8368 PE-73778 (334)300-1800 Subcategory: Products Introduced as Result of info,(Qsmertoent.com New Technology CarrpiWlca Method Evaluation Rep« rpm a Florida Ragilt... d Architat or a Licensed Florida FLAM410Rodueta Professoonal Ergin<rr 8191 P[otlud Motlat. Nrxnherallorma Quality Assuranoie Product DnQlolion CortFW Expiration Apurovedfer ear* In Use Ambroyed HVHZ for Use DubWa hi InInD001 Reflstara Design Pnssury 1 SmarlVenl Model a154Q510 Dual Fun Orin Flood and Venteatcn Vent 12'312023 Yes Yes N/A ♦1001_100 2 SrnertV*nt Model #1540511 Duel Fundm Flood end Vena.aon Vent 1 b712023 Yes Yes NIA .100f 100 3 Smanvent Mosel#1540,520 haunted Flood Vent 12131/2023 Yes Yes N/A a100Ilm 4 smenVent Model #154Q521 Insunaled Flood Vent 1M12023 Yea Yea NM i100F 100 S smcr Vent Model 1154Q 524 16&qud; Gauge Ooor Flood Vent 121312023 Yes Yes N. WA 6 SmertVent fJA[bl tl154P570 Wpatl Well In wletetl Food Vent 12/312023 Yes Ves NIA -t00/-100 T arnanVent Model #1546574 14 5&qud-. 0mage Door Flow Vent 1MrI12 23 Yes Yes NIA NtA Florida Department of Busirress & Professional Regulation Page 1 col Building Codes and Standards 1n4rg021 Product Approval Application Detall Dffit .. - f.�lh4. Roll! tome Date Pend1hV 21111 am V.n orti Manufacturer ,Cgplagt Enolnasr a Licun. V Iid&,d av Valjdall" submined F13C Aooroeal Bgg[py d Status ReNslon 2020 Drexel Metals. Inc Jason Shumate Zachary R Priest Locke B-6,n P.E. 081102020 0810aT020 01320220 020 10/1320 Appved ro Category: Roofing i5021 303-1511 PE-74021 (334, 300-1800 Subcategory: Metal Roping cxxn Corr;)N n . Method: Evaluation Report from e Florida Regstered ArrhRW or a Licensed Flerlde Prdessim# Engineer FLO176TOAS Products Oueslr Asstxancs Aborowd fa Use A1mrowd for Use thou Design $pop RoatAi Mosel. Number or Name lYodupt Descrlpnon Coraracl Elmtratlam Date In MVXZ Reastam lormsu 1 Drexel Motel ROonnp Systems OMC 100N& OMC 150S8. DMC 175S, DMC 2005, 12/312025 Yes No NIA �0080 W,tv Florida Department of Business& Professional Regulation Page 2of4 Building Codes and Standards 252cz2 Product Approval Application Detail Entity or _ .. y, ., ,. 1e Date Pendina Type Version Manufacturer Contact Englrreer&License validated By Validated SutNnitte0 FBC Approval Approved Status Revrsidn 2020 Therma-Tru Corporation stave Jeep e..on lyntlon F Schmidt P E. Ryan King, P.E. 04/152021 12312020 04/22/2021 05/0872021 Approved Category: Exterior Dodrs (800) 843-7628 PE-43409 (613) 767-6,5M Subcategory: Swinging Exterior Door Assemblies sjasperson�MLvmetru w Compliance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer FLA2046"6 Products Oualfty Assurance Aoorovad for Use Approved for Use Impact Design Sea C Product Mader. Number or Name Product Desenafion Contract Expiration Date in HVHZ OutsWe HVHZ Resistant EjeSiV(q 1 a. Therma-Tru Fiber-Cnssic and Smooth Star Nominal 5',8 "inpact" Opaque 12131=2 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inawng/Outswngl X consguratlon) 2 b. Therma-Tru Fiber -Classic and Smoah-Star Nominal 68#39;8 "lnpiact&quok Opaque t2r312022 too Yes Yes NIA Composite Edge Flbergiass Single Door with Sidelite(s) pnevdng/OuteMng, XO.. OXor OXO oriRgumtona) 3 c Therma-Tru Fiber -Classic and Smooth -Star Nominal 61439;8 "lnpact&quo[ Opaque 1212;V2022 No Yes Ves NIA Composite Edge Fiberglass Double Door with or without Sde4tes (Inswingloutswing: XX w OXXO configurations) 4 T r -Tr Fi r si n h- r d. he rrre u be -Chas c and Smoot Sta Nominal 8'�08 anti act uo � Opaque q rip &9 t 121312022 too Yes Yes NIA Composite Edge Fiberglass Gargle Door (Insveng/Outcwng.. X configuration) 5 e. Thermo Tru Fiber -Classic and Smdoth-Star Nominal 8&s39;0 &gUct;I pact" Opaque 11211112022 No Yes Yes NIA Composite Edge Mberglass Single Door with ackarre(s) (Inswing/Outs rg.. XO. OX or OXO conNuratons) 6 f Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "lmpact" Opaque 121312022 No Yes Yes N/A Composite Edge Fiberglass Double Door wth or Wthout Sbelttes (Inswng/Outswng: XX or OXXO _nfg.raton S) 7 g. Therrna-Tru Rbi lassie and Smooth-Ster Nominal 58#39;8 "Impact8quot Glazed 12/312022 NO Yes Yes WA Composite Edge Fiberglass Single Door (I n_nWOuts"6 g. X -fig-bon) 8 h. Tharma-Tru Fiber-CII and Smooth -Star Nominal 6&IIii "impactilquot Glazed 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Sirgie Door with Sideite(s) (Insvdng/Outssino, XO, OX. OXO configurations) 9 1 Therma-Tru Fiber-Classic"Smooth Star Nominal 68439,8 "rnpact&qwt, Glazed 12/3112022 No Yea Yes NIA Composite Edge Fiberglass Double Door wth or without Sidelines (Inswing/Outswng: )CXor OXXO configurations) 10 I Therma-Tru Fiber -Classic and SmoothSt.,Nominal 8&039;0 8xq..t,trrpact8quot Glazed 12/31r2022 NO Yes Yes NIA Composite Edge Fiberglass SaNa Door (InswngK7ins; uh X configurapon) 11 k.Therma-Tru Fiber-CI.Saic and Smooth -Star Nominal 8'0"lmpact&qui Glazed 12f312022 No Yes Yes NIA Composite Edge Flbergtass Single Door with Sidelte(s) OnsvnrglOutswng XO. OXor OXO configurations) 12 I. Thermal Fiber -Classic and Smooth.Star Nominal 8'0 "1mpac18quet Glued 12131/2022 No Yes Yes WA Composts Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing. )0w OXXO configurations) 13 m. Therma-Ton Fiber -Classic and Smooth -Star Nominal fib#3g;8 "lmpact" Glazed Molded 121312022 No Yes Yes N/A Open Composile Edge Fiberglass Single Door (Inswngfoulswng X-figurabon) 14 n. Therma-Tru Fiber-Cnssic and Smooth -Stir Nominal 6&439,8 "e rnpact" Glazed Molded 1213112022 No Yes Yes NIA Open Composite Edge Fiberglass Single Door Wth Glazed Molded Open Sidelite(s) (Insa4hg10utsWng' Xo, OX w CXO-hIlurations) 15 0. Therrna.Tru Fiber. Classic and Smooth -Star 11ominal.439;8 "1mpact8quot Gtued Molded 12/312022 No Yes Yes WA Open Composite Edge Fiberglass Double Doorvath or without Gaz[klites sued Molded Open Si (Inawngl005-9, XXw OXXO configurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal B8u439;8 &q..t;I-pact" Opaque 12/311=2 No Yes Yes N/A Composite Edge Fiberglass Single Door with Molded Open Sideirte(s) (InawngfOutswng: XO. OX or OXO configurations) 17 q. Therma-Tru P ber-Classic and Smooth -Star Nominal 68#39;8 "lrnpact8quot Opaque 12/31f2022 No Ves Yes NIA Composite Edge Fiberglass Double Door wth or Without Glazed Molded Open Sidelites (Inswngfoutswing, XX o, OXXO configurations) Fonda Department of Business & Professional Regulation Page, x, Building Codes and Standards lrsrmn Product Approval Application Detall 1i9!ffi Enew or Gat. Panama - egg TV" Version Manufacturer Coni 1!]XoImr a License validated av Validated submitted Fee Approval Approved Status Risen 2029 PGT Industries Jena Rgskii M.rrd-Dade BCCO -Cen Mlart,rDede 5CCO-VAL 11/19R020 Io2az20 11242020 AW-d Cat*gay: Exterior Doers IN,) 486-0100 (786) 315-2590 6ubCatagory: Silting Exterlm Door Pssambres Irosowski@pg,rdusxnesc Compli-ladhod: Camte.U.n Mark or Listing om F V81433 Rod is 8290 PrpMrGt J dkRL Mumbleror Noma Quality Assurance Approved fa Use Aporovad far Use Noduct bmrl Miah Contract Extir.tlon Data in HVHZ Donald, HVHZ IImpact dealer $Ppj� Prestura 9 SGD-5570(Large Masi Impact) Varyi Stag Or -Door 04/142021 Yes Yes Yes NIA March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) 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 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38a7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 F L243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soft FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK 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 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 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 TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 M iTek Industries, Inc. Truss Plates F L2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 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 1 OR: Building Codes and Standards 1t25M2: Product Approval Application Detail ow a Gotle Entity I�jg ,(bjtp, pate Pend no jypg Version Manufacturer Contact Emtideer S License validated av Validated 8ubmle10 FBC Approval AooroVed State Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E Ryan J King P.E. 07123120M 07I12J2020 07129/2020 191312020 Approved Category: Exterior Doors (800) B43-7628 PE-43409 (813) 767-6555 Subcategory: Singing Ectencx Door Assembles sI.spe,sbnath minas u co Compliance Method: Evaluation Report from a rn Fbrda Registered Archtacl or a Licensed Florkda FLAW470-R3 Professional Engineer Products Seas Product Model, Num bar or Name Quality Assurance Approyedfor Use Approved Product Desanotfon Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 66#39;8 dquo:Jmpact&qugL Opaque 12131 0022 Yes Yes Yes NIA Composita Edge Fiberglass Singh Door (I nsWrg/Outswnng; X configuration) 2 ms-Tru R b Therber-Classic and Smooth -Star Nominal 8''.8 "'. Impact" Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelde(s) JimsxinglOutswng, XO, OX or OXO configurations) 3 c.Therma-Tru Fiber -Classic and Smooth -Star Nominal 69#39, 8"1mpact" Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or vAthout Sldelit" (MvMrg/OutsMrg; XX or OXXO confgurations) 4 d. Thernla•Tru Rber•Classk: and Sma othStar Nominal e&039',0 8quotimpact quot. Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (I nsvarig/Outswing; X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star NO-.189439,0 Baud; Impel&quo* Opaque 12r312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wth Sidelte(s) imps in9+0umwing: XO, OX or OXO configurations) 6 f. Them a-Tru Fiber -Classic and Smooth -Star NoMIr2l88#39;D &gUotlmpact", Opaque 12/312022 Yes Ves Yes WA Composite Edge Fiberglass Double Door Mtn or Mthovt Socialites (Imrwng/0Uba.ng.. XX or OXXO configurations) T g. Therrma-Tru Fiber-Claasd and Shrooth.Star Nominal 68939;8 "lmpact" Glazed 12131=22 Yes Yes Yes N/A Composite Edge Fiberglass Single Door (I nswrg/Outawng; X wrifiguraiton) 8 h.Therma-Tru Fl bar -Classic and Smooth -Star Nominal8'', 8"lmpactlIquot'. Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vnth Sidel[e(s) (InsMnelOutswing, XO, OX or OXO configurations) 9 i Therma-Tru Fiber-Ciassic and Snwoth-Star Nominal 6&#W..8 "lmpact" Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wth or Wthout Sldelites (ImavnnglOub auing'.. XX or OXXO configurations) 10 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 8g;0 ",lmpact8.quot. Glazed 12)3112022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (Insvdn9IDutsvain9- Xconfiguration) 11 k Therma-Tru Fiber -Classic and Smooth.SMr Nominal 8&939,081qU0Lmpad&qu0t Glued 12/312022 Yes yes Yes WA Composite Edge Fiberglass Single Door vAth 3delte(s) inswing1Ou%wng, XO, OX or OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'08quotlmpadB.quot Glued 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Mth or wthout Sidalites (IranonnWOutswing.. XX or 0)01,0 configurations) 13 m Tnen a-Tru Fiber -Classic and Smooth -Star Nominal 88#39:8 8quot;ImpaQ&quat: Opaque 17J912022 Yes yes Yes WA Composite Edge Fiberglass Single Door vAth "Non-ImpacAquot, Sklellte(s) (Insveng/0utawing; X0, OX or OXO configurations) 14 n. Therma-Tru Flber.Clossic and Smooth -Star Nominal 6'8 Bquotlmpad"a Opaque 12131l2022 Yes Y.R. Yes NfA Composite Edge Fiberglass Double Door sveh "Ncn-Impsd": Sidelines (inaninglOutswng; OXXO configuration) 15 o. Theri Fiber -Classic and Smooth -Star Nominal 8't0 8quot,impact" Opaque 12131/2922 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with 8quotNon-Impact", Sidelite(s) (In ng/Outswng;XO. OXor OXOconfigurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8',0 "lmpact"a Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with "Non-Impact" Sidelnes (Inswng10utsW ng; OXXO configuration) 17 q Therma-Tru Fiber.Classic and Smooth -Star Nomin2l68#391,8 &qud;Non-Impact&qu t Opaque 12/312022 Yes Ves No WA Composite Edge Fiberglass Single Door flnsWng/Outswrg; X corfiguravgN 18 r Therma-Tru Fiber -Classic and Smooth -Star Nominal 66#398 Bquot Non-Impact" Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelre(s) (Inewng/Outewng; XO, OX or OXO configurations) 19 s. Therma-Tru FillerClasaic and Smooth -Star Nominal 6'88quot Non -I mpad"', Opaque 121312022 Yes Yes No WA -b'POene Edge Fiberglass Double Door W" or without Sdelites (Inswlrg/Outsaing', XX or OXXO configwatons) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'.0 Soud:Non-Impact"', Opaque 12Y3lf= Yes Yes No WA Composite Edge Fiberglass Single Door (InRFnxNJOutm hg; X configuration) 21 uTherma-Ton Rber-Classic and Smooth -Star Nominal 8'.D". Nondmpact8quot', Opaque In1/2022 Yes Yes No WA Composite Edge Fiberglass Singie Door wth Sideli[e(s) (InawnglOutswng. XO, OX or OXO conflamagonsl 22 Y.Therma-Tru Fiber.Clasdac and SmooBhShrr Nominal 8&/13g;0&quokNon-Irrpad" Opaque 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or without Sidelines inisivir WOutswing, XX w OXXO configurations) 23 w. Therma-Tru Fiber -Classic and S-th-Star Nominal i88#398 "Non-ImpadBquot; Glazed 12/312022 Yea Yes No WA Composite Edge Fiberglass Single Door (Inswngl0ut"`rV X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6ƌ ".Non-Impact8iquot; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with S'idel bi (InsW a-yOutsW ng, XO. OX or OXO configurations) 25 y.Thermo-Ton Fiber -CA -le and Smooth -Star Nominal 6&43%8&quetNon-Impact" Glazed 12/312022 Yes Yes No NIA Composite Edge Fiberglass Double Door wth or wmout Socialites (Inswing/Outswng, XX a OXXO configuration.) 26 z.Therma-Tru Fiber -Classic and Smoom-Star Nominal 8&0139;0"Non-Impact&quof, Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InsMnyOutswng. X configuration) 27 za. Therma Tru Fiber -Classic and Smooth Star Nominal 8':0 ",No lrrpact" Glazed 12/3112M Yes Yes No N/A Composite Edge Fiberglass Single Door with Sidelhol (InsvenglNewng'.. XO.. OX a OXO configurations) 28 zb. Therma-Tru Fdoer-Clossic and S+'ioath-Star Nominal 8'08quot,Nlon- Impact"a Glazed 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door W th or without Sidelites (InswnnglOutewng, )O(or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 16=21 s49t Ends or DMt -Qgq Cale Pending, Pict iyae Version Manufacturer Contact EndrmaeraLkMao Validated EN yaliwtad Submitted FBC Acbroval Aoorovad &a- ReNsion 2020 MI Wlnd-s and Ems Brent Sponger Lois Roberto Lamas Steven M (Akh. PE lomE2o20 ta0s2020 10/192020 12n51=0 Approved Category: Exterior Doors (717) 30.3300 PE-62514 i71T) 317.8454 SubGlagory Slicing Exterior Door Assemblies b1mn¢1Gm d.com compliance Method Evaluation Report from a Flodde Reglatereg Architect ore Licensed Florlga Prdnslona Engineer F UPI 5332AP Product, Quelliv Assunismi Ayptoy*dfw Use Awroved for Use Imp i4l Down Sw R AotluW Model. Number or Name Product Designed. contract Exo#adon Date Ir HVHZ outsw XVNZ g.Sisjmit r a 1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OXO IMI!r2024 No Yes NO WA 145.V"quc4:x80bqua: NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGO OX. XO. XX 12012024 No Yes No N/A 96aqud;xati""d, NON -REINFORCED 3 SE R IES420ALUMINUMSGOREINFORCEO SERIES 420 ALUMINUM SGO REINFORCED DXD 1Z/312024 No Yes NO WA 145-3/48quox..96aq ud: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM 13GD REINFORCED OX 1MIR024 No Yes No WA XO. XX96&quo,x964quot 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX IZ012024 No Yes No N1A 143":xMquaf. Florida Department of Business & Professional Regulation Pagel n1`1 Building Codes and Standards IMM21 Product A royal Application Detail Pp Pp Q211111 IiinMOr gone INA Deb. Pandion gee lypp Version Manufacturer Contact Enalneer a Ucerut Validated av validated A>lzmNt Qe FIDCAmroval Approved t5 rut, Revision 2020 Wayne-D.ton,a O.W- fOvemnnd Door Owayne Kanish Johns States Jeffrey Arneson.PE 10/1212D20 09292020 10/232020 12116/2020 App-d Corpoletlon (330)763-6121 PE-51737 (904) 821-5200 Car*gay. Exlenor Doon dkomisholtwayne-,dallm c BiIDCY*pary Se.-Iri E.ume' Door AlemMlies O(m Con"""M.moe: EvdvMlm A."I""a Horde Reglstered Architect or a sed LicenFlonde FL06248-92) Praessional Engineer Products s.a F Roduct Model- Mxnbar or Name Quality Assurance Rodret Description Corsroo Cm L30 Dee AOorgvad for Una A,rgvad for Ufa 11 hVKZ Outslrk HVHZ imwd t;�hi tojjpg Pit isuro 3 8000B10018200 #1105 9&434. Max %idh. 14a#39: Mors height Glazing 1 U312023 hlo Yes Yes a31 0005 00 evellsble in top a m intexdiete section. 10 40NA5100n1200 #1123 16': Max width. 14 #39; Max height Glazing 1 V3112023 No Yea Yea -30.007-33.50 available In lop or lNomaidine sedbn. 11 800043100A320001124 16MS Max Wdh i,l Max height. Call 12/312023 No Yes Yes •3.4 40L38 30 -R.N. 1110 or hrotmeeref a section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 112071 Sods. _ Endtya pate gait Date Pirrone Pa.- T o Verson Manufacturer Contact Enolrleer-Cleanse Valftland av Vngtlded submitted FBC Moneft dgggyend Redeem M20 Curves DA-lit AADG. Imo Tan Rattay UL LLC Troy Bishop, P.E. 12/10/2020 izmlao20 12,r2l20 Approved CMag07 Exterior Doors (641) 4N-2813 i954)g47-Os80 sub Category Extenor Door Components lornralfivQ etabio).c. Compliance Method Cerbroation Mark cr Lletng FISI1637.911 Products r^ Scn # Protlud Mgdx. Nunbor a Name Product Dxcnol Quality Assurance A�rovedtor Us, Accroyl for CMract F_xoiration oat. In HVHZ outside HVHL Use Impact Didgn Resktmd Pr�i 1 fi07. 70T, 727. 747, 757. 777. end 847 Single and Pees a PILO, Gleauxl. and Louvered single and pairs or 12r312025 Yes Yes Yes WA Doors hellew metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 IF D21 4--# Q) C_ � 2 Qi C0 2 U Q o O cu O O O Q O W O U- O .� -� L O O L Q ._ �//�/�� VJ Q E Z Z LU J Cot EVt 73 <� iN f X _L CL T('0 1 I Ll �{ � , y J �� iJ e QVJ C1 .1..! t , ri 0 U O > � LV Cn (D E"allaaaaall Q� n ' W Z to M O CL CL L. ilaaaad O L W C) M s< O L W� Q W Z J Z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation P.C.6 of 9 Florida Department of Business & Professional Regulation Page, at Building Codes and Standards 10512022 Building Codes and Standards 1512021 Product Approval Application Detail ProductA oval Application Detail PW PP .- - - r -^- : __ a s - _.. ... - _:..w.<- - .-.- _ ._�R.c .r.nT ..le i, _4am. .t+ v�,. _ le� : -: .- _�-:•-._ r I= SS Version Manufacturer latiNo contact Enalneer& License Validated 8v ffi � Validated Submitted DataPentlim FSC Approval P4 Approved Stapyg Q& EntltY.g 20& 21, oat, Pendne imx Revision 2020 Th.m TruCorpfsntion St.-J..P.mon LyndonF.Son midi,P.E. Ry- J.KingP.E 1010712021 i39/18(2021 10/13/2021 1ZM512021 Approved MM Version Manufacturer Contact BMIneer6Dcerna j(MlOaledal VMIdelW ✓AbmMM FaCApproval Approved status Category: Exterior Doors (8DO)B43-7628 PE-43400 (813)767-65SS ARsmatlon 2020 PGTlndustres Jane R.-Id W.r,&Dede RCCO -CER 1,6e6-Dade BCCO -VAL lIWfZD20 11A)5MN 1111 V2020 Approved SuloCategory: Swngi ng Exterior Door Assemblies ejaspemorr@thermatru.co Category: Writ- (941)4860100 (786)315.2590 Compliance Method: Evaluation Ral ortlroma In Subcategory: single Hung jrosowsldtpponclustdeex Florida Registered Archaecn or a Licensed Florida Conpuence Method: Cartncetim Merle a Listing om Professional Engineer lL4RSBR28 products FLM2M6t-RI Products tlualnv Assurance Aoorovedfor-Use Aaoroyedfor Use Impact Diehl it" Product Model. Number or Name Quality Asarami Approved for Uu Accraved Product Desedppan t;onratl Etmlratlon bare it, HVHZ Outslde for this 8gesq, 212= NlM2 ggrtgm Pfgsmint $_ X Product Model, Humber or Name Product DMCItDtIW Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 SHs500 (Large Well inpad) Vnyl single Nang Vander 071WO025 yes Yes Yes WA 1 a.Themes-Tru Fiber -Classic and SmoIXh-Star Nomiml68#3988gt1t Non-Irtpact" Opaque 1213112022 No Yee No WA Composite Edge Fiberglass Single Door (Insvnng/Outswing. X configuration) 2 b. Therm-Tru Fiber -Classic and Smooth -Star Nominal 6,8" NondmpacI" Opaque IV31/2022 No Yes No N/A Composite Edge Fibsrg Were Single Door with SideliWa) (InswAnglOuthwing; XO, OX a OXO mnfi9..Iions) 3 cTherma-Tru Fber-Classic and Smooth3af Nominal 6'8"Non-Inpscl8quot Opaque 1221/2022 No Yes Pb WA Fiberglass Composite Edge Double Door Win or without Sidelines (I-tilifOulaver g. XX«O)CXO confguratons) 4 d. Therm-Tru Fiber -Classic and Smooth -Star Nominal 7',08quct Non-l"mat8quot Opaque 12MI2022 No Yes No NJA Composite Edge Flowgass Single Door (I navnng/OutsWirg; X configuration) 5 a Therm-Tru Floer-Classic and Smooti-Star Nominal 7&039.0 Squot Non-] nlpafd", Opaque 12n1/2022 No Yes No WA 6 /. ThenTe-Tru Fiber -Classic and Strewth -Star 7 g. Therma-Tin+ Fiber -Classic and Smooth -Star 8 h Therms-Tru Fiber -Classic and Smooth -Star 9 L Therma-Tru Fiber-Cssvc, and Smooth -Star 10 J. Therms-Tru Ftber-Classic and Smooth -Star 11 k Therms.7ru Fiber -Classic and Smooth -Star 12 I. Therm-Tru Fiber -Classic and Snrooth-Star 13 m. Therms-Tru Fiber -Classic and SmmthSter 14 n. Thamts-TN Fiber-Chsak: and Sme0th.Star 15 O. Therrra-Tru Fiber -Classic and Smooth -Star 16 F. Therma.Tru Fitue-Classic: and Srrgoth-Star 17 q. Th.,-T. Fiber -Classic and Smooth -Star 10 r. Therma-Tru FiberCleaeic ant Smooth -Star 19 e. Therma-Tru Fiber -Classic and Smooth -Star 20 t. Themris-Tru Fiber -Classic and Smooth -Star 21 u. Thermo-Tru Fiber -Classic and SmoothStar 22 v.Thermo-Tru Fiber -Classic and Smooth -Star 23 w Therm-Tru Fiber-Classicand Smooth -Star 24 x. Therms-Tru Fiber -Classic and Smooth -Star 25 y. Therms-Tru Floor-Clossie and Smooth -Star 28 z. Therm-Tru Floor-Classio and Smooth -Star 27 za. Therm-Tru Fiber -Classic and Smooth -Star 28 zb. Therm-Tru Fiber -Classic and 5moothStar 29 za Thenne-Tru Fiber -Classic and Smooth -Star 30 zd. Therrna-Tru Fiber -Classic and Smooth -Star 31 ze.Therm-Tru Flber-Classic and Smooth -Star Composite Edge Fiberglass Single Door with Sidelite(s) (InswirWOuta wing', XO. OX or OXO configurations) Nominal 8'08quotrvon-I mpact&quat; Opaque 12/312022 NQ Yes No NIA Composite Edge Fiberglass Single Door OnsvdndOutsweq: Xwnimurabon) Nominal 6'0"Non4mpaci", Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass.single Door with Sidefte(s) (Ins irglOutawing; XO, OX or OXO configurations) 9 ) Normal 88#39;0 "Non-ImpaaBquot; Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Double Door with or without Sidelines (InswinglOuMatng; XX or OXXO configurations) Nominal 6':88quotNon-ImpacAquct Glazed 12/3112022 No Yes No NIA Composne Edge Fiberglass Single Door OnswinglOutswing; )(configuration) Nornbal 6&039:84,quotNon-I mpad", Glazed 12131r2022 No Yes No WA Cornposne Edge Fiberglass Single Door with Sidelde(s) (Inswrng/Cutswing: XO. OX or OXO configurations) Nominal 6':88quotNon-I mpact" Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Double Door with or Wttsput Sidelines (Inswing/Outswing; XX or OXXO configurations) Nominal 7'08qudtNon-ImpadBquot Glazed 12/31 M22 No Yes No NIA Composite Edge Fiborglasa Sing b Door (Inswng/Outsvong; X configuration) Nominal 78#39',0"Non-Impad" Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (I n"m9li0utewing; X0 ON or OXO configurations) Nloimiyal S'0"Non-I mpact&quer, Gated 123112022 No Yes N. NIA Composite Etlge Fiberglass Single Door onswingfoutswng'. X wnllgurstan) Nominal 8',0"Non-Impact" Glazed 12/31YX722 No Yes No N/A Composite Edge Fiberglass Single Door win S1deINe(s) O nsallrg/Outsw ria XO, OX or OXO configurations) Nominal 8',0",Non-Impact1quot: Glazed 12131 Y2022 No Yes No NfA Cormposiba Edge Fiberglass Double Door with or without Sideliies Onswing/Outs ro; X(or OXXO configurations) Nonlial 68#39:8"Non-Impact8quot Opaque 121312022 No Yes No N/A CompositepigeFberglass Sin leDoorwith Transom (inWqOtnswng; O!X configuration) Notrrhal 88#39;84iquotNon-Impactliquot Opaque 12131= No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) and Transom (InawireglOut-a O/XO. O)OX or OJOXC configurations) Nominal 6g:09qu0t;Non-Impact8.quot Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidetle(.) (Inswing/Out.W ng.. XO, OX or OXO Continuous Hood and Sill configUrstlonN) Nominal 8&43SO 8quotNon-ImpaclS,quot. Opaque 12131/2022 No Yes No NIA Composts Edge Fiberglass Single Door with Sidelite(s) (InewingfOusswing; XO. OX a OXO Continuous Head and Sill configurations) Nam inal68#39,&8quot',Non-Impacl8,quot Glazed 12131l2022 No Yes two NIA Composite Edge Fiberglass Single Door with S Slake(.,) Qnsw irglOutsWrig; XO, OX a OXO Continuous Head and Sill configurations) Nomira188#39:08quorNon-Impact" Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with SidelkWa) (I n.w&ng/OutSWng; XO, OX a OXO Continuous Head and Sill Wrdiguratiora) Nominal 68939;8"Non-Impact" Opaque l2nV2022 No Yes No N/A Composite Edge Fiberglass Door Panels with Vented adelte(s) (til-ng/Oulswig; XX XXX or XXXX onfguratons) Nominal 8'0 "Non-Impact" Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (InswnnglOutewing XX XXXa XX(X config..b.n.) Nominal 6&039;8" Non-Impact&quet Glued 12f3l/2022 No Yes No NIA Composite Edge Fiberglass Doer Panels with Vented Sidelite(s) (I nawnnglOutswisg, XX XXX or X)QX onfigurations) Nominal 8B:0&quct Non-Impact&qunt Glazed 12I3112022 No Yes No NIA Composite Edge Fiberglass Door Panerswith Vented SicINWs) (I nswing/Outswing; XX XXX or XXXX mMguratons) 'N n-I 6 u t GI Nomlral6':6 ua, o nlPacf q o . Glued &Q 12/3112022 Na Yes No WA Composite Edge Fiberglass Single Door with 3',0 adelke(s) Onswing/O.tsWn XO. OX or OXO Configuration.) Nominal W039,8&qurot Non-impaa8quot Glazed 12I31/2022 No Yes No N/A Comporile Edge Fiberglass Double Door with 3'.0 Sidelitee (I nswinglOu(swing; OXXO wnfgurabon) Nominal 8ff,0&qu&,Ncn-Impad&quok Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Single Door with 39#39;0 Sidell t(s) (I nswnnglOutewing', XO, OX a OXO C flgUrebons) Hornesal8':0"Non-Impad" Glazed 12131/2022 No Yee N. NJA Composite Edge Fiberglass Double Door with 38,tM:0 Sdelitres (In wmg/Outswing; OXXO configuration) No nral 7&939;08quot,14on-Imped8quot; Shaller 12/312022 No Yes No NJA S.-Camp-de Edge Glazed Fiberglass Single Door with or without 1':2 Sidelle(s) onswing/Outowing; X. OX XO or OXO wnfigurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail PP PP Florida Department of Business & Professional Regulation Pagel .(I Building Codes and Standards 1f32021 Product Approval Application Detail n a - d 4 ': _ :l - k uf, y :.-dam >I�1.�, -. . 999 Entry.00 2d& zu 21 t I= Version Manufacturer contact EnWn-91.Icense Validated D, Vdldtad submitted FSCApprovat A,-,d Rlla Affkmerbn 2020 PGT Industries Jr. Rosowski Miami-Datle RCCO -CER M.TLD.de 13CCO-VAL 1imm20 11/05M20 11/11/2020 Approved Catag.y: W ndow5 (941) 486-0100 (786) 315-2590 Subcategory: Fried jrwowsklgippindusmes.o Compllava blamed- CeriH,abor, Mark err Listing .b PtA243424 Products Wtlily Assurance Accessed for Use Approved la U, riy Patti pMam it" Product Model. Number or Name Product Descried- Conrail Erpirelion Dole In HVHZ dlddv HVHZ 11salialiall Preswn 5 PW-5520(Large, Missile lmpecti Vinyl Fked Vindow 4141W2025 Yes Yea Yes N/A Florida Department of Business & Professional Regulation Page I Gil Building Codas and Standards IfOf1021 Product Approval Application Detail r v �.. ..-c.. s__rT. c>: tx.. -.-. �<. _ -,.h.- _Y1fY,-'-_ .-r, ,...... r -.t ---] -, .i_ry5`�.,,_.-= -..- .�� ,15_s= 5344 Endv or pee Data Dale Pandlno gq Twos v-- 111-ficturx t Endreeer&Uranse VndeledIN Ydi elm Sli4ID&149 FBCAm-dal A -sod Stoltts Revision 2020 James Hardie Building Products. Inc, Chad Derck, V. Andrer. Tan Jahn Southall, P.E. o11052021 ID142020 ollowo21 ding F8C Appn Category: Panel Wells (909) 545-835D PE-81682 i'352)367-2526 Subcategory. Sidng ched,dlemke�arresherd Compliance Method Evaluation Report tan a emm Florida Registered Architect or a Licensed Florida FL#13192RB Products Prafessionel Engineer SM a Product Model. Number or Name Product Dirscrldbn Quality Assurlrscl, Contract Etlorazlan 2" Approved for Use Appoved for Usa In HOC out" him Inflow Doolor Resistant Pressure 1 Carplark Low Siding iher-cement Isp sting 1MI2= Y. Yes NIA N/A 2 Hard.Plenk Lap Sding Aber -cement rep siding IV312023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pagel or1 Building Corks and Standards 152021 Product Approval Application Detail P r� : -�_81. -.s,- V' i er tY 'S.. `!` vaL C 2 J "*. - E+a -ls a � 1wrK eY 9 d g ?s%; s -."T -- 1 �, , t .y 3t ti Y 1- 1. 1241 Entity or D_ae Bib oat Peiidn o OKe_ I= Variation llaoaftrdNLla Contact EndraerdLicernf VaBdolad av 1CIEgalg Egg„idel FSC Approwl A,-uW i&ahl Revlsbn 2020 MI Wndo,vs and Doors &ant stinger Amercan Arch Rectum) Steven M. IAlth. PE IMSM20 lome2020 1WSN20 Approved Cat.gory: Widows (717; 385.3300 Manufacturer, Association i. 717)31 T-8454 "Category: Horizontal Mid. b0irgeronnivrd-com Compllance Method Cantleatlon Will or Listing FLSl53M4s produds QIWttv Assurarsce ArnrovefiferUae AmrOVed nor Use know Down!) EPI" lr29uctMm4.fkmheraNama prodctDescription Contract Eurkaficni DA, 13I.HV%Z Outside HVHZ Resided ireAMia 1 HS 188 Fin and Flange Frame 7342 In-W,d Giles 02/162024 No Yes No .5u-55 Florida Department of Business & Professional Regulation P.O.I art Building Codes arid Standards 1152021 Product Approval Application Detail a 1 .-_ s.," �_y� -.-. .�_,:_�- -.-.. ._.. z.r Y .._...:k .� :....h.--:.rx:._.:.--., �-� �, _�'- -.::�' .t1,`: y- _ _ r ,�.-,_ _ -z., i'n C&h Entity or Pats wit 09,Rend- 2" M:gA Version Mamdactum capaseL Endnear&Lkense Valdeled ay V,katd submitted FSCApproval Motored 2LIW. R-ai., 2020 MI Wndovn and Doors &ant Siting. Lunt R Loners, PE Steven M, Uri., PE 10/06/2020 10/06i2D20 101102020 12/1512020 Approved Category evinda- 017) 365-3300 PE-62514 (717) 317-6454 euhe"'O" : Wo" bNfiklgera rriod.corn co pihnw Method: Evaliatlon Report tom a Florida Registered Ach8ecl ors Licensed Florida Profees-al Engineer EaaB preduct MOM. rdmher a 11artw GuetlLVAafu Ayaowdf,Us, CaNred Exorapni pate lot AcavOVW KVKZ far Use know pMYon Filament iBaAMrza 2 570, Verses! Auminum WIN. 12/512024 No Yes Yea WA Florida Department of Business & Professional Regulation PW 2 are Building Codes and Standards 10A2021 Product Approval Application Detail -: _ Y'-ter- -: tom. .-.s•..s.--_... �[. g' -. - - �-b_: _. .. �i`.,-,V.. :�<,--�_f�'�'�.'- ":.--.'_d-. n's. ?c ,..�.-,Y .R,tYf...,S:. cs-a?Y'.�c ~4 - s-_'af 1.94e Entity or 2 a 2n R3tffitsoa 21 t: Mg Ltg g] ManWe4lurer crystals Ml,er Enal eolueValidated By Validated b $nYW roMmoya FBC Appval dg Re islon 2020 Allies Nick Thompson Lyndon F. Smmid, P.E. Ryan J Klno: P.E. 02n5/2021 02,152021 02222021 04/132621 Approaed Category: Panel Walk (330)922-2389 PE-43409 (613) 707.0555 subcategory: Soffits nthornpem@alsidircan Cortipllar a riastl : Evslumorl Re Pon from a FI.Ade RegiakredArchitect ore Licensed FI.Ad. Prohosbnel Engineer F LO1527&RS Amounts Oaaity Assur A--W for Uae Approved for Use kDaed peal awe Product Model, Number. Noma product Drescndlon cabal Expiration Mips In HVHZ Duili HVHZ lraetetart Pr -our. 1 a &qua2T" Sofa Vent or Sditl Vinyl Sea 1N312023 No Yes Me WA 2 to, &qudAlbnce T&qud. Sarl Vent err Sold Vinyl Sara 12J312023 Me Yes rip IVA 3 c. &quct;Gre.bnw Vintage Beadeda iM Sofa Vent or Sold Vinyl Sore 1213172023 No Yes No NIA 4 d &Pid:D5&Wet; Saint Vent. Shcd Vinyl Will 3 No Yes No NIA 5 e. &qud;Charler Mkdquot; Sort :2/3/21 Vant. Sold Vinyl Soft 2/31 Q023 No Yes No NIA 6 f, &quctSuper Span&laud, Soffit Vent or Sdid Vinyl SdR 121312023 No Yes No NIA Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business & Professional Regulation pearl of I Building Codes and Standards 1ms•2021 Building Codes and Standards u8r 021 Product Approval Application Detail Product Approval Application Detail _. i7�,�:, .tar - :e - `t.:- �' *"*-)I, w is - t -�-.- ,. ._-. -._. 4�n•..zJb ..flz"t.._-_... .-..�. 5R'� .. _..-, _ , .,... � f _ � '-'4. ..--«-e ter ,i a�_„��..-_.�_ ...rr ,. _ - ..:- .+-, vs _ _. >J-, ...:-� 3-' -� __-x.-_. i 2� Y �3 _ - sr ,. - < .,.. .......,, ....,._,, ,..... ___. <.. .._�.._....,. ,.. ___.. r _ - _, ._ , __. �. - 3v--,- ;-'±fit' x._.�^a ,. Sxgt Endr or 2& Jog DA, Prod, 'WA r C& Erma, 4L 129t rate Dal, PWAM �e M(la Version Manufacturer contact Egglorat,A U-g Validated as Validated subarlithn! FBCAmrovd A,,-,d a" 11M Varmnn Manuraeturer Cnyact Endrr•rd Llunsa Ve6dtled ey y.N".d Submitted ERC Atsrwal Apgaytg R.-ion 202a TAMKO aulding Prowls LLC Kern Eden Robert Niemnen John W. KnazeNch, PE IGM4/2020 09,29202a 10,12,2020 12MSW20 Approved R.M_ 2(120 L V. Thompsm, Inc. dais Thompson Architectural Tony Christman Zadtary R. Priest Steven M. Uflch, PE 09n72020 OW182020 0g222020 12J15(2020 APM-d "Wary; Roosng 017)824-BW PE-59165 i054)772-6224 Morals CompinylTAMCDI 4613)248-3456 PE74021 (?17)317-8454 $=Category: Underleyments ke n_edm,Qumko. win CMegory: Rooting IanyaporkeletroaMacom Compliance Method: Evsluatim Rcoot tom . Subcategory: Rooing Accessories that are an Florida Registered NchitM ors Ucrosed Fl.kta Integral Part ofthe Racing System Prdes al Engineer Compllanee Method Evaluation Report tan a Flod,b "Cleared Architect., Used Florida PLO 23"Ill Products Professional ErglI sw # product Model. Nanbar w Narm Q,Wfty Assurance Acerowdfor Us, ANLOsedia.yil product D-liglim Conrad Eask iar Data in HVKZ Outride 1aQ@At cook, HVHZ R.,llgtient lonefor - FLMM"3 produces (LRIM Assurance Approved(pr Use Approved ggggcj Mellon 1 TAMKO Root Underlaymorts(HVFg) RodundedaymmU for use n F BC HVHZ 062912023 Yes No NIA WA sw N IAvtlnd Marts. Nameer or com. Prerlppt macridian HVHZ in HVHZ gllfeMa.11lQli ", i1aAtFlata 1sdAMld )unsdonors' i TAMCOFIa Top0lFRldge Vent s4th Bone tot Tie 20 ga. s4a11crogf-blid. ellh bete OM2026 Yes Yes NIA WA 2 TAMKO Rod Unded.ym-11,(NON-HVHZ) Rodundedaymmts for use In F BC non-HVI-9 06292023 No Yes NIA WA 2 TAMCO Omaeneck Van 26 ga. 09'0g2026 No Yes NIA .0/-52.5 )urisdalons. 3 TAMCO OR Ridge Roof Vart,Mth Bare 26 Oa- state roofvetifilata dri Integrated bare 091082026 Yes Yes NIA WA 4 TWO Round Top Oa -Ridge Vent with Baffle for Tile 26 ga. static roof veriblator with bare OSPo912020 Yes Yes NIA WA Florida Department of Business & Professional Regulation Pe9.1 d, Building Codes and Standards WWI 3/15/2022 Product Approval Application Detail FL#52WR31 Code Ent&o 2912 t23i4 = �e Status Ty-M Yerslon Manufacturer Contact Engineer & Validated By Validated Submitted Pending Approved Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W 10/26/2020 10l22J2020 FBC 12115/2020 Category: Roofing S9542331330Smalpe,rt@polyglass.com Robert Nieminen Knezevich, PE ARRIDy t Subcategory: PE-59168 (954) 772.6224 11/01/2020 UndenaY ments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLJt625li QualdyAseurance Approved for Use Aorlrovodfor Uae 1MRAd Deal Saq# Product dopier. Nurnbar or Name Product Descrl ion Contract Elmtration Date Ill. Outside HVHZ Resistant Pressure 1 PoiyglassRoof Undedayments Rooingundedayments IW2112022 No Yes WA aN1A/-6225 1 Pdyglass Roof Underlayments (HVHZ) PoyOlass roof undenayments for use In FBCi2R3Q023 Yes No WA N/A HVHZ Iudsdictions. 2 Poyglass Roof Untledayments (man-HVHZ) Poyglass roof ulldenayments, for use in 12/2312023 No Yes WA 4N/AI-622.5 FBC non-HVHZ )udsdictlone. 1 Poyglass Roof Unoedayments (HVHZ) Poyglass roof undenayments for use In FBC12/23)2023 Yes No WA WA HVHZ Iuriadichoris. 2 Poyglass Roof Underfayments (non-HVHZ) Pdyglass roof undenaym ergs, for use In 12(23/2023 No Yes WA +WAI-t622.5 FBC non-HVHZ judse ictiorts 1 Pol a Roof Underta is HVHZ lass roof underla ants for use In FBC12R3f2023 ss en ym Yd Ym (HVHZ) Yes No WA WA HVHZ HVHZ predictions. 2 Poyglass Roof Underlayments (non-HVHZ) Pdyglass roof undenaymems, for use In 12123,=3 No Yes NIA +NIA!-622.5 F8C non-HVHZ jurisdictions. 1 Poyglass Roof Underlayments (HVHZ) Pdyglass roof underlay rents for use In FBC12/23,=3 Yes No WA WA HVHZ iurisdictisms. 2 Poyglass Roof Underlayments(nen-HVHZ) Poygloss rod undedayments, for use in 12123,=3 No Yes WA +WAt-(3 Z F8C n.n-HVHZ jurisdkxiats. Fbnde Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 d 2 105r2021 �Tt n[ ,94TNF - .:,Y' �� Ts `f�+ 1, .. , .> .... , - .. d.. ,,_ _ _.. ,.. .,,-5«y .'�i� _, . _ _. 9.9* Entity or Psis all lists, pendins, Pals MW Version Manufacturer Caviller Emiuer A. License Validated B. Validated Sultarlibril FBC Amrrnal Ag-Agg status R..- 2020 MITak Inc, Erin Walden ICC Evaluation r-Ace, LLC ICC Evaluation Service, OB/I12021 pen OW21 0e112r1021 Approved category. SnMurol componerits t952)698-8635 LLC Subcategory: Truss Rates -Iden@mil. com 1705) 599.9900 Complllnc, Method: Evauatim Report from a Product Ewli atbn Entity f Le2117.Ra Prod is $Bra R Prmret Model Nmh. a Name prodt Dascnptat Quality Assurance Conrad Ekctratlon Date Approved fa In HVHZ Use Approved for outside HVHZ Use ImpW It"Wag 290M Pressure 1 V1801HS is Ca. high strength truss connector Plate 12A12022 Yea Yee NIA N/A 2 M18SHS 18 ga. super high strength truss connector plate 12/312022 Yes Yas NIA NIA 3 oils 16 ga. truss amnsctor Oat. 12)312022 Yes Yes NIA NIA 4 MT18MS 18 ga. high strength trussconnadorpets 12131=22 Yes Yes NJA NIA 5 MT20HS 20 ga. hlCa strength true eontedar plate 12131M22 Yes Yes NIA NIA S TLI6, M718 18 ga. buss evened. plat. 121312022 Yes Yes N/A WA 11.20. MT20 209a-truss cmnecer plat. IN312022 Y. Yes NIA WA t a -: ,_ - b ., ..cox _...�- ... - ,� _ .-. �., _ err.. , _ _ ... ,. _ _. _ ..._ .. � :.,. _ -, .... ., _.. '- -_ _ _. _, --_ _ �-_ - -. .. � .. n- -.. Code &my10 291 099 Deter pondpp Core must Version Manufacturer ionded! Ens- &License Validated av Validated Submitted FaC Aoo-I Agglygg rya Revision 2020 Lemance Katrina Jdley James L eucknu, P.E. Steven &1. Unch, PE I1232020 1123M20 11(M020 ding FBC APR,, Category!Rooing (501)983-6163 PE-31242 (717)317-8454 Is SCaftoi Reelingce ng Ac-ir that Me- klelle)aloranco com IntegralPert oinhe Rodlnp Sysem Crrrpliann etathad: Evs0uflion Report son, a Florida Registered Architect a N Licensed Florida Professional Engineer F u1]202JM PrneAers I, W Product Modal. Number or Navel, Product Dericricticin QuaatvAauraNa owed AAppf 10-d)LM f. Use Aoaolreo for ova Outside HVHZ )Dp3gt D"M RoslAan )Ao.frao 1 Deck -Air' DA4 or TRI-Built Deck-Ar DA-4 Lw• profile, Polypropylene Plastic Rod Vent 1&102025 No Yee No •97.51-97.5 Mechanically Attached to PWwd Deck. Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1125rm22 Product Approval Application Detail a e f t - l Se. ;i-. 4 ,, Y /B '4 Y- f >iu r x Y., := .�`._ -. > ... -.t.y. _: �- . x=Y _ ,' - Z .� ,..� . , .,.,, -. -vr _ --.. _ .do-; -_..-._ ae-q Entity or 21A I11ft Date Pending Dog T,sp_a Version Manufacturer contact Engineer &Licensli Validated By Validated Submitted FBCApp.-I Approved statue Revision 2020 All American Shutters and Glass Mks Barbieri Frank L. Bernardo, P.E Troy Bishop, P.I- 10128l2020 101152020 11105/2020 12/15/2020 Approved Category; Shutt" (561)712-9W2 PE-0046549 (954)947-0580 Subcategory: Storm Panels mikebCiallamrioanshune Cempllance Method: Evaluation Report from a mcom Florida Registered Architect or a Lcensed Fbrida Professional Engineer FLIM Yetis-R3 Products SQq A Product Model, Numb" or Name Product Dos:criotlon Quality Assurance Approved for USL AooroveciNor Uae Contract Expiration Date In HVNZ Outside HVt1Z )allay( Resistant Design Prasaura 1 24ga Galvanized Steel Storm Panels 249. Galvanized Steel Storm Panels 12/312022 Yes Yea Yes WA Florida Department of Business & Professional Regulation pegs, dl Building Codes and Standards 0/14rMl Product Approval Application Detall 4 €{ a = a< H } -c s's%ti � .. i,, , �i, Y•,. .. 'is. _ _._ ic�5 _ _ 1 ._ ���s ._ � -. _ era „ .,-._ _ �2At"T. GM Entity or Rita 20 Get, pandinto 2dg me YerslanManufacturer f9ffia ldtmlt4 FBC Approval Approved 41Atge R.11W.n 2020 Weyerhaeuser Rob Bddwln ICC Evaluation S-41ce, LLC Im Lehrer, P,E OZO22021 10n 312020 02/WV2021 Approved Category Structural Compose Ms 1253)924-6478 (008) 839-3288 aWrCstegory, Engineered Lumber RebettAirld,trM-yarta Camilih n Method: Evatuelim Repo" from a euser. ion PI.M77.1111 Product Evaluation Entity Products Quality Assurance Approved fa Uses Approved fa ufe Iumi pip sea 4 Prodw Model. Nmperor Rama Product Dwflonon Contract EIMIrdlon Mt in HVHZ Outside HVHZ Resistant piressuap- 1 Microlem, LVL Laminated Veneer Lumber 03nl2023 No Yas N/A N/A 2 Parellam PSL PenaRel Strand Lumber 03/31(20n No Yes N/A N/A 3 TlmherStrand LSL Lilmrieted Shand Lumber 03nl2023 No Yes N/A N/A 4 TJ Pom Board Structural Composite Lumber a oriented Strand 03131W23 No Yes NIA NIA ooard Rim Board 5 Way. Buser Rm Board Oriented Simnd Board R'm M.rd 03/312023 No Yes NIA WA Florida Department of Buslness & Professional Regulation P.C.1 at Building Codes and Standards 16r2021 Product Approval Application Detail PPr PP Florida Department of Business & Professional Regulation Page I nr2 Building Codes and Standards 152021 Product Approval Application Detail PP PPI �_ s T� -:++sic ay 7 - <� 3 W t - i' v-ts: F mkga 3flailgD Mxwfadurer Entity or _ - 2dt . 20 Date Perrone Ala - - EnameraLr,em. vaammeev yy Submitted FacAmrewat A-vad status Revlsion 2020 MI 114ndoir-c! Doors &ent Sitllrger Amncan Arch it.W.l Steven M. Urich, PE 1122J2020 11222020 1128/2r120 Approed Category: Whdos/s (717)365-3300 Manufacturers Association i,717)317-5454 Subcategory: Filled ositlngenerri-d.c.n Compliance Ml,thod Certf anon Mork or Luting EL0115]e9R14 Reduce 916LUASBLL c=_ Aoprnved for Us, Amrnvdlg Me )01111"i ngsw Am Product Model. Number or Name Product Desubibn Camxt laptelbtl Date In rKL 11t Out" riya Krislinarritheseura 1 181 PW "s 72 Insulated Gdass 04M202S No Yes No .6a-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.1 .r 1 t erd)21 { .rE.-•-ate � il , Blum Enbtv m pill! 29A Data le ndlrso pBA Z= Version Manufacturer egg Endnaar&Wants ValidatedBv Validated submitted F13CAwravel AloroYA am Afimlatim 2D20 PGTlndustri. Jens Ros-10 MI." -Dada RCCD - CEP Miami -Dade SCCO-VAL 11M2020 11 AD-VA20 11/11/2020 Approved Category: Wndows (941)486-0100 (786)315-2590 Stbcal.s.ry: 4luklms IrCawsistoganduattles.c FLOIC61 Compliance Method: Cerineallon Mark or Ltafing R13 products - Stall product Model Number . Mama Product Descretlon Draluly Assn- Approved for Us, Asoraved for use Imeact Does - Cortran Expiration Dab In HVHZ Outside NVNZ R"M;" Pressure 1 Muatns to Al Doors and Winders Aluminum Milli 05262020 Yen Vas Yes WA Fonda Department of Business & Professional Regulation Pegs, d2 Building Codes and Standards 1/5=1 Product Approval Application Detail Z" . x :: - hx. Y. _ _ s. - s' a4 e rn t" s-?:m act-' c°' 4 - t e K c� ) ___.�,_� o-._-- - .'K '.- _ �"-x._��,--_# 1. `+_. .. .,�. t:.-.. -_._-i ..�.. :.. _ ._: _ ._. v -,,,..:.ham. `�.. .-., k _ _- ,. ... _-.- '__.,, - G>tti...-__. Ertln or pat ➢Ms WLEirOdnd 292 TV- Version Manufacturer Callao lbialnear 6 OcerNa Validated 9v VB(dattQ 3LlbmNto4 FaC Approval ApggygQ 3W1Js ReAs in 2020 GAF Mlmeel SOeh Robert Miami ... John W. "etewm, PE 0926/2020 D9212020 10N22020 12/1512020 Approved Colegay: Rooing (600) 7063411 PE-59166 (954) 772-6224 Subcategory: Asphalt 5hingim .vtog gat.com Compiiolnea McNud: Evalualm Report from e Floida RegW..d Architect or a Licensed Flbnds Professional Engineer FLPIM24R29 products AMA Peet Modal Number or Name Quality Assurmce Prod ct Deecrl.don Centred E.Wallon AlmrovW Date in HVHZ for Use Approved for Use Chrdda HVHZ Impact pedw Resistant I GAF Asphn Roar Shingles Fb".. reintaced 341hb. I -noted, 5-teb and 1 N7S2022 N. Yes NIA MIA 1,P4ldge asphalt shki Fonda Department of Business & Professional Regulation Pagel a, Building Codes and Standards tr8r2021 Product Approval Application Detail i•F-- � rs ,.i F- Ss4ffi EoaK.g 2" zu Dee Pond- 292 TV" Var=ion Manufacturer Crated endkrw A ucwse Validated av VmrWed &A-Mael PW Ammwr MWosad elatus Revision 202C Fronde Metal Products Inc. Cl. k Janes Junes L. Bucker. P E,Q Steven M. kind, PE OW7f2D20 0925M20 101042o20 12/1ter2am Apprd categoM•Roptng (904)7834400 CSUCK Eng:neerng ,It')317-8454 subCdegdry. Rooing Accessories that ere m .lark@eamco.cam PE-31242 Integral Parttithe Reding "am Compliance Method: E,W.Mim Report from e Florida ReglatereciArchitect or. Licensed Fiord. Professional Engineer PrmWds F LN215M)_R2 $ ality Assurance Approved fa Use Approved fa Use Impact Deal - Oka Aoduel Yodel. tdartsr a Mary ptgQJrj D•fendian Cortrrl Emrration Mrs In KVXZ outside HVHZ Itsongjdg Pressure 3 3- FLAMCO &quor:RV 10 Ridge Ven6quet, Auminum Ridge Veins la pitched rook fabricated 1 N31IM4 No Yes No N/A from 0.025' Aluminum Florida Department of Business & Prolimlonai Regulation P.O. 1 or 1 Building Codes and Standards 1252022 Product Approval Application Detail n -y1 � Yc r x� r% B .sti�+r,`-� 1�, �- T r F< .-, .,..- , �,r � x. __..n�sr-,.:�:f.-.��-.-:r>.. i:,. ,::_, :w.. Cam:. '�`- �,�.. ._ a.,.�_.v� �` .._,... 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Evaluatlm Report from a m Compliance Method: Evaluation Reportfrom a Prodrd Eveluetfon Entity Florida Registered Archtoctora Licensed Florida E LfrteaRi2 ProductsProfessional Engineer cuelev Assumes Approved for use Approval! returns Im m &AM F1J61507"S I Products Effi@ Prmiel Modal Number or come product ersCll-tlgD Cab ad Exeiretion Oat• iLlilalZ Oulsl de NVNZ ltl PJA Quality Assurance Apgrovted ter Use Approval ter Use dm2at3 REEda6 16 Seamy- Shake, Sate, Country Siole. Spit Old English Prdil Filet Prmle -Denver, co 12l312020 No Yes MIA MIA NJA I Sees Product Mgtlel. Number or Name Prod ugt DBaerirRbn Contract Expiration Dace In HVHZ HVHZ Resistant Pressure ThaiLamp; rnpad 1 20 Gage Gelvanized Steel Storm PanohuHVHZ ComuDaterd Ge"rived Steel Storm Panels retained 12131 r= . -- Yes Yes Yes NIA 17 Sammy 600-State. Shelia &emD: Split Shake alar Flat Profile- CA 1 No Ye, N/A or not by tracts to provide hurricane protection. 10 Saxony 600-State, Shake aemp; Split Shake Flat Profile - Rialto, C CA M12020 12rd12020 No Yea MIA MIA WA 2 24 Gage Galvanized Steel Storm PaneIs NHVHZ Corrugated Galvanized Steel Storm Panels retained 12l312022 No Yes Yes NIA 15 Saxmy ifXl- Shsks. Slate damp: SItH Shake Stoco, Flat Prrstle-Stpcklm, GA 12/312020 No Yes NIA NIA or not by tracks to provide hurricane protection. 20 27 Seam 700- Sheka, Slide aemp; Spd Shake Tia Espana1Bra-,alma Flat Profile - Rieko, CA High Probe - Katy, TX 12r31rL020 12/312020 No No Yes Yes MIA NIA MIA NJA 28 Vile Loss Praia - Katy." 12/31=70 No vas NIA N/A Florida Department of Business & Professional Regulation Page / di Fonda Departmert of Business & Professional Regulation P.O, d1 Building Codes and Standards 1rl2o21 Building Codes and Standards lr',D21 Product Approval Application Detail Product Approval Application Detail -_, 4 , P f - .,.: i yr x t -� •, .... _� :'.zl,.r� .sr<_ � 7-�......:€ :- f,ae_�-�Yx_�-_ �.."'i.- i 4 .ii .. +a ,.__'_ _3 _ >a ,:,�>`.. _, _. .._. _., , -._ .. _ y ,3- y rz..., >„ .>_..�. � _.-. .. rs�, . Qft BigN or tag 4tg gaze Paldno 292 Moat Moat Vwsi " Manufacturer cgayty[ Enainsar a upoma Valuated ay y)Badeiag subm1w FBC Approval Aggagyyg itaad Revision 2070 Moiris StuartLewis ICC Evaluation Service. LLC WtIam M. Rallied. PE loal20z0 1 W220 20 IlKWO20 11b6t2020 Approved eaownin Structural Cone-imc. (321)710.337T (407)eal.1917 Subcategory- Truss Pates s1aMs@epn.4.- Compllai.e Method: Eveluolim Raper) from a PL*Ioe8-R7 Pr.dud Ewluatlpn Entity prodnas Base Product Model, Nmber or Name Product Description Quality A-Mrsee AooraeW torus, orMact C1Mlralon Date C In 1�13 A-,,s,d O1nMM for Use Inured Deal - HVHZ r tip titrAlis 1 ITW BCG/Alpine Holier Strength (H Unipl 8) Metal Corniest. plate 1 N312024 Yes Yea MIA NIA 2 ITW BCG/AJpine Hinge Plate Metal Connector Plate 121312024 Yes Yes MIA NIA 3 rrvy ECG/Alpin. Trulas foetal Corridor Rik 1 Zr112024 Yea Yes N(A N/A 4 ITV BCWAskrs Weve Melel Corrector Rent 12/312024 Yes Yee NIA NIA Y � L S -S r,2i f+� ,�C R" - 4 .; F � 'rs � s � '� x s � , a a- ..... ova%, .-F . , �.Y � r 1^ q-- �.. .r:, _.., -.aisc�s ,.S 6- _<rlm.. .._. .,.'�' :�F:- a- _:.,>. wyrr, �..:` .. J�a ,,, ._b-_ ..� _,� _..-.. - ._ ;-. .._.... L -r �. Sr44e entry or sae 2m Dal, pyndrso go .11M y-cm Manufacturer Contact EnWnm d LJtanea Validated By riggNa4 rSubmilbed FBC Ammval Apolitical! 21,11111 RMaim 2020 Cleve rerdal Concrete Proeuae.lric. Roden GlNs Samuel A Greenberg John Hoy 12/162020 12/1612020 12292020 ding FBC Appr. Category. structural Components ml 3) 650.3707 PE-34245 (352) 588-1311 Subcategory: Products Irdroitucad as a Result of p-atgetorillyelroo.srom NaA-Tedlnol.gy, C.rplla ce Method: EYatuMim Report horn a Fl.dd. Registered Architect . e Licensed Fierce Prdes mW Engineer P 01774mIN Rodusts Quality Assurance Approved Nor Usa Approved Nor Use impact ggper, Seto # product Modal Numb" or runes product DeacriMlon Corxrad Eminllon - I In FINiz outside HVHz lit4l>tl pressure 1 Quality PTec.9 or Co.-CI&I Concrete Products Precast and P 11-d Concrete Lintels 05I252024 No Yes NIA NIA Florida Department of Business & Professional Regulation Pager I of Florida Department of Business & Professional Regulation Pagel 02 Building Codes and Standards 117/2D21 Building Codes and Standards s21fro21 Product Approval Application Dotal[ Product Approval Application Detail z Y �, as ,cC : d � c^•,c x z r s 1 ie4 :•m �.. Vic. �'l � �• a1i. � Y b,>:,:. .:, _ _ _ _- .. �3'. � v ten._... - � 5 l'�' �C: � i col,..: ,. -. �r + 1 ..:... -' = a n e ,- - 1 , , +:: < _ ., u. -,, , ,'8 � - -_ c3 ) u _ i> a_ : t �-, n•>.-, nr>'i ,�.�.. sr . -. �' -- v _. _ . h _, .._*#-. 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Nee Technology Comiltance. Reporttorna Fiends RNeMred g.ed11 Conplknee M<Ihed: Certification abrk or LIsto9 Fiends Registered Arehtett. a U-sed Fl.Ida Arhdact c,. fluti3 products Professional Engineer A" a sproduct Model. Number or Name 2LON LAINIAM A Product Descrbtbn Cpsraa E}mlratiw Dee In Aooroved MVXZ for use Impact Do,-FL/te544.R5 Outside MVNZ R.elafa¢ PPjgtglg products Hd1 Stratton, centrals Lnteis 4. 6, 8. and 12 inch wide Wall05212022 Yes Yes MIA WA silp Roducl Model. Number Hama Quality Assurance Appfowtl (or Uae Approved for Use Product Catenation Cnmtract Exolratlm Date i0.KvMz OWetn1. HIMZ Imply Rent itaatglA I Alpha Aurrgnum Sold damp: Vented Aluminum SorU Alpha Aluminum Solid& Vented Aunnum Omf3012023 No Y. No N/A CMU 6amp; Wood Soviet, Cm aemp: Wood March 15, 2022 _6 -0 N (D U) -0 Ca > (D = }l, U L W `v � -= VJ a^1 0 O ca. -2 � W 0 U_ .D -0 0 L -0 . = V 4 Z Z W J cV \ r -- L.:� C--J I`_ , "-t ) k-1 CL (r-� ` -.) Ci ( L_ ') Z ^ � _M V Z. v h I,- ` - () 'I .r_ - V) I.... v.) . te i, N AA'' W — irff�� 0 =c� _w - .Q ¢ C C 5 L13 0 0 � J U a-, L ¢ 7; ` -� L.. TO ^ V W / 14 L (1) -6--a 0 IN Z cn � M M > O L.M. CL O CL L. ♦J U O L� a- ' n W U M m =:3 Q -10Class O L LU 2 Q C C ii W Z J Z Q J (Z SHEET NO. PA 1.1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r02020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3072020 ®For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals fisted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mail -Dade County Notice of Acceptance INCA). CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA). CLICK HERE. • For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA). CLICK HERE. FL#2355-R7 FL#10446-R6 FL#10456 R3 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8' to 3- 9116" and heights ranging from 4-5116" to 11" Concealed flange a Y ii Product Model- Number or Name Product Description Sep # Product Model- Number or Name Product Description $S9.lf Product Model, Number or Name Product Descrotion version (HUSC) available for models having width squalto or 1 Titen Stainless Stael Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A35. A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9/16". 2 APA21: APA4, APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 3 AP844, APB44R, APV666, APB66R, APBB$ APBWR, APB1010, APB1 DI OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, C520, CM Coiled Straps 5/8" and heights ranging from 9.1 /4" to 16'. FL119589-RB APVB44R, APV666, APVB66R, APV888, APVBSSR, APV61010, APVB101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJ72-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressiontTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Aga # Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate fie 15 LUC28Z, LUC21 OZ Face -mount hangers 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH4e, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Hl, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 2 SD9112, SD9212, S010112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APV74, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTredown 5/8" and heights ranging from 3" to 10-15118" 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5,50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858. SOCF2210114, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS23-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF221334. SDCF271968, SDCF272358 9 CBT2Z, CST4Z Concealed Beam Ties 11 HST2, HST3. HST5, HST5 Straight Straps 118" and heights ranging from 6-15116" to 19-10 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z, CJT5Z, CJTBZ Concealed Joist Tint 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 OJT14 Deck Jost Tie 13 HTSQI 6KTZ HTS020KTZ Heavy Twist Strap 21) SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400, SDHR27614, SDHR31400, SDHR31014 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Slop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9116' and heights ranging from 3-1/1 W ito 13-3/4". 7 SDS25112. SDS25134, SOS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULG) available for all double SOS25500. SDS25600, SOS258W 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps ZX and 4X models; only acute flange is concealed. 8 SDS251126S, SDS252OOSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floordo-Floor Screw 16 H2A, H2-5T, H8, H10A-2, H10S, H14, HGAI O Hurricane Ties 16 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-RS 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps JW Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6663 Pre -Bent Straps Sea X Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS9O Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-W16" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwstStrap 1/8" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BP1/2-3, BP15/8-2, BP5183, BP314, BP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2%2, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8.16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW112, CNWS/8, CNW314, CNW518-112, CNW314-518 Coupler Nuts 25 LSSRI 81, LSSR21, LSSR2 37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevvable Hanger 27 RCW612, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66.. 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 1-1/2'to 3 CTUD98, CTUD99 27 ML237, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dowel 30 SP1, SP2, SP4, SP6, SP8 Stud Plata Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTU03, RTUD36, RTUD4, RTUD4B, RTU05, RTUDB, RTU07, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU2ID, MMLU1211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW35 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-117', 10 URS3 318" Uplift Rod Run Todown System 32 RST-3 Roof Tie -Down 34 TB20, T827, TB30. TB36, TB42, T848. TB54, TB56. TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-516" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC222, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB1Q TW812, TWI314 Wall Bracing 1/4" and heights ranging from 11-114" to 37' 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, OTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC37. TJC57 Truss Jack Clips 37 WB106; WB106C, W5126, W8126C, WB143C Wall &acing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1J8" and heights ranging from 11" to 32'. FL#1 D441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9115" to, 7- FL#10447-R5 112" and heights ranging from 8" to 30" Sea # Product Model- Number or Name product Description $ggl Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 OTT2 Hold-down Sea # Product Model, Number or Name Product Dascription 1 C8H2.37x5.5, CBH2.37x7.63, CBH2.374.75 Concealed hangers and heights ranging from 10-1/2'to 28". 2 HDC10/4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1hV to 8- 3 HD08, HHDQ11, HHDO14 Hold-down 2 OSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1.9118" to 3-9/16" and heights 7/8" and heights ranging from 7-112" to 32'. 4 HDU2, HDU4. HDUS. HDUB, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Slap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SOS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 USTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25. HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Tap flange hangers available in widths ranging from 2-5/10" 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 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 318" and heights ranging from 5-5116" to 12-718". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50.SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU725SDS, Face -mount hangers 3-9/16'and heights ranging from 5-3I8" to 13-1/8" 10 PAI18, PAI23: PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/8kewabie U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHD1 ORJ Strapstyle hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUSS-50110, 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 HHUS7.25I10 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 2-9/16". THAC422, THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-314' to 15-314"- 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81/22, THAl2.06/22, THAI2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/6'to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in w veins ranging from 1-9118 to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26.. HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Faos-mount hangers 112" and heights ranging from 5-3/8" to 37' 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116 to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19.114". Concealed flange 5/6" 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 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9116" ranging from 5-318" to 7.14'. 10 HUCQ1.81f9-SDS, HUC01.81/I1SOS, HUCO210-2SDS, HUCQ210-3-SDS, HUCQ310- Fare -mount hangers 20 J8A series hangers Tap flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3/16"to,13-1J8". SDS, HUCQ812-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated /2/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 11ORTMTo", Simpson Strong -Tie 2020 FBC Approved Products Updated 12n012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213"20 ®For direct Inks to all SST approvals Ned below, CLICK HER C=For direct Inks to all SST approvals Ned below, CLICK HERE � For direct Inks to all SST approvals Isted below. CLICK HERE. � For direct inks to all SST approvals listed below, CLICK HER E For additional information regarding Florida's Statewide Product Approval System and Marti -Dade County Notice of Acceptance (NOA), cr_ICK HERE. - For additional information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mani -Dads County Notice of Acceptance (NOA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Mom -Dade Canty Notice of Acceptance (NOA). CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#114W-R5 18 SILBV1.56, SILSV1.81, S/LBV2.06, SILBV2.37, S/LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-118". SILBV3.56, SILBV3.62. SILBV4.06_ S/LBV4.12, S/LBV4.28, SILBV4.75, S/LBV5.50 6 Strong -Bolt 2 (ST82, STB2-4SS, STB2-6SS) Strong-Boh 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9116" and heights Q&" Product Model- Number or Name Product Description 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/18" to 13-1/8" 1 HHUS210-3, HHUS2104 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HO Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.114" to 6- 2 HRS6: HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/7'. 3 HU00210-2-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.. THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112' 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3SDS4 5, THGQH4SDS6 Joist Hanger 24 TBO22 Truss Brace Diagonal 8 Titen HO Rod Coupler (THD37834RC, THO50934RC) Than HD Threaded Rod Coupler for concrete 25 MIT sines hangers Top flange hangers available in widths ranging from 1-9/16 to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Trion HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-IJV' FL#11473-R8 FL#J 3904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Iga Product Model- Num bar or Name Product Description Sea # Product Model, Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCOM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3 62-SDSG, Masonry Per taps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,62-SDSG CCTQM5.50-SDSG, CCCONn 62-SDSG, CCCQM4.62-SDSG, JW Product Model- Number or Name Product Description 3 H16, H15S, H16-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT.XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL0110660-115 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMDG.50G-KT, ECCLRQMO3.62G-KT, ECCLROMD4,62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry sec # Product Model- Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bah 2 Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHETA16_ HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9, W Heavy Masonry Hangers 5 Titen 2 (17N2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26 3, LGUM26.4, LGUM28-2, LGUM28.3, LGUM284, LGUM210.2 Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CSOSS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or316 stainless steelvwfth hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9 25, MBHA3.12111.25, MSHA3.56I7.25, MBHA3 56/925, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, A04R, ACE4, AC6, ACBR, ACE(i post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.58114, MBHA3.56/16, MBHA3 56A8. MBHA5.5of/ 25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, B06R, BC8, BCS2-2/4, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50f11.25, MBHA5.50/11 88, MBHA5.50/14, MBHA5 5&18, 6 C644, C846, CB48, C966, C888 Embedded Column Base MBHA5-50/18 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ8t3-SDS2, CBSQ88-SOS2 Embedded Column Base 6 M81-11,13.56/9.25, MBHU3.56/11.25, MBHU3.56111.88, MSHU3.56114, MSHU3.56/16, Masonry Boom Hangers FL#1W37-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9-112" and FL#l14WRS MBHU3.56118, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5.50/14, W2 ranging from 3-5/8" to 7-1J2" MBHU5.50/16, MBHU5.50/18 %I" Product Model. Number or Name Product Description 9 CCQ-SDS2.5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3.1 /4" to 9.1/Z' and 10t # Product Model- Number or Name Product Description 1 X3401018.5K, XIS1 D16, XI81016-4K X01 S1018, X0161016-4K 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3.5/8" to 7.1J2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT68Z, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Boded Holdowns FLIM3975-RS 2 XL0114T1224, XLQ114B1224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EP646, EPBW Embedded Post Base 3 HD38, HD5B, HD7B, HD9B Bolted Holdowris Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sea # Product Model, Number or Name Product Description 3 XM0114S1224, XMQ114BI224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB86 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SOW22458. SOW22500, SDW22600, SOW22638, 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 SDW22634 4 XQ114S1224, X0114B1224-2.5K X114S1224, XQ112S1224.. XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 1s MPB44Z, MPB66Z, MPB887 Moment Post Base 2 SDWC15450.. SOWC15800 Strong -Drive SOWC TRUSS Screw Drill Point 16 PB44, PB44R, PM. PB66, P866R Embedded Post Base FL#13628-RO 3 SDWH19300DR SOWH194WDS, SDWH19600D6, SOWH19800DB, SDWH101000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34BI016-51K #10-16 Strong -Dave XU Metal Self -Drilling, Tapping Screws with 17 PB.S44A, PBS46, PBSfI6 Embedded Post Base 4 SDWH274DDG. SOWH276000, SDWH278WG, SDWH2710ODG, SDWH2712WG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 16 PBV6, PBV10 Round Post Base Jig # Product Model, Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS164W Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16: PC64-16, PC66-16, EPC44-18. EPC46-15, EPC48-16, Post Cap 1 SB5/8x24, S07/8x24, SB1x30 SB Anchor Bois a SDWS19800, SDWS19712, SDWS2240D,SOWS22500.SDWS22512, SDWS226W. Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC64.16, EPC86-18 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SST816L, SST62OL, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS2211 W, SDWS221200, SDWM1500 FLNM20-RO 2D PC4Z. PC4R7, PCBZ, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPCOZ, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300DB. SOWS2240008, SOWS2250012, SOWS22800DB, SDWS228000B, Strong -Drive SOWS TIMBER Screw (Exterior G rade) EPC8RZ SDWS221DODDS Sea g Product Model- Number or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SOWS22512OBS Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, OSSCB46, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS27500SS, SDWS276DOSS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FC843.5, FC645.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS2710005S, SDWS271200S5 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1o15-5K. FPHSD34S1214, #10-16 and #12-14 String -Drive FPHSD Framing-td-CFS Self- Seq # Product Model, Num bar or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10B66-R5 t CMST12, CMST14, CMSTCI6, CS14, CS16, CS18; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSF0425, LSFCG-25, SFC2.25, SFC425, SFC6.25 Sisal Framing Connector 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 6 LSSC425, LSSC6.25, SSC225, SSC4.25, SSC6.25, MSSC225, MSSC4.25. MSSC6.25, Steel Stud Connectors Od" Product Model. Number or Name Product Description MSTI48. MSTI60, MSTI72, 8IMST27, &MST37, SIMST48 MSSC42W 5K, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Tweet Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKVd7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LS7173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, 80845.5, SCB47.5. SCB49 5, SCB411.5, MSC645.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46.6, GH46-8, GH484 GH48-8, GH410.6, GH410-8, GH66-6, G Ht36-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) RUN product Model. Number or Name Product Description 8 SCS32-5197, SCSe2-5Q7. SCS62-5tl18. SCS82-51118 Bypass Framing Connector 8, GH810.6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18. AS ISS5; AS 18SO 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01-1358, GLB5C, GLB6D, GLB7A, GL87B. GL57C, GL57D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GL5T512, GBLT612, GLBT516, GBLT8I6, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS18, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH76BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, ST0230 Straps 68 mil (14 go) Strews 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS16. MTS20, Ml MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQiB1016-4K, XQIS1214: XQ1B1214-3.SK, XQ7881224, X07861224-3K, #10-16, #12-14. and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, SJB1.81, S162.06, SI82.37, S/B2.56, SIB2.68, SIB3.12, SBZILO. 5163.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ1I4B1224-2.5K, XQ112S1224, XQI12BI224-2K, )(3461016-5K, Tapping Screws SI84.12, S/64.28, SIB4.75, SIB5.50 X1 S1018, X161018.4K XI S1214, X1 S1214-3.5K 13 SIBA2.12/8, S/BA2.12/10, SMAZI2f12, SIBA2.12114, S/8A4.18/8, S1BA4.18/10, Top Flange Joist Hangers Sea # Product Model, Number or Name Product Description SfBA4.1all 2, SBA4.18114 1 ET -HP Adhesive Anchor for concrete 14 SfH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHD8S, SIHD89, S/HO10S, S/HD10B, SIHDISS, S1HD158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners., threaded suds, and assemblies 16 SIHDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete March 15, 2022 -Cu U 0� O O W Q CU .� ^, •� V �`WlJ f'R O L_ O O W O U_ .Cn CD CQ O O Cn Cn Z W J " \. - CL d (11 _ .� 0 Lt3 E c �l 0 0 � C U / CL iw (D E Z C_ U) 0 > iL CL O CL U 0 L W U m o �- LL1 a 0 z J z Q J SHEET NO. PA 1,2 C_ MIAMF4ADE ado -DADS coir9W PGT Eadastries, Inc. PGT Industries, Inc. cn -Cu � a) C) 'sue PRODVCTCOVTROL SECTION � 11905 5w26 sRoom PGT Industries, Iw.� � � 0 OO 'NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTAINC'E: EVIDENCE SLBI TTED CQ -0 CL DEPARTMUff OF REGULATORY A" ECOI OLUC RESOURCES MM) Mom, Florida 33175- 2474 ]BOARD A" CODE ADMD1ISTRATI0KDrTUX e T CT$ +rl 315-2590 F as)31i-2ss9 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -0 (D � NOTICE OF ACCEPTANCE (-NOA) w�trw�_miamidade_tavttco■tomv 1. Evidence submitted under previous NOA D. QUALITY ASSURANCE� 1. Miami Dade Department of Regulatory and Economic Ptsauces (M)_ � � c .cn (D 0U ' PGT Industries, Inc. A. DRAWINGS B. TESTS (continued) W O 1070 Tecltn+ty Dflvt, I _ Mannrfacturees die drawings and sects. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 0 O - O 0 5_ � 'Forth Venice, FL 34275 ('Subnl�cd under Y0A � o.11-0107. 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERLAL CERTIFICATIONS C -2 Score: 2_ Drawing No. 3H3-5570.0, titled `Vinyl Sliding Glass Door NOA W1, streets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No_ I5-0528.14 issued to Vision Extrusion Limited for their c6 O � % - M ThisNOA is being issued under the applicable rules and regulations governing the use of calnskuctionmatanals. She through 21 of 21, prepared by manufactures, dated 10,,05115, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 Mikke Rigid PVC Exterior Extrusions for Windows and Doors", dated 08,� 13/15. . � � 0 � documentation submitted has beenre-newed and accepted byMiami Dade County RER Product Control Section to OU5t47, signed and sealed by A. Lynn MMff- P.E. 5) Cychc Wind P� Loadmgper FBC, TAS 203-94 expiring on 0930A9. � 0 N L be used in MamiDade +County and other areas where allowed by the Authority Having Jurisdiction (AH?)- 6) Foxed Entry Ted, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for uteri -YE U) %O � (D- This NOA shall notbe valid after the expiration date stated below -The Miami -Dale CountyProduct Cmtrol Section B. TESTS along with marked --up drawings and installation diagram of vinyl sliding glass door, prepared 1000 Tan 202 And lighter Shades (itien ANIAte) Rigid. PVC Exterior Extrusions for I- � . � (n Q (In N4iami Dade County) aa&orthe AHJ (in arms other than Miami Dade County) res erne the right to have this 1- Test report on 1) Uniform Static Air Piessurre Test, per FBC. TAS 2C 2-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11,10615, signed and Windows and Doors", dated 1210&`16, expiring on 12t29,21 _ product or material tested for quality assmancepuip _ If this product or material farts to performin the a ccepted 2) Lange Missile Impact Test per FBC. TAS 201-94 sealed by Idal ms Ortega, P. E. (rest report revised on 12/04/15 and 02/11116) 3. Notice of Acceptance No.1_4-0{28.15 issued to Vision Extrusions Limited for their manner, the mamtfacturra will incur the ease of such testing and the AH7may immediately rev oke, mo dify, or 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6. Test report on 1) Air Infihration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their juns&ction. RER reserves the right to revolve this along withmarkef up drawings and installation diagram ©fvinyl sliding glass door, prepared 2) Uniform Static Air Pr+esstsre Test, FBC. TAS 202-94 Windows and Doors-, dated08,'13f15. expiring on. 09.130t19_ acceptance, if it is deterad byMianni-Dude Comfy Pr�od.�:t Cor�ol Section that this groe�ct or material fails : o o meet �e requirements of the applicable budding code_ by Fenestration Testing Lab, Inc,, Test Report No_ FTL 9717, dated 12 07115, signed and ,per 3 Water Resistance Test, FBC, TAS 202-94. ) � 4_ Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is aments as described herein and has been designed to comply with ffie Florida Building Code, sealed by Idaln is Ortega, P_ E_ (Test report revised on 0211536 and 02124116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their 'TAN 3040 and Lighter Shades (Non-N%Ik�e) Rigid PVC Exterior including the High Velocity Hurricane Zone_ 2, Test Mort on 1 } Air Infiltiattion Test, per FBC, TAS 202-94 5) Cyclic Wmr1 Pressure Loading per FBC, TAS 203-94 Extrusions for R' mdovss and Danis" dated 09rT 5116. expiring can OZ Y34 21. DESCRIPTION: Series "5;7(t2770" Vinyl Sliding Glass Door (Reinforced) whs-o 90° & 13.0 corners-L.M.I. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutions USA, APPROT► :alL DOCLhiE_'4T: Drawing No _ -a 4.0 Re. B, tit]ed "iTiuy! Sliding Glass DoarNOA (LMj"_ sheer O o 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Miss I�C# Test per FBC, TAS 201-94 by Fenestration Testing Lab, Inc., Test Report No_ FTL $a52, dated 127,% 15_ signed and Sealed by Idalmis Ortega, P. E_ (Test report revised on 02/15;2016) Inc, for their `Bronze and Lighter Shades of Cap Coated Rigid PT►� C Exterior Extrmunns for �'mdolYs and Doors dated 09115116, expiring on 041'1&20. 1 through 1 of r aredb matstfaci dared 10.�OR15 and last sVia) xl an 0aGhss . SigIIed and sealed ` p eP y b 5) Cyclic Find Pressure Loading per FBC. TAS 203-94 7_ Test report on 1) Uniforms Static Air Pressure Test. per FBC, TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fe ratim Solutions USA, A. Lynn Hiller, P.E.. bearing the Miami -Dade County Product Control Revision stampwith the Notice of Forced Test, FBC, TAS 202-94 Entry ^t 2) Large Missile Impact Test per FBC, TAS 201 �94 Inc., for their White Rigid Pis'C' Exterior Extrusions far li`�daws and Doors" dated Acceptance nuaker and expiration date by the N�iami Dade County Product Control Section. 1LIS5� E 1 M F.�CT T►.�TL i �i: Li11'�F and S�iII �2551'�i� 1n�F$l't Resistant along with marked -lip drawings and installation diagram of vinyl sliding glass door: d 3) Cyclic Wind P Loading per FBC. TAS 203-94 09/10117, expiriq on 020-&�1 i8_ by Fenestration Testing Lola, Inc,,Test Report No. FTL 8546, dated 11.106�15. signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports No(s). 10-00?-792(A), 10-06-M052T 535753-09. per ASTME-84. Limitations: See tabs l (sheet2) a table 2 sheet 3 fora abte SGD unit sizes, des reinforcements ( ( PPS � Fes' t'' sealed by Idalmis Ortega, P. E. Vest report revised on 011)4t16 and 02'11 t2016) by Fenestration Testing Lab- Inc.. Test Report No. FTL 6639 (samples A-1 thru A-22), dated ASTUD 1929 and ASTNID-635. issued by EXOVA to. Vision Extrusion for cellulosic -) --) types, still riser (see tables B�}-�1 & B-2, sheetsand anchor layout sheets req+nr�e}rn�euyrsyi�n 11 thru 1/6- 3, Test on 1 Air Infiltration Test, FBC, TAS 202-94 1).Air �'j 7 f signed and semi by Sorge A_ Canso. P. E. (Strb»ritAe�i tt'eder.1� O �l �� a. 11- composs.tem�apterpi�al- pglass j7-8) 2. Rigid kite PVC, Tan (Non -white) Rigid PVC C and Brown coated (Paid of ]misled) kite d FV C to be Air Pressure y. �] j'�� �{ Uniform �) �•/�VaJ.Lc Stag a'� Pressure Test. pe FBC, TAS 202-94 /i�1,�1�9,j�l jfl, {/1 {/7 0 ) j'� r f jj }9 `J (Submitted unde ArO `1 -to. 11 �' 107 04) labeled per reftwoed NOA's requirements. 3} Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 8. Notice of Acceptance No. 14-0916. 11 issued to Kuramy America., Inc. for their 3. Egress operable docrs must comply with min clear width orheight 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 (Clear and Mike) Interiaver".. expiring on 07M/18. 4. Pocket walls under separate approval. to be reviewedby Building official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No_ 16-1117.01 issued to Kurmay America, Inc_ for their L ABELIitiG: Each unit shalt bear a permanent label with the matutfacsrnef'srxame or logo, city, state and series and 6} Forced Entry Test, per FBC, TAS 202-94 4) Large Missile hmplact Test per FBC, TAS 201-94 . Trosifoil, Ultraclear. Clear and Color PAB InterlayeriT', expiring on 07.08,19. following statiemenL ' Mum Dade County Product Control Approved", noted herein along with marked -up drawnigs and installation diagram. of myi s idmg glass door: prepared 5) CycEc Rand Pressure Loadiogper FBC, TAS 203-94 RE'M��t'1 SAL of thisNOA shall be consider ed after a renewal application has been fried and there has been so by Fenestration Testing Lab, Inc., Test Rt_port No_ FTL M7. dated 12/04115: signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. STATE_AMI i'S char to 4ie able code trr.,e affec the edoamanceofthis 1� aPP� � � lY � P product. seated by Idalnus Ortega, P.E. (Test report revised on 02r'15116) aloe withmnarlced dmaw" and installation din of 1 slid` door, 8 -� � t '�Y � €� P 1. Stateraml letter of�conformance with 2014 and FBC-6*Edition ( ) TER3li1� ATiON of this NOAwil1 occur after fire exprratiatt date or if these has been a revision or change in the 4. Test report on 1) Airinfiltration Test. per FBC. TAS 2M-94 b Fenestration T Lab, Inc- Test R No- 6337 A-1 thru A-5 , dated Y �� �t (� ) 01 issued b manufacturer, dated 09114117. & sealed L Miller, P.E_ � � y -signed by inn materials, use, andlor maunfartrue of the product or process. Misuse of this NOA as an endow of any product., 2) Uniform Static Air Pressure Test: per FBC, TAS 202-94 12106A0, signed and sealed by Jorge A. Canso, P. E_ (Submined tender NO-4.-1To.11- 2_ Statement letter ofno financial interest, dated WM7. issued by manufwtwer, signed for sales, advising or any otherpugx ses shall automatically teammate this NOA. Failuretoo- comply with any 3) Water Resistance Test, per FBC. TAS 202-94 0107. O+A) & sealed by Lynn Miller, P.E. section of this NOA shallbe cause for kmniustionandremovalofNOA. 4) Lrge Mmfle ImW Ted per . IAS �01-94 3. Letterof lab comphance, part of the above test reports. ADiTIRTLSE-MENT: The NOAnumber preceded by the words Miami -Dark County. Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C . CALCULATIONS 4. RER_ No. 17-0387. dated 05r�05117, b I Charuda, P.E_ � signed Y expiration dat�emay bedispiayedinadvatsingliterature. Ifanypottsonofthe NOAisdisplayed, then it shall be 6) Forced Entry Test, per FBC, TAS202-94 �, 1,,� '1 i_ Anchor verification calculations and structural withFBC-2014, dome in its entirety. along with marked top drawings and installation diagram of vinyl sliding glass door, prepared p by PGT. dated 121091�15and last revised on 02,115/16- signed and sealed by G. OTHER INSPECTION-: A co of entire NOA shall beprovided to the user by -the manufacturer or its distributors and PF P Y by Feneshatirm Testing Lab. Inc., Test Report No. FTL &US, dated 12104f15, signed and AnliaonyLMiller, P.E. {Strdrteilied uttdtr:'�'Q-f �'�'a. IS Y210.D1). 1. Notice of Acceptance No. 1. 5-1214.OL issued to PGT Industries, for their Series inspection j tug shall be available for on at the ob site at the request of the.Build Official. sealed by If ahnis Ortega, P. E. (Test report revised on 01 t04116 and 02111116)_ 2 Glazing ecm�alies with ASTME-i30U-09_ " 557012770" Vinyl Sliding Grass Door eWerced - L.3i. '. on 04/14,21 _ g iR � ) g This NOA revises & reaea^s ti0 AZ0-0ti9.f1S and consists of Ihsspage 1 and eti�ideocepages E-1. E-2, E-3, E, �> j�Y z �1,,.1. i '_=•' w 1 E-5 & E-6 as well as apprm-A document mentioned abovv. 1 Islaaq L cluumb, P.E. Iaiaq L Chaada. P E. ' r .>, ., �,. ` e! ? lAa L Chaada P.E. q ' r The submitted documentation was reviewed by Ishaq L Chamda, PE. Product Control tut Sae sor t?H'Tl '.No. Product Control Unit Su son p�'i Product Control Licit Supervisor NOA Itio..1-02105.03 PdOAL 21- zes.03 NOAL No. 11-8205.03 NOA Ne. i1-026..03 tV � MAMMACCCO • atonatet ra1, pl, '[ id 2028 'March Eapirntirn Dte: Apri11t,2 _6 °' P j t n.Ji. Approval Dsto:bisrch 25, .021 Approval Data: March 25, 2021 Approval Date: 16, 2021 Approval Date: March 2+, 2021 r Pago I E -1 E -2 v D ��. r 3� r '% PGT Industries, Inc. CGI ��ffido{f'S and Doors, Inc. PGT Industries, Itic. a tti • v Q � C NOTICE OF ACCEPTANCE: EVIDENCE SUB3IITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F r/ O O W 2. Evidence Submitted under previous submittal E. 3L4.TERLAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Skater standard complying with ASTM C518 Thermal Conductivity A. DRAWLNGS 0-981 BTU -in/ hr.-ft--`F, ASTM F 1249 WV'IR Pass. ASTM D3985 Oxygen --Pass, ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev' B, titled -Vinyl Sliding Glass Door NOA W', sheets 2190 I.G_ Durability No Fog -Pass- (SuBmhYed tinder previous %'0-4 4'rr 1 S-040 ! OS) L Drawing No_ DID-5570.0 Rev B, titled "Vinyl Sliding Grass Door NOA sheets 1 1 through 21 of 21, prepared by manufacturer. dated 10.05/15 and last revised on through 21 of 2L prepared by manufacturer, dated 1005115 and last revised on 02/0L21_ 04/2220, signed and sealed by A- Lynn Millet. PE_ 6. Quanex Part Dui complying with ASTM C518 Them al Conductivity 2.22 BTU-izv signed and seated by A_ Lynn Miller, RE. Cn hr. ft -T. ASTM F 1249 WVTR-Pass. ASTM D 1434 Argon P Pass, ASTM E Note: This revision consists replacement of same existing installation screw with flat head_ L■ B. TESTS 2189 I.G. Durability No Fog, AS'IM E 546 Dew Point Devek4 mime -201F in 48 lam. 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 (Subwkkd tender 1V0_4 No. 1 S 0409.05). 2) Uniform Static Air Pr ss= Test, Loading per FBC. TAS 202-94 7_ Vision Extrusions, Ltd_ Parts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extras Ltd: VEX-1 by I. None_ 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestratm Exterior Profile Certification Program. (Submitted under NO-4 Xo 15- 5) Cyclic Wind Piesstare Load.ingper FBC, TAS 203-94 0,409.05j C. CA LCt'LA.TTONS E along with marked up drawings and installation diagram of all. PGT Industries, Inc. S. Visions Extrusions, Ltd. Parts complying with PVC-AA`Kk 303-13. 1- N� +-+ representative units listed below and tested to qualify Dom 791 and Dowsil 983 silicones, (Submided under NOA No.15-0409.05) D. ASSUILAYCE prepared by Fenestration Testing Laboratory, inc.. Test Reports No.: 9. PVC-AAMA 303-13. Vokmiary Specification for Rigid Polyvinyl Chloride (PVC) Exterior QUALITY FTL-7897, PGT PR15520 PVC Fixed Window (unit 6 in proposal), elated 09103114 Profiles for Vision Extrusions, Ltd_: VEX-1 by AAMA Fenestration. Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resoutrm (RER). FTL-20-2107.1, PGT SGD780 Alumimntt. Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Alurn Outswiag Casement Window (unit 8 in proposal) FT'L-20- 10. Notice of Acceptance No. 18-1217.14 iced to Energi Fenestr ition Solution, USA, Inc. for E. ALXTERLAL CERTIFICATIONS M 2107.3, PGT PW7620AA. Ahuninum Fixed Window (unit 9 in proposal} and FTL-20-2107.4. their `Tan 3040 & light shade (non -ire) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 19-0305.02 issued to Kurat-ay America, Inc. far their > PGT PW7620A Ahlmimim. Fixed Window (unit 10 in proposal) dated 0711320. all signed W indows and Doors , expiring on 02/04.12 1. "Troslfolt- LTWmclear, Clear, and Color PVB Glass Interh ers", expiring on 07108!24_ 0 and sealed by Idalmis Ortega. P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Eiji Fenestration Solution, USA, Inc, for- 2. Notice of Acceptance No.17-080&02 issued to Kuraray America, Inc. for their L_their series "Vifiite Rigid PVC Exterior Extrusions for Windows and DOOM", tnpitimg oil "SenftyGlaslll (Clear and �'ilite) Glass Interfa ers", egxri g on 0710�4123_ � CDL �' C. CALCULATIONS UL.AT LOINS 1. Anchor FBC 7* GM&21 3_ Notice of Acceptance No.19-1106.10 issued to Vision Extrusions Limited for their °"Brown O Q VMfic3ioxn calculations and structural analysis. complying with 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigs PVC Exterior Extrusions for Windows Edition (2020), dated 0412?20, prepaared by ma>9arfac-Ltuer, signed and sealed by their `Bronze & t shade ca coated �'htte PVC Exterior Extrusions for p and Doors", expiring on 09/30124. Ln,_ U Anthony Lynn Afitler, P.E. Windows and Dom". expiring on 04116P-5, 4_ Notice ofAceeptance No_ 19-1106.11 issued to Vision Extrusions Limited for their saws _ G c with AST'_• I E 1300-#}4, -49. -12 and -16. Glazing "VE 1000 Tan 202 and fighter shades (Non-Rhke) Rigid Cellular PVC Exterior -� D. QUALM ASSURANCE STATE31E'NTS Extrusions for Windows and Doors", expiring on 122912 1 _ O Miami -Dane Department of Regulatory and Economic Resources (RER). 1. i. Statement letter of conformance to FBC 7o Edition (?034), tatted 0422,20, issues by L- Q_ manufacttm. signed and scaled by Anthony Lynn Miller: P.E. F. STATE-AIENTS E. MATERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1- Statement letter of conformance to FBC Id' Edition (2020), dated 0210V21, issued by 1. Notice of Acceptance No_ 19-030f5.42 issued to Kuraray _America, Inc. for their 04/18120. signed and sealed by Anthony Lena Miller_ RE. mafacttrer signed and sealed by Anthony Lynn Miller, P_E_ � "T'rosifol� Ultaaclear, Clear, and Color PAB Glass Interlayers"- expiring on 3. Private Labeling Agreement document between PGT. dated 033a,15 and signed by all 2_ Private Labeling Agreement dated 03,10&21 between PGT Industries. Inc. and CGI �d CCj 0710&24_ involved parties Windows and Doors Inc., signed by Dean M. Ruark, P.E., V.P. Engineering, on behalf of U 2. Notice of Acceptance No.17-080&02 issued to Kuraray America, Inc. for their "SentryGlltst '. both emmpanies- (C.leasr and X111ite) Glass Int+erlayen eXpiling on 071003_ G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Exnusiors Limited for their "Brown 1. This NOA revises NQA# 17-0420.06 (PVTw1'CGI) and updates to FBC2020 (?*Edition), G. OTHERS � Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04t21�1_ 1_ his NOA 1'e17se5 � renews 1tiO.Ai# 20-0429.05 (PLAw/CGI), expiring 04114.6. for Windows and boars", expiring on O9I30,24. 2_ RER Test proposals #19-1155 dated 01/M20 approved by Ishaq I. C-'inanda, PE, expiring 2. The current associated Pi..4 CGI file ##2i-020-15M, expiring 04/141'26. O CU 4. Notice of Acceptance No. I8-1106t.11 issued to Vision Extrusions Limited for their 04/1421 series "VE 1000 Tan 202 and lighter shades ( Yon-MItite) Rigid Cellular PVC. _ �� S� w CU 2 � Exterior Extrusions for Windows and Doors". expiring on 12.29121 _ i Slya �, �� Ishaq I. C'hantia, P.E. Ishaq L Cha■da, P.E. Z J Ishaq L Clhands, P.E. Product Control Unit Supervisor Product Conerd Unit Supervisor Z Product Control Licit 5nperrisor NOA No. 21-0205.03 NOA No. 21-0205.03 Q NOA NO. 21-020 .03 Expiration Dato. April 14..20 6 Expiration Daatr: April 14,2046 J Expiration Date: April 14, 2026 Approval Dates brarch US, 2021 Approval Date: March 25,.021 0.. Approval Date: X[arch .z, 2021 E -5 E -6 E 4 SHEET NO. March 15, 2022 PA 1 ■ , _- - -- -- _ L._ 1 L ECQ INc- TiLLIT TESTING A ENGINEERING COMPANY PRODI)CT EVALUATION REPQXF SD. 2QA72R-Dt 2 22-TESTAEPORTS: Large missile impact and fatigue load tests were performed udder Protocols TAS 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads � 9 PRODUCT RV AI VATLQN REPORT NO. 20.R7Ma.a1 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing wATTrIt A. TTLI IT, IR., P.E. 1,, L1290)_com rtP.B. L/xrwe �A •l41A7 PL C.I LI. &I.Oa6T1Y 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 # 96-569 dated OS/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1296, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7.- LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0720.01 0219.01-09 dated March 4 2009 signed an s g d 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, 2020 Tensile test report No. DCM-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. prepared by 111teeo, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC. length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, F10da33314 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. TlIII% Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc, (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida Department of Business and 4 �fV1ND LOADS RESISTANCE: �,.*,`I,jRA�T14ZlA`" �ti....'...., /T✓�''�, Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind as-IN111 y�; �,\GENSF• ,-'9P 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 28 of 26 of Product Evaluation Document (P.E.D.), drawing No. --- -� 44167 '•, I 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, _ _ * E � � r* . _—,* • $ ' �ffi/ OF at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 28 of 26, of Product Evaluation Document P.E.D. , ( ) STATE . fl , �' s drawing No. 20.176. / %-_P '. "10RI��-$ yy1,,�;,,9S/0�*A'***M110 This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: ,``•'` /Art a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2EVIDENCE SUBMITTED : sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as DAI T TILTECO ADMON RECORDS 1 P. E. REPORT.20 ( GLOBAL PROTECTION PRODUCTS. LLC 1 20 GAGE GALVANIZED STEEL STORM PANEL+ORWG 020.175 t REPORT R 20-0728.01 . 21. PRODUCT EVALUATION_ DOCUMENI_(p�E,D,L 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 sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part+glQp,ls ���+„(IA)N�,plr••��y Evaluation Report, .,.a,,�tA A' rl("`1* �.,,,,' E,P,..,,.1C1/p ,, - c �* .. iCEN ' ,/. -. g�a+P�' ��CENSF'�?)yyi __yr-- ' 67 = - _ 49167 g I c _ s D,(• Ft r� / / 3 '• STATE OF :'a y p . Ft 6355 N.W. 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530-�!>SA� 30NR't) F S331 .f"I'li NAB 01 I+t+AN /I 1 L I ECQ INC,. TILLIT TESTING & ENGINEERING COMPANY WALTERA.-rILLIT';M,111- PRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 ti)teoDgao).com R. P.a TJa No 44L6" HL L.A. L.INOM VO. A %?I4 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. T11111, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. S1G20-3, 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: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte +p Mt,¢t i Is Evaluation Report. ��'4t ^:,!'Ct�",',y —r Td' t 167 z '��3-�J * ' �k = . i . STATE OF .'rt _- S9pF� • `tORiO , .•.,,a+(wsr 6355 N.W. 36th Stint, Suite 305, Miami, Florida 33166 -Phone: (305) 871.1 �11F;yRN81 ..... 6( %'' 8A-I531 2 22. 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 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Jullo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGiNEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltecu, Inc., dated 12/1 8/10 and OM7113 (for this revision), signed and sealed by Walter A. TIM, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 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 Step Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ,ft 0„�'�1A'Ir/1 "' ,E I- ENISF' ::�� k 1TGY_ ¢= %j'L %f23r r * • * 9 / / _ ... SATE OF :'Qr PRODT(Cr EVALUATION R9MRT NO. X- n:17 02 3 6. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDMONS 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 Tilteco, Inc. and signed and sealed by Walter A. TiIIi, 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. Tdllt, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 4'�'ERnk jkI / �aAQ�GENg':'�P 1: ' / % 11 s . * '*E WAT(LL TTA((S� pp�� �``-��-_- D:1 TILTECO ADMON RECORDS I P. E. REPORT.20+GLGiAL P401kg'l IIJN Pj,;%( rS Ly, AGE GALVANIZED STEEL STORM PANEL\DRWGR2o-T7sV REPORT R20.0727.QR vt'•- t0Rt,3 `44 1�u',�,,r,S/ONAI EX G .��r A"NNHNNNA+ ^t^om' ^W W C_ _ W U N a) L_ I_ O _0 O C -&I CD -�. 0 -0 0 a- � � C CU -0 Ca U O ' -(n C C C- i (1) - p LL CU . N L_ M0 L - CQ -0 . C_ 4 Cf) q_ Q 4 Z Z W J ���r�A����•pp���� ���IY,���� COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS NON 1/4, z/4, 3/4, 4/4, s/s, 7/s, GENERAL .AaLt---: e3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW eoAR05 BE FOUND ON THE (SCALE 1/2-I' "" PJ's ae o.9E CALI6IIRm aTm 930ii PAlla_E+ EXISTING WAIL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE HAIR STRUCTURE BEHIND SUCH PANELS, I W/10, 2W/10, 3W/10, 4W/10, 6/5 t STORY PANEL SHOWN ON 7KS PRWUCT EVKUATgN OWUWW (P.C.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN MCHORAGE SHALL BE AS MENTIONED IN 8.1) AND W B2). --- - _ -_ ,5196- (TOTAL WIDTH) --...------ -- - __ --- ' �- - - _ _- - __ - t5.196- (TOTAL WIDTH)- ------ SW/10. 7W/11 ACCORDANCE WITH THE 2020 {7M ED E OF THE FLORIN BUILDING CODE (C) TO EXITING STOW [YIN. s.^'ix: f 1'^' - D Ij,� AN11: - 12.soo' (FSTECTNE WIDTH) - DESIGN WINO LOW- SKILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENMSNED CODE. - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY 17 W. BULOEIL INC. - - - - _ _ .. . _ _- - _ . _ _-_ - _ _ _ _.. _ ... - _.. .__. _. _- - _-. 7' MAX _.- _. ANCHORS: F� CONCRETE SEE SCHEDULE ON SHEETS 6 a 9 _. _ . _. 3' MAX A WIND SPEED AS REOUAEO S' 711E JURISDICTION WHERE THESE SHUTTERS WILL BE x45TAL1ED AND - /Ia-1L PA ELWTESCREWS FEMALE N IO AND PANELMATE PLUS ANCHORS. AS MNIVFACIURED BE ELCO CONSTRUCTION PRODUCTS 1 _ SP -FORLAGPER 1 ,rA _ Dow' MRL Typ{ 1 350•-- � I- W. e a A o o N3 DESIGN PRESSURE AAtKNCS MOKA7EO ON 51EEi5 7 71MRU 12. ta, 15, te, 19 a 20 / / WOOD BUSHING. Ar 06TRIBUTED BY ALL POINT SCREW. BOLE a SPECIALTY CO. '� � IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED PER ASCE 7-16 I. \ t + , f---r--r-1- -r--T---T- T--- - --;---1,' ,--T-•`---r-1--T- 1- -1--i- -. . _ _ C.I) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON .ANCHORS SHALL BE I t/2• AND 2- FOR ELCO PANELMATE PLUS �:1 7 eWTo. ' - - _ ASTM A-653 1 - D. M..i�. O. (� I. T__ SHOAL BE FIRSTREDUCED TO AS.D. DESIGN WIND LOADS [IY MULTIPLYING tI.EY BY 0.6 IN ORDER TO AMD PANELYALE FEMALE ND. / 0.035' YN. llOClt HNEMYED j T_ / CM1HD[ SY I�aE,D t �� COMPARE THESE W/ W7L. (AS.D) OF9(R+ PRESSURE RATINGS INDICATED ON SHEETS 7 TI9I1 11. 14, 15, 16, ,9 a 20. / ) 2.657' GALVJV/QFD StEEI EDGE / ! 1 ) 2.65Y G-W FALV EDGE- / O+I ; I'O,}®-' © 1 C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOW FRAME UNIT SALL BE I 1/2- NO THREADED 2000' �' - I HEMMED TYP. A- A-657 7' 2DW' .T )i N HEIdIED 71'P. `T `l I I O ORDER TO VERIFY THAT ANCISTRESS FOR *MO LOAM WAS n•100R5 ON THIS PE D. AS TESTED WERE NOT OVER STRESSED. A 331E INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SK4l1 BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION j --. ORApE SO HMIIY OETYL A_i ' I I ORAL A_ ACCORDANCE WITH N 2018. USED IN THERM ANALYSIS. FASTENERS SPADING i0 WOW HAS BEEN DETERMINED IN C 4 _ _ , IIL - _ _E_ _ . - w AB.e' L µme_ _ - _ _ _ _ ' -.I I I / I I I I o r STORM PANEL'S ADE FOR BM _ _ - l_— �_ I 1 Ea C ABOVE MENTION CODE ASP ER UNIKJRRICANE ENGINEERINGHA TMTFNC INCVE1 PORTS 9ACCORDANCE9. 96 5 0 & SECTION 6-T30 AND CA) MINIMUM ORATION OF W BUSHING MINIMUM SMALL WALLS 5/WITH 1/ SRICCO. SCREWS USEDKSIOLL BE t i/2 LONG MINIMUM 'T--1.390. 6� V-_. _.. .�-�(10 _ _ _ _ _ -1.� �.S -- J _ _ __ - '' _Il 1 '.I. _. __.1 ._1 I L i��-1 I _... .__. -.. $ _ ) l �T FENESTRATION TESTING LAB INC., RCPORTS r2032 a 02126 . AS PROTOCOLS TAS-20t• TAS-202 AND TAS-203. - - - -' --- AS WELL AS AWJ0CM TEST LAB OF SOUTH FLORIDA REPORT r0219.01-09• AS PER TAS 201. TAS 202 AND W'.. .__.--_..- i .T - -j 7 7 i i _ -_ e""I 1 TAS 203 STANDARDS. C s) IN CASE THAT PRECAST STONE. OR ENOUGH PRECAST CONCRETE PANELS. RUCTU OR NAND BOARDS BE FOUND ON 11E EDSTMC O STORM PANEL © END STORY PANEL T T 7 _� _ I C3 MALL. ANL11OlS acute LONG ENOUGH TO.REACH THE YAW STWUCTIIRC BOHRND SUCH PANELS. 1 2. ALL ALUMINUM EXTRUSIONS TO E W63-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTE). SEE SHEET 2. ANCHORAGE SHILL BE AS MENTIONED IN C.1). C.2) a C.4) „�- 2.167' -- I - - t - _I __1..� 1 - 1 - [ r��-� •.. 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (. 1 - I I I - t.. - -Y ;. 1 I I � .R - \ ( ) a. µ1 STEEL SHEET METAL PANELS SALL HAVE 57R1147U1UL A- ! 30 TAN _ (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RiECOfAENOAnONS AND SPECIFICATIONS OF THE AHK.HOR'S HAANLIPACNRER. FWARLS END LP '250T 2.i6 R-Q .t25 1 a`A-p , 1- .t2e_' I I ' . I - _ _ •_ _ _ / -A �j QLMLm STEEL ASM 85 GRADE MUM. G W .ta0` I ANGLE a TO A/ClE!.i jw - N i { �' . i + X / ( ) a. PANELS MAY ALSO E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 SHEETS 4 -. __ -.. 1.250' .IOU �. ...---.750'- 4 EEIII[5 %4 S[R� UNBOLTED PANELS I 'BOLTED PAlE15 W/ i/M-20,1 c. !'9. .IyJ GALVANIZED STEEL DESIGNATION w fY. 565 iu1 MICR ROLLED). THROUGH b) EXCEPT THAT HEADERS ®• SHALL NOT BE IISEU. ( w HEMKD EDGE. 1 .7 W' R 0. _I ( -' f 6.s. 51L0 PNRFD S.S. TIM METED Jam'. (SEE SECTIONS AS I 1 � S.S. YS. BOLT W/ 7/0" x 3/32' ;_ 5. ALL SCREWS TO E STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESWANt COATED CARBON STEEL. AS PER 9 TT SHAL E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRt1C1URE WHERE SHIUnrR 6 lO BE s-o� I - 1 t2 ,/Y 0.G 12 1/2' APPLICABLE) � � 1 1 NGNUTS O EA OVERLAP -I 1Z -� re ION SWfe W/ 50 10i VELD STRENGTH AND W Kai TENSILE STRENGTH 6 SHILL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE nay SIiurtER SHALL ONLY E ATTACHED TO CONCRETE. BLOCK OR WI!W FRAME , ....- 1375' .100 .OpJ' ( I1 I I ( SECTIONS AS APPLICABLE) -CL Li 2.OW' t.SW' j _. �. -1. -_ .I-. 1.., 1 _. _. -I I Ln 1 I 1 11 SECTION 2411.3.3.4. SLADOICS. ` .083' .ODS' 1 2125' SEE .959' 9lB' ' - .093' I , 7 pEfAW t N l2 1 L 1.T31.. J _�. _. - - '(- - i - , -- J -.1 - - I_ --., T 6. BOLTS TO BE ASTM A-307 GALVAWZCD STEEL. 0R AISI 304 SERIES SIAHI_ESS STEEL. WITH 36 KH MINIMUM YIELD t0. EACH REGULAR STORM PANEL WITH LENGTHS OVER e'-8 THROUGH 12'-4', AS PER 5£Cn(XVS 6, B. 9 6 10 AND ALTERNATIVES &Y, 0.250' �2.125' - R 0. 37e'. � 3' A ..._ I i \ j a L STRENGTH. 9W A OR ON SHEETS 5, 6 A 12 RESPECTIVELY. SHAu HAVE A LEGIBLE AND READILY VISIBLE MARKING A STRLICTNG OWNER OR - NEWE i EO M 7 ANCHORS TO WALL SHRILL E AS FOLLOWS TENANT TO SECURE PANELS WITH APPLICABLE REI IVACCI EM DURING PERIODS OF HURWCAW WARNING _' of a .J75 •2W _.. L. - H 125• I I I J `v L_ J (A) M ETOSINT POUT ➢f,f ' tl. THE INSTALLATION CONTRACTOR IS TO SEAL/CWLN ALL SHUTTER/ - i I u COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WON ( _ t '- - e" Mw. - --f.500'..- 1.500' I I p.s;.) THE BUILDING TO PREVENT RIND/RAN MRLMON. rA PILL R - I I I ( I I 1, 1 /4', TAPCON ANCHOR'S AS MANUFACTURED By .T.W BIxIDEX. INC. (YV,. 1•c-3192 ISOMETRIC VIEW DETAIL A 3G'- ° I ! y 1 - t/4' , . 7/a CALK -IN ANCHORS, AS MANUFACTURED AI DEWALT INC. (MIN. I'c-3000 Pa...) �--- 2.000• -- —2.00O' - - - ) - 1/... !/4 SOUO-SR ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT a SPECIALTY CO. 12 STORY PANEL INSTALLATION SMALL COMPLY WIN SPECS NMATED W THIS DRAWING PLUS ANY BUILDING AND ZONING RECUTATONS ROUNDED CORNER O ENDS OF PANEL'S ne D.M..®.®,(' )- _ -_ .-- -- _ . -_ • --- -,_--. I.. ._ i__ _.. __ __ __ __� J i.. I_. .- �. -- (Yin. R'c-3000 P'S,0 PRONGED BY THE JURSDICRON WHERE PERMIT 6 APPLIED t0 END UP W/ HEMMED EDGE. " a r //�� _ OI___ i OI O i - ! _-. -I I.) - /IhII PANELMATE FEMALE 0 a PMRMATE PLUS ANCHORS. AS MNUFACFURE BY ELCO CONSTRUCTION PRODUCTS (N.T.S) (�Z h" HEADER O3 U HEADER ILO AN= ® ANGLE WITH STUD ® ANGLE wffH ®+© &@ n„F. - r- _: �/ 1_ 13. (0) THIS PRODUCT S CIFX PROJECT. CT...* W (P.E.D.) PREPARED 8r THIS ENGINEER M GENEPoC MO DOES NOT PROVIDE INFORMATION ' (/ (Mr- F< 3350 P ;.) FORA $rtE SPECIFIC PROACT; ,... WHERE TIE SITE CONDITIONS DEVIATE FROM THE P.E.D REVERSE STUD _..3' MAX _ 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, _ 3 MAx - % +--' 1/a', Cr TAP -GRIP ANCHORS. AS MANUFACTURED BY TRV-FAST CORPORATION (f•c-MOO ps.,) ( _. T WVb[S I' TAN. I' INN. (/J W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PLRtCf1ASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT I SEE OR, IW/10, 2W/10. 3W/10. 4W/10, 6/5 < �: � (U A.1) MINIMUM EMBEOWNT OF TAF'CON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'' 2' FOR PANEUATE FEMALE BASED ON THIS P.E.D. PROVIDE HE/SIE DOES NOT DEVIATE rROM THE CONDITIONS DETAILED ON THIS DOCUMENT. E-I 1/14 6 2/14 a-3aa, .374• ,7a. SW 1O. 8W 1 t A 7W 11 ►- O AND PANEYALTE PLUS AND 1 1/4• FOR CF TAP-CMP ANCHORS. CONSTRUCTION SAFETY AT SIfE IS THE CONTRACTOR'S RESPONSIBILITY 1 - - D.... 1.390' OF . TOP ,85.. T- .16a .110- 1 - "- / / / rr `] i/_r -. JI I t _ . -.f - 1/4-I-20. 304 YAs ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 a 9 -QA2) CALK -IN 6 SOUO-SET A C ORS SHHALL E EMBEDDED 7/8' IRO NE POURED CONCRETE. NO EMBEDMENT INTO (c) i.a$ v"OOLSR EVALWTION DWUIYEHf VEIL BE CONSIDERED INVALID I MWiF$D. I ' __ 4 .�' 1.871'r1%_` _ Ii tu' `-S-¢aw�DTo_ _ ___. . FOR WOW SEE SECTIONS ON SHEETS tD r II .-�N � 1AltYP. TOP Eorc .096 ,Al6 7'+D LL/STUCCO SMALL BE PERMITTED 1/4. 6-20 SCREWS USED SH19L E 1 1/2- LONG MINIMUM SOULD STUCCO EXIST• I.W7'1'OQ7' 375' - { ANLAE a 12 1/2' 0.0 y nJ �-- ND i' MIDIIUM FOR WALLS WTN NO STUCCO. M40 MAY E HEADED SCRE S OR ALL THRE DED SCREWS W/O MUD. (d) SITE SPEC PROJECTS 9ALL E PREPARE BY A FLORIDA PECKTERM ENGINEER OR ARCHITECT WHICH WILL BECOME THE - J 1_.. 1.071' -. - T` --YY..�t BLNT WIN WING TIM ENGINEER Or RECORD (E.O.R FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR tHE I- -t- '�_ ,W. f,J43 R.062' 1.560• �`'�. > � - X PROPER USE OF THE P.E.O. ENGINEER Di REORD. ACiINC A5 A OELErATED ENGINEER TO THE 55//19', .DUE /'*A --+ ,095 • 1'D15' D•LS In A R ELEVATION -� .A.3j IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAN". PAVERS• STUCCO OR WOOD BOARDS BE FOUND ON THE. P.E.O ENGINEEii, SHALL SUBMIT TO THIS LATTER NE SITE SPECIFIC DRAWINGS FOR REMEW. e7UDLOCATION AT 057* - --A.1 S' t� -�EXISTING WALL DR ROOLANCHOPS SHALL E LONG ENOUGH TO REACH NE MAN STRUCTURE BEHIND SUCH EVE PAM OVERLAP I-W W* J + II...,�,080"L_. ! t .... I N.T.S. •� f' ''Q) ENGINEER Or RECORD TIHAT PREPARED P. in—.0 - n„r.) "• I-j- PANELS ANCHORAGE SHALL BE AS MENTIONED IN At) .AND 0 A2). (e) THIS P-E.D. SHALL BEAR THE DATE AND ORIG6NL SEAL AND SIGNATURE OF THE PROFESSIONAL -- 2.0W'- 084• - I -. (e) r0 EXS NG mx EOCN MAUL A_:._ C_ ,W 7.000• O KEY HOLE WASHER a - 1/4' ♦ TAPCON AICMORs AS MANUFACTURED eY I. 7. W 8ULM. INC. 14 SKITTER MANNUFAC URER'S LABEL SHALL BE LOCATE ON A READILY VISIBLE LOCATION AT STORY - _ .063' ® "F" .TRACK ANGLE ® y a" "F" TRACK ® FLAT PLATED 1/4' Me,. CAP -' L�1 f) Q Q PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF RORIDA BUILDING CODE. ONE LABEL 2.a7" ¢ tJ -� 1/4• , . 7/6' rHX-M ANCHORS. AS MANUFACTURED BY DERALT INC. (YIN. Fc-15W p.si) SHALL E PLACED FOR EVERY OPEMNG, LABELING To COMPLY WITH SECTION t709.9.2 OF THE 0.036• (fin) -' --.094' AI.,I. WITH $TIID (M91 I)4E%M -1 teIRE VWNEEY) ,� N 1 - I/4'. X 3/4' SCUD-SEt ANCHORS. AS OWITIOLMED By µ1 POW SCREW. eaT 61 SPECIALTY Co. FLORIDA BUILDING CODE. GALVANIZED STEELI'll .344Y +N F, _ - ,__ (RIM Ya-18W 0.�) 1/6S DRAWING sHw1 GAILY BE USED TO &!� _. I - ``1j1 FYI TI�(/,, - C, `_ 1 V - - /14-10 PMIELMATE FEMALE 0 ANY PAELMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION r . is- LDMG : .VS,.• ✓ O PRODUCTS (INN. 1'c-2071 p-,-I.) ANlliltl OBGIN PERYRS IN 11E STATE Of :1.OrtiDA ��...AHA , &I. P:,, CEN ••.� " ' � i1 1}- Wi/4' 9 R TAP -GRIP ANCHORS. AS YANUFAC ftRtED BT iRU-FAST CORPORATION A4N'-E,{ A. T/A .37s•Fe-P .e75.6 _ V f/4• \ LNB.7) IRINNAL)IN EMBEDMENt OG iAPCON ANCHORS. ELCO PANE1HM76 AND CF TAP -GRIP ANCHOR. Mf0 THE lFLORIDA BUILDING CODE N) h veloci Hurricane Zone L-_ _ -- _J _ riD. 44157 "' F"`P rG� p' i✓ BLOCK JHrt SMALL E 1 ,/a : it ZIS qDo R pC0 We ,P I 1 * • - FLORIDA BUILDING CODE { h Vrloel HYrricone Zane Q7 EN ':'P FLORIDA BUILDING CODE Hi h Veloe HurFicane Zons20 fMU)E GAI.YANIZED STEEL SiOWI PANEL �„ &` j�II1'-C- _ IMP. TIDTOMI �?' ; B.2) CALK -IN a SOLID -SET ANCHORS SHALL E EMNBEDOED 7/9• INTO THE CONORETE BLOCK 1/Nrt. NO N0. 4 167 .OA}• PIATEU WING OZE 6 PIRA •q ATE : 'z t°°°° TM' 9c 20 GALE GALVANIZED STEEL STORY PANEL ,r,P, IR, _ -• NO 44167 ` RT�o. W. 20 GAGE GALVANIZED STEEL STORM PANEL oa,FnAN _ e,nyNp ! 3 .125 -.ie7Y Z'P•' t. `O INTO STUCCO.SHALL E PEP41TTE S 1/4- ,-20 SCREWS USED SHA L BE 1 1/2• LONG MINIMUM '- - i Z ". LO __ - - - M: GLOBAL PROTECTION PRODUCTS, LLC. p E, KEY HOLE 1 _ Ex15T, Alto 1' MINIMUM FORIX WIN NY STUCCO. STAT OF _..... _ 11 ----2.0W'' - © '�' F' 07/lA/10m SECTION - - * : * _1 * W/N/1926 �3'•. .ace - 11 s AT PANEL 'r % ••. - -�'.� GLOBAL PROTECTION PRODUCTS, LLC. y� GLOBAL PROTECTION PRODUCTS. LLC. Wn NRo S.r. of 911E[T INUE N.T.S. ATE Uri I L E C O I Ne . UGp s s71m. '' .. INI17 / IL ECOINo. �;. ��'•• F( P� '.R ,� r a"aee"W sown „A"',,. nalR. oWW. FL zut. ® 2"X7WXT �4" .e''•., a. W. s. xM Ww. WWw n aHW Inc he+ T64e.1nW: EF64 ern OR D (9e.Np- w. rAx (9a4>m-nv7 20-176 F (Na m-ror «N m-1«, ASL.siS/0 G „�,TF u-OWlllr MWWa Nr K7WATNFLr. Ng WING NUF w/OIn AN "V- ��(% R OMW. FL SUI4 / NA T• MALT" A Tallr Jr.. Pt ALUYINUY ANGLE MONDUMD M1yEW w/ ADORIIOYW / /( — tin m-.o . f . , oFB _i �,6 �- W e �'- AI N, _ N 1.aT I ,I , • 7/a'RNATIVE 11 USE (9 KO e ! / ! / ,.a "war - — 4W®a A NA "Noic 20-19 6 S DAtt1?;. • • • .TAN P E.AwMORN6 oAWE. FL. W: ( 20-176 Y` )ep-7SA,, FAC (96.)ep-m7 -'Y S/8- Or 2- I A PulTS INUSIS PL aFAL/WewneE/wTE G-0ppeN19 A'CS raw -Pal mG�oS0a�i9 iaa m-„a pMWt N,: XIrLIEII A 71LTR M PE m I- — 2 K - N • • ' ,1A1[/OATE -TOO A TWIN .1.1 't 11 SHEET 3 N b INSTALLATION DETAILS FOR REGULAR PANELSn dt CIA END 112=110 DETAILS FOR INSTALLATION IN POKED CONMM INSTALLATION DETAILS FOR REGULAR NELS(I At d-A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 02 CIEM EILOCK OR WOOD INSTALLATION DETAILS FOR REGULAR PANELS(i) k U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Gaimn ANCHORS =n0M, D coNalElE mans VAUD FOR EVA AR. UFE SAFELY ANT) E-Z WING SR]Rllf PMEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CfCOM ANL9aa SKIS a "ODIDM e) SS MS a SCHEIT1IR0UfRHOA 9) I n T I•.-..� - - IRED CONCRETE-_-pWFEp CONCRETE _.. P�%IAED CONCFRIE - - —.__. --. FOR WOOD SEE SECTIONS ON SHEET 12 (SEE SCHEDULE GN SFE SCHEDULE ON S.EET a a 9) ft I . DR OR ANCIIOR3: FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ _ - ., (6EE sclEDut ON \EXISTING POURED 4 ' \. 1 - - _ I ` 1QAV ; f ®REVUREDBLOCK r RECUR BEt AIRCIN016 REQUIRED R EGdRTE'1[ AaCMGRa s' Ya.. �2-6 ' E V� L 9. Bir•121KM ]" "" CIO +0 CO CREIE ANUnrs SNUM a 7mDIDM 9) -- - _ E.o: OaNK(SEEOEIC ANpalS l � �2' J inapt, �1s� WIe3 1 I(4-4) ITS at GH a) EXISTINGW POURED D - 1 i SHEErs a MRd1011J11 a) � .O CONCRETE ; O 7,F//4b .• ss San i �, _ tl� _ -. N o N sD,WY r r - ON ----Wsw 9)9cNmA( oN -'J9u SCHEDULE oil - t Wn Dx - n 1- Ifi. _ " CD RII�i--'�• , t �.:.- \\'`. �.\ .R ,., , � '" t/Y i , .• t- MM. :._ MPDUSTING ,. I E.D. �• (�) -. ® m�sAo[ - I SMRT 9) SHEET 9) _ ----I- N (D /� � J / . ., _/, .•9s errs { -- �/7•', �'�- sN3.i I aa:- CONCRETE �,, ,\. i -; q.,l. 1 , ...,/.. lalci' f--tip® _ __. _I Si. _ _. ..1 _I , I'.1 Iili I. W t J c J _ 1 .I1 4-..---+ rW ( 7 I,9a PEONIAFD ,,_, 1 I ,H o< e.� I _I�, I Mee. I \ .�. /', {- .•� I -.a £__ .__ 1 E.D. 1 O I I•�-� 1PQA4DPpARy ED. ;iI..... .-.. 1�4 E0. �-,I-® t •.+ E.D. � 1 I « :� ��\�.:...- i Me o / W� _I IL--® �_ E E \ I I I I 1 W 2 I 3 EXISTING PotALED 0 A ® i 1 I I © r •wroa No " 1 Y r Y 1 I Sol; RE9UAED. I C i -� I �,I -� �,N �Nr ,• wLan 1 tWla N; I I cX« CONCRETE REaURED I .T \ C t -I 'Y `tom: 1 Ex75TWC POUEf1 1 1 Y ' r -I I ,r• - I � I \ I 1 : 1 pF 1• _ ;t I 1s I I AA 1 , 7, I Tp�,y DI 1 CONCRETE OR - - 1 1 DL inn. am a•c -� E.b. ED I 1 1 ( 4 1 I I Z \�\ 1 - WAjp Wj I 1 10 CONCRETE BLOCK 1 I O $ N .__ _ �__ _ LT r" I \ 1 Pit i xe MWmYt I $ I 9R1W sOa • 1 towc one e $ 1 1 $ REWIRED. 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I tz 1 aci ! 7 I $ I Mllr StUp� I 2.J` !1� \__.� I ; H I _, I .0 ICONCRETE OR - *' 1Rc o!I • 1 1 6+e ir' EXt571IM'' POt1REQ. < ) CONCMIE Ot - 1 /2- r ,/ 1 • ,2 ve o �e® ll L+ t•3� - 1 }B CONCRETE ,LOCK I Ater AIa • 1 1 CONORETE OR - • . , __ _ coNCRETE aDCK • If t r 1 r N' J I i 1REWWIRED. I 1 ,r,/r .c. rP I4,,l I CONCBEIE BLOCK ., REWIRED 1 1 N«. 9.P_ ,NMp e � � � o16>Y4_I SO( o�q�i � .. L 9. 19 BY(E WtM Y-Ya. 1 REOUIED 3 E.D. I 1 F olAa aAS--1 OF 'L' WAs�I -]' 11oa. D.11..® Alown ,• Ain. •✓ ,_ i `.,. I .. /2• I t/2' EXISTING POURED _. a10 ITEMr 'L SO1t _. II� . I ..� Eh.. 1 E I - 1' YV..-I COMCIId'IE tOGV 1 E.D.(/�!t I CASE C LAN) y may, //'']6�� MAX � F 1" � AICNORS: ®WNCRETE SEE SCNEDIA4 ON SHEET 0 EXISIKF POURED .. HI :-,• NA. A[OLNIED. I EXtST11IO POKED i t'.ASE D LAN) '{ M'� �.Y f "- i DMA%- H I j - .. __._ 1 CONCRETE - 1 - —I a^► SCALE 3/ MI' ") /A __. _- OR aOOO SEE 9:CTA7Ma ON SHEET 12 _-- _.... -�: REOIRED. ']/4•- {,a. A 76� �V4Y- ai I CONCRETE OR ---- _ ) SCALE ]/ta.,• 2/7.4,�y�yt lY CD cOnOETE ANCHORS IUNCRETF AM(3,OMv '—{.D. coNUE7E AIC70R5 4 F, 4• - ,4 Y 7 yo ��nwlso 1 CONCRETE BLOCK E. MR • E.D. ED STAICDE9 W SIUO -- ';. _®a,A. p O 6f1 a ac CO.YA[7[ AtIC110RS Q NG, T , .Y- u is REGULAR STORM PANELS n A; ELEVATION 7 a-L /, a R[OU RED. /2' — = YO « « a ,Aer«'I AW • v 4 (TEE SoNmULE ON- - G,nL tu♦. • o.c 1/ ® 1A,1[ 1 7ALn If""'1/%6 32• p„a.noNR (SEE SGODULE ON (SEE SOEOUL ON OIFE iX'IEDtsi ON \ taw. \• Y.2/ ,y, p p,y Weris 9 lHaXialt s) \ SaErs a TIIR00011 6) SHEETS a W.IOGOM 6) OWx-IN oR PAHEIUNATE �� I }/4-- .ec .li. r a a Ibmp .aa "R.: .KAW a RPaup s I Sfi+LE }/32•.f �. 94M a THROUGH 9) iEMLZ o AND ANBAMIE / :/ ;-r .•.- ^ a r.r s We,« .Mini R e a J. :• tn' 4<' J I E�pppp I PLUS OR O TAP-0Iw CONCRETE ANCHORS __ �. \"/ .. _ _ _ ,INe 11[y1• . w N,N««r 1,V15-.- _ .. -_ . 1_.. i i{ I/a' MAx. GAP O �--- I ) T .500'' I �. ' 2.07 (S[[ •••••"•R ON S�e2T4 6 HAOLU9pSCHEDULE tIN 63 ,;No —11/4' T , 4'h20AS/4' S.S. BOLT y _ _ -_ ____ .I (YIN 0,676M -1 MOtE ,PLLE11 sHnTs a a 9) 3/6-1 _ +�y /am In sire Ltjt� INS i, a Ye.. �. W/ 7/8S3r32• WINC NU7 - '----_ --t- -- -'� 4 M a- • f2 1 OD. CONC M ANCHORS -- _ .: . - SCJ4f 3/6-t• SCALE 3/8 1- _ SCALE J/a•-1' SCALE 3 a•,t' SCALE ]/8-t' --(MAN- Iwn a,OiAP pVCra.--.. •-� '-Qm® /2 aNK,RG aon0 60. - . •r / - (SEE S2) am / t1��A �-J ._iM """_ _,MsUaS,oNORTE MCrCRG SFAOOERED (Su S 4 AICN ON 91EET 9) t 4' NI ' _ - _ _ .. __. _. _ EDGE OF ETa5tA1G e � r�, � i ED. "EDGE 04TAI10E ... - (sa YHEOtAE ON by E.D. .EDGE INSUN()E - bPENING KEEN 1' WOE . VARIES : 1/a• - 1 a W/ STUD (9EE SCHEDULE ON SHEET 9) I = �w I _T (SEE SCHEDULE ON . -_- THICK ALUM. TUBE OR I- • (SEE SCHEDULE -1 N/ O -:, CASE F••,(p�t1 S107 9) _._ ppaRO C a"VE OR SECTION A -A (TVD.) — W N,� I SHEETS 8 , 9) __ WAND BAND , 'I -- _� � .. _. BLOCK REGARD) D) SCALE 3/}2':T• i - , EXISTING STUCCO/ P.T. WOW MATE SPACER t SHEETS 8 h 9) SCALE 3/16-t• COntAK OR aOClt I I I / • NEW I' RIDE . VARIES , 1/8' / 1 1 NDTF t'OR (xMReINMLnoN aE SECTIONS: L. I I ALUM. TUBE ON /' VARIES ;). - M I T- - IffNNG • NpTE TOR �IIEti,AT10N OF CEETD/NR: I p.T. WOOD PLATE SHINER '-' I AEOLARCD I 1 TOP ,K BOTTOM MOUNTINGS CAN BE � W I I EYWM 2 Iri O.c" r y -10 It4NU TOP k BOTTOM MOUNTINGS CAN BE ci ' BEHIND TRACK C NORETE ANC ORS - i I COMBINED IN ANY WAY TO SUIT ANY CASE E LPLANI 1 asK I L W' AN•ttAY, COMBINED MANY WAY TO SUIT ANY „i • - (SEED xrHmLRE oN I INSTALLATION. SALE 3/16—t• SCALE 3/6-t' SCALE 3/ -b - SCMi i.. A. T 79 RiCK S"QR a TN OUC. 9) aA K Cent. r t• A. / INSTALLATION. ILLi \ , a _ : �� UCEN C� ✓ �+ i + R. c `S... !I:.... ��R X. T IM✓(y�E I .' •9 ExrsrING POURED '.............awomax• ✓ P�' EXISTING POURED' FLORIDA BUILDING CODE Nth Veloct Hurricane Zone -•y MIA srrn ,oPTN a r. 14. E FLORIDA BUILDING CODE (Nigh Velocity NurrlCane Zone CENS '• :'9 FLORIDA BUILDING CODE (Nigh Vela Nurr(cone Zone Q CAXCiETE -]/4 r ___Eo... - 02020 RlEia, NC- F` � ...WAIT 1 f 2' I" CCONCRETE � _ I XIM, ON A NOYR IM M FP. * •� WDIO R1W0. K - REgLRREp. - s * 20 GAGE GALVANIZED STEEL STORY PANEL (LHtA 9 • .) 3/ Ma,. .' , x" ,0 50 t""' am2o n7eoG, Rc 20 GAGE GALVANIZED STEEL STORY PANEL - . 44167 _ NOTE rDR coI�BNAnDN or SELTa)NS: pWrn n: z ANoc is # MNaN W, oAlw sr: No 44167 20 GAGE GALVANIZED STEEL STORM PANEL �N�T[ i -p ' Tr - 9�NEETs a TlNquaHG" y . ATE = U/n/zaa %► SEA N�Xt-X Tt * C --- -. _ n�IN" EA. EDGE DISTANCE 's * ; * � er o . GLOBAL PROTECTION PRODUCTS. TLC. Y,R, $ 1 Wa x �� ' GLOBAL PROTECTION PRODUCTS, tLC. ;y'"0 ,e• •ffinjja�NTING. --- - _ S TE OF=- GLOBAL PROTECTION PRODUCTS LLC. (SEE SCHEDULE ON TOP k BOTTOM MOUNnNCs CAN BE S TE 0.: F oAlti IL E C O NNN . IL E C O rNc. f 49G0 S-W St 9TEET DETAIL FOR SPACERS REOUIRED AT TOP OR It &'-.. .eao aA a, sTAEEt SHEET a) COMBINED IN ANY WAY TO SUIT ANY �'•. 1L E C O INc. �> S'S• • AN1' OWIC ti aura enuF 3/a.,' hti HALE �, � a _.,_wP`N`N..M'"" PPW000Rp-7aw, na,(pa)"rm7 20-t76 801TOY TRACKS ADJACENT TO STUCCO/WOOD BANGS k'NF[,- A(D*, / 6 ( >r Thu Aix::'DKH)mma 7 /�, (, 1/N G-oG067i9 M1A1« R. r .W�� RIK MMA.a Ne: YS' a"� dAU of-tY q rAOBw a tl,« i '1 •,9�FSV f 1�• tIA m-,NC . r. P.a m-w1 —` IeOD 5.r. st 91�T� r Z INSTALLATION. ! O' F RID , .; Zay H.w a -: NONA..If.1e N m P,HonE (ae.Nw 7"e. FIX, ((')"o-ew 20-176 Q Av� («a m-Mp 'E' TAILip A iutN Pt T-IR _ ,'49 / AL 7LIR/MTE rtv,WA A iRIRtJ°.. r.c 17-.N ' NA y� rA-oGOUT 7 ram . O m 7 1.W 9.WET 5 d N W"F HiNNM^ �R IM1 A MAT 44 PL. F-w aNOT . a 29 J CL SHEET NO. SH 1.0I 1 1 , ) W. 1 I lY /y� ;fo. faRllrn0y ,m E4s,Psc anew 1 , I 1 I ' ® F.•A 1 i s• OL I I 1• -- I I,/4- 1 iMm. 1 w�aoWdal� 1 1 1 1 1 ' I I I I of I I I I I ` I 1 ( I 7t7/ j:' \ Af3KRR0 1/ u ! 1 - -r - 1 i , I m.10En AHOIORf� (e aoeaWE R 1 1\ 1 a ban ekN WALL AND FLOOR MOUNTING INSTALLATION FOR 'ARM,R••aaN9 • SPLIT PANELS v .RED w _T!D P.• g 9 ..) - IXNCREoI ArNON to 9oenAt oN I' I.... 'M/PL -•• I - 1 _. Pr•aMtO �' `-T 7-T-T-- .. ! (666YT9�) M• Awn IM.I-A I 2' It- C , 1,• Rw. we aRmMl 1 r•,-r .LT. MINA • {2N, I/'• c Y) a/,r• tAta IL _ �`: 'b'E /• _ 4._� 1 a.m.= a 4WNR � A. •ROD 1/ i t/a \: MNi' E.G. PLUM NOG � mac,a 61MIV+ - _ _ _ - .-1. ELMO / DETAIL i T 4 1 1 I SCALE 1 4 . 1' 1 ) I m i oo+Ml n�arli[ w o NS - 111.1 wua • I� aicua a A. aaV' sso DO m""ioel•t�' rN�a•s Iwt°nw i .� NRDK 2 1 I. s - lALLar IF = LE �aTHE Sam 1 I 2�a n „row !zi/i r o.c r� ' e .. Lo iRm INr•L6r .. 11'i t+li'riA'MU wi./rNRMan r-... ... w_ -7x.o ".1- MuaRN 2 1 1 I�Y , 1 FIB' I Ydrl/ACUTE 1 \ s" .1 IP1ft�Oe I e N YL 2 f , - i OC ' ® - , +1- Z Mn wu1oN srw • On w[OI lM1An (P i 1 ELEVATION s SPLIT STORM PANEL SECTION Y-Y.aPD SCALE 1/6•-I' SCALE ELEYI/6� piTAILY SCALE ,/4•-+• RALa NA (M. OOGeIT1OM7 uuu_loN scNEnuLE Mm. LMALION SPAN (FQ REWIRED W. TIME MULLION - 4 4--6' 2• . 3' : 1/e• 4'-6' TO V-M• 2' r a' . 1/6' > S'-r TO W-10• 2• . Y . 1/9'. 2' 4* + 4' > 8•-10• TO 8'-D• 2• . 6• . 1/0' • 1�'R TO +5L6MOrp:l., s_°�:.0 p.aE RATIO •• LELTi0 E�5�•L C °RIFMF.D SECTION 1 SCALE 3/8-1- NOTE MULLION CA ALSO BE NSTKIED W/O STORM PANELS ON TOP OR BOTTOM SO THAT IT is LOCATED AT TOP OR 807TOM OF OPENI6G. (ONE PANEL OPENING W/ TUBE Top a BOTTOM) PG 1IyI/ D[,111d • e ► • A M � A � k � �t LAA Lill 'e ce- FI.OIs - 'f..M WNW NO 2�+ �2 Meet __ -- - 1L11AY b�) tarn I Al �y 1�pP y'�LrPnNN. _.._NiY W OOIa m P-a Mb �Ga,,Ne•MaaN . W OIBNNr RPm Ore ' � 1 Q� MRRR MPD P/ M TWW,R14s1 +! t . � r ' 9NP•NIYO' rat F i tRe R T oe W ' �pg • r P4 rM.•IN PLARL _ 1 559 M 3 a+L a m RAa E l as Soma. E � a PACT. I yya m_m[[ i b s ♦ rNARL ) !WALL MOUNTING INSTALLATION - ALTERNATIVE 3W SCARE 1/4' . t• �L nop..r ,(f 7 • u ,/r aG ,((1WtaOIRY.s INSTALLATION - ALTERNATIVE I W •i.N• 'm .e Ra W D IAIN.Mr a 1w[ SCALE: 1/4• . I - INSTALLATION TIME 2W SCALE 3 /4• - 1' NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.e.f. AND PANEL'S LENGTH UP TO 8'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2• W/ SPECIFIC DENSITY OF 0.55 OR EOUAL NOTE FOR COMBINATION OF SECTIONS: TOP 3E BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS CONCRETE ANDDA6 f5Q 9L QtSw 'O� \ (SEE 1 w� POWER coMDEa J IMP. MIM, POURED CONCRETE a,MARm \ � {� t-. SCW.MRE a. �'rScMm RE cSWEET 14 MR ��SEPARATION tam-- CLASS NNC .3 : Lvov a RYIr•fA� : EYR71F a STUD • 12 ,/r o.C. (S STUD a 12 I/V at I tp'Nt' IIADI9E , .'w l' RADIIE 5C1�W »/ ]3' MIA.MIA.(CRY I) - / f r/ SPR9MU15 teEE ERET. f�/t.;l - TO Oi. D (CAB[ IICI0 t - I p (SEE GET. 2/14) M aoH.cRtT[•7 .,% POURED 'R OIL CONCRETE 0 I` eLD« WAL r I r RLDURm i , I , m aua 1 I +�♦• tWA �I ! PIr R ,E 1T O.0 1 Yl ray po �0W � u 1 Yrw NW eme - CEILING i FLOOR MOUNTING WALL !FLOOR YOUNTWG INSTALLATION - ALTERNATWE ♦W INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-07.0 MAX. SCALE 1/4- - 1- A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4- - 1• ,r D'Ri• • ,i 1� � ) 8 I.w i I,e r Im1 NIN.m ppamouNim- ap TRIM MNINNO 'r61DI1mN rr t3r.R nNP =T_ ' L 1({$fAl1ATNN1 - SECTION ,LAW WAAE• 1/4' - I - TOR CDMpBi[ ANDIONS, SEE SCHEDULE ON SLEET 14: FOR WOOD SCREW SQ SECTION HI SMET IS 1W/15 '= T•• Mr IRA. ,[ LOCATION P Rum ,. .) /15 ALTERNATELOCATIONPANEL � J ON LINTE SAFETY FET'r PANEL L MU WINO LIFE SAFETY PANELELOCATION OF i.e. REGULAR PANELS W/ opt - .� PAArEL�J NOTE IK1E1Yi) W/O REGULAR TRACKS (SEE NOTE ,SAFETY - CONDOM BElAW) ' LAST PANEL Ai TO BE INSTALLED AS IBFC SCNFDLIE M ;.•' �:'/•�; EDGE 0af LIFE SAFETY STORM PANEL OPENING SHALL E ,.) Papm � All"" rNL OROPTION ALWAYS BE PROw70FD r/ REM HAOE /OW. N 1a Hj TO FACJLTAE 1MSTkLA1ON R MENDED Cp'L �'M CONCAEIE AK:NOR / ''- TO STRUCTURE a ON REMOVED FROM INSIDE ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32--1. SECTION i SCALE: 3/e- - I' - SECTION 2 SCALE: 3/5' - r rR/4. Mr, CAP ®°• t ' t ' 1/•' MIN. _ (GAO 0M cNP 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (PAST OR LAST PANEL) 1 9FE NOTE ,) B pT pp pNMD3-I°'T OR AS AN IMERIR PANEL. (ANY PANEL LOCATION IN BETWEEN ENO PANELS). paD FAns. 8 LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) SE[ ALOE I) 2. LIE SAFETY $TOR�F PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION 0-6 PER COMPONEEM tD. SHEET 2 Of DRAWING. SCALE 3/32•-1- THIS PANEL ALLOrTS ITSELF TO BE REMOVED OR INSTALLED FROM THE TSIE OF STRICTURE. .SIII1NIIfMA,R 3. LIfE SA:ET' PANjL REGIMES TOP TRACK TO SE COMPONENT 0 k BOTTOM TRACK TO NFL p, TI N BE ®As PER SF/EET 2 of TH I DRAWING. �Q`•,.... /T,/ COMPONEMWY INSTALLED wAu OR FLOOR MOUNTED FOLLOWING SECTIONS 1 e ,TfT'Q�: DENS •'•.� S'yFy 2 ON THS SLEET, AS WELL AS DEfAXS I At 2 ON SHEET 14. •-Tc Z 4. MIA. LENGTH FOR COMPONENTdDIS r5'. ,r FLORIDA BUILDING CODE (High VelocityHu Gone Zone) Max. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN UM 2 �' * RE MO TLwCO PAC 20 GAGE GALVANIZED STEEL STORM PANEL Olyry m: SCHEDULES 11e 2. SHEET 74. COMPONENT MAY' BE PERMANENT OR REMOVABLE.•E.a I S. SEE DETAILS FOR INSTALLATION TNro wooD FRAME B(ALDNcs ON sHEE' ,5. =",,'3'O •, OR - 11� E\.O EMc. GLOBAL PROTECTION PRODUCTS, LLC. �A•'••. Is. 51 STREET 8 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ., FSS `, e COMPANY DIG• n - =14 20-t 78 SPACERS AT TRACKS INSTAL£° ADJACENT AND BEYOND TO STUCCO ONA- - Ma Ww K, r & IPv.1 me n n1r naD (n+I6sM-734s. fAI: (wNs-COT STUCCO/WOOD BANDS. A'rrAN TIN WELN 1..- . lsN Mn AL . r- : Pr m-wI a �wr Pf >EA•/RDNMTTMR/aATE YIAIQ A YEW E L, P,.H• 1>.H. M 111[LI 13 O SE RW�Wl��i1 fR7NWRlf�W�W�W�WiN�WIRW�fAHgill W�W11Wrt• c) R iR�N�R NIRB�B� �IRR�BOsumi I MAXIMUM A.S.D. DESIGN PRESSURE RATING .R.f) AND CORRESPONDING MAXIMUM PANEL LENGTH "Lr SCHEDULE nN n .A. o.m3.rA .n NRF p[NyO10OMNY ASA MTNC N•r. LDOIH (SQL ~ ) ro � �0�0M R THEM .354% -72D Y-r OR LESS 2 1/4' umm m , THRU 5 A 7 .SSA -724 »'-S• TO a' -a• Me.. 2 3/a' I11410LIM 1 THRU 5 e 7 -55.0. -TIC N'-a' To 11'-2• YWL 2 1/r • 9OVE0041OIA,01, 5 .QA -460 IT-4- OR LESS 3 1/2' • pTEp y ypPSp ' S. 9 e 10 , SatED W/ 1/4T►Ml• SS MS R WIDF6n A O/OaN a WNDOIX Oi AAML M_ MIMUM A.S.D. DESIGN PRESSURE RATING s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (WIUD omy FOR PANELS ne 61A owALAyon As PER sECTIONs I reau 7. ON BIEETS 4 ae 8) MNMRM AS.D. DESIGN PRESSURE Raw (,.P.I) MINIMUM AIOCIM VACNO FOR E0. - 3 1/r « APPLcAm" to a ANY comommN O: THE M 1NO1{III PANEL IDIOM •L• (IL) OPCON v SM-GNP HIM-N NNnY4TE fEM11E D PAI°1Ni[ RM TO CONOaTE To comeam I, ro CORCROC TO COMCZm Ina ro CONCRETE TO COEMOE OLOCK TO CONCRETE TO CONCRETE ROCK ToWKKM TO CONCRETE DOCK IT. e/A N/A M/A 9• M/A 6• WA I• WA I (10P) a• r N/A N/A e• r 6• r 9• a- I (W"OW r N/A N/A M/A r MIA S' MIA S. N/A 2 (TOP) 6• M/A N/A N/A r N/A S• N/A 5• N/A 2 .56.5. -".0 r M/A N/A M/A a• WA e• MIA 6• N/A ] e (id•) )'-5' On LESS OR LESS a' 5• M/A M/A 6' 6• r 6' a' a' ] () 6' M/A WA N/A r N/A r N/A a• N/A a- 5• N/A r a• r F- 6' 4 r 7 (60TTO ) N/A M/A ,2 +/2• a 1/.• 6 Ile 6 1/4' 0 I/.- 1 9 1/.' S CT-/-.w SIX "ITS 10 a 11 FOR AO,Ok TYPE a SPICING rTM INsrALlwtafs PRO am mm NM09la TWO" ANCHOR VACDM AM IMAM EDGE MSTMICE ARE tOrA= OM Ik SCHEDULE. FOR EA. LEES OMH INDICATED ON SCHEDULE M= A OCO RANDOM In MIA/MLWO SPRANG SOWN ON SOMEDULE Or IIE F=OWAV FACTORS. FOR TIME ONE W" TO ME POSSIBLE IImUCED SPICING OBrMED USING FACTOR SIMM NOT ME IL$ THIN MINIMUM SPICING 80M TOM EACH AMdal THAT AT AIC,MRR LOOD.O. MOP TWC +/11 TASaM 1/4•• v ,M.-s 1/4W 1/{•• 1/4•• M•M-.T 1/a'P va•ItT M NOON Shear 00 ••�PI.,o C MRy QnJ a a a a 3 3 1/2 •k Art al+r er 6•) 3 3 3 1/2 S 1/S 4 3 1/2 ma. [Y ►eK wimIeD fAD9a I 'A• 3f IJm - - - - 21/r y,�. ,m I.a ,/4' LO.. S/r LONG SRIBS !PUSHING III S.S. U.S. • 6 1/4' O.C. FOR PANEL, LOCIG IP TO 5'-0' ARID a 1/4' O.0 FOR uOwHS W To or -a- Ma OR ITA-to PANELMA/E FDA" D OR FAIETMATE PUM • ,7 , r o. C. WIN! 1 1/2' W. n4MDEDEA 'yl td TO HEADER FOR ALL LE14M IA po r-.r Y•r. 1 [ j + 1 i I1. I I I I 1 1 1 RR00DouIRnMfd°O1 i 1 - I I I Y I 6 I 1 1 1 1 m SHM as FOR Wn 1 f SEAWMMON TO GLASS 1 I 1 EO1 I 1 1 EOM 1/.• ID. a 5/r LOW OARS BuseeO i 4'•- • S.S NIA e 9 1 4. OC. / / IOC / �. FOR PANEL OR U30 M ro TO W 6- a 1/r C.C. FOR LET.CDM iP ro O• IN•.. yEy WOU ED 0 FEMP'Ir C a OR E14-10 PANPLUS 1 ELMS • 17 IJr D C. aRtH1 t It P/2- ms /2• INN T,.RfARO PEMirATa. AT ti•OWDTN a DIETING .COD PUTS FOR ALL LOOMw ro0'-r MO. SCALE 3/8-1- INSTALLATION DETAILS FOR REGULAR PANELS(I IIIE LIA INTO EXISTING WOOD STRUCTURES - _ t/a/yuo�x9rilrrlR�a R• ac r ,I' /y r' - Art a ��••'o E0'.. _ ( EO 7 ` 1------- EO! Ed - Ri 3 c.H Eo, WI _ - L 1 I I 1 oaNA� i I �� Rom Ha7ea 1 1 -4- ITEG{RO ALTERNATWE i W ALTERNATIVE 2W f ) SCALE 3/9-1- SCALE 3/5-1- SEE SCHEDULE GO SHEIT a TOM Me, SEPARATION, : m atPPS I WRAF MIf)1Typ• I EOr EO i 1 EO� 1 Y EDF _ EO E01 1/2. EOI -_ 1 L��PPOP, PLATE ROOOPJ•al! M/ 1%aY.k•T•/]Y I' POD 1.. f WN6 NlT • r Oc v.n �6i. W'v°waPP®r oc R ALTERNATIVE 3W ALTERNATIVE 4W 2'..• RAI[ :� •'iaIBIN Or RHO[. SCALE 3/5- 1' SCALE 3/e.,• R[OLARED PF..Pf�S AJIVE i/'�'o�o' 14 ..... ..w ... ..w u..w.. , •-.w.. NOTE i SHITTTER TRACKS NOT SHOWN FOR CLAIRITY NDrest 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CDNSTRUC7ION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR COMBINATION OF SECTIONS. TOP at BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, STUDS a EVERY OVERLAP (12 1/2' O.C-) M HOLD PANEL IIY�NIImilli /l .I •.1 . ! 11•i STUDS e (TT I/Y P 0. C. TO HOLD 5/0- M)n (CASE') Y MIM, (CASE S) AL7EANAIT 1/4 SEE I;1 SEE I �INTERKR PANEL END PANEL ®°R B SOCOU • SCHEDULE ' --3•- f2 FOR f2 FOR - 3'- -I MN. ANCHOR MUM. ANCHOR SPACING SPACING 1'-3' Yin. DETAIL : FL�R���NTINGINST��TION(APP�GA�TOSGNEDlL2)2 : FL�R��__; INSTALLATION (APPLGA�TO SCHEDULE •rA r• 3/1B' - 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f) AND CORRESPONDING MAXIMUM PANEL LENGTH 'LAD SCHEDULE TAPPLICAIBF ONLY TO SECTIONS 1 A, 2 INDICATED FOR LIFE SAMY STORM eaYEL 5TffilE ON SLEET 131. MAXAMR, ALELD. PM(SSUIE+ PATING TACON OF1A-W CWII-N PAVAUE TONE D PNaUCE ELMS SECTORSDES/ k CD LION OF WIaYW10 PAl1E1 LEN6IN i• lK) CONro CCON Bt m CONCRETE CO RETE LC mTO CONCI B,00K 6' N/A N/A N/A 6' N/A rN/A 6' N/A , e 2 (TOP) 55.0, -72.0 9' 7• 9• 9" 9• S. 9• 9' 9' 9' ' (801TOY) S'-0. OR LESS 6' N/A N/A N/A 6' N/A 5' N/A V N/A 1 4 2 (TOP) +55.0 -72.0 9' 5• 9' a• 9- 7 1/2- 9' 9' 9' 9' I (80TTOu) 5'-0• TO 7'-6' .55.0 -72.0 6• N/A N/A NJA 8' N/A 8' N/A 6' N/A 1 $ 2 (TOP) 7'-6' TO 8'-6• _ 9 4' 9' 8' 1 9' a' 6' I6' 6' 8' 1 (BOTTOM) W WUN A.&O DESIGN PRESSURE RAtM sf. IMIE 1 MUD a Vr M, TOIL TOP Or AGE) GB[ I LEAD e r Ws TOW TCR 6F MIME) APPLICABLE TO SECTIONS / e COMBINATiO. OF THEM MAXIMUM PANEL LENGTH 'L' (ft.) UPL•ON - _ CAITO 449.2 -61.5 3' 3- 4 1/2- 4 1/2- 2 (BOTTOM) 7•-6- OR LESS .52.8 -66D 3' 3' 44- 2 (BOTTOM) 7'-6' OR LESS +55.0 -72D 2 1/2- 2 1/2- 4' - 3 1/2' 2 (BOTTOM) 7'-G' OR LESS -55.0 -72.0 2 1/2- 2 1/2- N/A N/A 2 (BOTTOM) 7'-6• TO 8'-0' +55.0 -72A N/A N/A 3' 3- 2 (BOTTOM) P�� JCENSF^ No. 44167 * 1u,NMN AND. IpDN I.n NWIe1 MLI6R, IIm1AE RIM (Nu4) l• (1L) (NT R HDNWN, 9UTINId m WM M4 OOtlmN .Sao. -T2O ram• 2 3/•' Wq,m SEE SHEET IS FOR ANCHORS TYPE t SPACING FOR OWA LAnOW NIO MM EMIT BMDM M MMUM ANCHOR SACNGAM S AD MINIMUM EDGE DISTANCE ARE WOTCAIED ON THIS SCHEDULE. FOR ED. LESS 1HMt1 NWA70 ON SCHEDULE REDUCE MOM SPIoND II MLCTILTINO SPACING SOWN 01 504MU BT THE FOLLOWING FACTORS. FOR IRS OPERATION TO SE POSSIBLE, MED OID SPACING ()VARIED USING FACTOR SILL MITI TE UOIS THAN MRIAM SrAaO NODDED FOR EACH Add TYPE A AILO M LEGEND. I/4•A 1/re 1/4*• I/e.. 110P &,MOOR 117E OPm1 v TM -MP '� • IB•E OMIT-N IRA ROOM Temoso LIP) 3 3 3 3 'NNN1MaRT er) 3 3 J 3 3 0.a M.l w 6a ) a 3 1/2 3 1/I 4 AUNT CA - 2- r ,m IW tm O s IR• - - Ae - Im Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (SIN) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS n & 9 INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VAID ONLY FOR PANELS tOt (DnBTALIATgNS AS PER SECTIONS I THOU 10. ON SHEETS 4. 5 At 8) ANCHOR N1IIEEE NN"Ea A�•T�(J l tea' UCEHp� "1C i FLORIDA BUILDING CODE (High VelocityHu Zone) No. * ` 4167 a°010 R rm0' IND 20 GAGE GALVANIZED STEEL STORM PANEL Gone rs orWa R: _ 9 • STD *x sue" - GLOBAL PROTECTION PRODUCTS, U.C. eT/`�0i/ s;°,(.� • % ro�. .�' ^ ' K' 11M E C O EMD .am S.. 51 aTRE[T w.L n- ''a, rSj " ' NG 0 L ( M, - a _ e Ar� „i Mac FAX. N,w.: ONl m-1m h. IOC m-1o, (R6.)Ma-7'M FNI: (W)aff-Im 20-176 / IrMrNN . G-OOOi7ff r Carr Pr r.. ORmese; Me: E 9FA./RORATURE/OI\R IWL1G A 7411I 0., P.L - - 1 OMQT 9 O s LIAIIIAIM YAIOaM AMDRS EPYCRO F011 E.D. . S 1/2• « S.D. DESIGN TAPCd OF TM -OP CAM-N PIIIEUMOE FINALE O vNQANTE PLUS SOA SR APPLICABLE ro SECTIONS I e MAOYIM NAIn PRESSURE �� (RUE) ro mNIOIETc ro CONCRETE &OCK ro CONCRETE ro CONCRETE DDLN ro caNaerE ro wMDE7E BLOCIL ro CONCRETE ro mfrmT[ atoa To CONCRETE ro tDNaaEi[ MLOCM To coN1CREW[ TD rnncREtE RDDI Nwr wMM+Ai,ON or nd u3ACM t' (ALL) 6• N/A N/A N/A 8• N/A 8' N/A 8' N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 8' 8' e' 6' 8• B' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 6' N/A 8' N/A 8' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 8- N/A S' N/A 5- N/A N/A N/A 2 (BOTTOM} 55.5, -72.0 8 N/A N/A N/A 6' N/A 6' N/A B' N/A N/A N/A ] k 4 (TOP) >Y-5• TO 8'-8' � LESS 6• 4' N/A N/A 8' 8' 8' 8' 8' B' N/A N/A ] (BOTTOM) 8' N/A N/A N/A 8' N/A 8' N/A 6' N/A N/A N/A 7 (TOP) 8' 4' N/A N/A B' 8' B' 6' 6' 6' N/A N/A { A 7 (BOTTOM) N/A N/A 12 t/2' 6 7J4' 12 1/2' 6 )/{' 8 1/4' 6 1/{• 6 1/A' 8 1/4' N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2• 8 t/4' IT T/Y 6 1/4' 6 1/{' 8 1/{' 6 1/4' 8 //{' N/A N/A 8 (TOP/BOTTOM) 8•-e• TO 11'-2' 55.0, -72.0 N/A N/A 6 )/1' N/A 6 1/4• N/A 6 1/{' 6 1/{' 6 1/{• fi 1/4' N/A N/A 6 (TOP/801T0M) 8•-8• TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A B i/a• B 1/4' 6 1/4' 6 1/4• B. 9, 10 sQ SHEETS ,a t, AND I2 EDIT ANCHORS TYPE ! sPACID MR INSTALLATIONS HIITO WOOD FAITE BUMDeD. IeIYIY ANCHOR bPlICe105 AND MINIMUM EDGE DISTANCE ARE INDICATED ON LIRE SCNESMRfi. FOR CO. Iffi THAN INDICATED ON SCHEDULE RETXAOC ANCHOR SPACING W YULiPLYMNO RANCID SHOWN ON SCHEDULE 9Y THE FOLLOWING FACTORS. FOR THIS OP[RATIDN ro BE POSSIBLE. REDUCED SNCNG OBTAINED UBPSO RNCfQit POLL NOT BE LEES IIVN IMIIRIIAI SPACING LEGEND. ATOP lYlE _ 1/4: ,/41 1/r• //.'. 1/4'• ,/41 iANCOM R TAMN� FORMS�T4sOM1AR OMxy1 f011D-1[T w AIIOOf frArAD (N) 3 ] 7 3 2 ,p ] ••,RNRR.MO owR•r (M'•) J J s ] 3 ] IR trdA4ly AL*al fa �i arloG ► bo i 0 R INSTALLATION -71 1h10 PNNELANIE PUTS - - - DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES / I�/14-,0 PANELLNTE PLUS n A �A _�1♦-10 PANDWTE PLUS 5 1/.' O.C. W/ T 7/M• - 1 THREADED PEKETRATIDN TO _6-11/a' O.0 W/ 1 7/e' `,' TR.fWED PENI[WMTION Tp WODo 1r�pER 6 1/4. O.C. W/ , 7/B' THREADED PENETRATION ro EXISTING WOOD HEADER I'. - EXISTING WOOD HEADER PEoUIRED-- EXISTING Wow MEAGER f II ` 1 H 1 .... /rial/a[' Mn • T T/a1.YX .. JIRM Wn • .. _EM MR • EVEC ['LOAD snn e 8 1/e at WOW HEADER 2 �'I W000 HEADED / I LION sat • / 2' yy 6 1/a OC �I E\IBn sow • R f I/.• aC J- RECKAREO- - M•a '�I REQUIRE° : ' .. M�n. I �' iWr /� jL Il 1Q SORLwE ON S[E L[DIAE ON WE SCHEDULE d 1 SHOT a FORAM . WHAT a FDR M. SpAwm SWEET e Fat IN. SEPARATION ro DA m / 'a OI.IBS 0 DA9i `� Mm. PANEL LENGTH tl4Y-201n' fA (SEE NOTE 1 - - �' Mor. PANEL ]Ot' SAL VA (SEE i LENGTH - NOTE 1) I/aY-7Oon' SA " MeN. PANEL LENGTH (sa NOTE 1) R a/ we •F * I OF 'L• ' OF 'L• �. G ,MQI //}2� MI L]/ i CD I) 77 71rwl" 1, ILL r M • well OUT RISHER 1- - rr ` EEO. 4'• VG SCREYY$ '! _ 6 r O.C. W/1 1/2' 2•x.• WOOD RATS -' _ -1I a PME1AalI PUIS REWIRED PLAIT _ ,I O D REQUIRED _PUTS ... TPENETHREADED O M 1/{• OD. W/ ' 7/a• M)WOTH OF PLATE TIRfAOED PENETIM7IN • - MO WITH OF PLATE I 1 4.0 TAG SCREWS e - a5TlpO.C�. STAGGERED W/ - - -- .- •� 1IMEAOED' 'PENT RAWi1o1+ S�Ep�/T DIREC • -- �... 11 AT MRMITN OF PLATE DIRECT MOUNT SCALE 3/8-1' INSTALLA71ON DIRECT MOUNT JJMW91110 iuw INSTALLATION IDZEIt SCALE 3/8-1• SCALE 3/6-1' I. INSTALLATIONS FOR ALTERNATIVES SW. 9W IT IOW ONLY VAUD FOR Igbp, BUILDINGS WITH AS.D. DESIGN LOADS UP TO +43.0. -48.0 P.s.f. AND IF''4• L FOR PANEL'S WOOD FIFRMA CONSP TO TRUCTION: WOOD MEMBERS TO BE SOUTHERN a,N'`TPpLTItt/ �MP� ,.. •;" "• % PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EGUAL. _ �.• �GENSP FLORIDA BUILDING CODE (High VNocl Hu Icons Zone) NETTF' FOR fiWltTlfMt of encia: = No. 41 = - * e woW nT,xa rc 20 GALE GALVANIZED STEEL STORY PALL r°' GNININ 6Y TOP A BOTTOM MOUNTINOS CAN BE COMBINED IN ANY WAY TO SUIT ANY %' * ; 4•'• S TEOE G• _ _� 9 '•, > / ''., FC r.7� / /� GLOBAL PROTECTION PRODUCTS. I.M. I WIR O EMc. W G INSTALLATION. O , � � R10 �` %,, FS' II •�� SI ( Mm a p1a1WNOP,allo a ANr a 3tN R RA i .NW.• A. 3Pr •aW 1.- 51 vNw DWC IL =14 R1o.c (a54)A•-75.a, FAY: (IS.)9R-•AT ZD-17G JLl_ .N'' ArINA w..: pe m-ur a i ORr m-1r. ON•YIG Ne IINNN�L YAt/9p,ARp;/al[ MILITIA A TRlIT'i., P.E LIa ee,aT 91Qi V a 26 INSTALLATION DETAILS '/••• LAD ROE" • •' or W FOR OPTION # 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM I T ,/2 IAn. TNWAOm PNERPATION ro 1J114Fe1C f000 ,RYDEF WI ti > J 2 E° EOFV L MEWNm EO'I Eoi ._. i I7I.aD wr/ :[NON ACID • 12 T/2 o.c. ALTERNATIVE i ALTERNATIVE 2 iNE) (SEE. TOO 12 1/2' o.C. KT. ,/,a) g I 775 SEE SCHEDULE 41 FOR 10, eEPARA,ION ro aLtas. , 'r Eo j r EQ to [ EO L_ _ n000 (RAGE IIEQA,ED � WOOD RATE I 8 - ALTERNATIVE 3 ALTERNATIVE 4 PN TE .kO D 1/4'. LAG SCREWS e r O.C. W/ 1 1/7' MA THKADm PEwmmu on a eUSOr r/ /41.-MI ' L M. 1/4••-3Ar . 0 M.S. • r Olt a ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS ,/4h20 PAEUN7E rmw D OR F.0 MATE PLUS a 9. OC. r i 1/2• Me, SOLE- 3/r - I• THREAO[D PEIrm"m TO WOOD PLATE NOTE S UTT" TOM NOT SHOWN TOR CLAD WALL MOUNTING INSTALLATION Tl�j"'*s�, ALTERNATIVE 1 W r ��A...:....., ` 'ors '�` sale 3/r - r :' CENSp '• . •fir' J 7 FLORIDA BUILDING CODE (High Veioc Hu cone Zone * :� .nom n1Et». Na 20 GAGE GALVANIZED STEEL STORM PANEL AIM ,. DETALUt1ONS ARE ONLY ,WEND FOR DMLOaNGS WTTN ISO. DESIGN Labs W ro $1 OF- 4V ` o� w: m/'/70m +55.5. -72.0 PIT AND PAEL s LENGTH W ro e -r. Ft it\0� - \ /R AL PROTECTION PRODUCTS. LLD. 1 ATE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD WOEM TO ME SOUTHERN • �i('(CS• • • • (L �, j� ,�, _ . e e 9a e E C O L N D . 4000 S... 51 sww POE Me. E W/ SPECIFIC DENSITY OF OAS OR EMIAL %.Fr St A`�y5 N 'f s(/K/ • nAAlf III-•' . a COr as )• M_ _2 .IrM NrYA N A1r n.•N : Pr) n1-IRA W0c n- =I. NOG (9s.XM9-TSAR. FAX (954Ma9-e7IT 20-178 P2. YAL/SB1MT,•D/0.1E fw-Om6719 WKT[R A TLIT N.. P.E. N PAT M. r rIRP� r SIMWNP Nc SIIOI 15 Dt 26 c- i (A (� O �--• U L N Q 0Cu O CQ O -Co fn O � O O AL O CQ u_ 0 .� C/) N E O /\Q�V�� U O L .� _0 U Q N wF-N j Q J t r \; � 1 (•' :N1� I i ` 1 > :1J O F1 t. � •� LU Cn �^1e W � U) U c 0 U 'a)'^ V! W LLI = a Z Z Q ^J SHEET NO. SH 1.1 I I I ! -A - - I- - _ F '_ 11FIF111 I I ANCHORS (SEE SECTIONS ON SHEETS 17, 15, 19 At 20)----------- - -- - 7. 3111/17, �_-LIM--- .. - --"W%i% YAR/Ili 6•'Iw/20------------------�wr�ic 7575*/ 9 Att(SM/20y ---- I• IN 'I - a 0 0 0 0 0 0 I_ TO-0 � I � t I QD�fl' O � 'I 1 ( o PfaAA• fTgM w Rt o m 1DA S p• AN fl lit SYEfi 5T0■Y Phil IA A PANEL LENGTH (SEE SCHEDULE) LpFATIOI • 1ic sYFTY - i -«�- 04 MA R LEFT At WE Ova i'•O.EI■Ar� ,• MA%. 3A/I7. 4AI17, ll A S 3•/17, 4•/». 5t/18, J• MIN. YN. W'/1t. TAW/19 t WI%20 !Y/19. 7•N/19 a 8Nw/20 1• YIN. - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 t 20)--- - - -- - - OPTION 92 FOR LIFE SAFETY STORM PANELd ELEVATION SALEIOeK oATAN i Wa[ -+11 (mil vE slmY Oao - EXTERIOR YIN. SECTION A -A SCALE 3/IC-1- MAXIMUM AS Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.6.1.) L (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 g'-B• 2 3/4- UNBOLTED POU[D OR L'ONCRETER��E'.. BLOCK REQUIRED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES "I" TAPCON ANCHORS 11,4' TAPCON ANCHORS 1/4* TAPCOM ANCHORS 1/4* TAPCON ANCHORS POURED CONCRETE, OR CONCRETE POURED \'` OHCI I . . BLOCK WEOIARED � 1 CONCRETE ` BLOCK RYXMSD 1 BLOCK REQUIRED 1 � -- ED.a ED. f -\ � �Epe 1 COAT. � C I'sSPOME w i 1 rAAT ,q EX I GI/S,S�JI A 'tit: tr A r� ,/i gm -�' SDI •• `R"f Dw]eAP 1 . m ! /e'f . 3/32' WINO No _ASTER 0 12 1/2. O.C. 1 '4' TAPCON ANCHORS ..-_.-� 4 1/2' O.C. (STAGGERED W/ STUD) _ _.. RETE ON CONCH BLOCK WALL k=N RE,XFFED eCfKIMI L O REGULAR PANEL SCALE 3/8'.,' CD L ! C,TnI NUT WASHER (BEYOND) -�1 i TMCOM ANCHORS 4 I/2' O.0 (SrAGOD" W/ STUD) -OUREO CONCRETE OR CONCRETE BLOCK REQUIRED WA1 YIOUNTING INSTALLATION SECTION 3B O LIFE SAFETY PANEL SCALE S¢ 01IMr13 to a m TOR TaIGIDAS TYPE a AMMM Tot SMd1G nx f6TAtaAT016 WIO WOOD Yla NOON SHOD � ] FRONT BL%BM MPW1 ANCHOR SPACNLS MIDI .�NYIAlO 0-aNl. 3 mFi THUSA, nM LU501AMCIEFOR ED, LESSAIEO A ON 90EDUE RED C_0 affi 1HSP ZING BY SCHEMULTOAAL REDUCE AM2M W pn rly OnaA1. V W ] ED11K V OlR88Q NIICIOIt 04 SC SIO oN xl[DIIIt LIMTHE OWING F . BY M /T%lOMO fAC10RS. NW THIS FOLLOWING OPERATION TO 8E Pos961E. SPACING 061Mt0 LgWC FACTOR SHtNl RIOT SE LESS tE]a THAN irl■R•I BPrfJIG INDICATED FOR EACH ANCHOR TIC[ ON T,Ne SCHEDULE - _ - - --m _ 1 I■a� r y 1, _ ; Iw shwas to I ' yt7 i rla, 1q ' Exanrg, j � � QLASS�! I A I 1 I : E.D.f F.D.• I/2• -y. 14'{-iAJ/4•Ss. Y.S. W/ '/i{ 1 1'f-20a3/PASS$. M.S. W/ r- - -- Y/8•f.3/Jx- WHO "Ln MASHER I - •��'!> 1. WIND NO WASHER 2'. • 12 1/2' o.c. 1 4 TAPCON ANCHORS 1J4' TAFYON 4 1/2' O.C. 0 4 I _ -4 /Y D.C. _-POURED COMIC rE OR CONCRETE _PAINED CONCRETE REQUIRED" on CONCRETE BLOCK WALL 1101110111111TING INSTALLATION WALL MOUNTING INSTALLATION SECTION 4A SECTK)N 4B O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/9--I - SCALE 3/8•.i' FLORIDA BUILDING CODE INSTALLATION DETAILS FOR INTO EXISTING POURED ,._114• TAPCON ANCHORS OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4• TAPOON ANCHORS O 9' OC. a 9' O.C. POURED CONCRETE _ _ POURED CONCRER BLOCX � l ��pAF'IE BLOCK. REQUIRED _ I I I 1wNearA r0 - 1 ') I Bw1OP. A fo�golAlq o •m q i 'I ��qr 1 - i - r �W/ I/,•'. -ter s� r I fin. oA.AP + j 1 I I I i ED• E.0a �/814-,0'f PINEU,Nff PLUS N/ '- 14-/0'f PANLEYAff PLUS W/ _. _. a 3/3x' W1AC NUT MASHER 'f /8'E . 3/32' WNG PKIT WASHER • 6 ,/a' O.C. (BEYOND) SOURED CONCRETE O CONCRETE OR CONCRETE BLOCK OR CONCAEIT BLOCK REQUIRED IWAII Y4J�UATIOJN REQUIRED MIltifi.�yLILATION WALL_"My O REGULAR PANEL SCALE 3/8--1• �,� O LIFE SAFETY -,�NµMAI Y.":'T4r _ SCALE 3/e'-I• PANEL SA SlE 914T fe • m w1I ANI]H0115 TYPE • 116E 20 FOR A�IOIIOR FIR 1/4•w � rALw 1/4'f �R/I�E SPACING FOR INTO WOW Ik MOOT VAr■e p.1 ] ] new 111A1[ MlWq. EDGED NMCV E ANDICAPIS AMD YW■AA EDGE 01 THI ON tMf 4rKp mANo 8n-.M P1J 3 ] FOR ED LOS ecNEOIaE rat ED. Ras new rIDrA1ED oN .1 REM" ANCHOR S12EDMF R[DtKE ANCHOR BPAL].q ■Y ITaNw1 o1A..r ■.. a) ] ] ,n NBYL LG (� iN81L'Q /MIOA YULTIR1tMO SPACING 9110■M ON 9EI�4aE IVY M FOR THIS OPpMW)AI ro BE PIaW&L LIB 1 In• � .. _ _. WAIMMO oBTA■iD ,baG rAcra s,lru NOT E LESS THAN Y■■YW SPKIO INDICATED FOR EACH ANCHOR TYPE W TIe4 SLIEDtAE 2 tn• r - _.. _.. ,.m - _ ,m _.. fLORBDA O O s U OCL N 0- = 0 C Cu 'Z3 a- 0 .O (1) O LL Cn In E a z z w J INSTALLATION DETAILS FOR OPTION �'2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Y INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z NAM N STORY PANEL 20 (II ON THIS N PRODUCT FLORIDAION DOCUMENT (P.E.OJ HAS SEEN VERIFIED FOR COMPLIANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE IO k PANELYAIE PLUS INTO CONCRETE ' ACCORDACE WITH ME 2020 (7tN EDITION) Of THE LOPoOIA BOLDING c00E. BLOCK 91At1 BE 1 1/4'. DESIGN WARD LOWS Shall BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE• 8.2) W/YRW EYSPEDYEM OF 1/4•0 % 7/8• CALK -IN ANCHORS SHALL BE IS 7/8. INTO CONCRETE- - T� - K) HEADER I 'TIwow EOUNE R I WsmA0E7R _ III MOON +RAO[R 1� FOR A W(!N SPEED AS REWIRED BV THE JURISDICTION WHERE THESE ShKlRERS WRL SE INSTALLED AND NO EN8E01/ENi INTO ANY FINISH MATERIAL, SISALS BE PERMITTED. "- FOR A D!RECTIONAUTY FACTOR Ka-0.85. USING ASCE 7-16 AND SMALL N07 EXCEED THE MAXIMUM S.D.) 1/4' f-20 55 SIDEWALK BOLTS USED SHALL BE LONG ENOUCH(SHO ANY FINISH NATEPoAL EXIST) 70 i, '_� (� I _ _ a APCpN e Y 0 C a APCON O 6. 0 C DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 25. i : 7/ 'f T ENGAGE 3/4' INTO ANCHORS. a'a iAPCDII a 8' O.0 _ __ 1 a'. TM2CON a 8' O.C. _1 a'f TAPCON e M O.C. __ 1/4'f TAPCON a 6' O.C. - - lY 1 1 2' MIN. 7MffA0Ep - -12JI 1 Y A1R1. TrMEA0E0 R! ORDER TO VERIFY THE ABOVE COMOn10N. ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-18 ' , t iION Ai IIUTH ODIC i. _ II ��t 1/ nOlw'A7 WO j _P((ENEtRATION AT WOOD II i : kPENETRAtUN AT R000 I, HEADER II TN7N AT rl'OOD SHALL FIRST REDUCED TO AS.D. DESIGN wRq LOADS BY MULTIPLYING THEM 8Y 0.6 IN ORDER TO B.J m CASE THAT `yl f , II PHe.T1eA - II/ /2' ! / / rNRUDED noN AT WOOD HEADER TO COMPARE THESE WJ MAX. (AS.D) DESIGN PRESSURE RATING$ INDICATED ON SHEETS 25 k 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHRND SUCH PANELS. ANCHORAGE i ) PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL . HEADER HEADER NHFAOf1R HEADER I� I' SMALL BE AS MENTIONED N e.,) AND IN 0.2). fN J - 1 .! , / I 'a 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3J1L INCREASE IJa• i/2' IJa. ( t/2' IJa• II 'n- , ,/4' � I/2• , 1/4' N Al1DW� STRESS FOR WNID LOAD$ WAS SQL USED IN HEIR ANALYSIS. FASTENERS SPACING TO w000 INlLS BEEN � T '� � 1 I ,, [F- - ._._1 ;� �� ,'�-_ '.` y ';"Mw.__. __ _1 I _Mi•_ DETERMI IN ACCORDANCE MINT NA.S. 2D15. (C) ANCIIORS SHALL BE R4TAtlED FOLLOWING ALL aF THE RECOMMENDATIONS AND SPECFIC,ATIONS OF THE ANCNCR'S Ymu Yw.2• `1'T' g F - - 1 WOOD LEADER - FT WOOD HEADER_ - t - -1 STORY PANEL'S ADEOUALY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 Of MMUFrA:ftMER. 1 1 AEOUBED REWIRED - 'i THE ABOVE MENTIONED CODE AS PEA FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, iI R SHALL eE THE RESFONS18Rf1Y' aF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTIBK WHERE SHUTTER YYYYYY ® TAS-202 AID TAS-203. IS fi 8E ATTACHED TO INSURE PROPER ANCHORAGE. TNT$ SHUTTER MALL ONLY BE ATTACHED TO CONCRETE, 6lOCK ((jj����,,,,,, F 1 fjT�� COAT. OR O BE FRAME BUILDINGS. .Yy X � ( � � i, � 1�. �, � . I �. ,. I I l�_ """. � �(._._.__ � 2. THIS SYSTEM PAS BEEN OESICNEp TO BE INSTALLED ON THE OUTSIDE OF THE OPEIW4G ACCESSING THE OPENING FROM THE �V f/Y��.. •J -u QCD 1 ICL INSIDE W/0 THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION 6 INTENDED TO SE PERFORMED 12. THE INSTALL CONTRACTOR IS TO SEAL/GUIX Nl SHUTTER COMPONENT EDGCS WHICH REMAIN N CONTINUOUS \.+ �-.. EXISTING r` Ep�yeNp wn. a,AATUV■r �. fRDY THE INSIDE OF STRUCTURE. CONTAR WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL c.I') PAS LENGTH GLASS (� epOlpp 1' Mw. GU6S (MlEoy E m � 3. SERIES 1000 INVAL ATgN IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN WISTAUA71ON IS REWIRED TO BE LENGTH1 NEE BOEDUIi I w WIeXr ,q � PANEL lEI1GM w RNQT q � PERFORMED FROM ME INSIDE OF STRUCTURE. I I ! A 1' YOt. � Yw. ROSIMNG ON WWfT tq : IJ. STORM PANEL INSTALLATIOJ SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING IRO ZONING � \I ' a1040 ` I PANEL LENGTH �. aMV1wIaN (SEE NOR , BELOW) PANEL LENGTH MASS ' REGULATIONS P PROVIDED BY THE SHALL COMCTION WHERE PERMIT IS APPLIED Tp. , (SEE NOTE s. slrlrrl0r EXISTING W OLIO �' .. (SEE ilOiE , BELOW) E061fC t0 e� ' I W, SpKwtKIN l' Mw i 7• Yaa. a. SERIES 20m INSTALLATION 6 APPLICABLE TO 54D1E AND DOUBLE HUNG AND HpR40NTAi SLIDERS STYLE WINDOWS WHEN F-_ n\� •t fSEE NOTE 1 BEtdy) ro aAs GLASS BFS Sr elwt 'v"' - -. . , �` LION w]■nuE - ___- SGI®IAE PANEL LENTIMGGTH .INSTALLATIONINC.PATENTTHIS -� 1 GLASS'S S.S. M.S. W%.. _- _. ( ) () THIN F A SITE EDT.)... SITE CONDITIONS I DEVIATE � DES NOT �"'O - WING NUT �„ LL � ONG NUT _ /B'f . 3/32' � • � FA04 • - ;�( __ ;•.. - ---%L 6' - '<_ •N _ !• .::a. -. _ WNC NUT I S. ALL ALUMINUM SHEET PETAL USED AT CLOSURES SWUl HAVE 3705-Mta ALLOY. ' .- __ (o) CONTRACTOR 70 SE RESPONSIBLE FOR ME SELECTION. PURCHASE AND INSTALLATION INCLUDING LSE SAFETY OF t{4'r TADCO11.p_I � 1 I A I 7. ALL STEEL StER METAL PANELS SKLLL HAVE STRUCTURAL DUALITY STEEL AS7M A-853 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON INS P.EA. FRONDED HE E NOES NOT DENTATE FROM THE CONDITIONS DETAILED ON ■ jO.C. W/t 1/•Y �. . -j DESIGNATION WJfy. 58.8 km (AFTER ROLLED). ANAL SALTY DOCUMENT. CONSTRUCTION AT SITE 5 E THE CONTRACTOR'S RESPONSIBILITY.. YN. TIWFAOm - ..?�- � I PE/ITPATgN AT.i`- 8. ALL SCREWS TO SE STMNLESS STEEL JOa OR 378 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEREDINVNJD IF MODIFIED. (.I MIOIYIOH OF Mff Smi6 W/ 50 kW YIELD STRENGTH AND 90 bk i TENSILE STRENGTH SHAH COMPLY w/ FLORIDA BUILDING CODE SECTION 2a11.J.3.4. Gf v 4 (L (a) SITE SPECIFIC PROJECTS $NHL BE PREPARED BY A FLORIN WHICH ENGRNEER OR ARCHITECT wHH WILL A.! \•' � _ - � 9. BOLTS TO ASHY A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL WITH 36 k.i MINIMUM Y1E1D STRENGTH. BECOME THE ENGINEER Of RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESPON510LE fOR THE PROPER l],,' USE OF ME P.E D. ENGINEER OF RECORD, ACTING AS A DELEWTp ENGINEER 70 THE P.E.D. ENGINEER. SMALL TL ED � 'j.� � ED `. -� '. .. �. � + � MI � 10. (ANCHOR$ TO WALL SMALL {# ED p FOLL.pwS. sLiN/rt TO TNIs LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW ' � a T �FA. � Lj � � (.) THIS P.E.D. $NHL BEAR THE DATE AND ORIGINAL SEAT. AND s%iMTUSE OF THE PROFESSIONAL ENGINEER OF -.�.__ --. 1_ 1 _. _... / i; -.._ _.. I _ __R ! J 1 I - !• - 1/400 OTAPCONWALL ANCHORS AS MANUFFOLLOWS: CARED 8Y IT.W. BIAIDE%. W. (MN. 1'o.3t92 D■.i.) RECORD THAT S LATTER rt. � 1/tY-2prJ/aYS. M.S. W/ � 1 af-20"J/IS.S Y.s. W 1J4' f % 7/8' CALK -IN ANCHORS. AS MIVNJFACIUREO BY DEWAIT INC. (MN. 1'<-J000 P.�i.) 1 I� �T. - 1 -` _)/8•Ra3/32• WING FOR '. /' / -_ � -_ tB. STORM PANEL MANUFACTURER'S LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN 11- T T �, •, t.. -'� .: 7/8•fa3/32' M1NG NUT I I - /14-10 PANELYAff FEWLE ID a PANEL3MTE FLU$ ANCH0R5, AS MANUFACTURED BY ELCO CONSTRICTION PROO/Ci3. 7/Cf . 3/3i' WING NUT _/e'4 . S/32' WIG WASHER O 12 I/2' O.0 WASHER (�Np) EO I � EQ.� (/'c-3J50 ps.i.) ACCORDANCE WITH SECTION 1709.9.3 Of FLORIDA BUILDING CODE. ONE LABEL SHALL 8E PINGED FOR EVERY OPENING. � L � `! v- __ - ,/a'f TAPCOIN • 8' O.C. _ 1 a'f TAPOON ! 6' O.a -. - LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BOLDING CODE. a - L� - � -` MIT WAS,IER ttnADND) '. _ - - � - jSTAGGE/lED w/ STUD) r w , ' T; Ai Mvmm 214• WOOD PLATE THREADED 7/6'0 a 3/32- wRIC NUT 2•.4• WOOD Puff 7/B'f . 3/32• WING NUT A Of i ANCHORS INTO POURED CONCRETE SHALL BE 7 3/4• AND 2' FOR PMIELAIATE --J Pi/lE'TRII � 1 a'1 TAPC01 • 6. O.C. !1 1■N/ THREADED ? N 1 t '' - ..a• �W '' I :.:. _' �, WASHER e 6 , a' O.C. RED _ _ _ I WASHER a (BEYOND) t) FEMALE ID k PANELNA7E P� � S� C O V O , 1 // - - 7qN AT IOMDIH - ►EI(iRATON AT IIIOIYIDTIH O Puff REQUIRED / ( ) .- ' O MT[ OF PLATE '. l .. WOOD PLATE RATE t4-10 PANEUMff - ' � � A2) MINIMUM EMBEDMENT OF i/a'f x 7/8' CALK -IN ANCHORS SHALL BE IS 7J6' INTO CONCRETE. NO EMBEDMENT INTO r- `A MOOD PLATE -. - _ jA1' tlOm PRATE - _ O 6 , 4' D.C. w t R7' - / 14-10 PIVElAIAff Pl-U; ' f ---_ REOUYRD ,_.- -. 7EO,IIREO •-.^ • � •.-_ � � IN{' 55 SIDEWALK BOLTS L f# LONG ENOl1GH(SHOUID ANY FINISH MATERIAL ¢ � V / / e 6 1/C O.G. w//1 7/8' FINISH MATERIAL SHALL K ' µ- WN. THREADED PflMETRARON WK rHIBApEp PUQTPIITION / EXIST) 70 ENGAGE 3/a' IN WALL MOUNTING RRISTAl1ATKNAI ALTERNATIVE TAW O REGULAR PANEL Ar AlroWorH a< RATE AT WOWIOiH a RATE � INTO ANCHORS. ` "AM, µT1[� SCALE 3/8'.1' • LIFE 'SAFETY PANEL -- .`-... --- � --- -- AJ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANE15, OR PAVERS BE FOUND ON THE EXISTING WALL OR ��S4'••••• T iClti. 3/e•-t' BALL MOUNTING INSTALLATION WALL /Y�cNpTyiN.GAN{�NS.TtRRy��iION BOOR ANCHHORS StiH1 8E LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PALLS. ANCHORAGE SHNl •�Qr� -�10EN `gyp SCALE 3/8'-1' SCALE 3/8-1' 14, ALTERNATIVE bAW NN NHNNNN/I. CILTLYNOIlLL.iIYR IN AS MEMNIED N AI) AND M A2). o. O REGULAR PANEL ,�TcA A: TI((/T� O LIFE SAFETY PANEL = N0.44167 s ?"�••(IEN `S9 �,..•• ✓'#• (B) ro EXISTING CONCRETE LWO[t wNl 3 _ !L�& EI„'•,•SCALE S/8-1 �P. ti�GENSF••:,'9 ''ty SCALE 3/B'-t' FLORIDABUILDING CODE (High Yet«It Nu cons Zone .'* FLORIDA BUILDING CODE (High V•i« Nu one Zons ,. INsrALlAr1011s ARE 0Wr vIa10 FOR BUILDINGS WITH Aso. DESIGN Lorin •� FLORIDA BUILDING CODE (High V•1«I Hurr(eone Zone) - 1/4' f TAPCON ANCHORS AS MANUFACTURED BY IT.W. BOLOE%. INC. ' UP TO +55.5. -720 PSF AND PANELS LENGTH tW 10 B•-e'. _ t .xm TLWFC, nC. h= = amen MAIM ft. • PTO•; 1 : * � 20 GAGE GALVANIZED STEEL STORY PANEL fP' No, 44187 20 GAGE CALVANZED STEEL STORY PANEL E'' - ,/4' r % 7/B' CALK -IN ANCHORS. A$ MANUFACTURED BY DEwALT INC. (Fm.1500 D.s.I.) O •. F mom nt¢a rG 20 GALE, GALVANIZED STEEL STORY PAIRS T'. 2. FOR TIER w000 FRAME COBTRICION. WOOD MEM8E1R8 ro BE 5HXlnERN = - � - - �'� IRA' ,. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O. DEJOet LOADS � * �- '' * � �_ � _ t!NWw F: - /ta-,0 PAtELAtAff FE1MlE ID AND PANELMATE FLU$ ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION � _ 'i 'V' •+�O$tDl`.�^'�4N/ IAVWM F: PINE NO. 7, w/ SPECK DENSITY IO 0.55 OR EOWL ? * : -:c-L aw aGRAI Np]p 1. TO +BOSS ARE PSf AND PANEL'S LENGTH IOU i0 8'-8•. _ * : s' � _� of/KE/1mo PRODUCTS (Fin-2071 PALE \ • - � � � C ' '� GLOBAL PROTECTION PRODUCTS • ST _.,, CIOBAL PROTECTION PRODUCTS, LLD. ,LYE z o •• S ATE Q I L �. AL PROTECTION PRODUCTS, LLG. wrt. VIAL .,''� ,• � L�,• IL�E C O INC. 2. FOR NEW WOOD ERNE CONSTRUCTION: ,T000 MEMBERS TO % SOUTHERN i �1 ��y/� II .,, ,r ••E•�... Lamle a ANY 76 �•R'333I. T .0 '•.. ANY wML FL 3331. • OF / rw w. r Net, s.IN■ra w LW F,.o1[: PINT NaN0. z, w/ SPECIFIC DENSITY Of 0.55 OR FDIIAL �'. O OR1O O 1 NC. G l t NI ANtA' }- /► . I.I.C.�'• a,L SJIO ALti (P6gro-7Aa, rMC (Ie.)6N-aE7 200Y�T7� .Pm Lr. 5, sTRm -..4� ., NI w.:: ONE �Tw�ma~t� RIA9 a -On �� �_ ,yr7lGSn N a a G �■ww.. Para N Tf+r ass .I,.w. 2oWRMo w: w ' rININN 1 PE !AL/SWMTGINJGIF - I IN TC. A"•A : tMl e1_+b . ti : Crq 4h-,w t■e•XeP-Yaa rAr. (►31)Iw•■En - f I,, .em S.w 51 STINET wAuOt A T■alT �. Pt o ,T-w _ IN1N .. sAt/sWIATIIREA]An tt"+a t r Ir. wow Rrrea w TW`Es a nIL'iMWg9w-cm E' V er N rtRi n O ri RIV.TE■ w Dan .✓.. PE 'ww eIWXr No a ri Pt s/At/Wa,wtleEA>An w-. ; (roq Tin -,Me ti : Olq .n-,AIR G-00061t9 �.w � 14 ealTA A 11L1lT JI.. PL 'TAW .w Mal f, O ri COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-I� .-11196' (TOTAL wDTN) - -.. - -12 Sm' (EFFECTIVE WIDTH) _6 Ile --1.3w-.. _.., 35D• - -\,-ODD• SOTS' 2.5m' ,. TyP 4:HT51• 0.036-Mal. IN" NE?IYEQ, .+' '�- J.Sm' 2144' t DrLW1M2ID STEEL EDGE / / IZS x.000• �•/ � TW. AStY A-653 � 1A• _ � GRADE SO MINIMUM DETAIL Al / + � LDETALL A , 4e.er lt'J STO M PANEL ( - 2.170• - O2 REVERSED 'h' TRACK PANELS END UP - _ 700• - w/ IIF]IIRED mcc. -�' ... j T t50 '''+++''''��'-�77�• `o:x5o•�- us• n NE ti ISOMETRIC VIEW DETAIL A tom' �`�• ROUNDED CORNER a ENDS OF PANEL'S--_-_-1 END UP W/ HEMMED EDGE. 'u• 7S0' ! O4 'J' TRACK O 3 1 1 4 ME ER Ii--1T5' 6061-TS Alum. N10Y N 750' oss• oyoa pL1�Ra:.T,��T - =• N0.44167 fl.D .750' - -- - � mmN n,Eoa rG i r MDK.--� �.�1`•• ATE OF •:� �- �+,��F ., ORtO =.1 O 3'1c3'f11a1T.) ALUM. ANGLE O STOP BAR ��"''.s`S/ NAL� �L ECOiNt �' 11' LONG /���``'..' TRL� k ENRMIK<I�MND NR 6063-T5 Mum. ALLOY ! +.."trS'o`m'Le w.: r•M"r"`■n-�r� ' -2.591'- �Q•. T.250'-•( 075' , Tin 2.500' 2144• h I 1 ti _- 2.470'�•1 30• O3 RQUIStn rUr TRACK ,u• 2.00D' © 2'x5'(MoX.) ALUM- A114GL C Nurricon• J'/24 8 (SVE .Olt 2 BMW 4 WJ 01 N/0 ©• (SEE Itm 2 BMDw) 2'/24 1' 24 ► 4 5 A 2 2tM,' SYS 1'/24 4'/24 3• Spa / PpF v�V�t 6 lSQ NOK 3 eElDWi fDR W,IOIEfF ' S¢ OSa1 3' Yw. w d 3 9CHIDlAL dl SECT Ia F011 W000 lCOYI. t• �� WIICTEi A1ICIIO14 i-Ila (SEE ■G,EDIAE DN SEER ri) "1 YE sFDnoR ON s,11ET ri W.. A 2 11 IkA. e• ISn ,a,• sNu I I I I i I 6-0 X'L' T 'rY: -r.•. - - - ,_r --sFE-i,fMIITIDE wtVit[2u. PIPAI NTOCDN1 I N�YwI iWI I I I wI I TI i-TTTi "wTI 0Aw TSEE NOTE 2. a 4 eDLwrSEE NOTE :. aER¢o (TI .i - �II�cI� g HOPE 1Sa BELOW . � ea0w r DMIEIIOIKRliIN tM•MI f1l 140' I • I } I i j � I 1m i I 4'f- r I J ! i� > _ 0 l - � i i ..1 b X 4' T- �..�- .L. '- i 1 I II 1 , • L-3.^ • .SEE ROTE a BELOW - / • • • SB•�Q KOR 3 I F'MMUNTE (TIP) � 3• Yw. FOR WIICIIL7E ANCHORS,SEE BROW MAY at -"- .. - DLTE IO LOGTON ,- MA. 3MAa[ pI CTIOA 2O nIl As SCREW: I E1 1/2• 1 T/r- /.T EMD PANELS) SET SEC1,OR ON !K[R ri NOTE 1 IMIENa011 w/o©. © i8•I • LAST PANEL ro BE INSTALLED AT EACH f LAST PANED TO 8[ INSTALLED VI AT EACH HMI$ ROYpEp w/ ALWAYS BE PROVIDED N/ TYPICAL ELEVATION FOR S REAROPENING REAR H DLE T REM HANDLE ro fAC,UTAff P6TN.UTON IFFIN HANDLE ro FACILITATE IKALLATpM TYPICAL ELEVATION FOR SERIES 1GOME P INIENOND TO BE INSTALLED FROM I INTENDED TO BE •RTALlED FROM WSIDE O STRICTURE INSIDE of STRUCTURE- E-Z HANG STORY PANEL L1) SYSTEI/ BONE �• - ,• 9L'11E 3/32' . 1' �1/4' 110a TiAP 1 4' Yr. a1P 'Kr, �,,.-Yw. Ov 1/a-MPG. GAP --I -. i _ TEN1w/4 Lft.. H S�jllyJJCTION B-BB-B XcEM SECTION A -A PMEu) BFrRt 3/37' - t' M�trnE A/32' - ,• (t). DEFN�]tl OF SERiM'S tom: E - 2 HAD STORY PANEL SYSTEM CONSISTING OF PANEL . tlDIES-� TRACKS AT TOP k PN4ELW7E PLUS OR 18' LONG (I). DEEIHMQN OF SERIFS 2m6: E - Z HANG STORY PANEL SYSTEM CONSISTING OF PANEL ♦ 2 AT BOTTOM W/ PANELMATES. Cott TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALWAYS BE CONECTED TO E70�tNG SELL BY MEANS OF WALL (2). #D PALLS SH4l ALWAYS BE CONNECTED TO BOTTOM TRACK OTHEMWSE A STOP BAR PA(ELMATES OR, i USED Y W/ T5' LONO t2) TRACK AT BOTTOM. END PANELS SINLL SE PROVIDED SFYY.I 8E CONNECTED TO W// 1//4 w-TDil/4INTO W 7/ ' (¢J AT TOP OF SUCH PANELS. ci//332' WRING NUT OR 1/4'f-20a3 YG1. 7HlRW INTO TAP(EXCEPT AS (3). IF END PANELS ARE CONNECTED TO 80TTOJ TRACK. CONNECTION SHWl CONSIST OF DESCRIBED ON NOTE (3) OW). 1/4'f-20d/4' MS W/ 7 B•Nti3/32• WING WllT aR I/4'f"3/a' Min. THUMBSCREW INTO TAPPED BO'TOY TRAC U)CATION OF FASTENERS 1MY Bf AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG T�•(p AT EPTTOM OW END PANELS ARE NOT CONNECTED TO BOTTOM TRACL STOP BM EXTERIOR MT FLANGES OF END PANEL 6U SPILL BE PROVIDED AT TOP OF SUCH PAN". (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). FOUR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY K ONLY USED AT TOP) AT LEAST TWO PANELS SKILL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL MEANS OF PANELMATES, ONE INTERIOR PANEL USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W// TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELAMTES FOUJMM SHOWN ON ELEVATION AND W/ 3 1/Y (5). SEE SECTION I., 3• k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, Mw. EDGE DI T+ ANCE. FOR THIS CASj� INTERM PANEL USED Y I I(j��J NOES NN11i1NUNW(� NOT NEED TO BE CONNECTED To ET2HJ ByANY MfJWS. TRACK SNNl BE INV D slxH TWAT ;H A A• 71� NAB ADJACENT PANELS ( E LEFT t RIGHT SIDE of PREY) HAVE A` :/T" THEIR OVERLAPS RETAINED BY Q). Q'' ✓,� GEMS ', FLORIDA BUILDING CODE NI h Velocity NU came Zorn _` •` No. 4 167 ': � min° nrNXa rC 20 CAGE GALVANIZED STEEL STORY PANEL * -O'• STAY OF� > r /� GLOBAL PROTECTION PRODUCTS. LLC. 9'• f � -,-�,�/p7.� ' L E C O INC. .■oo Lr. ■, snEEr WTL LD y�.0 •. / aw • C01/ANT DAKL n. seta ;FSS •... 'Ft'•GN.�' / .N.: w`m`-MASS r'": O`rloOe`-w'."" NaE (P6)Nw-TAGS rNc tfaMw-oeT 2Oewa w: i y1j1�IN M4NAN w E SU'l/SOIATURENA« twAtERGA 1�'i`.. PL .�i-w 17 ■IILLT D p ri ooNOeTE TNCWfi INSTALLATION 4 er DETAILS FOR SERIES PANEL(l) INTO POURED CONCRETE oolu■W -�� , 4 o.A'E■o 2000 AND 1000 E-Z HANG STORM OR CONCRETE BLOCK mu•"io r _may n) � �w�X 614M1 4 iAreia v a �Leme��E . D Ala lava OWOWR > swat• , eGar, 3 III].]/.• I 4 O.rw ; G N o a'd 6e m:" I I I I 1 I MW ry 5 1 I I T I I 1 A I _� I I a to r- eIP�ileW�q.I i 1 ro aMa I 1 �� f-m.3/ • 1,L,• ,; :ICAO afr i �( 1 � i , 'A -to.] .• Z � 7pWIN,eN , � 9GEN 1/ � 1 'O � 1 �w�3eY iiNN55 -r-- � A ' a WLY L 0O11 ; ,,.10-E1wO.�y�.• � � I TOR Yh SPARt110K I rm LN. S�NwIM i/a'AJ/37' i ro � I ■ •Bo■r r/ $ I TOn,C'wNOu/ra+.' ; AwKr a0a.w it1■w¢. i anrP � E LI"16wN ! i � r l i i � w ! 3 0.4 IMrt • 1 oc I J $ 1 ' 2P 6j i 1 ^¢ `^ •� m,�tROE� 4„ I 1 I I j 1 � mC0Y0iat�W ! -- I ! -� 3 D.a. wAlm V•-.-]ou/.- ILc mmoE "- i__ •-e/ TA1T..]/sr fw■ �a��'1•XaA/r m Ea $y a'�tfZ[i�'� I ow.-( IOIRD - p{[ 1 61HPfT aa1gK1E Npwi / � � • r,,.- �,��wsy ,/•'� 4' '/•WAS 9S 1 (>Q �� � _ moe n Oa sxw2 % s6T 9) :• v anAKVsr ,eW . wq rn SDOP1 WALL (MOUNTING INSET. WALL AND DIRECT MOUNTING INST. w Mar m) �s a ,r ac SECTKk• 1= l� SECIKNI . sDUE 3/M,' F1QQR_TO C£tLRILG 1/OUNTiNG INSET_ IgI1LD-OUT MOUNTING INST, SCALE 3(/]8.1- ifEL�10 O H $ fPmEITATgNS RFAIEWIENTt Tw AID"SGIE USE V BM a TOP a I M 1 M Rvn - t W m ,���T i161w�l`; SECTION 3" SECTION 4A- 3/6.1' SCALE 3/6-1• H{Nlll/lIq 4 TI Alan TGIa M1MUT,2N ,r1AL w enar 7a "' � \CEks`; �✓� 8 � (2_.ny1.!�w]/i SYS fO L+J =g'�; g NO. 44167 V { [ L -- Q 10P ♦BOTTOM YOIKNII105 CM a T FLORIDA BUILDING CODE (Nigh Valoafty His can* Zone WIM[0 IK MR IMP ro EUR ANY rsrHuq,L ■2mo rLlttp. NC = STATE OF ,'Q 20 GAGE GALVANIZED STEEL STORM PANEL LtR.w' er scaE�l I' VIEW x ED.. Ana[ oarwc] sT" m A] o � O '' F � ' 44,N'A' nn,R/mm ._ %ynf AL PROTECTION PRODUCTS, LLD. DaE: �L C O INC ypo SGAMEa d� II. T'Y i nr a a vrw. wsa n M,r r-Ow (■a T q rAwK' gaO■E■-an 20-176 a- wPw. s,w DRAMC w' PE- sD%l%mIAATMK/ow[ a -Dow,■ rHla A IILUT Jr.. PE I _ /WIT N aT ri Cn-6--a W CIO Cu C""""""""`R 0 L Q U O I..L U '� l) V CC LLI = Q Z Z Q ,•J LL SHEET NO. IS 1. 2 I . I 11 1 1 F tL- I I I I _L_ L__ I I __ - I - � - i I I I I ,if I I I - - - __ - - - - MU __ MAXIMUM A.&D. DiCau'r-l-, - I= ISEE - MINIMUM I TO CLASS PANEL , CONDITION I - I -_ +4141.0. -75-3 - 70* OR LESS __ - 2 9/1 1 1101. " 1 1 1 ". 2� 3.._I�_ 2"w & 3`w +86.1), -75.3 70* Olt LESS 1 2 7A' I __ - i - - .T. - &=t19F 46�#O-MC &S. AS & WNONVT Al OVERLAP A, 402 OF PANEL LEWIN OF PANEL. N'T.'WA 1,111,111IT-VIL-1111,111111 0--! 1,4: m;i;Wi--t'l �;4111JA I..1'jffr.1rwmw.!.1.z-�-::�A *-I;i-"[-',I',,�EIF.S:ql'ill'W,I: �-4::-!:IIIIIIIII[ WjW_1.!j':1W0:?3 __ - __ MM .IE-stI!J ���M�M�-���X.I�-,'��10=i.l�l-KMW':'-AAKI MAXIMUM &S.D. DESIGN PRESSURE , RlLa�kM (P.....' MAXIMUM ANCHORS SPACING FOR F a. - 3 W' - APPLICANUE TO SECr*d 0 k ANY COMBINATION OF THEN "A'ASIUM PANEL LENGTH *L* (w) TAPO� CkkR_ PANV�R "DWILE ID PAINELMATE PULLS �-' To � IV CONCRETE "' El!!�_ am_- TO Commarm "D =�� TO CONCRETE ITUGIRRISMIL ISOCK 2" MIA 12' N/A I 12' N/A 12' N/A I - & 2' (TIP) it' 3. * 10. 3' S. 4. 5' 4' � I ' (BOTTOM) SERIES 2000 + 12' '. 12' '. 1. 6' a' 6' S�Iur)++ -75.3 N/A N/A I N/A N/A I N/A N/A I 12 1/2 . it' 2' ( BOTTOM) +66.0, 7. N/A 1 6 1/2- N/A 1 4 1/2- N/A 4 1/2- MIA - - 3' - ( - TOP) 70' OR LESS 12, N/A 1 12' N/A 9 1/2- N/A - . 3. (BOTTOM) - 12' N/A I . �12 NIA 12* 1 N/A 4' (TOP) 12* __ , '/' + - it* 12' 1 IT- 1 4' (BOTTOM) I * UVITED TO 6&O IL.S. &S.& DESIGN PRESSURE RATING. & SEE OW 26 FOR ANCHORS TYPE A, SPA04 FOR INSIALLATIONS MO SOW FWM MAU)M W"MAII Mg:t= SPACINGS AM MINIMUM CODE DISTANCE ARE INDICAVED Olt THIS SCREDULE. FOR E.O. LICIS THAN INDICATED ON SCHODLILE SEDUCE 440CP SINCONG By MATftYWG SPACING SOW ON SCHEDULE 11Y THE FOLLOWING FAMM FOR THIS OPEW� TO TE PCIS� RUX� SPACRIC OSTAINED LONG FACTOR SMALL HOT BE LVIS TWA MINIMUM PACM POICATEC FOR EACH MOM TYPE AT ANCHORS LECM NCPM Tot 1/4'. _ 1 /4'. __L _ _ 1/0!!_ 1/4 1. T� -----I FIDNILE 0 MELUUE PUP9 *"� I - �m W-0 00 3 3 1 '/I 3 3 RJO, NPAJ 1=t - 3 '12 4 =K Lb 40K Now new . 1 1/2- I - - 2 'Ir I - 1 - 1 1 i. r I 'm 1 3 I/r I - I 'm I - I I- Fl�-_,� + SECTARIES Max. DISTANCE BETWEEN BOTTOM OF -11 jil/2. Alto (2) TO BE. t/2' R� M.. r4' -L-,-" + + REQUIRES UP.. DISTANCE BETWEEN SOTTOM Of PANEL I AM 4D TO BE: 3/1V 1 /16- __� V� Vw Hurdeorts GULAR, LIFE SAFETY E-Z HANG STORM PANEL SYSTEMS (SCALE 112-l') - - - __ ___._ - ____ - - 15.125- (TOTAL WIDTH) --- ___ - __ __ - - 2.167- - __ , ____ - -12.500' (EFFECTIVE WDTH) - __ ___ I F__j--t -.193' : _ 1�4`1�r 4 ". _ '50 _ , S " i �'_ , - - - - 6 1/4' rM.) , - -- - - F_ .374!-- .I 25* To ANGLE 0 6 1/4' � � 1.250- ".- . - - r OR OIW12M��C,C I - .056 - 1.3?0' - - 1.3�v _ - 1.3�0' - � _ ,Do- l� � t ,310' 1 I (WAY ) . 7- � I :1.300, ,,�;/ �' v - - I - , , I- - - _"�._ .250 �_ /1.7�T - - - 3.37 ' I -k I� " "I & 0.024* ". THICK 1� � 5 .owl . __+� '� - - T - 6 , . - �L // , - ---- I—- h F-,-,- - I 0ALVANIZIED SITED. (I". .671' 1 �� / 2. - - - --ilim, L ; EDGE ASIA A453 TIP, IV, � .084' 1.0,15- GRADE so - , L - --- I _� � ;'__ 2,125- 1 t___ V __ ____ __� L-I_-Im- 1.125 I G-80 GALV. EWE - . O.ETA.IL A 441r - I ,- 094" (TYP) --Fm) V _ , ____.. ___\ -------- ... --I i,350 I T STORM V - 1.330- - Dif A_L_ -A _]_ - - I I - 2.000' -- .375* PANELS 94AU WE NISTAULED ALWAYS - - - 2,3117- - now LEFT TO "W W/ 1/2* LEG 'H" (�) 'F' TRACK (�) ANG1 WITH STUD M DO AT LEFT WE OF PANEL (�) HUDIER - 7 Im. TOP EDGE I 0.024- (MIT.) PAIRS DO UP "'111___� - ' 1 - " OF PANEL GALVANIZED STEEL ..�270` 7 -375' ���_ SKI ACMM EDGE I . : PANEL .0.05" - � * � _J,JLr` - , - i � I 1. � - - � , *.270'-, _. - __ t j133"', I �� ,2W '', I Tel, O.?w`# <. 6�50_ _ W5 I 0___ 0-375 � / I 1 -07^ # 625* - - - - - I I � , 013.97011' , MEMMEQ,_ u - - 2.59$' - . , , � I - , - '200' - 2-250' - . I t ISOMETRIC DETAIL 270' - PAWL (�� OR @0 � I - VIEW .133.1 �_ 95�_ I , a. .. I 1. - - _4?01 ROUNDED CORNER a ENDS OF PANEL'S I - hffi� ARTS' � END UP W/ HEMMED EDGE. 1. . .625" .125' r-2,37a* (N.T.S) .375' -------- - ITAP, BOTTOM AUAUJ i I 2.500' I - - EDGE Or PANEL .091- D57" to 105-HIS4 ALUM. ALLOY (1) KEY HOLE AT PANEL - I"- 3.750* 1 -071' (�) 'M2C ITIOIX WASHER .072* aw.) I I I 2.124' __ - - .8 � 3, .SEE SHEET 9 FOR ADDITIONAL � .750 LAKTATONS IF VATVE LENGTH IS I r. I T__ 091. ' qI FEW 2 I /Be - - 126* ONLY VALID FOR INSTA,LAVOIS WITO I I - A "r- ST 1250' 1 - - .375* (�) -1 MAL LUM I- .2'tI _� - . I -2.000' - 2.0100' 37"'. I i93' � 125* 2.011XDTL� -PU` i - 2.5"' - t..115" .�-. i L_ VYP41 ?So- Tla, I I I ��'u ,- I - - - I' ReL TO 5' M --- - SLEEVE 1" MAL - 2.0m, - I -_ (4 LENGTITH " @ ANGLE owlAMUSSA (9 "J" TUCK @ PMEL HANGER - 3,050" -SBIT. - 0061-TIF ALLOY 0"-w T" - .�A' . - ."'OFi� �: To. (I 1/4- WDE) I _.zw' I �.� (USE ONLY FOR E-Z IT" STORM PANEL r TFIC! - I - I I 'a' 052'_ r "'CE If �, se .... N� - - - 0 SYSTEM) W63-TG ALUM. ALLOY . - � __ I ' , ..710- 175 MITI .If * I jill . .. 1.671* . I . - i. I ` No. 44167 i FLORIDA BUILDING CODE (Non High Velocity Hwu one Zons)l .I I I " . . "t. So ( I . . __M. III, jR '�!U`o I , t Wr .. * lWHIMT, n."m W. r.P. 21000 M �*j !� IF , . I� I I on. 1.201-7 1 --- "I - . 1,... -' 1 24 CAM GALVANIND STEEL STORM PANE [RON OF I (71p) .*50 - '� STATE OF . I `G;- � SEE SECTIONS 250' -_ _ 0% � 10 01/37/XM - 2+000'- - t., I __ It. - - miN I , 1w __ - ' I '� GLOBAL PROTECMN PRODUCTITS. LLC. wx- ` � 11LIE � i"o , L a# 320�- L'1111__ ��' .600 S'. 5, STNU - v I _� �///I%"'_.'.-kV"11 III TIL, m'. + t - A Wee - - e, - - - - A, SSHA 20-175 " �_ �pm_" .-:Cm--,- ""Ps. (�)M-7"k - (W)UP-am - - 1 - 1 !-M . I - - @ BUILD -OUT "I" (R BUILD -OUT 'F' TRACK g & (4 WASHERED WINGNUT . - - � . CA-ODWII "U"" I " - F19 - I I L . now IV, V, , I $-an 2 OF I$ I TRACK ANGLE (ZATMOIC 3 ALLOY) P.E Wkk.� �.! _ . INSTALLAIION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - - 77, __;__ _� �/4'0 LAG SCREWS 0 TIT O.0 W/ - . If 7 � , It - I'-- I 1/2' - THREADED PENETRATION - I i I - " '.� , . - . T, �/4'. LAG SCREWS 0 6' O.C� I`/ I I �- I I . I = 2'..' .DOD __ I - 6: -70 EXISTING WOOD HEADER � . . . REQUIRED LAG SCREWS 0 6' Oc W/ , ". " I 1/2' - THREADED PENEIRATIGH " , I �/4'0 11 . , I � FIAT OR ON EDGE 1/2' lfi� THREADED PENETRATION I ___ - 1,' _YC usnNG .DOD WAD", I 'I 1 ----(�) C-t #' - S.m S. � 1, " "I � - - i T, - I -- .1 ',� III - - I I 1 17:�:' IT - I � a EA. END OF@ 11 , , �� i O*y 4* US , , I I V -,...@ , p.,. SIAS I I � I L�_ I_ I ; 6 CP,X, ;(/"':�'�3 .04; "Cer � , " I I __ 1, , " I . - - - 0 x , I ' I I I - " - . " I , -ol I I 1 4'0 LAG SCREWS 0 5* O.0 W/ � " � � , . 4 c-L ii-i- sUs 1: I � � . ii I L , T . i '0201�4' � TRUSS - ' 1 I � ___0 I 1/,k 112' ." TM�KADEO PON I , . rMMN 0 E. CHO OF @ I I %H' 1� " ; � (SEE DETAIL 1/24 k I 11 TO EXISTING WOOD HIAD.R. , qm -1 / ; , : NOTE IA ITIELOW) WING HLY 1; WON - "' I I I - ) ti :;i I _-� _' a 1'711:�k' I � I 1 3/16' A",", POP, Aw W C_ J11W S..s' I I I I / j L, SEE ortm- '/2. * I _L_ ;_ : - _t 0 MIDWIDTH OF EVERY 0 1 "_j L r..L--- 0 EA END OF E) ",, r, I4#M�jA_MjZW I - 1 : I flo) I I � � � WOOD .IADOR I 1. . � I REQUIRED : ] - - - y :. I N. III ------ 0 . (SEE OETAL 1/2- & - - : L_ _1447T IA BELOW) : T_ I I - _: EO,,AED i I p - � : - : 9/10- - . L/. 4' � .v. - ; 5 : � 2 ./16. �L ! - SEANTATCH - i S . - - - . I SEPARATION - i TO CLASS 1 W2 : i - - ... ;Xw to GLASS 1! "/4*'W/2"/.%*�/". � . .RLAP 9 12* oc 9 I A i � 1 elie; NU7 0 2 7/8- - ' - - - i RLAP , ill S"NATION " "' 5 �, " , i r, " - ; I 1/4-0 20.3/4- TV GLASS . 5 ' "� I I / .- 1 2 9/16' Ah� - - .j I i I - " -_ � , . 11? --J- - --.k- - 9 - SEPARATION - �'/ � off' I § (/1' - I - ?a GLASS EVERY OVERLAP 5 EVER" MM-IP i I : /T A � i I I . 9 : ' j I + - .§ -- - 09 ' I a lL . : ' -I - __ - -j_i .1 . e - I I ' I ; I § 0 j . . I I i i P 4 - - - : � ;; -. . � E , �' I , I I I I §. � I - " - I : I Ig . 4 51 I I I i I _1 1 1 I I - __u ' - : j 0 11 I ' � ' In , -, - 11 - I 9 2 [ ;; 3 c-, � __ I I I I :�J_ - I 0=;... � v I I If __ ` i I I I � ___ . . r ; I L� WING w s .-,,' I - 0 12, Oc 1 1 r, ' � - __�� I 1 11 I I - ' "; I I � I ' P;' �' I � I I i '2 . L I ('-' - -'r) . . - � \ ! -I -1 2 a7i 1 ' * . - - , - " -1 ; I 4-.-/ 1/.-I -ANLAATt FEMALE 0 6 1 - - , _� I PANO.-yr MIS -/ 1 _4 - �, - -1 2 1 2 -1 �_. ", �. .-y . '�' 7/8' .. THREADED -_ - E 414-'1'p3/l -1. - I - I , +_ L - 4 .�/��TIJW Non ;- gm�d 1. ofto.) , I 1 ' ION* 12 1 /1' I C I . I I 11 I . ;��/4'.�-2W/.* 2 � - - _1 " -;E� ..%. . L- Mj'kr . . L - - I �' I � § 71_�� ", - - . . emm-) , 'j' '. _� MF4;V � : , , 1, - ..y A sms 2000 OR FLAT I �v _'-, - A .-" "I-70 OR ON ER&C'E"E" .1 ____ " I - , , - ../.- (12) 1�-10 PAMOUATE "12*10 . V Non '. gDow) ;z-- ; .g. It/ '/. � , 1 ./ ;j- 716 � PENETRATION* G I I 'OC 0 - . I SERIES I ODD 1 __ ;; -�/4'. . . L. In, I LAO 1%m -, -_ ,/,.LAG SCREWS 0 6 OC W/ - SCRM 0 a' 0 C W/ I 1 -2- l�_ m. NPIALMD, PE-EIRATION I la;,. .III= PETEIRATION ='W"REOUPED 7, ALTERNATIVE 2" r . T. OF PLATE WAk M.9 w 0 6 FLAT OR ON ED" - .. 2'..' . SCALE 1/4-.!- .= "'^T OR a' OU &U L4 . MATE IWOUPIED FLAT ALTERNATIVE I "W - I - I ' ' ' BUILgd�mfi I , L , � FLOOR TO CFILJNG MOUNTINQ SCAUE 1/4-�I- � 'I I IOM. , r ! ALTERNATIVE 4"W A_S.D DES,C� tOACS _�� INSTALLAIION I. WSTAUATONS ARE YVAuD FOR SURZ045 WITH ' <7 _31 � ,,011""RIORRA, SCALE 1/4-.1- , UP In +660, -751 pe NO PANEL'S UNGTH UP To V-'O' .1_ - - ALTIERNATIVE 3"W "o j� A. Tit,/ 2r FOR NEW WDW FRAALE C " WOOD MEMBERS TO BE SOUTK$IN � - � lz_.�77 '� ?--%I SCALE 1/4'-I' . "ll' '' P-A N. 2. */ SPECIFIC DENSITY OF 0.55 OR EOUAL I '�;"- . - - __ - - __ . I __ . ..... EN"" \�� se -..I Ilk I 11-1 / - . FLORIDA BUILDING CODE (High Velocity His Gone Zone) --�._-_ . = . No.4 '. - . z Wnal� nk�' Wr 11 . SEE 1jCa-j.A2 = : : * I GRAPH w I UYE "', _��;5V 1101, =*: 20 GAGE GALVAN[ZED STEEL STORM PANEL WE, = . = - IT" ,am ION T;FA OFF. -.. -1 " ' ' Z -O'. STA Ef- -/"/� ON , ,I, W.4 ,_ ' _-"��__�:' S, I .. - __ _ GLOBAL PROTE CTION PRODUCTS, I.L.C. z m N-M n. . M - 1011 FOR GQMMMM OF 0 '), _ � r JMOM ME TOP NUDER .._ .4� ./ - S. 51 STROTT . AQ, w'�.� �\ //4 � / ""� PAIL I -1. TOP & BOTTOM WOUNVINGS CAN K COATTIRLD It ANY CONDITION! & A��. I - .."HE. (00,I)PIR-Y"I"', F. (-U)W�, 20-176 � �i��;' , - -�-.-'_- -'.=-.' � �.i I I To IS MY SO ANY NSTO"ATION SCAIL. "I CA-0004710 pusimiI -I - - - ". m, n.1 I , I'm SHUTrER MACKS NOT SHO CA ____ - - -, _11E WITA & TIUR - P1 - "m k - A _ . _'.' , . _ , _ . . I - I � sem " OF n _ __ ,ximum A.s.p. DESIGN PPAmURE RATING (p.mi.f.) AMD CORRESPONDING +2/4 +1/4. 3/4, 4/5. 5/5 & 5/5 IUM SING - TH 'L* SCHEDULE ONLY rOR REGULAR STORM ANCHORS (SEE SCHEDULE ON IW/6. 2W/G. 3W/7 8: 4W/7 S INSTALLATION INTO POURED CONCRETE. CONICRETE BLOCK A WOOD (t) _ 3' MAX - __ S'MEETS - - - - __ - - ___r MAX_ I* MR.- 9. 10 *11) I' k1k. SINGLE PANIELSGA�11 PANELS 111) ILERADER-ALI&H 0 a . .1 . 0 0 AT TOP OR BOTTOM = TRACKS (3) Q). ja A .0 911 O.M..O.(�)' 4 1 T__1__I_r__r_T_ T_F_ r 4-- - - __ -1 1-1 _ f- T --I I-F F-T 7 ,' I T'7--T-r--r--T-_r_ -I I I VATH TRAM (ION a* Mmy MOUSIFFED AT EAC&-EM2* - � � � A --- - __ - _. , MAXIMUM PANEL LENGTH *L+* OR 'L-" (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING (;,�.'f') (. o, -) CONCRETE A, WOOD 0WAL.LATIONS t AS, L_ , 2aO ___L_ 12'-O* '2'-O' 210 12'-O' 1 I'_e' 5ao I v'-V* to'-p, J10 Po�po- mw�_ 4ao . 101-1, 91-4* I .110 $'-I' *�J?' - ___ Sao - 0.-,. a,-4' __ - --sio- - - 8�2_ - a*-O' - Rao . S.-r ;7--- r - __ 610 ___.. ___ 7110 �- - !��__ 7'-s' --;;--4-- _____ rO* - 730 7--5- fi.-Io- 80.0 I.-,. 61-7o 85.0 71-0, 6'-s' - 90.0 61-91 6-_�� P&D 6'-9" 6'_O1 - Two 1 6'-s' 5'_11' - 10,10 6�31 51-0* 11.0 , - " -, I !:I, PIT I - I ..- I MAXIMUM PANEL LENGTH *L+' OR 'L-* (ft.) 0 MAXIMUM &SO. DES30N PRESSURE RATING (P.- 1.) (TIT - -) CONCRETE & WOOD NWAUA71ONS t L+ L 20LO 14'-4' ?j'-O' 2.10 - - - 12'- 10' IV-r JOLO I I'-8' ro'-?- .110 W-yo, 0 .-,. - 4" 0--d- - 9'-2- _ 410 01-11 8.-?. __-, 30.0 - - swo -_ - - ___i7-_r_ -8.-2- _8-__J____ -7'-#' - Sao 8*-o . _ 7A_S* - ___ __ - - 610 - I'-#' -_ ?,-2, ____ 10-0 ?'-S* S'-I1* 710 71-21 6'-8' 80.0 71-01 8'-S* MO '_'. 01-31 90.9 61-01 11-1. 950 1'-7- 5'-Io' IWO 0'-J' 5'-)" I rolo 81-3* 5'-4- -1 I rao - 5 -_f* 1 115.0 - 4,-Fo* 1 112.6 ANIMUS SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WHO SPEED 4 170 m.p.h WIND SPEED . 1710 TY.0.h C.) UNRESTRAINED RESTIMIkED 30 OR LESS ' . 5- 6 1/4- �33 TO 90 1. '. _ 7 1/2- 7 1/2- !,to TO LAS - 1 I* IT 7 1/2' 7 /2 . ! 1 >145 To 16&4 I' _ I' - I - I 7 '/2- 1 MINIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION mp DIRECT 'h' .U. 1.5o)(1.5, STUD Ir or",= ANQUE '!',-T.-,,X BOTTOM Violent HEADER HEADIM ARGUE TRACK St .1& - DIRECT MOUNT ". 32, 32' 35' w 50' 50' ' 1,5'11*5' SIT* ARGUE ,"' 32" -12' 32" 42' 38- 1 38 *r TRACK 55' - - M' - I _ 32" '. 57" W. 60 . 1 WPM TV, ig-m mw W/ 50" '. 1 32' 30' - � 60.' M �pq Vnplm_�IU�6ZC!! 1 50' 1 32' 1 32' 1 3r _ W I I kv. u 01 15 � 1 j"', i? : I ' : I I I I � I i . I I, � __ , �- , �__'__] I � I , ] - j- I - �] _H ,'I' I _' -1 - ill 2 1 . - _ __ I - 1. I I -1 �. - _ [ -.-.. I . - -_ - -_ -_ , -1 -_ - '111�� - , - I I _ � ", . 1 4- I - . . I - I - - .1 r, � t_l , . , 1, -_ [,-- � I - - It 4-- ,_ � UNBOLTED PA i � �: I , BOLTED PANELS W/ I 21;.L", � i I S.S. %LS, SOLT W/ (�4 - (SEE SECTIONS AS � ek E, APPLICABLE) , i � (SEE SECTORS AS At PUCABLE) I I � I I 1 1 . , I I I I , I i I ! I ] 11 I I I I I I I : � I I . 8 i I 1 . �- 1 1 1 i � I ! 'I i I � I � i I I I ' i I i � i I I I i , I I I f D. M.. (�). 0. I I � ; I I I , i I , '�� - - - - - I - - - - - - Al 194 i 1641 -0 i ;'4i - _1 � I . ' _� 11 , i 4ij '.. -, I @019 ' 4- .- - - , - - - I * WAL I 1+ 2/4 1/4, 3/4. 4/5. �/5 & 6/5 1*111V/6. 2W/G. 3W/7 & 4W/7 - --ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 W I) - - - - - 11ELEVATION I N.T.S. /4' M.. GAP -- 2 T' - - - . I � Z--\ /_1 - \ /-\ / - '/4' � z7z \-.7 \--/ .- �� %r-/, 10 N.T-S. NmWm- (1) L+; MAXIMUM ALLOWABLE PANEL LOOM FOR A GIVEN POSITIVE &S.O. DESIGN LOAD. L MAX- ALLOWABLE TOM L04M FOR A GIVEN NEGATIVE &SO, DESIGN LOW. (2) PROCEDURE TO OETVMK MIXIMLAS PANEL LDaft GIVEN A POSITIVE &S.D. DICTION LOAD. DETERMINE UNUMUM PANEL LENGTH �L+* FROM SCH GIVIEN A NEGATIVE k". DESCH LOAD, DETERMINE MIJOIJUM PIANO. LENGTH 'L-" FROM SO FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EOUAL TO THE ANTIMI DETERMINED PANEL I KITSEEN "L+" Am 'L-' (3) SEE SCHEDULE BELOW FOR MON. PANEL LENGTH FOR POROSITY GUNUIFICATION. ' WSTALLArAM INTO WOOD AM UMM TO * 05 ;;�&t MAX &SO. DESCH PRESSURE IA .!!K � met _ . z hswli� 9. 10 At I I FOR VAX, A50. DESCH LGOOS A, MAX. PANEL LENGTHS FOR -ul : I Iti * . % I .. I ... " ", * i .44167 '. It : B -,* 7��_' IATE OF �� v__4__ '�" �RIDIA..:` /I/ _AIv I ......... , - to .m nmm W. � �,. - e- .Z VkAV_ . - - am-- -.0m.- C.-OODS7,11 wftm X TILUT *.. P.L FwAm. Lw 1 .1 24 GAGE GALVANIZED STEEL STORM PANEL F." O`I I GLOBAL PRoTEcnON PRODUCTS, I.I.C. RICO L* TIT SfAm ,CM, De. D.w� n_ 200". xes-7ske,m. o�)�om I 5 __m ft m,:-: �_'. �;;' I - - I � . ! - = .! ! I ow 3 w is GENERAI NOTEq (C) M'Lm ___ ______ - AVITY G -�' -'� �ffi�lft��J`v A2t�� D110"TWOENT (P ED.) HAS BEEN VERIFIED FOR COMPLIANCE A ACCORDANCE M TAPCON ANCHORS. AS .. .':�WMBUILOEX. INC WITH THE 2020 (7th EDITOR) OF THE FLOR1Dk BUILDING CODE. THIS STORM PANEL SMALL NOT 13E INSTALLED AT HIGH - 114-1 0 PAAELAATE FEMALE 10 AND PARELMATE PLUS ANCHORS . AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS VELOCITY MURRCAW ZONES (MAUI-DADE / BROWARD COUNTIES). - 1/4'0 L� SCREWS PER NO S_ DESCH ONO LOADS SHALL BE DETERMINED AS PER SECTION I 1501) OF THE ADM W04TONM CODE. FOR A BASIC WHO - 7/15-0 5/8- WOOD BUSHW. AS DISTRIBUTED BY ALL POINT SCREW. BOLT e, SPECIALTY CO SPEED AS REQUIRED BY THE JURISDICION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DtRECTIONALM FACTOR KD 0.85. USING ASCE 7- 1 6 AND SHALL NO EXCEED THE MAXIMUM (AS O�) DES" PRESSURE RATINGS INDICATED ON SHEETS C-1) MINIMUM THRIADED PENETRATION INTO WOW OF TAPCON ANCTIORS WALL BE 1 1/2- AND 2- FOR ELCO PANEUAhTE PLUS 3. 9 THRU 12 & 17, 16 AND PANEUANUE FEMALE 40 IN ORDER TO VERNRY THE ABOVE CONDITION. ULTIMATE DES" WIND LOADS DEMMWO PER ASCE 7-16 SHALL BE FIRST REDUCED TO ASO DES" PRESSURE RAYING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ VAX (k SO ) C,2) MINIMUM THREADED PENETRATION OF LAG . INTO THE WOOD FIRAIME UNIT SMALL BE 1 1/2- NO THREADED DESCH PRESSURE RATINGS INDICATED ON SHEETS 3. 9 114RU 12 A, 17. 18 PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REOURED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANC ON THIS P.E.0 AS � WERE NOT OYER STRESSED. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS, FASTENERS SPACjNG TO WOOD HAS BEEN DETERMINED IN C.3) ANTVUM EDGE DISTANCE OF LAG SCREWS� IWO WOOD SHALL BE AS INDICATED W THIS DRAWING ACCORDANCE WIN N.O.S. 2016, STORM PANEL'S ADEQUACY FOR IMPACT AND WPID RESISTANCE HAS BUN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD WSMING SMALL BE 5 8' 1/4- 9-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM THE AMA MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS #01114.01-01 AND J0219.02-09, AS SHOULD STUCCO EXIST, 940 I" MINIMAII FOR WALLS WITH NO STUCCO, PER SSTO 1 2-99 & ASrM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 01 1 2301- I 0 AS PER YAS-201 Mo TAS-203 PROTOCOLS, AMD AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C 5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIDA BULLDNC CODE. WAU_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1). C.2) & C.4) 2 ALL ALUMINUM EXTRUSIONS TO BE 5063-TS ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHN,L. BE IMSTALUED FOLLOWING ALL Of THE RECOMMENDATION$ AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3 ALL ALLOUINUM 94M METAL USED AT CLOSURES SHALL HAVE 3$05-HI4 ALLOY 6 PANELS MAY &SO BE W57ALLO HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 8 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASIR A-653 GRADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS(D*(!) SMALL NOT BE USED SIM DESIGNATION W/FY- S22 kvi (AFTER ROLLED). 9 It SK41L BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACKED TO CONCRIETE. MOCK OR WOOD FRAME 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSJ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS MO I 8 W/ 50 As, raD STRENGTH AND 90 km TENSILE STRENGTH AND SMALL COMPLY W/ FLOR113A BUILDING CODE SECT" 241 1 33.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5. 6 AND ALTERNATIVES IW. 3W & Aw ON SHEETS 4. 5. 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE MO READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6 BOLTS TO BE ASIR A-307 GALVANIZED STEEL ON AISI 3D4 SERIES STAINLESS STEEL. WITH 36 k2i MINIMUM YW STRENGTH SECURE PANELS WTTH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL HE AS FOLLOWS. 11 THE WSTAUATION CONTRACTOR IS TO SEAL/CAULK ALL SHU17ER COMPONENT EDGES AMCH REMAIN IN CONTNUOUS CONTACT WITH THE BUILDNG TO PREVENT W1ND/RAP1 INTRUSION. (A) I - t/4-0 TAPCON ANCHORS AS MANUFACTURED BY IT.W_ BUILDEX. INC. (Mim F-3192 p,%.,.) 12 STORM PANEL INSTALLATION STAU. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUIUDWG AND ZONNG REGULATIONS #.x 7/a' CALK -IN ANCHORS, AS MANUFACTURED By DENALI INC PROVIDED BY THE JWSOICT*N WHERE PERMIT IS APPLIED TO, :1/4* 1 /4 .. 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED By ALL. POINT SCREW, BOLT III SPECALTY CO (Mi, F-3000 P.S.i.) 13. (o) THIS PRODUCT EVAU`A'nON DOCIAAENT (TIED ) PREPARED BY THIS ENGINEER IS CENEIK AND DOES NOT PROVIDE INFORMATION - #14-10 PANELMATE FEMALE 4) Sk PANEULIATIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROJECT. ,* WHERE THE SITE CONDITIONS DEVIATE FROM THE RED, - 1/4-0 ZANAC PULLIN ANCHORS. AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBILE FOR THE SELECTION. PURCHASE AND INSTALLATION W-LUDINC UFE SAFETY OF THIS PRODUCT A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-. 2' FOR TELCO PANELMATE AND BASED ON Tk� � DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPORSOUTY 1 3/4- FOR ZAMAC "LIN ANCHORS A. 2) CAUK-N Ill SOLID -SET A14CHORS SHALL BE EMBEDDED 7/8- INTO T14E POURED CONCRETE. NO EMBEDMENT INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD if MODIFIED. STUCCO SMALL BE PERMITTED. 1/4- -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. (d) SITE SPEOFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENCJNEER OR ARCHnTCI WHICH WILL BECOME THE AND I" MINIMUM FOR WALLS WITH 40 STUCCO, AND WAY 13E WADED SCREWS OR ALL rMTEADED SCREWS WIO HEAD, ENGINEE OF RECORD (E O.R,) FOR THE PROJECT AND WHO WILL BE FESPONS19LE FOR THE z BUT WITH WING PROPERRUSE OF THE PE 0 ENGINEER OF RECORD. ACTING AS 4 DELEGATED ENGINEER TO THE P E D ENGINEER, SMALL SUBMIT TO IMIS LATTER THE SITE SPECIFIC OPAWROGS FOR REVIEW. X3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SKALA BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (a) THIS P E.D. SMALL. BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE sIALL BE As MENTIONED IN A.1) AND IN k2). ENGINEER OF RECORD THAT PREPARED IT (a) To Lgwhl�=Rmmu ASTm C-90: IC SHUTTER MANUFACTURER'S LABEL SMALL 13E LOCATED ON A READILY VtSBUE LOCAT04 AT STORM - 15'. . ANCHORS AS MANUFACTURED BY I T, W BUILDEX. ATC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL 0 , 7/6. SMALL 13E - 1/4* CALX-N ANCHORS. AS MANUFACTURED BY DFWAL7. INC FLORIDA PLACED FOR EVERY OPENING, LABEUNG TO COMPLY WITH SECTION 17099.3 OF THE BUILDING CODE. _ I /4-0 . '/4' SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO - #14-10 PMEUMAFE FEMALE 0 AND PANVILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P 11111411, � _ I _� / . � 'k A 4" 0 ZAMAC NAILIN ANCHORS. AS MANUFACTURED BY DEWALT. PIC t9L A. T/Z -'�: .... ... . . . . ;�'�� '. A 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAMELMATES AND ZAMAC NAIUN ANCHOR, INTO THE ". E .. FLORIDA BUILDING CODE High Velocity Zone)l BLOCK UNIT SHALL BE 1 1/4' . . . (Non Hur carYs �� 1* * .. - "L"... - FJ` EL2) CALK -IN At SOuQ-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNTY. 7%,44 7 .. 24 GAGE GALVANIZED STEEL STORM PANEL DANISH w STUCC SMALL BE PERMITTED 1/4 e-20 SCAM USED SHALL BE I t/2- LONG MINIMUM SHG�O EXIST. * - -_ -_ , _r__ GLOBAL PRMCTION PROM=, I.I.C. '_ AND 1� MINIMUM FOR WALLS WITH 'NO, STUCCO. % . �) � 1% STATE Z� I C 0 ��. '* . .- .3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR ' * .Ta m. Mea ". 11 INSIN' - --- BOARDS BE Fou � E1,10 - OAMLF�111 ' a = !.I . . . . . . ' -1. , I, 20-175 - - __ - Low, .'I-%- )eWYIMS. - (16HANS-1 EXISTING WALL. ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P ft " ANCHORAGE SK4UL BE AS MENTIONED IN ELI) AND IN 0 2) Z�6-- . __ " - _=77-. .1 - - 1 I WllWlW I kll m !m. ,,,,,,,,NA 1 1 Hill 1�00".r' SA,"SWVYLw'u'n .=Lr., Pr - 11-1. , . 1 F509 - I 1 SHOT"W's I - I -Ar INSTALLATION INTO POURED C�� CONCRETE DICK DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK - SCITIANG CONCRETE � CONSCIM a- OCK in STRUCTURES CONCRETE ANCHORS , , , 11-OURED CONCRETE ANCHORS . , I REQUIRED- (SEE SO4EDULE ON -, SHEETS 9 THROW" 10) 1) (SEE SCHEDULE ON - ' ��? SHEETS 0 THROUGH 10) - (1) EXISTING POURED CONCRETE OR I- ___ - I - I I -1 CONCRETE BLOCK _ REQUIRED. 4) I 1/4' I- 1/4- ,'I MAX - _'/'-_�'- 9 .Ir HAD _`X I , a '/.- oJ:, �' _w_ __ - - I I - CONCRETE ANCHORS //, -1 I -1 (SEE SCHEDULE ON - 1. .__ I � ED I to I ,, - SHEETS 9 THROUGH I ill - 1 � ; 1 (j) : _01 : : . I ,I (D I 0 ' I , I-- . - --.L-- q.-w-mv . r - �vk, mk� �I,6`_ - j __ I , I I S`L IMR` SEPARATION _ -A, a, wo I IL - - -11, - /.�Tjft' � IT _.- 1-r-Imm"do A SEPARATION ,' w Fam'"s. EO. i �- TO CLASS -1 ==114) To GLASS' I � oex r4r) ! (SEE SCHEIK&I =9 ON SHEET 3) 1L* U.. * 41 I I (SEE SCHEDULE : ON SHEET 3) ' � 1 : PANEL LENGTH (SEE SCHEDULE N I 'L, M.. jw. SOWAT04 i 11.1 M- I I CONCRETE ANCHORS I ON SHEET 3) q PARR LENGTH _4 ( TO GLASS. I SEE SCHEDULE YA (SEE SCHEDULE I PANEL LENGTH ' I (SEE SCHEDULE I (SEE SCHEDULE ON j' ,A i 1 0 r I 1 , ON SHEET 3) ON I, - T -_ ____ ON SHEET 3) SHEETS 9 THROUGH I 14 i I _(�) IT '_ I 'i "-, el o ;;; 11 , ; we i OF *L' [ EXIST11" i GLASS �1) I [ _'. J_ = '�'� , 11.1 , r ; . . . E. I. // @ - I ISM. I I kz��-L. 1 501; I OF 'L, I � " ' , , I 1 I - C, I , 1, 11 - ' ' .4ps 5 I/., O.c. '�/ - . .. I Am. �� " : � ' .' 'e�; �"?4"'K : I I ED, , I- 'tj I I � 4 - � 11 � ' I � I el"-- 1111��"��',� .:� , E-D. ��` I , I . . . I ; 1*1";;; "'" I - ' ' I.. I E D ,� " 11 I I @ �"/ , - I " (4 11 '��' �� __ - POURED I EXISTING ,,, * -_ 1 12 1/7 O,C_ I I- � . - I 1. - I W_ - .- W.,. NEX � NIA, CONCRETE OR ; CONCRETE BLOCK � CONCRETE ANCHORS , I .) I &/., ' t � - " I. ' 0 - - --to , , �" SLAUMIX, m � OR - to- '/.�Tlklr ". " It/ Nur 0 ,2 'Ir .c. I I SEOUTNED I _ _ I (SEE SCHEDULE ON I �"' S" I., I '� '� 11�1 i I - - ALTER.", - IT mi� - ' ' ", ; �' " � �" Z'6 (m, " , LEG LOCATION - ' ". - 4) ARE USED wmm DOSING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CDNCRM - I _ EXISIING POURED CONCRETE ANCHORS OR CONCRETE BLOCK REQUIRED. CONCRETE ANCHORS P*AELMAM.A:�2 ARE USED. REQUIRED. (SEE SCHEDULE ON STAGGERED W/ SIT& (SEE SCHEDULE ON SHEETS 9 THROUGH 10) S14EEYS 9 THROUGH 10) BUILD-M MOM= N&IRLI 15 3/8-l' NG "Im SCALE 3/8-1- WALL MOUNjjj!jffECT MOUNT SCALE 3/8-1- ,,Ilk ok, ... ft, *** ... - . . . � - . . C.;*- - . . FLORIDA BUILDING CODE (Non High Velocity Hu Gone Zone) E.D. - EDGE DISTANCE N TE FOR COMBINATION OF SECTIONS: I . I*: 0. 44167 ` - = : * : III '. . I * 92 - - --- - I '.. S 0 4;;�_ latma MAIM Wc' 24 GAGE GALVANIZED STEEL STORM PANEL : GLOBAL PROTECTION PRODUM, LLC. ���L - DOWN MY "'"/� lAm (SEE ON SCHEDULE SHEETS 9 & 10) TOP & BOTTOM MOUNTINGS CAN BE IN ANY WAY TO SUIT I .. 1-1 ` PiORID% -- - 111, , ' P.S., -M S.W. 51 knew PAUL rL 333 6 COMBINED AW INSTALLATION. ... � , .. - - ."' " 11 '�'*-'; 43N,I, Is , -.. - �---� � . - I ONS) KH-_ - UPS) _ " PHONED -.-=r".- W4RISS-7544, FAX'(05,I)MM-67117 20-175 I I 'fit; vN.?[N � FULIT ... ... MI nOM Me. J 44147 1 1 1 - 11 - 1 - FIL "9 .2 i i - ;:7!�!T. I . _41I (1) (1) = W -a -Cu > C 1) t- -P..- L_ (1) (3) L- 0_ Q- = 0 _0 0 L_ C . - 0) cu _40 0 -0 (1) -6- 0- U) . (1) :t:f Q) -0 O Q 0 0 -= _0 = C: 0_ ,a) Cu a 0 0 = li.%) LL ,I- 0 CU ;> . . C/) (1) "I" - .4..' - CL C_ � Cu -0 -.0- = . - .4ma U) 0- < a 4 z - 'A' (--j C----t \I- (" I - 7 I".) cli ,,, I-- 1) -4- - . I - I ) "I " C, -j �� (7) Im -I- r, � - I T" " -:x ( _� '! -C - , I � � , , - '_6 I N 77 I . L ' I ') I - - I_ .- " 1) ,� __ - - ' I - fl�) < __ ! Z I _N . LZ - - - �'- i:,L �" -1 �_; I..... 41) "'- < I - - , �- ('� � . :�� _0 '1_) a) C: 0 1%'. �� i� , 'z , __ � - 1) > -- -74 - � - �C' Z;�. -,, a- --a " - L� - C Tr= � , - () 4- - i- '5 (0 - S__ .- 0 a 15 L'-- W INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PANEL (I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - . . -, . ' ' - .. INTO WOOD STRUCTURES '�" - ___.' I.r- - . _. _'_ -7 ----- II __ I INSTALLATION DETAILS FOR REGULAR PANEL (-I) INTO WOOD , � I I I!, �: - ; i SEPARATION (D _�____ - . 1_7 - - I I , � I : '� , q , . ALTERNATE CONCRETE , 1. I I � i _rOO ANCHORS I I - . -- r-- - � is TO GLASS. I " - I . ANCHORS LOCATION I (SEE SCHEDULE ON '�' . - �' OF SCHEDULE � I ALTERNATE LEG ___ . I . �it SHEET I 1) � I - �" I q) . I OR SHEET 3) "I _a� -_ I - ' I " 1 ! �_� ` - - L � ' - _' .- TJDCATION fSEE SCHEDULE ON I = - 0 ODNICIRETE ANCHORS EXISTING POURED CONCRETE ,- I - I I ,. I - I I . 4'.8, ()MIT.) EX . (SEE SCHEDULE ON SHEETS 9 THROUGH 10) . I I , - 1 : - - ... - - - ... � v`1_ 'n.11111 - _wKRSWwL KAM REQUIRED "STRIJI!� I I . I - . I I I . � 11 -n ADEQUACY OF EXISTING WOOD 11 " , . U)�o�or I -_ Cn -I--& SHEETS 9 YHROUGH 10), .%N.G.wr9L9K`E"` OR CONCRETE BLOCK - - � REQUIRED. REQUIRED. I I ! , A, I ' -�- ---Et -- � i� I I TERNATE LEG I " 11� I I � , Z71-ir-i - - - - - - -I I "E' Am, BEAM TO BE CORTIVIED BY __' 1:0- : - � L -_ E.O. /' i I EXISTI -1 - - --- - I PANEL LENGTH REGISTERED ENGINEER OR I I I 11 ", ,_ -� " I (SEE SCHEDULE ON __ (1) WOOD ANCHORS � CLASS I I (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER , �' ' , - '.� %=prm0.'ffi_. . SHEETS SCOURED , ' �; 'I ? - . SCHEDULE ON -- r7 -,--- - ,_ - � I - 0 " a) "- CONCRETE ANCHORS WCOD HEADER I " " I � I'll 02 11 I . 1/4' (SEE ' . r .1 - ; I r --- - l - ON SHEET 16FM PIST"LATION . , - I '� , L Woo ANCHORS ALTERNATE WOW ANCHORS " . I , - IT MIT. - - HIR 'e"I'Mok RIAL, 'a M006 Mo. I . . ,a - i ,� I , ISEE SCHEDUL.E ON (SEE SCHEDULE ON 77 ' -EO-EO- :91, som m - - '. �" ' _ -_ I/.jrw - ./ - - !_I!_/!� ' I � 04m SHEET I 1. SHEET It) , __;�_ � -1 __1 '/2' oz. "" . j1/4' � � " -11.1 ')� = - . IS 3w,* lui, - It/ RuIr '� " I I � SHEET 11) � , , , ... ..' r @ - - - "' - I _g..'W Not twel" Hall, F__ zr" _j 114' � I " i � . " 7 1 - SPACER_ OF 'L j/4 a) ;go""'y""; - -1 11 � � 1 -- T ' � I 11 7 � 1/2- . - __ MAX. - - - �' I , I I L I I WOOD HEADER 1, I . I 'L' - LENGTH MAX. Le - 1: I ,I _ -_ - CONCRETE Ail 0,C - - JAAX L I I . , I ; REQUIRED . a f__ - � ; 1/2' a) = I : ( -1 i (SEE SCHEOU 1 �� �" I � - , ti� : IT E I I I _ t1/4 .1 a - - . I I - J 1 � - I - mm. WOOD HEADER L " - 'F mc;=L -4-1- -_ - - I SHEETS 9 TH-H � : - E-D I ; . I : I" I ; , Pl; ; [- (j) ED ; :: ili-EqEl I I I I I RED - � - I/ M - at I I 1L* M.. I I 11 . � I . I . I ; �', a '�'� - -1 -_ 4 � Q.6 �/%- 1 1 "oz, ""'_ -� I � I � PAN LENGTH "J'' : -11.1--i i MO. L ALUMINUM SPACERS 0 12 112- . (A�_ : .Wi!`l,-14_ -01. _'.___� * WOOD ANCHORS " 4 i (SEE SCHEDULE I LJ I LJ - 11 - : (SEE SC E LE ON - , - I /2* I � ; EXT, " 1 - _(j) F D. �.'//" 11 ; . ,F,7-' C. (SEE TABLE 01 ON SHEET 11.) I I SHEET IH)_ I _ L : Cu "" "/ .1174 I , I : w- i . T : I I SEE NOTTY " LO; BELOW FOR UWTAT04 FOR I SEPARATION I SEPASMACIN I � C 1 T L @ 1 - (a) a - i � _q) I, Min. 'L" MAX. � , MINT. : : (a) 'Fa� I 'L' VAX. I I I I 1 1/2- SLEEVES. ISIELPARATION To I > il_M�_ � i ( TO GLASS. . ; /.�Iol.- TO MASS F I i PAN L.ENGTH I ; PAN LENGTH L ' - OLASS.(Sff I L� . . . . . . I AT SEE SCHEDULE : (SEE . I - (SEEESCHEDULF I . � ON S=RX (SEE SCHEDULE I 1 LE ON ON SHEET 3) SPACER ON SHEET 3) 1 1 ON SHEET 3) SHEET 3) ] -- MAIT '- ID OR FAMEL - IT SCHEDULE I I'll It 0 1'1� I ON . t ON SHEET 3) . I Win. SEPARATION TO CLASS ; 0 I I I PLUS (SEE SCHEDULE ON SHEET It) VUI;E� (SITE SCHEDULE ON SHEET 3) - I Wft�' � 'L' MAI 4 - ILK WSP - . , ON rum mm I ,; I I I . :'A - , 1 wom"'m r ,_ S, 9 L_ I k 11' i mi.. - Al. Ili - I I ri�-o *L' M... 'A I 1 '/k� I. I .' I � OWN, r-n 1. MAX. .1 .E' IS I , 9 k ,oar � =-= -'T *I., U (SEE SCHEOUT - i : mea >- ! I i I PANEL. LENGTH I _ SHEET IV L904 PER r-c _r .. iip : . (SEE SCHEDULE I PANEL. LENGTH AT � I I PANEL LENGTH It I ' r I i I I ! IV , I - (SEE SCHEDULE ON .I, ') I I - (SEE SCHEDULE I EXrsrPK; toorm out 7-mr) I I - 1 - Z�- I I ulaw OAR 11-0 C_ _� ON SHEET 3) (SEE SCHEDULE : SEPZTION I I ! 2"X4' WOOD - ---- I PP14EL LENGTH ON SHEET 3) 1 - : I : (UK Fam mom. EXISTING I SEPARATION -_ MITH I . ---I '= _ I PLATE WOUIRED 11 I ,I SSN_G L - . . I CaSnwli - -1 ��? I I I ( � . a- � ! A : GLASS I_ SEE � -1 ON SHEET 3) ( TO GLASS. ___ 'A __ -.-- GLASS i 1--ve, - I I I- - - - -I- I * I - I I . IV - -_ - IL , - - I - I ---- -I < SEE SCHEDULE : 1_A, - 'L _ I I ON - -(a) - --- _I_1 ON I [ �D 5= IF -_ _____ . I __T_ - � i SHEET 3) ii DIRECT MOUNT W/ SPACER " I IT SHEET 3) 1 110 OF 'L : I ! - -- � - - -_ - I it" m RWC` w MAX IF Y i � 44 1 : - I I (D OF' -L- , I I /' , �"f"1111 " SOX MAX. i � ��','T---'-�'�'m i , I SPAM - : - I- I�D 50x I - I 0 12 112- D.C. 11 (i) I ' '�",' �"",'X : VAX, I - _(D ALTERNATIVE 2W' 1 5011 � I : /8.1' : q) I SHM-1 1.3 FOR MAX. PANEL LENGTHS & OF 'L ; 01C 01/11 I I � LENGTH OF 'L : . I - - I - L I I - E.D. __ , =U - : MM� A.S.D DE XN LOADS FOR THIS INS17ALLATION. I q) 1 MAX. : I P/1 // , - I : MAX, 11 OF 'L ED 10' I I SEE TABU #1 ON I @ I 0 1 ' "' � I MAX I - I 0 12 112- D.C. 1, __ __ 7 - -_ I - I 11 I , : @ � 77 r10 - " I I I I : -==4:L,- atlj - -1 _ - a) 1. __ I - 'I '.. ZZI HLn' , v, ', 0 12 i/2* O.C, �_ . _ � I F - --'�� t: - / I 2 %1/4'1-:I�/ = F_ C _ i i jite CONCRETE ANCHORS, - - CONCRETE ANCHORS I I I ED - - - - =11 : I I, - . . . I C -0 EXIS;TING POURED I 11 "I"""' I (SEE SCHE I (SEE SCHEDULE ON - I - I 1, . � - t' _'�"� T : '. L ; , _ , �_.-'-� 1� SHEETS 9 THROUGH I __ - IBW=40 6 "� !tl " I _ -_ WOOD ANCHORS * * hm I I I � - 2 I/6' LONG MO. ALUMINUM V i , I STAGGERED W/ STUD t - --- - I I L", I , �'� 11 10) ��' GOING. , ", I EDGE OF WALL OR SLAB SHEETS 9 n`4L`CLUIM TO) I ' q . � * ED - - I I I . q REQUIRED 1. V 1, . KT, CONDITION) �/'=/"' �� SPACERS 0 6 1/4' O.C. VALID FOR I - I 1, : (SEE SCHEDULE ON I SPACER RA MNF ME I Vr LOW #,. : - - ____ I � . I 0 ' - I 11 3/'4' ,� ,' '. �'-/ EXISTING POURED CONCRETE EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANO. , �' '- A � - - L -1 I SHEET 11) I (1) enuaLom a LMU AD A ONE SMN suUm=I11 � - - - , _.. - - - Z-xs' WOOD 2'.4' WOOD PLATE ,, ' , I ,! L_ , �� . I - - - - - ---- DECK RECURRED - - . .- '/` *m� WOOD ANCHORS ';T -_ - - � � CONCRETE ANCHORS :: // 11 bit CONCRETE BLOCK OR CONCRETE BLOCK LENGTHS PER SHEET 3. � L - 40 . WOOD ANCHORS _ � 2 WOOD . REOUTF11ED '01 REQUIRED. RECTUIRED. _4�) �; kW. LONG ALM" SPACERS 0 P'.4 1 MUT MEAN ft" MOUNT MISS 6 A MMMCWW I I I " (SEE SCHEDULE ON (SEE SCHEDULE ON ' "M 1/2- 0 C. (SEE TABLE #I ON LATE REQUIRED " ' ' - ANCHORS i L "La"U" "DOW ZOOMY 14WAM ON OW ). I (SEE SCHM ON :L' 3/4' L � - : SHEET I 1) O_ SHEETS 9 THROUGH jo) - LD, - - , '� L - " � STAGGERED W1 ST M. ! : ] - WARSAW AT G I �___ __ _ �1 I : I CIO SHEETS 9 & 10.) I ON $HIM 3 MAN ag nmuco _�_ , _ L 4-10� RE..D (21 ANCHORS GOM TIM CONVONDTT 9A ISRAEL Im Fuma: MI on sKEY 11) - - I (SEE SCHEDULE ON"D INC AS THE FOUDMO OCHD ARE I - - - � � - 'AN& WITE ftM SHAU. ME WOCM 1/4- Mr- I SHEET I 1) "'A"O'c" " oil" CM 8 A RESINLrOO FROM It 1 /7 ' = VACM ALLOWED ON I j ___1 . � - � --I __ C - - - I I I . 4 � - - - 2' Mi.. - - _ L 0 a) BUILD-j,j MOIN71NO AN - (1) mmaw Am ecom PRESSURE i . OR MOUNTING WALL MOUNnNG /DIR W/SPACERS (9) OR '6' WIND a keo. -0 p-4. MAX 24 MK PANEL Local 0 UhWTEP 10 W AT ANY MOM 1 CEILING All EW_ _w I . . I � Mo," "I" i (3) "we SECTION 5 -_ --- I I MO A fn?WfM FROM LARGER PMM LOMM MA�MO ON Cn 3 L ECTHM 4 LEM - - 11 I ; (2) MASS" Slow PARD. LENGTH G SCHIEDIAL SPW ill, i SCALE 3/6-1- SCALE 3/8- 1 - SCALE 3/8-1, . � WALL MOUNTING I DIRECT MOUNT (4) CEIILING AN FLOOR MOUNTING BUILD-OLFT MOUNTING m WALL MOIJN7114G (3) STORM PANEL MNLATON 4 ONLY ALTERMTIVE 2W 1 1/2' LONG VACIOR CMPQWft 0% POLL ME AS WIDENED ON 1 ;�� 3w " I W_m" All cores SOOD m1w VALL. SCAUE 3/5-1- $HIM 2. 1 SCALE 3/B-I* ALTERNATIVE 4W ALTERNATIVE I W � ,A. F.M.M.1A.C.N.Ir 12 Z/2`3t"MW0S0pVA=AEDe1W"3AX&Y � SCALE 3/5-i- 03 . E_IWM STANDARD AND THE 20M (7% COnVO OF THE FLOWA 0"n"ISHRIA", - I i 'AUSHIG - � L. SCALE 3/8-1 (4) MTRLAIM VNUD ONLY MR wm ; i ODOE P'j ' I . L____._____.___.___ 4 . .. se I... .�� "� %%%"M"NA,% I mm " 2 k 3 PER . E I 1 ;4�'��:. .... - Ime-OlL !�-.... '� I k.� I --- "'�Cfiv �: .... . , . � .... /�:� ." uj . \ .. .. NOTES, . EN ll� Ncm� , . .; �\ * l*�"-T k ... j : =3 f : . - - - FLORIDA BUILDING CODE (Non High Velocity Wu Icon* Zone) .. _�r_ E -.. . 4 FLORIDA BUILDING CODE (Non High Velocity Hu cane Zone), NOM FOR COMBINATION OF SECTION : z : NO. 44167 "'. i FLOTRI BUILDING CODE (Non High Velocity Hu can* Zone) m - rp 1. INSTALLATION ARE ONLY VALJD FOR MAX. A.S.0 z * i ____'r - - - - - .: 1 .2m "Ll'I'm - 24 GAGE G&VANIZED STEEL STORM PANEL NOTE FOR COMBiNA110 OF SECTIONS: 1 . INSTALLATION ARE ONLY VALID FOR MO. A.S.D. -Z : NO. 44167 ** .QM RLIEM RC. rJ`. DESIGN PRESSURE RATING (p.m.f) AND PAN z .. **2 � "L"Em W. I.P. .. - o.44167 . * - DANISH 0. DESIGN PRESSURE RATING (p.s I) AND PANEL LENGTHS 3 * : . 24 GAGE GALVANIZED STEEL STORM PANEL DANSIN TOP & BOTTOM MOUNTINGS CAN BE EL LENGTHS il 24 GAGE GALVANIZED STEEL STORM PANEL < 1 * -'. Ilr . III - - - = : 1111, : IT, i W. I COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �' STATE OF .."oz CRASH 1Y. SCHEDULES ON SHEET 3 . . INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD � ;z NOTE MI MI, OF SECTIONS: 11 - - I 1 07/V/2m TOP & BOTTOM MOUNTINGS CAN BE AS PER (EXCEPT FOR - ' M/� s zl;-- / �e -- - GY/V/� SCHEDULE ON - ECOme GLOBA WE, MEMBERS TO HE SOUTHERN PINE No 2. W/ SPEC '0 t GLOBAL PROTECTION PRODUCTS. U.C. Alm ' E.D. - EDGE OtFrANCE STATE O� " .Cr-_�-�_--' GLOBAL PROMCITION PRODUCTS, LLC. am COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') S. -!��% STATE 011`;�:L_ ' L PROTECTION PRODUCTS. LLC. " - - � (SEE TOP & BOTTOM MOUNTINGS CAN BE � S. 51 svw INSTALLATION. '1_1� �� .4000 to. 51 STPW - !� 'tORI ,to ------- ..I I. -- FL 3"'. 01`1100�f TIUUT TENTM - S"KIMW - I ' I -<' !�' A '�e ,Z211 �U, �O. �,. , I I... I,- . __ ri TECOTTIN', ;V� / 110 Inc " , Oi, - . _4 �� ,� - DENSITY OF 0.55 OR EOUAL Im S.It $I svpw on ., - leme-z"s. rm wimm�rTs 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD e.p alk"m All, . . - - - A. .0 MAE. P, 32314 WA.. All, e, -,= - eleekle, R .- AIAIL F_ =I. a SHEETS 2 & 10) COMBINED IN ANY WAY TO SUIT ANY ........ F! j� P , _-'__ -'� I 00 111111 - am _ PRONL. M4)��. FAIL. (WTMASP�7 P.DW. (054)SM-711441. TAX LITIM)NIM-61417 � FUJI v 11 - - COVAM ft: MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC "+�'. s ' ' ' 1*11't"xv , I - I em - � I go -w � �.' '�7 ��� /�/ 7 20-175 ..... 20-175 INSTALLATION. . - Do "-.-. - M.1 - 1 - 1 I DENSITY OF 0.55 OR EOUIAI_ ') � � �' � I- - - -.1 - I alkeek; ft I - - oweek; - < - . . Ttitma�wr�Aruvw - CA-00"719 �11 NW%M-M/�TE ' a.-ODWIS a, vu WAT'somAr.w./a,"t �OOM7 !!.! I Alk i . I *= &I z4i 11 - __ I", I 1 I - INTOR ktr A, I eft.701 . I'Luff " I - -A-- I w, Ps I ! --- 1 -mmearts FURRSP, -, I I.,- ;;; F49 I I ow 7 ass __j . FLOW 67 ; I I - i . - - I I . I . . . a - SHEET NO. SH 1.3 *2,ArLiT (K L-4 mA#4,j ziwKm rAmLL u) zTziLm.-i 4 0 OF, VARIES -G) .0 2'.4' WOOD FRAME 2', 3',.023'31GB H14 as v- & neounm �-76 ALUTT COW. � ANGLE � 1/4*# 1 3/4' 1/2' 2 1/2' TAPOON 6 12* D.C. Kum coNcNvL caHcRim SLOCTI OR 21�' "OOD FRAME w. Ile. 2 ANCHOR ""or- 2 1/2' 12 F 12' REQUIRM r", WOOD FRAVE --<I' OR(D Min,; RoDuotm 'M PUT FKA14422 Cl�WOI; AI� no 2' 2' IERINATE LED. LOCOITION 12, ox- VARIES 2. 1 . __ IT 2' S' . .05' CONT. Sr MI. 07� L <1 Va. I OF ALM. ANOX OR 31DS-wI54 SH117 S� - - - - - .0110' WIN, xUA, am PLATE POURED CONCRETE CONCNFTIF 2' x I or 11 1 1' 2 112' (p BLOCK OR r..' WOOD FRAME REOURED, am To AULO, 00111. ALM ARGUE 1/4' MI 4- 4' b72' 0 12 0,C 141"'OUT C-1- A- OR 601121 6 ALLOT moms CASE A (PLAN) CASE 8 (PLAN) CASE C CASE D (P SCALE 1/4*.l* SCALE 1/4'- 1 * SCALE 1/4'-1' SCALE 1/*--l- SOJD-SET Olt CAU,- OR ELOO PAHEIAMTE IT AT OR PAINELVATE OR 2'. SIDES OF OPENING SCHEDULE S 2*�' WOOD (MIN. PANEL =m"MA VA Aww As ~-AsuE 'a a OVERLAP BEYOND r%S OPENING WIDTH) =,a. ACQUIRED w- P. To 51 M. CUT Do PAWO k�, VARIES a .(t OR(t R-EAR ;&I= IT - 9.0, DISTANCE 777 F-I-) ------- CASE G (PLAN) SALS ARWII .7 SCALE 1/4-.1 AA ;,r. A A VALID FOR DIRECT MOUNT INSTALLATION ONLY CERTIFIED PANEL INSTALLATION AT WALLS W1 44167 SURF -ACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE (Mon High Voice "U"Icons, CASE E (PLANJ CASE F (PLAN) STATE OF aSina tmxk ft. 24 GAGE: GALITTANIZED STEEL STORM PANEL QA_ SCALE 1/4-.1- SCALE 1/4--l- ORO'., MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STOR PANEL (-1) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (DWSTALLATIONS AS PER ALTERNATIVES 11N THRU 4W. ON SHEETS 6 & 7) MAIL A.SM DESIGN URE RATING MAIKIMUM ANCHORS SPACI14G FOIR F D. - AS SHOW ON SHEETS 6 & 7 APPUCABLE To ALTERNATIVES OF THEM PANEL LENGTH TAPCON LAG SCREW PANSELMATE FEMALE ID PANELMATE WOOD BUSHINAG 1 13' sy 1W (TOP) Ir 13. is' is (w�w) 1/2- 6 1/2- 5 1/2* 8 lIr 6 1/2- 201 (w) 6 1/4- 12 1/2- 5 1/4* 2w (am 1) 3-o" OR r a' --- 3W (TOP) LESS lr- -1 so "S. -45 OR LESS Is- Ir Ir tr IY 4W (80 13' Is- 13, 13' 8 1/2- is (TOP) 13' 13' 1Y Ir G* it (BOTTOM) 6 1/2- 6 1/2' 5 1/2- 6 1/2' 6 1/2, 2W (TOP) 6 1/4- -12-1/2' a /4, jj (Bor'..) �V-o, TO 2" 4. 1/2- 6 1/2' 3W (TOP) I 4!-4' /L2 4 1/2' 7- 7. (BOTTOM) 10,1/ 9 1/2- 12' 12* 1 4' 4W (TOP) 3. 13* Is- 13' 1 8 1/2' 14W (BOTTOM). SEE TA13LE #1 FOR WX A.S.D. DESIGN LOADS & VAX. PANEL LE14I WeIIEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 5 1 kuux� AIS.O DESIGN RESSURE P RATM MAKQBUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 A, 7_ APPi4r, ALTERNATIVES IF & ANY COMBINATION OF THEM wxmw PANIL LENGTH (IT-) TAPCON LAG SCREW PARELVATE FIENMUE 10 PANIELMATE PLUS WOOD BUSHING Ir ly is, 13. ITS (top) Ir is' Ir 13, 111. ITS (BOTTOM) 1/2- 6 1/2' 0 1/2- 6 1/2' 6 1/2- 2w (w) - - 1/4- 12 1/2- 6 1/4- 7w (WIT.') ", 7' 7 1/2- It. - 30 (TOP) OR LESS 7 1/2- a- r - 3W (wwrvom) 13" Is- 4w (TOP) .45. -45 + TO -7, 75. 13" 13 13 Is- 1 13, 13, 13' 1 r to* Iw (fop) 13* is" 13" 6 1 /." is (BOTTOM) 6 1/2- 5 1/2- 6 1/2- A 1 /2- 6 1/2- .201 (TOP) - - 6 1/4- 12 1/2' 1 1/4 2w (ovn.-) >5'-W 7 1�2' 3w MOTION) All (TOP) L-I 13' to' 4W (gonom). SEE TABLE #I FOR MAX A.S.O. DESIGN L04DS & MAJX. PANEL LENMHS MEN SPACER 0 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 TABS III A A.S.D. DESIGN LOAD MA)DIM PANEL LENGTH 40 PSF OR LESS r. -a. > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF V-10" 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffJAALE TO OR PANEL MATE PLUS ANCHORS & W/ " 1/2* O.C. INSTALLATION DETAILS FOR UEE SAFETY PANELn, INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-* TAPGON _POSTING POURED 1/4'0 TAPCDP(--_-_ ANCHOR IS 9* O'C' OR ANCHOR 0 9' O.0 IIETMED BLOCK CONCRETE BLOCK ip REQUIRED. REOUIRED. 4) 1/4- 1/4' MAX -1 1 . IIA - I Fas A I 'L, M PANft LENGTH (SEE EUEVATIOH ON SHEET 12) L/2 D)I EO. CONCRETE CONCRETE I REQUIRED. I It'a W 1/4-0 PANELMATE PM M40OR 6 12 1/2' D.C. 0 1111 SHITETS is AT 16 FOR ANCHOIS TYPE a SR'CAIG MR INSTAU.01011S INTO I= FFAME BUILDINGS. � ANCHOR SPACINGS AND IIINAKAI EDGE DISTANCE ARE INDICATED ON INS SOMEDULL MR Co. LOS THIN WAIGATSD ON SCHIDLILE 010111AX A40M SPAONC By MULTIMLYING 9WING SHOWNI ON SCHEDULE Ift, THE MIXING FACTOR& I= " OPEPATION TO BE POSSOLF RM= SPACM OBTAINED USING FACTOR WVU Nor BE LOS THAN ANNAN SPACING INalcklEa FDA EACH ANCHION IYPE ON THIS SCHEDULE. memo M vjcw vatiffilt I" I AMC." room 0.) 3 3 fc� 0.) 1 3 --- 31/2 1� AIIA 0.) � w 141. 6.3; 21/2, Tie, F I-SEPARATM a TO GLASS. 'L' MAX 6 PANEL LENGTH (SEE ELEVATION ON SHEET 12) EXISTING POURED 'D* CONCRETE OR CONCRETE ISLOCR REOLNREII. 1/4-0 PANELMATE F1,9 ANCHOR (BEYOND) 0 HAMEL WALL MOUNTINGS SCALE 3/5- 1' MAXIMUM A.S.D. DESIGN PRMURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE rog REGuLAR sTog PANEL (i) msTALLATIONs INTO coNcRETE & comcgm Rua mucTugu (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 6: 5) MAX, A.S.D. DM4N PRESSURE RATING (P-0.) MAXIWUM ANCHORS SPACING "A MIN E.D. PER SCHEDULE BELOW At wxwm PANEL LENGTH v MAX. A.S.O. DESIGN PRESSURE RATING (P.--o MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW AP =44AME To - THEM I PANEL TAPCON S"-SET FEMALE ID ZAMAC-NAILIN CALK-w FDMZ 10 TO 10 To To ameom Q-3H-" -1k -a -MW , OF - =01:1711 2k To - nk 'D FIT 10 ca"16, 10 to DIJAM To CAR .45. -45 OR LESS 13 13 13 13 13 13' 1 IW ir- 13, Ir 13 is, I (TOP) W-C OR LESS +45, -45 TO 65, -65 13, Ir Ir Ir is" 13, 13, 13' 13' 13" is' It 1/2' 1 C-) v-fr Olt LESS Ir Ir 13, 13, Ir 13. 1 13" ly 13' 13' Is' Is, 1 (SOTTOM) is* 13' Ir Ir 13, Ir 13, 13, 13" Ir ly 11 1/2' 1 (SIUMM) Ir IV is- Ir ly Is- is- is- Is- 13' Is. 13' 2 CTOI 13' 13' Ir Ir Ir '3' Ir ly 13, Ir 13' 13' 11 1/2' 2 [10P) 13" is* Y 13' Is- Is- Is- is- Is- Is- Is- Is- Ir 2 (BOTTOM) is, Ir 13, 13, Ir Ir ly Ir Ir Ir 1Y 13' 13' 13' Ir Ir Ir 1Y Is- Ir 3 (TOP) Ir Ir is, 13" 13' r Is- Is- Is- Is- Ir Is- 11 1/2' 3 (TOP) 7/2' 4 1/4' 6 1/4- 12 1/2-12 1/2' 6 1/4- 6 1/4' 3 (BOTTOM) - 2 '/2' 1/4' 6 1/4-12 1/2-12 1/2- 3 (BOTTOM) IF- 8- A- ir 5- Ir a . a a . a . 7 1/2' TaOP) a- a 1z 'a- a- I Ir 6 1/2-. o- 7 1/2- 11- S- Tjj5;) a' s. IF. -8. (BOTTOM! S. 4 W.- -(Toi)- L3' 13, W - -- Is- -------- I r Is. r 'r I r Is- Is- 1 r �r Is- Is- 5 (TOP) 13 T37 13, I 13, 13" Is. - -13� Is' 13" - 13' 1 - 3, is 11 1 P2 i- Ir Ir 13' 13' Is- Ir 5 (BOTTOM) Ir 13' 13" I 13' Ir Is- Is- 13' is' 13" 11 1/2' 5 (BOTTOM) - 13; 1- 3� ----11 1 r 3� Is- Is- Is- Is- Is- Is. 13' 6 (TOP) Ir 13, Ir 1 13, 13" 13, 1 r Is'- 13' lr- is' 11 1/2' 6 (TOP) _13: 6 1/4- --F 6 /IV 6 - - - - - - - - 5 1/4' -I- 1/4' . /_ 8 1/4- 5 f/4- 6 1/4- 6 1/4- 6 1/4- 6 t/4- 0 (BOTT.-) 13' 5. Is- 10 1/2- Ir r 13' 7- 7 1/2 5 1/2 Ir 4 1/2* 1 CITOP) w-8, 10 14'-4' 13, IF. ir ". Ir 8 1/2* Ir 6 1/2* 9 1/2* 16 1/2' 13, 5 112' 1 (TOP) >3*-S' to 9,-r I Ir 7- Is- is- I r 9 1/2 Is- 2 1/2 10 1/2 7 1/2 Is- S- I (BOTTOM) 13' 7 llr 13' Ir I r to* 13, to" 11' 8' 13' 6 1/2* 1 (�) ir '. 13" 10 1/2' 13' 7- 13' r 7 1/2 5 1/2 Is- 4 1/2' 2 (TOP) 13" 6' 13' 13' Ir 8 1/2" Ir 6 llr 9 1/2' 0 1/2' 13' 5 1/2* 2 (TOP) Ir 7- Is- IY Ir 0 1/2 13' 9 1/2 10 1/2 7 112 Is' 6 1/2' 2 (BOTTOM) Is' 7 1/2' 13" 1 13' Is` 10' Is- 10' It" S* Is- 6 1/2' 2 (BOTTOM) I r 7- 13' 13' 1 r -i- 1/2 37 _U - -i- 17i' TO 1/2 7 1/2 Is- 6 1/2' 3 CrOP) Is- 7-1/2- 11Y 13, -- - _!3:_ to- Is- to- If- 8- Is- 8 1/2- 3 (TOP) - 12 1/2- 6 1/4- 6 1/4'112 1/2'16 1/4' - - A 1/4- 6 TIC 3 (BOTTOM) - - 12 1/2-12 1/2' 6 1/4- 6 Ile 12 1/2w 12 1/2ft a Ile 8 1/4" 3 (BOTION) 3' o' 5 1/2' 3 1/2-04' 1. 4 1/2* 3' 6 1/2* 3' 4 (TOP) 7 1/2' 3' a- 5. - 7- 4- 11- 4- 4 1/2- 3 1/2' 6 1 /2- - s* - a'- - !� I -/v - 7 1/2' - 4 (WITTOM) a. - 6" - I r 5 1/2* - 1/2' 4 (BOTTOM) is 13' - Is- 9 1/2* 13' 9 1/2' 10 1/2- 7 1/2- 13' 8 1/2' 13' 13' !�- is' 'a. Ir -- TO- It- .' Is- is /2: 3 7 13' 1'. 13' 'r Y 9 1/2' . 'A 1Y - I 9 1/2' 10 1/2- 7 1/2- 13 13" a lIr Is. is. I r To. 13, To- it' a, 5F 14 1/2 1 3 5 13, �13 10 1 '2 is' 7' 11 1 7 7 1/2* 5 i/r 13" 14 1/216 (TOP) 13" It. 'r Ir 1 Ir 8 1/2' Ir 16 1/2'19 1/2' 6 1/2* Is* 15 1/2'16 CTOP) 1/1 1/.'T. l/. It 1/4' SU 94M 11 MR ANCHORS riff & SPACING FOR MISTALLATIONS II VOW FIMME MA� MINAMUNT ANDHOR AfflicsAIS AND MINIMUM EDGE OWANGE ARE INDCATED ON INS SCHIMME FOR ED, LESS THIN 8MATED ON SCHEDULE ISMICE ANCHOR SPACING By MIAMYND SPACHO SHOWN M SGI"ILE Of THE FOLLOWING FACTORS. FOR ?HIS 014OUTION TO BE POSSOLL REDUCED OBTAINED LISING FACTOR SHALT. NOT BE LESS 11" WHIMITIM SPAONG INDICATED FOR ECH ANDHOR TYPE ON THIS SCHEMXE I/ ve. 1/4-0 1/4-1 AND= TIPE D'I'MAT 11116-0117 � 010AI a '""Us"S ALMA ENANC�AUII GAUl`N Low" ANCHOR vocm OIL)- 3 3 3 2 Iff 1 /2 kwmwjmmu 3 r A 3 I/r 3 "MR, 01.04 3 1,/7 3 /r 4 AMIAL 00 ONININCE (EA) FACMIR -1 I/r T- - -- - - "Ir am r j /r IDA 1- 1-1.11 SPACINGS ONLY VALID WHEN IS USED. SEE TA&E #1 FOR MAX. A.S.D. DESIGN LOI & MAX. PANIEL-WwHEN SPACM " is USED. 3' %W, D.W(j). -'" 4�� 01 0 0 0 0 0 0 ------------ ------------ 2"JI A A.". DEM LIM 11110wa P44EL LENGTH 40 PV OR LESS V-S" * 40 PSF TO 50 PSF 6--2- * 50 PSF TO 60 PSF 5,-10" A MAX. PANEL LENGTHS ARE ONJ.Z VALJO FOR INSTALLATIONS W1 SOLJD SET ANCHORS & W/ " SPACER AT 12 1/2- O.C. I - ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 *16) - +'-IIA/1', R-2A/'3, R-SA/14. R-16/11 R-20/13. R-30/14, 3" MAX. R-IAW/15. R-2AW/15. R-SAW/16. + R-19W/15. R-20W/15. R-30011/16. I* 4!1141� 1/4-0-20.1- SS. BOLTS Wo (USE FOR PANEL LENGTH MAX. 0 - I PANEL LENGTH VER 7 -6 10 REGULAR STORM PANEL REGULAR STORM PANEL S'-S' 0 +40.0. -40.0 p.,f. (W/ a4wop AND PANEL LENGTH SOLT) -------- ---- -------- - -------- ------- --------------- - LIFE SAFETY �IORM PANEL 7'-S' IS +50.0. -54.0 p.J. (W/O OVERLAP LOD PANEL LIMM BOL10 USE 2*-W Wk. PANEL UENOTH AT ALL MOUNITINGS SS AT EZMCIV L/2 7 L��j� NOT C HES AT -STUO .. ...... 6. rON 0 LIFE SWIM =ZIELUBOTTOM CORNERS 0 D. M.. (1) - � - - I - -OVE"- or(�� *94 NUT AT OffERIOR WING NUT AT LEFT PANEL RIGHT PANEL 3: iur t INSTALLATIONS Y MAX I* MIN, R-W13, R-2A/113. R-SA/14. R-110/13. R-28/M R-30/14. I MON. SPEED UP TO II�O R-IAW/15, R-JAW/15, R-3AW/16. + R- I OW/15. R-28W/15. 111-3001/16. ANCHORS (SEE SECTIONS AT ALTERNATIVES ON SHEETS 13, 14. 15 *16) 1/4 Mo. GAP UEE SAFETY STORM PANELnj ELEVATION (t) SCALE 1/4*.1' REGULAR 2.667' REGULAR STORM PANEL (W Qq!� -1 vi� wxy) STORM PANEL `11 (�AO AAAs . ........... .. MAX. GAP> -------------- - -------------------- z LIFE SAFETY PANEL FLORIDA BUILDING CODE (Won High Velocity NUT cons A2020 III 24 GAGE GALVANIZED STEEL STORM PANEL EXTERIOR GLOBAL PROTECTION PRODUCTS, LLC. "/'a 11LIEC011M SECTION A -A z dwal S... 5, BMW - DWE FL. SCALE 1/4'-" -aw DAN PHONE M 20- INSTALLATION DETAILS INTO FOR UEE SAFETY WOOD STRUCTURES PANEL in WOOD HEADER WOOD IMAM HEADER -V1 WOOD HEADER OuvwD 1/4-0 TAPCON V,.; AW.- ANCHOR 0 9- OC OX D.C. 7. G, 14) -4) I �181 ",.be �j �e smoebm z: �e smock '1/4 f/2 1/4' MAX. Z-1- 11/4' !�W� /A- 2' Mi. MAIL 2: le MAJL- 2- W.. VAX. L it SaI.. IF IA MkX am RR I,sa. Lawn, IiIcIt r�n 'L* MAX. yok 6. PANEL LENGTH I 'L' Mau. B PANEL LENGTH A M PANEL LENGTH (SEE ELEVATION IT A PANEL LENGTH (SEE (SM ELEVATION ON SHEET 12) (SEE amnov ON SHEET 12) IT ON SHEET 12) ON SHEET 12) Ni.. rAPARATIO� TO GLASS. V .4 01 V2 A I' MITI. TO GLASS, 1-11 11- SEPARATION : TO CLAM L/2 I- MaT. 0--SEPARATION TO GLASS. T rF-19-71� A ED. yr ED, ED. 777 EO. M EQ� '/2 0 12 Tpot 1/2 4) PLATE 10.111 v /4'0 1- ox: , REQUIRED 44 "41APCO 2-.4- WOQPI IS or. STAGGERED W/ MO STAGGERED W/ STUD AT 9� OC PLATE AEOLFIRED AZ -.6 C- WOOD .4 WOOD LAT' L� REQUIRED REOURED HIM law PWW-PANFL WALL MOUNTINGS SCALE 3/0-l' 111111GUMLAR FPJANELS MU MOUMIGS SCALE 3/8-l' amm. FLORIDA BUILDING CODE (Mon Nigh Velocifty IN4u one Zone) Flo. 44167 ASCII ftl= AC. 24 CAM GALVANIZED STEEL STORM PANEL I,F DIMAIN all 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS [p.s.f) AND PANEL LENGTHS AS 11LIECO... GLOW MTECTM PRODUCTS. LLC. PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD STATE O�C45VI m se. 51 svqw MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEC -inc DWX. n. 33314 eP -7US. FAX; 20-175 DENSITY OF 0.55 OR EQLLAL .. i�� .1 nx Is 04,07 - It" .1 IPT!" COW711 1 M A. TILU? �.. 'tf. Lk, IT I assew Went 15 w is MAXIMUM A.S.0 - DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR EGULAR STORM EANELM INSTALLATIONS INTO CONCREN A CONCRETE BLOCK MUCTURES (VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX &SO. DESIGN U RATING MAXIMUM ANCHORS SPACING FOR WN F-0. PER SCHEDULE BELOW APPLICABLE A= 'L (it) MAX. A.S.D. RATING (P.-J) MAXIMUM ANCHORS SPACING MR IAN ED PER SCHEDULE BELOW OF THEM fL 10 to To To C=E onemo, CONCAM A commmmm OF THEM W, N Mot cusco" I amcm1wx cf� UAW Q�Owwwl >.65. -0 +75. -?5 is, it- Is- Is- Is- Is- Is- Is- Is- 12' 1 r to' I (10p) V-41, OR LESS �.75. -75 TO I r I V 13, 10 1/21 13' 16 1/2' W 5 1/2* _7 1/2' 3 llr Ir 14 1/2' 1 (W) W-W OR LESS is. it* Ir 13, ir Ir 13' 13, is' 12' 13' to' I (BOTTOM) Is- a /2- Is- Ir 13, 9. Ir '. to' 7 1/2- 13' 1 6' 1 (BOTTOM) 13' IT' Ir 13, 13, 13, 13, Ir 13, 12- is, to' 2 (TOP) 13. Ir ID 1/2- 3� 6 1/2- is- 6 1/2- 7 1/2- 3 I/r 13' 1 - 1/2* 2 (TOP) ly it' 'r is. Is. Is- Is- Is- Ir 2. '2' 13, 1. tr r Ir is, Ir 0 1/2' 13' 9 1/2' 10 1/2- 7 1/2- Ir 6 1/2' z MOTION) ly it* 1 13' 13' 13' Ir Is. Ir 13, 12' 12] 13" li: 3 (TOP) 13, 7' 13. Ir 13' 2 1/2* Ir 9 1/2* 10 1/2' 7 llr Ir 6' 3 (TOP) - - 12 1/2-12 1/2- 6 1/4- 6 1/4- 12 1/2-12 1/2' - - 6 1/4- 6 1/4- 3 (BOTTOM) - - 12 1/2- 12 112- 6 7/4' 1 1/1' 12 1/2*.l 1/4' - - 4 1/4' 6 1/4- 3 (001`11216) B. S. Ir a. a 112* 71 51 o' 4 1/2- 4 (W) 7- r o- 5 1/2- 7- 3 1/2- o- --lio- 4- 4 1/2' -- r 6 or, 8, -- - '. - 4 (BOTTOM) 07 07 6 1/2* - - -- 5 1/2- - r - 4 (BOTTOM) Ir It- Is- Is- Is- Is- Is- Is- IY 1 2-- 12- Ir TO- 5 VOP) Ir 41 1/2' Is-- Ir 9. Ir to' 7 1/2' 13' 6* 5 (TOP) Is- it' Ir Ir 13' 13' Ir- v 12' Is- to- 3 MOTION) I r 1. Ir 13, Ir 9 1/2' 13' 9 1/2' 10 1/2" 7 1/2' Ir 61 5 (BOTTOM) Ir it" Ir 13 Ir Is- Is- 13' 12* I. 13' 10* 6 MP) 'r V 40 1 1 1/2" 7 /2' SlIr Ir 4 1/2* 0 (TOP) jl-/4' TI/4- 1 1/4- 6 1/4- It 1/4*, 6 t/4' 4 (BOTT.-). 1 A- 6 1/4- 6 1/4- 4 1/4- 16 1/4- 6 1/4'. 6 (WIT If 7 IIV Is- is- Ir 10` Is- IV Il- a' is'- 6 llr I "OP) �5--w 70 W-o" 'r 5' Ir to 1/2* Ir 6 1/2' Ir 6 1/2' 7 IIV 5 1/2' 13' 4 1/2' 1 (TOP) 5. -r To r-5. ls" 7 1/2- Is- Is- Is- 10 1/2- Is- �O 1/2'il 1/2' S' 13' 7- 1 (BOTTOM) 13 6 1/2 13 13' 13 1 _L3 _ 9 10 1 1/2' Ir !a I (BOTTOM) 13' 7 1/2'1 13' is* 13, to' Is. to' it" 0. 13' 6 1/2* 2 (TOP) F:(W-TTOM) Ir 5. Ir 10 1/2" Ir 6 1/2* is- 0 1/2' 7 1/2' 5 1/2" ir 4 1/2' 2 (TOP) Ir 7 llr Is- 1 13' L31_ !Lj�K I r 10 1/2-11 1/2- 1!' is' 7- 2 13" 7- 13, Ir 'r 9 7/2' is' 9 1/2' 10 1/2" 7 1/2' 13' 6 1/2' 2 (BOTTOM) 13" 1 llr 13' 1 13' Is- 10 1/2' Is- to t/2'11 1/2' 8- Is- r 3 ) Ir 71 13" Ir Ir 9 1 /2' 1 Y 9 1/2 10 1/2 7 1/2 13 3 (top) 12 1/2-12 1/2' 0 I11V 6 1/4- 12 1/2- 6 1/-- - - 5 1/4' 6 1/4- s '. ON) 3 (WHOM) 12 1/2 11 1/2 1 1/4 6 1/1 12 1/2 1 1/4 1 1/4 1 1/4 ON 1 (907 ) 1 1/2" 3 llr BI 9* e IS* 4 1/2' 5' 3 1/2- 7- Y 4 (TOP) 7' 3' r 5 1/2* 7' 3 1/2* r 4. 4 t/2' 3' 6 1/2' 2 1/2' -i- (TOP) Ir .LI/2� r a- -- 6- $- 4 a' - 6 'Ir - a' - w - 5 /2'j - r - 4 (BOTTOW) Ir llr 13' 1Y 13' 130 - 10 1/2-11 1/2- Ir 5 [TOP) Ir 6 1/2- 13" 13& Ir to Is- V 10' 7 1/2", 13" 6, 5 (TOP) 13' 7 1/2" is* 13" Is" 10 1/2' 13' 10 1/2$1 I 1/21 37 r Ir 7' 13' 13' Is' 0 1/2' is* 9 1/2* 0 /2�! 'I " 5 (BOTTOM) 13' 7 1/2' is' Is. L3 0 1/ 2' 13' 1 r �,/, Is, . 13' is* 6 1/2' is' 15 1/2- _ 7 11/2 :12 , 7 -z 2 4 1/2* 6 (TOP) 6 1/4- 6 il4'16 /4'�Il 1/4 1 . - - if IF 0 1/4 - 6 1/4- 6 '/.-, - I - I is /4- 6 (9011 SEE SHEET 11 FOR ANCHOR$ TYPE A SPACING " INSTALIATONS TWO WOW FRW A 1101MAIN ANCIM M%CINDS AND � EDGE DWAACE NINE INDICATED ft INIS SCHUXAL MR E.D. LESS THIN fWrA?M ON SCHOKAL REDUCE ANWOR SF -Ow In AKATftylHG IMAGING SHOWH OH so*ztu or THE Fatiowsic rAcroms. FoR INS WMTIDk 10 K POSSIBLE INDUCED Spoc" ONTAXIM USING FACTOR Sfti� NOT BE LESS THAN MINIMUM OWNS MADCARXI NO EACH NICHOR TYK ON THAI SCHEDIAE ANCHOR TYPE "UP-N, HANSON ANCHOR SPACING (bu) 3 3 3 2 112' 2 1/2 ks,MWPN OU ONCRIM 00 3 1 s r 3 3 'Ir 3 INSTANCE "1 3 1 I1r 31/.- 31/2 3 T/r ACRIN. MINE Down [E.O.) FACTOR 1317 2 1/2' AND d 1 "co Ilia- 'as SPACINGS ONILY VALM) P 5 IS USED. SEE #1 FOR =S= DESIGN LOAM & MAX. WHEN SPACER IS USED. 1/4-0 TAPCON _ , ANCHOR 0 9' D.C. _ _ L1410 CONCRETE BLOCK J MAX TABLE &I A X".& D. LOAD MA)MM PANEL LENIGTH 40 PSF OR LESS 6--g- > 40 PSF TO 50 PSF 6*-2* > 50 PSF TO 60 PSF 5*-10" A MAX. PANEL LENGTHS ARE ON3,Y VAUD FOR INSTALLATIONS W/ SOLJO SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. FLORIDA BUILDING CODE (Won 16oh Vel"Itv Hu"Icane INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TA"_---- =NG POURED RETE OR 1/4-0 TAPCON =70.ur 1/4-0 TAPCON ANCHOR 0 9 D.C. CONCRETE BLOCK ANCHOR IS 9* OC CONCRETE BLOCK REOUNIIED� ANCHOR 0 9" C. 0 CONCRETE BLOCK REQUIRED. 4) 4) I" . : I 1/4- MAX. I- Man. 1--SEPARITION E. To WW. a W FOR PING. a v MAP, a RANEL LENGTH A' 11 6- PANEL LENGTH (SEE ELEVATION 0 1 (SEE ELEVATION W-SEPARATION ON SHEET 12) 1 1 ON SHEET 12) A T 0 1 TO GLASS. 9 T L�/2 EDA 3/4' 1/4'0 TAPCON -.1/41* TAPCON ANCHOR 0 9* ox ANCHOR 0 9' D.C. EXIS717110D POURED CONCRETE OR EXlSTIA?G POURED CONCRETE OR CONCRETE BLOCK REOUIREO� -tONCRETE BLOCK REQUIRED. 0 U%%%"ANEL WALL MOUNTINGS SCALE 3/8-l' SEE SHIM 15 AT 16 MR ANCHORS XXHDR TM TME At SPACING MR INSTALUITIONIS AVID IANXIN WOW ITIMME BUILDINGS. MMeN ANCHISIA SPACINGS AND M� wwwwa MD" sAw" C.) *-now M-0-1 3 OGE W114E Ift. =WXTED SCHEDULE, FDA ON SCHID)ULE REDUCE AICHOR SPACING By SCHEDULE BY THE FOLLOWNG FACTORS, AvRft M IBM= $a) FAIDIRIN MR THIS OPEJMTION TO As POSSIBLE AfDU= SPICING OBTAINED USING FACTOR S� NOT BE LESS THIN Nesswus, W*CFNG WWATED FDA MIT ANCHOR TYPE ON THIS SCHEDULE. am 1 1 3 1/2. 1/4- 1/4- T WAX- Is ED E.D.- wo, WWII Q) A To GLASS. AL It NK PS, PA'a It uacou Deal v-c 11 11 A 1 %, MAIL PANEL LENGTH 'L' MAX 6' PANEL LENGTH (SEE ELEVATION (SEE ELEVATION ON SHEET 12) ON SHEET 12) TO CLASS. H L/2 -(3 6. E.D.4 E.D.0 ED ED I ED, TAPGON 1/4'0 TAPCON -1/4's ANCHOR 0 9' D.C. ANCHOR 0 V OC, EXISTING POURED CONCRETE OR IDMNG POURED CONCRETE OR -CONCRETE BLOCK wou"co. 3=ON a-2A 0 REGULAR PANELS 0 --fONCRETE BLOCK REQUIRED I B-28 M PANEL WALL MOUNTINGS IHOW".- WALE 3/a-l' FLORIDA BUILDING CODE INSTALLATION DETAILS FOR UEE SAFETY PANEL(I INTO WOOD STRUCTURES 'ITT, WOOD HEADER WOOD HEADER �.IA:17 O.C� O.C. f 4) 4) Q MosIk 's smock t-, - 1/4- 2- t A MAX. I INEL LENGTH 4 It PANEL LENGTH (SEE ELEVATION 4 1 (SEE ELEVATION ON $MEET 12) ON SHEET 12) V4- 11---WAPATION IF 0 GLASS. L/2 a AT.ww EO. EQ. I ED I EQ. -A 2'.4* WOOD 2*.4* PLATE P 7, REOUIRED FALATE 4'0 111:1�711,1 EQUIRED TE /4*. P- US IS /p ox JAW HEWN ANELS fflLjMSWfA%N- TlLjlo� WALL MOUNTINGS SCALE 3/8-1- "167 FLORIDA BLIMIDING CODE (Man Mgh Velocity Nu cwAT Zone) NOTES: F� STATE OF 24 GAGE GALVANIZED STEEL SYM PANEL a- a 1 . INSTALLATION ARE ONLY VAUD FOR MAX. XS.D. -�o DESIGN PRIES URE RATINGS (P.8-1) AND PANEL V , " 'LOR LENGTHS AS PER ELEVATION ON SHEET 12. GLOBAL PROTECTION PRODUCTS. LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ruwrr fiffiNo a COMPANY 31 ATIMET MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC -04�.IjE -. GAME rL 33314 20-175 =!%r" -ow- (W)AW-760. F� (W-Kow-rTS, � DENSITY OF 0.55 OR EOUAL O',00CIr"ll n.! 1 - 1 M- - 1 `AALIER . "I .� 'Lanai UA, p IV V) -0 Cu > 0 Q) r- CL CL 0 0 CM cu Cu Cu M 0 0 CU > CD - Cn -0 a) cn E u; -6.0 gLu 2 2 0L #`� C/) U C�-j C, I r '�� M-2 e C14 N >< C, -C u 15, > C) G) C: Lo 0 C) E E.) > CU L- ;5 d: 2 Lu (D C/) =3 0 0 0 CL M w z SHEET NO. SH 1.4_ -- I -L [ I I -- - - - --- - - I I 11 I 11 � . I I I I I I -- I I - -- I---- - -- -- - -- - - --- - - - - I- - - - � - I- +EZ11/18, EZ I W/1 8 ANCHORS - � --- ------ -- - (SEE SECTION EZI & ALTERNATIVE EZIW ON SHEET Is) ----- - ----- - -,: MORI . -3, W. - I mi.. 1, M,N : :-*(SEE NOTE 2) 011I J 90 (NSOETEE 2) I 1 #I- - I - " - -- is . - - _3/, O-, �UXPNUIU LA PAMELQ G,ipiw �:� . .-r- I . . F-1 f-I ------`� , I - --- - I , , POP RIVET I S, AN TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE : -I- - - -I NOVID. EAR RANDLE, TO FACILITATE INSTALLATION IF INTENDED -- n I . - 0 -1 0 0 , 1/2' 0 - - Fhii �M?1 -T I 4717 r 'IT �-� 0i P, T P"W'1111 I . I . -?I 11 0 BE 0444-11�D FROM INS DE OF STRUCTURE - - I I '. , �71 I I, i I , I 1 � 1 I I �� I 1 T ! I i i I � ; # I � : j I : I I � � ! ii i I I I i I I 1 I i I ; � : ! I 1 1 11 I I I � AT 2 PER . I I I i I I I i I I I I I I � : I I I I 1 � I 1 PNEESEL . I i I I I - . I � � � � I J I - I - I I - I -- - . I I - i I (TYP � .. - I 1 1 11- ,� '- I - " 1 i I .- . , . so% I I I- -1 -1 - - -1 � - I ; - - I I I OF 't' (1) �JM V T - T -- - - -- - I - I- I r I T I OEF a j!�F 2000: E-Z ItANG STORM PANEL SYSTEY ` I , I , I LAX CON 1 C.M. TRACKS TOP & BOTTOM I F-- i ,-,- "I 1,L) I I � (INTERIOR PANEL) I (INTERIOR PANEL) ' � (INTERIOR P EL) 1 ("I L ) I! (END PAN . i � 1 D PANE � I � I I � . SfE NOTES 2. 3. 4 ! I I I 1 � ; : i I I SEE NOTES 2� 3. 4 (2) END PANELS SH WTSBE 'CONN CT.FD TO BOTTOM TRACK , , ! � I I ; ; : � V-0, STALL E . I I 1 : 0 1 ..i.. LL. OTHERWISE A Or, HALL BE PROVIDED AT TOP OF SUCH I 1 I : - I I I I i i , ; , (I ra ; I - 1 .7_40. OL LENGTH PANELS. H I I , , , I . I I I I i � I � � 1 1 I �AN MA" I i - Ar I � i I - 'I ) I I 1 - * I � � � 0 ./ 400 ,.I (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION iv . I I . I I , I � . : , i 1 1 1 . . , , '�l . 11 , t I SHALL CONSIST Or 1/4'V-2OX3/4' MIS. W/ 7/8'6,3/32' WING H'� 1 � I I J ii, !� ; � I _ - , I ,1 . � I i . NUT OR 1/4"0.3/4" MIN. THUMBSCREW INTO TAPPED BOTTOM 1 1 1 . I I I .1 i I , I I I I -D P I /"-1011, I 1 � i I � r!01LT`ECLIS.W/. 11 I � � I I ; OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO I I I ! I 1 1 � I � t - I I I I i I I I I I I I I I I 1 � I I (SEE SM, 'DNS AS APP ECABLE:` EXTERIOR FLAT FLANGES OF END PANEL. . I � I I I . � � I . L I : � I 1 i I i I I t 1 I 1 50% i 1 I � I 1 I' 1 I :, I ! ! I I I - . 1 -I ! I . I 11 1 i -� I I - 1 � .- i I L . I - - � � . I -� - . I . Or 'L" III) IN CASE THAT ENE) PANELS ARE NOT CONNECTED TO BOTTOM . � i , I I 11 ,I i I I - , , , i -, - , I 1 '4 1 T I ` I I W` TRACK (i.e A STOP BAR IS ONLY USED AY. TOO) AT LEAST TWO I ; I Ai 1 i �, I 1 - � I I i I I I I ! . I � I - I PANELS SHALL BE CONNECTED TO BOT70M TRACK USING SPEC`5 I - I --I --+-- +-+ t-.t--, -T INDICATED ON NOTE (3) ABOVE IN SUCH. CASE, CONNECTION OF I i I !J ++--k-i- -r- -1-T:T� , I T i� � 1 J1 I I --I-A, , , -i J- J- -LLLIIJ-Li"L'L-1-1�� L] J'111 -I-J- .. L I -J-J-1 Li 1 -J -J- L JL A 1�11 --- , - I I PANELS TO BOTTOM TRACK MAY OCCUR A7 ANY PANEL LOCATION I --�- . IIF , . . - . .1 . . . . . I ' - " -. '- SEE "' ' - - - I. --F - I' Mai, SEE , -SEE I* MIN t INSTALLATIONS ONLY TE � ,J)PI,010 ANCHORS NOTE 3 SPEED UP TO 170 NI I - _ .- - --- (SEE SECTION EZI A, ALTERNATIVE EZIW ON SHEET Is) - - - EZ1/18, EZIW/18 TYPIC L El kTION-FOR SERIES 2000 E-Z HANG STORM PANELd)SYSTEM (t) I SCALE: 3/32'=I" , . , .1 11 � , 2 OVERLAP 1/1' W.. CAP 11 �." I ,,, .!;B7'(MUN , I - *S� -WI 7 �//�� � ��, �, I ��/ ' I Ni�--/ " K ,1/ \\-/ \77 777 7 \ 7`77 \ 7-7 7 \ 7 9 ��,, �, 1/,., �, , 1�� . . I-'�, , 1) SECTION A -A 'I .... 111111111 SCALE 3/32--l- P,-..lQ ... ... . . . .. .. .. . . . . . . . . . . - . FLORIDA BUILDING CODE (Mon High Velocity NUT Cons Zone) E . . . . . --- - S ' . . .. Z =,,,, TY.n.. - 11 Z - ' - 24 GAGE CALVANUED STEEL STORM PANEL OR`iRN BY . o.44167 .. -- = = , - -TIES I'-- - - r - * � .. irr/r,/Irxia = A , , --- GLOBAL PROTECTION PRODUCTS, LLC. .`T S .. SIATE 01`!H�7-1-ftry C5. MEZZ,�. 1, - I- 11 5"NUCT . . 0 -ic-I - .. - R - - - - . .I. MIRFE. OL III'- .. ,i"t0RvD`j,.#,1A4 20-175 PERI C _"-'Ilk - C-AMI . : ........ ;iII& "10 1 - 'W", 1=.rI- -;- ONIFFINC . "Y,,+iU1lhL0W0SX-,URE,W,t ' '-n".�E`,L El: --�.A� - . "'.....'", ,= - . ; i 1". '! i wer I, or 's I I . ot ENGINEERING ENGINIEERING EXPRIESEI a PRODUCT EVALUATION RE:PORT September 15,2020 Appication Number: 17859.1 - R2 EX Project Number 20-31543 Product Manufacturer: All American Shutters and Glass Manufacturer Address: 1540 Donna Rood West Palm Beach. FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: 'Flus Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Budding Cornmisksion) Rule Chapter 6143120-1005 , FAC., for statewide acceptance per Method I (I The product noted above has been tested andlor evaluated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and Is. for the purpose intended, at least equivalard to that required by the Code Re�vskotion of this product shall be required following pertinent Florida Budding Code modifications or revisions. Substantiating Data: . PRODUCT EVALUAMON DOCUMENTS EX drawing #20-31543 NEW ^24ga Galvanized Steel Storm Panels (HVHZ & NonHVIII sheets 1-5. prapared by Engineering Express. signed & sealed by Frank Bennardo, P.E. is an integral part of this Evaluation Report- . TEST REPORTS Uniform stable structural performance has been tested in accordance with TAS 202 test standards per test report(s) *BT-ASG-1 7-001 by Blackwater Testing. Inc. Larg: meals irripact resistance and cycle loading performance has been testerd in accordance with TAS 201 rid TAS 203 test standards per test report(s) OBT-ASG-17-001 by Blackwatef Testing, Inc. * STRUCTURAL ENGINEERING CALCULAT12M Structural engineering calculations have been prepared which evaluate the product based On comparative arKUor rational anxitysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA , 0 E NGINEERINGExpRess.com ENG1 HE IF R INGEXPRESS.COM I �,� � - - - , . ,,I- e.1.1.1 /�:".!, I-. , I I Y', I ` - I - -�iIIm,, ``X'1 I 1�'.41.rlli - "I I L,F-2 MI- �11: 11 - a 7 , I ;,, L, � 17 11�1 , �' --I !, D I � �Ili :L. -;,,sF. , , -7 T �- � --,�� I'll, �,� I � EB 11 -------. ---- M-101 I "Ri4n W" 'I I-1.1-1. 1,� - .- -11, 4" T -I I ,�, .11--11 " 11 i,,:'j 'O - ... LL A-R-BUILDOUT NouRi5iZZM03I - : - 7� - 'F. -, - ,-, , ,, r HIIIIIIIIII-Ii.I.I.I.- -� = I-; - 1-1- �- H.L 13 :.: -,I .. 1� - 11-1 �, -1-1 41111 � 0"It" % I 11-:11., . FA0HEq;%T1=4I1 - ,,, , .1 . 2.1-11.11 u!,�1�,;.NL� In I I I - - :zI I. I �` � -%` X,IT1:, - "' 11 I --- 'T 1.111, 1. t6g; -/ I �,,,.I-�,,-;��. )iii ,.-C- 4 ik � "' I, -: I"-- - 1, F, 111 �,� � .,�, I �L 11P., - - I - 17 k F, , X C�u� � 71J�Ij�. - I � � -, :' �'- - 14*44* - X�d�� I .1 11,11.1-1-1-1111 1.-,.-�, " -14 - 1- � ` J4L 111 1.1- 11 ,-,-�-�".�/�,,-:,�,)�,."�:,,�. - 1�11 atENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used In the design of this product. Separation from glazing is not required for installations outside of Wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test r0porl(s), and is accounted for in the engineering design of this Product. Wind Load Resistance This product has been designed to resist wind kraft as indicated in the span schadule(s) on the respective Product Evaluation Document Q.e engineering drawing). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (i.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 (i.e. engineering drawing). Limitations 9 Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document O.e. erflineering drawi as noted herein. All Supporting host structures shall be designed to remet all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure Conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-spe,cific basis by a registered professional engineer. All components which :re -ently installed shall be Protected against corrosion. contamination, and other such damage at 11 times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHI Respectfully. ,. I - ,� ,.": , I " .�r - , , - -!--`-!�--- .11��:---��, - , , - ,�:*Aqk- " . I � ,I.,�, , Frank Bennardo. PE ENGINEERING ExPRI #PE0046549 I Cent Auth 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA , CIENGiNtertiNGExpRess.com ENGINEERINGEXPRESS.COM IIIIM=1111- t .I - CAN,.- -1 mll,--11-1�;11�1.111- I-- .� I T., - i'll',"" "' - 1m1 ;- 1�-Ij 1��,.'� 1 1-1 11 I V, . TF, i""11111111 I'll, -11I.I.."i1`1 , 4'?, - � - � - .. Z-, �11 VII�L, " = . I c-P, `-F nIF - I - �IF. - I "-- " e" . . III-1.7 "I" - ;,� I , /. 'T, `�- rc., 1,-`,�, I . . : . ; .1 . -� N ��, I I . 1. �� 117p- .��11^! !- . I . I ,, .. T .11 - i . :'. / -I'., �, ru� 11 - 11 J F, 9 . � -.: I .1 I—.- I . I 1. � . - - I.I...- se-i . Ae ;�L �. - Li !. I LE - ; I - I I ttul I 2 , il� - J "a ,,, .1� I . -xi I . 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I'll 1;ix - �, - I , 1. , - i!/1' -,- - -I 07 ��11 , I" 11 1/2. I - - � ,-Vm�T 1 1 , � � I - � I � - (�) � , I t - 'T � 1/4-0 TAPCON ANCHOR ,� %e � I I I 0 12" OC, ... I 1/4-0 TAPCON ' 11 AN 0 12, D.C.. ,�, "ISTING -11 CHOP j, CONCERE'EFOARE . , I---- , 1 , I ,r! 2'.4' WOOD - - OWE -1 . CONCRETE BLOCK I J - � , � i .- �Ll. - REOUIRED REQUIRED WALL MOUNTING � WALL MOUNTING SECTION EZ I SCALE 3/8=1- ALTERNATIVE EZ1W SCALE 3/8-1- 00 . ..... I -Mr, N. TQI/)��, No �� ........... - ,/ % .. , ... -EN,Sj* -.'? I% \\1 FLORIDA BUILDING CODE High Velocity Huricon* Zons)l N= * MIN. PANEL LENGTH . FOR SHALL BE 2 -6' I I Z . % . IT " -Tlr-*"' - a.441 -, Z - 411 . * - : i*k '. PECIO IXJEW. - (Non 24 GAGE GALVANIZED STII STORM PANEL 11, DIWRX , I I � INSTALLATION ARE ONLY VALID MAX. A.S.D. DESIGN PRESSURE RATING +/- 40.0 ps.f. AND 6*-O' MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WEROO 1 * - - . TE O� , % -:�,%. rSTATE 0 ,-�:-4a,dfiEJ--,:z-- III. � a , . - " Dv� ", Fi."" . - �11e-1 61 -�-, - / I I L I E C 0 I TESTING & EMPHE ai," � GLOM PROTECTION PRODUCTS, LLC. - .., 11 ITNEIT _7�;7 ] FIN 2, W1 SPECIFIC MEMBERS TO BE SONEITHE PINE No I 0 I 0 N 4� t1171 ." 'JI-4 - I ,� " OWE. rL I", 4 - PeRI-AR, )M-�. P. (*54)MM7 �200-1]75 DENSITY OF 0-55 DR EQUAL. 111011411411MR411SKINIQUI '-"" _ _ I I -- - . I IC - a-, -," FLCRRRI ; 1 - - " I I I . I I �� . Is Or IS FLUX: SENNARM 1E -1 , "IIII. Ck. I., � 4k, rl- - . ; - 11 .11. 1, ,;, , ,,,, - Nitt '19N. �Ly I - , ALL AMERICAN SHUTFERS AND GLAS MAXIMUM ALLOWABLE _.-,,;,,n..- 7 - -�:- T , ,_ F !"..11 11 I ), A� "� - . � �- Dr. 0. , . -,�r - 1 Oft, ,�,,� S DESIGN PRESSURES: `�'J;' .. �` : I - - 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ) � �'. y 16:�LSII- , - ,,,, " - ;�) FAS NOTED IN DESIGN I DESIGN NOTES: I SCHEDULES F I , L ; .0 'i 1 1 Z Tl ,� . WIDTH INLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED --- W. . - T - 0 -(P U FOR USE WITH THIS SYS EM SHALL BE DETERMINED PEP. I SEPARATE ENGINEERING IN ACCORDANCE WITH THE U ERP. TO PANEL SPAN) ,-- I i 6 1; � I I GOVERNING ODDE. PRESSURE RE IREMENTSAS I I . � VYI�U TOP MOUNT (CONN- DETERMNE INAC RDANCE H ASCE 7 AND CHAPTER i im E DA allILDING CODE SHALL BE LESS THAN .. � OR , Del, SEMTYP. I F DNS *1 BIDS OFITHD LORICO , TIRE AS REO-D) . , PR TO THE POSITIVE OIL NIEGATIVE DESIGN � P I - E2VAL ; I r OFFECE" 1�'-20 STITCH URE CAPAcrTy VALUES LISTED MIN FOR ANY � I I - 1. ,/-BOLT$ ITHWASHMO ASSEMBLY AS SHOWN. �,-- � r WINGNWUrS FASTENED 0 , p i � T- . �1,119 / OVERLAPS @ MIDSPAN (USE GENERAL NOTES: *AJ; j: IL. V -� :1 - � , ` APPROPRIATE SPAN TABLE) , 0 ae . A 2 I T ,� / 1. THI SPECIFICATION HAS BEEN DESIGNED AND SHALL BE I g 2 FABRICATED IN I I. - � ACCORDANCE WITH THE RE LDING CODE . 0 SEVENTH 71 N USEINSIDEMOO-OEOFTIIENVI-12, PER a Cc 'a FgUIREMENTS OFTHE FLORIDASUI - i . .. .... PLAN VIEW TA 201, EDT AOD MaMTE)ST PROTOCOLS. CONTRACTOR SHALL INVES71GATE - M � � --- -----V 202 .2 -, - - , - AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY I i.�S F l, I APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY RII LA I. ,.� IN - '. ADDrTIONAL SITE -SPECIFIC SEALED ENGINEERING. -1 . RO ESE," 2 140 33-1.13% INCREASE IN ALLOWABLE STRESS HAS REE44 LISED IN THE .. � � . ,�. . - - DE IGN OF THIS SYSTEM. � - 1 ria THEARCHITE TIENGINEER OF RECORD FORTHE PROJECT 0 " SU ASTRUCTURI! Wr7H WHICH THM DESIGN IS USED SHALL BE RESPONSIBLE Fl .1 \ FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH . " -- � �11` I. I", I_ J- -/I i, 4 SKA BE COORDINATED BY THE PERMITTING CONTRACTOR, 0 I I I � .2 4� SEPARATE SSPECIFTC�SIAUEO ENGINEERING 511� MAE&TRM IN I � � � � ORDER TO DMATE FROM LOA DEFLECTION SPANS CO"! ADI I I 6OTTO0 MOUNT N . 0 A � I P�Av, I H REIN. CONTACT THIS ENGINEh FOR ALTERNWE SPAM CALCULATIONS AS " - ICONN TYPE AS " � HAY ENE ReQUIRIc 1� 4 REQTD) \% I 5 THE SYSFI D�A LED HEREIN 15 GENERIC AND DOM NOT PROVIDE Q 1 2 ,N t I INFORMATION MR A SPECIFIC SM. MR SITE MNDMONS OVIFEFENT FROM UJ ; , I I I '� / C """ THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED . 1 MAYBEATTO --_-, ARC ETECT SHALL PREPARE STTE SPECIFIC DOCUMENTS FOR USE IN C NUL)MC11.111MI11H.-MENT � 2 16 11 .I a BOTTOM DESIGN PRESSURES NOTED HEREIN ARE BASED 0 N MAXIM UM TESTED 5 lt --,\ TYPIC ', IAIILILII-,DITI�IIIIMIIIBYAI.Iy�tAFMIAIT�l. T �:r , 1, - = 9 , _ �r r I AL VERTICAL MOUNT ELEVATION PRES PAS N B TI . OR GIVIATIRSAEGRADE 3 UNLESSNOreb L6 � Q,F/ NT� ELEVATION OTH RIVISE, FASTENERS SHALL BE C DMIUM4LATED OR OTHERWISE . Z a ;,� !g 1, E i CDR ION .RESI5TAXT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS Z FOR ALUMINUM STRUCTURES' SEMON 3.3 BY THE ALUMINUM ASSOCIATION, 41 INC,,&ANYAPPLICAIILE FEDERAI, STATF,AND/OA LOCALCODES. U , I ll - 4 I 0 � TOP MOUPIT Unax 9, AU-S-PORM PANELS SHALL SO 24GA STEEL, PF04' -1 (CON ' -- (SPAN A STEEMRMPA ELS 511N.1- CONFORM TO ASIM M53 5711-URALCUALETY R 1 . AS R17QI'I') \ BWE lo� ,. GOO GALVANIZED COATING WITH I MINIMUM III KSI. UJ � TRUCTION) UMUEAU. UMINUM EXIAUSIO NS $HALLS E 6063-T6 ALU MIN UM ALLOY, 7- � , I " SS OTEDO�ERVI < , 11. TOP & BOTTOM DETAIRLS SHOWN My BE INTERC HANGED AS HI . CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR - I - HOIUZONTAL4YA5APPL ABLE. ZI - - �J NT I CONCRETE ANOICHIS, NOTED HEREIN SHALLSE EMBEDDED TO < I , - NON-MCKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER g -vp � 11 7," MANUFACTURERS RECOMMENDATIONS. M. I - T ? 13. THE CONTRACTOK IS RESPONSIBLE TO INSULATE OR PROTECTALL 11 � 11 00 � . � MG C 11?1-=T�T -7 � MEMBERS FRO DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6 -OBSTRUCTION 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIDGIN AS i � -0 - - (LOCATION MAY VARY) SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR. et Bi'P_ - !� INDEMNIFIES & SAVES HARMUE!SI THIS MGINEM MR AI COST& DAHAGJ!S U121 �i W i - I � . g � :UDING LEGALFEES &APPELLATE FEES RESULTING FROM MATERIAL. . FABRICATION, SYSTEM ERECTION, &CONSTRUCTION PRACTICES BEYOND THAT - Ib � ;-� � VVHECH 15 CALLM MR BY LOCAL, STATE, & MDERAL CODES & PROM IRI , - . DMATIONS OF THIS FUIIN I - IS EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDIMONAL If CERTIFICATIONS OR AFFIRMATIONS ARE NTENDED, -1. � H11 I N Is ALTIII IiAIDDIMNS DROTMERMARKINGSTO'PHISDOCUMENT 1.0 Ill - ARENOTITEMIM ANomYALioA�THiscERYTErcPncN. I . PANELS SHALL BE PERMANENTLY LABELED A MINIMUM P ff ., LrHax "Ek VERY30FEETCONTRININGTHS ECILLOINTWITHICHNiUrTICR F(I)LABEL .1 TYPE AS REQ'D) ( PAN BELOW I r ALL AMERICAN SHUTTERS AND GLASS F-IN � IN I i I � OBSTRUCTION) WES PALM BEACH, FL I 1 1. pig III il I � PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL YI�-20 STITCH � TAS T201, 7A5 2OZ OL TAB 203 PROVI DED THAT CONNECTI AND �,,'�"TS .... WASHERED �,��, FLORIDA PRODUCT APPROVAL NUMBER --// GGYMONTIRNWEERNMUCRE 'I ANCHORS ARE USED 'FSE, INS NUTS FASTENED Er - � SPANS ABOVE S, BELO' MLAPS 0 MIDSPAN (USE � - PROPRIATE SPAN TABLE) VISIT ECALC.1013IN3 0 1 0 ffig;m? - FCF-I DCAAT�','�3 --- � VERTICAL MOUNT ELEVATION ,., -111. ,',,.,I,, .1-.1.1 ff . - kil ra - /`I2 (NOTCHED PANELS) " .."i"i"'iWRE a . % \�J� N.T.S ELEVATION FD1A%-.,RPI -- I - � � � . , I .14 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION I ADM GLASS! IHVHZ, WIND ZONE 4 & ESSENTIAL FACIOTIES) I I � MAXIMUM � I DESIGN ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER , I PRESSURE SPANit..,; THAN30'ABOVEGIUDE THAN 30'AROVEGRAOI ' I : (PSF) � -J 30 � - - -- 13001. .- - - - - -- 6 OI � 2 IS I� --- -- - - 130 D 19 - - - -- - -lm,n - - -- -- -- -,-. 2 16:� I �./.35 .IAO � 130D.. 6,06.. 2 16 - - /Is, - - no�o 6 06:n I Ili, I -/50 � 130V:"� 606 N � IfiLH � � ./ " . 106,6,N SCSI,, . I .� Eib . -�i, -- 8 1--A-.-----.I,- I.---- 616B,- - - -- _23SIN I - - -- 2 53,II -- - �- �Jfis 59.9,N 611H, - ___ ___ 2.72,n I - - I- _./ 70 . .---.--- 36.41. - .-- - ---- 612,r- - - � -- 2 90 IN . __ _- --.-- - - � I :IPAN 5UI1tL)ULt NU I tt): 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 8, PANEL FASTENER SPACING TO DETERP41NE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOAD 5 LESS THAN OR EQUAL TO NEGATIVE DESI . . L U COWNI NOTION WITH ALL MOUNTING EXTRUSIONS ("rJRACK. STUDDED ANGLE, ETC.) USE6.25* O C. PANEL FASTEN ER SPACING TABLE VALUES FOR ALL -W� AND U`-HEADERS (INCLUDING BUILD OUT CON DMONS) 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LO 0. 3. FOR INSTALLATIONS OLITSIDEOF THE MVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS RRWIRED 110: MINIM @ ZWLE_P�OWABLE SPAN SCHEDULE TOP MOUNT IS4 . i I AS . " )lit !, . I .1 ill I 1" . P L . I I J i r. 9 I es i . � b � . I I J 'A- N I P se I 61.01ARAR 'Ur H-ft, O' O' O' 2,r 24" 1 25" 22' 24' OF - 24' 23- 2V 2-5&"U`H-d. 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' g 1 �% � 0 n, ]:If - d.','Z.-4 0;�§1;". 1310" R1 119 ..D ; r _ _ r D. ;q ELc ?;4f to M . j 12.500" PANEL COVERAGE - Qai; I D �&'G' � - I I z - -0 - -� . . I F I -D 8 W - .? I --m � F:FTT g. - - f 1-y " u 24,875' PANEL LLEN - 2 il- - I . a I a"'A".2111L DIRECTION . T-- : - . . � 17T7 . I 1 ,4 %".,.D. - L 2 ;;� �,�7YIIIE 0135 tI,-0.090-- T- DOG ,W R"Ji 6,710' RD. (A TY1 ��-Doqa- I alolj I TYP a 'F� TRIIFIR IN 6 GxLD_OUT n, 1: -I! 91�- �- � Wwu zN-T ,. ; I a �13-' I . .V.- � � 0 3n" p [ IF4 i ,?C�,� 0 1 X'- I, �1'1, T, '4��,LI %U " T I . -9-I I'. * ;M I � - , �, , 0 1.11.1� I - < . I ,- "n 1. � - ; I _4 � �- ft�I�CTIDN � iQ I � 0 1 =17= _:D= LL, I e � 1 � - I� � 1LI E ,121-- N=� I D A. --\��� PV.TO - I , ;-:� I �,,I - �, �- �� �1` I , , , - , , ;" � - � -, :1�1;1 g-jr I 5 I,, , I - MIL -!�6 JEXTEII � i r ! I I -II, -11 .; = 8 I It .1, . _,U04.,.T,T1i-LJ1r��Y,U . 11000" - V! I i i I I - OVERLAP I,�..-I'.".V' " 4 ` I. .... :", - 4" X. CDEI CLOSURE DETAIL L 2 " MAX. ,:i � t I I � ; 0.169111 ,� M= :- ��� 11 I � .25" HAW. YJ A � MAX, - 11 �^- 11;4: .��' - - Off R I II.- ", I 11, ,1� B U I LD - 0 U T V '-;' Tr,�,, ',:,.' , 7,� H .- ,�: , ,m,, , , , . A I-,-,,,- - . 2 , DESTANCE . - ., T11 I , , � � � , . 1 .11 ,,, %"I"'F " I " """' I- IODO` :� - ,,, � � I .. � 01 - -.01Y, 41 1 , I I - A i -1-1 r� I �.;, "" - - � .j" ,, ,111--.1 - - /`'" -,� - - - � - 1. � -1 EMBED d 11 4"', OVERLAP I - HI -1 - I V r A-1 I I 3.820- i ............ . , 1,11.11-11-I " I r, MR I I L'�, L I,. 10 I, - I .. i I I , 11 ,11 - - I C, 1I.- - II.-,I.�:-.3; �- - " . 1,ODO` 11 11 .1 �I - a I--,-,.,-,, .i, ;R 2i I, � , .1� "'I. -IV MIN, - ,I �� ' . M- I . - -, �-- .. ZS' MAX- E HT i 1.5W � .' i _� .5 IL , :I! - "I I IN 00 111;lv -:1--Q-1-1 E0111 4" MAX - 11 11-1-I", I I 11-pi " IN -1, .- -1�1," I i . '-111, 11'F�..;�'.' , ��,'I ! '�T - �- I I , �1 CORNER CLOI DETAIL MII 1: .! , 11, I , Jn,l .- - 0 11� I I = 6 , � "; -` - , I i . "'.-i, r' I - .PNPJUSU.- �,�,. �,,4T�� - TL - I 0 "IS I Iv 9, I ,, Agm fil I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 0 12.5" 0 C M����� ��mmorLrIcu-T �- I �� `=`MMK= �mmffr.wmmmmmEsnmm�rm,�m no MM RM1111MINFryW1111611113111 ffimemouffiffiffilmmm x1=1111: �IIIM , amimmommmmom� sm swim FMMMOM� � E11MMMEN Im Eln�� no 1111IM1101 In 1 � �Im � Ems MMEMEMMEEMM� Im ffimm INEIREM E I . - L Nffiffiffiffila M 11IM111 EMMM MIIIIIR11111111�111M FEI 31 a -- -- - ���l 1 � , , Mou,,��/,�",����/,,,R,�"'"'��/�,'���,��F,��,, mumarIll�,�,�-���1,1�ll""�YI-11-11'�,'�"",;Iell��ll,"Illl��l;�1111��I'S��;1"1�ll,�,;��,7�IV;�11,01111 0/1 Iffiff/Im."I'SHENIM? 1/700, 0 U;,/,� , / //// �Iy V� �M/ /a 5 X4/ W %�!��MARRMIWWNIIM , ,R,N) "T/a/ 107/77"T"Ng "T I INO MWIS , , I , " ,�� -%% /F 1/010 � A" /,/ " ///O�; /I r7gg/T/�V 1/fp / If 1�� R M 1111f �MMM/W/WKWMI11111171111M�A1�1 MAMEBII�lfll��mmmm��w��momoliwal�lP�, �/ mour�,�'Y///WMMmnm��o,��/;�/,�,5�nxi�,�/l/I 4/1 IIIIIIIIIININ"'WO, ,/ i- � ffimmWE ffiffimmm 0M MMEMMMM�m�m MmIllIM1110�911111111 �IIIIIIIIIIIIIIIIIIIIIIIIIIE�� ���III - - 11311111EMEMIlMillim M r�n�rmm- M021111111111111111 M ENNE I MMEM IrTm� "MEM �Mmmm� ".... M 9mmonam���:mm Emnygo3mm M MEMINN"911 ",,/,ME N��� �� �� �� ..-4W.14-. - - I ,11 . , , IM FniiIiiii�iriiiiIIIII�IllIIIIff-w-wr'Unim 11INIIIII.- .111IM111111M r Af. - 111IM1111111., ffimmmEffiffiNMI �11IM1111 114�/4' CNIOI 33 -�ay,wrxml� TAP CRIII'CFA�' 41 11 * -. " 1,, MW Ma �ff-EMMMM mm��fnrwwm� 1111M M�Nffifflmm 1111111111111CIN EMEMEM&M � Fmmiiifi�g�. 1lNl11lffMM�MM0MMMW11I///11 �1121[�� morimmm1fl�111,MNEMHWIIIIII�MMEWlellI m�//,//��/;���mmit��///�///IMEW,-�/ - I- .1.1-11-11-10, �i w-r-�. MMM�llllNli108X29� FVIE�. 11IM1111M cmrmmmmlmm� ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2, ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD 0 N SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DIFTAILS ON S ALL "MI- AND "U'-HEADERS (INCLUDING BUILDCUT CONDITIONS) 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS 5. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTIM C90 BLOCK. & MINIMU M EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE 7 MIN] MU M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIM17EDTO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a� CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. , WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD ,�EUFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES to WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTEROF NOMINAL 2� X 4' (MIN.) WOOD STUD (?4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOL) STUD SHALL BE `SOUTHERN PINE" G -0 �5 5 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, IZEMOVABLE ANCJ-IOR5 ARE: DEWALT PANELMATE. ALL -POINTS 50-ID-SET &BRASS BUSH G `� A I.2 M CHINE SCREWS SHALL- HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCIHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.0 13 MIPUMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14� = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. `� * DIRECT MOUNTING CONDITIONS- ,6 LINEAR INTERPOLATION 15 NOT PIRMO'TED FOR USE WITH THE ANCHOR SCI-4EDULES LISTED ON THIS SHEET, I 20-31S43 _ I R K 1-1-1, " -IN .11, iii-I Ill ", 1. .1.1 - , ., I., - . 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