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HomeMy WebLinkAbout6760, 6726 Ripple Pond LpINDEX OF DRAWINGS ,1 SHEET DESCRIPTION ,.,.. SHEET COVER SHEET / ,00l"7 2 UNIT 1399 FLOOR PLAN 1'`K/' '� - - - - - 3 UNIT 1501-FLOOR PLAN ID4 BUILDING PLAN (Left) 5 - _BUILDING PLAN (Right) - ��� 6 EXTERIOR ELEVATIONS 7 UNIT 1399 ELECTRICAL PLAN 8 UNIT 1501 ELECTRICAL PLAN 100 9 FOUNDATION PLAN -- - 10 ROOF FRAMING PLAN 10.1 ROOF PLAN 10.2 ROOF PLAN ABBREVIATIONS x ` L1 LINTEL PLAN &DETAILS FP-1 FIRE PROTECTION DETAIL - AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room -_ - ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air ' L SN STRUCTURAL NOTES AC or AIC Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rod. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill 1 SN1 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. RecessedI I I I �C'Y'111.01;@Y-TrY z z r S3M MONO DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle 1 - - - - -- - - - -- -- - ALT orALT Alternate FRT Front REF or Ref Refrigerator - _ S4 DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing r BF Bifold Door FTG r F Footing o t9 9 RE D or R d. Required Q eQ eQ BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. 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 - .■ ..■U011 ,� �r rrrrrr rr rrrrrr rrr�r� -- -- _.. Wr.. — �- - --wt - --� "L' �Z�'.'rr �ZrrrrZr �r.�1r'.. �Z�:T!'�.Trr"L - rr' �Z��rrrr �• rrr rr rrr .rr rrrrr��rr - r _r r rrr - -rrr -rr- -rr -. rr -- -rr- rrr- :.rrrrft r ��r�3�r��: _rrr_ rrrrrrrrr rr_ - i.on I Fm a1 .■ SC. �.■ ■_. 11 MEN 11' _rrrr I 1 - -- - -- - S5 DETAILS S5.1 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shun PA1.0 PRODUCT APPROVAL NUMBERS C Carpet HDRorHdr. Header SHT Sheet -- -- -- -- ----- — - -- -- CAB Cabinet HGT or Hgt. Height SHWR orShwr. Shower PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.2 PRODUCT APPROVAL NUMBERS 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ SF or S.F. Square foot (feet) 6 UNIT TOWNHOMES COFOFF or Coll. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or or Sqq . Square _ SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shp'.r Wall - - - COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Te pared — - - - - CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken SH 1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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. U:.ass Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN 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 MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With MEAN ROOF 30 FT, HIGH TYPICAL ELEVorElev. Elevation PEDorPed. Pedestal WA or WA. WliAnchor c* EQ Equal PH Phone WC or WIC or W.C. Watr, Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt Pocket (Door) WE) or Wd Wa i THIS DRAWING AND DESIGN IS VALID EXPorExp. Expansion PLorP.L. Parellam WDWHDRorWDW.HDR. Win mwHeader FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Witte Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Ar. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 01 /21 / 11 1.00 NEW CONFIGURATION 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 REV 1501 KITCHEN review all the information contained in these documents, prior to 08/22/ 1 1 1.01 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 09/ 14/ 11 2.01 VALUE ENGINEERING REVIEW 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 01 / 19/ 12 3.01 S HAFT L I N E R DETAILS Office at dfor reimbursement immediately. No gner/E gine will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. BUILDING CODE UPDATE Payments will be made in accordance to the terms of the 03/ 16/ 12 4.01 agreement. FBC 2020 CODE UPDATE Control of Construction Site 1 2/1 9/20 5.01 The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in 02/ 18/22 5.02 NEW PLAN NUMBERS PER C . M any manner for control 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. I Room 1 Wall 2 3'-0" 1r'-0 2'-6" 9" 2' o-0" Room 1 Wall 3 CABINETS ABOVE 0 0 0 ® o o 0 0 WASHER DRYER (OPTIONAL) (OPTIONAL) Z( LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH Room 1 Wall 4 10" L 10" ,}, 2'-9" g,10" KITCHEN - K2 INTERIOR UNITS 8 �� 3G FOR POSSIBLE SHOWER GRAB BAR PER ADA REO. REINFORCE WALL 17'TO 19'A.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REQ. �2x6 BACIONG J MB2 ADA REQUIREMENTS - BATH KITCHEN Room 1 Wall 5 000nao O DW 1 10" W, 2'-0" 0 r ■ 1 L1 �1 H OWNER'S BEDROOM 9'-4" FLAT CLG. CARPET 12'-114" 5'-114" 2868 2868 I I V 0. BATH I I I I WIC 9'-4" FLAT CLG. 1 TILE �I I I 51-4- I 1 34" 2'4 I 1 I 1 L___ FLEX ROOM 9'-4" FLAT CLG. CARPET T-6" SIM. W/ SYP O-' STUDS @ 12" S3 j O.C. D o 5-SH S3 2868 k 5' N <@>' 12868 �7 i e (3) 2x4 #2 SPF w/ L 208 BATH 2 w/ 3/4" ANCHOR BOLT & 4" FLAT CLG. (10) 16d NAILS TILE R&S ` 04 2868 2668 -- BF T-6" 4'-94„ 5,_043„ 2868 on A, COVERED PATIO 9'-4" CLG. A.F.F. ■ CONCRETE 10'-10" 8080 S.G.D. O WIM® LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04' - DINING 9'-4" FLAT CLG. CARPET _7„ hIVV �i O (i o y� 00 r �Qy I I or3 Ir \gQ0 c ---' N I K2 0 W �, p II D/W T Z KITCHE 914" FLAT CLG. w/ S,fUDS G TILE @ 1�" O.C. S3 REF 3'-4" 5'-0" 1. 2' � Q S4 2068 BF °'�685-SH H4 to 2868 I �I L.AUN. � I 9'-4" FLAT CLG. In TILE I C S 2668 BF 2868 ATTIC FOYER'- `A��5 9'4" FLAT CLG. TILE W.H. BEDROOM 2 G.T. 3068 - 9'-4" FLAT CLG. CARPET - - G` O ENTRY - � 1 L, 9'-4" CLG. A.F.F. N CONCRETE 1-CAR GARA E EGRESS ------- _ ■ CLG. * CONCRETE (2) 25 SH _ - r--9'-4"FLAT -- I G.T. - - - I 9'-0"01 � I I I I I I I I I I I K I I S4 I -I I O I I I ■ 11'-8" 4'-0" 1'-10., 8'-0" 1'-10" 70 15'-8" 11'-8" 27'-4" D S3 0 60 0 is Y� 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 i S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20X72 18JX71J S.H. 1 H2 27 114 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 J S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1!2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 371 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 IJ 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 i 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. UNIT 1397 - FLOOR PLAN SCALE: 4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 O G 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 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: a 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 1ST FLOOR LIVING 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 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID A CONFLICT WITH STRUCTURAL WD. COL. 0 0 rw N s c- r 'E:,'C 1JO �� �•� CTA,'F' 0,F .�f.lrJrltlilt��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. m 9 OD E ti Ri C o 0 Q O u) Goo u LL w a t�LL- 0. Z 00[ L 0 !e ? �LL N� tr O J W ��rn -Ia = N M Z 0 Z do -' y W � - Z z J PI ID PI 1 ■ CD U LU 0 U) s cJl c N ® U uJ J _� U c ¢ Y N O• -Q cep M i U_ Eo a w � a ?o E: 18 U Z g g i 0 z CD J g U gg �O = r y } y� _� S 7 mi oI $ c 0 > ilk Liri c rn O LO T T' O M C T Q Cr 0 60 T' T N C) Q N O 0 E z O .. a v a o JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 2 3'-3" T-3" 6'-10" CABINETS ABOVE WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K� EXTERIOR UNITS REINFORCE WALL 9 - 36-A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADAREO. 1TT019'AF.F. � O ) FOR POSSIBLE H -: WALL HUNG � BENCH SEAT PER ADAREO. ;o i oO _ If i.-: -4-- MBACKING MB2 ADA REQUIREMENTS - BATH N ■ ■----------- --------- Lain, - `t EGRESS ■ ; CO ERED IMFP T10 - 9'-4" PLG. A.F.F. CO CRETE OWNER'S 2'-0" 11'-0" - BEDROOM _ 8080S.G.D. 9'-4" FLAT CLG. CARPET F I iv 1 © r=n L1 N LO N F 12--11T" 2868 T-O" 5'-11 „ I A -- S3 - 2868- 2868 L I I N G fV - ® 7 ; ROOM - I 9'-4" LAT CLG. CIARPET - I 0. BATH Q ■ 9, 4„ FLAT I I CD- - CLG. TILE � Ca WIC I N I ■ 1 3'-0" M I I A = U) 04 04 I' 60"x36" ■ HW . AN I 1 - 7 A. F. F. R&S "S" 3,-6„ 1 5-SH ;t FOYER; j 9-4- FLAT CLG. I N TILE I /p.FF. r/ REF 2068 BF CRET I K 1 °° ih I �ssy g o w KITCHEN I 0 M , 0 r` I 9' -4"FLAT CLG. STUDS I TILE 12O.CII II 42" HIGH KNEEWALL DINING l D SINK w/ G I I S3 I I 9'-4FLAT CLG .IP ICIARPETrDN N ' S3 II _ I I j II S1 9'-114 N L - - -J I I rrirrrrrirrrrrr Ilrirrrrrrrrrr 0 5-SH r i H4 N s4 S3 - ILE/SH OTA.F ER • 668 B , I - - - - YS3 ■ 0 00 co 2 - 6'-0„ ,_4„ 4,_0„ , r4" CRYLI BATH 2 z8s8 60 T-o"9'-4" FLAT CLG. in(3) 2x4 #2 SPF w/ S20B TILE w/ 3/4" ANCHOR BOLT & 3068 I (10) 16d NAILS II 11 �u) W.H.L - ih r FLEX ROOM U'' 1 I 9'-4" FLAT CLG. II CARPET CCc w LO N II II ■ 4'-0" 2868 3,-4„ 7,_31„ _22,X " (D 0 1 _ ATTIC 1 N L _ACtEIBS J N L1 - - - - - - - - - - - ■ A � I I (V DBL. I `° 26618 1-CAR GARAGE BF' IW 9'-4" FLAT CLG. �_____ OI _,�, ■ CONCRETE I 2668 BF r-----------------r go I I c O - -i-- - - - �-- � I I I I _ I I � I I I I I rK I~ c I S4 I O G.T. BEDROOM 2 9'-4" FLAT CLG. CARPET (2) 25 SH O 8'-01. -2" 8'-0" 8'-0" 4- All 4 RIO 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 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 184X62i S.H. 16 20 X 72 18 J X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. iH3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 1 X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 J N/A S.H. UNIT 1500 -FLOOR PLAN SCALE: YV=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 DO +28.3 / -37.0 O +26.6 / -29.1 �F +26.6 / -33.5 © SEE SN SHEET �H SEE SN SHEET 40 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 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 duds 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. M 1507.2 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. 'I'VALL LEGEND 1■■■■■■■■■ 9'-4" • . OF • . 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 1ST FLOOR LIVING 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N N 0 elelSS: :..f % S' t�! ch o 0. No C T'• STA-r;= OF . tom''•, 1 , I'll le Q To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) S F Q p EE S 8 7D 0 N lJL cam, J =�o°°o:i u"a 07 yNn LL a J U tL /� Z 03'1 Za 2 C °QQO' S 70' O RI W «r: � N (p J LL W ask 4 U S W z:7 C', z o a s -1 Cl- C� u'f i� � I N Z v a C, w U 0 V1 c '.W J L I z �0 N see LLg E a dal 30 oa F 8 w Z� gg ro ra = J N z 1b V W Tc In.� C0 � � 0 O O> U") ,- T � � Co T O Q Cn T t � Y O 60 Cn -2 O Q � 0 r N CEO CD Q N CO M LO r M o z IRDd a v ¢ o JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 3 SYMETRICAL SYMETRICAL NIT 1500 NIT 1397 NIT 1397 BUILDING PLAN (Left). SCALE: 3/16"=1'-0" AREA TABULATION 1ST FLOOR LIVING 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. N N O N O ch , L �` • ` Chi•, ,�- f I No 78750 U'. STA.TL OF o r'r','��►111iiiyi�l,,°°° To the best of the Engineers knowledge, information and belief, the structural plane 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. In a a # s � - LL co C tl1 .N.. yy O N u71C7 LL W a) to ti J w�yr a N J V' O. LL Z 0 O� g fag 0 �. w N (G OJ J rnd a N�z W N� 0 630IL o6 �7 71Z: U Z QN Z �! z A Q d N v �4- (D 'u N W 0 O W g N ZD 1-- U er IL J 1� H = Q s°m 9 Eff aw z0 ro o Z o o N N a �z &z w Zq � J BUY O gb r Zw rw UO i U a W U LL iyw �o aLL_ y N W �— � 65 et -.5 �U G 0 0 L / �/� Vr ccc N rT Q `J� W r- L r) T v co r' O Q o 00 T r N CEO C 0 N Q O O w 0 M o m 0 N z d E U Q JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 4 SYMETRICAL SYWRIB UNIT 1397 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" AREA TABULATION 1ST FLOOR LIVING 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. N N O N O eyyl'69�iiP?r� cM <e _ /� O : S3 '• STATE CC .: OF 4,1-r ,`', rp�liilfiy(\ t�eeee To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F S E ro V Q O c LL a00o �i it LL W —W ra M v a YYn = 0 ccc Cl O r=EC�G M 0 -1 -J Q Q W Z Ma rnOF OLL ZN ODU�vvi W ❑ ❑ ❑ z z � o v n- N n N m zC1 N u- .O W V) N fti (V w L U r` o w UL E E so as =® Q O z ❑u g E ao �z Z N d) p °da � 2 K� m0 C!J C n� 0o. U 0 gLL z Cl).al J ° Qw �i 0 Wo da zla x L) yC G O L , M d � O r LO r O M C T Q T Y UO O 50 r^� V / co Q T F— N � Q N O `6 i LO N E O O Z 7 O E I Z c c d E U y JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 11WAF.F. PATE-11 EIONT— — sW PATEH Qe - -�wwwwwwwwwwrwww ■ ■ rw.�wwrrr.�wwwwwwrrF�wll�wwinw�lr�rrrwwwwwwwwwwwww-�r�rrr r rrrrrrrrrrrrrrr��www�rwrrwwwwww�E�rrw [ru � � ��■ � � r wi -a -- ■■■ it ■� ■■ ■e■ ■■■ ■■■ �■ ■■e' ■■■ ■■e moll' .. NONE� ■ _ - .. ■ ■■ ■■ ■■■ sm� ■■ ■■ ■■■ ■■■ .. ... 1 C.■ ■e. 11 � � �sonon �. .■ i �� r T ill■1 � 1 I 11 Ir-] ; .. � 1 , 11I _ _��, [ I�T� _I. ��� AN] _ _ 1 �� _ Tom- [1i �* 01 _.�, AL ■ _ _ e• SCORED --- `CEMW AT* \,CEMENTATMS \-CEMENTATNWS SAND TEXTUREDI'Me. M REDFINISH TEXTURED FINISH TYPICAL TYPICAL TYPICAL FRONT ELEVATION SCALE: 1/8" = 1'-0" TYPICAL TYPICAL TYPICAL TYPICAL SHINGLE ROOF TYP. REAR ELEVATION SCALE: 1/8" =1'-0" SHINGLE ROOF TYP. 12 - 21'•S• AF.F. 21'•S' A.F.F. — — _ .._ , — — — _ . _. — — — — _..— — — — — .— _. — (-{iAB'�PDC1£HEfGF1T G4�E-FCATE IaEroF7 - ...._ — _ __ . ___ _ — — _ _ _ — _. ...— — — .. 12 QB 12 12 12 12 - , _ S Tim • — 'v �.--.— 11'4• A F F 11'4• A.F.F. PLARE HEIGHT PLATE HEMM� - 1 _ 9'WAFF. SW A.F.F.- --PLATE HEIGHT PRi�HE16F7T T-0• AF.F. T-O` AF.F. WIN OeW HEADPR HGHT wINbOW HEADER HEIGHT 13 6 SCORED e• SCORED S' SCORED -� B• BCORED SAND BAND SAND _ _ SAND •, _ • r s •r .. 1 .. < y • .. - .. I •. .. FLOOR D-0 FINISHED FL .. � ... ... ... J r ,. .. , .., ':.. •.. _1_., i •A• A� �. i O'-0"FINISHED OOR A A'. J f •=w .... ..,t.. e• lA S•SCORED CEMENTATIOUS S•SCORED S•SCORED - CEMENTATIOUS S•SCORED BAND TEXTUREDFINISH BAND BAND TEXTURED FINISH BAND TYPICAL TYPICAL LEFT ELEVATION- RIGHT ELEVATION - SCALE: 3/16" = V-0" SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. tmenor uovering 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 (3/411-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility adjacent w pa ty with adjatre cod preservatives r the manufacturer's recommendations. P per REV. 09.24.21 N O CV 0 L�rrrl���, 1 M o - •rA ��� 0 •' • G E j c; • ��e w N _1G STATE • i` � 3 OF ' L To the best of the Engineer's knowledge, information and belief, the Structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W S r 8. Do Q ^ N N 11 J J It 'n D° " WW gLLLL a Z Z rn S�, N C O 1 Z ' Q G Lc°i M Z J� W p i� ZN OUM U CaJ W 01311 M � V z J a v� Z �4-J TC• t'6 En LJJ 0 0 N c fQ mom •- � LLJI U Qc W M W O _ O i Q E UO zo Wa da Z O C rp O z� � J Q1 L c ¢ 6G m gLL Z C o yO y� }} W �2 7gG Wg 7 29 V S = CV �O CU O cc 0 e+/ r Z O O O o M O 'vo m O _ fA N 0 0 N v c o CD O U o c o o �U M ui O O o (a 7 E h L3 a v _J o JOB NO: 00-0000 SCALE : AS NOTED SHEET NO. 6 ELECTRICAL SPECIFICATION 150A/2LC N PANEL CENTTERER DOOR NOTES: 0 k14 to lights a outlets NEMA 1 01 Al12 to appliances and GFI ELECTRICAL CONTRACTOR 150 A 200 AMP P 010 t0 WH MUST VERIFY WITH THE 10 08toRange SPECIFICATIONS FOR THE TYPE 01 a6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MrP1ti" 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUNDjisconnocd SERVICE BY POWER CO.4 INTERSYSTEM Bare Cu Ground BONDINGp4 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 PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWERIUTILITY COMPANY. 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH T4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 0 rOr D CH SD USB ©2 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 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. 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. THERMOSTAT FAIR HOUSING ACT REQUIREMENTS: ELECTRIC METER OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL ELECTRIC PANEL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. DISCONNECT SWITCH IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS ROUGH -IN FOR OPT. CEILING FAN REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE OPT. CEILING FAN THAN 25" FROM THE WALL BENEATH A CONTROL. (1) PHONE LINE, (1) DATA PORT 11 TO S SEVN W W.C. 2" VTR 7" \/TD 2" VTR W.C. PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. C. tNITARY 'ER UNIT 1397 - ELECTRICAL PLAN SCALE: 3/4"= V-0" CV tV N O M ftt /•E: •J'Y• �. L:. A /� '•• ti N i37�(j 1 cr T '� ,.Aid= Ur= •l��. 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. A� 8 N N 0 �;" w M NMv� LL CL he � W U_ a � Z 0 t.C� 0 ca -j J W LL ILW �rnrn act¢ CL = N MZ Z ¢�¢ro0 p0U_jy oa I CD2g" a Z a�S Q a (J'1 N Z 0 N LU �N � Cn Q 0 �0 N W 0�=® a0 � z oa zCN Fes- CV rU y L g tt tU U) C 5 O Z o 0 J o N LL < wU z �� a 0 3 4 CV 0 • V) (a O T L0 T CD M Co O T_ � 60 CO m Q T to r- N CD to c -0 O Q N 0 CO 0 L0 r M Z E m n-- o v .9 Q o JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 7 11!!F r I M1lr I i I I I�11■ll�lll 1_ I I'["��'I �I+'i�l� 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 01 #14 to lights & outlets NEMA 1 01 #12 to appliances and GFI W 160 AMP/ Z 200 AMP 10 #10 to WH Z 10 #a to Range Q #e to HVAC Jt (U�_ I 2" VTR R 150=2/0 r200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Tract 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. GENERAL ELECTRICAL NOTES . 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. 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 comer counters. ELECTRICAL KEY I PET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN '0 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [-H PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER Ja 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 G9 (1) PHONE LINE, (1) DATA PORT 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. 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. is TO E SEVI hPl W.C. W.C. i'•il T10 PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. C. tNITARY 'ER UNIT 1500 - ELECTRICAL PLAN SCALE: 3/4"=V-0" 0 c� 0 L 11- 1 M 0 1.1 ,`• rr "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 Engineers signature and seal. I E !H = ppo ttpp N J 00 iJ! N LL CV cp tl�! C �N"L ww 0. a he y Z 0 �LL a 0 z t CS 0 o j0 N c0 m O J e ¢ ¢ ILWin2pjO1 T" ZOU a N M Z N O 0 _j N W ❑ ❑ ❑ V Z z � z a (n LL W y� O IN �N W c (♦� r-- to c¢ Q c y Z M 0 q E 5 zp Q U E E cc �� SS wa Zo %V x gi p oo �U U, 0.,N d t �a 8 RLl W2 C� Wo oZ o W� 8 U _M o �� k u, w E0 > Cn c rn O � T A\ M N f O Q o 60 r U) m Q r N CEO N Q 0 to c6mil,/ \.1/ M r- E E Z � a U _j ¢ p JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 8 W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. —I 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 111Y=1'-O" s; ss s' ss ;; ss t: #5 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: 1112"=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 FOOT AWAY 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 \\ I \\ I \\ PVC AIC CHASE \ \ \\ I \\ 0'-0" ELEV. \\ FIN CONC. SLAB \\ I G.C. CORD. \\ T/ SLAB \\ ,t NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL SYMETRICAL POISONING FILLED CELLS @ PARTY WALL I TO BE 58" O.C. MAX AND f� EACH BEARM,WALL LOCATION ELEV. APPROK 1.1/2' BELOW F.F. ELEV. CAN BE NO MORE THAN 1-1/2" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY SYMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" N N O N 1 O S�>>;16Liii''ieFP o STATE OF Z M• , ' 1fil;'i11111k** To the best of the Engineers knowledge, Information and belief, the structural plans and "cificefions contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 6m J re0 Q j M a LL d LL LL a O� a 0 W tp O 8 un N 04 M Z y Z W O V z z z � rz � N N Cn Cz9 U o � Tt+.• OLL' U ry � 0 LL i o Qaff O cc U r - "perp � U rid UUa 7 U r>J p COC yJ C YQLL z b d zli g 3 c E C) > L6 CU \ Lo 0 LO T T � CIDT O Q _M v Cr O 00 U) m Q � T N Q 0 CC 1 CO M Lo �— E ' O N z r Z C a E U J H Q A C J JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 9 0 ROOF SHEATHING SEE PLAN SEE PLAN DORMER / \ TRUSS PLYWOOD SHEATHING - ATTACH PER 2 x 4 SPF STUD SCHEDULE WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BOTTOM EACH USP MTW12 AT STUD `32" O.C. ROOF SHEATHING VARIES 2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP. 1 DORMER DETAIL 6 SCALE: 3/4"=1'-0" TRUSS OR CONN. ''"" CDC c-rl try WALL AT 3P1 AND STUD TRUSS 2 DORMER DETAIL 6 SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED A SEE UNIT 1500 FOR L-1 ADDITIONAL INFORMATION 1 — J�=®=■ PLAN) CONT. EACH COURSE � Fix LE W, OCR GROUTED \ BOTTOM OF i iBUCKETEACH TRUSS (2) - 2 x 8 SYP. • TRUSS INTO DOUBLE P.T. LEDGERF LEDGER PER TRUSS CONT. MANUF. LAYOUT 8„ CMU WALL (SEE PLAN) SECTION AT LEDGER 1 SCALE: 3/4"=1'-0" GALVANIZED 5/8" DIA ANCHOR BOLT WITH HOOF AND 6"EMBEDMENT INTO BOND BEAM AND 2"x2"x 1/8" PLATE WASHERS, TYP 5 I AUUI=KtU ELEVATION A -A UNIT 1397 GIRDER TRUSS (2) BOLT EACH SIDE OF GIRDER & @ END OF LEDGER SYMETRICAL .A, A& SYMETRICAL UNIT 1397 ROOF FRAMING NOTES 'RUSS TO EDGER 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. ROOF FRAMING PLAN SCALE: 3/16"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 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) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080*' -- 8-10d P HUS26 1320/3235 ** 1335/2820 " 20 - 16d x 3 1/2" HUS26 2035/3400 - 20 16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3850-F w/ () 16D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 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 (8) 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 Ifl(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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft 10 HIP -35.94 -49.57 -49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 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: (D 0 SHINGLE: %s' EXP. 1 (2%) or 19/2" EXP. 1 (3y6) r TILE: 1%2" EXP. 1 ('/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" 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 (2'Y2" 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 O N O cn 0 • No�/1,7 ,;. STATECIi •• �'` s�n�'�, -� � tom,••, .'`•.yam 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 a S O N 7k 0 yy m J a0 3k LL W i/► N r rZ w a mIry b w- U. LL 1 I� V v WCo �prp O = IL pp a Jrn0 N MZ Z00 W 0 Z c.4 Z Z f; Q a U) z 0A •U OL" — U LU a- N q r� w M M o Z a E so o O oa z — o Eo N o H <o CO C C < Y U mo g� Z yJ O Z 3 8 10 WC ° t CV E. O C/) ICU � O O> — 0 T LO r ' (3.) L Co T O Q r U5 co Q _50 _ O CO �— r N C) 0 a) CO (6 Lo r hi cT E c E E a c a U ¢ p JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 10 "D UNIT 1500 UNIT 1397 ROOF PLAN SCALE: 3/16"=V-0" UNIT 1397 N O N O M %% •\ v C7�. a No PE • to s j� ••° r a �..�. S T AI :JZ 0 <. - �; . A, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a $ E g8 A 8 cN N CSyC j LL :a 0 40 nN (Do r, rl � -+ w m- WdY LL u^ G. S J_ V_ O O L � F m O (aN Z � M n O p U L vvi Z W z z z Q (In cn4-j z OLA un �� L) ■_� U U • Q 7g S� w M QSS LL- 8 z0 E 8 a� °w° C Q E z �z o 0� z V <82 yW W 3 g� atl W T U Z �— 3� J gi o L6 W ca =_ o U > O T rn L— CO r O Q M T r � � O 00 U) m O a 0 r-- �._. N 0 Q O C O a� (6 0 � M Ln T c E O z m E c v M m c FL U a a � JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 10.1 NON -VENTING SOFFIT NON -VENTING SOFFIT NON -VENTING SOFFIT I I I I I I I I I I I I I I I ZONE-1 ZONE-2 ZONE-2 i ATTIC SPACE ATTIC SPACE ATTIC SPACE oiiI I . . 1070 S FT992 SQ. FT. I Q 992 SQ. FT. 001, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I 4'-0" 4'-0" 4'-0" UNIT 1500 UNIT 1,5W I UNIT 1397 ROOF PLAN SCALE: 3/16"=1'-0" 0 N 4 M `,t13a6f1.f;s�,, O S GjJ. ``. C, ✓ Noe47-7E.7;0 ST;,;'r OF 1�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Ediflon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. aa 0 N00 (0 ii O J 9 u 0 r; st a J), W� a N LL LL 2 W j 04 O mc�p�' O Wr%i�4fOi O J ¢ a Z IL ° a i m z K O _ {: N Q U COz °" W aoo U v � z � z z J CZ NN N ( n f�1 �n ' W v 4-1 GOcCS V7 � w • U Of 4W o w m Z< s s z J C C f0 9 ¢ G 2 w O 9L)O E U zO N �z wg a �� +� L . rp N C a zg ax �� O O¢ z - v iq 38 aw `� 3WZ o 0 0 U1 � LL N O � 0 to d N r C 0 > (o o o — ` � LO T r M Co r O Q _M f Cr V) O 00 m �( T 04 C(O T N 0 Q N Cn GO TO LF) r E c O M 0 m CD E z c E ci c JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. 10.2 SYMETRICAL J6 GENERAL CONCRETE LINTEL SCHEDULE �� 0 .., , APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-16/1T 8F8-0B/1T � "'• • � •'• " O O O O O ® •�"TYPE DESIGNATION #5 REBAR AT TOP E O F = FILLED WITH MIN. (1) REO'D O GROUT / U = UNFILLED A vz" 8RF14-1B11T 8RF14-OB/1T R = RECESSED LEAR • ,• • © ® QTY. OF #5 P REBAR @ BOTTOM ° • OF LINTEL CAVITY = a '",• •,•' •�', ,� V M.U. 44 8F16- B/1 T Q z ° `'• UA. .'' ' •' ZGROUT 8" x 16w/ (2) #5 TOP & BOT. & , • •.�_ tNOMINA QUANTITY OF ° 5 REBAR AT STIRRUPS AT 16" O.C. WIDTH #5 REBAR AT ° BOTTOM OF TOP LINTEL CAVITY 81F20-013/1T 8F20-1B/1T8F16-0B/1T 8F16-113/1T NOMINAL- C OTTOM ® T) ® HEIGHT 7-5/8"ACTUAL REINFORCING PROVIDED IN 8" NOMINAL WIDTH LINTEL O (VARIES) • '% • = MATERIALS • ' �' ,• 1. fc precast lintels = 3500 psi. ' ` ' , • ` ' ` • ` ` ' 2. fc prestressed lintels = 6000 psi. 8RF6-0B/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/ p ' .�;•'• minimum net area compressive strength = 1900 psi. r 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade N ,�•• 7. 270 low relaxation. o • • ` '. • '. • 7/32 wire per ASTM A510. N ' • • 8. Mortar per ASTM C270 type M or S. o • © GENERAL INSTALLATION NOTES ';'• ; ;' 8RF22-1 B/1 T 8F24-OB/1 T 8F24-1 B/1 T 1. Provide full mortar head and bed joints. M CD ' 2. Shore filled lintels as required. LE . ' • , • It • , ® O O 3. Installation of lintel must comply with the architectural and/or structural drawings. I �� O� ,. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate C� , •' \ C E •n+ .4�' • � .' ;.'. , • , • vertical cell reinforcing and grouting. • �'• •, , ' •, • ; *'. ' ,; *'. ; •, 5, All Ilntels meet or exceed U360 vertical deflection, except lintels 174"and Pd U P 3 7 5 e • • : ,� , longer with a nominal height of 8" meet or exceed U180. • • • 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. 1 ' `• ' %', ; ; , 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete p masonry units. O FP-1 U. S TA T O t= •, . ' . `'. • it • '. • , �'. • , '. • , •• 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 m i ,, • ,;.� :- •;, 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. `? 1 e ''• O C ~ ���� '. . , • •' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ~ `' '. • , '. • '. • . ' . • . ' . • . • • • a coating of stucco applied In accordance with ASTM C-926 or other approved ,• ;.', , ' coating. u- - • ; . �', ; ;; . �', ' . �', ; . �', ; . �', ; . �', ' . 12. All lintel dimensions shown are "overall" lintel lengths. O 0 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) + loads shoud be checked for combine loading with the following equation: r r • • • , • , • FP-1 To a best of the Engineers knowledge, information and belief, . • , • ' , + , , • , , • � , • � , • � ' . • � Applied vertical load Applied horizontal load •' , , + I . O\O� the structural plans and specifications contained within these ' Safe vertical load Safe horizontal load `^' '� drawings comply with the 2020 Florida Building Code - . ' r �', ' . �', ' • �', ' + �'. Uy"t.-I aw Residential 7th Edition. Engineers signature and seal is only for the aWcturel engineering portions of the drawing pages bearing Engineers signature and seal. Le '• �H N 8F44 1 B/1T 8F40 OB/1T 8RF40 06/1T 8F32 1B/1T 8F32 0B/1T 8RF30 1B/1T 8F28 OB/1T 8F28 1B/1TR Co F- ® O ® ® ® O O OS a"" "�Q' �j J O O 0q u:' a f r o- �- LL a a - ALTERNATE POWERS NOTES:LINTEL PLAN . . . . I ~ °' u1 J u- U. a STEEL LINTEL 21 0 r �g� 1. THIS PLAN IS TO BE USED FOR STRUCTURAL o ° W m g a W a . k Z � cl< W50 INFORMATION ONLY. Q Q #5 REBAR AT TOP O U U -' y MIN. (1)REQ' 1-1/2"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W ❑❑❑ TO BE ASSUMED TO BE 16" MINIMUM DEPTH. O 3. THE NUMBER OF COURSES OF MASONRY REQUIRED - w BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE Z g W '� z C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR e COORDINATING THE PROPER LINTEL HEIGHT. = T I �N Z V) Z O O oNgJ 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM �" N v oCo. °0�� DEPTH REQUIRED FOR THE DESIGN LOADS. THE " I �� W o W v~i ui 5 REBAR AT BOTTOM M _ '+ LLo AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR �0 W PROPER LINTEL HEIGHT,G.C. COORDINATE. _ 16 GAUGE POWERS N C N STEEL BOXED LINTEL N I POWERS STEEL BOXED LINTEL NOTES ALT. ( ) LLJ J ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE c -o 1. Refer to manufacturer's specifications for installation. c O I O o Q S 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS F- O O O O r ReferlI scratched NOTED OTHERWISE AT OPENING LOCATION 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. O I O � 5. A bonding agent must be applied to the Steel Box lintels prior to E a z o applying the cementitiuos coating. See contractor specifications Q Q E o W Z E �g ro s& 103 I IL U 2 H H O m0TIV T2 O rV J $! �z G MIN. MIN. MIN. W C-) O �Tor UNIT 1500 UNIT 1397 UNIT 1397 g� SYMETRICAL in, O L6 (cotM o � LO r 0 M co a T � Y O LINTEL PLAN m CD SCALE:3/16"=1'-O" H T N ,c C N rn Q T T � ° M E '� Z O N Z E r6 0- U J Qa J JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. L 1 l3XUV.U903 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having .iurisdiction'should be consulted in all cases as to the particular requirements covering the installatlon and use of UL Listed or Classified products, equipment, system, devices, and materials, • Authorities Having Jurisdiction should be consulted before construction, • Fire resistance assemblies and products are developed by the deal gm subnnitter and have been Investigated by UL for, compliance with applicable requirements, Tie published Information cannot always address every construction nuance encountered In the fleid, • When field issues arise; it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies. are advised to consult the general Guide Information for each product category and each group of assemblies, The Guide Information includes specifics concerning alternate materials and alternate methods of construction, • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 Design Mo. us as March 17, 2OD4 Bearing Wall Racing - 2 MR. Noribearing wail Rating a MR Lead Ralstdood tar Canadian Appikatlons - Sae aullds 8XUy7 TT 0 i �' MIR 4 t r} f ] ifbCl.zootol iiot; 1. Concrete Bladtt* - Various designs, Classification D-2 (2 hr), Sea Concrete Blades category for list of eligible manufacturers. 2. Madar - Blotks laid in full bad of mortar, nom. 3/8 in. thick, af. not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sandto 1 part Portland camant.(proportioned by volume) and not more than 50 percent hydrated lime (by torrent volumes). Vertical joints staggered. 3, Portland Cement Stu= at gypsum Plaster - Add 1/2 hr to classification if used, Wherecombustible members are framed in all, plaster, or stucco.must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Atached to concreta blotks (Item 1). 4. Lao" Masonry Fill If all core spaces arafiled with looses dry expanded slag, expanded day or shale (Rotary Kiln Process), w ater repellant uarmiculite masonry fill insulation, or silicone treated perlits 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 ULClassificationMark Last Updated on 2004-03-17 Questions? Print this page Notice of Disclaimer Page Top The appearance of a company's name or product in this database does not In Itself assure that products so Identifled have been manufactured under UL's Follow -Up Service, Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service, Always look fbr 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, Designs and/or Listings (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 Underwriters Laboratories Inc," must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "Copyright 0 2010 Underwriters Laboratories Inc.®" An independent organization working tot a safer world with inlegilty• precision and knowledge. �ll I' GA FILE NO. ASW 1002 ' 1 PROPRIETARY* I GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines In sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. Sound tested With 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3112" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC - 1" DensGlass@ Ultra Shaftlinerl" 2 HOUR I I 60 to 64 STC FIRE SOUND ( Thickness: 31W (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAL TL89-383, 11-10-89 BXUi1.U301- Fire -Resistance Ratings - ANSMI, 263 BXUV.U301 Fire Resistance Ratings - ANSI/UL 263 Fagc 1 of 4 Design /System/Conistruction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or.Qasafted products,. equipment, system, devices, and materials, a Authorities Having Ju risdiction should be;consulted before construction, • Fire resistance asserciblies and products are developed by the design submitte► and have been investigated by UL for compliance with appllcabl:e raquiremar+ts, The publish ad information cannot always address every construction nuance encountered In the field, • When field issues arise, it is recommended the first contact for assistance be the tachnical service staff provided by the product manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the ganoral Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, e only products which bear' UL's Mark Are considared as Classified, Listed, or Recognized, Fire Resistance Ratings - ANSI/UL 263 Sae General Information for Fire Resistancg Ratings - AN SI/UL.263 Design Me. U301 June 30, 2010 944604 Wall Raring - 2 MR. pinia Rating - as Min. toad Reatrii'sted for Canadian P4*katians - Bee Guido ¢XU_W 1. NgiBleads- Exposed or covered with j.oink.compound 2. 34iritt - Exposed joints covered with joint compound. and paper tape,, Joint compound and. paper tape may be omitted when square edge boards are used, As an alternate, nom 3/32 in: thick gypsum veneer plaster may be 'applied to the entire surface of dasAflod veneer baseboard with thejoints rainforcod with paper tape„ 3, Nailit - 6d cement coated nails 1-7/8 in, long, o.o915 in. shank diem, 1/4 in, diem heads, and ad cornant coated nails 2-3/8 in, long, 0,113 in, shank diam; 9/32 in, diam heads. 4, Gypsum Board - * - V8in. thick, two layers applied eitherhorliontally or vertically, inner layer attached to studs with the 1-7/8 in nails spaced 6 ih, OC Outer layer attached to studs over Inner layer a ith the 2-3/8 in, long nails spaced 8 In, OC. Vertical j o)nts located over studs. All j oints in face layers staggered with joints in base layers. Joints of each base layer offset w ith joints of base layer on opposite side. at e/LISEXT/1 .. 0012010 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 WOOD TRUSS PRE-ENGINEERED ROOF - TRUSSES AT 24" O.C. MAX (2) LAYERS Vx24" PROPRIETARY, TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER DIA. x 1 TA (YY y TAPCOCONSAT i6" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE 2a BLOCKING BETWEEN TRUSSES (2) LAYERS OF SW TYPE-X GYP. BD. ON BOTH SIDES TOP OF PLATE T�NYPpES' MORTAR (rYP.) r CONIC. BLOCK CLASSIFICATION 0-2 AS PER UL U906(TYP.) 2 2 Hour Fire Rated Wall SCALE: 314"-1'-W NOTES; 1. SEPARATION WALL IN THE ATTIC SPACE PROVIDES 2-HAS. PROTECTION PER UL -U30i 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL41906. 3. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION, H-STUD OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. " DENSGLASS ULTRA SHAFT LINER 3/4" MIN. AIR SPACE ATTIC DETAIL - ADJACENT TO TRUSSES GA ASW 1002 SCALE: 3/4"= 1'4' 2x4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END & 0 LB FELT (SHINGLES) GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED ABOVE AT EACH SIDE OVER PARTY WALL C, LEDGER @ 48" O.C. t��r MAX VERTICALLY NAILED F TO TRUSS WEBS W/ (2) :1 8d (TYP.) NV I tJ: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA ASW 1002. 2, MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 3. R-3 MIN INSULATION PER FBRC (2017 ED) N1102.ABC1.1 2 HR BLOCK D-2 8" CMU WALL W/ #5 BARS VERT. @ 5$" O.C. MAX. MINIMUM REINFORCING LAP = 30" NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE EXTEND BURN CLIPS AS PER FIRE WALL MFG. R30 INSUL. MIN. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. \-GYP. BD. @ CEILING SINGLE COURSE 8" K.O. BLK TIE BM. W/ (1) #5 BAR CONT. - LINTEL SCREEN 1l2"GYP. BD. ON DBL 1x2 FURRING (1 1/2" THK.) VERT. @ 24" O.C. W/ MIN. R-4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO. U905) PLAN FOR MORE INFO. FIN. FLR. ram, r•, r . �r ram• r•, CLEANED COMPACTED jw -f ~• ti & TERMITE TREATED FILL r " 1'-8" x l'-8" CONC. FTG. ti FOR GRADE BEAM W/ (3) #5 BARS. CONT. 1 FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & �-� HAVE #3 TIES @ 48" O.C. f 1 TYPICAL 1 STORY 2-HR. J FIRE RATED PARTY WALL SCALE: 1/2"=V-0" N 0 N M o to I IL %,, S ter J f e,,. Cj * N P-7, ST,*A C= - . (D CJ s r1C� • i c T �.`� 1 I,J.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. 61 9 C J LL 0 3 K3 ao ", Lu 0) c�vLu LL M U. I.L. CL Z 0 ilr tL l6 '� N f0 a O J W ILa r]�jji°r'c' ¢ Q dN Z Do M Z = Q In U Q O U W z N z� z J d Q) I U w V 0 M J 9. E � • O U Z �- g no Qij 8� L _ W m CO Z g� d SQ c C) > dL6 c ` � O L0 / >r r CD O M C r Q T Cr O QO ao T I=-- �"-- CEO N C 0 Q N O G� L0 r e � /0� M : ". E :2N � 0. o JOB NO : 22-01571-01566 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 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 t 2 INCHES (914 t 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 Y2INCHES (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: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I 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/sprinkitjr sgstems including all risers aand spray headds sha I n t be installed wl in 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfpll occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete ry and mortar along the foundation perimeter must be removed beore exterior�°soiYtreatment. 10. FBC-R R318.1.6 - Soil treatment must be ap�plied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R�18,1.6 - An exterior vgrti I chemical banigr•must be installed after construction is complete, including c(aandscaping and imgabon. 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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N 0 ``��0113@ltlil�d, o GCS. < No To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a '" co ik 0 C-, Y o0o LL Edb�! a � LL w cq LL LL Fo Zmg 0 O: 9CZ, tO ow OJ Z LLW MZ co p C1 p v i W = W o00 0 tp z C-4 03 z Q � a 91 0 .S �4 LL (� N w � U >Ln -� O w $ V� U c 0 Q� N Ol r o J w 2 2 O LL E o0 ) n �dR QE u <o cc H E� 52u Sca0 g Z g a rp C ## S6 o ZE ZU) .._r56 J vs, o a a w to W ¢ T LL]W . f = o W 1lo' � zlad ij � =N 0 >� CID O O - 0 r LO t-•- M CO T O Q _ :3 �i Cr V O 00 U) m O d T 04 r- r N CD 0 Q CV O 0 L!) ai CD M W (=)Z z E y v :? c c a v 0 ¢ rj JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wpanels 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 2x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION 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 I I I HOME H C G GARAGE SIDE O O O 5'-0" o STUB -OUT FOR 0 1' -0" 0 9 to GAS METER a Q, 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 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 1/16 code for appropriate details in One 10d box areas=20 of high 1 or-20 sinker lateral load. T nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c ^r �Load bearing walls = � :17 Provide adequate bearing for each lapped joist. Squash block 10d nails (2x4 minimum) SECTION @ INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam KNOCKOUTS) tr_) ALL i MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch id or drill flanges FILL CELLS ,— STD. 900 HOOK BOND BEAM w cr > STD. 900 CONT. #5 BAR I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D'-PLYWOOD FLOOR COLUMN AND :% SHEATHING PER PLAN CONNECTION - 1 TJI TO BE CUT TO ALLOW -J�-" FOR BLOCKING/TJI MASONRY WALL OR 1 1 " INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH — Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. } Small gap „ 2" max. 4 max. - Web Stiffener Fastener Schedule Joist BearingLocation - -� Series Depth End Intermediate ® 9-1/21,_ _ 2-8d 2— d BCI5000s 11-7/8" 2-8d 3- W 2-8d_ — >8d Clinch nails ` -- 9-1/2" 2-8d 2-8d when \ BCI 6000s® 11-7/8"- 2-8d 3-8d possible BCI6500s® 14" 2-8d 5-88d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI 60s 14" 2-8d - 5-8d Tight fit ..----- T 16" 2-8d 6-8d 1 11-7/ " 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16_d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide ir-1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rj 6„ A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN %" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2, TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4, SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap V,-,- Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements d p hJoist o I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 7�. r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM ­'Li • SEE PLAN FOR •• .. • FOUNDATION INFO ' a • d' STEM FOUNDATION GRADE REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • •• (WHEN w/ (18)10d x 1 1/2" — REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE r E . I I%aa PLUMBING LINE PVC OR SCH40 SLEEVE A d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION 4 d � PVC OR SCH40 SLEEVE / r PLUMBING LINE d .q d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 ° d dO' ° dv L °. a MLIE1 SEE FND. PLN. SIZE & REINF. N o_ 0 ,,�tr,sttaarrrfr� M U �. �` • * No . . O� T.. ID 1" ';y 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. V 0) 6o 0 2 LL in-r-32 LL W Wa la U_ a 5 Z 13 �+_i �4 o� i°'° W LNG O �O^jQ' ¢<¢ LL o_ N � to Z W O U OD❑ 0 z z J a E3 z C1c� U � G) OLL, g VLn _ d ra U 0 C c M O° _ z• Q$ l I S 'T o U Z C'4 �L• i Wg m Z � 8. - 3 8 y W aLL =1 c L.n (1) O O — > � 0 T- O LO r � M CoT Q Cr 0 00 T (n s m O Q T CN N CEO C CD tV CO Q t CD tT LO iu M z ' � C a E 8 ¢ o JOB NO : 22-01571-01566 SCALE : AS NOTED SHEET NO. SN1 11 PASCO COUNTY .■� I .,..._ �I. �- -..I. ,it..�..� .. _ .� .__ . � 1�..11..._��_�■� IWlL�'��:J�IiILOIIId�.iIL�l� �i1111Jd.la.,�', ' ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /--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 r, ° SHINGLE ROOF, SHINGLES TO a n. BE IN ACCORDANCE w/ ASTM- - r D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ° 12 ACCORDANCE w/ TABLE ZP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ — RESIDENTIAL ROOF SHEATHING - SEE ION LE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING 01 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT 77777 ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER ----/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT •8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.--/FINISH 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 Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4MA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 04 ' P \ e e e z o � 6 MIL VAPOR > z r BARRIER ; 4 D D • COMP, SOIL. (COMPACTED TO 95% — m MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS 0-H.D. RECESS Z z ,III'=11�IIF� II SEE A/S3 OR J/S6 I - FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 I I 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 2 4 #2 SPF TRUSS POTTM CHORD OR 2x4 02 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /a GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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 x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x li "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS IF EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2-016" PLATE WASHER (TYP.) NOT EXCEEDING 'Ill (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION 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 r 2"'x3/16" 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 O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE A.F.F. @ 24" O.C.) 2" ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS /2" 6 x 6 W1.4 x W1.4 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �` WWF OR FIBERMESH • ELEV. 4-3 1/2" p A.F.F. p , I 2x4 CONT. � U- ° N " , ° — t, �/'tl(min4" " ° ry — r 1/2"(min.)-4" GARAGE DEPTH VARIES r3l/2"(rnill - 4" 31/2" mina - 4' () 42 #5 CONT. „ 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL as STEP as SHEARWALL GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 41 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N Ill FOR ANCHOR BOLT INFO. 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 04 (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS .�,P 2x P.T. PLATE r ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY ;0 I- FIT_III -. - f , I- - Z I NOTE: FOR BEARING WALL I N - rI I r I �I - I W/ UPLIFT ONLY -III III-- I I III I -III III _.III - - II I, I —I - I I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR FIBERMESH �I IIF�1'''-- ll�ll�ll�ll = "Il I II Il II il��•�•'ll�l-" I�IIE=11�I�1e���11�_p��,�,���n 1111 111 u°IlIli ll • • • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" •c O.H.D. RECESS 'o_ I il 11 I�_� h ■■a` I `u ■■ an -- I��lr-all �•�1iu-I,;; I, III II�1111 r� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E��— v r ° Cn " .• 6 MIL VAPOR BARRIER I> > • 0 • "SHEAR WALL" SCALE: 3/4"=V-0" �or• RE�y ems• 2x STUDS @ 16" O/C \ M�N�10 5 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS To FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. Q K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR --�_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy�40kss.i,, FINISH GRADE O0 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy I aQ _ r #5 REINFORCING BAR R 1 7/8' #5 LAP SPLICE • • • • • � • ��II�illi�il • • r • • • • - Ilkll�ll#4ll�i 11�11�11= lllMIL ��ll�l • . SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALM a 4. ' INTERIOR °, 31 /2 4 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 e ib C N r CO) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N r WWF OR FIBERMESH v K S3 ��� _��v ��raiss��ai�v v� oi�v v � . i��ovr►�ri� ' . REINFORCING•1 HO• #6 LAP SPLICE . AR DETAILS rF FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " SEE PLAN FOR TOP OF BEAM (2) HTS20 4 w z zg Cr � w J w o w w U) SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z 0 w Q > w J w o w w to 0'-0" FIN. FLR. RMI 5M -rill 1-1 • '� II�II�IIP.11A11� • SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w C U A . m a p N (2) #5 CONT.— ON 3" CHAIRS 8" 1'-4" (TYP-) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N , WWF OR FIBERMESH �, E r 8- TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS ° CONNECTION INFO & LAYOUT DESIGN — ° SEE ROOF PLAN c — — °'. ' ° a c FOR STRUCTURAL r m rrr m rrT Fy . _ E BEAM SIZE & 4 CONNECTION INFO i _ , T.,.' -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE Ill MASONRY WALL AND 1 w/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. ' VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS It 9 00 GRADE =' FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0LU ;, • �aWLU o U -BRICK PAVERS or SLAB PER w= gj o M • • z • • . QQ ? COMMUNITY SPECS ILL M --- - - --- FOOTING BEYOND PAD REINFORCEMENT SEE 3" MIN. CLEARANCE SCHEDULE • ..4 ;. SEE FOUNDATION ( ) FOOTING WIDTH P. . CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 N 0 e,ttltt111siSe�, o O co No • ". C` •• � r �1'' 1, {-�: n ;' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ftodda 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. FW n S E ` a a m W�MQ� LL a a a MLLU. a Zcl -g E WW �lVG .l0 J 7• ILo a N M Z i¢o y O OU U Zj y W ❑ ❑ ❑ 0 M N z N z z � � C- V I V) z •O o � � c � c ¢ 0 tam) sl r o M "- E o w ° a g° Q o . Wa Wig Z a0 N � �0 z m C Z o ZLL Q b f 41 3 J. g N w� IJ =1 g ISO > L6W� c V 111 o o> — 0 L0 T T a) O M Co r Q r Cr o QO m a O cv r CV O G rT c.6 r ci M E O Z z r- ro E E ?: �o c a U J $ fM J JOB NO : 22-01571-01566 SCALE : AS NOTED SHEET NO. S3M l,L�,'�, Ji11il.+l� rvllllli�il�Y YVvlIi1�W�I�aL.fiGhl.11:.4 lu I�IL�Ila.,.. i (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH - TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND 5(2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x 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 EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ W4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vARIEB 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 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)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING rI- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 WIN" wmmmxmp� • - • 1!:! L III lil ■r !II - - II III ICI I !I -- NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 8811 7111 5811 41" 34" WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. ATERIAL SCRAP MATERIAL— J T O FORM CREATES CONCRETE RECESS TO 2x4 (NO 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 SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :.:,; : •;:� GARAGE FLOOR r TRAVEL DIRECTION OF GARAGE DOOR _ MOUNTING BASE DETAIL SCALE: N.T.S. a a SCALE: N.T.S. 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. 6 3/410"" 31/2"- r� S�c�� O� 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" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR I OAD 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ,) `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a 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. 00 OiQ SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C ZTyTYP.)7p.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.STUD MAX. . O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.U(SEESCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF A8, SPLICE STAGGERED • MAN ATTACH ALL J EXTERIOR STUDS W/(Al16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR — ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /' S / LLIINTEL SP4 SP4 SIMPSON SIMPSON SP4 SP2 I Kill NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) i (5645# SPF) > (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 ROOF TRUSS ABOVE 2X BLOCKING I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (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 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 1 PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o 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. PER BOTTOM o PLATE) oo ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. N 0 a 0 L E '•��•E .` NO �7Fi7p• H •. 'o 'tiS I ,tea �✓ . �% , To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H n co r` a N N d G h y � " a°oo Vi ik LL W �Nr�-v U- ou o I wo o W a co Z d a trf M Z i� N O Z" O U 5 _j (0 W ❑ ❑ ❑ 0 z� d N N N z '15 CD� (1) G_ fp Fj co 1„ m O o VN � a® U re W ._► M ff Eo z• E ° �ra rod° od zU E �� °1 `S w� mo m �2� x z�C H J m b 8 =i aZ W a In W =N OO _I — �+ m � Occ O L1 r T � C T O Q _M �...- O DO m Q T_ r 04 CEO N C O Q N � O cO\ 6 CDM In T E m = O H Z z a E E a v .0 c U � ¢ a JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. IL SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 1 /4 X2 3/4„ TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS5 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) "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) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"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 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4'7 ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO J I I SIMPSON META12 w/ (7)10dxl 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 1063" @ 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 - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36w/(7) SECTION 1 O.C. MAX) w/ MIN. SECTION 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - -- "' X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES tO 00 1 1 � 1/ 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING ID " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 1 Od & (2)1 Od TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE &(2) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ (D = 0.207 , L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=" S5 T 1'-0YPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� OINIMUM 2x ,ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT ..,.......,..,,, ..... , 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vvn r . ��nnnv� GABLE END BRACING_ DETAIL 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 s-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR <r<,T/,-- TITEN TO CMU < 2x4 "T" ON TOP OF PANEL) I I I: `' I BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ f 1� 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g —' SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILi SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT •\— EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.6@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/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.) - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNER JACK C7 Y a_ U 111 Z tY O U HIP FRAMING REFERENCE PLAN E S5 �I 1■�I u� ee NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING WI DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 N 0 ``t��tttts;lsr,r! o (D (' Z.nr.�, / � 1 r'.. `'•'• e aUi /'40 P- 8750 = .,.,R� ��'�09dY�lii'111Lr To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a co C o �!2 # u a a .U.u: a W `� U. �d O = rccoa�w W 00 2rnrn02 Q¢d Z IL a O 2 M Z WC14 Z oo 53co W ❑❑❑ z fl N z 4 0 U Q M J E ao ZO QE O E U 0< �_Q �� 10 zg �� z ) o 3 8 ° ° W0 �o= g co CV O >L6 Cf) O r LO r � O M Co T Q T �.-Cr O 0 50 V/ m CD T � 0 � r N C Q N O O //1 �1/ T Ln �r iLi E � 0 M c Z O E c E c JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. S5 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1^" ^ ^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB I — EXPOSURE 1 x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER II D II 1 SECTION X-X IF NOT FULL HEIGHT SHEET C II II III II JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 1 15/37' OSB F EXPOSURE1 W SHEATHING IIII II SOLID 2x III C III II II II I BLOCKING C ALL C SHEATHING EDGES (SEE III OPENING ECTI N X- III C III x II II �w II 1I1x E _ 2x STUDS w III III II II II BEYOND. f=p SEE PLAN M IIII I I II I �� II II I I IILI LI L II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION g @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 �$ SPACING FOR ADDITIONAL INFORMATION. I �* 3ra^ 112" SINGLE NAIL EDGE SPACING S 1/2" S 1/2" DOUBLE NAIL EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM }6^ SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY". _ OA NAIL AT BASE 2 ROWS a 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS C 4" O.C. w/ 8d COMMON NAIL = Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/8d COMMON NAIL. u=i E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w O w/ 8d COMMON NAIL PLYWOOD SPLICES @ HEADER NAIL SHEATHING TO HEADER rO - F }c d w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. g LL M' @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — NIz w O O MEMBER IF GABLE END - U) LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", SIMPSON LSTA24 STRAP w/ (8)1Old x 1 1/2" B.U.C. AT ALL PANEL LOCATIONS SHALL BEBLOCKI HALBEI MIN 20 #2 FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1 /2 TO BAND SPFTURNEDVERTICALw/7116" ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS $ 10d NAILS TO ( ) FLITCH PLATE TO w! (2) 12d TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. ' 2nd FLOOR WALL BLOCKING FROM B.U.C. TO MASONRY BELOW STUD PER STRAP PLATE TO VERTICAL w/(4) 8d NAILS CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) Bd NAILS @ 3" o.c. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. SYSTEM VFRMAI "I rx Kwn 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION PFLOOR (2020) RESIDENTIAL BAND JOIST INSULATION-— ROOF SHEATHING SEE NOTES: * USE BAFFLE SCHEDULE - [RSH) - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 &EXTEND SIMPSON MSTAM36 rc WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO BOTTOM OF RIM &NAILING SCHED. CHART ON FLOOR @ 24" O.C. S6 PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA 1\SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. 6 1/4" x 2 1/4" TITEN ( ) MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C I ATTACHED WALL SHEATHING TO JOIST AT EA, STUD WALL PER STRAP `s FFp �pl'L CEILING & 8" O/C WALLS (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �N 2-ROWS 12d NAILS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS o.C.,2ROWS 2ND FLOOR FRAME CONNECTIONSTAGGERED rE CONNECTION W/ MSTAM36 rLL @12"O/C EACH FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING @ WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL rn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF /12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR La „ J SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS 0 � O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER (2) 2x HEADER SEE PLAN 2x BOT, PLATE W/ (2)1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD �+ 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 10d L J w LAYER 1/8' THICK. 1 Od NAILS @ INTERIOR HEADER: COMMON @ 6" O/C EDGES AND 12" O.C. FIELD L` s INSULATION PER 8" O/C TYP BOX HEADER (1) 2x SILL PLATE W/ (2) 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W CHART ON FLOOR PLAN ONLY 12d TOENAILS OSB (DRAFTSTOPPING) TO BE NAILED W/8d DOUBLE 2x • EXTERIOR HEADERS: COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT 2x STUDS TYP. HEADERSUPPORT ' PAPER FOR TRUS N0. &STUDS MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS • BARRIER 2x4 RIBBONSF O'�F FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 4.1 1/2"HIGH STRENGTH OR 5/8" GYP WB OR 5/8" R/oA N/NG, SIZE JACKS � BEAM EA END STUDS JACKS STUDS SIMPSON EA END EA END EA END GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C STRAP 1'4 (1) (2) 1 2 (1) LSTA30 CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9' (2) (3 (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 97-16' (3) 3 (2) (3) 1 (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC, KNOCKOUT CONNECTIONS INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED �� TYPICAL T" AND CORNER CHART ON FLOOR PLAN SOLIDW/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE:1 1/2"=l'-0" S6 S6 ARCHITECTURAL c N M 6x6 W1.4xW1.4 WWF OR FIBEF FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT � (L EACH FILL CELL TYPICAL r FINISHP GRADE I����il�ll•°Ili n I�11111111 l 11 - BASEBOARD N TO CUT BLOC R POUR ' [ (3) # 5 REBAR ON 3" CHAIR 1_ 1 •—STD. 90 *HOOK "T (SEE DETAIL) W/3" MIN, CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" O/C FOR THE 1ST 2'-0" OF I i NAILS @ 24" O.C. INTO TRUSS I i END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN, 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR —91 MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE n ITT f i l- SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH in V • • �T �'Q • Tf[ T[T I I I� , �LLrLLLmJ11mLl Ir ' (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" QS6 ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (13302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 F WWF OR FIBERMESH •'• III —III —III II A -1 I I —I � I —III • I --- PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE oQ T- IIII;II 49 (3) # 5 REBAR ON 3" CHAIR JI 4" I V-8" I W/3" MIN. CLEARANCE L 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 N 0 N O O C E ItiJ S�,' -'�'r vG, • F' e * : No £i75U To the best of the Engineer's knowledge, Information and belief, the structural plans and specifiations contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) Ul) h o9�Iu, C5 C _ LL d a LL W rNv a'U643 LLLLL O 2 L '9 F,° g Oa W � 0 m Wrnrngqd�d Z N �O r,Z p V is _j WLL Z 00� 0 z N z � z a N �4 N .5 LL N 0Q) t/) c U W J I~ mf z U Q c ¢ Y N 0 � � M W Z LL E E o =® Q � R OV z I— �8 o N .w4.+% ro 4 q m `s Z 5 ra CDC � �zLL H o a J $� z �Q a W CL w ... OW �s x5 �o c in O > Cn _co 0 O> LO r O M Co r �.. V O 50 ( f� s m O Q T T 04 CO Q N O O � LO r C)M 0 M Z j O E y N ? M a E o ca _j N e c JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. S6 MIN. 2500 PSI CONC, SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER _ MAINTAIN BETWEEN ill AND J" GAP TOP AND / \ \ BOTTOM, GLUED ND / \ NAILED TO STRINGER STRINGER MUST MAKE FULL 2x4 BEHIND RISER / CONTACT WITH LANDING BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ 2x4 DRAFT RISER AND TREADFLO' \ JOIST / TOP / SIMPSON A35 OR 2x8 SYP DRYWALL STOP MUST LSC EACH NOT TOUCH STRINGERS STRINGER 2x SYP CUT TO FIT 1 I rc BEARS IN WALL i ' 2x12 SYP BEARS IN WALL) x4 BLOCKING FOR 2x12I I I 2x4 PT UNDER 2x12 C-- 13/4 x 11 2x6 SYP / 1 1 ROVIDE MOISTURE ' J VL \ PROTECTION LATTACHALL COMPONENTS \ \ 2x4 SYP BLOCKING \ STAIR TO CONC. W/ j" X / 2x4 UNDER STRINGER FOR STRAP \TAPCONS MAX. 32" O.C.2x4 PT NOTCHED INTO STRINGER @ GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / ATTACH ALL COMPONENTS 1x4 GLUED AND LANDING \ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) � OF STAIR TO CONC. W/ J" X NAILED TO STRINGER � 2 J" TAPCONS @MAX. 32" O.C. \ 2x4 CUT ON BEVEL \ � '1 -- — "' DOES NOT BEAR IN D D WALL GLUED TO 2x8 L I < F SECTION VIEW "A" SECTION VIEW "B" G. 1 - - SECTION VIEW "C" SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER / \ SYP FULL CONTACT WITH LANDING / TOP OF STRINGER / TREAD /11 1x4 GLUED AND NAILED TO STRINGER 2x4 UNDER STRINGER GLUED AND \ 2x4 DRAFT NAILED TO LANDING BLOCKING x8 SYP / / STOP p 2x8 SYP DRYWALL STOP 7 2x4 PT NOTC / MUST NOT TOUCH INTO STRINGER ' 2x SYP CUT TO FIT ' ' STRINGERS G H D BEARS IN WALL 2x8 BLOCKING FOR STRAPI I 2x8 SYP 2x12 SYP BEAR I i \ IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35� I 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 1 1x4 blocking BLOCKING2x4 SYP SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR \ FOR STRAP / FLAT STRAP NAILED TO RISER AND LSC EACH (SIMPSON MTS12 w/ THEN WRAPPED AROUND STUD - STRINGER 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) / AND NAILED TO FLOOR WITH GLUE PLAN VIEW 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN SCALE: " = 1'-0" WALL / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD E GLUED & SCREWED TO PLYWOOD DECKING THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON —' OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 \ BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED 2x� I DR FT S P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ t 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE-ArY STRINGER CONTACT POINTS .1 `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx*/GLUED AND NAILED TO STRINGER \ KOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMI N( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 I \ DRYWALL STOP NOT SHOWN FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR \ j STRINGER \< OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND NAILED TO SUPPORT OR 1 X16" LVL SOH3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW A( SCALE: 4" = 1'-0" Lj I PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING .2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = V-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BLII/ 2X STRIN4R OCKING PSON MTSJ2w/ ' 10d x 1 1/2" ►NAILS \2ND OR 2X BLOCKING AD RISK / VARIE ECTION VIEW "H" SCALE: 1" = V-0" 0 M ♦�%% ` * No -• 70750 ' p--a 1.7' .� 4 C� F - p �•. .. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fionds Building Code - ResidenGel 7th Ediflon. Engineers signature and seal is only for the sWctural engineering portions of the drawing pages bearing Engineers signature and seal. coull E CS N ie 04 tJ M � CCi � J U: Q 60M0� u a Y @ LL u. a rn Wi 'R2 '°o¢ a IL N14�.jG. CL Z n p a Z N O U J W ❑❑❑ mI z � ¢� a to z � C9 - N o U its 0 w o ® U Lu J V N 01 J o as 8 ►`° 6 w � o oa so Z g rU of gz NZ N � Q) L wg 6p N� m� C^K C �Y�Z Z J wad � b 8 z WNW U °do r=-r J g � � }� co v " iR aF S � CN 0 dL6 — B M O U1) T Co �- O Q T � � O DO ( f) s m O a T `J O '^ 0 oLO v� t h T ai 0 0 o c E H B m — Q. U -j Q a � JOB NO: 22-01571-01566 SCALE : AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1 4 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO 1x4 �1/2" DRYWALL TO PRODUCT PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 3-1/4" LONG X 3/16" 0 r 1x4 P.T. L FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO 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 n 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. FURRIN( 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 0., nCTA II O i /XII rNCTA II STAGGERED @ 12" O.C. 1-1 /d" I);=TOII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO .) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d 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) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 811 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 DIAAGONAL 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 811 EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK C JE///" L71 t5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 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 (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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT :::' PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4 X 3 2 TAPCONS AT 16 O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" ��j 14- 1 ::::] , / n e ffiW7 b GRADE n CV p M e z r �o • s (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN, (2-STORY) WITH MIN. 3" COVER EA. WAY 100 or SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) fHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS �♦ #5 REBAR (TYP,)0 ,) 1� 10 1� '♦#SID. 90° HOOK (TYP.) 1� FIRST COURSE 1� 1� 1� 1� 2N BOT. PLATE W/ (2)1 Od @ 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) 1/40 1/2" SDS SCREWS INTO BAND JOIST & (4)1AN2 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 -�- 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 t Af— I L 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"0/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4 - 1 0 ( )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." 2x TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 4 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. �FAaO,Ty (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT Y" SEE ELEVATION ' FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ Lq3j L, e- F!111 a 713Ir` ir z O O w I- U 0 FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG-. •e 4. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO #5 BAR �p ► 1-011 •� " CENTERED W/ ► .:' • . All,RK ► IN TOP 4 50 ► d ' KNOCKOUT / iN CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PL AN AND SECTION DETAILS CLEAN FILL .► • DIRT 6 z �• ' STANDARD 4 #5 BAR IN 90' HOOK N FILLED CELL, •. -�� -� �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS 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 t 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 (_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. CV CV O N 1 0 `���e�aaaaaaa�4F A LE6v o `�E, ." No P ` * D. U'. . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is ony for the structural engineering potions of the drawing pages bearing Engineers signature and seal. a ti co E r Cn 8 N r- qk O pOp N LL .J V; W # y W! a x 1 U. ii a O y O ~ W o t• °f W Z CO a Z N co z 0 0 _ N Z OU W �00 z z z (D� z o " - +� raC51 U W in a 0 �rz LU 0! N q J E Zo a Q 0 �i � oa ,-E° O E o4 �� C, Oz M Z L �ga zCO` U " �z 8 4 miCD O �L6 ICU - > I U r� CO r-- O Q T = ' Cr Y O OO C m Q O r N r _ C N N = Q I LF) <6 M r E C)° z z c a E cg a o JOB NO : 22-01571-01566 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY 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 c JOINT ?NSIDE 5) SEALANT FROM 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 ✓E BARRIER & tARILY SECURE WEATHER j� RESISTIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRU)MC 1. Cut, fold up & temporarily secure N resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE �'� WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE V-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT v SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER I Cr a' a W U w w _ Ir ?: w coM A U) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 r� WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER 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 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, t. 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. :131 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied pp g' y g' y g pp FLASHING SELF -ADHERED FLASHING 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 SCORED 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 --.� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER OSE ADHESIVE SHOWN) contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5,Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. a 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 NATU DO NI DRIP ACCE 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 w w w PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS tAL FRAMING tAL SHEATHING )AF PLANE WRB AK WRB 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 N N o `��t116i1t1l��J o ri No 0 - OF 41 (� C 7 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. a H a A E ti o ,8 Nrat 02�_� 0)4 7 W LL W W Q N� n ° - uw a LL y M rn rn uJ LL J_LL au0 Z 19 �1m or r , N WO � W cp 6 Q Q Z L 00 N MZ O O V U = W aao Ur N Z z a N z M CD �(1) 4--J LU U 0 Ln asE - $ I i U M J � a E B E a =® Q E oa Zoe � IZ z (V fag tt� �z C O � o i& z Z J � i7� 5w �a �W W � xG Z< r g3: c CN 0CD N 8, oca LO M CO a T 60 V ' / 2 m O Q HT CN CAD N C:) N 0) �a� �LO M E 0 0 Z Z O E E 2 �' ` n. (U _J Q Cl JOB NO : 22-01571-01566 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gal +112' x +1/2' x 2-12" See Anchor Schedule sops 112e Oia. A325 Cale. (Typ,) g 0 • N 10 Sett D Il ling Screws A/C Unit Bottom Edge Hurricane Strap (Typical: 31n front) Front Cross Support (N%y be cut to W ) Left Bradtlt(16Gauge) e145eN-DrilingScremThruBrackets a Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each sine for hurricane use) Washer / Self-locking Nuts Spea;& inaat6mm trar.wkm air peomnsw wide earl+ Hutmmme Air aocs- .��4-;Asiwd Sod Dooly awYile spa agorae f� lies all. ag1�I% Sack Cross Support (May be cut to W) RIghtBucket (16Gauge) Florida Department of Business & Prafsaaior al Regulation For / at Busting Codes and standards 12116/021 Product Approwl Application Detell "a ImIL*L La! an Ono Fishing Oaa ]ygg yag8gg asoulaseloa Comm enrnara ul 6 vatild.e ter ydwKw &IbMDW IJCAbeS7dl Allannia9 Sash AMnratlen 2020 *man Yens Produdq Inc wohsal Grobam Hermes I. Novo RE. Lase Darden P.E. 12t1814M 12MOM 122N2020 Approved cauaw. Structural components (677)441a308 F&73778 (334)300.1600 SWCMeetrrr• Produde introduced ssa Result of InMasm.dwnleoM Nw Toollnelcgy Carel(nc. Modtod five4a0an Aspen tom. Flo ids R000kmd Alchemist are Licensed Flords Rose siona Stan "a 91MtlOCAtMlnog! AoObeMtlt9Lgag Bpg(ovMfrlW �ggg Oattlm INN &gasLgumdm Catharses itaissmaimulft in Muni! 2ANALMN IBM= 9aamm 1 amedWM Moll e1S40.610 Our F-aln Flood and Vaud bn WrA 12031QU23 Y. Yea NIA 1co11w 2 tellent Mod: F1640611 m Dual Funetln Flood and V4r11.en Wm 122120n Y. Year NM -1001,100 3 amoriVwrt Model 011540.520 naltoted Rood Vent I 2M Yss Yes NM •1001100 4 amvwAModale1540521 m nsulated Flew Vnt 12/312023 Y" Y" NIA .t001tw 5 amadvam Medsl t1540824 1g6gro; Dennis Dor F7md Vent 12/312023 Yes Yes NIA WA 6 Sn1arlVent Model W5401510 Wood Wall lOWlated Flood Vent 12012023 Y" Ya NIA •IODF1oo 7 *mamreM Model en540574 14,66grd: Gangs Doer Flood Vent 12012023 Y. Y" NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application 04011 For i al in4=1 220 Erg& or no am QWmtlm Lai zm XKKN aamdaauoc reboot 7aaagrLAliwau yrldretl mt yaudaea DAM= ENG.AMMA emzana 111141a MMwn 2020 Drekel Maple In.. is" Shurua Zanery R. P6ed Locks DOWN P.E. Gan W2020 08AS11020 OW02020 t0/13=20 Approved Catagay; Roofing iWZ 303.1511 PE-74021 (334) 30D-1800 SuKimigory: Metal Rooting nnurtataQa"mr.com CoWft a Meihoa Evaluation Rapist than A Raid RodWrad Argued or. Lloen"d Florid professional rnglnsmr gg�lydartasa Aaprpaadfor Use ACWWAdfrUn pgarr 2"AM !sea! looduatAeaorlod, c &ut IIMNM1a ao Ineiva Llym ,IMrat Promising 1 Or.sel heeler Reomp ay.taml DMC 1o0NS, DMC 150e5. DMC 1756, DMC 2008, t2Ht2025 Yale No N/A W/-ta0 CNC 5V Florida Department of Business & Professional Regulation Pale 2 d4 Building Codes and Standards 125=22 Product Approval Application Detail IM )()� Manuhcturar CDL"Ao Enniam a License ValNtateo air Validated nl FIND Aoorowl Aooravad aMa* Revision 2020 Therm-Tru Corporeton Stave Jamporson Lyndon F. SdhmM RE Ryan J King, P.E. 04tl&= 12J312020 04222021 OBNBrd021 Approved C"Ally. EKtarler Doom (800) $43.7826 PE-434DO (819) 767.8886 SubCotegolX swinging Exterior Door Aserbta rs yse®Mm personreuu.- COmpllenoe Method: EV rumbe Repodfrom a m Florida Rpistatad Archteot or a Licensed Fla Proressbnal Engineer Prerlue4Nedel. Number a Name QuallivAissustaince Pnedgllg i Approved far LMS AlmreINLOXilee In HVN2 Q imfied Damian �(Q 1 a. Themw7ru FiberCissslc and Snodh-Star Nominal8&i6a;8 Squotlmpeot6quot Opaque 12131= No Year YaA WA Compodla Edge Fberglami. Sigk Door (InavArglOaAawing; X mMgundon1 2 b. Thernla.Tru Fiber -Casale and Smooth -Star Nominal68p3a;68quotlmpacZL-I, Opaque 121312022 No Yea Y44 NIA Composite Edge Fiberbloss Single Door with eldelte(s) Onevangl0ulemong; XO, OXa OXO wnfitur.tions) 3 a Therma-Tm Fiber -passe and Smooth -Star Nominal $am,$ Squatln mat&gnot Opaque 12/312022 No Yea Yss WA Compose No Flborgleu Double Door with or without Satellites 0rtawinalOulaMng: X)(a 000 conations) 4 d. Thamr-Tru FiberClsseic And Smooth -Sass Nominfigual B8a9a,0 &quotimpectliquot Opaque WWI= No Yea Yn WA Composite, Edge Riserglw Single Door (inawirapONaahg; x configuration) 5 rrhe e. Tha-Tru Floor-Cb"c and SmooM•Sar Nominal B6M3a,0 6quotlrrpodSgtlot Opaque 17MI/ 22 No Yes Yes WA Compote Edge FlbergWa 8104le Door with Sidalta(o) (I AnalOuHwirg; XO, OX a OXO wrigurasons) 6 I. Therrnl-Tru Flbw.On6c and Smooth -Star Nominal SSM ;08quotlmpoot6quot Opaque 72llil '2 No Yes Yea WA Composite No Fiberglass Double Door with or vAthout StIall as (InrMngrOutrMng; XXor OXXO comqurations) 7 g. Therm►Tru Fiber-CMsslo And SmOth•Sar NamnM 88M3 ,,8 8quotlrepntSgWo GIAZW 1201/2032 No Yee YM WA Composite Edge Fiberglass Single Door (InawnglOulnvyg; X coMigurabon) a A. Theme-Tru Fiber -Glade and Simad .0or Nominal a&030,8 8quotlmpeef8grat Glazed 12r3li= No Yes Yn WA Composite Edge Fibrglw Single Door with Sidelte(a) onsWrg/Ordawine; XO; W(or OXO confounril 0 1. Therme-Tru Fiber-C4wio and Sr mad -Stay Nominal 86a9P8 8quotlmpactliquot Glazed 12/31/2022 No Yes YM WA composite Edge Fiberpleu Double Door wish or vddrout sideltr 0rlewl,WOu�Mn,: Xx or OXXO oon igura5ona) 10 ). Therm-Tw Flber-Clemse rid Smoom54r Nominal B&IOPO 8quotlmpact8quot Glazed 1213112@i No Yea Yale, WA Composite Edge Fibeglaa Single Door (ImaMnp/OrMwinel X conllguratleh) et k. Therm.Tru FiberClaWc and Smoom.bbr Nominal 88a37pa 08quot:eotagwt Glazed 12/31/Z022 No Yes Yes WA CAmpOte Edge Reergle" Single Door with Sidelbs(1l) aneningAN4lowng; XO, OXor OXO configumtono) 12 I. Therm -I'm Fiber -Classic and SmoM,%, Nominal 6AMO 8quotimpaaMquot Glazed 12/3t2022 No Yes Yale WA Compoeibt Edge Fberglass Double Door with or ,dthoutSideleos onianing/Ouavring: X(a OXXO wnfiguRtione) 13 m Thorm-Tw Fiber -Cams eand Smooth-9Wr Nominal SLIM dquotlmplact quot Glazed Molded 1213i= No Yn Yn WA Open Composite Fxlpa Fibtrglose Single Door (InswlrlgK)Illlwirp; oorh8gura9on) 14 m Themrw-Tty Floor -Classic and SmoaLn-gar Nominal bdS3?8 tlquotlmpatlaquat Glszed Molded 12f31/2022 No Yet Yea WA Open Composite "a Fiberglass ernppIs Door YMn Glazed 8bdod Open Sldelles(s) (InawlrglOuteMng; XO, OX or OXO wMiguradons) 15 0. Therm-Tru Flbef-ClaaMc and Smooth -Star Nominal 891311 &(uotl""eMquot Glazed Molded 12/312022 No Yes Yea WA Open Composite Edge Fiberglw Double Door wan or without Glazed Mddard Open Skleimm, (Inshura ytenatrip; xxr OXXO opirliguraaorw) to p. Tharmo-Tru FlberCtoseic end Smooth•131sr Nominal Baa3P,88quotlmpef8quo; Op.gw 12/3111022 Me Yea Yale WA Compawtt Edge Fbrglaw Single Doo(weh Molded Open Sdefia(s) Onawing/OutaMng: XO, OX or OXO configurations) 17 q. Thernw-Tru Fiber-C4Asek and Smooth.9tar Nomka186MJ0;a &quotlnpoc*uot Opaque 12/91I2022 No Yea Vn WA Com Edps Fibeirolass Double Door with or Dita E YAtho Molded Open Sidah" (InsWngroulrMng; xX or OXXO oxidguratiors) Florida Department of Business & Professional Regulation Par I d i Building Codes and Standards 14RD21 Product Approval Application Detail SiYY EotlMLa[ Loa Lai net, ,dos Bag Tygt yorkami Muluraaxr t9Ned ahoahsraur:«ra yj*w blisaW 1 CAatsstal Agn�lda Sea& RW#4h 2020 POTIrMialrlss Jan. Ro-w* M.mFDad 8CC0-CER MIamFDed SCCO-VAL 1V192020 IDas=20 11242020 Apprised CM.9w. Exterior Dose (941) 466-0/00 (7a6) 31645M tu6C.tagory: Slides Eased. Door Assombtee IrosawsnQpgAnoreine.e Campnrae Method: Cant."" Mel or Using orn . 91W11eAtarao+M AmeM far use Aparaithd err lie (QgSt leas etmra Cnadmaa � In.bm RdddeJli6li helot a m= 9 8066670 (Large Merle Inpad) Vhy1.berg Go. Der 04N1/1021 Y. Y.. Yee WA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,, 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 Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm altu Fiber -Classic and Smooth -Star NON-IMPAC FL20461.1 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2022 ThermaTlau 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 +38.7/-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 12/3112023 D. METAL LOUVERED DRS Curves 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. FUG= D MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F L15353.2 N/A 12/31 /2024 PGT Series 5500 FL261.1 NiA 5126t2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01--75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofilt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B. UNDERLAYMENTS Tamko 15Ib Felt Underla ment FL12328 NIA 6/29/2023 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 RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 WA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F L158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels-. FL1774 NIA 5/2512024 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) APPUCANT SIGNATURE DATE Florida Department of Business&. Professional Regulation pop 1 013 Building Codes and Standards 1r2811022 Product Approval Application Dateli fia09 1:oMMGOt seta Late not,Pandina aft � version Jygay�{y(at %emirs Elwleaer a Ldcenas validated by hubmbm lApseraysed 1 MU Rwwion 2020 Thtrme-Tru Corporation Sane Jasperaon Lyndon F. Schnedt P.E Ryan J. King, P.E. 07/23f7A20 0711220P0 07121)=0 1LV1312020 Approved cotwer EkWbr Doors (tool 84&7828 PE-43409 (813) 78798G6 Sub0mulgery: SWrping Fxtarlor Door A seembles 4asporasnBnurmbu.co Compllanoe Misled: Eveluatlen Report Item a m Florida Rogielereo Amhtnt or a Licensed Fords Professional Engineer $l8. Ptesta9 MedM. Numberbr Nsma !11!rrrea-TNFber-Clessic Product Damrlpndn mullprdllLmosl OOrieaSt ExbirlasRl Aaaa3mgZatShis, Apamruea Data In HVHZ Outside HVHZ L4Ngt RaelrtrM Gmag Janswn 1 and Smooth -Star Nominal 6MIW,88quotimpectl4quat Opaque IV31 Y2m Yes Yes Yes WA Compoite Edge Fiberglom Single Door (Im»Jng/Owing; X configuration) 2 b, Therno-Tru Mber-CWec and SmooM•Stor Nominal$&M, 68qudtlmpaa8quot Opaque 12f31r= Vas Yn Yea WA Composite Edge Flberalon Single Door w@h Sidelte(s) OnewinglOutowng; X0, OX or OXO connguredony 3 0, Therms-Tw Fiber -Clerk and Smooth -Star Nominal Sdagg;0 aquotlmpact8quar, Opaque Ini/21W Yes Yes Yale WA Compastta Edge Fiberglaw Double Door with or wetlout SdalNas (IneMrglOutrMng; xX or Oxxo coMlgurrons) 4 d. Therms -TN Flb&,Cark and Smooth -Star Nom:na156013RO aquctlmpact6quot Opaque 12J31 am Vas Yes Yed WA Composite Edge F)berglpss Single Door - X 5 e. Tharme-Tw Fibwr •Cisc and Smooth4h f NOFwitgl�0u O ;flpuratior� 6q mpaad:6quot Opaque 1213i12f122 Yes Vn Yee WA Campot� Edge Fiberglass Single Door with 9tloll O OEObewingroa, n,, X0, OX or OXO conngurations) 6 f. Thermo-Tru FlberZisaak and SmoothSter Nominal S8e3B;0 8quotlmpsct6quot Opaquo 17012022 Yee Yes Yee WA Compote Edge Fiberglass Double Door with or without SdalIW ('AmmmglDiitawi"a, XX or OXXO configuration.) 7 g. The ma.Tru FlOor-Clee4k and Smoom-Star Nominal Saat6D6 8quotlmpaCBquot Glazad 12131r= Yea Yoe Yea WA Composite, Edge Fiberglass Single Door (InewindOutswing• Xcontguration) 8 K Therms-Tru Flber•Cbuso and Smooth -bar Nominal a&MS Squatimput8quok Glued 12131= Yea Yes Yee WA Compoite Edge Flberglew Single Door YA*1 Sidalte(s) ornwingF0ulatMnp; XO, OX or OXO conngurrillom) a iTh.rme-Tru Fiber-CWlcond Smooth•Sbr Nominal 8 411M.8 louotlmpaaAquot Glazed 1213112D22 Ysa yet Yes WA Composite Edge Fiberglass Double DOW with or without abates (IMM(rglOutaMnp; XX or OXXO abrAgura6ons) 10 J. Therma-Tru Fiber -Cleric and Smooth -Star Nominal 8030.0 Aquatlmpwt8quot Glazed 1213iaw Yr Ye. Yoe WA Composite Edge Fiberglas Single Door (Inawing/OuWvirg; X wrhrigur.tion) 11 It. Thrma•Ttu Fbr-Clralo and Smooth•Sar Nominal 688 08quotlmped6qurq Glezed 12/31l2022 Y.a Yas Yss WA Composite Edge Flbarglar Single Door Win adalta(s) onswinwoutaMng; XO. OX or OXO configurations) 12 I. Thamw-Tru Fibw.CYRdc and Smooth-Sme Nominal 886W,08quaimpad ilwat Glazed 12/31 r= Yes, Yes Ye; WA Composite Edge Fiberglea Double Door with or wdtllout 9dsieN (IrwwingfOutewtrg: XX or WOOD configuraoons) 13 m. ThermwTru Fibr-Car le and SmooM-Star Nominal 68e3D68quctlmpaC6quot;Opaque 12131 R022 Yes, Yea Y04 WA Compote Edge Fiberglass Setg:s Door with souatNaA,114C quot 8ldaI1*6) al' (Invith14 o, nThrma-TN Flbar-C:oaslo and SnlalluSter orminai 6160MI8qqualmONorore'qOXO NOpquUal.) Itagr3e 11/312022 Yea Yoe Yn WA Comparta Edge Fiberglass Double Dow vAh 8guothlortlmit d6quot: Sdelts(In"nyOutsWng; OXXO oon6gurrion) 15 0. Therms-Tru Fiber -Classic and Smooth-Str Nominal 886'D 6quatlmpaddquot, Opaque 1701 QM Yea Yes Yee WA Composite Edge Flbergtass Single Door vAth 8quot,Non•InpaadpuaI sds iza) onwNrelOUM+ire; XO, OX or OXD configurations) 16 p. Thrmis-Tru Rbr-Clrsk and Srmoth•Sar Nomins188t3D;0 Bquotlmpea&quat Opaque 17J3120Z2 Yea Yn Yoe WA Composite Edge Fiberglass Double Door YAIA SquatNoMmlud6quot SdelMr (Immung/OutaW erg; OXXO oonfiguretion) 17 q,Thenal-Tru Raw-Cleeelo and Smooth•Slar Nominal S8a3Q88quatNon-Impsdaqual; Opaque 12131/= Y.. Yes No WA Composite Edge Fiberglass Single Door OnsYAnglOutawiro; XooMclura6on) 16 r. Thorme-Tru Fber•Classio and Smooth -Star Nominal 0"Wi8 8quothlon-Impeot8quot Opaque 1212liam Yes Yos No WA Composite Edge Fiberglar Single Door with SOMIa(N OrwwinglOutawtng; XO, OX or OXO we urail 1g aThermo-Tru FberClasalo and Smoot -Sur Nomms108M3g;88quotNon4mpaotAI Opaque 121312022 Yn Yes No WA Compote Edge Flberglass Double Door will at Wthout Sdtlas (IrawinWOuteMng; XX or OXXO COMngurobony 2D tThermal-% FiberJgasaic and Smooth -Star Nominal 88R3B;08quotNon-Impad&quot Opaque 12/31/2022 Yes Yes No WA Vompoite Edge Fiberglas Single Door (InemirglWa»ing; X wrifigurrhon) 21 u.Therms-Tit+ Flbr•Clusic and Smooth -Star Nominal 8&t39,06quot.Non-Impsd6quot Opaque 12012022 Yes Yea No WA Compoata Edge Fiberglass Sings Door with SAM111I (sl Oriswingtoub;4ng; X0, OX or OXO omrl 22 v. Thsnra-Tru FibsCl.Awc and Smcod,41bor SSAW;0 ag pOr 12I31/2022 Va Yea No ova rglass Double Door wi Compoane Eagle Flbatgla" Double Odor winor without Sdalitas gr*MnwVurdng; X(or O)0(O configurations) 23 tax Therme•Tm Fiber-Clasak and SrnoothStr Nominal 58A30t.8 8quotNon•Irnpmd&quo1; Glued 1213ir= Yes Yes No NIA Composite Edge Fiberglass 8ngls Door OmehinpA�uftntft X oWgurlmn) 24 A. Thema•Tru Fiter•Classel and Smooth -Star Nominal 6BMA Iliquotmbnlmpad&quo; Glazed 12612022 Yas Yale No WA Composta Edge Stlarglor SZFgO Door with Srdeila(s) 0mnglOutewing; XO, OX or OXO coMlgurallone) 25 y.Thermo Tru Fiber-ClaWC and Smoalh.Star Nominal B&M.'g 8quot.Nom1""Ocaquo; Glazed 12f312022 Yea Yea No NIA Compoeita Edge Filwglass Double Door Wm or Mthout Srelnn (Irwmrq/out"ng; xx a OXXO wnfgurationo) 26 z. Tharma-Tru Fiber-Cleseie one Smooth-Sb r Nominal $&*W;O Siquothlon•urpeal8quat Glued 12/312022 Yn Vn No WA Composite Edge Flberpla to Single Door (I aoirglOuavirg, X omroumtm) 27 zo. Themes Tru Flow Classic and Smooth -Star Nominal SUM.,08quatNon Irrp"Ilquo; Giuod 121312022 Yes Yes No WA Composite Edge Fbrgla" SkVla Door with Sdsib(a) onewlrQ/OL4VMng; XO. OX a OXO wrltz, Ong) 28 A TtleYms•Tm FberClasslo and Smooth -Star Nominal 88M3:08quot,NomImps1&quot Glued 121J1Yi(122 Yea Yea No NIA CAmpbeRa Edge Flberpiaas ooubIs Door wait or vAthout Sdalkss (IrawirgldlbwiA.. X(orOXXO Configurations) Florida Department of Business & Professional Regulation wo,1 of Building Codes and Standards Ad7D1, Product Approval Application Detail asdt Entity or Oat am beepauam Alt lYA Ylmwa nano= tamifd RaUNKA.UlwO{! X99im at Y2laaaa aMmma 1AcAon3 Asa®dd ALMrc Re.00. 20" MI W ftdeaa And Doors Brent 8KlngeY Luis Roberto Lamas Steven M thin. PE 100082020 101082020 141/I02020 121151Y070 APreued Crogory: Exterior Doan (1`17) 300.3300 PE112314 (TM317$154 SACN"oW. SNdbg ExWk r Doer Aa.iY $ bdahgwel.nni a Complaints Ma1ha - Equat n Raw tea a Floass Rapieeane Ar hnsin Or a Umaad Florida RalenbiY Elpiner t�l Aorovedfor U2 Amend to Use orgasm LlaaD sea LrmYMI D iaD nmct Iai00fi out"tiymz aussi s Pmmm 1 6ERIE8420ALUMINUM 8GD SERIES 420 ALU MINUAs SOD OXO 120112024 No Yee No WA 1463146quotx806.qud; NON -REINFORCE) 2 SSRISS 420ALUMRJUMSGD SERIES 420 ALUMINUM SOD OX XO.XX 1202IN024 No Ya No NIA S"Il.draUquot NON-RMNFORCSO 3 SERIES 420 ALUMINUM SGD REINFORCED stares 420ALUMMUM3GO RBINFORCEO OXO 12012024 No Y" Ne WA 145.314lq.ol:xWML. t: 4 SERIES 420ALUMINUM 800 REINFORCED SERIES 420ALUMINUMOOD REINFORCED OK 17/312024 No Yea No WA X0. XXOSILqudo miluo1: 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42CALUMINUMSOD REINFORCEDXXX 1X3112024 No Y. No N/A 143aguet:066wal; Florida Department of Business & Professional Regulation ►art tit Building Codes and Standards / a202I Product Approval Application Detail %sea aMYbt�t am am 21021"M am irraa *rWan alGloa= SdOtia am Milo rinse Ifalrereda Ywmw ablield FOCArrovei Annenid am R"Man 2D20 Wares-Detn-I dMden OfOvem..d Door Door. Kamen John E. east" Jeffrey P. Arneson. P.B. 101122D20 Dor"20 10=020 12/16)2020 AWO"d CrpOMbn (33D)7638121 PE31737 (/04)021.5200 calsary-- law. Doan dkom:shQwayne-daacn.c tibCd.teg! 54nenei liXterlor Deer AaMrMli" am Canadian"Nr Method: auam n Report itea FWdo RSSltteredAlnr4c1 r a Umsed Flnda Prdesslonr Engineer SlimLlMYr�S AQk-awed,far LY AnsusnodfiLY twm QINM alai Mcd@L Weaker or Nam tea&) fra&tffilae[MI4tilMtt 10tilalt oubed.HyMZ laWaOl. lmmure 3 a000a10005200411103 UM: Mo. M. 14ad36: Ma hAlphl. Gtedna i2/3111023 No Yea Yee -31.ONL35.00 AYMIAble In top Of Iniimedlsio "din. 10 800011110o*2DDo1123 'SHIM Mors wNp1. 146030. MAX height. Ge7Jns 12/312023 NO Yes Yes .30.00133.80 avollable in toll a Intermediate todlon. 11 8OW410042DO 01124 ISSM: Max Mdh 14ae3e Max begm, oohs i2lVIM3 No Yes Ya -34.4036.30 anstable in to or hrlmledbte s,dien. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detell ores Or mma AQWM [iUl Rew,inn 2020 Cumss01w1anotAADO. Inc. Tern Racy UL LLD Ceegdy. Elaoda Doom I841) 494-2813 "Cato pry: Eominr Dw Canponem. an.rtoli sss.bloy..0 Cotplhnft Method CaNMsalln Milk ter Lledng m AMA aamOL2ttkGdwu 1 007, 76T, T2T. T47, 76i. 7fl, and ear Simple end Psas as Flush. plased, and Use wod angle And pairs or Dora hallow motal door. pop 1 Oil tAIMI an an >o enam But Xildib d sir t(imm awmwm EwLaIR731ML 8Qamm mma Trey Wrap. P.E. 121102020 12A72020 172V2020 Appraad (as4) to-o"o . LMdMLAI WAM Amraleadfrlit ANKIIYW LUE bm RLtm 1=12025 Y. Yet To. WA Florida Department of Business & Professional Regulation Forge 1 e12 Buikgng Codes and Standards 1arm2, Product Approval Application Detall Cris Mgr Oq(a, 4 Dist. Frhnw mm ygdgg rass Yrldrrl ter xe m ib� FaC A-,fW dawam Bad ReNNn 2020 MI VAndOwro antl Domowl BMlnpr AmMden Aldlemiaauel aeon M. Ural), PE 11l172020 11n72020 1127/2020 Appfaved Comaw."Inlim t71 T)385.3300 Monulmore' Asmdatlon 4717)317.6454 t16C214901r: Single Hung beinprQmwtl.00m compllrleanamed: Crdkesm Mink r Lasng Aw herarr Moll taasbr or 11Ame Product,DN"Madw Congress litailrallon Dart 1, kivHz 2 te5 &I 52M FINFInat Frame IG18G Simple Hog 10/062023 No Yes No .601-60 Lamineted all.. -S--e N N Cu 0 � 2) a O 2 co 0 -p a_ Cn C CZ C O O Cal l.L _ p > M W L 0 Ya/ �CL .= ISO VJ 8_ Q Q Z Z W J Cn E z Cn CU ICU O :L CL O CL -fammall' O L W CV W L- H O LC W C^=' W z a J a SHEET NO. PA 1,0. Florida Department of Business& Professional Regulation pig. aar9 Building Codes and Standards 1262022 Product Approval Application Dirtall itP3� EMIW or 2dt gals Da6.Psndina 20 I1.t Version lbaa aggi 0L 20= EaawmLALlgm Validated By &YamlW FSC &mrovN A1alBrag Amu Rarhbn 2020 Therm►Tm Corporation flows Josperaan Lyndon F Sh.;c, P. E Ryan J, King P. E. 10707rml =16=1 10ms2021 IW82021 Apprevad Catpoy: "nor Door (800) 643.762e PE-43400 (813) 707. 6% subC$Ogor. : Svkong Use a Door Assemblies e)6oper9ahQ�ltharmtruco compliance Mental: C-YaluMion Raaat hold e m Fiords Reglatwod Architect or a Llosnssd Florida RdesskvW Engineer . '.... .. lLYklYV1R?RMdrois aulu�,ceuYualrs AiDDID.O,AXM Ap°re l ale Use � �l! ModN. NumMroram In Whiz ubltli Nvia L��is�aTW FMNNPJQ 1 a Themlg-Tru Fiber-Clssb end Smooth -Star Nominal deNW.,8 Squo0ondmpad8ouoc Opaque 12131/2022 No Yes No WA Composite, Edge FlbmWm Singie Door (Ins nipubAl4ng:Xconfiguration) 2 b. Themta-Tru FlWr•Ciwb and Smooth -Star Nominal $&Ml7 .$ aquckNon•InpootaquoC Opaque 12/81/2022 No Yas No WA Composite Edge Fiberglass Single Door with 9fdNb(a on$wingrO malmi g; XO, OX a OXO conligu above) 3 aTherma-Tru Fbr.CTeselo and Snowtn.SMr Nominal a&M:$SquatNort-in"d&quat Opaque 121311= No Yes NO WA Flbm"m Composite Edge couple Door with or vMout $"me (ImrMryOutmMmg: XXor O)O(O oadqursMons) 4 d. ThemmwTru Rbor-Classic and Smcod -Ster Nominal 74a130,0 SgatNon-Impaol&quot Opaque 12MV2032 No Yee No WA Compost Edge Fiberglass Single Dow (InsvonWOutswing; X configuration) 5 a Thermo-Tra Fiber-CIwIC and Smooh-Shr Nominal Tad13Y,0 aqumNon-Impadaquot Opaque 12r81/2022 No Yes No WA Compost Edge Fiberglass'Wale Dow with adellil Onswrio(Outmellg; XO. OX or OXO oadipum#cm) a I. Themm-Tru Flbr-CMWc a10 Snloolh-Star Nominal 8se3QO&quotNonlmpadaqu:c Opaque 12/8112022 No Yes No NIA Compost Edge Fiberglass Single Door amsr4ny0utawhp; X configuration) 7 g. ThemltTru Flber-Closso and Smooal-eter Nominal 8aMb0;0a4uotNon•Impedaqucat, Opaque 12/3112022 No Yet No NIA Compalb Edge Fiberglass Single Door with Sidelihil OnswriSi utmo imp; )OD, OX or OXO 8 h. Therms-Tru FNasr-Clssolo and Smooth -Star cal uralkahs) Nominal 66e3P0 &quotNon-Impeaaquet; Opaque 12/392022 No Yes No NIA Composite Edge Flealoar Double Door Wth or vdUhai Stee1Bee (ift" glOuwmmw. XX or OXxo contgureaons) 0 L Therrrm-Tru FiberCalealoamd Smooth-Str Nominal O&OWS&quctNon-Impaoi6qua: Glazed imir2002 No Yes No NIA Compost Edge Fiberglass Single Door OnownWOspr/ne;. X configuration) 10 1• Therm -Tow FleerClasalC end Smooth -Star Nominal .8&a89;a&quotNon-Impsct&quct.Glazed 121310022 No Yp No NIA Conpoalte Edge Flbwglaa Stegte Odor Win 11 k Therms-Tru Fber-C*mio and emhooth•8ter 12 L Thermo-Tru Fiber-Gawo and Snpoth-Seer T3 m. Th irmill Fiber-Cllroicand Smoaith4gor 14 In. Tharms.Tru Fiber•CMaa end Smo01h-6tor 15 aTherds-Tru FiWr-Caleb and. Smoath-Shr 16 p. Thermw rru Flbw-Comic and Smooth-etor 17 Q. Therms-Tru Fiber-CMMb and Smooth-ShN 1B I. Therm-Tru FlberClasoie and Smooth -Star 1g a Therm-Tru Filler-Claosio and Smooth -Star 20 L Therms-Tru Rbor-Cleat and Smooh-Sher 21 U. Thamp-Tnl Flew-CMab and Snodh-Scar 22 v. Therrtm-Tmu F ter Clahsio and Smooth -Star 23 w. Thernla-Tru FlberClasolo and &roctrSW 24 x ThamnrTfu Flow-Clotak and 8l *0 81sr 25 y.Thorne-Tn FgwLlosslcand Smoothaff 20 s.Therm-Tn Flbor-Claosk and Snicarth-Star 27 am. Thwma-Tru FiWr-Closband S, Sood tr 20 2b. Therm-Tru Fiber-Clasak and 5 rooal-Star 20 zc. Themse-Tru Fiber -Classic and Sn00 -Star 30 zd. Therms-Tnd Fiber-Osssk and SmoothJStmr 31 n. Thermm.Tru Flbw•Ganlc and Smmal•Swr SIdel l (InskiWVK UMwtnq; XO, OX or OXO aon8gursdons) Nomtr186e38:8ScnotNon•ImpaoSquot Glazed Companies Edge Fibwalsss Double Door With or Without Skl6hteo (InawingrouhMinq;. XX or OXXO mnIqquuradons) NantY178e3o;0aquotNommpad6quot Gleamed COmpsoft Edge Fiberglas Single Door (InowMglOubsw4lp; X aonliquration) Nominal 7111J930;0&quothlalh-Impaol&quot Dteeed Compost Edge Flborglass SnyIo Door With Sdelke(s) OnsWrgl'Outee4ng; 2, OX or OXO conNpursaons) Nomttml SaWA-034ueclAiNimpad&quat Glazed Companies, Edge Merpities single Door onewmploutev/tg: X contgunboh) Ndmhel 0&p3P;0aauotNon•ImpaKaMquot Okazaki Composite Edge Fiberglass Single Door Wash Sidelge(s) OrteMrpA0.aeMnP. 7W, OX Or OXO oon8puntloM) Nomku18 ):C&quotNo irnpwt&gat 6uucW CanpnOg Edge FIb6rgMss Double Door Wan or w4t10u1 Midelo es OneMdg/Ou4Mng; XX or OXXO corieessmot anti NomNel88Mg8;b&quokNon-Impwtdquut; Opaque Compoelh Edge Flbarytess Singte Door vAN Trmfom (IneyhingKXssWing; O/Xcodlg iratlon) NomknY 86M8B;8 &quotNon-ImpeoaBquot,, Opaque Campadte East Fiberglass Single Door vMh Brdoldo(s) end Tnaord (IrlewinglO.teWrhg; CIXO, o/ox or O/OXO e:OMours" Nominal a6At9Pe16qu4tNon•Inpsd6quot Opaque Composite Edge Fiberglass Ogle. 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Acting (400)760.3411 Pr-nioe (964)7n-0234 GLWANeerr. mammas alalias maaA@par.oim C"Narra MMhco: ElAMUSHm Repot Ran 6 Flood* RnisteredAratn t or a Uoensed Flood@ Prortsslamal emonow Altlat AdaeendINUms Awrovedfar U" mash gagm dust has&t aarLtlm CadMdarrdlaoAme 1.MvHZ oubbbip" RnYled P-, 1 OAP Asphalt Rodahlgin Fibwe4ss nla1Vad 3411. lawnsled. 5-tab and 12116=7 No Y45 NA MIA h ofthop sighed shinslM Florida Deparbnerd of Business & Professional Regulation Building Codes and Sanderw Product Approval Application Dealt Pegs l a l 1141=1 - 2" an Oft er go Mae version 1@QI�I(m catMd a&,Innaew &uw VYMebd IV t PIC A -rod PODMV§d imm Ransom 2020 Floods Maw Products Inc. Clark James James L. Ikudttr, P.E@ 241an M. Ur". PE 09272020 0905=20 10JM02D 12M WA20 Appraised cattpMy: ROsme (904)7634 O COUCH amencomg (717)31741454 SraCatagarlr Raising AeoMeonom that an an dan@emmnootom P&31242 smmyN Pan athe Reding Systems Co mpllarea Mmlhod: evaluation Roped hen a Flied. Raglet."Alehned a. Ual nded Rod" Professional ingnser AmandINUM Approved far Usis Flo Qualliguoidit P-, 33 3- L4MC&QM:RRV1100 Rules WrOluld: bAaaAw4k/Jumlkpm A" iV4mNadd e lX padded rosin llOMated 12/3� b�t yet a MIA from OAW Aluminum Florida Department of Business,& Profassioral Regulation PAN I at 1 Building Cods and Standards I/J62022 Product Approval Application Detail Lin vmwal m,outacbm 22= comaYLidium YAWRia m 3WWADD fjyfrogA( FMAeonpl Approved AM" RPrisial 202p AN American Shutters and Oaee Mks BerbMri Fronk L. San nordo, P.E Troy Bolivia. P.E. 10=020 /0/101202g 1110812D20 IWIS 10 Approrad CatpOry. Shuthera (581) 712-gew PE404*40 (064) 047-OM SubCgbgely: Bonn panels mikob®dMmarbamhuRe lbmpluna Msthed: Erslhadien Report from 6 record Florida Registered Architect or a Licensed Florida Pidniianl Engineer ._ liyg ympgg Approved for Use land 2nian AKA PrgdugtModol, Number orNome product game Dab In,HVM Oirtow HVHZ Ralidn" CSWYt4 I 249a Galvanized Steel Sb rm Panels 2494 GohvOrRad Steel Sterm Panels 12312072 Yoe Yet Yes WA Florde Deparbnerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Deail Pegaldl W14rA21 20au Dam Peruffinal � BAR YWAM aammmwm god" BNR MKALMM YrWrW4k gwom DAMON FJC.Am®Il Aromas Am& Ransil. 2020 weytnulaum Rob BUdom lee Evaluamm SorWA. LLC Ilan Lohnor, P.E. 020=21 101112020 07AY7021 Appraad Cotegwy: stimaxeal Components 1263)s244479 (Me) 839.3130 tWCaleg0l1r. EnpaHred Urd*r aced BeldaAiaeviddhe Carpllmce 04anddl elmovaln Report *am a .-cam, ;... Produd EWU~ ohdty '. AMA ,. . • h tlMlm. `.: S:oBsariprlMtionare a �Jla 2JlaW Hyn afllram FAmra 1 aforesaid LVL LmMnatedVeneer Lumber 03/31am No Yes NIA WA 2 Pardiem PSL Ponialalrand Lunler 03B1=S No Yee NA WA 3 TlmborMcd LSL Laminated! Strand Lumber 03MI=3 W Yee NIA WA 4 TJ Non amid Structural CoI1pOKY Lumber or oriented Stra1M g3/312023 No Yes WA NA board ram Bean S Wryerhsauew Rom Bard Oriented Strand Sard RM board ONJtr3022 No Yes NIA WA N cn M 2 es.+ U Z 0 O M 0 "a 'rho .� i 0 2 pa C 0 � 0 Use. .Cn Cn iE -0 O U 0 Q CU „0 .� �' in m.lesesses z z W J E Z cn C-0 ICU > Las > CD - o Case Q U O 0 W ♦V arr.lamw O L w� a z J z Q J SHEET NO. PA 1.1� L �ilslllYillli�IIIWYI11111JUL .a.l-; LA d JI��■IW�I�IiVa;�i�tr :: u ,.. -, Simpson Strong -Tie 20M FBC Approved Products Updated 12/30l2020 For direct Inks to sit SST approvals Isted Mow, CLICK HERE For additional Infomwdon regarding Honda's atelewide Product Approval System and Mami-Dade County Home or Acceptance (NOA), CLICK MERE. FL#23.i6-R7 i Product Modal. Number or Nema Product Description 1 TUNS in so Steel Concrete 6 Masonry Screw (TTN-SS) 114" diameter Titan stainless steal masonry screw FLa95WRa jaiProduct Model. Number or Name Product Description 1 SDI D112DOB Outdoor Accents Connector Screw 2 SD9112. SO9212, S010112. SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP TlrnberCF Screw SDCF221134, SDCF221334, SDCF271958, SDCF2723M 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP TimberCP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112; SDS25134, SDS25200, SDS25212, SDS25300, 608263112, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500. SDS25800, SOS25800 8 SD625112SS, SDS2520086, SDS25212SS, S082530OSS: SDS25312SS Strong -Drive BIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-Rif fig,;[ Product Model. Num bar or Name Product Dissertation 1 ATR318, ATR11Z ATR5/8, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD", ATUDi 4,ATUD14-2 Aluminum Take -Up Device 3 BP318.2, BPI12, BPI/2-3, BP5/S-Z 813518-3, BP314, 8P314.3, BMTU03.4 Bearing Plates 4 CNW3/8, CNW1/2, CNW5/8, CMN3/4, CNW5/8.1/2, CNW3/4-&8 Coupler Nuts 5 CTUD55, CTUDe6, CTUDW, CTUD76, CTUO78, CTUD77, CTUD87. CTUD68, CTUD97, Coupling Take -Up Device CTUDOS, CTUDOO 6 N3,144, N5, N6 Heavy Hex Nub 7 RTUD3, RTUD313, RTUD4, RTUD4B, RTUDS, RTUDS, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Tska-Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tladown System 12 URS5 SM" Uplift Rod Run Tiedown System 13 URS6 314" Uplift Rod Run Tiedown System FLia10441-RO laf Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDCIO= Hold-down 3 HDQ8, HH0011, HHDO14 Hold-down 4 HOU2, HOU4, HDUS, HDU8, HOU11, HOU14 Hold-down 6 HPA28, HPA35 Strap-styls purlln anchor 8 LSTHDB, LSTH06RJ Strap-atyle hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlln anchor 9 PA 18, PA23, PA2e. PA35, PA51, PASS Strapstyis purlin anchor 10 PAI18, PAI23, PAI28, PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap-otyle hold-down 12 STHD14. STHDi 4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approves listed below, CLICK HERE For additional information regarding Florida's Stalswide Product Approval System and Mami-0eds County Notice of Acceptance (NON• MUM 21 LB series hangers Top flange hangers available in width of 1.9118" and heights ranging from 5.W'to 15-1 V. 22 LBAZ servos hangers Top flange hangers available In width of 1.9/18" and heights ranging from 0-31`18" to 13-118". 23 LEG3, LEG5, LEG7 settles hangers Top flange hangers available in widths ranging from 3-114" to 0- 7/8" and heights ranging from 9" to 3XV21 24 MEG5, MEG7 aeries hangers Top flange hangers available In widthe ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1/2'. 25 MIT series hangers Top flange hangers available in widths ranging from 1.9116" te 5- iiS" and heights ranging from 9-1/4" to 24" 28 PF, PFB, PFDS, PFDS8 series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 3.3/8" to 7.118". 27 RR Ridge rafter connector 26 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7. 118" and heights ranging Q-1/4" to 32". FL010860-R8 AKI �oduct Modal. Num hero( Nama 1 ABA44. ABA44R, ASA48, ABA48R, ASAl16, ABABBR 2 ASU44; ABU44R, ABU46, ABILI ABU5.5, ABU54 ASU85, ABU68, ABU66R, ABU88, ABU88R, ASU1010, A911.11010R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWWRZ, ABW7.7 4 AC4, A04R, ACE4, ACB, AC8R, ACES 5 BC4, BC46, BC4R, SC6, BC6R, BCB, BC62.2/4, BC82-34 8 C844, CB48, CB48, CB68, CB88 7 C8SO44-SDS2, CBS046-SDS2, CBS086-SDS2, CBSQaO-SDS$ CBSQ8&SDS2 8 CC. EOC, EOCU Series 9 CCQ-3DS2.5, ECCQSDSZ5Series 10 CPT44Z, CPT86Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPBW 12 EPS4Z 13 LCB44, LCSB 14 LPC4Z,LPCBZ 15 MP844Z, MP888Z, MP888Z 16 PB44, P844R, PM, PB88, P886R 17 PBS44A,PBS48.PSSB8 18 PBVB, PBV10 19 PC44.18, PC46.16, PC48-18: PC64.18, PC86.16, EPC44-18, EPC48-18, EPC48-18, EP08416, EPC86-18 20 PC4Z; PC4R7, P(%Z, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EP08RZ, EPCSZ, EPCSRZ 21 PPB44-4Z, PPS"-6Z 22 RPBZ FL#1g966-R5 J'iltil Product Wdol. Hum bar or Name 1 FJA, FSA 2 FRFP 3 GH48-8, 0114&8, GH48-6, GH48.8, OH410.6, GH410-8, GH8&8, GH6&8, GH68.6, GH6& 8, GH810.6, GH610.8 4 GLBSA, GLB6B, GLBSC, GLB5D, GLVA, GLB7B, GLB7C, OLB70 5 GLST512, GBLT812, GLBT518, GBLT618, GLST520, GBLT620 6 HGLBA,HGLBB,HGLBC.HGLBD 7 HGT-2, HGT3, HOT-4 8 UFP10-SDS3 9 URFP Product ltsacriptipn Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bikes Bolted column cape with W1 ranging from 31J4" to 9.1t2" and W2 ranging from 3-WO" to 7-1/2" Screwed column caps with W1 ranging from 3.1 /4" to 9.1/2' and W2 ranging from 3-518" to 7.1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embodded Column Base Light Post Cap Moment Post Base Embedded Pat Base Embedded Post Base Round Pat Be" Pat Cap Post Cap Post Base Retrofit Pat Bass Product Descrictlan Foundation Anchor Flat Ratio t Foundation Plate Girder Hanger Glulam Bearing Plate Giulam Bearing Plate Heavy Glulam Bearing Platte Heavy GirderTledovm Universe I Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12r81N2020 amFor direct Inks to all SST approvals toted below, SUGN HERE For additional Information regarding Florida's &alewlde Product Approval System and MOM4Jede County Ndge of Acceptance (NOA), CLICK HERE, FL1N0446-RE JI Product Modal- Number or Name Product Description 1 A21, A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP844, AP844R, APVB66, APB86R, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases APV844R,APVB88;APVB66R,APVB88,APVB88R,APVB1010,APVB101DR 4 APDJT2.4, APDJT2R-4, APDJT2-8, APDJT2R-e, APVDJT2-4, APVDJT2R4, APVDJT24 Outdoor Accents Dock Joist Ties APVDJT2R-a 6 APHH46, APHH40R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APLS, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam-to-Colunn Ties 7 APLH24, APLH24R, APLH26, APLH28R. APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT8Z Concealed Joist Ties -11 DJT14 Dock Joist Tie 12 DS Dry Wall Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 18 1­12A, H2.5T, H8, H10A-2, H1 OS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Conwaled Joist Tie 18 HH4, HH6 Header Hangers I9 KBS1Z Knee -Brace Stabiltzer 20 11.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LSOO Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSSJ2%2, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 L.SSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Fleur Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z., ML28Z, ML26Z, ML.21OZ Angles 28 MMHB RoofTirDcwn 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU2(I,2, MMUJ28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 face -Mount Hangars 31 RBC,RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FILM 0447-R6 Sort #' Product Modal. Num ber or Name 1 AHEP 2 DSC2R•SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25/3.25, HHRC5.3713.12, HHRC88 6 HRC1 SI, HRC22 7 LRU28,LRU28,LRU210,LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THAI1.81122, THAl2.0W22, THAl2.1122, THA1222. THAI322, THAI3522, THA1422 13 THAL422.T14AR422 14 THJA26,LTHJA2% LTHMA 15 THJM2-4SDS3, THJM2.5-SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA96, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products RMFor direct Ina# to all SOT approvals listed below, CLICK HERE. For additional Information regarding FlWdo's Statewide Product Approval "in and M"4)ade County Updated IZK30r1020 Notice of Acceptanoe (NOA). CL Q wwRr.. F1.0110461160 &WA Product Model. Number or Name Product Description 1 BT, BTB, BTH Briok.Tiss 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressloni'Tonsion Strap 8 DSP, SSP, TSP Stud to Plate to 7 H1, H10A, H2.6A, H3, H6, H7Z, H1e, H18S, Hi&2, H1&2S Hurricane Ties 8 HGT-2, HOT-3, HGT-4 HeavyGlyderTledown 9 HS24 HurrioansTis 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3SD33, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HT320, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI SKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS1S, LT820 Light Twist Strap 19 MOT Medium Gkdor Tiodown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA40 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Steps 23 MSTC4863, MSTC6683 Pre -Bent Straps 24 MSTI2e. MST136, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA202-12, NCA2x&16, NCA2x1O.18, NCA202-16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Ropair Porte Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plato Tie 31 SPH4, 3PH8, SPHS Heavy Stud Plate Tie 32 SS15, SS2.5, 693, S34.5 Stud Shoo 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST0215, Sr6224, ST6238 Straight Straps 34 T820, T827, TB30, T1336, TB42, T848, T854, TB66; TB80 Tension Bridging 35 TWBIO, TWB12, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedow n 37 WB108, WB108C, W8120, WB126C, M143C Wall Bracing F'AT11Y OR Product Description 1 CBH2.37x8.5, CB142.370.83, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.638DS, HGU5.25-SDS, HGU5,50-SOS, HGU5.e2SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9,00-606 4 HGUS series hangers HQ Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5,50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25SDS. Light SlopeableriSkewable U Hanger HHGU9,OOSDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410. HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for IJoista Skawad Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTL128-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer-Rostraint Variable Pitch Connectors ValleyTruss Clip 10 HU001.81/9-SDS, HUCQ1.81/11-SDS, HU00210-2SDS, HUCO210.3SDS, HUC0310- SDS, HUCQ410•SDS, HUC0412SDS, HUCQS.2519-SDS, HUCQS.25/11-SDS, HUCQ810- SDS, H000612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12130R020 For dirod Inks to all SST approvals toted belay, CLICK HERE For additional inkomadon regarding Florida's Statowide Product Approval System and MamH)ade County Notice of Accaptanae INCA), (11ru ueaa, FLM1488-R8 MI Product Model, Number or Name Product Dmflptlon 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRSS, HRS12 Strap Ties 3 HUCO210.2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 5 THG02-SDS3, TH003-SOS4.5, THGQH2-SDS3, THGOH3-SDS4.5, THGQH4-SDSG Joist Hanger 6 THGW3-3, THGW3.4, THGW4-3, THGW4A Joist Hanger FUN 1473-R5 AMI Product Model. Number or Name Product Dsscriptien 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HIBS, H16-Z H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectom 7 HHETAI6, HHETA20. HHEfA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor ID META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCMeO Step Tie for Masonry 12 MTSMIG, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL11114WRS JW Product Model- Nuts bar or Name Product Daecdotlan 1 DTT1Z Dock Tension Tie 2 HD12, HD19 Bolted Hoklowne 3 HD3B, HD58, HD7B, HD98 Bolted Holdowns 4 HTT4, HTrS, H75-314 Tension Ties 5 LTT19, LTT208, L7n31 Light Tension Ties FL#13628-R5 Inj Product Model. Number or Namo Product Description 1 SB518x24, SB718x24, SB1 x30 SB Anchor Boas 2 SSTB18, SSTB20, SST824, SST828, SSTB34, SST836, SST818L, SSTB20L, SSTB24L, SSTS Anchor Bohr SSTB28L FLM3872-R4 B" Product Model. Num bar or Name 1 CMST12, CMST14, CMSTC16. C$14, CS16, C816, C820, CS22 2 HRS6, HRS8, HRS12, FHAS, FHA9, FHAl2, FHA78, FHA24, FHA30, MSTI26, MSTI36, MSTI481 MSTISO, MSTI72, WST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LST'149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTAIZ LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 6 LSUSH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTSI2,LTS16,LTS18,LTS20 9 MSTASO, MSTA38, ST6215, ST8224, ST9, ST12 ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST8230 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 SBi .56, S/61.81, S82.0e, SB2.37, SB2.56, SB2.68, S1B3.12, S/B3.56, SIB3.62, SB4.08, SI84.12, SM4.28, S64.76, S1B5.50 13 GSA2.120, S1BA2.12/10, $MA2.12/12, SBA2.12/14, S(8A4.18/8, SBA4.18/10, S)BA4,18/12, SMA4,18/14 14 SM1A 15 SMDBS, SM08B, SM010S, SMD10B, S1HD15S, SM01513 18 SMDU4, S/HDU6, SHDU9, S1HDU11 17 SUCT, SMJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 64 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Dasorictlon Concealed hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers available in widths ranging from i -WI W to 3-SM8" and heights ranging from 0-1/8" to 23.1511811. Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7- 3/8" and heights ranging from 6-6M6" to 12.718". Face -mount hangers Fade -mount hangers Skewed feoe-rnourlt hangers available in widths ranging from 3- 1/8" to 6.118" and heights ranging from 43/4" to 15.3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange Is concealed Face -mount hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 1/7' and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct Inks to ell $8T approvals Noted below, CLICK HERE For additional information regarding F)cricWs Statewide Product Approval! tern and Marri-Lade County Notice ofAcceptance (NOA), BI W wu . 16 SLBVi.50, SiLSV1.51, SJLBV2,06, S1LBV2.37, S1LBV2.5e, S1LBVZ68, S1LBV3.12, Top Flange Joist Hangers S/LBV3.56, S/LBV3.62, SILSV4.06, SJLBV4.12, S&SV4.28, SABV4.75, SA-13V5.50 19 SA-TT20, SDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMST80, S/MS72 Straps 118 mill (10 go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Said Plate,Tiee 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FU11390448 ProdueLkbdal. dumber or Name 1 CCQIM.82-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.82-SDSG, CCTOM4.82SDSG, OCTQMS.50-SDSG, CCCQM3.82-SDSG, CCCQM4.82-SDSG, CCCQM5,50-SDSG 2 ECCLQM3.62G4R, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOMD5.500-KT, ECCLROMD3.62G-KT, ECCLROMD4.62G- KT ECCLROMD5.500-KT 3 HGUM5.25, HGUM5:50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM2&2, LGUM26.3,, LGUM26.4, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM12104, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.5617.25, MBHA3.5619.25, MSHA3.56111.25, MBHA3.66/11.88, MSHA3.5814. MBHA3.5&18, MBHA3.58M8; MBHA5.60/7.25, MSHA5-50/9.25, MBHA5.50111.25, MBHA5-50i11.88, M13HA5.50/14, MBHA5.5tX18, MBHA5.50118 6 MBHU3.5819.25, MBHU3.56111,25, MSHU3.58111.88, MBHU3.5&14, MBHU3.66/16, MBHU3.56/18, MBHU5.5019.25, MBHUEW11.25, M13HU5.50111,86. MBHU5,50/14, MSHU5.50/16, MBHU5.50118 F:S13975-IRS §W Product Model. Number or Name 1 SDW22300, SOW22338, SDWZM8, SDW22468, SOW22600, S0W226OQ SDW22eM, SOW22834 2 SDWC1SM, SDWC16WO 3 SDWH19300DR SDWHiO400DB, SDWH19800DB, SDWH19800DS, SDWH1O1000DB 4 SOWH27400G, SOWH27B000, SDWH2780DG, SDWH2710DDG. SDWH27120OG 5 SDWS18212, SDWS10300, SDWS10312, SDWSI6400 8 SDVVS19800, SDWS19712, SDVVS22400,SDWS22500,SDWS22512, SDWS22900, SDWS22800, SOWS22900, SMNS221000. SOM221100, SDWS221200, SOWS221SOO 7 SDWS22300DB, SDWS2240ODB, SOWSZ250OD8, SOWS2280OD6, SDWS22800DB, SDW8221000DB 8 SOWS22312DBB, SDW522512OBB 9 SMAW730OSS, SDWS27400SS, SDWS27500SS, SDWS27BOOSS, SDWS27800SS, SOWS271000SS, SDWS27120OW 10 SDWV13400 11 STN22 Product Description Masonry Plot Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Boom Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers ProductDescription Strong -Drive SDW EWP-PLY and TRUSS -PLY Saone Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SOWN TIMBER-H EX HDO Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive, SIDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer j=L#15383-R3 Ali" Product Modal. Number or Name Product Description 1 AS 16, AS 1835, AS 18S6 18 ga. Truss Plates 2 AS 20HS 20 go. High Strength Truss Plate 3 AS20 20 go. Truss Plate 4 ASHP Hinge Plate Connector FLIM5730-R4 e ! Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, G W-100, GTH Gas -actuated fastener, and assemblies 3 PDPA, PDPA-K PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded surds, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-313 Adhesive Anchor for concrete Simpson Strong -Tie MM FBC Approved Products Updated 12A3r2020 EmFor direct Inks to all SST sieprovals Isted below, CLICKaRF For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NON, CLICK wrwr, 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.51W to 3 9/16" and heights ranging from 4.&16" to 11". Concealed flange version (H USC) available for models having width equalto or greater then 3-9/1611. 12 IUS series hangers Foce-mount hangers available in widths ranging from 1-7/8'to 3 518" and heights ranging from 9-114" to 16". 13 LGU3.25SOS, LGU3.83-SOS, LOU5.25SDS Face -mount hangers 14 L1124, LU26, LU28, LU210 Fop -mount hangers 15 LUC28Z,LU02102 Face -mount hangers 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9118" to 4- S/8" and heights ranging from 3" to 10.15118". 17 MGU3,63-SOS, MGUG.26-SDS, MGU5.60-SIDS, MGUS.62-SDS, MGU7.00-SDS Facs-mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5. 118" and heights ranging from e-16118" tic 19.10. 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURD, SULC series hangers Skewed face -mourn hangers available in widths ranging from 1- 0118" to 3-9/16' and heights ranging from 3-1 h 8" la 13.34'. Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed. 21 U series hangers Faoe-mount hangers available in widths rangingfrom 1.9118"to 8" and heights ranging from 2-5/8" to 11.114". FL#10687-1118 AMAProduct Model. Nurnher or Name Product Daaeri111 1 BA series hangers Top flange hangers evaikabls in widths ranging from 1.9118" to 7- 118" and heights ranging from 7-1 /8" to W'. 2 DGBF sari" hongers Top flange hangers available In widths ranging from 3-&V'to 7- 118" and heights ranging from 9.1/4" to 241. 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2'to 3 5/8" and heights ranging from 7.1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24" 5 E05, EG7, EGO series hei rgors Top flange hangers available in widths ranging from 5-1/4" to 8- 718" and heights ranging from 11" to 32-1/7. 6 EGO series rangers Top flange hangers available in widths ranging from 3-6/8" to 7- 114" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to S-7/8" and heights ranging from 8.1/2" to 28". 8 GLTV series hangers Top flange hangers evalable In widths ranging from 3.1/4" to 7- 1/8" and heights ranging from 11"to 32'. 9 HB series hangers Top flange hangers available In widths ranging from 1-9/16' c, 7- 1/2" and Nights ranging from 8" to 301, 10 HGLS sories hangors Saddle hangers available in widths ranging from 5.114" to 8-7/8" and heights ranging from 10-117'to 281. 11 HGLT earies hangers Top flange hangers available In widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1YY'to 57'. 12 HGLTV ashes hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 9/18" and heights ranging from 18" to 28". 14 HUSTF series hangers Top flangejoisthangers available inwidthsranging from 3l/8"to 39116' end heights ranging from 5.318" to 13.1/8". 15 HUTF. HUCTF series hangers Top flange hangers available in widit ranging from 1.9118" to 5- 1/2" and heights ranging from 3-7118" to 15" Concealed flange version (HUCTF) available for all models having width equal to or greater than 2.9/1 a". 18 HWP series hangers Top flange hangers available in widths ranging from 1411 f1" to 7- 1/8" and heights ranging from 54TW to 281. 17 HWPH series hangers Top flange hangers available In widths ranging from 1.9118" to 7- 1/2" and heights ranging from 5.318" to 32'. 18 ITS aeries hangers Top flange hangers available In widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9.118" c,16 19 JS series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5.SM" to 7.114". 20 JBA series hangers Top flange hangers available in width of 1.9/18" and heights ranging from "16" to 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products UptlatOd 12rto=Q For dioot inks to oll SOT approvals Noted below, CLICK HERE For additional informadon regarding Florida's Statewide Product Approval System and Marro -Dads County Notice of Acceptance (NOA), LUCK HeRE, 5 SET-XP Adhosfv , Anchor for concrete 8 Strong -Bolt 2 (STS2, ST624SS, ST82.8SS) Strong -Bole 2 Wedge Anchorfor concrete available In carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H48S, THD-HBSS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainlea steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Then HD Rod Coupler (THD37834RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, TH037212RH, Tken HO Threaded Rod Hanger for concreto THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedgo-All Anchor for masonry FLAN6290-R8 AW Product Modal. Num bar or Name 1 AT-XP 2 Er -HP 3 SET-XP 4 91rong-Bolt 2 (STB2) 5 Then 2 (T7N2) 6 Titan HO (THD-H4SS, THD-HBSS, THDCS" 7 Titan Turbo (TNT) FL*16037-R3 &W Product Model- Number or Name 1)(301018-SK,X1S1016,X181016-4KX01SIDI8,)(01B101e-4K 2 XL01I4T1224, XLQ11481224.2K 3 XM011461224, XM0114B1224-2K 4 X0114S1224. XQ11481224-2.5K X114SI224, XQ1I 2S1224, XQ112131224.2K 5 XU34SI016, XU3461016-51K FL#36320-RO arty ProductMpdN.NumbarorNamo 1 DSSCB43.5, DSSCS48, OSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3481016,FPHS034Bi01&SK,FPHSD34S1214, FPHSD34B1214, FPHSD3481214-5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 6 LSSC4.25, LSSCB 25, SSC226, SSC4.25, SSC6.26; MSSC2.26, MSSC425._ MSSC6.25, MSSC4.26KW, MSSC6.25KW 6 RCKW3, RCKW6.5, RCKW7.6, RCKW3S, RCKW5.5S 7 SC843.5, SCB45.5, SCB47 5, SCB49.5, SCB411.5, MSCB45.5, MSC847.5 8 SCS32-5197, SCS82.5Q7, SCS82-S1 18, SCS62-61118 9 SCW3.25, SCW5.5 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH7881414 13 XQ1S1018,XQ1B1016.4K, XWS1214, X0181214-3.SK, XQ78S1224, X07881224.3K, XQ114S1224; XQ114B1224.2.5K, XQ112S1224, XQ112B1224.2K, X3461016-SK, X1 S1018, X181016.4K Xi81214, X161214.15K Product Doescription AT-XP High-Strongth Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrste Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 31e stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Dawrtotlon #10-16 Strong -Dove X Metal Self -Drilling, Topping Screws with 03 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling. Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screw* with #6 Drill Point and Medium Diameter Hex 012-24 Strong -Drava X Metal Seat -Drilling, Topping Screws with #6 Drill Point ,#10-10 Strong -Drive XU Meal Sole -Drilling, Tapping Scrows with #1 Drill Point Product Deocriction Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-10 and #12-14 Strong -Drive FPHSD Framingto-CFS Selt- Drilling, Tapping Screws Steel Framing Connector Sael Stud Con nectom Rigid Knas Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Dave XLSH Shouldered Self,Drilling, Tapping Screws *10.10, #12-14; and *12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N CO -Cu O� -� CU Q C Q O C .� CU U -0 o- C ICU O ICU (n C C O O Q Q Q LL Q An An � O Q Q Q. L .= ''�^^ v/ Q Q W J E ♦J z �W_^ v J CU ICU > > L C: O CL � U O L 0) L) ICU m all I..i� O L ICU W Q W z J z Q J a SHEET NO. PA 1.2 MIAM sa�►ar-DaaE csnax�x•sr a�+o�iaos FGT Iadastries. Inr. FGT ItidOgtt 3es, lac, PrGT Iadusiries. �, �� l� e►a2 IYO�TCE OF ACCEPTANCE• Eti'IDENCE SUBhiiITED NOTICE OF:ACCEPTANCE: EVIDENCE S[�B11dTITED �rxan�t�afsesc�rl.n�xr�u�€coato�c �saroncxs�,i �aaa�, � �i�s-2�r� AQAitDAtrD C�EAD�' •r8A1TlINAIVLS�t ? (ii6131i5-2590 � (if�d}33i-2349 N�I'TCE �F tiCCEP'TAN�..E: E�'11iENCE S�B�ED w D. NOTICE OF' ACCEPTA.I�TCE (�10Aj ww.ra�ata.,<evrwau.. 1. Eridence snbmittetl: amider grrtians NOA A. DRAR'IlYGS B. ?ESTS {coatfmned) QU Miami DadeDcmmt ofRegalateary and Fcaam�omoic Resour ces i�Ri- PGT Iaabetrirs, Inc. 147Q Ies�u� Dxir�+r, i. Mataufactuae�s die drawings aiu! sections. FBC TAS 2fl2-9� 5. Test selxxt oa 1) Air Inf�ratian Test; per , Nord V'etticrc, FL 34Z7�5 (S'rebmifred arna!der.�VOf# ��0�.11-0101.0�} .2) Uttifrnm Stag Alt Pig Test, per FBC, 7�«AS 2Q2-9� -E. MATERIAL CER3'1FI{CATiON5 Scarps: 2_ No. �D-5570.p, tttied'iTtnyl Sled�Eag Glass Door �10A {I3�i}", sbx#s 1 Drawing 3)1�TahrRe�anae Test, pet` �'BC, TAS 2{12-94. 1. Nate a�fAcceptaace`I�fo. I�5-05Z8.1d erased tea Visiost F�tn� I.united fps tercet 'lhisN(�A iabeprtgissnedurder the appYicabkantles andregQiatsoos gavgtheuge cYfcaasancaonmsterala. 7be fhr�ortgh 21 of 21, pnepau�ed by maamufacturrs, dated 1�0lOS/i5; with revisiam A dateed � Large Missile Impact Test perFBC, TAS 201A4 "R'h3te Rigiid P�'G Ezte�rbr Ernusions for R�iatdowsand Doors", dated Q8113/15. docummtaeuo�nsnhmit�edhssbeeanevett acd accepted'byl4betai-Dade CaumtyREit.-ProducsCo�cai Sec�anto Q4K)�n7, sigtbed �md sealed byA_ Lyml�ftller, I'.E. 5} Cyclic Wind P Load�gper FBC, TAS 2tI3-9�4 a on 09130ii9. be used m MdBmtllatk Covnry atad othetarrras w'hse allava►ed6ytt�e�e At�inntlrHav�g Iuariadirtiaa (AID}. � F+OrtlGed E1.11� Test, pE[ FBC, iAS 202-94 2. Notice of Accept2�tCc No.1!i-(t9Z0.d8 try Vtaoa F.�ctttt�on Lmutat foribar «�'E issued 'This.NOA shaltnotbavat�d afiertlw expaafioa datestated b�eluw.The Ili -Dale County Psvdnct Ccntrd Sec*c�o S. TESTS abng with �p draaaiugs and ittstaQation diagram ofvisty`1 sliding glass dons gtepared 101Ni ?tin 2{12 sad ltrr Shades (Nes �+"Litrj� lt%id P'Z'C Ezt+erfiar Eatrasioas far (In l�ami Dade County) �•ortt►e AlI7 (in areasoltta ibmMiamiDadGConaty)reserve the right to have this 1. Test ags�t cm 1} Umfamn Static Air Pressiae Test, peY'F$C, TAS 202-94 by Feaestxatian Testes Lab- Inc, Tt# Rtpodt Igo. FTL Ste$, +dated 1 L10G115, signed and �dows and Doors", dated 1Z�08r'lb, expiring on. 12124,2i_ prodgrt or amid reseed for gaaalitir aa�asacapuq�aaes_ If this product at m�cial fade rao pedotm is ffie accepted 2j Lflrge Itfixs�Impact e Test pt'ir FBC, TAS 2Qi ••9�i seaicd by Idakais Ortega, F.E. (Test report revised oa 12/Q4Ji S aad Q211 U16} 3. Noti,oe of Aaxptartce No. I5-0528.15 issued to Vision Exfr�ion Litmited far their maaaer, tbemaoaFsctus:ec wx� ictcurthe eapmrae ofaitdstestiagaadfffic AH7'maryi�ed3wEelytrvtdce, modify, ar - 3 Cyclic Wwd Pie Load FBC, T11,5 2t13�4 � 1� d. Test ,per FBC, TAS 202-Sr4 report osi 1) Air v�ioa Test "Brown Csaatetl (Painted or I.ataioated) White Rigid P'�fiC Exterior £zttesies+as for sus the .use of such product or raseerial within 8teir . dLctioa. DER resernts the right to :reva�loe this � ��03 a� �h�acd-ap drawings sad motion diagm +of vim►# siidm8 glass dcaor, ptepar�ed 2) Uitifca�m Static . AiPmom r 1iest, per FBC, TAS 2if2=�9�# �Y3►dnws and Doom" ; dataod 08�'13T1 S, ccp�g art 09f3QL19. ae deterimined Section flier this tmeteaal fails to d it i$ Msami-ode C Ptodnct � �' °�' P� � - 4. Notice oaf A Na 16-07IZ.02 issued to EA1ERCsI Fenestration Solutions ITSA, mcet rite requnreutents of the applicable bta7diag cod N s _ f6 ( U O � •a c ram N cc:') 0 O C to -0 CL .� U D en 4: ca cv c �-0L .Cn -p C� O C L a H� �u)Q L� -�..� zU) O L Q. O Q U 0 L -�-� co m O L W� i� 2 C � J z Q J d SHEET NO. PA 1 e3 le Program 2107.2, PGTCA740 Alma Outss♦aritsgCasetneat. Wtaclow Omit 8 �proposai) FTL-24- 10. Notice of Acceptance hib. 1&12i7.14 issued to Euesgi Fenestration So�tiorc>~, USA, Inc- for E. > CL Approval Dates 1Llarclr :��, 2Q:I Approval Dartr: Ms+rci A' P_i.r�..,, 1.. �.-..19Nwae.,4Ar.r wuar.uu�, agar uau:L�i saaar l■r�rW .. ..l J _ _ __< _ _ _ 1 _ _ _ _ _ - _ - ��.-::,IL.,,_;,_.�.. J. ..... � ._.. � ,_ _ �� ..I_� i�,,.ia,es+�:� I ILI ECOIMC. TILLR TESTING a ENGINEERINe COMPANY WAT TRR A. n LLIT JR., P.6. P.H. W %wl.eom rLrB. —. s. 1R CA Lk—"V OOOe71L PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUM -CATEGORY: Stone Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PIttift on PEndIMta Lt.C. 4600 S.W. 81 Street Davis. FWda33314 1- PURPOSE OF EVALUATION. This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01G20-3, Method 10 of the Florida Department of Business and Professions! 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 shell be subject to review and revision In case of a Building Code change that may affect Rs Ilmltations and oondldons 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT_(P_.E.D.Ii Drawing No. 20-178, titled H2O GAGE GALVANIZED STEEL STORM PANEL'•, sheets 1 thru 26 of 26 prepared by niteco, Inc,; signed and sealed by Walter A. Tlllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part�41#1lh)isr� Evaluation Report, 01 A. Z yk No.44167 Jr 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phune: (305) 871-1530-�sr„S/j�b> 4 1 PRODUCT RV�9. rAT'rON aF. 3t'ryN,L3, 20.073B.e, 2 2.2. TEST REPORTS: Large missile impact and fatigue bad tests were performed under Protocols TAB 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, inc., Reports # 96-569 dated 08/09/1996, #98-570 dated 09/1811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 041IW1998 and # 212e dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. PCM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3 STRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Walter A. TIM, Jr., P.E. 3. MISSILE IMPACT RESISTANCE Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. 4A WIND. LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, le,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 8. 14, 16, 26 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20-176. y�@S''\CEN,yF' �9 �- 157 STATE OF ' /OR10 �� t; �a . 8.3) IN CASE THAT PREGST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS K FOUND ON THE EXISTING WALL ANCHORS SMALL K LORD ENo1M TO REACH THE MAW STIMCMIE WIND SUCH PANELS. I. STORY /,via S,IOWN all TRLS PROOLOT OWCAR710N ooQ1NDlT (P Lo. NW SEEN VEWED FOR COCPUANCE 94 MC HORAOE TALL K AS MENTIONED IN 91) NO IN aa). ACCORDANCE WRTH THE 11020 (7N FDIIION) a TIE ROIOA S1M�INf (C) in cflpw ALOE. DESIGN WI1O LMOS SWILL I OETOYTHIE AS C SECTION HE 1900 SE THE ApYE LTL FOR A WIND SPEED AS RC0ISIILD M 111E NUOSOIC'110N WHERE 11E7E SIMR1ERf WILL K win AIIO 1 4 TIPMaOON INCNORS. AS IWRMNCNIkD SY I.T.W. MIIDOf. INC. - #14-10 PAIINIATE FOALS IO AND PAMOWLTE PLUS ANCIA)A6, AS WMUfACTURED M ELCO ComarnuCION PRODUCTS. '► JONrO 1HE LIAKIIMNI AE.D.)tCR[W! O A OOIESSURE IY ft I Kd-aDe.NUSINGH ASCE 7-le MID SMIALI NI TO OESIGI PRESSURE MTwOS INDICATED ON 811EE15 7 /MIN la. 11. IS, 1{. 19 a 10. 1/4 N.0 PER S - 7/1e`9 . S/e' WOOD BIISIWO, AS DISTRIBUTED BY ALL PONT SCREW. BOLT a SPECIALTY CO. 9M ORDER TO VERIFY THE ASOVE CONDITION. ULTIMATE DESONN WIND LOWS DETERMINED PER AXE 7-10 SHALL K FIX REDUCED TO ALL. DESIGN VSIRD LOADS BY MRTIPLYW THE/ K 0.6 IN ORDER TO CA) WA%N TREADED PENETRATON INTO WOOD OF TAPCON ANCHORS RIAU K 1 1/2- MID 2• FOR ELCO ►ANEMATE PLUS COYPMIE THESE W/ MAX. (AS.D) oESON PRENSIIR[ MTSpS INDICATED ON 94EETS 7 THIN) 12, 14. 15, IS. 19 At 20. AND PNXIMALE FEMALE O. IN GOER TO VERIFY THAT ORS SE TNIB P.E.O. Nor OVER STO A %ad WED C.2) UPON" TINEAOEO PENETRATION OF tA0 SCREW, INT0 TK WOOD FRAME UNIT STALL K / t/ 2'. NO ,HWWKD POCTRNEON INTO STUCCO SMALL K tOWSIDERED a PART OF THE KQLMD T READEO TElLTRATIMO ACCESS FOR Wino L S M YSIS. F SITO WOO, S EW DETERMINED IN 201 tlST. USED IN THEIR AAMLYSI9. rASNERERB 9PACp0 TO WOOD HAS NEM OETdaW1ED W KD.& ACCOROMICE WITH MD.S. 201e. C.3) WOMAN CODE DISTANCE Of LAC SCREWS, INTO WOOD SHALL K AS INDICATED W THIS DRANING WOW WOWS ADEQUACY FOR "-ACT AND WEND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1026 OF THE ANO,E MENTIONED CODE AS PER HURRICANE' EMOINEEOO I a TESTING INC. REPORTS 96-aa. 9e-3To a n-T3O AIM D CA) HNHIMLM PENETRATION Of WOOD WS/WN0 SMALL K 5/e'. ,/4' P-20 SCRIPS USED SHALL K t 1/2' IOHO M9RMUM 1/ FENESTRATION TESTING IAa RTC.. REPORTS 12032 a #2125 , AS PROTOCOLS TAS-201, MS-202 AM TK-203. SHOULD STUCCO EAST. Alto MINIMUM FOR 1WBEa WITH STUCCO. AS WELL AS AIb9CAN TEST LAN Or SOUTH FLORAL R"I #0219.01-09, AS PER TAS 201. TAB 202 AND TAS 203 STANDARDS. C.e ) M PRECAST STUCCO ON WOOD BOARDS BE FIXAO all THE DaS7WIG CONCSIETEMAN O'UG �'STRUCTUURE 2. ALL ALUMINUM EXTRUSIONS TO K 8063-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SRWT 2, WILLLUANHORS K LOTHAT NG EENOR TO IF t1HEKHMM RICH FAMUS ANCHORAGE SHALL K AS MDMCNCD W CA). C.2) a CA) 3. ALL ALUMINUM SWEET METAL USED AT CLOSURES SMALL HAVE 3105-1114 NARY. (0) AMCHGB OVAL K INSTALLED FOLLOWING ALL OF Tit RECOMMENDATIONS AND SPECIFICATIONS OF THE N#CWWS MANU'ACRIER. 4. AL STEEL SHEET METAL PAWLS SHAL NAVE STRUCTURAL QUALITY STEEL ASTM A-QSS MADE OD MAN"D-e0 OALVANTEEO STEEL 0lSIOHIATON W/fV'- SaS W (AFTER ROLLED). PANELS B. PANELS MAY ALSO K NSTNLED HIOMZONTNLY FOLLOWING IMMLATOSHOW N DETAILS SHOON SECTION 3 THIMUCH 10 (SHEETS 4 e) DICE" THAT HEAWRS m a 4D SHALL NOT K UUM 3. ALL SCREWS To K STAINLESS STEEL 304 OR 316 ANA SERIES OR CORROSION REFWANT COATED CARBON STEEL AS PER Ow 6mta W� BO HE YIELD STRENGTH AND 90 NM ClrR3n.f SiRET+OtH a SHN.I COMPLY W/ FLORIDA BUCDwG CODE 9. IT SIWL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SO RO IM Or THE SrRUCFUNE BETE SH ITOI IS ro K SECTION 24t .3.3.4. TO WSURC PROM ANCHORAGE THS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME a. OOLTS TO K ASIM A-307 OALYMRED STEEL OR NSI 304 SERIES STAINLESS STEEL WITH 36 w MINIMUM MD SNCHOTM. 10. EACH REG" STORM PANEL WITHOW. LENGTHS 000 r-e THROUGH 1LEME ON •a TO* ON SHEER RESPECTIVELY: SHALL AM WAo1LY VISIBLE MAftq" VMCYW.1 00" ON 7 ANCHORS TO WALL 9W1L1 K a FOLLOWS: TE•MWI TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PCRMOOB OF ,HURRICANE WARNING. W 11. THE INSTALLATION CONTRACTOR M TO XAVCAUN ALL SHUTTER COMPONENT EODES WHICH RDAW IN CONTINUOUS CONTACT WrIf - 1/e0 TAPCON ANCHORS AS WkN FACFWfD BY LTX flREEK. INC- (inn. re-3192 ".i.) THE OUILDINO TO PRLIRNT WINO/CNN WTR SIO N. - 1/4' ♦ . CALK ANGORA, AS M DEWN INC. (MW. rc-3oo0 ISTRIO Tc) A - 1/4•a . 3/4' 90LIO-SET ANCHORS. AS ODtRBUYEO er All POINT SCREW. BOLT a 9KCALfY m. /e SE CVAJ 12, STORM PANEL INITTA4ATION SMALL COMPLY WITH SPECS WOODED a THIS DRAWING PLUS ANY MUM ARID ZONING REO"MM (IAIn. ra.3Do0 P4.1.) PO ADED 61 THE AIRSDICTE ON WHERE PERMIT a APNIED 10. - /14-To PANIONATE FEMALE 0 At PANELMMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 13. (a) INS PRODUCT E3NlAWON OOCUIDR (P1 PREPARED BY THIS SOW" 4 QEIEWC AND DOES NOT PRpADE INFORMATION (ANN. t•a-3.100 p,.A.) FOR A SITE SPDXIC PROJECT: j"L WHERE TE SITE CONDITIONS DEVATE FROM THE PLO. - 1/4•0 CF TAR-WP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (ra-3e00 P.Ii.) (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION PUROVM AND WMAILATON VICLUGNG LOT SAM Or THIS PRODUCT A1) MINIMUM DOCUMENT OF TAPCGI ANGOIIS INTO f'p/RED CONCRETE SMALL BE 1 SIN': 2' FOR PANELALA7F FOWE DOES NOT WOATE FOIOM THE CONDITIONS DETAILED, ON THIS DOCUMENT. PLO PODIUMIS WUCO O AND PANEYALTE PLUS AND 1 Ile FOR CF TAP -MAP NNCIONS. ODNSTRBASED TpN SAFETY A T�RESPONSIBILITY A.a) CALK-W a SOLID-ArT ANCHORS SMALL K EMBEDDED 7/11• INTO THE POURED CONCRETE. NO EMKOHE7O INTO (c) T14 PRODUCT MAMMON DOCUMENT WILL K CONSIDOED INVALID F MODIFIED, STUCCO SNALL K PERMITTED. 1/4' 0-20 SCRM USED SM ALL K 1 1/r LONG LOW" SHHOLRD STUCCO EXIST. AD I' MIAMIAN FDIC WALLS WON NO STUCCO. NO MAY K HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (L) $TS SPECIFIC PRQXCR SHALL K PREPARED 9Y A FLORIDA REONPE ED MWEA W ARCHITECT MHPCH WILL BECOME THE OUT WITH WOO NUB. MAIM Or RECORD (E.OA fOR NNE PRO= NO WHO WILL K RESPONSIBLE FOR THE UK OF IMF MM PROKR[NQRV AJ) CAK TNT P IN IrSIN B'VVROA K FOUND all THE LION ►NIEL4, PAYORE PLO . SMALL TO THN LASIRE SPECIFIC ORMROS IIEVERT. R FLO RSIONE.ANC S 94 BE CH THE A E MILL 0R FLOOR. NICNOR9 E TIO D LOAD ERO I T. afJGM THE MAN STIKICTKE BEHIND SUCH PANELS PANES, AIOIIDRADE SHALL K AS MENTIONED W AI) AND W A2). (P) INS PLC BEAR THE WE NO ffAl AND 910NATURE OF THE PROFESSIONAL ENOMIEER OF'N't THAT PREPARED IOROWL (0) rG 'a^"a .a"` WN A eI,A -Ep; - 1/4' I TA.N. ANCHORS A8 MANUFACTURED OY I. T. W. OINK%. INC. 14. SMUr1ER MANUFACTURER'S LABEL 5i1AL1 K LOCATED Gl A READILY V1SelE LOCATION M STONY PANEL SMURER w ACCORDANCE WITH SECTION 17011*3 OF FLORIDA SULONO CODE. ONE LAM - 1/.' P . 7. CALK-W ANCHORS. AS WMUFACfUI= BY DEIWNT ►IC (ON. 1'c-rem ►.NU.) S,NLL K RACED FOR EVERT OPENING. LABELING 10 COMPLY WITH SECTION 1702.9.2 OF THE - 1/4'0 IT3/4' SOLID -SET ANCHORS. AS DISTRIBUTED Of AL POINT SCREW. SOLT a SPECALTY CO. FLORIDA NULDW COW. (MIN. r-1800 P.a.;.) - 114-10 PMtL ATE FEMALE O AND PANELMATE PLUS ANCHORS, A9 MANUFACTURED BY Oro CINSTRUCTIG/ TNe ORMOND SHALL ONLY K ED US70 OetAIN FERMIS W MSTATE OF FLORIDA PRODUCTS (UAL. Fc-2071 p.eA.) - Ile • CF TAP -MAP MOCK AS MANUFACTURED BY TAU -UST COMPOIATION ERA• 7J[4 al) MINIMUMDaEHr Of TA+CON ANCHORS. ELCO PANElAAAN TES AND er TAP -MAP CHOR, I"iHE VC t z FLORIDA BUILDING CODE IM h Vebc II HNHYIOOM oFHO BLOCK UNIT SHALL K 1 I/e. NG. 4 167 ': aMI9 ,LUM M 20 GAGE GALVANIIEO STM STORM PANE IP CRANT m B.2) CAX-A SOLID -SET ANCHORS SHALL K EMBEDDED 7/8'RTON O THE CONCRETE OLOCK LMT. AD w INIO STUCCO SWILL K PERMITTED. T/4' 9-20 SCIEW,S I= SHALL K1 1/2- LONG M.A.M. __ �, g' U'C' 9T HaaO EXIST, AND I• MINIMUM FOR WALLS WITH NO STUCCO. STA OF IL E C O /NC. STRITT ' FOR OP : + ">.S, • mar. tw>tF► Fw ft 4jwTao rNF 20-17a SS/O�• •• j,,'. •G TS4abM1111 Ya, PR own"Is G P.[ 7— ___ __ • _ - . War I OF AS 9) COHICIIr1E qom-I REQUIREDCOD. BLOLW CONDOR ACHM . _ - - ".T • I g000m Tr/ SRO-- c! 9aN1%U all WALL Maymm SCALE 1 aA O — INSTALLATION DETAILS FOR REGULAR PANELS(]) A hit INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OOUOIEIfour AMaIAe ai¢M I RRwRNOi O�E'F�^—[D. mNOsamunar Noah '"•�\ ,���]#,I O4S11110 POMD ( amm 9 TROUGH 9j \ �I Y ^© mNI31[Tr IEOLIE� i 3 1 1 1 I �^ e,A aAa I v , SITE M_ ED. � �AGt 7 CIYK'REE AIIOIme ! \ t:/ LAW '�0.G' WON IAKL a „WIWNaH q ) ump" ON aaM a INNOUSH 9) pit W .Mu tw'-' - -N-V OiA uiN`i L''8'Q WHOM • M1a■H U srxE 3/h, 9rAL9 , LO.. am SISTNICE (NEE SCHEDULE ON SHEETS 0 111 9) TOP a BOTTOM MDLWTNM CAN K COIIMn IN ANY WAY To SUIT ANY 3 RA S. MATERIAL CH CTERISTIMpNO $PECIFiCA7IOIt18: Shall be strictly in accordance with General Notes end Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D-), drawing No. 20.176 prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tllit, Jr„ P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame a fixtures. Product Evaluation Report prepared by Walter A. THIN, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0000719). IgmHlarlpA eNA�A A: TI((%T' $ EN 44167 44167 a 7 Zm STATE OF �,r'•, IORID ��� y`+iFSS/ONAI hYrHHnHIt1H1HIIY WATU D;l TILTECO ADMON RECORDS 1 P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS, LLC W 20 GAGE GALVAN12E0 STEEL STORM PANEL%ORw3 0 MI70 %REPORT 9 204MO1 L EC M\ I INC. TILLiT TEBT1NG a; ENGINEERING COMPANY WALTERA. TILLIT. M, P.E. filteoD@wl.rom PRODUCT EVALUATION REPORT PLT.r, tiNWNNo 44167 YLC.A. LIDSWt4 Va.00NT19 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 Protadion ProduCIX, LLC, 4800 S.W. 51 Saner Davis, Florida 33314 1. PURPOSE OF EVALUATION' This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61 G20-3, Method 10 of the Florlda 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 effect its limitations and conditions 2. EVIDENCE SUBMITTED: 21. PRODUCT EVALUATION DOCUMENT _f_D,1; Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tiltecc, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteR,,+ry111Ntit!!girj►�ls Evaluation Report. � ��(E........f.... �•,, � � k\C NSA •. � ATEOF ,Qz 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pboue: (305) 8 71-t ? 1plp(3b t-1531 COMPONENTS FOR REGULAR k LIFE SAFETY STORM PANELS (SCALE 1/2-1") 15.1a' (MAL MDTN)._—.�.�..._.-._._.-1 __ _..— ttIW (MAL W701M?.-.. --—_.__ta.S00' (UMCTK WCTN}--. 1._ __. I R ,. t. SS0000 I �`\ taao' 0.03A' Tall. 11KX 1.3aC-'•• O&VATIMDry A- W I 0.03e' NYN TACK U ' 4CRAW ED 2.Oe7• ��- �� Le9r EDGE ` � , ) oALWvaED STEEL EOK � r r 1 ) o-ao GAv. 7 a. •..�_.No@= M. _ wx o MINIMUMOCTAL aJ ' a. .a'�(P UNEW TIP. OPAL \'I' 'a AA�SE �� aE0 GAW. -I _ __ A LET l3T 4s F ® ---------- STORY PANEL Q END STWU PANEL a.tss•-- Z:. x nAR¢Y LAD Lr ( � .125' f.4ae' I I .Im' 1.a2De0• .100• �� _-„- �.1 ..SOON SO�cEt EE SOON STUD FnEw W NFAatD t9K m I R 1 r tO MIIC W TO NqE W 1 _\ MINI ' i ... O.C. 12 1/a' OC. lO.Oe• 3a7,' .1 Fa_' 111l,. 2.000' 1.0!DG• }. - ta0o' ! ' I A9J• .mr r OCTK t .031Ie' 9a i slra -------------- II f t... ___-___._.._6• Mao._._.—..__.__.__ •-..LADE'-+1 T.SOD' ISOMETRIC VIEW DETAIL A l� , Ey2rC ROIROED CON40 a ENDS OF PANIEL'S 2.0OD' Lam.. �Sy�� p tAW�A� r3fD LP W( T.S) D EDGE. O Hh" HEADER O 'jY HEADER O ® eN1a,E WITH STUD ® AN4LE -wffN (N.HEM aB�/p�@E WSS�EV wmn ._ aaNEiB9d..a4MNL SU .1/14 A 2/t4 M. TOP a0[ .3 fie, .. .7e0' (.. .—_. -. �. I�Or PAIQ .lee- .1 .374' ,We"TO- 1.4079.063' WSJ 370' _ eJaa' f NO' (' S.S. • It I/r ore 1.671. L— ,a4r itosr lam• ' I fah MIOIL FOR jF__-j t'«j 'T- I ' .Oe3' I �. LOte' 1 llllO LOOM AT ( I . IVRF PAIC W,DWA. F _,;h ;K• -- (.B.D- Dow 7.000• O KEY MOLE WASHER .ea5'Y L" a•0°°'�' �T7.) j --t ••-•0e3- © HiW TRACK ANGLE ® saw •F• TRACK © nA TIM STUD ( QALIGIIQFD STEa �344Y I r• � � A. T. '7j�� I 1.Oa3• � •JCEN 46P ( —� .675-0 a75 - ; No. 44167 IT : * FLOMOA A DOG CODE Volochy NMFFbono Zon9 Jrrant E_.. _ ,ts'- �_,t • FLAYED WM'w Mur K a PNIa �; ATE are n2�/ We 20 ONCE GALVAN12C0 STM STOIar PANEL WAN W. ® KEY HOLE oi�s , 0 * 2.flm•---= pETAII 1 W • _ '>4'RTi1:P - �... - �"-,IME COIMC. PaoTE�TVIRGIN cis. U.C. ,MAW ® 2 X7 Xt jA NTmMM9LY, WE MIo WA W/OIR / w MIt, ti 3MN 11 ILu1W W AYfal e • 7,� -W n �a►IV, MIM' .1. AWw OaF)wc-»a FAc (4e.)E9F-o0 2o-17e ����� W� PIMA �A p[6 W HNCK9l 11/Rm STEW. L !N/a1aNAIAR/611[ A N., FL A. err o91Snoww O a O 9 BE _. FARIWai .VUL-OW'" aDHIDREE AKDIIaa 9aa" ON War a a 9) •mime aiHIaRNw 9) 1 I,Iet9Na PIA@ I NEOtARta ! I i I` L E.D. \ \ 1 CONCRETE NN'NLOCA 1 aKOUM ,• 1 i ■< 1 f0i cam N • 1 1 g p�Iw� 1 N111991 I I T M mortm 0R"� EIS '♦ I I / O a,xK f ; EIaMO POUND E. _ REDQ EUIRM CALK-104 OR Fans III AND PA�IOWAIISAMAEC aIIIOWTE ANCHNIS (![ 9at0A2 a — SSHUTS>D a• WAR sent a 110aw 9) E'ALE 3/B.1• -- • NEW I• WOE . IHRES . 1/e' A._ THICK ALUM TUBE W I' a <, / P.T. WOOD PLATE SPAWN V�-- // • NEW I• WOE . VANES . I/V / I AINL TUBE OR V . VARASPLATE VAM TRACK 1 d OONCO M hMv m ,� • • Pa samAr a 1 L:N. i 3 ' "„ •�. 'LW".9i"'1"a r_.._ty"'Q9' a,Ie C � • .r � 1 ' II ,/� I ra ,• 4 Ir WeL N' Qlima J 1 CA— A�� �•'®iLi sail �(y '�i a Aw ,Q. .. _ __.y_ SGEE 3/Iht MAre,a, &i••Aw. AHi�W 7` _1 I ryas jlfi�l ry i IKMMR9a ) � AH■ Q)"� `, , aAR 1 I � 7 Y •P 'VOID •Hari 1 1 r ,ir GIS L SOILS 1Nt r•,,,R /4 BUILD S9 I LD. EDGE DWANW Ir, �� �• (SM SCHEDULE ON -OO •'O ! _ 4'AM9E F fplll) SHEETS B a 9) er.Wa 3/ihl0--• MKRTe Fat tNw OF K,`iY,4HR. TOP t BOTTOM MOUaNOS CAN BE COMM" IN ANY WAY TO SUIT ANY EC INSTALLATION. _---- SCALE Wall a TNWJN C.M. e- EKIETIO Not �W.Yn ,wI ■ r. '-- t 1W1IB�lap[IN 1 1�2' Yn. OOMCRTE aIOCK aW01 NW INTO K aLI�Wlalla • N 3 M4. REQUIRED. TWA" HBaR 116 SACTION X-X DETAL FOR SEA REMMM AT Z OR 9GQI /e•Ir 9jT111011 TRACKS ADJACENT TO STUCCO PRODUCT L•V,A1. •AnQN M!!MT N0. 28472= 2 11 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 r A - per STM 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 Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofeno, P.E. as per ASTM E-e. 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 penal length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 027/13 (for this revision), signed and seeled by Waiter A. Tlliit, Jr., P.E, 3, MISSILE IMPACT RMSTANCE; 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. $OMITS, 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 1249 Standard. AMINUCT ]EVATAIATJQTy_aB;P(j�* MayY,v a 3 5. INSTALLATIO N: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. -0. MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be Strictly In accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20175. L LIMITATIONS AND CONDITIONS OF USE, 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 206175 prepared byTiteco, Inc. and signed and sealed by Walter A. THIN, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on sedlon 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame eUuctures. Product Evaluation Report prepared by Welter A. Trull, Jr., P.E. (Florida License No, 44167), President of TlNeoo, Inc. (Florida CA-=6719). WATLL D;%TILTBCO ADMON RECORDS %P. E. REPORT.$( GA.VANCEND STEEL STORM PANEL %DRWG M 20-175 % 1/4, 2/4. 3/4. 4/4. S/S, 7/5, 11AF/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, aW/11 i 7W/11 S• MAXMCONS: FOR CONCRETE SEE SCHEDULE ON SHEETS a a 9 -. 3' WK ` AR I' MWL"'r FOR WOOD SEE KC.MM ON SHEER 10 a 11 a / 0 D•M,• 21�. 30,0+ (_�__T___T__,_ _'_-_T_-i___Y__r___r__r___I �BOLTED PANELS PANES qrT./�f/N-�230/a31"2' (SEE SECTIONS AS sAPPLICE> LiI ECTIONS AS /J I r YAR 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. 3• MAX - 1• Nov. iW/10. 2W/10. 3W/10. 4W/10, a/sue 5W/10, eW/11 a 7W/11 ANCHORS: FOR CONCIET[ SIE 909 UIE ON SH EM O a O___-- FOR WOOD SEE 21CIIONS ON SHEETS 10 O tl ..._ REGULAR STORM PANELS t� tit Q ELEVATION N.T.S. 2.6r Ile Mw. CAP OM O,OIUP`-.1 WHOLE MMEY) i v _ � MAXOAP le F1.OMDA aIRLOrNG CODE h V•bc Nunioam 20n• i 44167 e107017°C0 a' 20 GAGE OALVANM STEEL STORM ►ka * 1B * A. a/W/M9B IUK n N.T.S. TE : fy 11L E C O IM C. PROTiC a PRODUCTS, LW. ells ' cab tLM mat OL�•. ORV . ` a. a a. A w■Hr tipRao ,• . 20-176 aN.KHr.1rWI-rA1 (MN)HNs-NL44, O94)NU•97P SS •• OA- 9 IRANIAW 1W: WWFOH A a. Pi ■aT 3 O TW INSTALLATION DETAILS FOR REGULAR PANELS (b dt Cie INTO � EXISTING POURED CONCRETE OR CONCRETE BLOCK EOISTRUCTURES f -- DR CBNCRLT K r—OR COMCKT�'E SLOW OR NFICIEI K REOUYIED 0000H1IIaSR�1tt ANaNrRs IEOURM WAUSED -of: F011LE ON i —• R ON i r"�1CRWLr II ---------ANCHOW FW C006COM SEE 9GIIanE ON SWEET .------_..-. POIR WOOD SCE SECTIONS all 3mw 12 13- W.. Lor 3. DEAM 1 WORE WUM 9.•'% W'A Wa 1 I (IE- 7_7 o f Oa faaWc >1�4 , 1 I 1 a trs, •a1 W A I 1 i r t I � �s/alyeouW�- la�sW�,9bLn W/• iL 9W19 IiR • EAaH -t -' -- -'--1 � IIRMIS IiF�FAM I —. .. ._ -_.1 'ITAaM. I Li �NMM , i"OAMIPAa i OF OF ' I I MAf awl I t/4• I ef-2 .Ve &S_ DOLT MCI. I W/ 7/e a3/3r WINO MIT I,, I a 12 I O.0 oONC Etc ARnIORs ■ loom ON e9oEau all War ID : _ _,mlgD COIIOIKE OR _PONOO,nt II BaNCR,E RaK � 9oALr 3 ,� �3�1•� EA. • m0E ODTANCE max FOR COMBINATION of SECfI0N5 (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SLAT ANY INSTALLATION. INLM Iv III , i I ( , I 5bx F(y jl/wasr,I-.. :� 'I "��" ■ ..i_r... iI Ti 1. -.._i _ T.. t.i �.. ..�.T �,T .1_li t T i T i � li I- i `' or V Jg NSW •0.n_,yO I I I I Y ( , 17 • i,+a + f I I : I I j I I� • EAOH D.Y..®at® MtBYa I• w+.l l ♦77 , .i% . % j Krw, 'tom— _-ICONS: FOR CONC Kt SrctG W SON SHUT 8..--.—,-- V 1 I I ! l i ( 6C1LE 3/32'-t � 1/4• IAAR. CAP ( 1 2.ar I (en OH:eaIP -t WOE 1NLtY) - - - _ OaHNGEE9a1mlILC'� 1/4. HAIL . i....._LaNIm ImNCRLTE a SECTION A -A n,� aCbE101gW1[O1[/ aDa BGIL •. Tt3 J2/ CD Cn —Cu C N C�Lt` d 0 C Cd -0 .� 0 W CD Ca 0 L Q 3 C 0 U_ o 6-0 CU p ICU > .� -0 C 0. cn o F_ -0 .0 C (n Q Q Z Z W J U) ,♦.rNr ICU 0 L U CL Q QDCssaN U CIO 0 CLL U 1() ICU W Z Z Z Q 11 SHEET NO. SH 1.0. I■W■ILYIIIiILYiIIIIAIlkiiiA m ii aL►it .. Ta lrlxr ,. a A . a raj • ®e•L � ■■ ■ �run�al��Ri KNOWN 2t >, . 11•.. {III �.■.■�■��1�1/1111 �lii tlli• . � ■ rnr"rnr rnr rnr rnr lrnr �c +L Ooul�a q YLIl1.lAN EE•uenalLE sm IULLON WAN (H.) 1EOIIWEO MN. TIlr MUMOM - 4 4'-r 2• . Y . 1/S' Y 1•Y ,. A .. p W.We"04 Its OlIff TWIN: 1QMW UUORN CAN AISD K NSIALLEgD�W/O STORY PNELS ON m. (Nt INBL aAT OPOWIC 1*7 W/ 1UK lOP a WON) a OPDNIO. rLSTLLUTNUL - TESMATIVE 9w SCALE: 1/4' . 1' W:TIIl� T111E 4W WALL- 1/4• . 1- NLTIESi 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +56.5, -72.0 P.e.f. AND PANEL'S LENGTH UP TO W-B`. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN PINE NO. 2. W/ SPECIFIC DENS" OF 0.55 OR EOWL TOP A: BOTTOM MOUNTINGS CAN K COMBINED IN ANY WAY TO SLIT ANY INSTALLATION. YO�,eaaMN i ra;�•- NIL � I .11 .,• •.nN'A ,realAe,l r.et tr Ig r !�er+elr�l 1r��r�� ,�--�:HJ INfb • � aYrRr Yr Y /Yp � 1 1 L-- NA.W NAM • (Q WAUP1 Neac-liv- sftff TM ■,,,na n SOON , ., CENIMO A FLOGS YOINANED WLLL t FLAG! MM■RWf2 NISTLLUf10M � LLTElIIATIVE AW NLSTALLITIOMR - LLTElIIATIVE 5111 (SECTION AT TOP ■ LSIITlD TO +564-97.0 ►MY. INAL : 1/4' . 1- A.S.O. OE11GN PRIUM FATB40) nr - ow .I'�illr. ■N STAG! MOAN = INSTALLATION - SECTLON MW BGtL• 1/4• . 1' FT.ORIDA SULLDINO CODE (Hioh V•IeoNV Hurricane I 00110a7I NIaOa Oak"" APOOK MR OOIOKIL ANCHM m scmmw a OQT 14, raR WNOD KRDa to Ke1,oN a 11,61 n (AK Wil2r W� sum 1q 1. 2 ! TW/1S J Pam ulanc � � INN• 1/1 �4. 2R/4 3/4 IR 4/4 1, 2 t Tw/1S �r III -\ ,CID• POUem OPNcsa . )-------..__. -- - -- wwwww HE 111111M !!ill Im I i •° I - i"K ,. I (DD RGs3 (NTDaa («WADI wa) aNtaa (DD PNa) NaI �y�W�MaN/y1♦ {Y!J roaIDWSTDN I � fIW a 1! t/E'NQA a I W aAw Ia1S� i t/r Mh .rr I TeW 11 1 aC. r Y1. (ai( aj >Q 6 �1 t 0.4 f» GET. ,/1q l� I iy (96 OEi. am 1PNKI/1• a • yl•) I •7o NMW M POUM r I ( 14x;AIa CA comcm 1 ■°Ptico MAIL A 2/44 W41 3/4 a V4 1. 2: t Yw/ts 1, 2 t 1w/15 A%crouun LoaiIOn ' _i opt uFE 9AFnr FwNa AREA r/Ma In SAFETY PANELS • (7 i I I LOCATION OF LIFE (9f[ NONE ,BELOW) L.. KWAAR PANELS W/ On -"'----_--I- Swm PAAWl W/o REOLAM TRACKS ) / ----- ISSN Tart t CONCRETE MICHM(SEE umm" w _ . �1/ •... r / J.. i. lRp��� KL07O In SALAST FETY @_mPf*MX09 N� ASSHLL SWEET 14) PO,Nm OWROWIT V"4 T �Kr.01010 W0 1 A= �'' NNEONIRto OWIICKIIL aaH0111 1•J a �IiTALLia a Itt3laAm FROM eIbEE TURE "m �; ,.) �A ELEVATION WALL AND FLOOR YOU WALE 3/xi'-1' SECTION 1 SCALE: 3/B' - I' -SECTION 2 SCALE: 3/6' - 1' ,/•' M. ow ®®a 1 • T • ,/• M... OAP NON Let SAEM WOW PNIF1 SYSTEM IMSTAL,ATION - -- ,. LIFE SAFETY SIM PANEL CAN K LOOM AS AN END PANEL (FIRST OR LAST OR Af INTERIOR PANEL. (ANY PANEL LOCATOR B[7WEEN PANEL) 1 r AnaOR Nv6s. GIL/DeWE 1aoO0I1 LIFE &ARTY PANELS ILLY OR MAY NOT K INSTALLED ADJACENT m RCW PANELS EK MtE ,) p On Nyaa (W/ OR W/o REGULAR TRACKA) Aa ION 1) 2. UFIE sA/[Tv PANEL COMM OF O.QT9. OKVAWED STEEL STORM PANEL AS SECTION B-B PER rnIf+DN■rT SLEET 2 Or GROWING. SCALE 3/32•-,• im PAtEL ITSELF m K REMOVED OR IN■TALLED FROM THE "M Or STRUCTUEE. 3. UK SAFETY REq M TOP TRACK m K COMPONENT 4DA BOTTOM TRACK TO A'TlA4/T BE AS P[R fi1ffT 2 Or THIS DRAMMIO, f`QL ,.:.....,, •'_ COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOUOW'INO 9ECOON& I A : •'(.1:N L1„ ' • . 2 oN TINS AS WELL AS DETAILS T A 2 ON SHEET 14. J •'C 4. Mb. LD49TN FOR COMPONENT®I& W. FLORIDA BUIlOWO CODE W h Y Hurricane lam Net ANCHOR SFVCMa NOR COMPONENT ®ANCNNOItTOE AT BOTTOM ■ GIVEN ON �• * ,mfl R1aLA s.L 20 OW 04VAMM STEEL R M PANEL W»I en SCHEDULES A 2. SLEET 14. COMPONENT NAY K PERMANENT Olt REMOrABLE. PRODUCTS. r1/N/KEa S. SEE DETALS FOR NWALLATON Tao ROOD FRAME ■ILDIGS ON SHEET ts. 90 •. as .. IL ECO LMC. GLOBAL PR W1 YPODw'w LLC. om A SEE SHEET 4 FOR DETAIL AP►LICANE m THE NECESSITY TOR THE MWALLAT10N a 20-176 CPYE ti SIA,• SPACDRS AT TRACKS OWALED ADA" AND BEYOND m STUCCO/W000 IMIM. S ••N Al � N,.,.5 - N P11Ca1 pe4),r-1NL nM pN)rw-.»7 M�N}W�1_�ILN7I�AI., rN-INN I PE Kl4/OrMna/MlI rldYOA tin A'Mtp • _ - • "W U M es MAXIMUM A.S.D. DESIGN PRESSLIE RATING .m.f) AND CORRESPONDING MAXIMUM PANEL LENGTH WLW SCHEDULE "W ONLY rOR A •■DWLA7Ol1t A9 PER sECT1INs 1 71MU 1a am f1EEp 4. B At 6 MAXIMUM A.S.D. • NAM W/ 1/4'a-/Wt• 11 ILI A aaaon R wmw r ommu Or IWLL DESIGN PRESSURE RATING .E.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES COW ONLY FOR PANELS IOA ©OgftL4MO AS PER SIC/IONS I THOU 7. ON 91Q17 4 A 5)Ia To ' ' VGEN • FLOMDA OWLDBEO CODE (With Velocity mu me lone No. 4167 "0°011IIOD "� 20 OAOE o,LLVAMD STEEL STONY ►AMMa amrp W. $q� IL E C O anvaTr LLc q Tor ; - j 11f11. . I cA H' >p'• �ss%p" 'L EN rliai•, oNian 1•lyrw _� r •� NIOND PM)IM-»M pw (. 20-17B M-NOA1a r., TOSOn MN A al _4* PL NMI N so ,A111MW A.S.D. �L N, �N 10 OIIM OaN06,aN f '•N � � 16a +ee.a -a1a r-e• a Lae 1 1/4• IANSOLTm 1 Waal a r T •ss -lea >r_G• ro r•6• M6 1 a/•• tAW0.Tm 1 TIPM a • 7 .®A -TAG >r-e' m 11'-0' W. 11/I• ' •0I�°oL�NeA�i•eN e .•As -.ao ,r-4• a Lm a ,ry• • ee��1 ,�N a e • ,o IIIIe■Y Aso. NEI1911 RANK (P4I.) IWgRY cons feOWO M E0. - a Try- fECE/ i NN �OOa•MAW M,IWAIN PIIrL IDIOIN 1' i1L) taPCa w UP-ar tP4K-N NINIOIWI rr.AE a N,61YA[ •tNW W la]MCKI[ MR�IE A Comm O0 �,[ W ONIOI[R OROaIIl1[ A OONOMK SUM W ONaIER OONea1E r NN/A ILIA WA r I•/A r N/A r N/A + (10P) I' 6' N/A WA r r r r r s' r N/A N/A WA r 1(/A r N/A r N/A 1 (,� r N/A N/A TN/A 4' WA e• N/A 6' N/A 1 (6aRpp +06A -77A r WA N/A N/A r T4M r N/A r IyA a • 1 (T0•) 7'-r a IE9e OR tN9e r 9• N/A N/A I• r r r r e' 3 t•NTap r IL/A WA WA I' N/A r MIA r N/A 7 (TOP) e• r Iyw 11/A r s• r r A• r 4 r 7 pnrrDlO Y/A N/A s ,ry• a 1p• n Try• a //4• 11/r G TH• 11/r G 1/r / (1DyeoTT010 sa Waa ,o • n .PAL ATNCNIOa flrS A sAY4i rat PNGa1AA01r PIO IDOB rIYWE ■POLIO 1111NWM ANCIM INWCeIot AND NAYN SOON IIeIAIC AK NInI®a M AaRMt ra Ea. UM iwN gloom tN ADImW[ eK110[ Nang OAINO F LLUIRYan W11alD WIOIW ON TafWpNE sY 7K /aNDan /7C1a9 MR 1N6 0000001110 K 19f6rL emuw llerrO GBOe1fD INIn rrCTOR OWL MW ■LOG TALL IIII4RIM WMCK IOOAIED roe f/1N11 At101nf lYA[ AT NW4nRI IOWPO. AIRIIIR TWB VaTr 1/14 ,/44 1 41t _ 1�1 1/41 weN s 7M.� awa, Oleo •e. Alga eRIaW w I a a a e to 7 ••r.,r.,.Ya tNLNr w a , a a a , +n �••+ o,l.+Wr w a a a ,n 11n • a +n tall Y slNl■1 r- ,m LA . e/r IIND INAIS IW IN,R N�ffif 1. M19TALLATIONS ARE ONLY VALID FOR SUN.Dt" WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-6'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR REGULAR PANELSCb & 6A l 1 � t� `� INTO EXISTING WOOD STRUCTURES •`_ y yIO al4 \1 4 ''r"'1._--a/,�i- ad,_}k,F°`wN 1 ��1 In• �• j ,7rt i�e�d ■ - �,. for two ap (ala°"'Eo� I "MI•W,m"pp1 ; i 1 - ALTERNATIVE 1 W SCJtE 3/M,a '.NI°NIIO °°' WAE�IIA E 3/6-1-1- I 'r no 60. 2210W tM W 01/16a I � >I I I 1 awl EO rr Vi EO}( a ENO tot L II L 4 I 1 aW.o �ar�a.A1-I •t �I� I ' i 4 o.A. .Ni N"i. '• Y,a� -_ ,/•�NAe Lord • I p�R/ TRIIiRRIW, .,NNW � ALT�NA�E. 4W li p1t I 11 R AMN4 1'i� IAINNTAI I ATIIUI 01 I r t� t. ti _ I. ^00 rm s, OVERLAP (/2 , 2• Pope.)_ 3' It (GaE IO - Gam MANNIAN IAA rIt■OAE N TMC011 a 1M-N! 00-0 NINMIE mu o TO IWQwW 7We FU010011f i OaO I I or noI IMFI Mo. V (ILI IMN1Wcommm A OOIIGO[ W TO ow a1 W Ia To Cy„D,E,E wcP W oO,a1111 0. -72.0 0' N/A N/A N/A r N/A r N/A r N/A 1 ! 2 (TOP) S-O. ON LESS D' T r B' r r f• 9- r r 1 (BOTTOM) +SaO -72A r N/A N/A N/A r N/A 6' N/A 6• N/A 1 A 2 (TOP) 31-01 m Y-e' 9• 5• r 0' 9' 7 1/2' r 9' 6' 9• 1 (BOTTOM) -72.0 N/A N/A N/A 6• WA 6- N/A r N/A 1 A 2 (TOP) T-6• i0 r-B' f• 4. 9• s- r 6• 6' 6• 0' 6' 1 (BOTTOM) rA eem "a PIKIsm I p" a a/r M rd TN► R AaA4 OK I (MID 0 r Ib 1b W 7 ANAQ A W7LAllaCW31xv an. PNM TO OF THEN +49.2 -01.5 ,• 4 1/2- 4 VIE. 2 (SOTmM) r-6• ON LESS +52A -46.0 3' 1 3- 4' A• 2 (BOTTOM) r-6. OR LESS +56.0 -72.0 2 1/2' 2 1/2' 4• 3 1/2` 7 (BOiIOM) Y-6. OR LESS +SSA -M.O 2 1/2• ! 2 1/2' N/A N/A _MOW N/A N/A 3' 3• 2 (IIOTTOM) r-6' 10 6'-6- r t �� % 1/4• III w I I SEENOF'JIENi PANEL -END PANEL 1 w O. ANCHOR fWEpKE dl�J- L_,•�' y Pa 112 TOR 1L''LINo""cP�D DETAIL 2 : FLOOR MOL NG INSTALLATION (APPLICABLE TO SCHEDULE 2) WA& 3/tr - 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.N.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH WLW SCHEDULE (APPiM4i6E near m ne•+w• 1 A 2 rerwTEO rnR In sffm aTm PAWL I.PWWW AAAM'mtmo Merl .I• INN LAM SLAIS .sA0. -»A r-r�I�) : i/.• taRim Ta W W Ie MR Gana TVPE a W0010 Pa WINUAMIS WIG WINO A ME sUOWW. WHIN ANCHOR WMW= AM MNMN mNE O WJW ARE 001AND OR W4 SOW" FOR Lo. Un TIM11 0100010 a scimu Owing 1PICION SAW" N IAIA.TTPLYe1A WICK MOWN ON 800OLEE R 1K FW MI G OCPOW FOR INS OPENOIOM W K PONGLL mom= >IMOO OBWEO Wan FAVION W41 NOW K U M NNW MAIN WMCND ITNOI m TON LAW AnmR Im AB No"" LINDD. ANWLNR tWE 1/11, 1/490 1/1•. 1/44 1/P. �el,ea ow+Ilr - � arN-N - e.. ARNOe NWar ) a a a •MO.r•I0 w a 3 a a a Y4A.1 i0w a 3 11 2 a to 4 Aa1L sa 1Mop1 r a 1 MMn ONLY FOR PANELS ci& Q MIAl1AT101R AS PER SECTIONS 1 THOU 10. ON SHEETS a. S A 61 _ AAD. K9ON IY06AM MI0161a errE510 ION 6A . 3 t/r •- tAPCOH Q TN-ORP MlK-W PAIILUMIC /GINS D PANELWIE FUNS 10110 K7 PKWJK NaW W CONCRETE ro C mmm ro CONCaIII A f1011GMR W Como" W OOINCREi am W CONCRETE W COPOEtE SLOW ro OOIOKI[ W WNWsum a A CONCAM TO OOtlall[ WON aD,I•eNAtIOR 6r TAIL LOOM 1 fN�i.) 6' N/A N/A N/A 6' N/A 6• N/A 6• N/A N/A N/A 1 (TOP) 6• 4' N/A N/A 6' r 6• 6' 6• 6- N/A N/A 1 (BOTTOM) 6• N/A N/A N/A 6• N/A 0• N/A r N/A N/A N/A 2 (TOP) r N/A N/A N/A 6• N/A S• N/A S• N/A N/A N/A 2 (60TION) SDA, -72.0 6• N/A N/A N/A B• N/A 6- N/A 6• N/A N/A N/A 3 A 4 (TOP) >r-6- To 6'-r OR LESS 6' 4' N/A N/A 6' 6' 6' 67 6• 6' WA N/A 3 (BOTTOM) r N/A N/A N/A 6• N/A r N/A 0• N/A N/A N/A ?(TOP) 6' 4' N/A N/A 6• 6` 6' 6• 6• 6• N/A N/A 4 A 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4• 12 1/2- 6 1/4- 6 1/4• 6 1/4• 6 1/4- 6 1/4• N/A N/A 5 (TOP/9OTTOM) 60.0, -B3.3 N/A N/A 12 i/2' 6 1/4' 12 1/2- 0 1/4• 6 1/4• 6 1/P 6 1/4' 6 1/4• N/A N/A 6 (TOP/WrTOM) -6- TO 11'-r 56.0. -72.0 N/A N/A 0 1/4- N/A 6 1/4• N/A 6 $/4' 6 1/4' 6 1/4' 6 1/4- N/A N/A 6 (TOP/WTTOM) -6' TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A 0 1/4' 6 1/4' 6 1/4' 6 1/4• 6. 9. 10 (TOP) 43.B, -46.0 6- 41 N/A N/A N/A N/A N/A N/A 6' 6- 6 1/4• 6 1/4- 6 (BOTTOM) 12'-4. OR ON LESS 6' 4' N/A N/A N/A N/A N/A N/A 6' r 6 1/4' 6 1/4- 9 (WrroM) LESS N/A N/A N/A N/A h/A N/A N/A N/A 6 1/1' 6 1/4' 6 1/4• 0 1/4' 10 (BOTTOM) IM SWIM 10. 11 AND 12 IN ANOIO61 WPE 0 IPACNQ FOR IMPALLA7IOW PRO WOOD PRIME KNIMA, MOON ANCHOR WV M APO MO MN ®OE 91130M AK WDICAM a Tle9 9O1000 A. Pa La LEa TWO .NOIOWED 00 SOMU 6EOUOE ANCHOR WO NO /'I WUfLYK mmew SHOWN Ow SONCOLLE or DIE HOLLOWING FACTORS. roe INS OPWWION W K POOODIL R[OU= OWCNO OWANCD WOW Wnl t OINL TIN K UEIs DINI WORN 9NCIW IDr/Mm FOR EACH AWOHOA WK AT AMM LEGEND NaDR TrIE 1/4i - 1/r. 1/4•. 1n a ,(.. t/41i "pop orrP-r� 17W0�1 11011O 4s1 0. no" wwm w a 7 a a : +n I ••Ow..1 of a•..r w a a a a a a to Tu WN o,•r Br w a a a ,n a ,ry a 1n Aa1L BR. / AO T 0 A r- 31 iNsTALLATION DETAILS FOR REGULAR PANELS(b & dA INTO E'XiS/TING WOOD STRUCTURES �/ •I� ih10 P/rElllli PUq /\ � • 1 4• o.a r 1 - MN. PANG LOOM I/•1-fKt (SSE NNE 1) I s0s i Or t• I Y,a I / &w me '------_.- --j (`� I' �� i I MD � Or PIAA7E 11 FY I ��U J v 1nV. _ .� ..1/•1~•aWn• ab { Me PAMIX'LENCIH OME NOTE 1) -I , v 1- i I • u 1/r oc, I I 1 _ I ��. 1/�IAO SCREWS • fbWE 1 MU 3/6-1• 912IIi, 1. INSTALLATIONS FOR ALTERNATIVES 6W. OR A IOW ONLY VAUD FOR NNNIINrNH P& MIOS WITH A.S.O. DESIGN LOAN UP TO +43.6. -4B.0 P.S.T. AND p• TI(� PANEL'S LENGTH UP TO 12'-4• •��......... /T L FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO K SOUTHERN !�'; •• ✓ PINE NO. $ W/ SPECIFIC DENSITY OF O.SS OR EQUALNOTE FOR effigmAnom gL'jumm .LJ0C • •� *: TOP N BOTTOM Y AIT TO ITT BE � COMBINED IN ANY WAY TO SlM ANY �%"�••. - _ -- - Mx PANEL LENCIN /sy-Sal• y, (SR NNE 1) I m!; 11.;, 45 i• I INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM I 10 oA INTO EXISTING WOOD STRUCTURES r � 1tm t \. I I � Nlp11PN0 ww'0"/D` ALTERNATIVE 1 ALTERNATIVE 2 ,, �11,,1Y,,• wart � ,odj'ir% 1 00 I I Y I i ■ I Eo Eo / I Fn�-- I Sal a CO �Im W000 Mil L �, 8 CaAI ALTERNATIVE 3 ALTERNATIVE 4 Aom MOnDEna aI°IAa / 1 1/2 +/.%DAL too MIAMI GMWWO W/ 1/4Y-IAG' as Y3. 0 r O.C. a 1/4••-I0 PAamm rnw f D a ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS rrAn, AE RW • r os W , Try• •n oar, W. I• RaTIMna To ANoo IRATE NNE : 9AUM ThOd NON WORN CON CAM WALL MOUNTING INSTALLATION ALTERNATIVE 1 W $am 3/e' - r T. MIAw,DW ARE ONLY WAD rat MAW= WfIN AAO. OLSON LOAOB IF TO +U3. -7sa .A AW FAtft's LE a1N is A B'-r. IL Mo NEW WT /PANE WOOD MOW ro K SMAHOM PIE N•. 2. W/ MIMIC of OSs a EDIYL C) C) L C) 2-10 Q O Co V U) L- C � ICU CU � O O O U_ C) •N 'p 0 O CD 0 � /Q� .� U Q Cn -N••+ =3 ICU CL CIO ■� V/ ICU LU = Q Z Z Q J SHEET NO. SH 1.1 P 111 I Ir Tmrml MlllllllllllllllllllllIIIIIIIIIIIIIIIIIP R �.-_.--...------ """"•" (SEE SECTIONS ON SHEETS 17. to to 13• MAX. S+/17. Wt7, WAIL M/17. 46/17, WAIL r MAX i• MIN. fW/tf. 7Mr/o ! aw/SO �wr/,f, Tw/!f I. a" 1• NN. TAOM MICHONS 'T�' BLOCK Fignum i f t I 1 1 I f i w6 , I i art NW 4v.N:,' al Mf T ._� - IA MAX. l_PA14EL LENGTH I (WE SCHEDULE) ?� T-.. , rrr -4- I L.6NW.AP•+ .. -- t - � I SA/17, Wiz. W,a - wla w A In • RIf NAIL �/t7. 4a/li, Byta 3• t• IML eNO/ta 7A1/Te! ow/!O eM/la lfw/N «Nw/SO 1• yN, ..--..__-------------ANC/HORS (NEE BaTIONs ON Steen n, IS. u « 201---------- - ------_-. __J • "/,• OPTION j2 FOR LIFE SAFETY STORM PANELC1i ELEVATION `Da SCALE 3/tr-,• t/r raw 1 �•7I IBl'. , ,! MAXIMUM AS.D, Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.D.(.) L (ft.) (SEE SECTIONS) TO GRASS CONDITION +55.0, -72.0 B'-8' 2 3/4' UNBOLTED srAIE 3n--1 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFE STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR MIp CON�CCRRE[TE BLOCK STRUCTURES �( APCMCON CROWN • CA�pI bRS -----i :' GA/om ANCHM D.POIARED °°"CITE", a, CaNp1E,E, 17{ . POtMMD CONOW"' SLOCN ItOIARED I=' OCK IipIMED ji STACK REDIIMm MIND wLM 1/2• D.C. j+. WNw,�Aa�NN w 1 I IIIC ,R 7 1 1 1 v I � 3/32• WIND WEINQ (DEYDND) 1 ♦ TAPCOM ANCHORD i 4 1/r OX. (6TIGSEIWD W/ STD) ___ �BLOCIt IL AM&EL SCALE 3/r-1 • MIROSI II•LIrNE NOft ANTBTs TWS ,M4 � IAOIO NR NIrNLAIBN! NNw MIwD WORD r A,NIIOI WXaw P.! S RRrE RIIAD INMR AR lrrlA A INN ima ADD t Two at IHo DNI DaWR't AIL USA •r4LlAWr.D q Ar Ll OL) [ TWA REINVL[ HOD I O TIIw ANTODICATED oW /rAWeut REOHKI AICIOR trVt•n er ru1lLlro IRncNo Warr a 20Aaut w•rrI a.riY w Sy L M6RIl u TRIRgt fY M F 10 BE ►ACa roR tlw M Pa RIOAXe__-- wmmo v m FA K LAMI TWA k* AND ►ACING ac IHa, FO LANE TWA IONLAR1 DINCND macm FOR GGH ANCIMII TYPE ON THIS SDWOYL[ -'-- -- -' -- _-- r_ -.... _ - - �r 3, H I r I PI[I I 1 1 i NIWf ' I I 1 i I �1I CIL- « it f/r OA. I � � s N ^I0. THAT SO INSTALLATION MAiLS FOR SERIES 2000 AND 1000 E-Z HANG STORM _0 , I ! L_ - -H VMSVMS. Ns w/ . NUT ERM,ER I L_._ 1 4 TAPCON ANCNNO I- 1 A• TAPCON �4 ,/r D.C. " 04,/r OA. R0°OOUMiDK:OpC11EiE NIDCIKNACU CIXlGETE 6lOCt REQUIRED SCAE 3/6••1'SCALE 3/e•-,' INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ 1 4• TAPCDN ANCHORS My4• TAPCON ANCHORS S" ac. i r D.C. II[OUHR[p �N' GTE OUYICOCIG [TE NOCX� r I EMI 1 4' ) 1/1. f � • I T � Aar. NwaII•ws. A I �z�W I OLD tl'�' i i i s GLASS I I aaw • r ao 0 ; I co.• i I I II • e I" PPANOLMATE PLUS w/ H I _� /K�q) ►omam E � I __VI" - v WINO MR I" let i(%e A ,I 3/3r RNO Nur wA ER I .IAA[�', ''Riotm" REQUIRED E NOCR ���O�R AC�O[U�1ftIC BLO K yi�� ��AYyYA[l ee, M :y SCALE 3/r-1 i a A SCALE 3/e•-1• r 3•'uCEN' ND.44187 FLORIDA ENRLOING CODE NI h WN NurMaone ZHme k : .SwF Tawas W- ATE 20 GAGE 6AWARRED STEEL STORM PANEL aFUPN m moving�+'•. O.o'•. OR PRODUCTS. o/w/[NN ORAL0���IEBe. PROTE 40111 _ LLD. am mom pN)•D-wy �µryegr.H,wT 20-176 mal N!♦. ti, -Nall INww R P,a MV./iIMRFW/MR p{•OBOIIIe MIL A •.. AL HI,HC N O >M TWA A1OeR EN elNer w R >D IwA ANpWIM HITS • Prra roR NfGYAMNW IAIo foaG RI6L IXAROeY r AI,wA IArAr -• 7 7 MNIIHN AMNCHDR HIWCIHDI MID tH,tMM moo i ) mM osAHNCL ME t401GRD ON ws •4w.WrIM eDmac FaR LA Ira 1NRN NIWm HN NNe.•u a14.r. Nr 0,) ► 3 In fDolLt RSDIXLK AACIIDII 11,L1a Br HALIILY1011/IICIII MHDrN W SCIMaIA[ IWla IDeISR N M /aNOaM ACTOIR TOR TMI ap010M 1D M FOMeLC R[ONAYD lYdO aegw/D 11lIA FACTOR IINi MDT M 11M THAN II/IHAA f1WCM LwIDOm -- IaR TADS AKIq tYR a WIB ftHmuE s',m INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM °Df°"" '" -2 IMMG sTe■e .��,I INTO EXISTING WOOD STRUCTURES 6.1) MINIMUM EAWEOMELR OF TAPCCN ANCHORS AND PAIEIWTE FEMALE ID ! PAWLMAIE PLUS INTO CONCRETE INTO EXISTING WOOD STRUCTURES I. a-: NANO STORM PANEL SHNDWN ON THIS PRODUCT EVALUATION DOCUMENT (aE.o.) HAS BEEw vgaPlEo FOR coMTILUHce w _ ACCORDANCE ITN THE 2020 (7th LOTION) Of THE FIARM SUBDRNG COOC. NOCX SMALL 6E 1 1/4•. \-- -- ~ - - DESIGN WIND LOADS WALL eE WIDOWED AB PER SOLTDM 16"OF M ABOVE HENNOWD CODE, e.2) MINIMUM pl MMXT OF 1/011 X 7/e• CALK-10 ANCHORS SHALL BE IS 7/e' INTO CCACRETL - i ,i - '/ •l �, - FOR A MID S/E[D AS RELXRRED BY M JUIROICTION MARE TIES[ 81RRTCtS MARL SE wSTALLED AND) Itl/04•EI T'i0°�EwNN SOF°I,11E USED SMALL K (f1gWA ANY FINISH W,D1ML E106TJ TO may% .MOOD IwADR �y,-! HEADER J` IfAOEN _WOOD HEADER '"' - F'OR A ONKC1gNN1FY PAC1pR Ifd-O.e3. U9NNi ASCE 7-1° AND SIMl1 NOT EXCRT) M WIKIMUM (tiS.D. 6-20 SS �RT%MMm /IR'OIMIm 1/ OEM PRESSURE RATINGS NgDATED oN SHM 2S a 26. 4Y 1APCA1 ! r ac '` , 4V TAPOOM • r O.C. 04W 3/4* INTO ANCHORS. , .1r A �� a , .v GPCOII a r o.t. 1/4 4~+TAPCON • 0 \ / - �yi' 6 0 SIWIN D'LDC1teE RFDIICTO VERIFY m r0 0 1 ULTIMATE ADM CONDITION. L011RS MUL11�MLT7 AG°BOETORMIMED TMEY SY O.e M'�'dDER TASGE O 16 9.3) w C/,9E THAT PAECA6r STONE. q1 PR[Cw4T CONCRETE PANELS BE FOUND ON THE pOSTNfi WALL, --�' 1 w' TIIwAW(O -�1 1 HATE iHHRVDEDWOOD POE11AtIW AT w0o0 1 PC1EIIk11W A w000 / PM[1RAR01/ AT MOOD HEADER ` I IEAOR ro cOMRME TREE w/ HAIR. (AS.D) oLEIGN PRESSURE mymm NOR•arm ON SHEETS 25 ! 26. ANGIORS SHALL BE LONG ENOUGH ro WON M MAIN STRUCNRE @SUMO SUCH PANELS, ANCH a ,HFA001 HIA10ER IHM001 r , WADER / ` SMALL BE AS MENTIONED N e,1) AND N B.2). \ i HALM/ 1�[/ J N ORDER TO VERIFY THAT COMPONENTS AND ANGERS ON THIS PLO. AS TESTED WERE NOT CIVEIR STRESSED. A 33X INCREASE ,/r 1/a• i/Y �. �(. t/r ,i.. //Y t �. / 1/2• 1/4' /` , 1/2• � 1/4• w ALAMAILE STRESS FOR MD LOADS WAS MDT. USED N MEN ANALYSIS. FASTENERS SPACING TO MIDM HAS SEEM yli.._._ �,,, .. , 1 1 j i/ / OErOOSIED N ACCORDANCE MAIM H.C.S. M,S. (0) SE INSTALLED FOLLOWING ALL OF M 11�lRIENOATIONS AND SPEGFIGTDN! OF TM ANCHOR'S .� 11 IT SHALL SE THE RCBPONSWIUI• a M Cp�LACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCII111E MERE SHUTTER T- / i•`1 \ ---i / \411%, MDoo HFAH 2• W000 MKA1 - ram' ---' STORM PWRL'S ADEQUACY FOR IMPACT AM FATIdR REMPANCE HAS SEEN VERMO N ACCgIpvDE WITH SECTION 106 OF 1n. I IIeOUN[D ` , I TwD1RREp A I M ABOVE MNIIONED COOS AS PER iVKSIMTION TE51RD LABORATORY. INC. REPORT 7032. A4 PROTOCOLS TAS-201. dR MOOD FRMIE eUeARIGS. ' I I I (7(DJM I 1AS-202 AND TAS-203. R TO SE ATTACHED TO N/S{RB PROPER ANC1gRpE. TITS SHUTTER SHALL ONLY BE ATTACHED TO CONCH[ BLOCK L i I l • i Lam__ , 2. THIS ITEM HAS MEIN DE6gNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING M OPD040 FROM M `: '� ,� i � � ! ( � � • � .fT I � WSIOE W/0 THE USE OF A IAOOL,R ON 11R. THIS APPLICATION R MMJD VIIIM R14TAUTDN M INTENDED TO BE PERFORMED t2. M INSTALLATION 001[iRACTOR IS 70 9FAL/CAUIX ILL 61NlT1ER COMPONENT E1XiEE IMIICN REMAIN N COMiMJ01A I ' UH !. tY i OM7I16 •� HMI,YN,ON t• �. aIIM , aIN,No Aa �� i W. �� I FROM THE NSDE OF STRUCTURE. �� wTM M eIILOIIO ro PREVENT MYND/PA2N INTRUSION. cAxx AND SEAL aHnlrtER TRACKS ALL AROLRD FULL 'LL w HIAM INFUSE No HN Mar ,q I MM) A am WM, 16) i `i _ A 1000 INSTALLATION R APPLICABLE To SINGLE AND ONUSES HIRING STYLE MEOWS WHEN INSTALLATION IS RECLINED To BE _ ow 11) I 1 I -pet 4Dm4L - OC,o10 ° ogle I I PERFORMED FROM M NSM Of STRUCTURE 13. STORM PANEL INSTALLATION SMALL COMPLY wIN SPECS TNOICATEp IN 11aS ORAMIO PITS ANY BUXOM AND 20NNG pQ HI O4[ >e lAw .^ I MQ SGIWAS-_ I PANEL IIDgiH _--n� PANEL 4. SERIES 2OOD INSTALLATION R APPLICABLE TO SDHCE AND DOABLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN _ f :_ __._. ...- , Wa. ao ,a ! , I1,/�v-2a" --- ; aH Elar 1q ' LSFE NONE 1 NIEI,OW) ,/a•A-m.T• 1_.. `.. _- (S[[ M01[ REOUlAT10113 PROVIDED B'I THE MLTDM COHERE PERMIT R APPLIED ro. IWIR ILL ann: � a � I I BELOW) s 1. M i Y - Yam• Ns1ALlAT10N 6 REOUYKD TO BE PEXFORMEO FRAL TIME NSDE 01 1filUCTIIRE. 14 ATRIUM WIDOWS Nq DOORS. NC. E - 2 HANG STORM PANEL SYSTDA- IS POW P01 (St[ NORRAPID.PANEL LENGTH Lllr. I i' mow I /.•4- %/ j I G dR w,ato . 6ELOR') S' - GLASS I - 1 S. ALL ALUMINUM DXNUMS TO BE 6063-T6 ALLAY AND TOO". (UNUESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EVALUATION DOCIRAENT (P.E.OJ PREPARED BY INS 04NM IS GENERIC NO DOES LOT PROVIDE LLL111_ 111 ,,, .. - I WIND PROJECT -..( % \ , INFORMATION FOR A SfTE SPECIFIC IA. MERE THE SITE CONDITIONS DEWAtt FROM M P.E.D. 1 .._ 1 __ _ B• j _.. - ._.nl UIT _ Y j ' I • 3/O . I 1 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAH HAVE 3105-H14 ALLAY. , METAL PANELS L NAIVE (b) CONTRACTOR TO SE RESPONSIBLE FOR TIME SELtCT10N. Goes AND IRvE FROM INCLUDING "WAIL OF j 1 , 4 O GPCORI.. -�- - 7. STRUCTURAL OUMJIY sTQL• ASTMI A-aBJ GRADE 'JO MI., GALVANIZED sTEE1 TTg9 FMO[KICT BASED dl TINS P.E.C. PROMOED DOES NOf pENATE FR011 M CONpTDMS OETARED ON -� ` 0.G -} _. _. ..._. OG910NLTON�� - Se.S Nw wm *a=). THIS DOGAEHT. CONSTRUCTION SAPETY AT SITE 15 '49 CONTRACTOR'S RESPONSIBILITY. TWEAOM `' - i fENEMADN At U a ALL SCREWS r0 BE STAMaEeB STEEL 304 DII 316 AS SERIFS OR COItl106DN RESISTANT COATED CARBON STEEL AS PIER DIN (a) THtlS PRODUCT EVAINTN7N DOCUMENT MARL BE OONBIDEAkT) IAMLD IF MODIFIED JMOMCM OF PLATE v - ._._-:= .}�_: .1 '.-. 5001B w/ BD W YIELD STRfl/0M AND BO kel TENSILE STRENGTH ! SHALL COMPLY w/ ROI10A SUROM CODE SECTOR 24112.3.4. I -i I I (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGIittRED ENGINEER ON ARCNTECT RNICH WILL jt7I �. I - i I ! f. BOLTS TO BE ASTM A-307 ON.VANUEED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. BECOME M I ONEER OF RECOWB ((E.O.R.) FORM PROJECT AND WHO WILL BE MPON°WLE FOR M PROPER USE OF M P.E.D. ENGINEER OF RLOOID. ACRID AS A DELEGATED 04WJ [R TO THE P.C.D. ENGINEER. SHALL j 10. ANCHORS r0 WALL SWILL BE AS FOLLOWS: SUMMIT ro THIS LATTER M SIRE YEL2FLC ORNIN66 FOR REVIEW J A) (.) THIS PLO. SHAAL BEAR THE DATE AND CROOK SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _ ; d, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (MIN. 1*"3162 P-Q RECORD 1HNT PNEPAVED R. COW. J .CM. 1/sY-70.3/4•aa M1�/ '1/4'M- 4 & W/ �((p - 1/4' • % 7/e• OALX-N AACIIORS, AS MANUFACTURED BY DENALI INC. (Ma1'N, fe-J000 P.a4) ,a STORM PANEL MANKACIALRY LABEL SNYL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAMEL N t N , /•Y•3/M• - 1 } ...1 L.' - /14-10 PAKLAITE FIMALE 0 a PAMELAMTt PLUS ANCHORS. AS ►PWXIU BY ELCO CONSTMJCTDN PRODLIum TO COMPLY MAIM SECTION1709.11OF FLORIDAM DING C E. ONE COOL. 1 • , , womm ! 12 I/2• CA. WASHER (BLYONO) (Ca-0350 ".l. 3/32• eWI NO U 1 I I WINO L ' 7 HAND NUR l/e'H,IupW rIq Ian ` ACCORDA/CE WITH SECTION 170e.B.3 OF FtOHDBUILDING CODE. ONE LABEL SMALL K PLACED FOR EVENT' oPEMHG- JI • ,: ,/2' oc. I ! I' NUT wLWHi (BEYOND) ' i { `LI l , 4v TM m[ w 6• oa �• w o , a s 1/4• o.c. i- 11 IASHHtR • I (SM06TAr N/ r i j�AYDfIMO /HUG) POITMWON �' 1 Yd" W000 �� U L7/rr v 3/32' MID NUT r.4- MM �i/B'0.3/32' WING NUT UPCON • r 04 I L , , MILL t1ewADQ1 1 •�- I A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PCNRED CONCRETE SHALL BE 1 J/.• AND 2" FOR PANELMAtt �� { J I I IELNLE ID ! PA1ET.Wtt PLUS. W , t MN MWAOED _ • W000 PLATE 1HNIQ5m ... 1/` ` OF PLATE A �M _ REQUIRED NEOLMWD I (BEYOHID) 1._ --- aF FYATi" At UAw10M ,-) 'i' ` OF PLATE A, 1°0M1G'H I 'l `I • 1MN°° FIAT[ WDSE,°0 TIME 114 i j4• D.C. Wtt1 1 1 ii i 1 j4• o rz1 7 __ 1 � .. J ' I A2) eMB ANY FINISH MATERIAL SMALL 1/4' % 7/e• CKN-M ANCN01R5 SHALL BE R 7/e• Ni0 CONCWEIE, NO ElReE011MT INTO -_- _.roe0 Nun ..-�.rt- Py/11' PEMMBi7FD _.. aPE�N[TMTDM I I I V ` ap�«7�1Mi ON I -' 1N/ro4• F fDEYA4X eOUS IREC SHALL BE LOAD ENOUGN(SHgIII,D ANY FINISH MATERIAL EXIST) 10 ENGAGE 3/4• i([� fCJLi J/r.1mmu mg• - �� ._~ ... A3) N CAS[ THAT PRECAST STONE. PIECA4T CONCRETE PANELS. OR PAVERS BE FOUND ON M EXISTING WALL OR ........ arxt 3/e -1" WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO TEACH M LAIN STRICTURE BEHIND SUCH PANELS. ANCORIQE RILL 3 ' uCEN 1bLE 3 -1• SCAM -1• TI BE AS MEMNED N A,) AND w A2). n• :W 1T� Ep TI((/T / �rcP AENp,,/rA�i sme 3/r-1 • (e) m E1tHNT Ne rnHrnE1F .PAN ..M , No. 44187 SCALE A•:' FLORIDA RUMDNo CODE h voloo NuTYlaane Zone 3..r �%�' •C FLORWA 6UILDINO CODE IPA Vol"I NU rr cone URe - 1/4• P TAFICON ANICHO IS AS M4NIFACRIREO 6Y I.T.M. SUILDEX M. ' # FLORIOA MU)INo CODE h Y Nurrkane 1. NWMUATIOIS ARE ONLY VWUD FOR IKOINOS WITH "A DCM LOADS sm : 45Na ILIM M& rP. - 1/4- e X 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC. (Ym.1900 pa.i.) 4em6 Arlo. FAD. UP To .66A -72.o PM AND PANEL'S MINI IN UP 70 r-r. a4m ,awsa 41a F.P. : NO 441 BT 20 BADE OALVANIZED Sim STORM PANEL 7. TOR NEW MONO FLAIR coWTwNTINt WOOD AOWfM6 TO M aounaw 20 GAGE OKYANRED STEEL STORM PANEL C` gr'•. R 20 LADE OALYANRED STEEL STORY PARE eMA N On 1. INSTALLATIONS; ARE ONLY VALE) FOR IRA UNIM WITH A.S.D. OEM I DA06 *': # # ? °�' °A - ,'►RODUCTS (P (r-20 1FCMME D AND PANELWtt PLUS ANCHORS. AS MANUFACTURED NY ELOC CANSTIIIICITON Ww vIE Na a M/ twEcs; oEIWITY a o5e w EOIIAL # :. VABI a U► 10 +55a -72A PSF AD PMOWS LOOM SIP TO 6'-r. ATE I -_ _._ -� PROTECTION PRODUCTS. I= 0/m/n a/AN 2. FOR HET[ WOOD FRRME coHRTNACTIOW WOOD MDOM TO M SOUTHERN 4IN tf. M s,RNt 1. N LRCM •�•. � , _ _--- AL PROTECTN)N1 PRODUCTS, Ll)C. HIUG PINE w. 2, w/ LrEa/lc IIWSm of oss OR EDtAAL �••'• ONTO 0°6 � � PROTECTION PRODUCTS. LLC. N '$y (R'SS'O •A`�• _. ... u a •. Nr ,IA4. Hoc 04)Wx-)Mk ae ob.)No m �97181� S• • Nw. , .Cr . Nr , _ARM RNR sNwns. RWOARN}M.•aA, 111wp 11M I L �. C O E M 4 0 2O- ! dM)IN-)MI6 aA: pNIN6-IPA WmL FL SM1• la a.Arr YIM Malal 20-176 0. AWN• IVr,ae4n-,a.-HINT S N.•'� AH PI. SmAmeno eAOAw wy,OM ,1. PE 4 on kw IV I ,I4 ..-........ >a6/BwMWM[AMRS Wn.,�1.wA "- �.'L.PJS' - _ - - WHm w «AM PE wM/WWwww/IM[ '9lSLA'wR'+':Lt u COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 ) . _-16AN• (,DIAL wlmH>.- .__ � _.._--- -. ___�_..._ - - ----125w (EFFECTIVE WwrtH) wl W 5 m 2. .2� / ! M. AM A-06J own 55 NSNNW Li,AR, A 4e.f 0-00 GW. ------------------ T STORY PANEL 1 PI DOD V V' W/ "Down [DOE l / ISOMETRIC VIEW DETAIL A ROLWM CORNER • ENDS OF PMEL'S END UP W/ NEARED EDGE. (N.T.S) L J L-3• Ma.--+ O l WTerjUgg.) AWN_ AN= 6BrAa A.J• O�WhIN� ..780• .e13' 3.75O• I I _1 (fYP•) O1 1 4 NOI-76 AIMIn. ALLOY s o- ��u�� .}TD• •;r 2.aHD i ( .130• O 2rRsW(�.) ALUM_ ANGLE BeSWW1�PRtlBB�� ����� E7 � � Ei III ti � d li Ii I i III II!!iI DI IiI IIIIII I c1 O f) O O O lit «X �og 7WA'� �E1111i - - - I III till J�,,i ITI-111 TINIA-11111 [IT IT TNT ITT I I pil 11 jjq 111.1111! O-kM"/FOR'Mis 3 /eLE SO,wlw a >@1 „ 0 s.rl� 1. ,r s SAIL ALwwa 6E MD'YWED M/ anu 1/YT TOM R4TASHSTALIEDWAwTq�II OH'OI,10 ADHIMS S[ � / KM IWWLL TO /ACBITAI[ HwAJI IHANDUE TO FACRRA1f nW INBOE'NFMO► DIImNICWMAEMAm' E-Z NANO STORY PANEL SYSTEM P WORKED TO BE'MTAum FROM - ON tlawR �r--- am= OF STRUCfl6w BtNI . , _J�:/4• ow or raw t/4' M .. w _ V4-NA. OM-1 f ar Hr®W/ aI e/o & ® T SECTION A -A SECTION B-B XLo,1Oo"wiwo10[�'"' fCALt 3ja" - ,• MQg�' : fNMR i91' - 1• (1). �IIYiMIN PA REMISE ,006 E - 2 H O NG STORM PANEL SYSTEM WNSSTM OF PANEL + TRACKS AT LOP t PAELMATE PLUS OR 15• LONG (1). ACOMMON.DF SERIES M: E - 2 HALO STORM PANEL SYSTEM CONSRNNG OF PANEL + AT BOTTOM w/ PAIPJAA7[S. cwt TRACTS TOP ! e0T1om. (2). END PANELS SMALL ALWAYS M TO Mgj(RIG SSL WALL By MEANS OF (2). PAILS 811M,L ALWAYS SC CONNECTED ro PANELS. 1M(•K OTHERWISE A STOP GAR $HALLK c Ct P USED �IY-w is � "AIJK / AT 90170114 END .Sf7f�, As PANELS SKYYL K PROVIOEO AT TOP OF SUCH FAHEL3. RIME wwo A COWE�C�j0D�134 Awl/n 4•s-2W 4 •S.APwPEOY (�(Ex (3). br FIND ARE TQ HpTTOM TRAOIK, CONNECTION TEAL CONSIST OF ON arE~(D ' r 1 s"1-30x3 {• MS w 7 e INKS/s2 NBIG TNR oR 1/4•a3/a• MIT tRio166CREW 3 FOR CAW MEN END PANELS ME USE JpeRLY w/ it LONG ®AT 80,10M TIOM Oi fAS7FMiR Y K M EITHER Kr Two ()' 7K EXIEWOW FLAT RANGES; OF ENO PANEL. �TtOM BUR END PANELS ARE NOT GXIMECr(D ro eOrTOM TNIACK STD► SAR (4). N CASE THAT ENO PANELS ARE MOT CORRECTED ro BOTTOM SNACK (La A STOP MR @J 2 L 8E P'IW'0® A7 COP OF SNCIK gAlEL9' S ONLY USED AT TpP) At IfAST TwO PANELS SHALL O M FitCTED To eoTKM TRACK (4). IN INSTALLATIONS WHEN ETD PANELS AND SOIL NKEIRRE�,PNRT.S NE DIRECTLY Low 6PECS INDICA CH NOTE (3) ABOWE N SUpK CASE. CONNQCf10N rF PAISS.S M Y USO J0N1 6T," TINCN ('1) AT 1 am. Sro-, COWL ro BOTTOM TRACK MAY OCCUR AT ANY PANEL UWATDN. M� NV M OLLDMq SPACING y /y (3). SEE SECTION 1'. 3- ! 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. LEFT . RIGHT SIDE OF PANEL) WAVE A 2 NEED To INE=• NNOM ,O S K l Y' M) � INSTALLED .S(•� A; Tu(/r, THEIR (MRIAPS WETAIED BY �, 9HWL PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK \ a HA.4 1R'GI'�MRALranw MwlWs a1.- OscxE � � s N ^I0. THAT SO INSTALLATION MAiLS FOR SERIES 2000 AND 1000 E-Z HANG STORM _0 , I ! L_ - -H VMSVMS. Ns w/ . NUT ERM,ER I L_._ 1 4 TAPCON ANCNNO I- 1 A• TAPCON �4 ,/r D.C. " 04,/r OA. R0°OOUMiDK:OpC11EiE NIDCIKNACU CIXlGETE 6lOCt REQUIRED SCAE 3/6••1'SCALE 3/e•-,' INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ 1 4• TAPCDN ANCHORS My4• TAPCON ANCHORS S" ac. i r D.C. II[OUHR[p �N' GTE OUYICOCIG [TE NOCX� r I EMI 1 4' ) 1/1. f � • I T � Aar. NwaII•ws. A I �z�W I OLD tl'�' i i i s GLASS I I aaw • r ao 0 ; I co.• i I I II • e I" PPANOLMATE PLUS w/ H I _� /K�q) ►omam E � I __VI" - v WINO MR I" let i(%e A ,I 3/3r RNO Nur wA ER I .IAA[�', ''Riotm" REQUIRED E NOCR ���O�R AC�O[U�1ftIC BLO K yi�� ��AYyYA[l ee, M :y SCALE 3/r-1 i a A SCALE 3/e•-1• r 3•'uCEN' ND.44187 FLORIDA ENRLOING CODE NI h WN NurMaone ZHme k : .SwF Tawas W- ATE 20 GAGE 6AWARRED STEEL STORM PANEL aFUPN m moving�+'•. O.o'•. OR PRODUCTS. o/w/[NN ORAL0���IEBe. PROTE 40111 _ LLD. am mom pN)•D-wy �µryegr.H,wT 20-176 mal N!♦. ti, -Nall INww R P,a MV./iIMRFW/MR p{•OBOIIIe MIL A •.. AL HI,HC N O >M TWA A1OeR EN elNer w R >D IwA ANpWIM HITS • Prra roR NfGYAMNW IAIo foaG RI6L IXAROeY r AI,wA IArAr -• 7 7 MNIIHN AMNCHDR HIWCIHDI MID tH,tMM moo i ) mM osAHNCL ME t401GRD ON ws •4w.WrIM eDmac FaR LA Ira 1NRN NIWm HN NNe.•u a14.r. Nr 0,) ► 3 In fDolLt RSDIXLK AACIIDII 11,L1a Br HALIILY1011/IICIII MHDrN W SCIMaIA[ IWla IDeISR N M /aNOaM ACTOIR TOR TMI ap010M 1D M FOMeLC R[ONAYD lYdO aegw/D 11lIA FACTOR IINi MDT M 11M THAN II/IHAA f1WCM LwIDOm -- IaR TADS AKIq tYR a WIB ftHmuE s',m INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM °Df°"" '" -2 IMMG sTe■e .��,I INTO EXISTING WOOD STRUCTURES 6.1) MINIMUM EAWEOMELR OF TAPCCN ANCHORS AND PAIEIWTE FEMALE ID ! PAWLMAIE PLUS INTO CONCRETE INTO EXISTING WOOD STRUCTURES I. a-: NANO STORM PANEL SHNDWN ON THIS PRODUCT EVALUATION DOCUMENT (aE.o.) HAS BEEw vgaPlEo FOR coMTILUHce w _ ACCORDANCE ITN THE 2020 (7th LOTION) Of THE FIARM SUBDRNG COOC. NOCX SMALL 6E 1 1/4•. \-- -- ~ - - DESIGN WIND LOADS WALL eE WIDOWED AB PER SOLTDM 16"OF M ABOVE HENNOWD CODE, e.2) MINIMUM pl MMXT OF 1/011 X 7/e• CALK-10 ANCHORS SHALL BE IS 7/e' INTO CCACRETL - i ,i - '/ •l �, - FOR A MID S/E[D AS RELXRRED BY M JUIROICTION MARE TIES[ 81RRTCtS MARL SE wSTALLED AND) Itl/04•EI T'i0°�EwNN SOF°I,11E USED SMALL K (f1gWA ANY FINISH W,D1ML E106TJ TO may% .MOOD IwADR �y,-! HEADER J` IfAOEN _WOOD HEADER '"' - F'OR A ONKC1gNN1FY PAC1pR Ifd-O.e3. U9NNi ASCE 7-1° AND SIMl1 NOT EXCRT) M WIKIMUM (tiS.D. 6-20 SS �RT%MMm /IR'OIMIm 1/ OEM PRESSURE RATINGS NgDATED oN SHM 2S a 26. 4Y 1APCA1 ! r ac '` , 4V TAPOOM • r O.C. 04W 3/4* INTO ANCHORS. , .1r A �� a , .v GPCOII a r o.t. 1/4 4~+TAPCON • 0 \ / - �yi' 6 0 SIWIN D'LDC1teE RFDIICTO VERIFY m r0 0 1 ULTIMATE ADM CONDITION. L011RS MUL11�MLT7 AG°BOETORMIMED TMEY SY O.e M'�'dDER TASGE O 16 9.3) w C/,9E THAT PAECA6r STONE. q1 PR[Cw4T CONCRETE PANELS BE FOUND ON THE pOSTNfi WALL, --�' 1 w' TIIwAW(O -�1 1 HATE iHHRVDEDWOOD POE11AtIW AT w0o0 1 PC1EIIk11W A w000 / PM[1RAR01/ AT MOOD HEADER ` I IEAOR ro cOMRME TREE w/ HAIR. (AS.D) oLEIGN PRESSURE mymm NOR•arm ON SHEETS 25 ! 26. ANGIORS SHALL BE LONG ENOUGH ro WON M MAIN STRUCNRE @SUMO SUCH PANELS, ANCH a ,HFA001 HIA10ER IHM001 r , WADER / ` SMALL BE AS MENTIONED N e,1) AND N B.2). \ i HALM/ 1�[/ J N ORDER TO VERIFY THAT COMPONENTS AND ANGERS ON THIS PLO. AS TESTED WERE NOT CIVEIR STRESSED. A 33X INCREASE ,/r 1/a• i/Y �. �(. t/r ,i.. //Y t �. / 1/2• 1/4' /` , 1/2• � 1/4• w ALAMAILE STRESS FOR MD LOADS WAS MDT. USED N MEN ANALYSIS. FASTENERS SPACING TO MIDM HAS SEEM yli.._._ �,,, .. , 1 1 j i/ / OErOOSIED N ACCORDANCE MAIM H.C.S. M,S. (0) SE INSTALLED FOLLOWING ALL OF M 11�lRIENOATIONS AND SPEGFIGTDN! OF TM ANCHOR'S .� 11 IT SHALL SE THE RCBPONSWIUI• a M Cp�LACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCII111E MERE SHUTTER T- / i•`1 \ ---i / \411%, MDoo HFAH 2• W000 MKA1 - ram' ---' STORM PWRL'S ADEQUACY FOR IMPACT AM FATIdR REMPANCE HAS SEEN VERMO N ACCgIpvDE WITH SECTION 106 OF 1n. I IIeOUN[D ` , I TwD1RREp A I M ABOVE MNIIONED COOS AS PER iVKSIMTION TE51RD LABORATORY. INC. REPORT 7032. A4 PROTOCOLS TAS-201. dR MOOD FRMIE eUeARIGS. ' I I I (7(DJM I 1AS-202 AND TAS-203. R TO SE ATTACHED TO N/S{RB PROPER ANC1gRpE. TITS SHUTTER SHALL ONLY BE ATTACHED TO CONCH[ BLOCK L i I l • i Lam__ , 2. THIS ITEM HAS MEIN DE6gNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING M OPD040 FROM M `: '� ,� i � � ! ( � � • � .fT I � WSIOE W/0 THE USE OF A IAOOL,R ON 11R. THIS APPLICATION R MMJD VIIIM R14TAUTDN M INTENDED TO BE PERFORMED t2. M INSTALLATION 001[iRACTOR IS 70 9FAL/CAUIX ILL 61NlT1ER COMPONENT E1XiEE IMIICN REMAIN N COMiMJ01A I ' UH !. tY i OM7I16 •� HMI,YN,ON t• �. aIIM , aIN,No Aa �� i W. �� I FROM THE NSDE OF STRUCTURE. �� wTM M eIILOIIO ro PREVENT MYND/PA2N INTRUSION. cAxx AND SEAL aHnlrtER TRACKS ALL AROLRD FULL 'LL w HIAM INFUSE No HN Mar ,q I MM) A am WM, 16) i `i _ A 1000 INSTALLATION R APPLICABLE To SINGLE AND ONUSES HIRING STYLE MEOWS WHEN INSTALLATION IS RECLINED To BE _ ow 11) I 1 I -pet 4Dm4L - OC,o10 ° ogle I I PERFORMED FROM M NSM Of STRUCTURE 13. STORM PANEL INSTALLATION SMALL COMPLY wIN SPECS TNOICATEp IN 11aS ORAMIO PITS ANY BUXOM AND 20NNG pQ HI O4[ >e lAw .^ I MQ SGIWAS-_ I PANEL IIDgiH _--n� PANEL 4. SERIES 2OOD INSTALLATION R APPLICABLE TO SDHCE AND DOABLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN _ f :_ __._. ...- , Wa. ao ,a ! , I1,/�v-2a" --- ; aH Elar 1q ' LSFE NONE 1 NIEI,OW) ,/a•A-m.T• 1_.. `.. _- (S[[ M01[ REOUlAT10113 PROVIDED B'I THE MLTDM COHERE PERMIT R APPLIED ro. IWIR ILL ann: � a � I I BELOW) s 1. M i Y - Yam• Ns1ALlAT10N 6 REOUYKD TO BE PEXFORMEO FRAL TIME NSDE 01 1filUCTIIRE. 14 ATRIUM WIDOWS Nq DOORS. NC. E - 2 HANG STORM PANEL SYSTDA- IS POW P01 (St[ NORRAPID.PANEL LENGTH Lllr. I i' mow I /.•4- %/ j I G dR w,ato . 6ELOR') S' - GLASS I - 1 S. ALL ALUMINUM DXNUMS TO BE 6063-T6 ALLAY AND TOO". (UNUESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EVALUATION DOCIRAENT (P.E.OJ PREPARED BY INS 04NM IS GENERIC NO DOES LOT PROVIDE LLL111_ 111 ,,, .. - I WIND PROJECT -..( % \ , INFORMATION FOR A SfTE SPECIFIC IA. MERE THE SITE CONDITIONS DEWAtt FROM M P.E.D. 1 .._ 1 __ _ B• j _.. - ._.nl UIT _ Y j ' I • 3/O . I 1 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAH HAVE 3105-H14 ALLAY. , METAL PANELS L NAIVE (b) CONTRACTOR TO SE RESPONSIBLE FOR TIME SELtCT10N. Goes AND IRvE FROM INCLUDING "WAIL OF j 1 , 4 O GPCORI.. -�- - 7. STRUCTURAL OUMJIY sTQL• ASTMI A-aBJ GRADE 'JO MI., GALVANIZED sTEE1 TTg9 FMO[KICT BASED dl TINS P.E.C. PROMOED DOES NOf pENATE FR011 M CONpTDMS OETARED ON -� ` 0.G -} _. _. ..._. OG910NLTON�� - Se.S Nw wm *a=). THIS DOGAEHT. CONSTRUCTION SAPETY AT SITE 15 '49 CONTRACTOR'S RESPONSIBILITY. TWEAOM `' - i fENEMADN At U a ALL SCREWS r0 BE STAMaEeB STEEL 304 DII 316 AS SERIFS OR COItl106DN RESISTANT COATED CARBON STEEL AS PIER DIN (a) THtlS PRODUCT EVAINTN7N DOCUMENT MARL BE OONBIDEAkT) IAMLD IF MODIFIED JMOMCM OF PLATE v - ._._-:= .}�_: .1 '.-. 5001B w/ BD W YIELD STRfl/0M AND BO kel TENSILE STRENGTH ! SHALL COMPLY w/ ROI10A SUROM CODE SECTOR 24112.3.4. I -i I I (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGIittRED ENGINEER ON ARCNTECT RNICH WILL jt7I �. I - i I ! f. BOLTS TO BE ASTM A-307 ON.VANUEED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. BECOME M I ONEER OF RECOWB ((E.O.R.) FORM PROJECT AND WHO WILL BE MPON°WLE FOR M PROPER USE OF M P.E.D. ENGINEER OF RLOOID. ACRID AS A DELEGATED 04WJ [R TO THE P.C.D. ENGINEER. SHALL j 10. ANCHORS r0 WALL SWILL BE AS FOLLOWS: SUMMIT ro THIS LATTER M SIRE YEL2FLC ORNIN66 FOR REVIEW J A) (.) THIS PLO. SHAAL BEAR THE DATE AND CROOK SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _ ; d, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (MIN. 1*"3162 P-Q RECORD 1HNT PNEPAVED R. COW. J .CM. 1/sY-70.3/4•aa M1�/ '1/4'M- 4 & W/ �((p - 1/4' • % 7/e• OALX-N AACIIORS, AS MANUFACTURED BY DENALI INC. (Ma1'N, fe-J000 P.a4) ,a STORM PANEL MANKACIALRY LABEL SNYL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAMEL N t N , /•Y•3/M• - 1 } ...1 L.' - /14-10 PAKLAITE FIMALE 0 a PAMELAMTt PLUS ANCHORS. AS ►PWXIU BY ELCO CONSTMJCTDN PRODLIum TO COMPLY MAIM SECTION1709.11OF FLORIDAM DING C E. ONE COOL. 1 • , , womm ! 12 I/2• CA. WASHER (BLYONO) (Ca-0350 ".l. 3/32• eWI NO U 1 I I WINO L ' 7 HAND NUR l/e'H,IupW rIq Ian ` ACCORDA/CE WITH SECTION 170e.B.3 OF FtOHDBUILDING CODE. ONE LABEL SMALL K PLACED FOR EVENT' oPEMHG- JI • ,: ,/2' oc. I ! I' NUT wLWHi (BEYOND) ' i { `LI l , 4v TM m[ w 6• oa �• w o , a s 1/4• o.c. i- 11 IASHHtR • I (SM06TAr N/ r i j�AYDfIMO /HUG) POITMWON �' 1 Yd" W000 �� U L7/rr v 3/32' MID NUT r.4- MM �i/B'0.3/32' WING NUT UPCON • r 04 I L , , MILL t1ewADQ1 1 •�- I A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PCNRED CONCRETE SHALL BE 1 J/.• AND 2" FOR PANELMAtt �� { J I I IELNLE ID ! PA1ET.Wtt PLUS. W , t MN MWAOED _ • W000 PLATE 1HNIQ5m ... 1/` ` OF PLATE A �M _ REQUIRED NEOLMWD I (BEYOHID) 1._ --- aF FYATi" At UAw10M ,-) 'i' ` OF PLATE A, 1°0M1G'H I 'l `I • 1MN°° FIAT[ WDSE,°0 TIME 114 i j4• D.C. Wtt1 1 1 ii i 1 j4• o rz1 7 __ 1 � .. J ' I A2) eMB ANY FINISH MATERIAL SMALL 1/4' % 7/e• CKN-M ANCN01R5 SHALL BE R 7/e• Ni0 CONCWEIE, NO ElReE011MT INTO -_- _.roe0 Nun ..-�.rt- Py/11' PEMMBi7FD _.. aPE�N[TMTDM I I I V ` ap�«7�1Mi ON I -' 1N/ro4• F fDEYA4X eOUS IREC SHALL BE LOAD ENOUGN(SHgIII,D ANY FINISH MATERIAL EXIST) 10 ENGAGE 3/4• i([� fCJLi J/r.1mmu mg• - �� ._~ ... A3) N CAS[ THAT PRECAST STONE. PIECA4T CONCRETE PANELS. OR PAVERS BE FOUND ON M EXISTING WALL OR ........ arxt 3/e -1" WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO TEACH M LAIN STRICTURE BEHIND SUCH PANELS. ANCORIQE RILL 3 ' uCEN 1bLE 3 -1• SCAM -1• TI BE AS MEMNED N A,) AND w A2). n• :W 1T� Ep TI((/T / �rcP AENp,,/rA�i sme 3/r-1 • (e) m E1tHNT Ne rnHrnE1F .PAN ..M , No. 44187 SCALE A•:' FLORIDA RUMDNo CODE h voloo NuTYlaane Zone 3..r �%�' •C FLORWA 6UILDINO CODE IPA Vol"I NU rr cone URe - 1/4• P TAFICON ANICHO IS AS M4NIFACRIREO 6Y I.T.M. SUILDEX M. ' # FLORIOA MU)INo CODE h Y Nurrkane 1. NWMUATIOIS ARE ONLY VWUD FOR IKOINOS WITH "A DCM LOADS sm : 45Na ILIM M& rP. - 1/4- e X 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC. (Ym.1900 pa.i.) 4em6 Arlo. FAD. UP To .66A -72.o PM AND PANEL'S MINI IN UP 70 r-r. a4m ,awsa 41a F.P. : NO 441 BT 20 BADE OALVANIZED Sim STORM PANEL 7. TOR NEW MONO FLAIR coWTwNTINt WOOD AOWfM6 TO M aounaw 20 GAGE OKYANRED STEEL STORM PANEL C` gr'•. R 20 LADE OALYANRED STEEL STORY PARE eMA N On 1. INSTALLATIONS; ARE ONLY VALE) FOR IRA UNIM WITH A.S.D. OEM I DA06 *': # # ? °�' °A - ,'►RODUCTS (P (r-20 1FCMME D AND PANELWtt PLUS ANCHORS. AS MANUFACTURED NY ELOC CANSTIIIICITON Ww vIE Na a M/ twEcs; oEIWITY a o5e w EOIIAL # :. VABI a U► 10 +55a -72A PSF AD PMOWS LOOM SIP TO 6'-r. ATE I -_ _._ -� PROTECTION PRODUCTS. I= 0/m/n a/AN 2. FOR HET[ WOOD FRRME coHRTNACTIOW WOOD MDOM TO M SOUTHERN 4IN tf. M s,RNt 1. N LRCM •�•. � , _ _--- AL PROTECTN)N1 PRODUCTS, Ll)C. HIUG PINE w. 2, w/ LrEa/lc IIWSm of oss OR EDtAAL �••'• ONTO 0°6 � � PROTECTION PRODUCTS. LLC. N '$y (R'SS'O •A`�• _. ... u a •. Nr ,IA4. Hoc 04)Wx-)Mk ae ob.)No m �97181� S• • Nw. , .Cr . Nr , _ARM RNR sNwns. RWOARN}M.•aA, 111wp 11M I L �. C O E M 4 0 2O- ! dM)IN-)MI6 aA: pNIN6-IPA WmL FL SM1• la a.Arr YIM Malal 20-176 0. AWN• IVr,ae4n-,a.-HINT S N.•'� AH PI. SmAmeno eAOAw wy,OM ,1. PE 4 on kw IV I ,I4 ..-........ >a6/BwMWM[AMRS Wn.,�1.wA "- �.'L.PJS' - _ - - WHm w «AM PE wM/WWwww/IM[ '9lSLA'wR'+':Lt u COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 ) . _-16AN• (,DIAL wlmH>.- .__ � _.._--- -. ___�_..._ - - ----125w (EFFECTIVE WwrtH) wl W 5 m 2. .2� / ! M. AM A-06J own 55 NSNNW Li,AR, A 4e.f 0-00 GW. ------------------ T STORY PANEL 1 PI DOD V V' W/ "Down [DOE l / ISOMETRIC VIEW DETAIL A ROLWM CORNER • ENDS OF PMEL'S END UP W/ NEARED EDGE. (N.T.S) L J L-3• Ma.--+ O l WTerjUgg.) AWN_ AN= 6BrAa A.J• O�WhIN� ..780• .e13' 3.75O• I I _1 (fYP•) O1 1 4 NOI-76 AIMIn. ALLOY s o- ��u�� .}TD• •;r 2.aHD i ( .130• O 2rRsW(�.) ALUM_ ANGLE BeSWW1�PRtlBB�� ����� E7 � � Ei III ti � d li Ii I i III II!!iI DI IiI IIIIII I c1 O f) O O O lit «X �og 7WA'� �E1111i - - - I III till J�,,i ITI-111 TINIA-11111 [IT IT TNT ITT I I pil 11 jjq 111.1111! O-kM"/FOR'Mis 3 /eLE SO,wlw a >@1 „ 0 s.rl� 1. ,r s SAIL ALwwa 6E MD'YWED M/ anu 1/YT TOM R4TASHSTALIEDWAwTq�II OH'OI,10 ADHIMS S[ � / KM IWWLL TO /ACBITAI[ HwAJI IHANDUE TO FACRRA1f nW INBOE'NFMO► DIImNICWMAEMAm' E-Z NANO STORY PANEL SYSTEM P WORKED TO BE'MTAum FROM - ON tlawR �r--- am= OF STRUCfl6w BtNI . , _J�:/4• ow or raw t/4' M .. w _ V4-NA. OM-1 f ar Hr®W/ aI e/o & ® T SECTION A -A SECTION B-B XLo,1Oo"wiwo10[�'"' fCALt 3ja" - ,• MQg�' : fNMR i91' - 1• (1). �IIYiMIN PA REMISE ,006 E - 2 H O NG STORM PANEL SYSTEM WNSSTM OF PANEL + TRACKS AT LOP t PAELMATE PLUS OR 15• LONG (1). ACOMMON.DF SERIES M: E - 2 HALO STORM PANEL SYSTEM CONSRNNG OF PANEL + AT BOTTOM w/ PAIPJAA7[S. cwt TRACTS TOP ! e0T1om. (2). END PANELS SMALL ALWAYS M TO Mgj(RIG SSL WALL By MEANS OF (2). PAILS 811M,L ALWAYS SC CONNECTED ro PANELS. 1M(•K OTHERWISE A STOP GAR $HALLK c Ct P USED �IY-w is � "AIJK / AT 90170114 END .Sf7f�, As PANELS SKYYL K PROVIOEO AT TOP OF SUCH FAHEL3. RIME wwo A COWE�C�j0D�134 Awl/n 4•s-2W 4 •S.APwPEOY (�(Ex (3). br FIND ARE TQ HpTTOM TRAOIK, CONNECTION TEAL CONSIST OF ON arE~(D ' r 1 s"1-30x3 {• MS w 7 e INKS/s2 NBIG TNR oR 1/4•a3/a• MIT tRio166CREW 3 FOR CAW MEN END PANELS ME USE JpeRLY w/ it LONG ®AT 80,10M TIOM Oi fAS7FMiR Y K M EITHER Kr Two ()' 7K EXIEWOW FLAT RANGES; OF ENO PANEL. �TtOM BUR END PANELS ARE NOT GXIMECr(D ro eOrTOM TNIACK STD► SAR (4). N CASE THAT ENO PANELS ARE MOT CORRECTED ro BOTTOM SNACK (La A STOP MR @J 2 L 8E P'IW'0® A7 COP OF SNCIK gAlEL9' S ONLY USED AT TpP) At IfAST TwO PANELS SHALL O M FitCTED To eoTKM TRACK (4). IN INSTALLATIONS WHEN ETD PANELS AND SOIL NKEIRRE�,PNRT.S NE DIRECTLY Low 6PECS INDICA CH NOTE (3) ABOWE N SUpK CASE. CONNQCf10N rF PAISS.S M Y USO J0N1 6T," TINCN ('1) AT 1 am. Sro-, COWL ro BOTTOM TRACK MAY OCCUR AT ANY PANEL UWATDN. M� NV M OLLDMq SPACING y /y (3). SEE SECTION 1'. 3- ! 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. LEFT . RIGHT SIDE OF PANEL) WAVE A 2 NEED To INE=• NNOM ,O S K l Y' M) � INSTALLED .S(•� A; Tu(/r, THEIR (MRIAPS WETAIED BY �, 9HWL PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK \ a HA.4 1R'GI'�MRALranw MwlWs a1.- OscxE INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM °Df°"" '" -2 IMMG sTe■e .��,I INTO EXISTING WOOD STRUCTURES 6.1) MINIMUM EAWEOMELR OF TAPCCN ANCHORS AND PAIEIWTE FEMALE ID ! PAWLMAIE PLUS INTO CONCRETE INTO EXISTING WOOD STRUCTURES I. a-: NANO STORM PANEL SHNDWN ON THIS PRODUCT EVALUATION DOCUMENT (aE.o.) HAS BEEw vgaPlEo FOR coMTILUHce w _ ACCORDANCE ITN THE 2020 (7th LOTION) Of THE FIARM SUBDRNG COOC. NOCX SMALL 6E 1 1/4•. \-- -- ~ - - DESIGN WIND LOADS WALL eE WIDOWED AB PER SOLTDM 16"OF M ABOVE HENNOWD CODE, e.2) MINIMUM pl MMXT OF 1/011 X 7/e• CALK-10 ANCHORS SHALL BE IS 7/e' INTO CCACRETL - i ,i - '/ •l �, - FOR A MID S/E[D AS RELXRRED BY M JUIROICTION MARE TIES[ 81RRTCtS MARL SE wSTALLED AND) Itl/04•EI T'i0°�EwNN SOF°I,11E USED SMALL K (f1gWA ANY FINISH W,D1ML E106TJ TO may% .MOOD IwADR �y,-! HEADER J` IfAOEN _WOOD HEADER '"' - F'OR A ONKC1gNN1FY PAC1pR Ifd-O.e3. U9NNi ASCE 7-1° AND SIMl1 NOT EXCRT) M WIKIMUM (tiS.D. 6-20 SS �RT%MMm /IR'OIMIm 1/ OEM PRESSURE RATINGS NgDATED oN SHM 2S a 26. 4Y 1APCA1 ! r ac '` , 4V TAPOOM • r O.C. 04W 3/4* INTO ANCHORS. , .1r A �� a , .v GPCOII a r o.t. 1/4 4~+TAPCON • 0 \ / - �yi' 6 0 SIWIN D'LDC1teE RFDIICTO VERIFY m r0 0 1 ULTIMATE ADM CONDITION. L011RS MUL11�MLT7 AG°BOETORMIMED TMEY SY O.e M'�'dDER TASGE O 16 9.3) w C/,9E THAT PAECA6r STONE. q1 PR[Cw4T CONCRETE PANELS BE FOUND ON THE pOSTNfi WALL, --�' 1 w' TIIwAW(O -�1 1 HATE iHHRVDEDWOOD POE11AtIW AT w0o0 1 PC1EIIk11W A w000 / PM[1RAR01/ AT MOOD HEADER ` I IEAOR ro cOMRME TREE w/ HAIR. (AS.D) oLEIGN PRESSURE mymm NOR•arm ON SHEETS 25 ! 26. ANGIORS SHALL BE LONG ENOUGH ro WON M MAIN STRUCNRE @SUMO SUCH PANELS, ANCH a ,HFA001 HIA10ER IHM001 r , WADER / ` SMALL BE AS MENTIONED N e,1) AND N B.2). \ i HALM/ 1�[/ J N ORDER TO VERIFY THAT COMPONENTS AND ANGERS ON THIS PLO. AS TESTED WERE NOT CIVEIR STRESSED. A 33X INCREASE ,/r 1/a• i/Y �. �(. t/r ,i.. //Y t �. / 1/2• 1/4' /` , 1/2• � 1/4• w ALAMAILE STRESS FOR MD LOADS WAS MDT. USED N MEN ANALYSIS. FASTENERS SPACING TO MIDM HAS SEEM yli.._._ �,,, .. , 1 1 j i/ / OErOOSIED N ACCORDANCE MAIM H.C.S. M,S. (0) SE INSTALLED FOLLOWING ALL OF M 11�lRIENOATIONS AND SPEGFIGTDN! OF TM ANCHOR'S .� 11 IT SHALL SE THE RCBPONSWIUI• a M Cp�LACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCII111E MERE SHUTTER T- / i•`1 \ ---i / \411%, MDoo HFAH 2• W000 MKA1 - ram' ---' STORM PWRL'S ADEQUACY FOR IMPACT AM FATIdR REMPANCE HAS SEEN VERMO N ACCgIpvDE WITH SECTION 106 OF 1n. I IIeOUN[D ` , I TwD1RREp A I M ABOVE MNIIONED COOS AS PER iVKSIMTION TE51RD LABORATORY. INC. REPORT 7032. A4 PROTOCOLS TAS-201. dR MOOD FRMIE eUeARIGS. ' I I I (7(DJM I 1AS-202 AND TAS-203. R TO SE ATTACHED TO N/S{RB PROPER ANC1gRpE. TITS SHUTTER SHALL ONLY BE ATTACHED TO CONCH[ BLOCK L i I l • i Lam__ , 2. THIS ITEM HAS MEIN DE6gNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING M OPD040 FROM M `: '� ,� i � � ! ( � � • � .fT I � WSIOE W/0 THE USE OF A IAOOL,R ON 11R. THIS APPLICATION R MMJD VIIIM R14TAUTDN M INTENDED TO BE PERFORMED t2. M INSTALLATION 001[iRACTOR IS 70 9FAL/CAUIX ILL 61NlT1ER COMPONENT E1XiEE IMIICN REMAIN N COMiMJ01A I ' UH !. tY i OM7I16 •� HMI,YN,ON t• �. aIIM , aIN,No Aa �� i W. �� I FROM THE NSDE OF STRUCTURE. �� wTM M eIILOIIO ro PREVENT MYND/PA2N INTRUSION. cAxx AND SEAL aHnlrtER TRACKS ALL AROLRD FULL 'LL w HIAM INFUSE No HN Mar ,q I MM) A am WM, 16) i `i _ A 1000 INSTALLATION R APPLICABLE To SINGLE AND ONUSES HIRING STYLE MEOWS WHEN INSTALLATION IS RECLINED To BE _ ow 11) I 1 I -pet 4Dm4L - OC,o10 ° ogle I I PERFORMED FROM M NSM Of STRUCTURE 13. STORM PANEL INSTALLATION SMALL COMPLY wIN SPECS TNOICATEp IN 11aS ORAMIO PITS ANY BUXOM AND 20NNG pQ HI O4[ >e lAw .^ I MQ SGIWAS-_ I PANEL IIDgiH _--n� PANEL 4. SERIES 2OOD INSTALLATION R APPLICABLE TO SDHCE AND DOABLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN _ f :_ __._. ...- , Wa. ao ,a ! , I1,/�v-2a" --- ; aH Elar 1q ' LSFE NONE 1 NIEI,OW) ,/a•A-m.T• 1_.. `.. _- (S[[ M01[ REOUlAT10113 PROVIDED B'I THE MLTDM COHERE PERMIT R APPLIED ro. IWIR ILL ann: � a � I I BELOW) s 1. M i Y - Yam• Ns1ALlAT10N 6 REOUYKD TO BE PEXFORMEO FRAL TIME NSDE 01 1filUCTIIRE. 14 ATRIUM WIDOWS Nq DOORS. NC. E - 2 HANG STORM PANEL SYSTDA- IS POW P01 (St[ NORRAPID.PANEL LENGTH Lllr. I i' mow I /.•4- %/ j I G dR w,ato . 6ELOR') S' - GLASS I - 1 S. ALL ALUMINUM DXNUMS TO BE 6063-T6 ALLAY AND TOO". (UNUESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EVALUATION DOCIRAENT (P.E.OJ PREPARED BY INS 04NM IS GENERIC NO DOES LOT PROVIDE LLL111_ 111 ,,, .. - I WIND PROJECT -..( % \ , INFORMATION FOR A SfTE SPECIFIC IA. MERE THE SITE CONDITIONS DEWAtt FROM M P.E.D. 1 .._ 1 __ _ B• j _.. - ._.nl UIT _ Y j ' I • 3/O . I 1 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAH HAVE 3105-H14 ALLAY. , METAL PANELS L NAIVE (b) CONTRACTOR TO SE RESPONSIBLE FOR TIME SELtCT10N. Goes AND IRvE FROM INCLUDING "WAIL OF j 1 , 4 O GPCORI.. -�- - 7. STRUCTURAL OUMJIY sTQL• ASTMI A-aBJ GRADE 'JO MI., GALVANIZED sTEE1 TTg9 FMO[KICT BASED dl TINS P.E.C. PROMOED DOES NOf pENATE FR011 M CONpTDMS OETARED ON -� ` 0.G -} _. _. ..._. OG910NLTON�� - Se.S Nw wm *a=). THIS DOGAEHT. CONSTRUCTION SAPETY AT SITE 15 '49 CONTRACTOR'S RESPONSIBILITY. TWEAOM `' - i fENEMADN At U a ALL SCREWS r0 BE STAMaEeB STEEL 304 DII 316 AS SERIFS OR COItl106DN RESISTANT COATED CARBON STEEL AS PIER DIN (a) THtlS PRODUCT EVAINTN7N DOCUMENT MARL BE OONBIDEAkT) IAMLD IF MODIFIED JMOMCM OF PLATE v - ._._-:= .}�_: .1 '.-. 5001B w/ BD W YIELD STRfl/0M AND BO kel TENSILE STRENGTH ! SHALL COMPLY w/ ROI10A SUROM CODE SECTOR 24112.3.4. I -i I I (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGIittRED ENGINEER ON ARCNTECT RNICH WILL jt7I �. I - i I ! f. BOLTS TO BE ASTM A-307 ON.VANUEED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. BECOME M I ONEER OF RECOWB ((E.O.R.) FORM PROJECT AND WHO WILL BE MPON°WLE FOR M PROPER USE OF M P.E.D. ENGINEER OF RLOOID. ACRID AS A DELEGATED 04WJ [R TO THE P.C.D. ENGINEER. SHALL j 10. ANCHORS r0 WALL SWILL BE AS FOLLOWS: SUMMIT ro THIS LATTER M SIRE YEL2FLC ORNIN66 FOR REVIEW J A) (.) THIS PLO. SHAAL BEAR THE DATE AND CROOK SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _ ; d, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (MIN. 1*"3162 P-Q RECORD 1HNT PNEPAVED R. COW. J .CM. 1/sY-70.3/4•aa M1�/ '1/4'M- 4 & W/ �((p - 1/4' • % 7/e• OALX-N AACIIORS, AS MANUFACTURED BY DENALI INC. (Ma1'N, fe-J000 P.a4) ,a STORM PANEL MANKACIALRY LABEL SNYL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAMEL N t N , /•Y•3/M• - 1 } ...1 L.' - /14-10 PAKLAITE FIMALE 0 a PAMELAMTt PLUS ANCHORS. AS ►PWXIU BY ELCO CONSTMJCTDN PRODLIum TO COMPLY MAIM SECTION1709.11OF FLORIDAM DING C E. ONE COOL. 1 • , , womm ! 12 I/2• CA. WASHER (BLYONO) (Ca-0350 ".l. 3/32• eWI NO U 1 I I WINO L ' 7 HAND NUR l/e'H,IupW rIq Ian ` ACCORDA/CE WITH SECTION 170e.B.3 OF FtOHDBUILDING CODE. ONE LABEL SMALL K PLACED FOR EVENT' oPEMHG- JI • ,: ,/2' oc. I ! I' NUT wLWHi (BEYOND) ' i { `LI l , 4v TM m[ w 6• oa �• w o , a s 1/4• o.c. i- 11 IASHHtR • I (SM06TAr N/ r i j�AYDfIMO /HUG) POITMWON �' 1 Yd" W000 �� U L7/rr v 3/32' MID NUT r.4- MM �i/B'0.3/32' WING NUT UPCON • r 04 I L , , MILL t1ewADQ1 1 •�- I A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PCNRED CONCRETE SHALL BE 1 J/.• AND 2" FOR PANELMAtt �� { J I I IELNLE ID ! PA1ET.Wtt PLUS. W , t MN MWAOED _ • W000 PLATE 1HNIQ5m ... 1/` ` OF PLATE A �M _ REQUIRED NEOLMWD I (BEYOHID) 1._ --- aF FYATi" At UAw10M ,-) 'i' ` OF PLATE A, 1°0M1G'H I 'l `I • 1MN°° FIAT[ WDSE,°0 TIME 114 i j4• D.C. Wtt1 1 1 ii i 1 j4• o rz1 7 __ 1 � .. J ' I A2) eMB ANY FINISH MATERIAL SMALL 1/4' % 7/e• CKN-M ANCN01R5 SHALL BE R 7/e• Ni0 CONCWEIE, NO ElReE011MT INTO -_- _.roe0 Nun ..-�.rt- Py/11' PEMMBi7FD _.. aPE�N[TMTDM I I I V ` ap�«7�1Mi ON I -' 1N/ro4• F fDEYA4X eOUS IREC SHALL BE LOAD ENOUGN(SHgIII,D ANY FINISH MATERIAL EXIST) 10 ENGAGE 3/4• i([� fCJLi J/r.1mmu mg• - �� ._~ ... A3) N CAS[ THAT PRECAST STONE. PIECA4T CONCRETE PANELS. OR PAVERS BE FOUND ON M EXISTING WALL OR ........ arxt 3/e -1" WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO TEACH M LAIN STRICTURE BEHIND SUCH PANELS. ANCORIQE RILL 3 ' uCEN 1bLE 3 -1• SCAM -1• TI BE AS MEMNED N A,) AND w A2). n• :W 1T� Ep TI((/T / �rcP AENp,,/rA�i sme 3/r-1 • (e) m E1tHNT Ne rnHrnE1F .PAN ..M , No. 44187 SCALE A•:' FLORIDA RUMDNo CODE h voloo NuTYlaane Zone 3..r �%�' •C FLORWA 6UILDINO CODE IPA Vol"I NU rr cone URe - 1/4• P TAFICON ANICHO IS AS M4NIFACRIREO 6Y I.T.M. SUILDEX M. ' # FLORIOA MU)INo CODE h Y Nurrkane 1. NWMUATIOIS ARE ONLY VWUD FOR IKOINOS WITH "A DCM LOADS sm : 45Na ILIM M& rP. - 1/4- e X 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC. (Ym.1900 pa.i.) 4em6 Arlo. FAD. UP To .66A -72.o PM AND PANEL'S MINI IN UP 70 r-r. a4m ,awsa 41a F.P. : NO 441 BT 20 BADE OALVANIZED Sim STORM PANEL 7. TOR NEW MONO FLAIR coWTwNTINt WOOD AOWfM6 TO M aounaw 20 GAGE OKYANRED STEEL STORM PANEL C` gr'•. R 20 LADE OALYANRED STEEL STORY PARE eMA N On 1. INSTALLATIONS; ARE ONLY VALE) FOR IRA UNIM WITH A.S.D. OEM I DA06 *': # # ? °�' °A - ,'►RODUCTS (P (r-20 1FCMME D AND PANELWtt PLUS ANCHORS. AS MANUFACTURED NY ELOC CANSTIIIICITON Ww vIE Na a M/ twEcs; oEIWITY a o5e w EOIIAL # :. VABI a U► 10 +55a -72A PSF AD PMOWS LOOM SIP TO 6'-r. ATE I -_ _._ -� PROTECTION PRODUCTS. I= 0/m/n a/AN 2. FOR HET[ WOOD FRRME coHRTNACTIOW WOOD MDOM TO M SOUTHERN 4IN tf. M s,RNt 1. N LRCM •�•. � , _ _--- AL PROTECTN)N1 PRODUCTS, Ll)C. HIUG PINE w. 2, w/ LrEa/lc IIWSm of oss OR EDtAAL �••'• ONTO 0°6 � � PROTECTION PRODUCTS. LLC. N '$y (R'SS'O •A`�• _. ... u a •. Nr ,IA4. Hoc 04)Wx-)Mk ae ob.)No m �97181� S• • Nw. , .Cr . Nr , _ARM RNR sNwns. RWOARN}M.•aA, 111wp 11M I L �. C O E M 4 0 2O- ! dM)IN-)MI6 aA: pNIN6-IPA WmL FL SM1• la a.Arr YIM Malal 20-176 0. AWN• IVr,ae4n-,a.-HINT S N.•'� AH PI. SmAmeno eAOAw wy,OM ,1. PE 4 on kw IV I ,I4 ..-........ >a6/BwMWM[AMRS Wn.,�1.wA "- �.'L.PJS' - _ - - WHm w «AM PE wM/WWwww/IM[ '9lSLA'wR'+':Lt u COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 ) . _-16AN• (,DIAL wlmH>.- .__ � _.._--- -. ___�_..._ - - ----125w (EFFECTIVE WwrtH) wl W 5 m 2. .2� / ! M. AM A-06J own 55 NSNNW Li,AR, A 4e.f 0-00 GW. ------------------ T STORY PANEL 1 PI DOD V V' W/ "Down [DOE l / ISOMETRIC VIEW DETAIL A ROLWM CORNER • ENDS OF PMEL'S END UP W/ NEARED EDGE. (N.T.S) L J L-3• Ma.--+ O l WTerjUgg.) AWN_ AN= 6BrAa A.J• O�WhIN� ..780• .e13' 3.75O• I I _1 (fYP•) O1 1 4 NOI-76 AIMIn. ALLOY s o- ��u�� .}TD• •;r 2.aHD i ( .130• O 2rRsW(�.) ALUM_ ANGLE BeSWW1�PRtlBB�� ����� E7 � � Ei III ti � d li Ii I i III II!!iI DI IiI IIIIII I c1 O f) O O O lit «X �og 7WA'� �E1111i - - - I III till J�,,i ITI-111 TINIA-11111 [IT IT TNT ITT I I pil 11 jjq 111.1111! O-kM"/FOR'Mis 3 /eLE SO,wlw a >@1 „ 0 s.rl� 1. ,r s SAIL ALwwa 6E MD'YWED M/ anu 1/YT TOM R4TASHSTALIEDWAwTq�II OH'OI,10 ADHIMS S[ � / KM IWWLL TO /ACBITAI[ HwAJI IHANDUE TO FACRRA1f nW INBOE'NFMO► DIImNICWMAEMAm' E-Z NANO STORY PANEL SYSTEM P WORKED TO BE'MTAum FROM - ON tlawR �r--- am= OF STRUCfl6w BtNI . , _J�:/4• ow or raw t/4' M .. w _ V4-NA. OM-1 f ar Hr®W/ aI e/o & ® T SECTION A -A SECTION B-B XLo,1Oo"wiwo10[�'"' fCALt 3ja" - ,• MQg�' : fNMR i91' - 1• (1). �IIYiMIN PA REMISE ,006 E - 2 H O NG STORM PANEL SYSTEM WNSSTM OF PANEL + TRACKS AT LOP t PAELMATE PLUS OR 15• LONG (1). ACOMMON.DF SERIES M: E - 2 HALO STORM PANEL SYSTEM CONSRNNG OF PANEL + AT BOTTOM w/ PAIPJAA7[S. cwt TRACTS TOP ! e0T1om. (2). END PANELS SMALL ALWAYS M TO Mgj(RIG SSL WALL By MEANS OF (2). PAILS 811M,L ALWAYS SC CONNECTED ro PANELS. 1M(•K OTHERWISE A STOP GAR $HALLK c Ct P USED �IY-w is � "AIJK / AT 90170114 END .Sf7f�, As PANELS SKYYL K PROVIOEO AT TOP OF SUCH FAHEL3. RIME wwo A COWE�C�j0D�134 Awl/n 4•s-2W 4 •S.APwPEOY (�(Ex (3). br FIND ARE TQ HpTTOM TRAOIK, CONNECTION TEAL CONSIST OF ON arE~(D ' r 1 s"1-30x3 {• MS w 7 e INKS/s2 NBIG TNR oR 1/4•a3/a• MIT tRio166CREW 3 FOR CAW MEN END PANELS ME USE JpeRLY w/ it LONG ®AT 80,10M TIOM Oi fAS7FMiR Y K M EITHER Kr Two ()' 7K EXIEWOW FLAT RANGES; OF ENO PANEL. �TtOM BUR END PANELS ARE NOT GXIMECr(D ro eOrTOM TNIACK STD► SAR (4). N CASE THAT ENO PANELS ARE MOT CORRECTED ro BOTTOM SNACK (La A STOP MR @J 2 L 8E P'IW'0® A7 COP OF SNCIK gAlEL9' S ONLY USED AT TpP) At IfAST TwO PANELS SHALL O M FitCTED To eoTKM TRACK (4). IN INSTALLATIONS WHEN ETD PANELS AND SOIL NKEIRRE�,PNRT.S NE DIRECTLY Low 6PECS INDICA CH NOTE (3) ABOWE N SUpK CASE. CONNQCf10N rF PAISS.S M Y USO J0N1 6T," TINCN ('1) AT 1 am. Sro-, COWL ro BOTTOM TRACK MAY OCCUR AT ANY PANEL UWATDN. M� NV M OLLDMq SPACING y /y (3). SEE SECTION 1'. 3- ! 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. LEFT . RIGHT SIDE OF PANEL) WAVE A 2 NEED To INE=• NNOM ,O S K l Y' M) � INSTALLED .S(•� A; Tu(/r, THEIR (MRIAPS WETAIED BY �, 9HWL PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK \ a HA.4 1R'GI'�MRALranw MwlWs a1.- OscxE PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK \ a HA.4 1R'GI'�MRALranw MwlWs a1.- OscxE J/e.,- Aa YDOFWIOMOeM�1«®glgl ALM�OIR(Q6faR �A IF MITE. or*JmIW t WT•aD a M e� aM "MIT tll �ALIM CO NIOLiAOH FIR NI tC[ ti M°ilib ,GP • eansr NOIInWIaB aw M 0- IN ANY HMI to tAAH Mw OWE 3/6-1- ED.. SINE NPA,Ha[ T�eolA[w[pNU . aN -�'T'L J I1IIII � FRB 1 IMDW (•NgLR uDpMUY� � iia :li NA II IIwIi a U,W a NOT NO / 6 e•11Mr as VA H`AaIAe/ FLOOR To CEM.IiIG MOIINTTNG FIST_ Ruin-aa MouwnNo INST. SECTIGN 3 SECTION A ,r ru NN,HyI ,r ac Qi L Q� Sri- 0 -v o C 0 _ _ L � -0 ._ vJ Q 4! f`+ W i O 1� O Ua� ■� ♦� yr m W Q Z z Q J SHEET N0. SH 1.2� 7 E 11"MWill FIN' m T- F 791 I I 1 KI 1+ I++ i 1 ' T^ TI1 R a MORN A.". W, MoNew TTGN - nIIeI. BlAa9 OWd66 9Rrm- +SSA. -75.3 w OR LEES 2 •/w 9plT[D • 1'. Y. 11D. 2W A311 +BSA. -79.3 70, OR LEST 2 7n1• BOLTED • 4• k 4•4 WEAWIIiD FI ~e0TT0Y O, L MU • WNGrM M WORN k 4011 W PANEL LENGTH 1w''1,HORIED EDGE -OBTAIL A «,'A 1•. 1 1 .11 .•ii MAKS A.S.O. MWYM ALOIS TSPIAM FOR E a - 3 11r '• APFIIrAA" 10 ANY sccnow I A N TDN VAN" FAD. LOW" T.' (LAJ PREiS3LME RA 1.BLOCK l/Poas wN-N [ mimmu row" Is pammam pun TO COglltt To =am TO OONOM[ ,0 cONCR[I[ 12' N/A 12' N/A 12• N/A 12' N/A V k 2' (TOP) 11" 3•w 10• J• 5• 4- 5' 4' 1' (BET ) e6.0. -75.3 12' 70, OR LESS N/A N/A N/A WA MIA N/A 12 1/2' I1' 2• (BOTTOM) 7' N/A B 1/2' N/A 4 1/2" N/A 4 1/2' N/A 3' (TOP) 12• N/A tY N/A a 1/2• 11 9 1/2- M/A 3' (BOTTOM) 12• N/A 12' N/A 12' N/A 12' N/A 4' (TOP) 2 1/2' 12• 114 12• 11' 4' (BOTTOM) e UMTED 10 SOLD M•I. AS.D. OEM PRESSURE RATING. {NE mm So ION MCHM "All • NV=m FOR ndmwx DF• IRO REDO A M E OIWS91a WORM APO= LACINGS AND MINIM OBE OSTANt AM OCCOW GN llN 904ML L POR Ha LESS WHOA /ESCAIED am samu nIWC" ANCHOR YMCA If NULTIALYIW SPAM oGNI ON scomu If RE F'OAOWID FRCMIIL TOR "N OPOKON TO K POe L I== WNW OWAIED UNO FAC'WR OM NN K LESS TWA MR&A SKIM eOaM MR EACH ANCHOR TYPE AT ANn10RS LDSOG. OrU�1 1AF00M ON. AIOIOB srA 3 3 3 3 3 ,n waN NY (y WaAr,l =9. w 3 3 1 1 3 7 ,n 7 ,n �BL v Klan 140 of i I'm 'Aa v •+• NGUKs M•rsrANt: . ONTYIL[IN Bm1oM DF PANELn, MO 4) TO OIL1/Y 11r 11/ I ++ ]MEDIUM Mr OWM U KrAUN BOTTOM OF PAIL AND CD TO K 3/1r ,/16• Yw. COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM (SCALE 1/2-1'� PANEL SYSTEMS _.-----___-.15., 25• (TOTAL W01N)-- - _-t2.50o' WrfD11NE WAOEH)_.. _._.._._-- --.. __ a..-- _.._ I ( I- •.,eJ• I I ,/.Y-2o•2/P -.750' am r ­l0 ---- - S T/r (TYR)--- r-, ,.jj.�... i/All ^ry-�"I -------� �.AI -t.]60., ' i•� 1•i50' _ _ ,�'� �� �- .3 ,00• .,eec11 I 10• In 6 1 LIES j ANOIf • 6 ,n• •N - O1 a /2 1/r Oc. R II -1 BSA' IWLOBTD) / 0-20 OALW. m STORY PANES. PNOS OWL K SONUM ALOAYI FROM UFr 10 NOR W/ 1/r U9 N 00 AT UFT UK OF AMn --------------- OVn A 1.bp0 LOBS- 1moD•--'im.i b' •) OZ -He HEADER O3 -r TRACK O4 Amax• WITH STUD UP.am 01 ► 4 0.024• (40.) AwElY OIO U- .Sri' Y oALMIW STEEL "� rNOMED fDA1K '� :0.0w 1 - } PANEL-' ---( 1,46rr can Li MEN - - OR ` VIEW DETAIL A ,�T- 2H°•M- - r 1 ROUNDED CORNER • ENDS OF PAML•S I . Nw JIN• � L. 2.379'DO UP W/ HEMMED EDGE L_.r - .HST :12LM2aa5�.wr��33E3 � . (N.TA) .m•.r_.�.�J M. 2GRW J6■f�W1 or man al• .De7• ���L ppBF T OS KEY NOLE WASHER _ 3.7SD• I (MJ 3105-MI54 ALUM. ALLOY© KEY - HOLE AT PANEL 17bo'I----_t Ll /sa sHEE { no ADOIIOMAL • .e13' UINARONs / LEEK umm is 11•, 12S' 1- TINILY WI/ IOII fsFAUAIOW LIFO O SLEEVE 2 1 /R" F. f1YP.) 9000 t TIKICT AE6 , t.2Do' �._._ I '�• WY• f CY[2TM I a LIFT-' :. -0.)I LIES• .. ri0- 7 BiY oeo'e (t1') z.5.e'------ L..nr O . "HOW HEADER ® "U" HEADER 1 2 �_.. 1. ,..____1• MAN. TO b' Y•.:--_.__.___-' ®SLEEIN VE ALIL0,1 MAX, (@ ANLILF 11 "J' TRACK © PANEL HAMM .374•if((/ jt 1/4 WIDEN L__ E % (UK ONLY MR E-Z WIND b1ORM PANEL r- __..]t 1' - IOC• ---"' Imo• 4m• .2n* Aw- �.:'vC N,�p T SYSTEM) bob3-T6 NAM. Aim n ( T P t L1r2s INN, 2AOD + .!JO-- 123r, IT SEE >= "--- J .HUM 2a• ® QIILD-OUT or O WMA-OUT or TRACK ® ScTRACK ANDLE (ZVNAA0CC s ALLOY) INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL G) INTO EXISTING WOOD STRUCTURES I/4Y lA0 wr4ms e r O.C. W/ �»� y,� MA, IIIEAGO POiTRA1ION rt1 xEMfA 'Rf0~II, Y W 4SCIB.WR • {' O.G W/ TO Vier" WOOD IWAOOR. 1/2' W. THREADEDM, a ON EDOF [IOID PDR,Iw10N 1 DOSIW ,wow NFAODt. 4 C. A. Nat' SAS - / \ 4 C--L I,al- LYL \ / l'W Fw D,D or gift? - END Or # DEIAE I At r _ %A.BEl� Rl9URpppH�UApf� 7 s RED ! 1 2 9/,r Ak. TO GLASS. rncIN R60 { rOAdNMM W (M NOTE IA 10,00 114 LAO TV 1Mno`. THNARfTASaAI'DT O•R DDO• 12e -1 1 0N t WM)0° pu'a m•[OIMAYa 1. INSTALLATIONS ME ONLY VAUD FOR LRlD0105 WITH ALSO. ItE&wN l UP TO No, -M3 pW AND PARELY LDIM UP TO 5'-,r L FOR NEW WOOD FRAME CO 97RLCVM- 1100D MEM MM 10 K SIXIINfN PINE me, 2. w/ SPECIFIC Duam of 0.06 Olt EOILAL SEE k,PENT Af MNEL N WNYOCTWN N ,R1t1KS m . ATM Ft TV W[0 ,00o a1 am foI[L MfNLAMM TYPE aN OW 2] IOW T•DNOTION N61"OIMfNn CANS COMM" IN ANY ' C""'Et7T"�7t+T"�• �'I�"'1 'ul•. G1;1.1 n MAXIMUM PANEL LENGTH L+- OR -L-- (it.) B MAXIMUM A.SA. OEM PRESSURE PAYING (P.-I.) (+ w -) CONCRETE k HO♦OD OWAUAIMNs 1 no Tt'-O' rt•-0- no rr o n-a xo rr a• NF-S• Ja0 ED•-rD- la-0• 410 t0-t• 6•-4' Sao 1•-S• 81•4' _- !Oo 9•-I• r-1• -SLO S'-Y S•-o' Sao Sao Tao 7aO r-a• e•-a• no r-r a" r-o• r-S Sao no S'-S' r-o' rOQo /'-S' 51-11- rm0 a•-J- S•-S* it" - S•-Y rrao - a'-6- nee a•-S- r,k,. ' vCEN4 :: No, 4 *; I STA OF, aMnt e PANELS M BRlEdMm AT [ACM no wrtN milen 0-Q)- a k n a' D.M..Q.O d■CI NOUN= AT EACH Lie ( MAXIMUM PANEL LENGTH NL+- OR "L-" (ft.) 0 MAXNW AS.D. acom PFA30M MTSO (P.A.) (+ CONCitm A WOOD INSTALLATIONS 1' Lr Sao 25.0 It• -la' II'-Y Ja0 IT'-e Far-r 310 lo•-rr r-r 4" S'-9• S•-Y 4a0 r-r 6'-r - Sao r-r r-t- aao - r-r r-S1 Mo I'-0• ra• Sao Tao 710 r�2• S'-d' SOLO r-0' r-S, Ba0 7-0' S'�7• Sao V-P, r-7 One 1-7• a•-lo• Imo e'a- S'-r Imo S-J• a'-4' rrao - S'-r I TOLD ties r r mkv" N LENG (k) MNIIUM SEPARATION TO GUM SCHEDULE WINDSPEED < 170 n,,P,h rnpN W9/ SPEED > 170PANEL umS RATED K'SIAAIINED UMRlSi1MNMED RESTiMIIED 30 am LESS 1• 1• r 6 1/4' >33 70 90 , ,• 7 11r 7 wr >00 TO 148 ,' 1' 7 1/Y 7 1/Y >145 ID i1' ,' - 7 1/2- . 1 C .11. Iff (MIN 3•T,7�I, 1'I Si: 1i7.T1' 111.;•> -1 1-111'.1, FROM IN 0 0 = a m, 03 IOi a�®®®tea D.M.. 3O. ®or 4'• NAG SCREWS W r O.C. W/ 1/r AM Twapoco mocrRA1OR '0 V-51 0 ROW NERD. 4 C-1 /,a1• EARL •FA DOw C-N _ OfTNI T/Q+ k NOR ,A WLLOW) I- ac. • , 3940"Ift TO QASS, Am I OWRM ,y { # �� r 2'OC �. 1 NOTE to UOYNO '1 1/4'e LAO BGEIS • 6. O.G W/ \ -2.R 1/2' I9n. 7NElm POR7WA& I ht PLAT[ KG K9 FIAT *am MAIM TIC. ILIL E_ ECOInc. TWO LAO Sm" • r O.C. W/ 1 ,n' WIL DRHELD P[,I['nMWON IO "GYM WOOD NEWER. Cent nt x-WOiD anL /ta,• $ALL i 4 F,F M ENO OF DC/A. 1/114 • AEOUA® 1 • wT�iitrot�/ 7/eY.D/37' I SCAM •D h ,X PU7E FENflM1MINrw Ci-y7.Til�li•T: RIDA BUILDING CODE h Votodty HUrrtoano Zone 20 GAGE GALVANIZED STEEL STORY PANEL PP. O MAN w, ABAL PROTECTION PRODUCTS, LLC. .6N La O FIRST MINE M .)M-73n. AM,' ")M-OFT a'/N^°fe DARE 20-176 9RA.Aa Iw SAW to 0 a 2/4 1/4. 3/4. 4/5. 5/3 A 6/5 mom (SEE scIHEDULE 1 W/B. 2w/B• 3W/7 A 4W/7 -I: MIN. - --- -- SNEER 9, 10 4111) - --- . _ ;, .. L� ILRIBOUED PANELS BOLTED PANELS w/446-20P, (OVERLAP APPLICABLE) HIS �/ - - - _ f (SEE SE �s As APPUGAeIt� 2/4 1/4. 3/4. 4/3. 5/5 A 6/5 , "R 1W/G. 2W/G. 3W/7 k 41V/7 L - . ANCHIOIT (SEE SCHEDULE ON t•EM S. 10.11}----__-._....J REGULAR STORM PANELn1 ELEVATION N.T.S. '' 1/4'Now. GAP (MIN. A7A72 1 UNDUE VU"T1 l - ""' "" '_I SECTION A -A N.T.S. •orm (1) L+: MAXIMUM ALLOMM Pon LgWM FOR A GIVEN PCDMM ALD. OEM LOAD. L-: NAIL ALONW" PEEL LEOM FOR A GIVEN IEDATWf Aso. OEM LOAD. (2) PROCEDURE To DEMUK MNWM PWAL LDOT! ONE1 A Pownwt ASA. DEM LORD. OrFU NNE MAXIMUM PAD. LENGTH 1..' FROM SCNEDUIL ONOI A Nf0A1M ASA. OESIOM LOAD, DC MINE WAWMW AMID, LENGTH'L ' FROM SCHEDULE FINAL 11AXIIIUr AU.OSINE PAEL LGNTM s EDINL 10 M MOM 0EO••ED rmm LENGTH BETWEEN 'L+' M0 t '. (3) SEE 3044E SELOw MR MK PANEL tOWN FOR POROSITY OLAWa1 ATION• NWALARM PRO WOW ARE LOWED 10 t 95 p.af. MAX Aaa oESI9N PRESSURE RATING 44167 * am PLUM WX' 24 GAGE GALVANIZED STEE STORY PANEL TE OF I�Orlre PROTECTION PRODUCTS, RIDA, "'�L�� NNE. FL. 3DIN / )TALE-fSa .... Y W r IN A7AIWa A N9,N 20-175 A.YIn Id Kr S� ,YI[lY . E�2 NMI. ,R� ..10 W. (w TOTY.w ­111.1.W. ,. STORY PANEL SNNINN GN 1Ns PRODUCT EYIALIA1tGN DOCUYEM (P.f.O.) HAS BEEN YPMD FOL COMPUTANOE IN ACCORDANCE - 1/. 7APYXN ANCINOIS. AS MANIK.BY BINLDE%. INC WITH THE 2020 Qth UXIION) OF THE FLORIDA BUILDING CODE. "fS STORM PEEL SHALL NOT 9E INSTALLED AT HIGH - 114-To ME FAMILIFEMALE 0 AND PMNELMAIE PLUS ANCNORIL AS MAMN'ACTURED By ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE NE ZONES (NAM-DAOE IfBROWARD COINFES). - 114.0 LAG SCREWS PER N.D.a DESIGN WINO LOADS SHALL K DEIEI MM AS PER SHCIM 160e Of THE A10ME MENTIONED COOL FOR A BASK WIND - 7/16'0 . 5/8' WOOD 06SHM. AS OISTRMUTIED BY ALL POUR SCREW. BOLT k SPECIALTY 00. SPEED AS REQUIRED BY THE AIRISOIC ION WHERE STORM PANEL WALL BE MISIALLED. AND FOR A D9i000NMRY FACTOR KD-015. USING ASCE 7-18 AM SMALL NO EXCEED THE AAXUW USA.) OCOM PRESM RE RATINGS I EDAM ON SHEETS C.1) MINIMUM TIRDADCO PENETRATION INTO WOOD OF TAPCON NICIgRS SMALL K 1 1/2• AND 2- FOR ELCO PAHEU ATE PLUS 3. 9 THIN! 12 k 17. 14. N ORDER To PERRY THE ABOVE C WnOK ULTIMATE DESIGN WIND LOADS OCrDVA"W PER ASCE 7-14 SHALL K FIST AND PANELMALE FEMALE IO REOUCED TO A.S.D. 01" PRESSURE PRIM BY MULTO,LYNG THEM BY 0.9 IN ORDER TO COMPARE THESE W/ MAX. (AS.O.) CI) M*" 11MADEA PENETMTON OF LAG SCREW. INTO THE MW FRANC UR SAIL BE 1 1/3-. NO THINEm" DESIGN PRCS811E RAINGS 9OI ATILD ON SHEETS 3. 9 THRU 12 ! 17. 18. PENETR POP WTD STUCCO SHAH SE CONSIDERED AS PAIR OF THE REOLMM THREADED PENETRATION. ft OROfR TO VERIFY THAT ANCHOR$ ON TIRE P.E.D. AS TESTED WERE NOT OVER STRESSED, A 331 1NOVa IN ALUMeU STRM FOR WIND LOADS WAS NIZE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WON HAS BEEN W A MM IN C.3) WAKM EDGE DISTANCE Of LAO SCR Is. INTO WOOD SHALL K AS INDICATED PI THIS OMIANG ACCORDANCE WITH N.O.S. 2018. STORM PANEL'S ADEQUACY FOR WACT AND WIND RESISTANCE WAS BEEN VOMM IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MMMUM PEIEM71001 OF WOOD LUSHIIO SWILL K 5/8'. 1/4• 0-30 SCRrm USED SHALL K 1 1/2' LONG MRRIW THE ABOVE MENTIONED CODE AS PER AMERICN TEST W OF SOUTH FLORIDA REPORT$ 10514.01-01 AND #021902-00, AS SHOULD STUCCO EXIST, AM I' MINAAIm, TOR WALL$ WIN NO STUCCO. PER 9570 12-99 ! ASTM E 330-02 STANDARDS. AND AAEPoOAN TESTING LAB SOUTH FLORIDA REPORT #1123.01-10 AS PER TAS-201 AM TAS-203 PROTOCOLS. MD AS PER CALCULATIONS PERFORM IN ACCORD*" W/ SECTION 1004 OF THE CA) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO ON WOW BOARDS K FOUND ON THE EXISTING FLORIDA OLIO K; CODE. WALL. ANCHORS SILL K LONG ENOUGH TO REACH THE MAN STRUCTURE BEARD SUCH PANELS. ANCHORAGE SHALL K AS MENTIONED IN C.1). C.2) k CA) 2. ALL ALWMNUY EXTRUSIONS TO TE 000-T9 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED). SEC SHQT 2 (0) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 04HWS MMWFACTURER. !. AL ALAMNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOW, 6. PANELS MAY ALSO K INSTALLED H ORUOMALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HIWC STRUCTURAL QUALITY STEEL ASM A-4153 GRAIN 60 WNMM. G-00 GALVANIZED TROUGH 5) EXOM THAT HFADCRS(D A% SEAL NOT BE USED, STEEL OESIONATON WAY- 92.2 W (ALTER ROLLED). 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTIM IS TO K S. ALL SCREWS 10 SE STARLESS SM 304 OR 310 NS SERIES OR CORROSM RESISTANT COATED CARBON 37M AS PER ON ATTACHED *MW PROPER ANCHORAGE. IRS SHUTTER SHALL ONLY K ATTACHED To CONCRER. SLACK OR WOOD FAME 50018 W/ 50 bi WENHALL YIELD STRENGTH AND 90 W TENSILE STRENGTH AND SCOMPLY Yf/ FLORIDA BULOIG CODE SECTION 'TO 2411.3.3.4. 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2. 4. 5, 4 AND ALTERNATIVES W. 3W k 4W ON 6. BOLT$ TO Of ASTM A-307 GALVANGED STEEL OR AISI 304 SERIES STAMESS STEEL. WIN 36 A•R MINIMUM YIELD S7Ro101H. A SHALL IUWE A ILORE AND READILY VISBLE IIWARNIN. ISTRVCIRO 01YNfA OR TE1•WT TO SEERS 4. 5, 9 k 7 APPLICABLE SHEETS PEELS WITH RESPECTIVELY, REDHAUL HAW WRIB PENODS Or Y WOW AMMM:. ). ANCHORS TO MALL SHALL K AS FOLLOWS: 11. THE INSTALLATION CONTRACTION IS TO SEAL/CA UK ALL SHUTTER COMPONENT EDGES WMCH REMAIN IN CONTINUOUS CONTACT WIN ME PR IG TO PRLVENT WIND/RAY( INTRUSION. W TTi 1/4 0 TAPCON ANCHORS AS MAMNACTREO BY I.T.W. BUIUDEX. INC. (Min. FC-3192 p.•AJ 12. $TOM PANEL INSTALLATION SHALL COMPLY WITH SPECS NDICA ED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4- • . 7/r CALK-N ANCHORS, AS MANUFACTURED BY DENALI INC. PROVIDED BY THE A IMSDICTION WHERE PERMIT tS APPLIED TO. - 1/4"0 . 3/4` 5OA-sET ANCHORS, AS 06TNBUIED BY AL POINT SCREW. BOLT k sPECULTY CO. (MA. Fc-3000 P.9J.) IS (a) THIS PRODUCT EVALUATION DOCUMENT (P.EA.) PREPARED W MS EIG9KCR IS GENERIC AMID DOES NOT PRONE WC11 ATOM - lIH 10 PAHELAME cONLE 0 l PMOMATE PETS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PRD/[CT: - WHERE THE SITE CONDITIONS DEVANE FROM THE P.E.D. - 1/4-0 7AMAC NN IN ANCHORS. AS WWYIFAI TUAM BY KWALT. NC. (b) CONTACTOR TO I E RESPONSIBLE FOR THE SELECTION. PURCHASE NO NSTA LATON INCLUDING LIE SALTY OF THIS PRODUCT At) W41MUM EYBEOIEHT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 3/4'; 2' FOR ELCO PANELAMTE AND OASE0 ON THIS P.Eo, PROVIDED HE/SHE DOLT NOT OfVMTE FROM THE COMDT,OS OEULED ON ?MS OOCWIEM. CONSTRUCTION SAFETY AT SITE IS THE OONTRAC70R'S RCYON5SLffY. 1 J/4• FOR ZMMC NMUN ANCHORS. (c) THIS PRODUCT MUATON DOCUMENT WILL SE CONSIDERED N" IF MODIFIED, AZ) CALK -IN a SOLO-3E3 ANCHORS SWILL K EMBEDDED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SMALL BE PERIAM. 1/4' e-20 SCREWS USED SHALL K 1 1/2' LONG MOOMUM SHOULD STUCCO EXIST. (d) SITE SPECIFIC PROIECTS SHALL K PREPARED BY A FLORIDA REGISTERED CHINNI OR ARCHITECT WHICH WALL BECOME THE All 1• MOW FOR WALLS WITH NO STUCCO. AND WAY K HEADED SCAM OR ALL T RrADEO SCREWS W/O HUD, ENGINEER OF RED= (f.O.R)) FOR THE PROJECT AIIO WINO WALL K RESPONSIBLE FOR THE so WITH wm OARS. PROPER USE OF THE P.E.O. ENONEER OA RECORD. ACTrG AS A DELEGATED EGNE[R to THE P.E.D. ENONEER. SMALL SUBMT TO THISLATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A.3) IN CASE THAT PRECAST STORE. PRECJft CONCRETE PARRS, PAVERS. Fusco OR WOW BOARDS K FOUND ON THE EVVIMC WALL OR FLOOR. ANCHORS 4 L BE LOWENOUGH TO REACH THEMAN STRUCTURE BEHIND SUCH PANELS. K _ DATE AND ORIWAL SEAL NO SIGNATURE OF THE PROFESSIONAL (a) IMES P..EER ANCHORAGE SEAL N PLL TTHE N/ PREPARED (9) 14. SITTEN WNUFKIUBA'S LABEL $HALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' • TAPCON ANCHORS A4 MANUFACTURED BY I. T. W. BIIIDEx, TIC. PANEL SHUTTER IN ACCORDANCE On SECTION 1709.9.2 Or FLORIDA RULDNO CODE. ONE LABEL FOR r orO/NG UMf1aN0 ro SOURLY WITH SECTION 1709.9.3 OF THE - 1/4' • . 7/e• CALK-N ANCHORS. AS MANIFARUREO BY DEWALT, INC. �RELW OM CODE - 1/r• X 3/4' SOLI -WET ANCHORS. AS MYROOM BY ALL PONT SCREW. BOLT A SPECN.N 00. - /14-10 PNEINATE FEMALE 0 AND PANCUMATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PRO owmi - 1/4' • ZAMAc NAM ANCHORS, AS MANUFACTURED BY DENALI. NC. •VCEN T 0.1) MINIMUM UMOMEM OF TAPCON ANCHORS. a= PNELWTES AM ZM" WWJN ANCHOR, INTO 1NE ':;�� FLORIDA BUROINO CODE Non h wlx Nwrloone Tom BLOCK UNIT SHALL N 1 1/4-. 8.2) CALK -IN t SOUR -SET MO-K= SILL LE EMBEDDED 7/5• KID THE CONCRETE BLACK UNIT. NO •• 'NTC44 7 : aNNa nWF0. W0. 24 OAOE OALVANM STEEL SI M PANEL STUCCO SMALL K PERMITTED. 1/4' 0-20 SCREWS USED SHALL SE 1 1/2" LONG WO" SHOULD ETas1. * -• n�wL AHIO ,' 41OR1Y FOR WALLS WITH NO STUCCO. STATE �•''• ---,F 11• E C O NNW. GLOBAL PR CTR,� �• �'• �t•. -"I*. a illNsr 8.3) IN CASE THAT PRECAST WOE. OR PRECAST CONCRETE PANELS. STUtto OR WOOD BOARDS BE 1ORI H,r3W,,-a 71.• Mom FL 3M14 20-175 ENOUGH TO REACH THE BEAHOO SUCH P �\ U EXISTING COAL. ANCHORS 04ALL K LONG MAIN STRUCTRE ANCHORAGE SMALL K AS MOMOM D IN aI) AND IN 15.2)- s/OVAL .a: Nr-)4... w • 3-f-,4N PIMA: INN)IN-7/M LAW 0&." -vv oulmr NNRI 1EyE PL OA/Op1Y0YlW/nAW "ILjlp�jb� Ile 1 .'"i/p . • WQI I of IOW INSTALLATION DETAILS FOR REGULAR PANEL C1i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-NT'N°aNEGR[woc r--ITT 1N000MCR[a 00MC's", �� IIEOLAREO. % A1071MLD. CONCRETE ANCHOR$ r cowcmm MOORS (NEE SCEDIAE ON (ALE SCHEDULE ON ^ EKWM POURED SNEER 0 THRDAwN 10) (••.-(7) SHEETS , THROUGH f0) ir--(`?�) f r .1 _CONCRETE MILOCLK � 1 .Y-3b,• a F 1/2• 1/4• I --- 1/2• ` 1/.• REGtRIEO. , NaW.an 1 CONCRETE ANCORS I i (S" spun" aN__ G 1 1 SHEETS 11NROL101 10 11J 1 I [ I 1 exit _ rowmw r' 1 ON la RI6 4TD ( 70ARAr i. ( IBIOM OOI 7•n .TINT: SC,HEDIIIE 1. GLASS O1 SHELF 3)-------- I PANEL UmvTH In OWN SHEET 3) 4._.. 1 (SIR SCHEDULE S 1 •L• HIM,, KPANAf10N l• MAX. I TO GLASS. PNa1 LENGTH GN SE[T 3) M _ PANEL LLIIGiH -I (SEE SCHEDULE 1 i _ CONCRETE AGINORS_ (:-,�. .. ,.A : -.:- ,--- _--.::. (SEE SCHEDULE E oM , (SEE SCHEDULE - LK�1 ISLE SCEDULE ON l 1 [ 1 ON SEER 3)-Y�=-.- ON BEtEET 3> 911LETa a TIIIOJGMI 1 ! 1 1 'L' -1 I j Of a1A59 LJ =.y I Lo. 1_ .•►-Ea,� i aMp�L ED. 1 r �1L 1 1 FJ '� 1 1 1 O. AFKCAp: / 1 C. CONT2E1[ a ouNEo BloGl 1 Illy {AL01! 1P F[IIDF I. .•_m• a3 Mar IN i(SEE SOHCDIIi ON --� _._.1 O.C. LH[[R B TH9ROIGH 10) 1 NIL - N/ ®ONLY MIEN SOLI --I�EOttTOM SEAT �,t Nw �j ^_. /1 HDISWA COMENIETE BLOCK, k �J ALTERNATE CONCRETE oo1Rm CONCRETE CONCRETE �� R[OLAI[D. ANCHORS 3S CONCRETE BLOCK KOLMED. SMOKE® N// (SIDE SCHEDULE GN (SEE ICWAU ETHER S THROUGH 10) SEERS S TmNcUGHa" 10) SOME 3/9-t unN ER A: Tkl/l 3` '• CEN FLORIDA BURD(NG CODE Non Wqh V01WOCIfty NArrleano Zeno .44167 '°01['�W` "` 24 OW GALVANIZED STEEL STORY PARE ova I , (f, i0R CONBINAIHON OF SECTIONS: * • �' ED. 10M DISTANCE STATE 0� I L E C O INe. L PROTECTION PRODUCTS. U.C. �''• - --- Off. �Q mr. [, ,mm (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE Nl SHEETS 9 r to) ANY WAY TO SUIT Nr ARID.. ICNS�'TAUiLNi1TD10NIN. t. ; raN°.�oI6.).•-.F.r nN an(MAN-7N�{, 0 IM 90Nl,6 �+ N AYA A A rL.Mill'!f1Kr 4 Or to W Cn O ^' V! �f U N N Q � O O c .� cu m � i - y C O O c c p � 3 E Q. BL� i� cu -0 6 .c 0 co/ Cl. INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PANEL (I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES f� INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD j ID 1 KT[NWE CORItd111ARE'fE / -,X.! J ON `� ,/4Y-TALL,• �� (SEE SCHEDULE 1 ,n �Y j / ��r�J A ALTERNATE LED CONCRETE IDIOTS _ FORS DaWRB LOURED cmwmj__-_ �/ � � - � I ,n• nc BA �WOgp-.. - - /!/l / / ` i r (SE fMEpkE OM - SHQT it) . •. f__."� oRM fnA 1 ON SHEET ,) i ' 4•A9' (Mn.) OOSrNa URu / R--.--- / 7. /- D)CAT N cwcmm I gems TMOUON 10) r - -._ .-.. -- t�DE91�21N T•• 1 K~' o0511u0 M. (SEE p�cn CONCRETE�BLOCK I 011 CONCR[TE BLOCK IEQUM. / .-_.____._ I�-Y` 1 I - _ . SHEETS 9 TM MXH 1 , REDUIEe TERMAr[ LEG " CONCRETE NSCHMl J / ____, EXISTI N _ t' AMr. KAM 10 BE CERRPIED B�'f i // }B POSTING POUNKD A 0' LOCATION ( > A / 1r000 ANCHOK / 1 i j 92S I i ( fGKDUE ARCIATECT PRIOR TO 9NUTTR � NANCRCT[ LKOIIIf -' U SHEETS • TINROtAGN 1 r Z \ / (SEE SCHEDULE GN 7 "t1 / I 1 L----c. A __...-- `A ON SHEET T FOR PWALLATIN. mm "M__ _ O 1NCHKm /4' SHEET 11) \J,� ' _ of _ - � 1 I SPAWN 6 - y1I'I�p�Or-�9CNCDANCHORS oN (SSEE'EK3Ett) a ON , s'N,• ND wY IMD CD CONCRETE ANCHORS I •/4u , 1p /D 6OSF w i /Y 1 4 ,/2' MAX. ' j I _I 1 _itl Or v i SEft 11) sNiiT 11 / \ 1 1 -val ADO.,'� r r SQL ILL y �, 4• i - V 1 i+----*•IIIN'Ir ' Y/„c•. / `', /. \ .. . _.._ ___ WOOD ; '1 (I . - 1 .._ I U PAX. / _._ \ .' /2• n- HH.e. ox. 1 1 / , Ea (SE SCHEDULE GN I tn• , .-pr,' u .� 1 j __.---� \ Mn.1� ; - ...._ REo0RE0 Uw \•\ _'} MAX. _......------- w°°0 \" I 1/ v ■ sHE'EFS 9 T/HRO{IM tG) , , 1hp,• L.A. I 1 i / _., IIEOURCD,{ 1 _y�.1{r��Wa,• i o- i 1 - %4•IaG i - �:/ L ' �I I _3 .1 a(A9S1 V •' i WOOD ANC10R5 I I I `^As- '�o.tn aaaaaa• O0S71MO_ A1 I1 It ' ; PANEL ; , ; , ` D.C.THUS LONG nlliiON SPACES • 12 1/2- 1 , 1 �� 2• , B,S.A( E i 1 A I } 1 i Vo.(Sf TAR[ /1 ON SHUT „a (SEE( ,1W")- o" `v B 1 l 1 P19EL (EIGTH 1 W)t. \ SNEER ` I I 1 ro Cuss. + on $�crs L- m cats. )Nut ua+mm �'? t i IOW aws.(s� i ._�1 i L,,,,• ( BPWE[A 1 1 MAX.� ; I I ( SEE NOTE " FOR LJMITA710N'S FOR IeO I 1 -1rJ 6v GLASS. 1 1 l• IA 1K. 1 I 1 1/2 LONG 5(EivEs. CPARATION .1 TO OARS. 1 , 4Y-fan• � (Sa 9 k 10 (SEE SCHEDULE E 1 ( I 1 A 1 r� S4m 3) 1 ,n••-,"• (sEE s SHEET 3i 1 ON 9C1Hm 3) ,• 1 - I OfFAF- �I�_ _a 1 ON f -- - _PnNEKL Wtt fF]IAE 0 d1 PANEL DATE 1_ _- 1 (SEC SOIEDIAE ON SHEET 3) 1 1/fy"M't' v LAN. O SEE I I GN SHIEST 3) f� 6aR W K� FpOY SHEt7 >) ON SHIER 3) R _.-. _ _ L.. GN SEE, J) 1 ' 1 ION SEER ) 1 ay .a�,..AtB Min. SEAMWION TO MSS. I ( SCHEDULE oN A w 'X P o @ 1 ,/4,F",. l I . (s¢ SCEDLAE QI MEET 11 � 71r a"3fRAA" � F }L �A� 1 1 ! PANEL LENGTH ! ._.=== ET_, _ ,-_- PIE ITT IWYa "L• MOA �� `7"`-- '- -_ oMs j �.---_-�•. ... -- �__., fD14 Ali 1 _). _ __l._ r - - - T- WiN� rHXR ♦ A WOAI/A" PANEL UDwH 1 _ (SEE 4pNEDu(E 11- PANEL LENGTH :1 , E I_..-A11/Aw1N_ 1 _. 1 I ♦ '. t t i -S• jW �.,... - I�.. f-i _ PS HAW ANSI. (SEE SGEDIA[ 1 LTO GLASS. _ -�.. 1 1 UMIN olel P•h E>OSTIHl4._ 1 10 a1A96. 1 2.4" W000 -..-•_ 1 H - .._ - r, 50X �._. ^^ .. � LIJ195 ---- I EXISTI'HSLH +�-- ; GA55 -'1 SEC sfAlmuE I ', PUTS IEOURFD = ,-- ------------- I PANEL fl Kd EE 1 � HORN ,AR 1•f'O aN SEES s) �(o�II SCMEZXLE SHEET 3) i a v HLJISs 1 �J a t I 1 , i,_ - -_ 1- i aN sNEEr ,I i 1 i DIRECT MOUNT W,( SPACER _. T ON sMEEr ,) ON LEST ,) (BEE SCHEDULEGTH -} B GN llnf 3) GL144 _-__. .) 1 _ _ E 1 �- 1 i _ i , ALTERNATIVE 2w' 1 4 r I 1 Lb. r SPKCA 1 OF .L. 1 SOa E_.. ;'1 • 12 I/2' O.C. SEE TABLE /, ON SHEET /1 TOR MAX. PANEL LENGTHS A 1 1 • 1 i oc N - L._ IDOTII ; jj;MAX.11' I OAAt' ED \ i� 5 SCALE ,/e-t• ; eoa E 1 r� Of i- ��' MAY / H ~' '� ti- ---) c S 1 WX. A3.D t7fslGN LOADS ION NIBS )INSTALLATION. 1, - 1 • 12 1/2' O.C. ED / I 1 W 0 11r -- _ N N.LOWE6 i W Apewee 1 1� •. '' CONCRETE ANCHORS..,._. I CONCRETE ANCHORS ---.._- ...---- `• ' i 'I 1 , .._) !0-- ♦ - 1 �, 4Y-faiAn Ian oo6TIG H'OAXREO (SEE SCHEDULE ON (OR SCHEDULE GN _.._ .... ..._.- .. /.' oL. 1 \• \ \ T. cOF WALL. Oil sue SHEETS 9 THROUGH 10) SHEETS 9 THROUGH III z ,/0• LONG WINS AI.UYNUY }_ I _ * IGD:: - -•-- _ - ROOD ANCHHORS Hk • 4 , SPACERS • 6 1 P OC. VALID FOR �. I _ _ _ __a.__... 1 i WARDED W/ STUD YKWI M WW N 1 In• LOW F 1 �� .. + /1• \ POURED CONCItm ALL DESIGN ARD PANEL I.. - A SHEET 1/W' E O" - -_ _ __. :6` W000 2 'I 1 A O Na yy \\ ppSm cimmCG POUTED COMCRm_j I[IICTIH: P[A SHEET 3. , j , I (1) MSMLMM s LMM 10 A OE RON PALO= WRH 19•-0• - -- 6CCN REOU" ' .FOOD ANCHORS comcit E ANCIOq¢__...i I \n\\ CONGIIE,E SLOCN OR CONCRETE BLOCK 2•.4• WOOD 1 I. '-� Ik1pR: "•.. I WAR WM ROOF IW11MLR� • A FESIR000N nm ANY WOW ANCHORS _...:_�REOMI I i . \ `., (9[E SCHEDULE OI V SEEIs / 1HR000Ito" 10) �.-. ' SEE SCHEDULE aNp[AR[ _ilk .. L .4 RW000 eML{eW IpliT T H1IODA10 ON aHm 11). (SE SCHEDULE ILA ,/� - , ' ✓ I•, I SHIEST 1,) c REQUIRED, ,- ,' MAX LONG AtaSMM YAWTd • PLATE REOUI f., ONR•NIL - ---. i E.D:----- RAJ 12 ,/2• o.C. (9tt TABLE P, ON �H STAGG w/ ST1I 1' TES NFARWDN,O IOU!• OOOMN I ti U• p SHEENS 9 k tOJ .� ' ' iI ( LoM9 N NaUa1BO \r--- REOIXRED (be LMWa PHI) •wF N fIJ Or. O 6 1n• nC _.... -Y ARM.------' , ON YIIQ 1 IM1 N ROIIN9 N 1 P M ♦ a) ALaNw ONO T+AM GOIIIIen M (►NTT ALOE FORE D a SECT I1) 1 CEILING MOUNTING anjul7ga MOUNTING WALL Mumma /pRELa mm W/SPACERS (b OR r I I I eHEEr 11) DLWLo'11M (WIC s A RNa6cnN NWIM ,f ,n' os. H,IRIN• AUOIED a �I (1)�WMKIM sR . EO{I.E 7/Ml SCARE 3/M 1' ._-1, � 1 rl.. WALL E4 NN MR LaINM s N F p NIr N AA AMM ■ - 9GIlE 3/e-1 '1/"-- - M mo RM BMW Ma LHWN Egkow�L TOI IM09 M4 LOIOIIE ALOOO a Man u"�iBtl E 1w (,) 6EOMH FN/I IEpiNbl E IDLY (4), 1/Y LOW HOOD Od0'pOlr IRA DAL N /O MWM a MD AM LEDs WOm 11MIE WNL WAX 3/9-1' WELT L 9sw1AROY N , 1/Y LONG YFOO N M OIL7 L-b RNNAOIN Am T[ A)am (7M alwo OF FLOW SCAT ,/B-t- NI SCALE 3/B-1• W ISIWLA10N "W OLV Pa um HNM SCALE 3/6-1• m6a, :•3M11A6WE �Ea�.TK4l �Ea A TI(vl ,r6 N E A. T/[(/f ____ _ �': ''VCEN, ; • ti W tDIf ORh NZone) FLORIDA BUILDING CODE High VelooNrroZan• N0. 14167FLORIDA BUILDING CODE Non FLORIDA BUILDING DOGE Non fth Vole$ NGrdoone ZaEW I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. *; a. 44167 't 'e010 "10°° "a 24 GAGE GALVARRED STEEL STORY PANEL 't NOTE FOR TALON OF �rcttDMs: t. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. f N0. 1416I O°°°0 "11°L0 "c' 24 GAGE OAI YANKED STEEL STOIRI PANEL Ft' TOP A BOTTOM MOUNTINGS CAN FE DESIGN PRESSURE RATBM. (� fr} ANTI PANEL LENGTHS -f00o x1e0D 24 GAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS Dow W. STATE OF DMrN fY: * COMBINED T ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET' 7 •' N/a/NN INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �' (O WI/Wnae NOTE FOR DOLBNATION Of arE•nnut; w�� rMnaN TOP t BOTTOM MOUNIING5 CMV BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * : * Q'. t .•'I�y C' w 7a- EA. EDGE DISTANCE q STATED I�ECOINe.GLOBAL PROTECTION PRODUCTS. LTC. •.E CONBINEO IN ANY WAY TO SUIT ANY ALTERNATE 2W) ., STATE TUT`"Q PROTECTION PRODUCTS, I.L.C. Mr. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 7 IL ECOINC. P�CTION PRODUCTS, LLC• Wa0 (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE 90,c Fi0R10� : /`rL�l 5 INSTALLATION. O F(ORIO 'f00 F•W O, °f1�T DENS" OF DA5 OR EQUAL /OMIT E • W N SMRF SHEETS 9 R 10) COMBINED IN ANY WAY TO SUIT ANY LN• •.• / 20-175III "we" 0 yp f. 20-175 INSTALLATION. • ` E / as 3w. A� r, a Ww A M,N r 019IA9E Nr 2. FOR NEVNEW WOOD FRAME CONSTRUCTION: WOOD L'1as u .W. .•r=TALL a - ti SpM a� r A A Aa 3I� �� Fwe• A w LW< n. m,a �B r Z (1 1..• , pA• -,EH'. r • pl• M .aM Na0 dN)FN-'rw TALL PM)fN•+7N w..: wI W`•-. r.. ON,0,-.M, "a,t; VHNN-7/O. rAc MOfr•an7 20-175 w-, pwf m.,�. r. OAe W,-w, PnbC (N.)NL-»HF, Iwo 000me•rn7 p N ....... MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPEH;IFIC Sjfyj,•••t► Q N tD°1w „w., rl SEn Own DENSITY OF 0.55 OR EOUAL BRN tu[/swE A iulr7ti•, PA. F wWi N N M ►.c Mt/movaRE/maE �A °N' THAT 7 s u J a SHEET NO. S H 1.3 R7IIFlAI Fl1 II I' 'I � T T' 1i1l11IA11F •�� ��•-I'S11' q�ylr'9 I'j� 1 P �i'TF't .,'n ���I�h Ii�I��� I �' f � I I 1 I ' I� � I �'�_�' T�IA OR YwPKs„E 1 & 1E E _: In•. WI�QE,peO�rM.R._'; PININ® 1 � E ,/.'{ . , 3/.• DIPCp' � Wn. A4� rAsW000 riME t_--4• OR® wo omm .c,ADDS 2• 1 2'. r I o66•AW aff r MOL K< L ctTeMr ALIAL A E ON i �1.. IETK AWN. eon NIA[A.(„7.)µ 14 �_ J M- GAP KOM •''•D' an H !TOPE FIINE 2'. r . w3. 3100 N-,s� a0e'To AUDI ODW. MAY. '� ANtE WHO I/r/ . t 3/4• 10 'J IA►OON . 1 ,• A.rf AINEI; 41/. a► LID LorATEM SOARED OWIWIE ODIDEIi__-_. SUICK 01 :%. /Soo F1,AIE OLOURM 1/4• P 6011E r ..07r W/ w n OWL N� a� n KIOr CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) SCALE 1/4•-1- SCALE 1/4--1SALE 1/4•-l' 1I10RAIPA� , CaktwrL callcitm on re ram no" a - LO.IDWANCE CASE E (PLAN) SCALE 1/4 .1 CASE F (PLAN) SCALE 1/4'-I' CASE D (PLAN) SCALE 1/4'-1" GAS! U IrLANI �•\G�1.1 MALS) FOR DIRECT MOl1NT MTALLATN7M PRYCOMFIED PANEL INSTALLATION AT WALLS W/ AY, LSURFACE LM MARhMS wMem 3/4• (VALID ONLY FOR PANEL(1DINSTALLATIONS AS PER ALTERNNTiVES 1W THRU 4W, ON SHEETS 6 t 7) VAXD. DOW RA7rlc PRESSURE MAXIMUM ANCHORS SPAC•D MR F.D. - AS SWW ON SN6'ElV 6 t 7 AI1Pl1GA6LE 70 t ANY OF PANEL rN LEIV (tea TAPCON LAO SCREW PAI[LM11E FEMALE 0 ►AtEUA[ PLUS wO ouy«p IT IT IT IT IT r IT IT 13, IT IT tr (Wffo o a I/ s 1/2's lIr 6 lIr a 'A. (Wry 61/4" 121/2' 61/4 (SOIL.•) a'-o' on r e e' e' -_ ( um -6' a (IDTlaO IT ,3' 13' t3' 13' (TOTh OR LOS IT IF 13' 13F IT oDnOM)i IT 13' 13' S 1/2• r (Wry IY IT 13• IT a' Ir (alRtw) >6'-0• TO e 1/2'a 1/2' a ln• a lIr a tn• (Dry - - S 1/4• 12 1/2' a ,/a• omO -) 4 1/2'f" a In' 4 1/2* 4 1n' r r SIR to 1/2- N I/r a ,r (1Dry IT IT 1 13• 1 a , 2' • SEE TABLE 01 FOR MAXS.D. DESIGN LOADS t LAX. PANEL LENGTHS ,N4£N -SPACER IS A.S.D. I USED. OORRESPONOMO ONLY To ALTERNATE 2W ON SHEET 6 1 a 2XaFIM4•.1 -.:- M 1 AWN. A.S.O.MAIOMJM Do" PRESSURE RATING ANCHORS SPA4a0 FOR EA - AS SlOMI ON SHEETS 6 is 7 APPLICABLE EMMEM ID t ANr or ,FTDI PAIEL UENM (1L) TA OW LNG SCREW PA EUKIE F06ME D PANEIIMTE PINS WOOD wl6NM0 IT 1r IT IT IT 1r IT IT 13• IT r Ir (60DOM) 6 1/r a 1/2• 6 In• a 1/2- a In. (Wry - - 6 1/4- 12 1/2- 6 ,/4' /6oR!) r I lIrt a - l,•ry LDS 7 1n• v r M' - 313 (aoLmLO 13• IT 7r IT IT (LOP) s % -45 +75ae IT IT 13• IT 17• 1r IT IT IT to rcmm IT 13" IT IT 6 1/4• IS. (aOT1ON1) e 1/2' a ,/r • In• 6 1/2 • to I* - - 6 1/4' 121/2, 6 1/4• "ff.) >r-r 4 tn• r 7 1n1/2*• 7 ,• DOT') ram• a• a a r - ]r MmLi) u• ,: ,r 13• 1/2*1/2'• 5 ,• (7Nry ,r ,r a ,r 10• • SEE TABLE /1 FOR 1A/X A.S.D. DESIGN LOADS r MAX. ►AHED LENGTHS WHEN SPACERIS I USED, CORRESPONDING ONLY 70 ALTERNATE 2W ON SHEET 6 7YIiJ,1, • A -SA Do" LDAD �TMPA CI, 40 PSF OR LESS 6'-a' > 40 PSF TO 50 PSF 6'-2• > SO PSF TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS PANEL MATE 0 OR PANEL MATE PLUS ANCHORS k W/rIM:4Nj,�1/2' O.C. L • • 1 • . :j 31 j 4ffil: • L : •. own, IENOM (SEE EL21Ia0N ON SHEET 12) (1 L/2 I _ REOLOW. Km I M N W&MIX.. .. ... I --J . ... t/4•. IMNCtMIiE / _ SEEswom16 a is Pa NCHM TYK f oYw1D me NRNMTOK WM Rom MAW[ IUVOW MNMM ANDHON SP O W AND VIEW mK OGVAW AM a1mma al no ltmo L no ED. LEK Tom MOM ON SOMA! MOAT AIDW !PIONS R MATPLTOO NFNMm •Ie1N ON aaDULe 6r tK toW01MO ACT= no 11a OPVOJ M W K om m wwm 06OWm Usm FALTOR OWL NO K un THIN ammo SPACING nowdiD FOR SOON AIs m TYPE ON TIw er.1OlAL 141 1410 AID=m WON M OM Mae WNW a a .;;";Sow 4rL.M W , 3 a a 1/2 arrrsaet tl4rrM 61,M 64 GONE KK oa M01P1 me - .. I yr ut - --'' __3 r .— _SOW ,. N 3, - WALL ICAE 3/4 A- EA• txlslINo POU�j c D • REoukvm I t ' I 1. lax romm WIDTH I 121 _T_ . 1 = �1 ON SHIQT I j I f � . 1 t � ... I- __ BUILDING MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL MiNSTALLATION$ INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINWALLATIONS AS PER SECitONS 1 THRU 6. ON SHEETS 4 t S) MAX "D. PItEMUIIIE (Px MAN6aw AUMM SPACING FOR Mel LD. PER SOIEDME tMO.Ow 4"I"E"G E MNNa1W l�l ) MAX. AEA. PRESSURE (� MAOMM *New= SPA4211G FOR mod E.D. PEA SOITDIRE MELOr IP /PPWASU IIARIIW IEPM M 00 TMOON eDltl-SET FAIRK� 7AMO-NALIN CALK-M t TMCOII SOLD -SET 0 PLUS taw-Nmm CHIN -el t ,, W m amom m W Wmicar OF 11M1OMMOUMM m q W IS W 7fIDP OltLEu IT IT 1r IT IT 13• IT IT IT IT IT 13• , 6,�, a uaa +4a�-4s +ss -se IT 13• IT Or 13' IT IT I]" IT 1r ,r t , i e,�- OR �• IT IT IT IT IT IT it IT 1r IT ,r IT 1 (ao"Oho IT IT IT IT IT IT IT 13' IT it IT I, I/2 1 (GonoN) IT IT 1r IT IT IT ,r IT IT IT IT IT 2 (Nlry IT IT 13' IT IT IT it tr IT IT 13' ,1 In 2 (TOP) IT IT IT 13, IT IT IT IT O' IT IT IT 2 (WITOW) it 1r 1r IT IT IT IT IT IT /r I3' 1 1/2 2 IT IT it IT IT IT IT 1r IT Ir IT IT 3 (TOP) IT IT lr IT 1r IT IT IT 1r 13' 13• t 1/2 3 (mP 12 , 2 , 6 1/4' 6 I/r 2 , 12 1/2 - - f 1/4. 6 1/4' 3 (ao1TOAO - - 12 1/2-12 1n a / 4• • ,/ 4 2 I 2 In - - • ,/ a• a + a / 3 (aalan0 r r r a r r r r r r a- 7 tn" 4( ) W 6 1/2- S' r r 6 I - r 7 +/r r w r r +)Tory r r - r - r - r - a' - OaD11oM) a' - r - r - r - e• - e• - 4 DIOTW -1r IT IT IT IT IT IT IT IT ION• IT IT (HOP) ,r Ir IT W s• IT IT IT ,r it 1r 111/2 ooP) 1J• 1r /r 13' ,Y 13' ,Y 13• ,]' A' Ir 13' 6 MT04 IT IT IT IT IT IT IT IT ..IT 13• IT „ 1/3 s onnoM) ti• 13' IT 1r Ir IT 7r IT 13' ,]' 1]' tr 6 LAGS) tr IT or IT IT IT IT 1r IT ,r IT 11'1/2 6 (TOP) t/4• a , r i t r a 1/+" 1/4' 6 1/4- 6 » - - 6 I/e e 1/4' 4 1/r 6 , V - - - - 1 I r e , r e tr S% IT to , Ir r IT 7• 7 1/2 a , 1r 4 , 1 (TOP) >W-e 10 W-4- 13• r or IT IT e i I a , 6 ,/r 6 1/: IT a , , ,r-r To •'-•• IT r IT IT IT • 1/2 IT a to 10 1/1 7 1/2 IT r 1 (a0T10A0 IT 7 ,/r IT IT IT ,r IT to' „• r IT 6 ,n• 1001TOM) 1T v IT ,o , IT r IT r 7 1n a ,n IT 4 1/r 2 IT v IT IT 13" a ,n• 1r 6 1/r N 1n• 6 In• IT S ,n- 2 (TOP) IT r IT IT IT 6 1/2 IT a 1/2 to to 7 1 IT a lIr 2 ownw) IT 7 I/r IT IT IT Ir IT 1r 1t• r IT a ln- 2 (WTMM) ION• r ,r IT 13• 6 1/2 /r a 1n 10 to 7 In ,r a 1n' 3 LIDS) IT 7 ,/r IT a IT ,r IT ,r „ a' IT s 1n' s (10►) - - 12 In 12 / 0 1/4' a 1/4' 2 in 6 1/r - - a 1/.• s 1/4' 3 (a0T10M) - - 2 1/2'12 1 6 1/4' 6 1/r 2 1 12 In - - e 1/4• 6 1/4. 3 D1 MM)' r r a• a ,n, r 3 we r 4' 4 1/2• r 6 1/3' r 4 (10►) 7 In- 3• r r r 4• r 4- 4 I/Y 3 I/e a In' 3• 4 (TOP) e' s S. e a In• 7 1/r (aC711 Q r r _ r r 6 In' 7 1/r 4 P TO O IT r AT IT IT a /n• IT s 1/2' !0 In 7 t/Y ,r e' (Cory 13• a I/r IT IT IT IV IT to" it. r IT a In• a (TOP) 13' r IT 13' tr • tn• IT 6 In• a 1 f ,n• ,r a In• (MonoM Ir 6 l/2' IY W Ir 1r Ir Io• n' r ,3• a 1/r (••,,a� 13• Y IT ,0 , : 1J• T it r 7 1/2• a 11r Ir 4 11r s glory Ir e' 1r Ir 13• a 1n' 13• a , Y 11/r { 1/r 13• 6 In` • fTory f 1 4• 61 4' 61 4' a MOTT.» a l 4• a,/4• • t 4' 6, 4' - e l 4' 611' e(aOR.» Na SAW It I N A DO M fill A,IPPCN1WHO I= 81110 " O MM rNM� 8URMW • I•MNIM ANDIOR 6ACNN AND wmm am Down AK tDOA1m ON 1" /010311►E I= ED. LIES THIN MOM ON WOW" MOAT ANCHOR OACND W MA1.L16S OPPO60 SHOW ON O>OML a M POLLO 04 FACTORS. FOR TIN 0011MA M W K POarIM. KAUCED 1PMC04 ooma Una ALCOR OMLL Nor K LM MW M" NN WOCK lcw;D FOR DISH AMba' TYK ON Dw 1aHmMt M11 ts,naD 3AtaID•+IM6' 12iR-N MIMN AMOOR vwm 3 :!3: 3 3 3 2 ,/r 3 '/R A6IR66IM w IN a .3 '/r r a A ,/r a ORrA110101=1 Rml a a Ili 1 3 /K 1 3 1/1 a t/r AORW: m E/m0Q FACM 1.04 3 , Im tW - ,.N •• SPACINGS ONLY VIVWID WIiN SPACER IS LAID. SEE /1 FOR 1MX. AA0. DEM LADS t MAX taANEI WHEN SPAM IS USED. ' 71�C11 A ASA DESIGN LOAD LlNQINMAXIMPMRL 40 PSF OR LESS 6'-6' > 40 PSF 70 50 PSF 6'-2• > 50 PSF 70 60 PSF 51-10• A MAX. PANEL LENGTHS ARE OW VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W// SPACER AT 12 1/2. O.C. _ .—_AMCH= (SEE SOCI,OW t ALTOMATNEB ON SNQ7S 13. 14. 15 W61-- ---- 3; '. R-IA/13, R-2A/13. 1-3A/14. R-18/13. R-2B//3. R!i/14, 3" D.M.. '-Not' R-IAW/15. R-2AW/15. R-3AW/16. R-1RW/(6, R-2YW/13• R-3111W/16. ,• Q' 0 0 0 0 0 L%2 , 4'Y-20.1• S.S. boLTS wA9 6 (USE FOR PANEL LENGTH I IIEL�LDSM Eli � OVER r-67 1 1 PA STORM� _ ;M i IREWWI 1+NL I I RED" PANEL 14 '� ! r-r • +44A -40.0 P.R.F. -6 olnw MID PANEL IENGIN 60l / LIFE PANEL A. 4.0 "J. Ti r-W • +SO (wro "L* MD EN14 Um" 60.n r s s w - i- + wE ► PANEL 3 LEDGN 11 ) ti i I _ .�.. - - j- ' ATt ALL MOUIIINALS AT ---' � r _ _- - r-—,--,� I - -- `I 1 -r - 1 - r I I )I 1 • T'6 TroN • LIFE Swm I G' I , D.M-�3 . OVEIRIP or O IM10 NUT AT 7EXTERIOR 6� , —WNIO NUT AT EFT MIx. LPANEL NOM PANCL r ~ t INSTALLATIONS OFAr rAL10 FON MMD 11 MN. R-1A/13, R-2A/13. R-3A/14. R-15/13. R-2B/13. R-3B/14. ,• MN.I lPEm UP TO I7o In.P.R. R-tAw/Ts. R-2Aw/Ts. R-3Aw/1a. a-TBW/LAST R--N/1S. R-31W/16. p -___.ANCHORS (SEE SECTIONS t ALYU M7r4U ON SHEETS 13, 14, 15 tN)--.--------------- --. __ ._.__._.-I ,p• MAX GAP LIFE SAFETY STORM PANEL n ELEVATION (t) (` 2.aa7' SCALE 1/4--1 1r - STORM PANEL (r1 0~ -1 ow 1611" r "- SSEiow PANEL CIAO I �i TAIL OAS1 T-.•. I _Ara-a:a :ai AYE SAW PANEL ' # FLDIROA SUILDIN I CODE Non Mph VVi Nu Done Zwo %)�QR °E�s.•ORIO► .rv'LQ •w••xTuO Aa / ..... 1L EC O Era. 24 GAGE GALVANIZE= STEEL STORK PANEL rI' ORAw er PROTECTION PRooticts, �• r0,1114 SECTION A —A SCALE t/a•-,• / 'Ea �: ata' e'-.N' Ore ea. 61 ewer HAIL ti ' Z Ras: a64Nr-Iw rAM Lw4)1K•ae7 20-175 ►L K/t/NOMn/E/OME VIP' arr6M rN O6I tt A q INSTALLATION DETAILS FOR LIFE SAFETY INTO WOOD STRUCTURES PANEL in 1N*Aoor ` � .-: .. wpOD HEADeN \ r I 11EOlNRED 1ROIlNWD .;wm „rAOEe •�j' WOOD�I4EADEN 1�L11 /Y ,//41 TAPCON , ,Y 1'11PC011 L►iC11pI1 r ) 1 ,1 TAPCON P IMOII 1 SOY TAP00N • oa • •• O.C. j • r O.a • a• O.C. 711 xe I I I I � O ' N e 1 IY .,0.1• I � _ _� � :: -, -. /i 7 -' d Y � I � 1 1/s•.-101' i N //�1h1• i OLA6a T .._..�_.- _/ d M E1f611frj� i/ - - SALE i . N R�411N OK 7'•e•) j t.l'--_:_/1a1 UMTH 1•; MAL P�oom 1L.INA,PANEL (A1�PIAQ I (suE LENGTH ON F 1 ON sNEET mj N I 1 I AEL04TH _ i I oN 91lEr ,2) e $,2) I • I , e ,' MR 1 p�'� --� a ,• Mn H - i I ! N TO O,ASf. , 1 -. ._.{; 1 i j ,• wn. - L4J e M OACS. 2 N ' IL/2 �� 1 N--ILPARAION , TO CLASS. ' IS _, I L, I I , 4 i l 1 I I 1, ' i�jlwoz_ m w >, Ili - 1 41 TAPCGN -� L. I III -)/11 TMLOIHa'r•O '�1 ANCHOR • V C.C. NRCOR • r O.C. r- STAMM W/ SCUD "� ; �, tTADOENFD W/ vw I"I � ; � � 41 iAPCON 2i4' • r o.e. PLATE PLATE oa -AMCl14DI G.C. , IMODD 1< rz ' REOAARLo WAU AaD lYi ND LL 3 -, • N. r)/ 4 .l f WALLNONE 3 -, UFE'EiT!*r OVA_ u__cl !" iIM /. INSTALLIL7ION ARE ONLY vAuo FOR wS.O. DESIGN .44167 ': PRESSURE RATINGS ;i&? AND PANEL LENGTHS AS PER LD.EVIA7a7N ON SHEET is 4 STATE -_..-- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD P'. i FLOR(OA BUILDING CODE Men fth VIAhiefffty NMMeone Z4NM .eo» xIIDA 3,e. 24 UK GALVANIZED STEEL STORM PANEL WAN W. pa�yyrOS a� IL ECO.... '•Yt Uc• ew MEMBERS TO RE SWR£RN PINE No 2, W/ SPEMOC O,c' �ORIOF,•' •1.vZ<7 N. ,r - A4/w NRr:SM tiii33u si'......• DENSITY OF 035 0R EOLML '•� • �4M. -,a wMNO t1e4N6a-7w. rag: OU)NO-ow 2O-i7S w♦ NWr•N• a a6wtuffi R A XI1T i.. Pt • NM 10 OFa (VALID ONLY FOR PANELQl INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 44 S) wx A S D. PRESSUR[ MAXIMUM ANCHORS SPACING TOR MIN E0. POI 7CIIm1AE KUYIN 411, AFPtIAMLE MVIMItN ( MAX, ASA Des" PAnviE IRM1 M4WANCHM SPACING FOR INN E.D. PER SCNlOLAE KLOW APPLICABLEDESIGN NUt6NRI PARL M 7NCN CIN TP S-S LIMA-NASA GNIhNt ,PANEL OMMPW=Loom or ILS mW W W „�) >+w -ae to +76.-7D q' n• IT 13• IT lr 13• ,3' tr ,r tY IO' 1 6'-• OR �• •-t• 41/a-1166 1' 3 a' 1' ] O 1 H' 6 1 1r 6 1 n 7 1 a , tr 4 1 1 a.�. ON �• IT n• IT IT IT IT IT IT IT IT tr Ir + Ow"W IT 6 In' IT IT ,r r IT V to' 7 I/r IT r I DPmGN) u• „• ,r ,r +r ,r +r u• u• +r ,r ,r 2 lr e• lr o+ IT s1 /r ,r s, 7 tn' / a n' +r 41 - n Ir 1'. IT IT IT IT IT IT IT it 1r 1r 2 (MOTION) IT r IT 13• IT 6 1/2• IT 6 1/Y 10 I/r 7 112' IT 6 llr 2 00"MO +r „ IT 1r IT u• w IT ,r ,r w ,o s Ir r Ir ,r Ir • In• +r 6 ,/ o , 7 ,/a• Ir r - - 2 1 12 I a ,/r 6 1/*- 2 , It 1 - - 6 1/4• 0 1/4. 3 (aof101O - - 2 1/2-12 1/2 6 ,/4- 6 1/4- 12 , 6 1/4• - - s + r I I/,• 3 0,m,a9 r S' r r r s' r I lIr r r r 4 1n• 4 7' r r e ,n" r 3 1/2' r a• 4 I/r r 6 t/r 2 I1r ♦ r - 6' - r - _ -- r r r - r - (eorw 6' - • 1n• - r -- .% - a tn• - r - ONITIO1) IT 1,' IT IT IT IT IT IT 13• Ir 13' IV a Ir s ,/r IT Ir I r IT r 1r 7 In• 13' 4• a (TOP) IT 1t' IT IT 13' 1r IT IT IT ,r 13` to, a MOTION) - IT r IT IT ,r a Wr IT • ,n• o , 7 1/2• IT 6_ 6 OMMM) u i;• ,r +r ,r 13• ,r /r a +r a it a IT _ W IT 10 , IT s ,/r IT a 1/r 7 ,n• a In' 13• 4 In• 6 (1oh _ _ it/4 s 1/4' a , s• i ,/r - - - - 6 , a• 6 ,/,• 6 - - a , r s ,/r s , s s , r s 1 r s 1 r - _ 6 I/r s Ile a (1111111 1r 7 1/2 1r ,r ,r tr , Ir N' r IT 6 t i �•_r TO •'-r IT r Ir o , tr 6 , IT 6 1 7 , a 1n• Ir 4 , 1 sY-r 10 7•-6" Ir 7 in' ION• 1T I]^ o / IT to ,n 1, 1 a• ION• r 1 (MOTTONI Is• a , • I]• IT Ir a' ION• e' t0• I Wr lY r I IT 7 t/r IT IT IT Ir ,3- Ir II• V IT a tn• 2 (TOP) IT r ,T 10 , tr a ,n• IT 6 ,/r 7 1/2• a tn• 13• 4 In' 2 (Ton IT 7 1/r IT IT IT to 1 13• o , I , 0• IT r 2 00T1016 IT r IT Ir 1r s 1/r IT a sIr o 1 7 In• IT s ,n• 2 PONON) IT 7 1/2• 13' 13' ,r ID ,n 13• 101/2 11 I S• 13" r 3 (HOP) IT Y IT IT IT 6 1/2• IT 6 In• 0 In 7 ,/r IT r 3 1700) 12 1/2-12 , 6 I/4. 6 1/4• 2 I/r 6 t/4• - - 6 1/4• a 1/4' 3 (60TTaf) - - 2 1/2 12 I/2 6 1/4' a 1/, 2 , 6 ,/4' - - 6 1/4. 0 ve 3 7 1/2• 3 ,/r W r 7 1/2' 4' r 4 ,/r a• 3 tn• r r 4 (TO►) r r 1• S 1/2• r 3 1/2• r 4• 4 1/2' r 1 I/r 2 1n• 4 (Tary 6• - 00" M) s a In' - 6 - r - a tn" - r - (SWOI IT 7 lIr a +r +3 Io ,n 13• 101/2 1 1 r 13' r 6 crop) IT 6 lIr ,3 ,r IT r 1r r ,r 7 ,n• ,r r 6 (ro►) 13• 7 ,n• lr 1J' ta• 10 In 17• ,0 , „ +n r IY Y 6 (aerrw) IT r N• ti' 1r a 1/2• IT 0 ln• m 1 7 ,/r 13• 6' a (ao1mlN) 1J• 7 1n' ,Y IY IT 0 , 1]' ,0 , , , r 1T Y 6 (TO►) IT a• 13' 1r 6 1/Y tr a—, n• 7 tn• a 1n' IT . ,/2• a (TOP) s 1 4 e I a S 1 ,• 6, 4• M t v e, r e amr» 6 1 4 s,, e I/e II/e e, 4• S 1 r e 1Q ow 1t MR ADaw 1TK f SPA" FOR tAo%%LAT NON ■n 6000"Mt oulana • MMIAW ATOM WADMV AD MOMN UK 061ANCE NE POPM7m ON ,HO $DOME FOR E.e ON fSCNWM W FMIO rAO011t�rat *11111 NOW" ran W K P001IEE. MAMMA, aAOPN on on tlramam ~ ACIa1 OWL Wr K UM TMMf 6 A AMCNID 3OMO MR EACH AND" WK DOsOMi fa• en oF4R it via" MUNN AMC11011 tt1,ATyS I a , a t ,/r a ,n Ir•MNR66K 00 a 4I/a r a 3'Ir 3 owmici eJ am] a I/r , //r „ a I/r A01WL OK amwm r ...'.'_.__ am w70 - Iq �W w '.00 ____ 140 » SPAGNGS ONLY W4A WHEN SP,tCER IS USED. SEE� 1 FOR MAX. A.S.D. DESNTN LDIDS t w1X. PANI0. WHEN SPACER VIES INSED. 1/4-0 TAn AND" • 3/4' 1 i '-A,• 10 q 1' M ISLE ELD ON SHEE 71■L& A AAA DE110N I = ukla" INPNIM 40 PSF OR LESS 6--a' > 40 PSF TO 50 PSF 6--2- > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS W/ SOLID SET M04ORS it W/ SPACER AT 12 1/2- O.C. •► 6�_ •: 0 .. L_1/4-0 UPCON - ' Ij L�41 TAPCON - AtIC"m • r O.C. AIICIDII • •' O.C. CONCCONCRETE KOOURM. ON `-V—. al= KOURM. WALES ,• 2'N' TIDI Ne�a,NED I i 1• WX. NIL LENGTH E 1111AATla1 SHEET 12) I i SIDE 94101113 10 t 19 FOR ANCHM 4em "Ps t a1 7/00N rag a SPOmm me 1400Au1ots 100 aNMRr MOM STIR• W , wom FNH[ ARA Ma MAMA ANCHOR SPACINGS AO MINIMUM 6== OwP.1. 00 Y 3 PD•L o•WVm AK POCAM ON IMa SCNOXALL FOIL Lb. Lw TAM No"= a actaDu 3PS AKIE �R ewl NIWIOR M 001 IT1D fFOUA 61OM1 ON t ar tM r91LOMK MR THIS ONIMrACTO4 1a1 m OPOMTIOM A K Pa61ML RmUCND aPAC11N0 Oa,'WED ,LAID- ACWR NWL NOT K Los THAN MINIMUM SPAWS NOCAIW FOR EACH MIDHOR LAYS[ ON 11,11111 SDE0IAL r om 31 - ) gdKw q� (DON fasts T"a e'1 "L' MAX P4MIL LENGTH ON S14W Tlw WALL MOUNTOM !GALE 3/6-r I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.e.1) AND PAN0. LENGTHS AS PER ELEVATION ON �T I 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUT11,13IN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ' I I y ' 1 ; 8 we TO GLASIL 4- IA MM. I tl � ) 1' • l MAX N �,• i� LOOM LEVATION - -. ,.•.-:- N i-' P a PANEL Lmm 12L Ip 1 ON OIFET 12) p -�..... _...� ON9EILT L0.• 1 E.O.• I I70 l J__ _ , sollaw •_ / a Y O.C. L Si)O IM4D POLOKO CONCRETE OR �wClaT[ ftm REOLkRM, �10F4dR1E ANCHOR N AO.C. E}aflYq POUMEC CONCAM Olt LLOCR IROIMf'D. WALL IMOILINTHn �N11N,yM` SCALE 3/5.1• FLOMDA BUILDING CODE rm `EJ DCR 6LANeD 1 r0 IA" . •' D.C. O I ' rt- MAX PA 6• NEL LENGTH SEE . I ON SLEET 24 I 1 1 j M 1• MA. 6^6'6PARA710N'- • o LNASS. I �. �11t I Ertl. _ I I PLAT• NOQp �- *. PLATE ROWED II ',III 41 PATRLAM2T 1toP0.6E INS '1 1 `t ' 7vNCIDR • . _I 1 * STATE OF FIOR NAL�� INNN /! PL aNM/OMMR.R/aPE .boa luaeo Eai. BI C O uee. 24 GAGE GALVANIZED STEEL STdIY PANEL gWre','N PROTECTION ►RODUCTS, LAC. • DAL 61 M4 n'0.1, (Y{)I116-76H~0. A�a'(Y{)164.6W! p NO0 RM •.��; ti E. l"E O,-0N67q lYR i. IL %W 20-175 o1leaO t'N M wr e1Qt 1. M N 4• 0 L N 'O N - di CL C 0 .� Q U � a)� ca cn 0 C 0 CL Qi (Li p O L LL 4 Oco .� cn w E QQ o- i »Q .� �'/�^ VJ Q Q W co cn CL U 0 .� cf) cu m w Z Q Z Z Q J Q. SHEET NO. SH 1.4 EZ1/18, EZIW/18 SI GN, l, 1' ww" 4)(!EE NOT[ 2) iaE,4C4H AML,IOR9 SECTION E:, a AL1E7t1NTNE a1w ON SHEET Ie)__._____ MeY VMOR 2) i ILL�l_Llr I I I I I I..Ll1_llJ11LL11_.11111_�! _l_l_l1_L1_ll1 J_Lll1AT 2 l,", OX T-T1( aF l• (END PANEL) (NITERIOW PANEL) (INTERIOR PANEL) (NTERIOR PANEL) (END PAt$'.L) 1rFx. SEE NOTES 2. 3. 4 I f SEE NOTES 2. 3. 4 V-0• MAIL PANE. LENGM SS. 901 (SEE SE • -' 1-- - - -- 1CnOM51-� 1M01feAA� •� • --. _.. er_ .-.iMAX, - --L.. i - IMT�T1.1T Ti JJ_L�JJ_L1JJ1L1JJ_L�JJILLJ L1J111JJ_LLJJ1 LJJ_LLJJ 1__.__J o • • • s I ]' IMOA � Sef NOTE 4- ! • J ]• 1b•. L. ' swTE s I'� o r Sun ANrJHoas (SEE SECTION EZI a ALTERNATIVE UIW ON SMEY 18) E21/1Br EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL j) SYSTEM (t) AP SECTION A -A UW1hKWNHN SCALE: 3/32•w 1" apOt(IQI A. Tf(Vti ENGINEERING ENOINICERINO EXPairse PRODUCT EVALUATION REPORT Septenlbsr 15, 2020 ARplostion NunTber: 17M.1- R2 EX Project Nan1Wr: 2031543 Product Menubehrou AN AnPulan $huftere and Gass Manufacturer Address: 1540 Donna Road Waist Palm Batch. FL 33409 Product Nana At Description: 24go Gallonixed 6100 Storm Panels Lame Mhsile Imped Resipaot Scope of Evaluation: This Product Evabdan Report is b" lem" In soardana with tit regoirsnwna of the Florida Doperbrent of Business and PrOloss! al Regulation (Florida Sulking Conxr MWw) Rua Chapter 81 G20.3.ODS, FAC., tar satewide acceptance, per Mdhod 1(d). The product read above has Wen tested onalor sreluded as swmnenxed heroin to show Iwmplance WO the Florda Building Cade 8evendi Edtion 0020) and It. for tie purpose Mtended, at teed squNaad to that required by the Cods. Ro4waktatian of this product slag be required IoNowl nm peRasM Florida Boildlrg Code mDdlAastlons or rwlslont. Substantiatlnq Data: EX drawing 0203154 dM'249a GWenimod Stan Storm Penes (HVHZ i Nat-HVN2)•, show 1.5. prepared y EVSI Senn; Express, signed i assad by Frank Bennudo, P.E. Is on Integral part of this EvMuekn Report Untiorm st0c stucrixal psrbrmance has been lsstsd In seooraerm with TA8 202 tad standards per tea repents) 88T-ASG-17-001 by Backwsla Testing, Inc. Lame missile krlpec resistance and cyck IOodng parbmhahos has been tested In socordo nce with TAB 201 and TAB W3 test standards per tad reps) 88T-ASG-17-0O11 by &ackwMw Tw". Inc. Stnucaral Strowrirlg akuatlons he" tleen propend which ewWte the product based on compared" andkr rational arelyals to qusBy One blowing design criteria: 1. Makraun AlbweWs Spans 2. Minlwum ANewable Spent 3. Minimum Glass Separation 4. Anchor Specng 160 SW 121- AVENut SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM a ENGINES SINGE XP RESS,COM ENGINE[ R7MGEx01tESS.COM �l.rl.l +nx n)xl :.Aarw .oar ° lx, rn 4L'" .•..a. .7 N r,I" S:1KY: Sur.-fNP rr.+F•,' Dire P.eO 1A n Alen o• 1, 4 .at III A 0 wit .. n a �C .- L Vin bs�s�l� dfSTM ,13 ,� rvrP WL 1 �t i vuw n< aJ r•d rLTtt sr' r4.• DILC ay♦L eJ.I r7 • -wAH: rr LI: win_ P.I 9' 1 F Kw ,n. IMF reANNr-mlDmur AL 64SrJDeV.6 uM.TJ", hl hl+ • ra rnaarr♦ •� •A,: PIR rn i.)In .:. L;rl:.l A4.iVn FX rn,; I'ti'rL•:•1 lsnr ANYGW^'YY L iA' IA,PI NIIIII I/•-�11�I Mlllfll't-t_:�Itln_ �F�E., L� vK:IJ'1;'M.,. PHI.:. t4• .h I...II M. ((NItuh' . LL• F c. Sn ]JC I ■ mnr• rr,.rmnn Kul r ,Hf IF�I. F3A •{-N DIr LLi AJ4:TIAa _ .I.CC. . 'r„ 11nM1.; AL +_a •n•u:luli /n1 WALL M W" 91CYItw V � I lNl4n ltN WRiMI x rlNw a LOST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 13E PROVIDED W/ REAR HANDLE TO FACx1TATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1) pEE)'1�1^2000 E-Z HANG STORM PANEL SYSTEM NC OF L a Coot TRACKS TOP !BOTTOM. (2). ENO PANELS SHALL WW BE CONNECTED TO Bottom TRACK OTHERWISE A STOP BAR (� SH4L BE PROVIDED AT TOP OF SUCH PANELS. (3). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SWILL CONSIST OF 1/4'e-20R3/4' M.S. W/ 7/6•er3/32' WING NUT OR 1/4•eN3/4• Min. THUMBSCREW INTO TAPPED aonaM TRACK. LOCAtTION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LUST TWO PANELS SHALL BE CONNECTED 70 BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 ..p,h. ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sted Storm Panels No 33% Increase In slaNabie street has bean used In tW design or Oft product. Separation from Blatinp Is not required for klsalag" oulNde o/ wind xere 4 and saw" won. Impact RoNstance: Large Inlpeot RoslsEEnce has been demaatrsad as evidenced in pre rIously asked tsst report(y. and is soomted for In the ergkwerkg dsatgn of this product. Wind Load Resistance This product has been designed to Sasiat Wind beds ve indicated in the span sch ckdo(s) an the respeclve Product EveBakon Doa rTSOM (I.s. aralneeNaO drerMg). Installation This product shag be insaged In strict cwq*wm Win hie respective Product Ev"NaGon DoaLn ent 0.9. erglreedfg *reusing), Hong wO aN ISO(rpOrlafd& Bead Oleraa. Product components shah be of the msadal specils f In Old product's tespective Product Evaluation DOmMnent 0.e. elgirmteft dra ing)- Umhations 6 CondMons of Use: Use of Of product shol be In strict accordance wIB11W respective Product Ewaluallon Docurowt 0.9. wVkwslkg dravMp) a noted herein. AN Supporting hod strcoWres shsN be assigned to resist 84 supedervosed beds and shol be of ■ materiel Need in this ~'& respeeMe anchor schedule. Nod Structural con d bors whaar lt e not @coo~ for In this product's respective answer schedule IWI be designed for on a 91194peal c brie by a registered prokosionst engineer. AN am/eFhalls winch are pemrrnonOy irhstaled MN beprotected epeNst Corrosion. 000tarthkha8on, and Other such d*MW at IN times. This product has been designed for use within and outside the High Velodty Hurraano Zorw (HVHZ). Res trull Pa Y• •f4 Frank Bannardo. PE EN661Ectt" Ewritne 8PE0046549 I Cent. Auth. 9885 160 SW 121" AVENUE SUITE 106, DESRFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEANe ENGINEER1NGExPRESS.COM ENGINEIR114G EXPR IS$. CON fi 3N .,t W ) 3 ttt )� LL1( i N1: y (I, a S � t t� - N'a:.F' r A1v a' =� t D c •C R n )Y 1': W (Ai M " �q B n= 1 i O a INA nit,' N.v:ur NNIINI :v:KY. L. r-...:r era:<•:a - Nsvn a'x,. c 7l :.:0 r.c IYi',; .• 1,1 iY l NU;1 A■. o M a::,IJ:Vl lP' Y4l � p c «•AA � LI -n�1�tw•u uiii+�in o .ATNa•.^'el<•ovra, v4^, :. Y:J)IW ).ill IM!•1:� / 'X<n,51JY'.b VN.. ISL_ L/i�s� � � � a Frrnlwr7.0 •�, N/I ^:•n(�'.^I.-:'Ili F]I h"&TIN •Alw'A^ 'Mrl:,t7•rA,are v rr.lr �L�i•li'v!~.•M a;,tirl;ly -AJ..•n.^.I. Tn N lid T xu lr -rN+ SE it :�M ioiir I -1 I I INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE. CONCRETE 2000 E-Z BLOCK HANG AND WOOD STORM PANEL STRUCTURES C1� �� �1�16 POIAiD f-W61CRE1E OR `�x� A IS TAPCON �/7'27,� / � .� ANCPgR B Irk/7 O.C. tCONCRETE r•'- _ v .%t4N_1• HEN NFAD TEX t/ANCHORf' O.C. 4' FAOM wpOO IIEOIRREOWA._ '� 1•"' �--- "�.J�144R-1• NER WAD TDL �� /u- 4' FROM EDICE a , % O /,eg 9 ( _._._. , 1/2' 1 Ara 0% BLIS■ M 1' sin. 1/2 • Lj �1161 _.�.` -. .... I ..... 1 1/2• `rgE)g1RTOIA710N I GLASS. ; !_. __ __. u'u1�aN•w POP j RRET 1' en pp11Rg,---sEt►AATION.... PASS- ro aA9a. ) I Ie•9 I '-iwruM Far.-1f O1 047 a 1 .' 1 MAx 1 MAX u eo_Ln_■�yy y •�`� , -- - - .� PANELLoome t/.1 ]ort -J --- u e6LTs a - ..-*'_- -.--'_.____ _. ..I ►nKL tUNO1H a :-3E'PAIOI 1 J ro OIAt6. ; -O IN I• Wn' ` -$SEEPARAs TO�TION- S. I41-20r2' ; '""� W a , Slat ' I 1 t a , 1 I t I_ I ANCHOR 0 ii• TOCON.POURED ANCHOR 0 I20.�. � I + D.C.TAPO '.4' WOOD /... CONCRETE HACK at7ao". 1_J�, _L 1t RfAIpA(D SCALE 3/8.1r ALTE WALL Mt MT SCALE 3/8-1' MIN111 AN ENf l�9 IDS IN. PANEL LH74CTH 1. INSTALLATION ARE ONLY VALID FOR MAR. A.S.O. OESION SHALL 13E 2'-8' •4 * • ,k j * FLOBDA OWLDINO CODE Non High VelocityNUfrlcans Zone mm9, I=%fee rA. 24 OAOE GALVANIZED SfEEl STONY PANEL Bow N, PRESSURE RATING 6/- 40.0 p.s.f. AND 0-0. 1Mx PANEL LENGTH. •,. SiATE _.. IL RCOtI[a. PROTECTION PROWICM. LLC. "/woe, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OA: , F[4g10 �yv AGO fw. M SAW P. MEMBERS 1D BE SOUTHERN PINE No 2. W/ 517EC1F1C S� � tom, po Pr_-__ I ft I •r+• e, PWac n6gw 76 ot. (wMmG° 67n 20-175 DENSITY OF 0.55 OR EQUAL *.w+►4' a-■0=710 a t• 00I - 91RB1 le IM N �[ALL AMERICAN SHUTTERS AND GLASS ,?4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (COMN TYP. TYPE AS REQ'D) 6ECTIONS y-- OPTIONAL 00,'-20 STITCH OOI.TS WITH WASHERED WINGNUTS FASTENED 0 OVERLAPS 6 MIDSPAN 111. N N APPROPRIATE SPAN TABLE) PLAN VIEW RUSE* L / \ BOTTOM MOUNT (/ ) (CONN TYPE AS REQ'D) MAY BE AT T 0, 375" 1 TYPICAL VERTICAL MOUNBT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT Lr11aN .51 (caNn TYPE (SPAN ABOVE OBSTRUCTION) REED) SI� Ny D0T'TOM (CONN r �1i7F-g 7DO'tp AS REQ'D) -O �4L TOPMWNT � jEl (LOCATION MAY VARY)Ut �CON AS BOTTOM BELOW TYPE AS REQ'D) (SPAN OBSTRUCTION) AS REQUIRED, OPTIONAL ICI''-20 STITCH BOLTS Wfii W1U)FHERED �IANELSMAYSENCTCKED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WIN6ALITS FASTENED 0 SPANS ABOVE a BELOW 01ffiTRIICTION. OVERAP9 6 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 PANELS ELS MINIMUM STORM PANEL SEPARATION FROM GLASS (HIVHHT WOOD M 4 a ESSENTIAL FACRIIIE N MAAMULA DESIGN ALLOWABLE INS7 TTONSRLSS AlU 01STALLAIN)NS GREATER PRESSURE (PSI) P9 YAN LILY 1 1 7MIW 90'ABDVEGMDE 71MN )0'ABOVE I3AADf ♦/•35 139-OM _--6A6N 1.161n - ___-._.�,_..ii,_......-.... •.4 a 130.OM 6A6N _ 2.16In 130AM •N5 6.061n 7.16M� •/-5D } 130.0 N act in 7.16 M •.55 / 106,6 M -_ 6.05 M 2.JS M •T� _ �L7.7W 6.09N-2.S3M •/•65 Sl.tM -_ 6.11 In _ 6.121n J2M 2.901. •/-70 26A In G@I 10A0 a ►ANEL ALLOWABLE LOWA L sP O Mc AN fEAMIN! MAXIMUM A{lOWAeIE STORM PANEL VC SCHEDULE IS ACCEPTABLE FOR USE WITH WIVE LOADS LESS THAN OR EQUAL TO EATNE DESIGN LOADS. PANEL FASTBNBIS ARE sit" USED IN N)L"MON WITH ALL MOUNTING E TRUS10NS '-TRACK, STUDDED ANGLE. ETC.). USE 6.25• :. PANE- FASTENER SPACING TABLE VALUES FOI M- AND'U'•HEAOERS (INCLUDING BUILDOU WIT IONS . ) GLASS SEPARATION NOTES: 1. ENTBI SPAN SCNEAUIE WITH POSITIVE OE90N l MAXIMUM ALLOWABLE s��' . DESIGN PRESSURES: t« AS NOTED IN DESIGN m DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESION PRESSURES CALCULATED FOR USE �W�R�Np�TNpN�I9pSKYSTEMq�(S{HAAALLL�BEE DDIE71!R�MIINED PER HE SE�P✓ED IN A�CARDAE7�OWITHIASCE 7 AND IPTER IWO OF THE FLORIDA BUILDING CODE SHALL SE LESS THAN OR Ep UAL TO THE POGIIIVE OR NEX;ATNE DESIGN PRES&INRE CAPACITY VALUES USTED HEREIN FOR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: TMS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE HNRICATO IN HAS SIGN USED 1N THE ' MROaECT 0SI ALLBE NHPONSIBLE O THIS Dl61aN WHICH AcrOR, P; S QON I-11 1u.- D tin PAM CALCUUT70N9 AS ON MAXIMUM TESTED 12 TOP B 1or'raM DETAEa SHOWN MAY SE INTERCHANGED AS MELD CONDI}}1IppN! DICTATE. /ANEW NAY 1E NOUIITED VERTICALLY OR HOG)20NTALLY Act APPUCMN. 12 EXIN Tt ANOIOIIS NOTtO NfRBIN BNALL BB BNBBDDBD TO NON-CRACKEDCONCREfTE ONLY. INSTALL ALL CONE N04OKS P A MANUFACTURRS R[COMNENOATIONS. CONCRETE ° 13, THl C1OgNTMIQST6OGq Resgntllla TO INtULAi (IIOR /GO'TKTALL 24N E G,M!lN9W. AAFFIIXXED MORE TO VAOI!RE604111ECTU�RAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, M. It INIXMNInte a MVES HARMLRf TIOS tl1aINlal TOR COST B DAMA=5 INCMONIM LFAZISG a ARPELUT! FE6 A�ULTa1G F M MATAMIAL FA°RICATION, SYSTEM ERECTION, & CONSTRUCTION PPAC710ES GEYOND THAT WHICM A CALLED FOR BY LOCAL" STATE, 6 RDeRAL CODES B FROM DEVIATIONS OF 7)R9 FUN. Is. EXCe"O EWAE°°LYFAOVIDED HEREIN NOADDMONAL CIRTIRECLTIOMS OR AFMAMATTOryNSB AN INTtNbSD. IB. ALTIZONS AOMnONS.CIOTNMMARANGsroT moOCUMBNT ARE NOT PERMITTEb AND IINALILATE 71113 CERTIFICATION. 17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF(1)WEL P90 IVaW 3.D Aer, CONTAINING Tint FOLLOWING 1NFORIMATTON. VISIT EGALC.10)ST1i113 E $�� Fen r 7°7: NC [:nLT e•A A `41f-\:IIW .;A F•111. rr.IFNI!I-'YI Mai PpeAMII1MMLKAN IOORr!•IYIEIMO MINIMUM ALLOWABLE SPAN SCHEDULE t. tsAtrs 3rR)WN.IHu AAe MIMrR•I 4LLONAr4 "Azle MAo aN 41Ir 1'OMMN♦n0N w 14EONtINo CDxOrnaxs ATT01 a eor*oN- IHINL LENDn1i Le64 rww,tgST NOTED IN T4W ABDY• Ala rem ACClwAal. 7. ND SEPJNUITION w0N om li AroL11C0 was rANtt LeJIDr.I IS CANTS• tK4N 71YT PJOTlO NWII o .ONES, ! OSUR ft'QUWAD FOR ABOVE. J. f10! ROEt1AlS A(OVUMp KITE NO MNf M iAft ABOVE INWINd 10QOUMAN MOT USED 1rTN fR0rMCWOOTfOFS. NgrMTpROM OWASS AWL ! 19A p9fNl T ♦, i/elL YO.OM I M W111gl1f SitrM •0.19 AMD P • BOIn Wrtn Mlrtl AFPLMS lfP 1 14M VIEW IFJIIPI M6'IHYlRi • fI.S' ell •.7r' 6. MNLL! IMY SMN I1. UGMGUN MOUI aIF D1 WF Tint OM10NN N Y M IHUWYI CLDSVAfi F!A ONe1tMG I'YI LrrNl'X'1. IIMMG ANY MgNrtING COl1pttI0N NIOwN IN 1 !,� DIYw1IK.5 1 ALPF, KOTA OR / wort OlL9N IN AfIDgll .01* FAWNING S-14 A 1144a A GAOL PAPrt AD.Or t" ro EORM PANEL) MM��GRESS PANEL DETAIL DETAIL INTEi(IOR FASTENING [AR YMS Z �J;jj1� w i� Rg 2 F 4 V taz� w LU 4 1.990' 2, ISO" "•IY. L-'�a`/ 1.350" O.0l4' 4r2.993 OBO" J/4 w•IVU M '. 7C250,, 0.750" z'3 yl> P 1nL` v.O. .625' 0.094" 4 t�. D.125' H 20 GA r1 }IOA94^ .o9r r- 5.O32a' �C TIP, u; 7YF 6 _ T ra "0.3 O•�0642" 2._ .062' /1 ~ " - ^Tr-�( I ry ,Ya� F'� ffiE 1.970' 1.950" 1JQa _1 062 375"J i1.06i' yy �1 rD12Y Ila�, elff .070' 2.D00" 02t720' 250' x.000' L- J 2.00a" �•-• TTP. 2,a0" �-- S .ixt• 1.180"Tau f»-our v PEAOm µ cl,r-P'rp ¢L¢Buat Msn,D Nac I 3.380"HAW. �•,1,~� 1.51 L360" �L660" S30 I" 0.16r"'�II 31�177PP"0,376" ��Orrp466"11j'0�.1�e"2 I2.500"PPNEL COVERAOe 0•LA'�("1f5S" 0,19��I IrO.655" 0) 150"�I I "��j;695" 4.111 1.007• M1:6 14,e7s PAna LEn �- �,T fi ((.■■■■iiYiiY�AAAAAA'''ii risrj 1 LESS B4140' Otis se e�lct jug 0 TYP. 'r �0.o90• p N.vr,wn oa7s^ .zu RO39S .305 N TYP. 7YP. 2• 0.700' m 4-4 olE_ 7o-^r• 111Adf �•P• Rriplt @TYP. 0�090 0,957" v lfJ- 9d TRACK It■ 0. 0.379'--••�1 r f 1 .4S' �55' N'w.tier4�+•J`T1­.­ WEST" i 0,19o'y ailil"'1`'L+ Z vaR rY,xr•I.1,4 ^0 •%•rnr n F4( fJ,M �DINtC7I0N vi rl_3.000" 07.1y2S!' �- p feo NNNMMM���JJJ ru?� 4'1Y7nYK r ANa£ - r11M0( O'.N1EN1■Dt 1 I400 ' ?.v1Dxc•u-+•D[or3Aio n'o.:rlt,+w I, n.Nu-tux ti Q IDVHIUP O:eT/u;[ 4' MAX I.\ CORNRCIOSURF RETAIL 1 1 O.IBB",j f+lTllc <o•XNere �. Lr MAX. MAX. M Y � -rz-In RMYYr .mrrn,<.•rar.r•nnl nnx ILI <aa^Mlwa. n. BUILD wrr. -6w',n a-i%e M• DISTANCE ;>t••4J":'IY..b,T1rM •etra ,rrrr RP' 1.000' . _..AAa•J.r a. • JA:' rriJ, u^ u � r•:: Le:,J•t a,-c'. _::: l a E rYIS• +..115•M. I')•'llti aOti P.. Its; ,Nx.rn :.Au CN'EED ^ 1.a0Y al txs.u. NLti ;omv.:.t :r:n,LaLP-a :Y la!Plx rx.�•:*:OHtOLt PaI^nr11110 OVERLAP YL^i e. N CO: Cn a NA i•1�./.. x,'x.-:a P aJ.: -:✓•; ^nw)lu.ww. 3.920• INL M'.�A•MLxw4: a.; /1 wnul.nu MaINI culwlw•nrmx A:It•r fo: a �.25"MAN. 4A<M'.•l :'. YMI,•?3*f' N.T./. 'SDO- i. I •L w'.9 .•' Lnc l a'. xsnn 1E 1.500` �J:J'. UYV, r)rtt e�U.L li'. )PJIW. rrn-NA•I,:a F•Y)•F 4"MA%. , MIN. w0: cuuM'wle 1:•+n� pppp ! 1'A'14•:•I11M1J4 ADB' w•cTNtl .'..'RNf.P� M'il Ll•IAwHaI MV'4.1 • A'A 44' 4J n.' J::.I..••, •"nl, C n COANSRCl0911Rd 0ETNl A:•:w^4<I N+:K1i; mW'A:. a'xrJ all v BeD 7PiJrt•: rN.7(:. �i: �3� NDaNi CIOWNDFIAL V Ni.a ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS a 12.5' O.C. .3" EDO! DIBTANCE -1. 1� /Ma s9sp0 rCNOR relBuu TYPI u 1 ",1' ,6 9 a-1T COaB TYP! U •:OIIY TY!! a C4 spas trn CS C2 C3 C4 i-O/'P d61n 1 DIWA1T ULTRACON 41 K tl "� 7 2. 12.5' 6. 16.a' 14.7" 19' 1. 11.9' Ie.O•' 10.2 aG' 12,5" ILO 9.1 6.1' 12,5• 1aa' 1Lw' LO' 12.5" 16.0" &Z" L6' I .5" 3 16.0• L1' 3.9" 12.5 ILT• 1B. ' 10.1" 16.0" a7^ 6.e a7• 11.1' 1B,a' t.l" L1 11.3" fe 0" S4" I.t 12.9 12,5'• 16.0 0.11 ! .0' 1' 6 L f.4' 3 .", 32.5' 16.a' ti' 9A• 33.3" le A" Ll" S4' 1 .9" le.o' L]" s.4" 4^rl-: M 1 NIN / No ]9 v OCWNT U ITpA[ON 41 n.aw n.::xJ M 62 1 C LB.tl 1aa II. 11 e' 1e a' 1 0' 17.0 1 12.5 I 11 4 ! D 1 DT' 12.5' 1 . 6. ' 13 9 L. 125 .S' 0 °' 12s •1ST I' u5' ' L A"11. '•it1 u.r e f 12^ Leo ■ a• it S' le 1s 11 11 3' 1B !" 0 11. ' A f2 S 1 1 . f 0 L O 9.d' 2 .S' i6.a• 11.9•' AS• 11.9" 9" 9.5' 1a0" 11 12.S., 6.0" 1 . 1 t 9" 6.9" 14'rr C rMw•II / 3i ALL �INff dOUO fa INY rvr+1. L:M:r 4i 48 62 SI.S LQ.a 16.a' 16.0' 12.3" L0.0" 111" 17.4" 13.1" t .D U.a ° IL I" 12.5' f • 16.a' e a f3.0" 12,s" L0 ,0' 17.T' L0.9" l2.5" ! .0' 1 B ! s•' 10 .7" 11.5' 12.5' 16.a" 3161' f6.a• 14.4" 22.T 12.5' 11.5"113" 1t,9" f6.0" 6" 17... °" 12.5' 1 .. 1 6. .. .D' " ' R I•. ♦' IMNrn 33 IrwNl rpxn NN2 41 b X Sd 72 13.5' 12.5' le. flea• fe.a• flea• N. le.a' 11 t • 16.0 Sao' 11 11.9' ]6.0" 117" /2.31'14A /2.5" 12B 12.5' 10.a' ilea' 11 t" 2.9" 16 A" 13s" LS.2" 12.5' 16.a' latl' 110" 11:5" 1GT 1".. L1.Y' t2.5" 1.. 2.a^ ICE DISTANCE r y 89 (� $ } 3/.Ir. L4^p0[D 3) nlwNinIIRM:ON ♦1 40 I.1fl' INnI Ir 3 urwNl nl l•MDN 41 N a=- 61 AF-�� 6.25' a25' a25' 13.5' 12.s' 10.7' a3' 7.172 1f. a5' aT 13.71' f' 11. a"" S. 6.2E 62!' f .f 9. " a2S' 4.25' 6. S. 11.5' 12.5' 11.7" 10.91 1a.a• 7.3" 7.7" ISW a0• S.0' a15•• or, 919" .. .. 12.) 11.4" 9 ]" 10" 6.2s" 30.e" 4 •' La' 6.25• 4,15' CIS" e.21" a2s• 9. Y' 9.3" 12.0` 1.6" a.1" 10.T 1" {.o" U4' P I - IN' wMrn 33 TlW 64. TArCON 41 M b-•.r 32 H ILT• 13. Y' it" SO- &Is" 10.1" CA" 4.0" &zs- wr- Al" co.. 6.itr 1 .T' 4.7' 4.6• 41 O.T' 4.1" 4.01 a25^ 0.7" 41"CO.. 6. 5. 20.1" 4.1 0 " 4 C 7 9 1/4"r/)N•rNnrll 33 ALL 131NTS[AUO SIT 41 46 12 II 12.5" S0,0" N.1•' 23. V. 3.r JOG" &J.. 7.3" 12.7" 14.0. a7" Tv 12:5' SB,a' 11.Y' 9.1• 12.5" .0" 7.1" 0.5' 36 12,5" 1 .0' 7.8" 673" iLT' S6.a• A7" 7.e' 12.5" W-0 7.7" 6R" 12.5" 16.0• 7.7" 6,2" 12.5' 12.'J' 1:.W B.9" if.a• 7.7• 73" al" 12.5" 16.0" 7.7" a2" 12.31• 7e A" 7.7" ax'• 12.5" 12.1" I6.0' 7.7- 6.7" ISO' 7.7' G2" ONNEO 3) urrvNl MRM NAIr 41 Ie�► 4! �(!r d2 72 11.5• ie.a• 4-- !A• lets" 11.5" 4.4" {. " a !' 10.3• 4.0" 37" 12.5" 17.4" 12^ IA" 19" 9.3" 3,8" S " a35" 9.2" 16" 3.3" 6.25' 11. 4A" 4.3' a19" " 3,5" 2.3" 9,Y' 35• 3.3" a25' a2T' 10.6' 4.1^ 1.!' a15' 9. Y' 2.5 3.3" SIF W 6,IS" 6.3" 3.d 7.2" ! / r Pews. nEaYArt^e MAX smaw ANCNee eRaesUa[ ww uP U •'err > .1 NM r I ur• uP BONY 7»B C] C4 CaaM T7B C2 C3 Cl C4 Batt TY9[ Cl Cl O C4 v4^ I r mw ]] IM 4[ tl-+Iwr�Rl� Si 72 2 5' 6.a' Sao' 10.9, 12.5' 1 6.0' t{.0" ),S" f2.5' " f 16.0 6.0" 6.7" 12.5 10,a 16. S 0 15.0•' lei 13.T' LI.O' 14.9" 1 W 12.T' 76.0" 16. ' 0 7.5' 7 .T ' 16.0" 14.7" 6. ' 0 2 . ' 7 5 18.0. 14.7• 6,0" 12T l2T' IS.tl' Sao" 140" 147" e.9• 00- il. 12S• " 160" 11.7" 6,0 147" 00- 1 S' 335' .O" 1N" 60" 1'14.11PY CIRIM ][ W00D SCAM 41 4[ s2 71 12.5' 16.a 60' 1 30.1' 12 S' 16A• 11.1" 70` 12.9 16.0- io9. 62" 12.5•' 7 6a Sa 1' t1 2 S' 16. 0' 9.7' 3.8' 12.5' 16.0" L2. 12.5. 12 S' 16tl 12 16.a' Sl / 16,a' 9.6 7.0 5. 4• 5.6 12.S it S' 3 .S' f6.0" 16.0" S.6" a S. ' 6 B 9.6" 5.6 12.5' 12.5 12.5' 16.0 9.6' 6.6' 10.0" 9.6' S 6" 16.D• 9.6• 5.6" 1/4 41- 4' 04000 ] f! 3 TAPOIP'CPN' 41 y 4B T f•0�9rab 12 12.5' 12.5' ]atl 1&0' Ilea' 11 ]• LS 1 .T' 60" 16. •• ds" 9.7" 12.5' 7 . 16.0" ]01. 10.0• ; F 12•S' 12.5" 15. 1.4" 16.a' 10, 5"12.5' 9. " 1 1 12, 13.5 36.0' 1e.0 9,l 91 1ZT' 11.5• 16.a 9.1" IS.O' !.1' 1f.D" 9.1' / 3 All Inlnln ll- 41 WOOD BUSHING 46 ik ritlW61 S2 M'� 7 1. ] 12.5' 16.a' 7.0" 3.9" 12,5' 12 .1" 41" 4.1' a S" 2 4' 13. 4.0" 4.1 L2.S' 1 .4" f.9" 5,0' 2T' 7 .Y 4,7" 4.a a2 8' 12.3• 4.7" 4.0" 1 2:S so 11.2' 4' Af` 2 i.3 7" 4. a]S f2.7 47" 0 e.25' l:. r• a.7° 4.D^ La• 1z.3^ ♦.7" 1.0" xs" il.]• 4.7" ♦.O" ANCHOR NOTES: 1, ANCHOR SCHEDULE APPLIES TOALL PRODUCT& CEFMMED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLECH ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED 2. SPAN ER EDULE ANCHOR APPLY, 2. IUAL RAN010R SIX®LIIE BASED ON PANEL Pg5'fENlR SPIKING THE EXISTING STRUCTURE MATERIAL, B AMC TYPE. SELEIT DESIGN LOAD GREATER THAN OR LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN NEGATIVE RCT DESIGN CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITEON (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIflWTtoN O t33NNECT1pN TYPE). 3. 'PAWL PASTENERS' ARE STUDS USED IN COWUNCrION WITH ALL MOUNTING EXTRUSIONS ('F -TRAIX, STUDDED ANGLE, ETCJ. USE 6.25' O.C. PANEL PASTENER SPACING TABLE VALUES FOR ALLTH"- AND •U'-HEADERS (INCLUDING 6UILDOU7 CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ADCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S, HOLLOW III. MAST STRUCTURE SWIµ CONFORM TO ASTM CW BLACK. 61 MmAMUM EMBEDMENT SHALL BE AS N07® IN MICHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EOISTA E M A ®IG NC E%CWOES STUCCO, Wfl BRIIX, ND O716i WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MANOR SHALLBE VEIIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO N D W Y E DTI V DrTIo E VARY, FIELD . 4. WHERE EXESnNG STRUCTURE IS WOW FRAMING,EXISTING CONDRION6 MAY VARY, REND VERIFY THAT FASTENERS ARE INiTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4• (MIN.) WOOD STUD ('%' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). VIOOD STUD SWILL BE "SOUTHERN PIN E• G"0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. Li. REMOVABLE ANCHORS ARE. DEWALT PANELPATE, ALL -POINTS SGLJO-5ET & BRASS RUSHING. 12. MAC NNE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAR TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLn U.N.O. l7. AAWMUM BABEDMBNj AND®GE DI57IINCE EXCLUDES Si11COD OR OTHER WALL KNISHES. 14. � DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I.S. * DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION 19 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. ^W ^W^ iC/S 2 -Cu O W -a- U I- O >` CQ "a N (O Cn 0ja C O ^�^ O _ U_ O _ w�L E°'Q O L CU �a (D W r^ V / C0 O Cn U � o ar■� C Cn z Q J d SHEET NO. SH 1.5� BP - sue Lenrar �Fc",�) Tvia�,y�sl-7 (�1f�0 R�pr� pond LP 4