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HomeMy WebLinkAbout6400 Beverly Hills DrI . r+ .r .I I ' r '1 1 • 3 m M cn cep O m 3 0 LO L0 0 c O 3 C, Q E E EZ c E2 c4 0 v 0 J O s a CD 0 ABBREVIATIONS 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 AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pk. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A-ELE\1 BEAMS ILO LINTELS AT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. 3085�Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS 1 1.1 2 3.1 3.2 F1 COVER SHEET FIRST FLOOR PLAN SECOND FLOOR PLAN INTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FOAM DETAIL 4 FIRST FLOOR ELECTRICAL PLAN 4.1 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS ------- -- - -- S3 DETAILS S4 DETAILS DETAILS RETROFIT DETAILS SECTIONS & DETAILS S5 SS D1 D2 WP SECTIONS & DETAILS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PA1.0 PA1.1 PA1.2 PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PA1.2 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N 0 N C" o e > C)o o art a Z w u oQ. _o w9 V N m \ a C o � i.. Q N E _ i d _ 3 3 = p V Cn CL fO \ o �f 6 i'x Sidi if7e21/�;C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a O N C-4 CO 0 cc ni Q M v LL J M Z J LL W J LL tL a v Z N O io u7 M Z � F- �n N OU 0 y Z W O❑ z z � � z N CD CD Cn LL w M . U o A 0 "' �NCO Of C:,W Z CM o E w� "i.1 - Z® Q 0 U I— <0 R� 20 Wp o� �� Z N QZ wo WZ j y� Q 10 gZ ZC C "I yx > �z N as '01N o Z ao WCL U �W yLL = o � � �w >g v zlpa d 3 .2 C) � > (0 LO v, or Q or ~ c0 M J T � T Y Y LO m ¢I O N CD o LO 00 CV LO O Q M c r c c z Z E CM a EE CJ p a o c JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. C S - - _ R '1 _ IL__ I _ 1 I c C d TYP @ 2 STORY O D S6 A S3 25SH VERIFY METER LOCATION WITH BUILDER tH.B. ih C-2 11 " I IUJ- Co 21 11, in EGRESS 11,�„ 5-SH 16" DEEP PA TR w Q LA CL 1- p VERIFY S3 ELECTRI rn OCATION K TYP' AL PANEL S4 21'-02" F - - - - - - - - - - FIBERGLAS SURROUND �1� B I AT A PLUMBING LINE TO SECOND I I I I I I I I ! A ALL FLOOR I I I 8'-8" F C G W z f.- GG S3 I I I o N TYP @ 2 STORY 3 S6 4'-0" J PLUMBING 6 WALL LINE TO SECOND = FLOOR M HDR AT 7'-4" 2668 BEDROOM 6 1, 8 -8 FLAT CLG. CARPET 3"X32" P.L. 1.8E W/ HTT4 @ BASE 2 EDGE OF SLAB 2" BEYOND WALL UPLIFT CAR GARAGE 8'-8" FLAT CLG. AFF I O I S I I O 2 I H I o 11 I I I I I I I I I I I I c I I 1 I � 86 9.cl _'_ H2 �t--- I I I I x 0 30 1 I `-r° I I I I I I RA PATIO �4 T-0" 2'-2" 14' '-10" BUILDER TO PROVIDE I 21'-8" 1 I 1 I 26'-4" 1 I C W I oCAFE FLAT CLG. 9 CO o CARPET � � 8 4' LA CL I N APPOA8'-8" PROTECTION WHEN REQUIRED PER FBC 2'-6" W.H. ro iv I I NOTE: FINISHED I WALLS TO BE FLUSH. I VERIFY IN FIELD. L----------- K S3 I ___ O S NK /DIS - -J I I I I _D._W_. 'L - 14 - J 18 .1 ---------� 1 ;0�r-- Cl) I I AV 19'-1Q211 6'-10" 4'-2" 2'-3" � v 4t12" LO FOYER 8'-8" FLAT CLG. 61 0,1 - - j 1 3068 I B I All I_OII 4-Y O r- 3-4"3'_72' - =5" 1 N +42" SLOPING I HALF WALL `b I rL I HDR AT 74" NTRY 8'_8 FLAT CLG_A M FAMILY R M � = I11 cc 1 �°- - 3 J X3 2" P.L. 1.8E 1 GG H2 ram, S3 2 STOR. 6SLOPE CLG. 4 _ _ _ _ _ _ _ _ _ N 8'-8" FLAT CLG. CARPET W/ HTT4 @ BASE - - - - 5 FLEX I - r 811 8'-8" FLAT CLG. CARPET M O 4 } - - PAD AC PAD GG S3r1 GG S3 1+42-SLOPING TYP @ 2 STORY 3 S6 00 HALF WALL H.B.. TYP @ 2 STORY D D � S3 1 S3 S6 8 42'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 } S.H. 13 20X38J 18JX37i S.H. 14 20X501 184X50 S.H. 15 20X63 18}X62J S.H. 16 20 X 72 18 J X 71 } S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 11-14 27JX501 26x50 S.H. 11-15 27 JX 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 X 38 J 36 } X 37 3/4 S.H. 24 37 X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 4 X 37 J S.H. 34 54 X 50 52 J X 50 S.H. 35 54 X 63 52 } X 62 1 S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Bl SCALE: V=1'4' General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 140 MPH 0 "ISAN NOTE: WIND SPEED INDICATED "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 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 "13111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) N 0 N O� D 0 C3 _ o "� ' G W Z 4J Q o C A V N C LA_ d N CN Q N 3 = aw Y o a W a� o s c W" ¢ 3 3 CU m,o m= • W a ,!r-- , c r: N $ � c � 4O o f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E FAO � N N 9;; N p d/i z , LL yM� � J , 9 J LL W V d Y •-.6- a C v .� _ W W = � CN0 820-01 , 9 Z .� co {w- 04 N Z _1 1- ,n V N O cai 0 y z W ❑❑ U z � z Q � vz - N 0 w J m 0 w $ N c w IJJ � t U � W a�E N V 0 mad 0z Z CDE N It gz ¢o �d o a a� 1_ C 0 10 0 Z� Zrt) - C x0 NO YZ CL E 0 J `� a z1a 3 o 0( J Lf) .� Hcu 2 M :3r Cr T Y m m 0 � al N Qi o O 00 LO C__)N M Q r LO +✓ 0 z z E CM E N U a JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 1.0 3 v, m Do PO C M J LD LO CK I 3 m 0 �S Q J c 3 Q 0 c� E E 0 0 v 0 U i a O N N Z iu a N N \ L co S 3 O'Im 1 V-4„ I c=n W " cr W BEDROO 5 H1 8'-0" FLAT CL6. 6 CARPET D2 I u_ 0o m In 00 TYP @ 2 STORY JEJS6 TP 00 _ co T-4" l 3'4" L. afEGA J TYP @ 2 STORY O H1 D2 S6 2 SH I EGRESS 2 " 12'-02° I -ILL: o BEDROOM 4 I d' I 8'-0" FLAT CLG. t� CARPET I I I I� I I� 00 I N I 2068 B.F.1 R&S LINEN TB -- SH 2 DEEP Lu ...... w t =O 8'-0" FLAT CLG. „ . TILE I I T E IN I `/�' (� I 2 - ! 2668 t► r • (• �-+ • OPT. D P C 8'-0" FLAT CLG. I. CARPET a oo cc in to p ZI N CV v :3 2068 B.F. - - - - - - - - - - - - - - - J HANSON BOX R&S 36" A F C 2868 H I" OWNER'S SUITE O 8'-0" FLAT CLG. CARPET I A W M Cr W I r H1 6 I D2 2 ' 21" 2 I �^� TYP @ 2 STORY / 3 \ S6 DRYER VTR 411 106 75011 m 00 8 F_ +42" SLOPING HALF WALL 3'-72 T-11" 1 8 42'-0" 48'-0" 5' " I rr,M411Nr,, I Li NOV I H LOFT 'LL 8'-0" FLAT CLG. OO CARPET I 1 D2 EXT. WALLS TO BE 3 D2 TYP 2X4 #2 SPF @ 16" CORNERS O.C. U.N.O. U.N.O. 14'-0" io BEDROOM 2 I 8'-0" FLAT CLG. 60, CARPET 3 BEDROOM 3 8'-0" FLAT CLG. CARPET w incc W N I H1 6 D2 3 D2 I ROOF G.T. '4 0 TYP @ 2 STORY J S6 =o CV 6'-0" A- 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 J X 25 4 S.H. 13 20X38J 184X37J S.H. 14 20X501 18}X50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 1H2 27 1/4 X 26 26 X 25 J S.H. 1H3 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 621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 251 /2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 iJ 52 J X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH wimmm NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N H o o � ci Q o N -eamx s. LA N C - d C13 C fyA $ OV t 4 rd N 3 = aJ Y a► Q- .= aJ "s Er = a) 0�Q 3 cc = E 19 0 a 0 ". J�+'ilc fl `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 Engineer's signature and seal. W H a of �s OOD N N N Co di N C LL LL 2 �'% 0 = J LL W -vim a he tcc 2 0 W�2OrjOJ m w LL Z "' Nz° d ZN OU 6. U' R z N f'J z z a. U) N Z �4--J c/:. " U 0 L. s to to CI- z3 U c LU o s C Q _ o �w Z M 0-1 7d LL E o w� - 9 Yi� z® o E V w= ao °a WM �8 Z N �. D< °ZZ ¢¢ o� f- M (n C Z U m0 Z Oz z N Cii J .2 mm < QW 2 N 3 W 0 1 az W ;z 3 U o N� yLL o Jz w� 0 '_ � za aF .a O J >C.0 '^ L ! LID Ol Q c� ~ co r M T Y W m L ¢I O 04 N O Lo N O 1- 0) M Q LO r ci M y z z M a E 0 _J Q o JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 1.1 1I Ip IT p.l li Oo 00 O n TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR BATH 3 oc oc KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. VARIES CURTAIN HEAD ROD o-- 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR TOILET TOWEL BAR ON BATHROOM WALL MEDICINE 9_ SHWR. 00 CABINET I VALVES o v TOILET `O SOAP PAPER �O DISH C HOLDER O - 10 _ W_ _ o �Z OILLZ d o O CV p M 0 MM `� N TUB BATHROOMS, SHOWERS AND TUBS 0 Z d Cr w n. C7 W ao = K-3mkl J U DOUBLE RODS 00 LO TUB/SHOWER FINISH PER FLOOR PLAN KITCHEN ' I MIRROR I rt -- I / I O i Oo Q i— r _ n I I i L I i I I t c O r M BATH 2 r=xV r -ram, CONT. HANDRAIL OPT. REF. KITCHEN RETURN TO WALL DETAIL SCALE: ,a"_,•.o. 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT CLOSETS LAUNDRY BRACKET 36" H BASE o FINISHED CABINETS = o COUNTER TOP 30" H BASE CO CABINETS - 00 00 aD o LJ- +'IN F, LO a- V-2" `O 0 2x 'T in 00 FRAMING = o 0 T_ ih in , 1 /2" GYP iy M N T (V - �'? BOARD FIN. FLR. T FIN. FLR. yk At 2x P.T. SOLE PLATE' SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=V-0" , LLI d 71.—j r PF-1—i Z O io c co �14 L- -713 " PLYWOOD @ LANDING 2x8 #2 SYP JOISTS @ LANDING L1 @ 16" O.C. w/ SIMPSON A35 CLIP -711 OR LUS26 HANGER EA. SIDE SEE �— PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 7 1x RISERS & TREAD (fYP.) 5 / 4 I/ 3ZZ THRUST BLOCK SECURED TO SLAB w/ 1 /4"X3 1 /2" TAPCONS @ 16" O.C. CONT. HANDRAIL 10 2x8 LEDGER #2 SYP (P.T.) w/ (2) 1/4"x31/2" TITENS TO MASONRY @ 16" O.C.. T Zo OWNER'S BATH INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Rallina General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the waikline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handralis: Ar Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater N^ than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. in Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits Drotected on the enclosed side with 1/2-inch ovDsum board. STAIR SECTION SCALE: 1 /2"=V-0" O > 00 g_ a� o 2 C _ m V N 0 c�a .y Mo� 4d�ti 3 Z �Tz 3 T L N Q. C r= d dt 41 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E o $ 8 0 co di UJ Q N 0 zS iR LL C S 2 LL W LL J LL SS a- 4 Z 'M W gTO1 Z ILm w Q J N In Z In Z OU U W � Li z J tl z �a LL t 'G) N W � V � O—� W w v c Q � m 0 o W J W Z LL. w� � 2° 0 s z® Q 0 E 10 'U Z F — E — XO00 <= W >v <g m0 rt) C o8 .3 o z� Z _ J �b aZ gZ ow o Z ao W a �w o w- >° O ;r w zla a� 3 � ( J L0 LO hi M i� Al W(d C~ � M J r Cr T r U)�/� U o m ¢I 4-0 C14 0) o O tV r Lf) O M Q co r LO o Z E M N 1 l0 c a. U y Q 0 JOB NO : 22-06471 SCALE: AS NOTED SHEET NO. 2.0 RICO 00 O O 00 1 - 00 ;;t r` 12 1" x 4" SMOOTH 5� TEXTURED F4 12 SHINGLE OR TILE ROOF PER TRIM / BAND F1 Q5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. HDR HGT. 1'-0" 18" X 60" SHUTTER ill FLASHING/'ON EXTERIOR ~ 1" x 12" SMOOTH PLASTER TEXTURED � 12 FRAME TRIM / BAND 25 SH 25 SH , ` 5 35 SH 2nd FIN. FLR. \ ` HEEL -------------------------------------------------------- ---Ir ------------------------- T.O.M. ---------------- -- ------------------------- CJ / WEEP CJ / WEEP ----------- HDRHGT. ------------------------------------------------- ------------------------------------------------------ — ------------ F17 F1 F1 _ F1 0 TEXTURED CEMENTITIOUS F1 FINISH ON C.M.U. F1 35-SH F2 FIN. FLR.-------- F1 _-- ___-- FIN. FLR. FRONT ELEVATION - B1 12 RIGHT ELEVATION — B1 : 1 /4"=1' )OF PER -INSTALLED RS General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2' long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members, Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontaly or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations, • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N N 0 N css g o ?w � o o u cc `L rmo '... C14 R CL d o�. �C ti 3 m N G� = E �0 4. �hk o M i' r'•. I! h61i?itc: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a E g N8 V cb 0o 0 C N n di Vi 53 N 0 '�. di pb LL yMv , a Z t-U m C @Nco o L Z ,0 N Z d di N OU U Z W ❑❑ U z Q v J — T4- N N zca (9 5 Q� LL t��1VS LU s U 0 W s c m � NUl) U) U � Ilr J 1— S z� C ti pi Q Y N � co W z M I `2. 0 Eo �1z ze E U E 0 g0R. 00CQ Z O N to ¢O Bo oZ a o K� ID >_ c 0 Zz Z aw ai 8, � o U a `a. �� mz W U 3 �� �z z �r �o o O co w 0 a= 3 °C:) � > CO J L ! 9 M Q H L_ M JJ T T Y �M� `^, �� y / U O CN W m Y / EC 0Lo I 0 00 N L0 M Q r-- LO ui L o Z 0 Z E M y LD a U � :3 Q p c _J JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 3.1 Mr. - 12 5� 35 SH 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS CJ CJ 25 SH --------------------------------------------------------- -------------------------- 6'-0" FLASHING 14'-10" ------- --------------------------- ------------------ — — ------------------- CJ/WEEP ----- 12 SHINGLE OR TILE ROOF PER 5� COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 35 SH -------------- ROOF TO BE CENTERED ON DOOR 12 zz::::�5 5068 SGD T.O.P. HDR HGT. -r 11-O"- 2ndFIN. FLR. ------ T.O.M. bo TEXTURED 00 CEMENTITIOUS F_ FINISH ON C.M.U. (TYP.) --"% FIN. FLR. -------------------------------- REAR ELEVATION - B1, 1 V-0" RIDGE VENT 6-0" RIDGE VENT T.O.P. ------ HDR HGT. 1'-0" 11 CJ 25 SH CJ CJ CV h QO ti ---------------------------------- 2ndFIN. FL PJ 12- - - - - - - - T.O.M. ------- ---- -- - ----- - ----- - 5 CJ / WEEP HDR HGT. sh 1. 2'-0" Of TEXTURED Y CEMENTITIOUS ti FINISH ON C.M.U. 25 SH (NP') FIN. FLR. LEFT ELEVATION - 61 SCALE: 1/4"=1' 19 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N N a� o c 0 > W o °' LU Z >• L O aOZ o a m X y RW d c y 'C N .0 3 � � CC Vf CL C � O d V I/Iz RO hAI& i �1. 5 A. .......... a. 4 OFE SS\ON °nf/�Inllm,�ea� �o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (A a= MN 8 t� $ c 0 � t» Z; di ej M R U. 0 LL _J W LL LL a. 0 Z 1° r 0) n C 14 o W o W m W ? &Zd Z � NZ a � LL� ZN d < Cl) W ❑ ❑ 0 z_ C4 z < J M N z U ss GO fQ w �V is OW N c �N Cn in w U • z Z � oW ILL. zo �o S'0 >p zdR z• O g R� zO ro E a i Ra N _ w0 ao ¢� m0 Y O Z z a�i J W �z (� N ab �¢ z az W C a U W� �0 �W =G �— 00 �� co zIa a 0 3 1� >� J L `O 120 a � M co Y r � T m Co LN `t O l N o 00 '� N T 01) LO M Q L T ui E z Z E M E w ci 0 a o � JOB NO : 22-06471 SCALE : AS NOTED SHEET NO. 3.2 3 m 0 R to .g J m 0 0 CD W) L0 v X S O J 0 r[ N 0 O H Q 0 E: H E x v _ _ J E2 vo CL O 0 \ c 0 N N N S rR 2" 1„ iv. 2" N co 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" I2"I DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING 1'-10" rN r _ N 12" CAP - 1"RADIUS 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-5a' 1/2" RADIUS 1" 4" VARIES VARIES co � CAP iv fD 1" 1" V-4„ (V Q N �2rr 1r, 12 1 1/2" RADIUS VARIES VARIES SIN r 1,r ir�rr 1„ 4" „ /4'- 3a t�ily AT 4"42„ N 3rr ^IN 2" r c'•'iCa '�� CO t� VARIES 12 �� M 32" 11" 32 1" 21/2" RADIUS BASE CD • CO `N BAS E A,t 1 N r d' 1'-8" 3n 4 I • Elk 1,-0„ I N I 12N *NOTE: VARIES $" 2" 3„ FOAM TO BE USED ONLY WHEN _ REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" _ �N Err V-6" 11. 1 r�rr ki � r r-E 24r • io ' O N 1-1/2" THICK 1-1/2" THICK 4" 10" 2T" c� 10" N rD I NC r " 2" 2- 6I1 Q2"4„3 > >Q �c%S 1-1/2" THICK 32° 21" 2'-" Or z 541 3" N ,TTT'LLL io M TTTtLLLt VARIES VARIES WM ^-M N 1 H VARIES cT VARIES 4„ 8"a r_________ iv N I c � fO R6/ co �r'S' 32" �1 � ^ o 2' 44rr Q�b KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 OPTIONAL 3" 3� a1 4" WINDOW OPENING 4" 4" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" z N N Rco 4°1, 112" VARIEWool S f2" 00 to_ 1" E it NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1 -4- 10rr 1 " 1'-64" 14. 0 T rD N 12" 5" 1'-12" 5" I I A 1'-4" i� N tV o r N z T R � �a N 1 " 1" STa RJo, c • 12rr rM E GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N a N co = 0 o W — <O C9. N +x f6 •m u d = E 20 a � 0 CV 0 CV M tC) G To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to l- E S -$ L C O00 D S $ N Ip (» h 0 d% , '! Q C J LL ik LL LL W J LL = M m °u W a o S W w ct to ��rnrn O 0 Z N N 2 ILW m d -' K N OU Z W 13 1:1 (fir N z C,4 z J — a (n C9 z LnLLJ Ua — g 0 W s N c 4 Ln U ' Q • N � ffi z M o LL E E fo �aR Q z oa F— CD Rc0i K4 j0 Oa Z N <i woo Wz rd C 02 F O O FF z z yo r >z a`i $ 50 W [1 U LLa �o y w �G LL C C7 0 _� CD co°za u a 03 O J Ul rn B ^ Q � 0 � ~ co j T M Y T (� o N W co Y J +� 0 0 000 N r �O/� M Q y T 0 Q E Z` E co o z z E M W a E V w v a o JOB NO : 22-06471 SCALE : AS NOTED SHEET N0. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is Intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET Lznk 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 0 EXHAUST FAN tQ EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) F0 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 f ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN 12 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (9D (1) PHONE LINE, (1) DATA PORT 150Ar200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp UNDERGROUND IDIs SERVICE BY POWER CO.-� INTERSYSTEM BONDING TERMINATION PER to lights & outlets to appliances and GFI to WH o Range D HVAC 200=410 in 2" Conduit v v V 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 15'-0" VERIFY METER LOCATION WITH BUILDER r� WP � TH.B. gPIRRIGATION I VERIFY LOCATION GFI @ 44" A.F.F. / ELECTRICAL PANEL ROUGH -IN FOR OPT. CLG. FAN/ r LIGHT PRE -WIRE � I I / I I I / GFI @ 44" � A.F.F. — f I BEDROOM 6 ' 2 CAR GARAGE 1 DEDICATED RECEPTACLE GFI FOR I FOR MICROWAVE RANGE GAR. DOOR C.M S.D HOOD PER SPECS �- —' ` PREWIRE 7 4 GFI 7GjFI WP \ I PATIO F KIM u_CAFE ' !W I 'PENDANT AS U. . S IT H PER SPECS ; iF R D SP SA j O I I 6'-6 SIN WI D SP I I ----I C#I O L------------ I D.W. I `c o — — v- • I @ " / GFI FL---F,-- — ---- ,� I . GF.F. I UC� I I V GFI v 473 ICHI hqP FOYER I � I N Y ----------- �B ----- _WP --- — GFI FAMILYRM G ROUGH-IN FOR � ` FLEA( OPT. CLG. FAN/ / / I I \ WP LIGHT PRE -WIRE 43 GFI DISC.ROUGH-IN FOR OPT CLG. FAN/ LIGHT PRE -WIRE TO LIGHTS AC PAD AC PAD AND SWITCH ch Hil I 1 111 1111111111 17=1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I 1 11 1 1 11 1 1 1 1 11 1 11 1 1 1177 11 1 11 1 11 1 11 1 11 1 11 ABOVEdb PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: Y4'=V-0" N N o� o m "b CD W 2 u Q: o � � k � too i N c E v � Q � m % C � 4.1 0 N N O N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Rorida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» F E (0 V$ m m Q :te N h r fnN� N lit ILL M LL WLLU. Wa 0 to � @ C44 m ILW W fR2pjO' Z to Cl) Z W J Z O 0 J W ❑❑ 0^ z N z � zU) o Y J — d � z 4J (_a F �4- N LU O W g N C5 CCS r to W L 8 zr I C oo Q N � O w Z E E o -g > Z® 0 ui z ❑ a �_ � ° U &S _° S Z O o N � d p <� o as Z WZ ¢� .�.. i m� 0 zz Z J a� �Z ID om aZ a. Nw W U o o mi CID ° 3 > (� LID Lid ai Of B c� (D H L M C� v J m m LN N 0 C:) 00 N M C` T coLo z E y m C :3 JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 4.0 tt� >da.Irlf�t+g 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 NEMA1 150 AMPI 200 AMP to lights & outlets to appliances and GFI to WH D Range DHVAC so=2ro 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND isconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor Who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FE�CG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH Cb3 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 e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN IQI EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 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 ELECTRIC METER 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 W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN — ELEV—B1 SCALE: Y4'=1'-0" N N c� C o > C W O � s roveti 'D cc N L.L. d 0 � fV W c c n> (�•, Cl Q 3 cc � m T c E t9 0 a I.a 0 N N 0 N M i 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a E o 8 v O LQ N d C01 .2coy ie m a� 0) 0) a fi N G � ik U. N fh J , =J LL W LL LL o a Z `° ` °' 2 t� W_ CS LL co rn Z N OU = W y 013 c� Cl) Z N Z z a $ a 13 TV) z0 1)'�_ LL (O 'U N LU �0 "' LU C) • _ f W z M p < a l g wLL=® a E05 o� E U ao X V 0 Z O E N oa Eo <g aI �w � ao m� - r0 c 0 0 zZ Z - N J "� aw i u� a� a� O � Z U o W U w. <� w yky- h" J W Q � _ O = > IIIIIIIIII' Q t0 et � 1% a S ov 3 C LOv, , ^ Y , Q M C� Y 'Cr m � T ¢I � 0 N O O N T LO 11710 Q r ai o Z zE M �' it U Q p JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 4.1 ! ! I I. I , . 1 j7 t nri .. 11 wtr t. h7t 3 m 0 r7 v r7 0 M .cpV- J c� m L0 A L0 L R 0 L0 L 0 dr H Q O E 1.-0y N E EZ 12 v C� CT 0 M LO a 3 rn ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SO. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0 0 Floor 30 29 4 14 1 7 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1820 1747 250 874 62 437 516.0 240.0 276.0 (Zone 2) "*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. -1 SPACE . FT. ROOF PLAN — ELEV—B1 SCALE: %4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. `*Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) N N o > "' C o � 0 ci a o CD C Nco N -es m x N C 6L- a �o o 4 � C4 3 d N7 G im E �O o a u • -;3 1 o 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 Q 8 o ME ice• 00 N N_ OrD a a rn"_"tV C-4 v It Q 0 � J U. u_ u w o_ Z0 Wrj �fV t_D O W ��O_j m w Z IL 0 ,°moo c) Z d J z N OU W v ao C MpN_ Q J N N f7 Z ri'r• fCj •O w W Q by s N Ln c Ilk � c 1- {p C) • c 0 Q N 0 C �w Z LJL z o Z> Ujp 0 2O E O N F— Uj *� ao 20 0 a� oa W� z o ru N It ao <o w0 �z wW K2 ro _ - C ao ot� NO m0 F p Z z N J <b QW zZ � w � ¢Z p JU 6U1 Wa i 3 w �� W �k �6 y �o WillC) co °zla a 0 3 J 121)( L `� a ~ � r M j Y r VJ!�^ U o m m L0 ¢� �+ 0 04 N O 04 0) M Q T E M co LL o Z E M N L a. 0 ¢ o JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 5.0 3 3 m 0 tY 0 m M L0 t9 S J 0 3 CI R k 0 s c N CL 0 e vl a EE LO a c�. N S WC V) N c c in TYP @ 2 STOR (SEE JJ/S6 FOR J STEM OPT.) S6 VERI Y METER LOCATION WITH BUILDER HE ■ ■ s ■ ■ ■ ■ ■ ■ ■ ■ ■ r _ --- -� — — ----- — T— — 7---A/ER 9eA+iON---------- M _ ELECT ICAL PANEL I I 1 1 I (2) #5 REBAR VERTICALS w/ in `0 1 ( FILLED CELL 60 1 1 ■ 1 Ae13 I 1 GG CC W/O I 0 S3 UPLIFT 1 ;) S3 S3 r PLUMBING ;; I I I ING I TYP @ 2 STORY 1 u7 STACK � '- STACK II U.N.O. (SEE JJ/S31 1 1 I FOR STEM OPT.) ° 1Ci SLOPEC 1 N I CJ 1 —I — — — N—�— - - - - — — — 1 tO N x 16-7" I 9'-11" •I ..................... O O .- r 'v 1 1 I 4'-0" 26'-6" 2 V-6" ■ 20'-44" I 6-14" i 3-1/2" MIN 3000 PSI CONC. SLAB FOR 1/8":1'-0" 1 HERNANDO COUNTY ONLY 2'-6" x 2'-6" x V-0" w 1 1 1 cSLOPE MIN 2500 PSI CONC �MIL11VISQUEEN W/ (3) #5's E.W. I VAPOR BARRIER I I (2) #5 REBAR �? C t to L M a 1 2'-42 O ( M2 VERTICALS w/ in 1 S3 CO S3 13'-11" 2'-6" 3'�" 4'-84" 2'-6" I FILLED CELL 1 PROVIDE 1 Y2' RECESS SINKWIDISP _ — I 4" lia L I K STUB UP TO S3 _ _ r F I — — FOR SGD. REFER TO I MASON'S SLOPE FOR WIDTH I I D.W. I a� I I I I 1 I CHASE TO 1 ISLAND W'H' 2ND FLOOR FOR A/C I J - 00 ■ STEPS AS ■ �, _---- __ = REQUIRED I 1 PER FIELD _ _ _ _ II '------ ---- r y.. y .................. ■ ■ ■ 1 ih CONDITIONS --� _ _ _ —_—_. .:::I: 5'-4" " ■ 1 19'-54" 7'-O" 1 INDICATES FILLED CELL w/ 3000 PSI I KITCHEN I PROVIDE Y2' x 9 Y2" RECESS FOR FRT. DOOR `t � _4" 1/8":1'-0" 1 o = i CONC. GROUT FROM FT. TO BEAM LOW '4 r SLOPE inLO 1 co W/ (1) #5 REBAR VERT ABOVE SLAB WALL S w TOP OF CONC.I PAVER TO BE 4" L 1 TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED %�' L_ BELOW FIN. FLR. S3 "GRADE W/ 25" EXT. ABOVE SLAB 40— STEEL' I 20'-44" '� '/ T-71" r3'-Ail 1 ■cq 14'-4j" I TYP @ 2 STORY � o�LO S6 ' to 1 �� I • S3 2'4" x 2'-6" . ��' ' ^ 1 I 1 r 1 W/ (3) #5's E.W. ■ I W/ (3) #5's E.W. = 1 1 G -GN GG ( S3 , 1 N 1 J TYP @ 2 "' 9T 36 STORY �' �'��' HVAC CHASE I 1 I I 10'-0" ( ' ■ ' �- BASED ON 1 LOCATION 1 in I CO 1 I AC PAD AC PAD--------- ---- — �— ---I�[.. — — III -------J C0 I.................... t M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ TYP @ 2 STOR J S6 2'-0" L 2'-0" FOUNDATION PLAN - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN co n CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ' •. 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N O o � w Ujw Z C2. o CAM c� CN y C IL 0- fC C V} D N = Q N z 3 a� � �c n+ a Cu Car, p C (r cj . -. Q 3 3 co > � m � v i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E o v) 8 C CO dJI ei a � n - co v �• LL LL C�p -j W u_LL 0. -9 Z a L f��6 Wj laNfO 0 Z L� LL m w M Z Z N O U ry W ❑❑ CD R Z n a J — (Z � z � /r[ . V N LL W � O —�8 W N c cc�VV N '® W U • Q N 00 o W Z M p� E =a og Z 0 Q E OU I— r0 Q0 XU w a 0O Z o E N¢¢O �ao a oa aZ �z L Q m ram.. CY Z 0 O� z J g0z Z 0 o0 Z ao a � w W U <j �LL �k o oc or V- Q �O > (0LO J '^ Y, ui rn m a Ura L- H M C�co CY) 04 J T T Y T r�/A, U V / O m LLO ¢I 0 N O O0 O N O) (=:) Q T E MM Z fp E • / E N L c a U J Qj Q Q J JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 6.0 I - _ "Rd`IUa •I ,!•,n,"...q,UEn :,!, iU�.*,"�1: 11 1 I 1 1 III 11111' U Ir � I � I - I STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS F FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END OLSEE PLAN TRUSS BRIG. a CONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN TRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'•0" rn 3 m i� v m v N O M J I 53 m LO a J CD O I El L0 (n 0 o+ c 3 1-1 (Q N N FL E ►v— N 0 x g J E O pC U 0 0 J W CL 1 d 0 CD O L va a -v RSH ENGINEERED CLADDING WIND PRESSURES AND SUCTIONS OR MEAN ROOF OHEIGHT :5 5 ftMPONENTS ND AND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION - ____ - __ __ :::] a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %B' EXP. 1 (24/6) or 15%2" EXP. 1 (3346) TILE: 15/32" EXP. 1 0%6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YY8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM FIOU 7 R0R0-03 10d (2Y2" x 0.131) NAILS OR ASTM F1667 RSRS-04 (3" x .120) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 131 )11 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H 10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS — J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 1Od 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/ 06) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" x 2 l/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 1 22 -1 Od x (1) 518" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY M UGT15 4175 122 -1 Od x (1) 5/8" ATR w/ 17 EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F �^+ LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3 )1 D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10)1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 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 1360 FLOOR = L / 480 W/ 318" 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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER a SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-131 SCALE: Y4"=1'-0" N 0 N Q7 C o -o i a w Z CL o C N C N N (O C •N E -d N L N p (O O! � a1 >Z +t+ G � •d' u m L E � o a. •s 0 W P� •: LU jj .. v 'rr . • t��\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to Q N 04 pp csn 0 A $ a inn'ZJ? `� J N cN) v 'k 1i Q LL JLLLL IL Z M a _ mc� £$_� R W�pjO' m w Z L0 (1) z d IL �n N 0. ZV rU W DD z z z �t a N f+I U) z � v � o � w � V � C) Ow U O Cl) zo w z LL_ g E o a z® Q I— (0 WLL z 0 a �Ov _ O E O Xu ap a ¢, Wz CV az Ada m� Z -C N J N�gz i"nm sm N 3 �w 03 zz W aw'g a Wz .3 C0 � ZIC OU 3 L0 f� /1LOcc CL C~ C (0 � T M cy. T m m L al CN 0 Q± 04 O 0000 N r LO M Q r hi E r_ co o z z E M @ FL E d U � Q 0 c 0 JOB NO : 22-06471 SCALE : AS NOTED SHEET NO. 7.0 M a 3 m M LO 12 c C N m LO C Cr M N J �N N L0 0 cn 0 .c Q c 3 H Q 0 qE N E O S 0 v i [i O 0 UI N 0 ppV q C-. N d 0 0 a CD Ln a 0 a CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH ENCLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOF HEIGHTS 25 ft /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 1 -49.57 1 1 -49.57 1 -49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 345" EXP. 1 e%6) or 151" EXP. 1 (33�15) TILE: %2' EXP. 1 (33Q NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ys" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 112" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3) 6D SIN ERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & (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 1 112" SP1 555 535 10 - 10d SPT22 735 8 -10d [E] SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 20 10d x 1-112" * 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 SIM @ WOOD WALL LOADS ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING 12 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER R 2 PLY CARRIER A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B1 SCALE: %4'=1'-0" N N O N CT) C o -o dLU Z WC:) C* W E t o V,an O N u. a ca a [ Co Co Y a� a .a� E L c 0 3 m -. N G Ce1 a 2 a 6 _ V. e:)A-. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a v E o '8 0 —, op (a r/i N ^O M ik LLLL aj M a LL LL wa — 0)10 d ]]C W @C?m 0, W IML ILW , —0 m w LO NZ 4 � a N OU y Z ❑ ❑ U z z $ J d � I ) v - N z -9 `` ^1 W Vnn 8 io LL w W j� U O W $ C y U w ' � U c,4 co w M o z J s o° z® ni — as U° o z O E N i az ao tea ? ¢w d M C ¢oZ Z6 �jy m 0 ZLL z� N � 3 0 a U w W U LL �� �3 J ;o I0 � aT� ila 3 O N CD LO � v� Q � ~ t0 M T J 1N" C Y Y no L / ¢I *, 0 N cn p C) 00 F4 T L M Q L r z o Z z E CM y � m m E U ra. JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 7.1 01 m aoo M L0 v S c� 0 I m LO LrIj S CD v a 0 a c S 9 1 fE CL a FZ O 0 LO a M Si GENERAL INSTALLATION NOTES 1 • Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5• All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12• Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� ■ 0 Sae vertical load + Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321BMT ® © ® S FORM dr GROUT SOL1D i.:7. Q J O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a 8 F 16- B/ 1 T tNOMINA1 QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S MIN.. RAT TOP (1)BAR (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL _ ° n = a a e ° .M.U. #5 REBAR AT TOP w a ` MIN. (1) REQ'D 1-1/2"CLEAR S e a a , Z e Z°a a GROUT " �o N ¢ ¢ C C.M.U. 5 REBAR AT = rn y w BOTTOM OF (n F , - LINTEL CAVITY t� U 0)_j o OTTOM REINFORCING PROVIDED IN o m ci O z - ¢ ¢ C7 cr Z rL O 7-5/8"ACTUAL LINTEL ¢ _' O 5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) N ¢3 ` u. AS INDICATED e MATERIALS c-f l' p�Tintels = 3500 psi. 2. fe prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13)10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 4 2x8 #2 SYP P.T. BASE PLATE W/ Yz" EPDXY ANCHOR OR Yz" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth, One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ,SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL (j) MIN. 17'-4" LL T-8" LL LINTEL PLAN - ELEV-131 SCALE: Y4'=1'-0" N C n o N .o '•. m Wj Q� CDW ® 6 a i o n- Z N N i p •�.osc 3 cc J. =o to CL = o fs c+ m j 1'7 4 e�. '•. 2r' �`' 41 � t O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E N 6 CM n - I N rOD .@. in n "L to 2 4 yI» •/ Q co v : LL U. LL W Z 0 J LL o. - v a, a0 4 W ��Nco Z WCL{F- Co M Z F- ZN OU to W ao Ur c v' z $N Z Q J Vi .2 �✓ w � p U O w 8 V1 c 41 U w � ' �- E _ � 8 z U N W e �W Z M 0 � �¢ LL E W o Q Z Q N Z® E E u <0 °0 N c8 go oa s00 u ¢ Z O E N dp ZZo �o ai ¢ 1 ma Z _ y0 >Z N " aW va o ZZ ao W ,z U Z u w 00 Z � w zl�¢ 8 3 slp = �C.0 J Lid LO m ~ c0 M 04 T m m Lr) 04 L I N O 00 ..0 LO CD.0cV Cnto M Z z M y Iu a U Q p JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. 8.0 _ •.5.. I.II W__.. _ rlr m th rn 9 AR M 3 c� 0 I m L0 0 M LO M N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED 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. D FENCES ENCLOSING IN INDOOR AND OUTDOOR SWIMMING POOLS 9. GLAZING IN WALLS AN D , 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318.14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2,1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3, PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 A C LY 0 E O 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-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4,6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A rmanent sign which identifies the termite treatment provider and need for re-insoection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall nbt be installed within 1'-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfrll 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 trapps, 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 rain II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%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: A HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM ALL , AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N O RV C" :7 C3 -o W L G ® 6 n C M G_.) C'V m - N .y N C a = 4 �. �,- - m .a E R C, aG d a 01 r M 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. 0) W E 0 -a„% y, oo N W � Lo 04 LL L W C -J tCQ LL LL Z-� n � �9 W 5mNO m w Z 0 N Z d Cl)0) IL 04 ZN O U v rvn W Cp U N z J CILCO N U) z Ln LL C) U 0 c S to U I x Lll J � L $ o U c N Y • �Q N � C) W Z M 0� 0 o° Z® o wir 0 04 g° WK Z O E i ap ao aZ ¢� 03M Q Y m Z w 3 01 RLL 58 �z W L) o NLL 7 � S A< 00 W < O] 'O CD 8W 0, R Z1, v 3 LO ^ 6i', m cc � co r _N T (n N m M Lin QI 0 0 o 000 .0 04 r 0) Lin MQ m � of M Z M o Z Z y M42) (L U Q JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. SN -o m ono M rn 9 0 m LO S 0 3 C 0 E 2 9 iq N 12 t� 0 UI 0 0 v A A S 6 a 0 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 16GAx1-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 6-0" STUB -OUT FOR 1'-0" L0 9 GAS METER 0 41 - U CV = • 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. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 314" wood panel 902.0 2 x — lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 a STD.90° ::1 BCON AR T. #5 I HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR 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. Small 2" min. 2" max ) gap 4 max. i Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ___� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15nolh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r Boise Joist Blocking Use 3" t10d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. "" MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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 wail or beam below.* —� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— • , • r• �� 6�A 1 " ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 1'-0" 1'2' V--2" 1' 3" 1'-3' 1'-T' 1'-11" 2'�t" 2'�' 3' 2" 3' T' _---_ _ Arty 16" joist --- 12 1'-Or' 1'-1" 1'2' T-7' 1-3' T-9' 2-4" 2-11" 3-7* 4-0 4-9' 6 4' _--SFart�lt�i--- -- 16 T-C' 1"" 1' 2' 1-2" 1' T' 2�" 3'-2' 3-10" 4-9' 6 T' 6-4' T-2' 20 1AY' V-1" 1' 2" T 2" 7-a' 3-W 4'-0" 4'-10" 6-11" 6-11" 7'-11" 8'-11" --------------_--.-- 24 T-O' T-1" T-Z' T-3" 2-6' 3 7- 4'-9" 6-10" 7 2" 9-4" 9-6' 10-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI6000s®r11-7/8" BCI 6500s® 9-1/2" 2-8d 2-8d 2-8d_ 3-8d 14" 2-8d _ 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® '11-7! " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d j 6-16d SIMPS( w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPS( w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 111E - - ------ A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I ICI I ��I I Nail with 10-10d nails. 111= 1Tt — Install tight to top flange. SLEEVE THRU STEM 4 ' .. SEE PLAN FOR •• d . • '.; . • • • FOUNDATION INFO STEM FOUNDATION r GRADE \ 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 A , Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required ff hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist � ID depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN Lvt, t,nmot 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A • • •• (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE �QU PLUMBING LINE PVC OR SCH40 SLEEVE - A a •. a. a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE r—PLUMBING LINE a m � a „ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d as G G a c a c v a Q tT a SEE FND. PLN. SIZE & REINF. N N O N c as o o 0 C) ar M C M i-3 N a x a N %LL O i y = N _= N m cc � =— = �Ir� d �=Q 3 eo iu 3 �dd� u a� :. n a m �Cit•� T N cG.'fl >± tC t0 O a� 0 5� r . I tJ�`�>t- 2 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. 0 Q g S 8 N Lo io r I» VJS. N0. �% LL m yf7v J . Q u; Ju_ii a 13 = t0 m� n W - `0 c" W - 9 m J Z L 0 zd L LL Z N OU 0 W ❑❑ 2 z N z z - N z - Q) Cz 0-9- 04-J N w � 0- — � 0 rl., LA c m U g Lu z ¢ 2 1 � o w Z 0. _J � LL � E so oa � �® Q O E v N wo go �Ua wo Up E u Z p- o rp O ¢ ao o �z w= cr T g?a mo r6 �Zz r o W ZCO` J c� s< Z ao W Z LL �W �- o w� ;i; Milli < zIm a� U i O E J y, �/� L / rn � /1 Q C� ~ to M Y U)T � L ) ¢I 0 N CD O 00 C) Lin CDL Q T LM r o z M z E �, M y m n E Ev m � Q p U _J JOB NO : 22-06471 SCALE : AS NOTED SHEET NO. SN 1 J ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES INSU 2x #2 SPF STUDS @16- O.C. W/ (2) 16d TOENAILS T & B y 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . Ill HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4WWF OR FIBERMESH MOISTURE BARRIER o s SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM . '- D7158-CLASS G or H, or ASTM 147ti I— D3161-CLASS F, IN ° . ACCORDANCE w/ TABLE 91,911 R905.2.6.1, FLORIDA BUILDING I I I ( I T CODE 7TH EDITION (2020) RESIDENTIAL 81' ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 !4L SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG ELEV. VARIESOC I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C4 ' °e [ c Z M 6 MIL VAPOR z - BARRIER ; p �r 4 _ COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SEE A/S3 OR XS6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND 14' O.H.D. RECESS ° I/ M � IL^��^■ lam^ I�11. u.11: 1-11. r�A -11`- 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD x 10" "J" BOLT @ 24" O.C. W/ 2"0016" PLATE WASHER (TYP.) °' ELEV. 0'-0" (ALT: 1/2"12" TITEN HD @ 24" IE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° ` @ 24" O.C.) )2" ` ELEV-0'-31/2" z 31/2" MIN. G A 2x4 CONT. w c e' I. N 0 r o e GARAGE DEPTH VARIES 31/2"(min. -4. ° • (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL C� STEP an SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/41 TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 21I S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12"TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. _ • Ow1/2"(min.r 4" II@, lI 0.. AII=11==11� �11=-i1='11=11' =1111=�11=11= 6;;; 111=11�i • • �` SCALE:3/4"=1'-0" \ S3 OS�CU 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16 O/C J 1'sM x,3o s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ co`�� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING 10'-0VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „° „„ „ „ "° „ x 10 J BOLT @ 24 O/C W/ 2 X 3/i6 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) , I w/ (10)10d NAILS SPACED EVENLY N FIBERMESH WEEP SCREED INSTALLED BAR ¢ �� BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR _ 0 P ° i s if n GRADE o. o N ? z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e. MONO OR STEMWALL Z M o FINISH GRADE tb 2 25" MIN. LAP 30" MIN. LAP][GRADE [ 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN g w ° FOR CLARITY - °O - -- _ 6 MIL VAPOR BARRIER � n' ° := #5 REINFORCING BAR R 1 7/8" `" y N #5 LAP SPLICE NOTE:..Ill BEARING COMP.SOIL.• - . . . 11��m- a012. No ll, lion .�.®-.® ®.. ..e..® ..�.W/ UPLIFT ONLY , D1557) LIi = II LL' iII i!=1II 1 1' 4 -Ili iII „ 4 FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"_V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min, 4" ° ° ° v GRADE 00 f ° • VgREBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0° S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N' T T +t I- • `~ _I — SEE A/S3 OR J/S6 FOR REINF. INFO. 13" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOM SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0.4. J CONT. BEAD SEALM Ilk + • ' INTERIOR -3 1/2" • e 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 C_ 00 E - r- �r M 6 MIL VAPOR _ BARRIER _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1,4" 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. " " CONNECTION INFO SEE PLAN FOR " „ 6 LAYOUT DESIGN — = ' TOP OF BEAM - M SEE ROOF PLAN Igo c — — —° ° ! 'I• a _ r (2) HTS20 FOR STRUCTURAL BEAM SIZE & N 4 _ CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ i"T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T+ � '� 8" zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w it f= a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS 8-O.C. �° TO FOUNDATION PAD E d INSULATION PER CHART z SQUARE CMU BLOCK BASE, ' CONT. FOOTING STEEL MAT REINFORCING. Qgo ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS z 00 GRADE - > _j FILLED SOLID (SEE PLAN FOR �— -ii 4 — — — - 6 x 6 W1.4 x W1.4 N E5 w SIZE AND REINFORCEMENT) 0 • =I �- WWF OR FIBERMESH :, vwi LLI P: ~a W w I, = z BRICK PAVERS or SLAB PER o o -' • «' • • C, COMMUNITY SPECS ILL -1 - -- — = - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 i1,- li I Ali_ ,_ it — FOOTING j - BEYOND PAD REINFORCEMENT -1' 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. l S3 o >-LU cm O W O Z .-homx in �LL a Y 3 d CD CD CD CC CD m .o damu ® E y cr_ •f4 a c E o a 'r',, �'• F LO`` e oR .....•••�' SSION t\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentsl 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 41 °o c`P di aj M a LL Q 22g2g C -! 5 LL W LL S 6 Z 0 -9 W °� a S0 OC ? o IL Z ILW f, N Z Q '^ =V N OU y ❑❑ 0 z z J - N z � o LL N LIJ o A �0 O Ln W 8 C l� U) U r Q N o W o zM E �9 0 Iz _® Q O V u1, oa F� ro O X az Z N as z wgW w M� �� Z J s w gz `sw W2S n 7 v 3 �1 �. az nw k O O uai °z�a � a �3 Ina _I LJn rn Q 0 ~ Lon co ^' T cM T W m L / al �-+ 0 N o 0 O0O -0 N LLO MQ CO r hi E Z, ; o z z E M O a U ¢ p JOB NO : 22-06471 SCALE : AS NOTED SHEET NO. S3 (MONO) _— n 11 L1.—a•m �,. ■ i � 3 T3 m C9 N 3 m LD L0 L VT S C) 0 LO rn 21 12 N 3 E 0 0 v [L 8, CL a 0 t� 0 S 0 a N Zz r[n S (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" W/ DRYWALL SCREWS @ 8" O.C. OR 4d ❑ DRYWALL NAILS E1] SOLID AREAS ARE 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOJ21/4" STEEL AND GROUT 11 ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTEINTERIOR ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IWALL TO DRAIN DOOR OPENING CL DOOR OPENING 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR J TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ (2) 2x HEADER PER PLAN SCALE: N.T.S. S411 Fol VARIES�_2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE O.C. TO EACH HEADER FACE F MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY 2 x 6 (MIN.) FRAME MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT D SCALE: N.T.S. S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK-0UT (SEE SCHEDULE) ( BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED 7 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT / 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)1 Od (3)1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER [ 77 STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ -ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF � 1-78.11 STD. •. •• IN OPENINGS GREATER • • PLAN) —�!! -1 --�� mom - — --- - TT — IIIII'OPENING -- -LIIII HIM PP NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a e °a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �poGv 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --QL VERTICAL JAM 5/8 DIA. x 8 J-B LT A 6-3/4", 1-3/4" , 71 ,AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET ✓V\Jn r nnVr\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 14 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"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. �p �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_,")i SCALE: N.T.S. S4 3E SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP)7 NP) 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 O/C FIELD r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN FUPLIFT 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)3 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. - 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 1 Od @ 3" O.C. (14 k.SPLICE NAILS TOTAL) EA. SIDE OF 08.,�PLICE STAGGERED Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P 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 �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC j' SP4 SP4 / LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -1Od NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 14 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT IOXIED A.T.R. t & NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" D.C. -MASONRY WALL "/'10d NAILS @ 4 A 1Od NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 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. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. N N 0 N C7 0 � d ' O Z a=o � a� _o C co V N m 2 lO C= a axtiM C0 x 07 v•3c ti .� tj 0 = p �• oG 2 >. a E a U i �Z;'cil;I€iii6f°!/f e`•��d 0 Vviv h S� e r`1. � ^� Sri '` • `- C: • C ' /' • OR�Csslc,'4�\�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a) E o �8 N CS 0 Loa 0 � - N rn�'IJ2S W QjM� xg LL r-J 2 LL W cp JLLLL S a qfOrnZL_LYOgj 0W� �ZO7 mW J N Un UZN W 00 0 ; 1 Z N M z z� - N M N z -J N LU o W �V O rl., S N C N �N w c r— E '® w I iJ Q � m (oQQ M JL I o z o ZW g > E �o wLL Z �° O O 0~ w¢ 90 0z Z o E C:) z a d i - ro �ZZ� w ma N C pY iLL Z J ¢W aw gz Z o1 ° g W N� � �LL 4 CDa3 I� a zla i;3 �� J LO Ln a� m Lu Q Co M � r N J cy. T 0° Lo _m ¢I }� 04 0 O 04 o O LO 00 CV LO O M Q CO r E LO o z rBo z E M a E ?? U JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. S4 -1. 3 E3 A M 2 cn �o J c Hi m Ln M Ln M N 9 SIMPSON HGAM10KTA W/ (4)1/4"x1 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 DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —"- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8-0" 0/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 11 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7116" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST1/2" CDX PLYWOOD THE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OSB SHEATHING ATTACHED OSI 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD " EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DETAIL `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 'T" ON TOP OF PANEL 2x4 7' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C.THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH 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 10dx3' @ 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES wl 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"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 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 M X-BRACING, AND TOP M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION "' SCHEDULE FOR SHEATHING DETAILWKNA 1 1 (2) 16d WOOD TRUSSES to to 2x4"CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� �� „ II (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING ODF STAGGERED 10dCOMMONWIRE NAILS STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2x4 BLOCKING @ 24" ( „ „) EQUAL (DF „ ") (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/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 SPACE AS SHOWN FOR 3-PL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/' 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE 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 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINAT►ON ( 2x4'T' ON TOP OF PANEL I [ Ll EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3 @ 4 O/C L— 2x4 BLOCKING W/ (2)12d TOENAILS L NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL t (2)16d NA 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 a i IF - - -Ir -- -- --- --- --- -- I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C �e�nnn rnl Inc�rc+ 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 0 w `BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING „ „ NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 000" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4'x1-1/2" SIDS^^ M �V VIV I. DCMRIIVl7 "' GABLE END BRACING DETAIL SCALE:3/4"=lV' 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. o C7 a q0� CORNERJACK Y Q w z IY 0 U HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM mm 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)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o = N o tidlt d 0 W o i4o 7 M V C"7 O v m X H = a �o a _ o�Q cc 3 •°' tj d w E. a w .'. t. 'unr Qg �; V-1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E V N 6 59 t- o•' y rim N O 9k IL U. � a C J LL J t L a Z -vim 0. 11 Sm OC W W N NZQ� LL Z 00 Z OU U W ❑ ❑ z N z� J - N lh Q) ` ) z W v ` `n C nW4--(1)VN ,' lL T,y W .0 m O g C �ton U asW� < 0 Q N 0 �W co o z EE aLL Z° E 8 ♦— O w' SZ W� p " Z E N c0i aF ar wo ¢� wZ �H ao m� �C JZz z QW frn . R. go a W id 3 �o In w �G C �z x f IIIIIIIIII� .5 o 3 �C) cfl J L0 Ln hi CM B .-� Q (D ^ ` E� L T U) m CV m Ln }, ¢I 04 0 C4 O Lo 00 N T L0 Li M Q r LO B L• o z C M N E B c a y U J Q O JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. S5 A a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING Ito NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w O� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL w LAYER 1/8" THICK. �—INSULATION PER yl CHART ON FLOOR PLAN B R S6 �S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT SIMPSON LSTA24 STRAP wt (8)10d x 1 1/2" NAILS TO 'END SHEATHING TO )F BEAM OR GIRDER rTE W/ O.C. )OR TRUSSWOIST 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE 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 G :'IL INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odx1 1/2" I v NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/37 OSS EXPOSUREI LL SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF L NOT FULL HEIGHT SHEET C z Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE r F SHEATHING W X SOLID 2x C BLOCKING @ ALL o C SHEATHING y EDGES (SEE OPENING SECTION X-X aU C x 2w x E F 2x STUDS W BEYOND. SEE PLAN o L O III A " -2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA►AI I rI r\!A'rl^Kl r1IAf%MARA 2ND FLOOR FRAME CONNECTION q FLOOR CONNECTION rB 318" "S" = NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S y4" S 1 r2„ �* 1/7, S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----, *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U- v 4"x4" INSPECTION PORT AT zi Cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. LU a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD LO N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 410 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED E ^� a N A... Q FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS I I 6x6 W1.4xW1.4 I a •� �. — — — OP 6 a( T SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. I I I I I WWF OR FIBERMESH J I Q ZZ I N. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ 8 1Odx1 1/2" ( ) ' I I O/C FOR THE 1ST 2'-0" OF NAILS @ 24 O.C. INTO TRUSS j I I I I I r STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) 1'-8" END INTO 2"x4" BLOCKING IN KO BLOCK W/3" MIN. CLEARANCE Ul TYP 2-STORY WALL SECTION J SEE DETAIL2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=1'-0° S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY \ WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION �— B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN, @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0' (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • ' . w .. .. .. a d� ..4W-7-4 C T .A : ,� • e • F 8" 1' 8- 8" CCHAI RANCEM N. INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r� SF�AO,ip 'Y 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) �pFNFR��R N� WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM K" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u. S © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O < 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. 0 @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL O tr Lu CF PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O m w/ Bd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. � O y O F m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N W O O �' MEMBER IF GABLE END c w " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL -2x STUDS TYP. /—P.T. BOT. PLATE iz- FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W12"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH , E G n .. . � -III—III—III—mil a , .. .�� • .. � � � -1 I I -I � I -III I I �. •. •. • :. I I II I II I II I II I II I ', ' •• ;: M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9. (2) 3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. o0 FINISH GRADE IIII_ ' O Z (3) # 5 REBAR ON 3" CHAIR 4' 1 V-8" I W/3" MIN. CLEARANCE j ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" eG ADDITIONAL INFORMATION. S6 N 0 N C" c o ® W `7 a cc v eh =m c } o U_ a N � 6 o ne ea CN 3= mY a� rs cu E E 3 ins c CI C wLO N Q� � o v w tiv IV e R To the best of the Engineers knowledge, information and belief, the structural plans and sped8cabons 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. 1 - E o M 8 Lo o N 0 C N ��V 1,10 0 4 S - N a J LL LL 0 �LLU_ w a Z - 3 d Y 0 W oo W z L L Cfl M Z d tJ- N r OU N Z W (D Z N z Q �a N - N CD V .-F,— N 0M LL 2 -9 U g O LU Ly N U � w_ i L 8 x U � ° R w Z 9 ch y o 1 a o g� o° >� ON ® Z E <= ° oa wa � ° °(¢j C',CL N T Q i W 2 yN f6 N C C O o y l3 m 10 oLL T Z z N J 7 f y �3 oaf W-) U wLL �W .z J o = a� ofo ofo �C > (� J '^ Lcc 61�+ rn m ^ C~L (0 j M J Cr Y Y m 00 Ln 4"' N 0) 00 N T O/�) L M Q J r LO N M Z E CM m.40 a 0 ¢ 0 JOB NO : 22-06471 SCALE : AS NOTED SHEET NO. S6 (MONO) 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. ' APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 % 1x4 P.T. 3/16" 0 X 3" LONG / FURRING 3-1/4" LONG X 3/16" 0 FURRING ;, . FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO , PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH MASONRY THROUGH •� _ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2° DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/MIN TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. ' ' 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 TAPCON 16" O.C. & O.C. & 4 FROM EACH FURRIN( °� END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 O.. nCTAII O 11A11 MCTAII STAGGERED@12"O.C. 1-1/d" IIFT,&iI BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 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 —� 1-1/2" 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW-----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) H�BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 g_B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 l/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0" 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 o e P * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/REINFORCING o' n * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ,', \ PANEL SMOOTH. DO NO FURROW. e F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° REMAIN FREE OF MORTAR. NOTE: " z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 0 a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 1 () #5 REBAR. (-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING. TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3l4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. A` ` #5 REBAR (TYP,) ' 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 ` STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d FACE YP.) NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ' ` BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS ' +2�� NOTC @ FIRST COURSE THE '' :S ` ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK j FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE ' PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA • ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT rF01 SCALE: 3/4" = T-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.* ?kO + + �FNGTN + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO \+ SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QPP QWPI T m AAIn 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: - z O a U_ O w I— U H SS RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 110 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN 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" ISH SCALE: N.T.S. ° ... I* Y 's ° ° .. . • : . ►.. _'''[:::#5 BAR p ° : .• CENTERED W/ ..' ° • .. �► IN TOP 9 • a : KNOCKOUT / N - e CHAIR BLOCK MONOFOOTING -- , d 00 ING . .e. SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT Z A. ° STANDARD 4 90r HOOK N #5 BAR IN r , FILLED CELL T; �s Is STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N 0 N Cn b d �a W Z u. n O a 10 C-)N -o m x a c L a Cco .Q a� m c 3 3 cia dam N Gb e n, U '�������iFt7al��11 `N\N1 o �v � •.�•' c %,. o ....... 0 E a S 1C;q 1` 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 8 Lo �r- 9r- 0 cn'Z�au 8 0 .4 Ih v ' LL C J 4 W LL U. o- Z 2 IT o 9 0 W�rnrn IL NZ d ZN OU 00 W ❑o O Z N M z � z to z O � )40-1 LL � U g 0 W s (n C N as U=j CD W M zo �i Wo �� o0 >R KR ?o H 0. �Z w a o 0 Z N E �p,� z a wo o� wW oUUY y0 ZLL zC y- J <. QW �Z ° N a� o� � �W W LL o ;lo V w z< a� �O = E� J LO 0 ..�LO Q 0 � H M Y T 6 Y r ,— (n m N m Ln Q O CV 00 '� N_ T 0)) L MLO r E (� z M Z E M i; a. E 0 15 0 _ JOB NO : 22-06471 SCALE : AS NOTED SHEET NO. SS 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). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH—, INTO STRINGER H D --2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14)10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED --\ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" -v JOIST STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO F 2x8 SYP 2x8 SYP 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL — —2x12 SYP BEARS IN WALL —2x6 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP B-� 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAIL S) x 1 1/2" NAILS) / SECTION VIEW "A" SCALE: 1" = T-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH �4 STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL E SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 1_ LX4 bT11 ULUl;KINU FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = T-0" FILLER STRIPS ADDED — " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'41 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -- AT STRINGER CONTACT POINTS SCALE: 1" 2x4 SYP BLOCKING >XH FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) q1 SECTION VIEW "E" x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING �H E SECTION VIEW _ SCALE:" rk F 2x4 ST( 2x4 SCALE: 1" = T-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SYRINGE �� (-SIDE) TO BOTTOM EDGE OF 2x12 ( STRINGER —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS i --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LACH ALL COMPONENTS STAIR TO CONC. W/ �' X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND 0STAIR �" TAP 2CONS @MAX. 32" O.C. \ NAILED TO STRINGER STRINGERS G. 1 TOP OF STRINGER —2x4 BLOCKING FOR 2x12 SIMPSON A35 4-- 2x4 PT UNDER 2x12 OR LSC EACH —� ka NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" =1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR / (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = T-0" YAF SE CTION VIEW SCALE: i" = T-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAI LS D OR 3 ti( BLOC NG RIS R VARIES ECTION VIEW 11H11 SCALE: 1" = V-0" N N :V O c O .o -Wa ' W s aX, o N Cc o co E 3 3 � eo as CD cr $ C d ►• � c o LL' .L T N d� = E �O o a C V,; IV, ��''r�✓sue r•_`'1�i '��` 4t l ' cC-4�r i .• cT 1, 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a g �s (A N 0 C 0to N r0 ig n I� 0 * LL N fh R J LL W JLLV" a 0 Z L N 0) W ag 0 �nco 0 WCo Z LLW IL m'w N Z Q J Z N OU 0 ❑❑ J — i4 g zC1 Qi U' o LL a- J 0 § CB W � zr �W ¢fl- s c W z M zo z Io ozz® > a�o E U �_ Q= R� U W& 8° z06 O E O r0 i .8 az g ¢ Wz r0 C Fi o o m f F.0 oz z J > zz N li o z a0W W r ) z� a0 $i ,1 00 � � °zl�d 3 I,C > (0 J L,(') L �1 Q 0 N Ian- M G co :307 T T m m Ln ¢I CD � No O .0 N00 .- C� L.n M QLO r E A� M Z a a= M N 2:3 c a.0 E Q pt0 JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. ST CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) IL WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI c- 1vu lw �rwl I 11 wvv •.1,.-v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT V-0" O.C. 2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS - MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----/-WOODTRUSSJ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS :32 SEEROOF PLEAEN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-� CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING jX ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 FPLATESPFTOP FOR CONNECTION INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �- MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY K 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON V NAILING SCHEDULE SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. C2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 W/ - - -- (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. T_ 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE F- SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR ALL SECTION FOR ADDITIONAL VNFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 W/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO j SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE �J 2x STUDS @ 16" O.C. w/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--1 Z- (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION--@ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS N 0 N 0 C" go G W O a o > — cc C.> N C Z y LL a CU o - -Cc N N CO 3 CDY � =.= }o�_ sv x �' •3 c9 3 CU *r E_ _ � U RljlWptt6��j N < - rrr �r`• ••• �i 1✓'°ti J S i v U To the best of the Engineer's knowiedge, 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. .4 O co8 v(0 00 rjnrZv M Q ih v C J U. W U. t9 Z L` a a � C -13 W 21- ��pjO' m Z ILW w LO NZ d N OU 8 Z ❑❑ c9 A �2 a z � z z Q _ N N z U G) � 2 O W N Vm N � c W J '® N �� C Y N � W Z M o0 E ° z 14 E ca° ►— r0 Q� '�iiQ WK O �� oc� z CV �. d >_ <z °do wz mCO 3 sZ IV 0 ao �� W V �O y LL 2 O aF >i III M o� U3 1O > (fl Ln m _ Q c� � Imo- M C�co = J Cr Y mCN m aI 0 N G) o O 00 N I (m Ln M Q L r 6 E 4' M o Z Z :3 E M y m a E 0 Q o _ JOB NO: 22-06471 SCALE: AS NOTED SHEET NO. D1 1 _ 11 L'I li. - _3J1"1 1 __. I '. I: _ _ __ ■ I '1 II I � S c� (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. N NJ EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO � SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0 FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS 'Vx © ADHESIVE TO 11 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS XKKKKKIZU.N.O. 2x4 CONTACT ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT EXCEEDING 6 FEET. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE =4CORRECT OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) Zx #2 SPF STUDS @ END OF BLOCKING w/ (3} 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO lo 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL END OF OPENING SIMPSON LSTA30 w! (11) 10d NAILS & (4) 1/4" x 21/4" TITENS CENTERED �SHEATHING (MIN. 7116") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1!4"TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12)10d NAILS SEE SS FOR RETROFIT SEE 8/101-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 wl 6 10d x 1 1/2" USE SP6 FOR () ( 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.P SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT2x4SPF CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT PLATES LENGTH ON STUDS W/ (11) 10d rr2 (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TOENAILS IDE FLUSPLA NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS O INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM i EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR a AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 () 2 x #2 1 AL (USE SP8 FOR 2x8 WALL) @ 24" O.C. J� EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE g INTERIOR HEADER 2 x 4 #2 SPF STUDS OG 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ WOIST SEE PLAN ANCHOR BOLT w/ (2) Zx TOP PLATE SEE PLAN E F TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT a`o a° , a°I• �.°.B SEE FOUND. PLAN FOR FTG. REQ. 6" HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS — TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • < *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS 0 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDERr-7 IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. LOWER ROOF. SCALE: N.T.S.— ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6)10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ _ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. EX ) EXTERIOR HEADERS 3" 0/ �c 'o �FN �'9T 2x CRIPPLES @ 16" O.C. () @ END OF HEADER. SEE �g8•?x4TO 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2)12dTOENAILS. (2) 10d TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2)12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; 1 W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. o o o O N a .y fC O y -O L O 4 y fV f0 y a t a, c CD o Q 3 3 ;o cc,d CD-0 a o CUP o a C 0 `�,�tttttttltltrrau,,Pr',• O wry rMirr!� `• to S E '3 pF w = U /It-1111111110 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I» E a o g$ (A ANO-� � tp Q J LL LL LL W � 13 z t e rn a 5 fad 0 Er-- o W T CDm ` W w Z IL��^ Z N O ) co W 0p 0 a a ILA z (1) U' 9 ' l LL LLJ O W s v) C y w O �w M z o � aEO f6 F- f0 X U UO 0 V Z — C O E O ¢4 d p ¢z O Wz N ado rp WC _ z �jY U N .0 o OLL z Z Q) CJ� J m F b Q W f z d 0 S� a � w W U .o S LL �� =21 O z Q ; O I3 O ,,� zta a °v 3 dC) C° J LOo� LO Q c� ~ t0 T M Cr T r o m ¢I 0 N C:) 00 N T_ IUD M m E Z' c o Z W M LD a D U � Q p JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. D 2 - - - �'-„e�� 2�,z'e• �'�+ inn - eLL L _! i � I _ pf' 1 , , II 3 m I L0 c N 0 M �p J m UD M LO J O LO a O E c d i 0 0 UI a 0 0 \ un 0 0 a \ LO 0 0 <R FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall P g P P BARRIER �1I TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. (0.6 Cm : 30.5 cm) include flashing as described in Section R703.4. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP ` THRESHOLD OF DOOR AND WNDOWl WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED z NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING © of draining to the exterior water that penetrates the exterior cladding. - WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE s BARRIER SEAL TOPS OF JOISTS 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 s UNDER DECKING SUBFLOOR (SEE DETAIL WP07) Other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP PP 9 P PP SELF -ADHERED FLASHING ---- horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 Y PP Y PP Y 1 PP 10 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXre RIM JOIST `�, i No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and P PP P 1. Cut, fold up &temporarily secure weather went resistive barrier above header to allow for ;' building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 1 2 O 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. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW / SELF-ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be PLASTER ENT THRESHOLD OF DOOR AND RETURN FLASHING. FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK WINDOW UP JAMB USE LIQUID NAIL BRAND SEE DETAIL WP01b OR EQUALL () WEATHER PROOF CAULKING membranes used as flashin g shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, a (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 4) SEALANT JOINT WINDOW BUCK TO ' ' ° EXTENDAMINIMUM6" RELEASEOWN) ADHESIVE AS contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF `' ' MASONRY WINDOW BUCK e ' ° ° ° VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings , 2 SEALANT JOINT ;:Z;?;:'`' ::3 ° ° THRESHOLD II installed following shall be nsta led at the fo to In locations' g 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK BUCK SECTION -A (SEE DETAIL WP02) ANDEXTEND TOW WINDOW FRAME 1.1.Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall g MASONRY ATTACHED PER CODE ° ° SELF -ADHERED FLASHING O 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 6) TOOLED SEALANT i' REQUIREMENTS BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME z SELF -ADHERED FLASHING .�► 1.1 The fenestration manufacturer's installation and flashing Instructions or for applications not addressed in the fenestration g 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE ° ° � t� manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. ,. 2 @ SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 U UNDER DECKING (SEE DETAIL WP07) 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q 99 P 9 P 9 FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS (NT BUCK D SELF -ADHERED FLASHING , SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. _--- - 1 01 6.6.At wall and roof intersections. - - Water Resistant Barrier 7.7.At built-in utters. g JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTA/4"CEMETWIN T stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER ER PLASTER ° ° , ° �' 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE DOUBLE s ° ° o ° 7/8" Cement Plaster 'V' SEALANT SOCKET WITH JOIST °a TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Wall in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° a a a ASTMC926 ° ° Felt backed metal 3" MIN 2 ^ °° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 ; Building Paper , Building Paper 7/16" O.S.B. ' 7/16" O.S.B. sheathing SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING �' FOUNDATION WEEP SCREED , , ' sheathing , : Metal , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL As Per Matnu act. Specs. PRODUCTS DETAILS TILE FINISH I STRIP OF SAF LEGEND � o SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK w � BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN Detail Instructions 1'-0" PER PLAN v I I THWRAP v RD WRB ONTO TICAL 1/2" Cementitious Refer to the number marked as in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o Instructions below: FLANGEASANAIR in accordance BARRIER with ASTMC926 0 °. • All inside and ° °' 1. Install self -adhered flashing in order as shown by numbers 8 CMU SLOPE „ 3-1/2" INCH FLANGE I over wood 2nd 0'0•' .0' • ° outside corner will floor •,°' 2. Install flashing and weather resistive barrier to form water shedding • �•°,°, need to be miter laps 4" OR 8" CMU - ° e - - - - - I cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING butt joints need to '°•o,o•°• 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT •o•o.o•: ' °•° 0 . ' becaulked using embedded in the adhesive layer) -for ease of installation and to IL cr- a .,, STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts ° a ° a a THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and a a I- _ U) DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° V' U ROD & SEALANT DRIP SCREED PLASTIC Minimum SLOPED MUD BED ° LU = LLI a ACCESSORY I I BOND BREAK WRB 6. Fold as shown by arrows 4 a w SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to V) o �I . fit tight to corner a VINYL SHOWER PAN g ° = A l� I Note: 8. Mechanically fasten as necessary ° °°° SLOPE H _ - = I - _ _ _ = The building paper and metal lath must be Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster 4 CONTINUOUS BACKER ROD over block a d d a & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER , SCALE: NOT TO SCALE N N O CV f0� _ 0 d -o CD C2 y C cc L.01 C .p O7 x ++ cU-a N cc O in y N a E s = ,v CD~= a cc e y ao s+ � � T 7 � A N fl- = E Cc o a N _a M LO 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W 4 E g cS m8 y cc � r � (IJ M Q " C J Le W cou Q. ro�O7 rs ccr O LL=NN Z< 2 N O cQ� W C 00 U' Z z � N,w1 - {Np z O 1 -J (TTt3 f/i EL ry M O c N Cn 8 _ ¢ m w Z M =o� J r1' is K o s f)Z 4 �® OU E8 ~ i� c� 00 p Z N G = wo W w a? � rp N CY z V O OZ Z Z aw w O oLLLL U a W d �o mw �- CDw �LL �3 �� o O co 10. Z IT ° �� >(6 J '^ w/ a; Q0 H (0 : r M 04 Y Y r /C V/ o m 0 N CO O0O N� T Y M Q L r E o z Z E M m C a E U v Q p c JOB NO: 22-06471 SCALE : AS NOTED SHEET NO. W P 1111111AM HUfRR/CANE ilAounting Brackets (10 Gaugei 41/2" x +1 /2' )c2-12w 1`r Back Cross Support (May be cut to W) See ArKhor Schedule I I; Right Bracket (16 Gauge) Bolts i /2e D1a, A32S Gals. " 4 (Tpp,) g 0 10-5/8" Washers Self -Locking Nuts #14Self-Drilling SCreWS A/C unit Bottom Edge Hurricane Strap (Typical 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) 0145elf alingScrews ThruBrackets& Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spn:4Fas, ioepHem- teateucxirm us; paori" srh6 rac6 Hormone Auz Ii-- Rrlaehd Srli i7mrlaB exdishle tepeM ter1YY[ it W&rttkaw0lapi%rj Florida Department of Business & Professional Regulation Pop I ai Building Codes and Standards 2ne2o21 Product Approval Application Detail rasa !nWm Do pia Dole Pending .gfa MM Yffffi comes;MdrseraLfomoes 3. -By Yliglladsubmitted FSCAMMVIR dPHgXl9 ffil= Mgnnstion 21120 Simon V.rd Produ tit, Inc. Michael Gross. Names F. Naxos RE Locke Sodden P.E. 1278r2020 12/10020 1212AM20 Appr-d comewin atruaaN Components (877)44i-8368 PE-73779 (334)300-1800 "Cmoory: Products Introduced as a Result of IrIM@smeMentcom New TadhnerwpY campniarrn Meted: EwNe6on Report tan a RonMs Registered Architect we U-sed Florida Professional Engineer Anal: product Naas reanhr or aloe. pWlOfdeelga06. roYSLC�n f AriorovWtor use Amrowdfa 1n.HHIR ➢91adr Use IOMi mWA iubm Dodd emrela 1 8m"an Moda14NS40510 real Function Flood.nd Vandation Vad 127/2d23 Y- Yes NIA 10WOO 2 amndVat►odel 111540.611 alai Function Flood and Vintradw Verd IZOI2023 Yea Yen NIA +IW 100 3 amrr*m Mods141540520 InmhlMed Flood Vent 12012023 Yes Yes N4A -IWID6 4 &nmVent Model a1540521 Insulsted mom Vent .1112023 Yes Y. NIA n0oiloo 5 SrrroItVe d Mode: 4154D324 16&Wot; Gangs one, Flood Vat 12G12023 Yes Yes NM WA 6 SmadVent Modela1540.570 Wend wall Insulated Flow Vat 121312W Yes Yoe NAOWIDO 7 a-KV.M Model 91640.574 14.511hghd: omega Dow Flood Vent 12r112021 Yes Yes NM WA Issas Yfafap NWr A d m FOW.I. 2020 Drexel Metals. Inc. category: Redid aubCalapwy: Metal Finding completes Who& Bolutatlon Report from a Florida R.0shmidArchled or. Licensed Florid. Professional lb om er Efdtd6illoii 3lp3 Prosxt ModY. MnMnsr or IYme 1 Drexel Mehl Roomp SYDtana Florida Department of Business & Professional Regulagon Budding Copies and Standards Product Approval Application Detail SWtaf fAOW[.fYrarJft Jason Shumate Zachary R. Palest (502)303.1511 PE-74021 I.P.- etgdexrM.com $SaWSt.Desedpdon MC ICONS, OMC 15DSS; OMC 1754 DMC2006, DMC 5V Page i .1"I Snead, fate pile > 2 e Validated By yg,sirsed d NWCA®raA AMMEM it*& Locke 80Nd" P.E. CWICM20 0"912020 6a202020 Iorl 3=20 Approsd (334'1 3OD-1 800 Approved fly Up &nara9tMstme IMDW to" Contrast lnMiM out" mag lid 17t�1n 121312025 Teti No NW WF780 Florida Department of Business& Professional Regulation Pses2d4 Building Codes and Standards VMM22 Product Approval Application Detail ion �gfIOL.L 20 ,� Date Pohldins 20 1W Varolan Maeutocturter contact Enabber& Lkenae Validated NY Validated � FBC.Aoomwl Approved status Re°7lebn 2020 Therms-Tru Corporston Stave Jaepsraon Lyntlon F. Schmidt P.E. Ryan a Kirg, P.E. O4I1Y1o21 12131f2020 Oa1222021 0dO8r2021 Apprared Category: Exterior Dmrs (800) 643.7928 PE-43409 (819) 767-0555 SUDCaftni Swn9inp Exterior Door AsoanDles sjasper.or�IhermhaW.rx, Compliance Method: Evaluation Report from a m Florida Registered Architect or a Llcensad Florida Prdsssbnal Engflser Seas PfoductMetlel. NumberaName OuaM Gemraat Assurance Elminsmeah Oats ADDMV*d for Llae AbbroV&d In HVHZ Outertle for Uas NVHZ 1inalai wag, 1 a. Thernha-Tru Fibs -Claws and Smopdn-Star Nominal SI M3tr8 &quotImpact&qu rt Opaque 12131/2D22 No Yes Yes WA Composite Edge Fiberglass Sigh Door (InvMnW0utrAV: X conflpuro-) 2 b. Thor-Tru Fiber -Classic and Smoolh-Star Nominal 60368 8quotlmpaclaquot Opaque 12131= No Yes Yea WA Composite Edge Fiberglass Sidle Door with Sdalib(s) OntaMre/0uttning; XO, OXor OXO configuration.) 3 A Thermo-Tru Fiber -Classic and SmoctlrStar Nominal Belli liquotIminactIquot Opaque 12131/2022 No Yes Yes NIA Composite Edge Rbergla m; Double Door with or Wthout Sidelites Onsvino/OldaWna: XXw 0)0(0 cormguratons) 4 d. Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&M39;0 &quotimpactaquot Opaque 12IJ172022 NO Yee Yea WA C.bmposite Edge Fiberglass Single Door (InswnglOutcwing; X cooligurstod) S e. ThernlsTru Flber•Cbssic and Smooth -Star Nominal 68a99,0 8quotlonpedBgtMt Opaque 12011= No Your Yon WA Composite Edge Flberglass Single Door Yoh Sdelte(s) Qnswngloulkow ng; XO, OX or OXO oaMlgurotions) 8 f. Thermal-Tru Flbw-Carsc and Smooch Star Nomina166A09,08quotlmpact&quot Opaque 121311= NO Yes Yea WA Composite Edge Fiberglass Double Door Wth err Without SNaMes (Irsving/OilfaWng; )Xw OXXO coMlgural:ons) 7 g. Theme-Tni Flber-C sec; and Smodh-Stet NOminel 8&dr39;8 Squotin"clsquot, Glazed 12/31r= No Yee Yes WA Composite Edge Fiberghma Single Door gnswrgrOular-4 X mlfiguration) S h. Therms-Tru Fiber.Cbssle and Smooth-Sbr Nomina188JK�;8 9quotlnpaetagdot; Glazed 1231=1 No Yes yea. WA Composite Edge Fiberglass Single Door with Sidell'te(s) OnawnelOutemina; XO, OXw OXO configurations) 9 i, Thermo-Tru Fiber -Classic and Snanodh-Star Nora nal 88A ;8 &quotimpactili Glazed 1213172022 No Yee Yea WA Composite Edge Rbwglns Double Door Wth or without Silelibs OnswirglOulswing:.XXa OXXO cordlgurationa) 10 J. Therma-Tru FIDer-Closale and Smooth -mar Nominal Sap9D;0 8quoklmpacf&quot Glazed 121312022 No Yea Vn WA ComPosib Edge Fihergias. Seigle Door gnw)ngrouswhg; X configuration) 11 k. Therma.Tm Fibsr-Clamuc and Smooth -star Nominal SOWD &quotlnpa0t&quot Glazed 12r311= No Yes Yss WA Composite Edge Fiberglass Single Dow With sdellte(s) (InaYlydroutaW ng; Xo, OXw OXO configurations) 12 I. Thermo -TN Flbar-Classic and &rmeN-Bhr Nominal 88MV,0 84uoklnpaeffigUot Glazed 1231r= No Yea Yes WA Composite Edge Fiberglass Double Door Wth or Wthout Sidailtes (IrmMrg/Oufamnp; XXor OXXO configurations) 13 or, Theme-Tru Fiber-Ciasaie and Smooth -Sias Nominal 88#90;8 8quotlmpecl6quoi; Glazed Molded 12131J2022 No Yes Ye. WA Open Composite Edge Fiberglass Single Door OnslirdlOybn+g; Xcanligwatow 14 n. ThenrisTru Fiber.Chsaic and SmOOUi-Star Nominal 88A39,8 8qu0klrrpacl&glpt Glazed AMltlad 121`31ti= No Yea Yes WA Open Composite Edge Fiberglass Single Door Wth Glazed Molded Open 6ldegb(s) (InsWrglOuteWng; XO, OX a 0%wdgurations) 15 o. ThemM-Tru Fiber -Classic and Smooth-Sbr Nominal 68939A 8quotimpoctilqu rt Glazed Molded 12131r= No Yes Yes WA Open Composite Edge Fiberglass Double Doorwm a wthout Glazed Molded Open Sidelites (InpMrg70ulswingi XXw OXXO configurations) 18 p. Themv-Tru Fiber-Cbaia and SmmtM4#ar Nominal BBA%;S Bg okirtpacf&qu 1; Opaque 12f3112022 No Yaa Year WA Composts Etta Fiberglass Single Door with bolded Open Sidelite(s) OnswinglOutarring; XO, OX or OXO configurations) 17 q. Therms-Tru Rber-C.Iasak and Smowh-Star Nominal 88M3g:8 &quotinpacl8quot Opaque 12131/2022 No Year Yee WA Composite Edga Fiberglass Double Door Win or Wdhout Glazed Moded Open Sidelites inaWngrOutswi g;. XX w OXXO contguratkms) Florida Department of Business & Professional Regulation per t di Building Codas and Standards idR021 Product Approval Application Detall = Ilea MailmanManub=rs Cod a uurw Validated er Yfpllffi &AMM FISCAmoosirld abnrma4 itaeM Rwwn 2020 PGTlnduWM Jens R-shl MamH0ede 8CC0-CER MamF0.41r6000-VAL i1A9M20 IOrdV2020 1124IM20 Apprand category: Exterior Doors (941) 486,0100 (788) 315-2980 eibCal.gory. Sldng Exterior Dow Assemblies 1- -anilipgBndum d...s Cxnpllamn MNbod: Certllosdon Man a Lutlng an . drMlaY As irYYe Awaend for Use Awrond for Ums bRid 22 Amer R'wdurJ Ygo x m. or a ,- Product Jggpp � Io11M 2999LIM2 Reade la i�wn e e 7pd (Large Missile Impact) V" eking Class Door 11042021 Yes Yon Yes WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,, As required by Florida Statute 553.842 and Florida Adm inistrative Code 91372, please provide the information and approval num bens on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITheffn A. SWINGING aTru Fiber -Classic and Smooth -Star (NONAMPACT) FL20461.1 +67.0/-57.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru 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 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 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 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHE R 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING WA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2154.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, inc. for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 pisf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 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 -lie see chart B. TRUSS PLATES ITW Building Components Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 -Alpine MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 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 NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE Florida Department of Businiii Professional Regulation Page l al Building Codes and Standards IW 022 Product Approval Application Detail Counsel: e _ e r rr'.a.. validated By Yanciaw Submitted FBC Ai$ Rwision 2020 Thenm-Tru Coryaanew Str_ Jaeperaon Lyndon F. Sdtnidt, P.E Ryan J. King, P.E. 07nare 20 07H2n= 07120=0 101130 20 Appromd Catepary. Exbrm Doors (800) 843-76M PE-43409 (813) 767.8555 subcategory: SWtging Exterior Door Asae rblea claaperson®lhannaW.m Compliance Meethod: Evaluation Report from a m Florida Registered! Architect or a Licensed Florida MAKIAMM Prdresebnal Engineer Produces a-* Product Motlel. Mum bar or Name Lalallb Product Description Cansood Aasuranm Elelreeon Deb �[J� Amrovad ILLWH far info Outside HIM Ra_ta Prousu1e 1 a. Thermo-Tru Fiber -Classic and Smooth -Star Nominal e&M*,6 Aquokimpectaquot; Opaque 12mi 2022 Yes Yes Yee WA Composite Edge Fiberglass single Dow in"nWOutswing; X configuration) 2 b. Thermal-Tru Roar -Classic and Smooth -Star Nominal 8 MI, 8qua:lmpactliquot Opaque 12131/2022 You Yea Yee WA Composite Edpe Fiberglass Simple Door Wth Sldolts(s) Onswing/OuteWnp )10, OX or OXO connguravone S c Therma-Tru Flier-Clsaeic Nlc and Soth-Star Nominal OW9.8 aquotimpactriquak Opaque 12/31YLD22 Yes Yes Yee WA Composite Edge Fiberglass Double Doorvhh or Wthout SltlelSes (IraMr9lOubwin9; XX or OXXO com9gura ions) 4 O. Therma•Tru Rber-Classic and Smooth -Star Nominal 8&MD Squoklmpact&qumt Opaque 121312022 Yes Yea Yee WA Composite Edge Fiberglass Single Door Onsxinpl0utawinp; Xconf-iguration) 5 e. Thermo-Tru Rber-Classic end Smooth -Star Nominal 88fPdB;B Squoklmpacb quo* Opaque 12J31= Yes Yes. Yea WA Campaene Edge FiberglassSln Doan Wth 9delte(s) OmwinplOuteAarg; OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and SmoothSbr Nominal 88e39,08quotimpad8quat Opaque 1213120T2 Yes Ya4 Yea WA Composure Edge Flbsrgless Double Dow Wth or Wthout Sidelitee (IrsMnglOubWrg; XX or OXXO configurations) 7 g. Thems-Tru Rber-Cbssk and SnIcotD-BLnr Nominal Baaile's equotlmpaeY&quat Glued 12131f2022 Yes Year Yes WA Composite Edge Fiberglass Single Door OnsWrialOubWng; xcoMqundion) 6 h. Thermo-Tru Fiber-Clool and Smooth -Star Nominal0&A38;8 &quotimpaa&quot Glazed 12J31 t2022 Yes Yes Yell WA Composite Edge Fiberglass Single Door *A S"te(s) (IrswingsOutowfng; X0, OX or OXO cordlgurasona) 9 i. ThermaTru Fiber-Classioand Smooth -Star Nominal S&M36:8 toklmpleot&quot Glazed 12/3112022 Yes Yes Yes WA Gompoena Edge Fiberglass Double Door W sh or Wdiout Sidelltee (InaMrg/Ou sudrg; XX or OXXO connguralons) I D J. Therms-Tru Flba-CWWc and Smooth -Star Nominal "#*,O goiLrWmpactilquat. Glued 12/31/2022 Yea Yes Yes WA Composite Edge Fiberglass Singh Door (Insv4ng10uf1Wng- X configuration)11 k Therms-Tru FEerZkorste and SmoolhStsr Nominal W"R0 Siclucumpact&quot Glued 12131f2022 Yes Yee Yea WA Composite Edge FRoar lass,6Mgle Door Wth Sdelta(s) OrswingiOutsWnp: X0, OX or OXO configurations) 12 I. Thalrs-Tru Fiber -Classic and Smooth -Shur Nominal 8&a39,0 8quohlmpad&quot Glazed 12J31/2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door Won or without SNeliles (InaWrrdOabelrg; XX w O)O(O confgurabons) 13 m. Therms-Tru Fiber -Classic and SmoolASbr Nominal 6&M8 SquotlmpaQ&quot Opaque I VW2D22 Yes Yee Yoe WA err Wm eqmposite tNor,ir iactAuq ot; SidSma(s)gle (IrsWnglOubwine; XO, OX or OXOconrgurasons) 14 n. Therms-Tru Rber-Closslo and Snootn-Star Nominal S9d39,S 8quetimpad&quet; Opaque 12f312022 Year Yes Yes WA Composite Edge Fiberglass Double Dow well SquotNon-Irrpeaaquot: Sidelites(Insaing/OutsW ng; OXXO configuration) 15 o. Therrra-Tru Fiber -Chadic and Smooth -Star Nominal 88M30,0 Bquotlmpu%quot Opecua 12131P2022 Yes Yes Yes WA CompositeEdge Fib ual; swel,rcrceeg((k�Doorydtll pnWrglOuteWnp: XO.OX or OXO.00nliguradens) 18 p. Therma-Tru Rber-Cloaslc and Smooth -Star Nominal 8&71$0&quot;lmpod&quot'Opaque 1201Ro22 Yes Yes Yes WA Composite Edge Flbaglass Double Dow well 8quotNon-Impetdaquot; sidelines (ImeNi g/OunsWrig; OX)(O configuration) 17 q. Thaws -TN Fiber-Cbssk and Smooth -Star Nominal 8&MS SquckNon-ImpMdaquct Opaque 12J312022 Your Yale No WA Composite Edge Flborg:mfs Single Door OnsW rglOutawinp; X configuration) 18 r. Therma-Tra Fiber -Classic and Smooth -Star Nominal 88a39:8 8quotNon-Impedt8quct Opaque 121317j022 Yes Yes No WA Composite Edge Fiberglass an& Door Wth Sda si(S) Orsr4mg/OubsWrhg; XO, OX a OXO configurations) 19 a Therma-Tru Fiber -Classic and Srbooth.Sar Nominal 6416N39;68quotNon-ImpadBquot Opaque 12/312022 Year Yee No WA Composite Edge Fiberglass Double Dow Won or Wthout SMeuhs (ImMrg/OuhrAng; XX or OXXO configurations) 20 t Themra-Tru Fiber -Classic and Smooth -Star Nominal 8&M390 SquotNon-Impecdclu * Opaque 12131rl= Yes Yes No WA Oomposite Edge Fiberglass single Door (In-WOut- g; X configurafion) 21 u. Theme-Tru Fiber-Cbseic and Smooth -Star Nominal S&tr390 &quw;Nor-ImpactSquot Opaque 1213lt= Yea Yes No WA Composite Edge Fiberglass Single Doorndh Sdelte(s) Orrsw aft3unoWng: )10, OX or OXO cormndurationst 22 Y. Thermo Tru Fiber -Clam. end Smooth.Slor Nomina188A39;0 aquokNonlrnlsd&quot Opaque 1213 r= Yes Yss No NIA Composite Edge Flbarglaw Double Door Wan at Wthout SNalitw (IrsWrgfLMsMng: )Xor OX(Oconfgurations) 23 w Thama-Tru Fiber -Clamors and Smooth -Star Nominal WWB aquatNon-Inpad&quct; Glued 121311=2 Yas Yes No WA Composite Edgs Fiberglass Single Door (Inwk*10utawFg; x0onfi9uratim) 24 )L Theme-Tru Fiber -Classic aril Smooth -Stair Nominal 88AI39:8 Squothion-Imormot&quo)k Glazed 12131I2022 Yes Yes No WA Composite Edge Moveless S%1e Door with Ste(.) dsipnaWng/Ours+llrg; XO, OX or OXO corifgurallons) 25 y. Themla-7u Fader-ClosWc and Smoom.S[ar Nominal l&OW;8&quallomInniset&quat Glazed 12r3lr= Yes Yes 140 WA Composite Edge Flbsargless Double Door Wth or Wthout Sitleliten (1nwAr /OuteMng; XX a OXKO configurations) 26 i Themla-Tru FlairClsssie and Smooth-8hr Nominal SLOW-,O&quotNonlmpeci&quot Glazed 12/312022 Yes Yea NO WA Composure Edge FlDergless Single Dow lit aWrgAulswig; Xconfiguration) 27 zo. Thermo-Tru Fiber -Classic and SnopdhSlar Nominal S M OSquotNaF lrrpap&quot Gazed 121312022 Yes Yes No WA Composite Edge Frbag:sea Single Door wdh S Ielie(s) SnswnplOuswDng; XO, OX a OXO configurations) 28 zb. Therma-Tru Fiber-Clossic and Smooth -Star Nominal SN"8419quotNon-Inpaa6quot Glazed 12131= Yes Yes No WA Compos8a Edge Fr1:7 4 Double Door Wth or yhitlhout Siaalit&& (IrsMng/poeWng; XXa OXXO configurations) Florida Departmert of Business Is Professional Regulation Poor I of Bulking Codes and Standards 16/2021 Product Approval Application Detail sg9t En2v 9r lift am >aa>PNW- aft am Yamlf) .ice !� EOploafAl!®1! Yat�tl..t IDAMMl tilthmm FRCAwm" 1i9�)98 ad& ftwakn 2020 MI Wildoea and Doers Brent aainger late Roberto Lanza Hteven M LkI1h, PE lWa20211 iWI2020 loriartg20 12flWZ20 ApPoAd Consignor. Ruder Down l7171385- P&S2514 (717) 317.84i4 8ACsi4ppry:solm; Exterior Door ApaH7les Dsltlhgengmlwd.wwm C4mpllalco Msilhort Enkrallon Report tan a Float Regheared Architect we Licensed Flails Prohssbnal Enabaer Bea! FrOdU4l Modsi. f&mDY a fYme .. $4maL. n 20 Amw ad fw Use Almond InHvHZ outside IN Un 1tM ImgKi assistant 17SfM) press " 1 SERIE8420ALUMINUMSW SERIES 420 ALUMINUM SGD OXO 12OW024 No Yes NO WA 14S31Nquot)(6041,qu t: NON -REINFORCED 2 SERIES420ALUMRIUMSGO SERIES 420 ALUMINUM$Go OX XO.XX 1b312024 No Yes No WA SucludX80dquct NON -REINFORCED 3 BER155420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12A12024 No Yes No WA 140'3Pr&quaXBe&qua: 4 BERIE8420ALUMINUM SW REINFORCED SERI�f20 ALUMINUM SOD REINFORCED OX 12/312024 No Yen No WA XO. XX 966,quoO68&qua: 5 SERIES 420ALUMINUM SM REINFORCED. SERIES 420 ALUMINUM WD REINFORCED XXX 12012024 No Yes No WA 143UR d;.DSWw t: Florida Department of Business Is Professional Regulation Per I at Building Codes and Standards lessen Product Approval Application Detail gm tidal Dial oatspoo.oa pie Zge Ylm1f) taOlGaF$Im[ Con"' msasmaLicense YgIB1il6W Vaildobd 5�tltel FSCAmseval � ima RWGW 2020 We" D.J.,. dnrlm orOVerhesd Odor Dw.yne Kamh John E. sub. J." P. Amason. P.B. 1M12020 092112020 10=020 12MSM20 Approved corporation (330)763.8121 PE-51737 (904)821.5200 Calapasr. Eltaw Dawn dkomidh®waynldalton.c BWColepw76amonal Ext nw Down A.senale. qT Convileee Mdasd: Eveluatlon Report mom a Flolld6 Ar"IslegdArchro d a a Ucnsed Florida Professional Engines F Aenavrslfu ue. Amrdved for use Ion grpp il4a Product Yodel Nabs or Mans Product QmUflsn cornact limitationsamm In HVHZ Ossslde NVIILsaeadag Paramount 3 BODOBID0200e1105 MASS: Me. s4ah. 14076: Mee Insight. Glazing IV31rdm$ No Yea Yes +31.00A35.00 naispie in top or Inbmsdieh sodton. 10 800vA100/4200a1123 186479: Max VAM. 14647e Max natant. Glazing 12131/2023 No Yea Yon +30.WF3310 sysilebie m top or intermediate section. 11 80001810018200$1124 IS&M Mu WQh.148Wa Max height. Glazing 121312D23 No Yes Yoe +34.40F38.30 mismo In tee or intsenedste sedsn. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rose of 15=1 G291 artery perk Bak Cour PWAM am mm V,,9- laamf,,tu- Contact E0g10,&1.11fiart Vaed.mea. Ytl d" owmi W F&CA toys! hiom g agn REn.lon 2020 Canoe IVIdon OfAADG. Inc. Tan RMby UL LLC Tray Bishop. P.E. 12MG2020 12912020 12212020 Approved catenary: EMeea Dow; 1841) 4944819 (954)947-OWO SubCareaory: Edenw Door Components lan.rYtayfesseehloy.co Ownplimcm Method: Conviction Mark or Liming m Bm a Prerlucl Mosel. lemha v ane Amr I use oultiddis Amr H1� H doaet EMAMa 1 80i. 707, 727, 747. 757. T?Ns, nd 847 S hgIs end P.IM a Ruhr. Glesed. and Lo.varW anglsand pain d 120/2025 Yes Yes Yen Nu Doors ho 1pv metal docn. Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Pap Id2 1142021 Code ¢gar old- two care Rending Mo mm Willon Amnuf'iWw ward tee Winston at, g6igg" FnCAmraval eggg,,d glWn R.MSW 2020 MI Wildcwa and Dods grant 8slrpa American Architectural 94Ven M. UrkhPE 11/172020 11t172020 1127/2020 Appraed CMepal:.yMndovs t717)385.3300 Merhefactwan Asmomeb m i717)31?4454 8:0 ategory: filnels Hung bWngerilmll5vd.wom awwiianele Named: clac m Mat of Who A-Velf,ilse Inneett gggm = Mod L Nava err come Cowed a mlrsilen DMe M HvHZ O"Cb We g � 2 185 SH 52z72 FilURIP0e From 1G)SG Single HMO 1D/0812023 No Yes No .60-60 Laminallod Gleae En a i o . U . C:L O 0 c .� CIO�a. U (D OD !_ 5 C� O CU Fn O C O O O cal U_ CU .c E 2 .a? o CL CU ii .� /��/�� CO cl Z Z W J a a) > W co Z c: M�� O m ?C W ic: M_ 4a O a -d ca N tv C= O s 3 = cu OB cayam+ a E os c c 6a s .... Q .1 C0 � 03 our c O Us tz O c E O O d &a w Cin OD E CD Clio O L > CL s'� U 0 W U m lessers- O L W Q � z J z Q J a SHEET NO. PA 1.0. t ■� s M a _ r r i s nr _ I _ _ 1 _ SII . ^�J ^W^ Florida Department of Business 8 Professional Regulation Peace do Florida Department of Busirleas & Professional Regulation Ihge4 d7 Florida DepedrnerltdBusirress 8 Professional Regulation Pa➢e1 d1 Florida Department of Buail•ca 8) Professional Regulation Petition Al �U O }+W ^ �O/ W ^i O .� A\ a- '^ O O O O W �W ^� Co >ri. ��.j//y�� ;V rV O 0 O L_ o o Z �; N -_ m L. x N cy Vf O N N CO = Q CV 3 al Y as c ' C d w+ Q 3 l0 a O w 6� 61 i C A T a Q E O O W^1 W Z Cn 0 I[_ O �a O v+ CIO L O ICU W Q W z J Z Q J a SHEET NO. PA 1.1 Building Codes and Standards irzBrzoz2 Btdldinq Codes and Standards +�+ Building Codes and standards tJ8r2021 Building Codes and Standards 115J1Dxi Product Approval Application Detail Product Approval Application Detail t Approval Application Detail ProducEntity Product Approval Application DefaN J: Pendtw �Amroyal 20 � 1 era �i tir<6PJ0{i� am SaQlft EdlaLfs latt era aattl?➢nd➢a art S� ldWLg aYt �Yt latsP� an Imp yertigg tdlal t� Eackineer A, License ri11tla1W By ypt� Submitted gpe� $ItiOra iirg i(nNJ>u Manufacturer �� CeoilsraLlcawa tC 3Cy1� lam �`�� Ea➢� �= � ttl� tt �r8 Yaaa,mdw i� sukaw FYCAmrwd � t� 11L9a 3LYaigD r rmaa E9dluvilWsle YaWrW ltfl� E !� liilp Revision '2020 Th«mrTruCorporaeon SbvaJr,paraon Lyndon F.3dlmidLP.E Ryan J.KingP.E. 10A7J2021 09r18J202t 70113J2021 72J7512021 Approved RmisMm 2020 MI YAman,ntl Do«a cam 3lllnper Amedpn Wphbdunl Sean M. UrtM, PE 1111NZ420 11RMOZ0 11/58/2020 APpaal Oatep➢y: 1'ederior DOtlri (800J 843-7628 PE•43109 (Bt 3)T87.6556 Ailemelim 2020 PGTindu•rbs Jans Raemrald MsrrFOsee BCCO-CER AEamFDade eCGO-VM it10511D20 11,V52020 17n112020 Appraed Revision 2020 MI YAndoNa and 00«8 BrmtBMrger Amalcen MChIMUAI 8leverr M. Ullch. PE 101)8f202➢ 1605�OZ0 4of192020 Approved SUDCatsgoM•BWnping E>aeripf Door Arrembfies ejaapefsolr®{hermt NoSimpson Strong -Tie 2020 FBC Approved Products Updated 12fXM20 For died Inks to all SOT approvals II below, C LIC K HERE For addtional Information regarding Ficrlde's Statewide Product Approval System and Mamt-Oade County Notce of Acceptance(NOA), CLICK HERE. FL#2366-R7 Saa # Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4"diameter Titan stainless steel masonry screw FL#9�-R6 Sea ! Product Model. Number or Norma Product Description 1 SDIO112DBB Outdoor Accents 0onnector Screw 2 SD9112. S09212, SDI011 Z SDI 0212 Strong -Drive SD Connector Screw 3 SD911258, SD9212SS Strong-DuveSD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614,SDCF22700, SDCF22858, SDCF221014, Strong -Drive SOCPTim bI Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858; SDCP22912, Strong -Drive SDCP Timber-CPScrew SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strong-Dr"SDHRCombo-Head Screw 7 SD625112156825134, SDS2520Q SDS25212, S0825300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25800, SDS25800 8 EDS25112SS, SOS252008S, SD82521255, SD$25300SS, SDS26812SS Strong -Dr ve SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF27.X, Si SOWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLVI0007-RB J51111iProduc! Modal. Number or Name Product Description 1 ATR318, ATRIfZ ATR518, ATR314 Threaded Rods 2 ATUDS, ATUOS-2, ATUD9, ATUO9-2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP112-3, BPS/8-2, BP518-3, B133/4, BFW4-3, BPRTU03-4 Bearing Plates 4 CNW3/8; CNW112, CNW516, CNW3/4, CNW5/8-V2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD7e, CTUD77, CTUD87, CTUDe8, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, II N5, N6 Heavy Her Nuts 7 RTUD3, RTUD36, RTUD4, RTUDI RTUDS, RTUDB, RTUD7, RTUDS Ratcheting Take -Up Device 8 Ti TUD10 Take -Up Device 9 TUW35 Take -Up Washer I URS3 318" Uplift Rod Run Todown System 11 UR54 1/2' Uplift Rod Run Tledown System 12 URSS 518" Uplift Rod RunTiedown System 13 URS6 314" Uplift Rod Run Tiedown System FL#14441-R6 sea x Product Modal. Number or Name Product Dascnotion 1 DTT2 Hold-down 2 HDC1Q/4, H=QY22 Hold-down 3 HDQ8, HHDQti, HHDO14 Hold-down 4 HDU2, HOU4, HDUS, HDUB, HOU11, HDU14 Hold -doom 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHOB, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -Style purlin anchor 9 PI PA23, PI PA35, PI PA68 Strapstyle purlin anchor 10 PAI18, PAI23; PA128, PI Sbap-style purlin anchor 11 STHD10,STHDiOW Strap -style hold-down 12 STHD14, STHOI4RJ Step -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3V=0 For direct Inks to all SST approvals listed below, CLICK HERE For additional information r atdrR Flonda's Statewide Product oval System and Mom -ode County Notice of Acceptance INOA), W Ir:K HFRF eg g Approval 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 63r8" to 15-1/8".. 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-31 to 13-1/8". 23 LEG31, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" b 6- 7/8"'and heights ranging from 9" to 33-112". 24 MEGS, ME07 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-112'. 25 MIT sodas hangers Top flange hangers available in widths ranging from 1-9116" to 5- 118" and heights ranging from 9-11 to ZC 26 PF, PFB, PFDB, PFDSS series hangers Top flange hangers available: in width of 1-9/le" and heights ranging from 3.318" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in Wdth5 ranging from 1 -9118" is 7- 118" and heights ranging 9-114'to 32". F1.11110111I r3gy,A Product Model. Num leer or Name I ASA44, ABA44R, ABA48, ABA46R, ABA88; ABA68R 2 ASU44, ABU44R, ABU46, ABU46R, ABU5.5, ABUS-6, ASU65, ABU66, ABU88R, ABUBQ ABUSER, ABU1010; ABU101OR, ASU7212, ASU1212R 3 ABW44Z, ABW44RZ, ASW46Z, ABW46RZ, ABWSSZ, ABWB6RZ, A6W7.7 4 AC4, A04R, ACE4, AC6, ACSR, ACES' 6 BC4, BC46, SC4R, BCS, BOOR, BCB, BCS2.214, BC82-M 6 C844, C846; C848, C988, CBS& 7 CBSQ44-SDS2, CBSQ46-SDS2, CSSQ68-SD52, CBSQ8B-SDS2, CBSQ88-SDS2 8 CC, ECC, EOCU Series 9 CCQ-SD32.5, EC00SDS2.5 Series 10 CPT44Z, CPTS6Z, OPT88Z 11 EPB44A, EPS44, EPB46, EPB66 12 EPS4Z 13 LC844, LCBW 14 LPC4Z,LPCSZ 15 MPB44Z, MPBW, MPBBBZ 16 PB44, PB44R, P846, PBr36, Pe66R 17 PBS44A,PSS46,PBS86 18 P8V61 PBV10 19 PC44-18, PC48-18, PC48-18: PC04-16, PI 10, EPC44-16, EPC48-1:0,, EPC48-18, EPC84-18, ii e 20 PC4Z PC4R7, PI PCBRZ, PI PCBRZ, EPC4Z; EPC4RZ, EPW EPI EPC82, EPCSRZ 21 PPB44-4Z, PPB44-CZ 22 RPBZ FLIIIJIO 66-R6 AW Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, 01-146.8, GH48-6, GH48-8, GH410-6, GH410-8. GH66-6, GH68-8, GH68-6, GH68- 8,.GH610.8, OH610-8 4 GLB5A, 011-656, GLBSC, GLB51D,GL67A, GLB7B, GLB7C, GLB70 5 GLST512, GSLT612, GLSTSIS, GBLT616, GLST520, GSLT620 e HGLBA,HGLBB,HGLSC,HGLBD 7 HGT-2, HOT-3, HGT-4 8 UFPiO-SDS3 9 URFP Product Doseriotion Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-19 tie 9.112" and W2 ranging from 35/8" to 7-112" Screwed column caps with W1 ranging from 3-114" to 9-IfT and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap. Moment Post Base. Embedded Past Base Embedded Post Base Round Past ease Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Petroflt Foundation Plate Girder Hanger Glulam Bearing Plats Glulam Bearing Plata Heavy Glulam Bearing Plate Heavy Girder Tiedown Un'aersa I Foundation Plate Universal Retrofit Foundation Piste Simpson Strong -Tie 2020 FBC Approved Products Updated lV301 20 For direct Inks to en 88T approvals listed below, CLICK HERE • Fa additional Womrationrepo oog Flprde's Statewide Product.Appfovol System and Msmt-0ade County Ndtiae Of Acceptance (II CLICK HERE. FL#10446-116 Sea # Product Model. Number or Name Product Description i A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, API Outdoor Accents Angles 3 API344, APB44R APV866, APOSSR, AP683, AP588R, APS1010, AP61010R, APVB44, Outdoor Accents Post Bases APVB44R, APVBW, APVB86R, APVBS$ APVB88R, APV61010, APVB101 OR 4 APDJT2.-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJr2•6, Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH4e, APHIi APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVLS, APVT4, API Outdoor Accents L and T Beam-to-Colunn Ties 7 APLH24, APLIi APLH26, APLH26R, APLH210, APLH210R Outdoor Accents Light Hangers 8 BVLZ Stick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 US Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA13 GA2 Gusset Angles 16 142A, H2.5T, H8, H1OA-2, H10S, H14, HGA70 HmricaneTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, Hi Header Hangers 19 KBS1Z Knee-BracsStabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ25LZ, LSSJ28RZ, LSW28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSRIA1, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210.2, LSSR410 Field Adjustable Slopeabli-Mitewable Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z,ML24Z. ML28Z, ML28Z, ML210Z Angles 28 MMHB Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC,RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Dam 33 RTC=, RTC42, RTC2Z, RT044 Rigid Tle Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Strrfarter Clips FL#10447-R6 Sea # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DS05R,SDS3, DSC5L-SDS3 3 GBC 4 HGP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2 HHRC4/1.81, HHRC44, HHRC5.25/3.25. HHRC5.3713.12, HHRC86 6 HRC1-81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28,LSSU2a;LSBU210 9 TBE4,TBE6 10 TC24:TC28,TC28 11 THA29, THA213, THA218, THA218.Z Ti THA413, THA418, THAC418, THA422, Ti THA426: Ti THA426-2 12 THAI1.81122, THAl2.06/22, THAl2.1122, THA1222, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA2Q LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26•W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VrCR Simpson Strong -Tie 2020 FBC Approved Products amFor direct inks to all SST approvals Baled below, SLICK HERE Far additional Information regarding Fldnxts's Statewide Product Approval System and Mara dot County Updated 12rJ0/2020 Notice of Acceptance. (II NFIIR- F11-011110466-115 j pjgduet Modal. Number or Name Product Description 1 Br, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCIS Coiled Straps 3 C514, CS18, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressionlTension Strap 6 DSP, SSP', TSP Stud to Plate be 7 H1, H10A, H2.SA, H3, H6, H7Z, HIS, HISS, H16-2, H16-26 HurricanisTies 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1,5, HSS2-2-SD83, HSS2.3S0S3,.HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HSTS, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HT528, HTS30, HTST(1C Heavy Twist Strap 13 HTSQ1 Bli HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 18 LST1149, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MOT MediumG-rderTisdown 20 MST27, MST3T, MST48, MST80, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24, MSTA30; MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC88B3 Pre -Bent Straps 24 MSTI26„MST136, MSTI48, 10167160, MSTI72 Straight Straps 25 MTS12, MT816, MTS18, MTS20', MTS24C, MTS30, MTS30C Medium Twist Strop 26 NCA2x10-12, NCA2x12-12, NCA2X&1S, NCA200-16, NCA2xl2-16 Bridging 27 RCWB12, RCW814 Wall Bracing 28 RPS15, RP322, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPt, SP2, SP4, SP6, SPS Stud Plate Tie 31 SPH4, SPHe, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, S83, SSA 5 Stud Shoo 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 34 T820 TB27 TB30. TB36 TS42 TB48. TBfrt TB58. TB80 in Tension Bridging 9 9 35 TW810, TWB12, TW314 Wall Bracing 3S VGT, VGTR, VGTL Variable Pitch GirderTiedown 37 WB108, WB108C, W8126, WB128C, WB143C Wall Bracing Fa[ril IN Product Description 1 CBH2.37x5.5, CBH2.37x7.63, C13H2.37x9.75 Adjustable Hip -End Connector 2 DU, DI DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HG1.13.63-SDS; HGU5.25SDS, HGU5.50SOS, HGU5.62SD5, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connector SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5,50-SDS, HHGU5.62-SDS, HHGU7,04SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9,00-SDS Truss Bearing Enhancer 6 HHUS28-2, HHUS28.2, HHUS210.2, HHUS4S, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Waste Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.8119-SOS, HU001.81P11SDS, HUCO210.2SDS, HUCQ2103SDS, HUCQ310- SDS, HU00410-SDS, HUCQ412-SDS, HU005.2519-SDS, HUCQ5.25/11SDS, HUCCII SDS, HU00612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 For drool Inks to ell SST approvals listed below,. CLICK HERE Fa additional information regarding Florida's Statewide Product: Approval System and Mani -Dade County Notice of Acceptance INCA), LUCK HERE. FL#114WRS as # Product Model, Num bar or Name Product Dascrlotion 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRSB, HRSB,HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3SDS, HUC0310SOS Joist Hanger 4 Ti THGB3, THGBH2, THG81­13, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 6 THGW33, THGWI THGW4-3, THGW44 Joist Hanger FL#11473-R5 JW Product Model, Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H163, HIO-2S Hurricane Tie 4 HETA12, HETA18, HETA20, HII HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderTiadawn 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20 METjA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38; MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM76, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11490-R6 Sea # Product Model. Number or Name Product Deseriedon 1 DTT1Z Dock Tension Tie 2 HD12, HDI9 Bolted Holdovms 3 li HD56, HD75, i Bolted Hloldovvns 4 HTT4, HTTS, HTT5.314 Tension Ties 5 LTT19, LTT205, LTT131 Light Tension Ties FL#1362$-R9 12a Product Model. Number or Name Product Description 1 SB5/8x24, 58718x24 SS1x30 SB Anchor Bobs 2 SSTB16. SST820, SSTS24, SSTB28, SSTB34, SST836, SSTBi 6L, SST820L, SST924L, SSTS Anchor Bolas SSTB28L FLM3972-R4 Sea.% Product Modal. Number or Name 1 CMST12 CMSTi 4, CMSTC16, CS14, CS16, CS18, CSI CS22 2 HRS6 Hi HRS12, FHAS, FHA9, FHAl2, FHA78; FHA24, FHA30, MSTI26, MSTI36, MSTI48, MSTI60, MST17Z S/MST27, SIMST37, SIMST48 3 HT816, HTS20, HTS24, HTS28. HTS3Q HTSWC 4 LSTA30; LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTAIS, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 8 LSUBH3:25, SLIBH3.25, MSUSH3.25 7 LTPS 8 LTS12, LTS18, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, STS, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC86, MSTC78, ST823e 11 MTS12, M7S16, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S.IBi.56, WB1 81, WB2.06, S182,37, SI82.66, S162.88, 5183.12, Sr133.56, S1B3.62, 5184.06; S/84.12, SJB4.28, WB4.75, S165.50 13 SBA2.1218, SeA2,12/10, S/BA2.121`12, SJBA2.12/14, WBA4.1818, SMAIIIAAMO, S/BA4.18112, WBA4,18/14 14 SH1A 15 S/HDBS, SIH08R S11­1010S; SHDiOB, SMD15S, S/HD150 16 S/HDU4, S1HOU6, S4HQU9, S1HDU11 17 StJCt, WI Product Description Coled-Straps Straps 97 mil (12 got) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mil (20 got) Bridging Connector Lateral Tie Pat@ Light Twist Straps Straps 54 and (16 got) Straps 88 mil (14 got) Medium Twist Straps Top Flange Jost Hangers Top flange Jost Hangers Hurricane Tie Hokiowns Holdowvns Joist Hangers Product Description Concealed hangers Face -mount (OU, DHU) and top flange (DHCTF) hangers available in widths ranging from 1.9116" to 3-9M6" and heights ranging from 0-1/8" to 23-15116'. Face -mount hangers Face: -mount hangers available in widths ranging from 1-5/8" to 7- 3/8" and heights ranging from 6-5/16" to 12-711 Fare -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- Iff to 6-1/8" and heights ranging from 4-3K' to 16-3/4". Concealed flange version (HSURC, HSULC) available for all double 2Xand 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9110 ib 7- 1/2" and heights ranging from 2.718" b 19.114'. Concealed flange version (H UC) available for all modes having width equal to or greeter than 2-2118". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3XM0 For dract inks to all SST approvals Isled belay,. CLICK HERE . Foraddtlo nsl lnfamato n regarding Floddr's Statewide Product Apprwal System and Marro -Dade County Notice of Acceptance (NOA), cr R MEaE 15 S/LBV1.56, S1LBV1.81, VLBV2.06, S/LSV2.37, SfLBV2,56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, VLBV3.62, SILBV4.06, SILBV4.12, S/LBV4.28, S1LBV4.75; SR-BV5.50 19 S/LTT20, SIDTT2Z, S/HTT14, HTT4, HTTS Holdowns 20 Swam, S1MS72 Straps 11 S mil (10 got) 21 5P4, BPS Stud Plate Tiles 22 SSP, DSP, TSP Stud Plata Ties 23 STC, OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R6 AMA Product Model. Numr or Norma 1 CO21013.82-SDSHOG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG', CCTOM4:62-SDSG, CCTQM5.50-SDSG, CCCQM!!A2SDSO; CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOMD5.5DG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQM05.50G-KT 3 HGUlyI HGUM5:50, HGUM7.00, H3t1MT.25, HGUM9.O0 4 LGUM28.2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM21I LGUM28-4, LGUM210-2, LGUM210-3, LGUM210.4, LGUrd46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3112/11.25, MBHA3.5617.25, MBHA3.5619.25, MBHA3.58/11.25, MBHA3:56111.88, MSHA3 58M4, M8HA3.58/16, MBHA3.56M8; MBHA5.6Of7.25, MSHA5.5019.25, MBHA5.50r11.25, MBHA5.50/11.88. MBHAS.SQ114, MSHA5.50116, MSHA5.50M8 6 MBHU3.5619.25, MBHU3.5611125, MBHU3:56/11.88, MBHUS.56114; MBHU3:56/16, MBHU3SS`I$, MBHU5,5019.25, MBHU5.50111.25, MBHUS-50111.488. MBHU5.50114, MBHU5.50/16, MBHU5.50118 FLIM3975-R6 Iteg 0 Product Model. Numter or Name 1 SDW22300, SDW22338, SOW22438,SOW22458, SDW2=O SDW22e00, SDW22S38, SDW22834 2 SDWC15450, SOWC15800 3 SDWH1930008, SDWH1940OD8, SDWH16800D8, SDIAH19800O8, SDWHI9100ODS 4 SDWH27400G SDWH278ODG, SOWH2780OG, SUM771000G, SOWH271200G 5 SDWS1621Z SDWS1630Q SOWS16312, SDW516400 8 SDWS19800, SDWS1971Z SDWS224DO,SDWS225OO;SDWS22512, SDW322800; SDW=800, SDiWS22900, SMAIS221000, SDWS227100, SDW=1200, SOWS2219M 7 SOWS22300DB, SDW522400DB, SDWS225000E, SDWS2280008, SOWS2280008, SDWS221000DB 8 SDVilS22312DBB, SOWS22512DBB 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS27800SS, SDWS27100OSS, SOWS2712ODSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Dasodatlan Strang -Drive SDW EW P-PLY and TRUSS -PLY Screw Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HE (Screw Strong -Drive SDWH TIMBER-H EX H DG Screw Strong -Drive SDWS FRAMING Screw Strong-Dtive SDWS TIMBER Screw (Interior Grade) Strong-DriveSDWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong-Drrve SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#16363-R3 12" Product Modal. Number or Name Product Description 1 AS I6, AS ISM, AS I OSS IS ga. Truss Plates 2 AS 201 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ABHP Hinge Plata Connector FL#15730-R4 Ida Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, CUPS, GW50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PILAW, PINWP, PIN\,I PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Upped 12rXM20 For Sect Inks to all SST approvals Isted below, C LICH HERE y Fdradditbnal kdamstlan regarding Florida's 8talawlde Product Approval Syysstem and MomI)ad , Canty Notice of Acceptance (NCW, CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518'to 3- 9116" and heights ranging from 4-5f16" to 11" Concealed flange version US available for models; having width equal to or (H CI 9 q greater than 3-9116". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718'to3- 56' and heights ranging from 9.114" to 18". 13 LGU3.25-SOS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LU021 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/18" w 4- 5/6" and heights ranging from 3" to 10-15116". 17 MGU3.W-SDS, MGU5.25-SIDS, MGU5.50SDS, MG135,82-5DS,MGU700S03 Face -mount hangers 18 MU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5- 118" and heights ranging from 6-16116" to 19-IW, 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face-mourrt hangers available in widths ranging from 1- 9118" to 3-WIT and heights ranging from 3-111 W to 13314". Concealed flange version (SURC, SULC) available for all double 2X and 4X modes; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"10 Wand heights ranging from 2-5/8" to 11.114". FL#I0667-R6 Seal ProduatA&INumber orName Product Description 1 SA series hangers Top flange hangers available in widths ranging from 1.WIV fA 7- 118" and heights ranging from 7-1/8" t0 3Q`. 2 DGBF sores hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/3" and heights ranging from 9-114" tic 24", 3 DGF series hangers Top flange hangers available In widths ranging from 1 ArX to 3- 5M" and heights ranging from 7-114"to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1311 to 3- SM" and heights ranging from 9-114" fo24". 5 EGS, EG7, EG9 series hangers Top flange hangers available inwidths ranging from 5.14'to 8- 718" and heights ranging from 11" to 32-112". 6 EGO series hangers Top flange hangers available in widths, ranging from 3-wil'to 7- 1/4" and heights ranging from 11-114" to 32. 7 GLS series hangers Saddle hangers available in wid8is ranging from 3-1I V to 8-716" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers ava lable in widths ranging from 3-1/4" to 7- 11B" and heights ranging from 11"t132. 9 HB series hangers Top filings hangers available in widths ranging from 1-9M S'to 7- 112"-and heights ranging from 8" to 30'. 10 HGLS #anus hangers Saddle hangers available in widths ranging from 5-114" to 8-718" and heights ranging from 10-112' to 2er. 11 HGLT series hangers Top flange hangers available in widths longing from 3-114" to 8- 7/8" and heights ranging from 7-112'to 32', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14" to 33'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 9/18" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available inwidthsranging from 3.1/8"td 3-9118' and heights ranging from5-318" to 13-IN', 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I.9116" to 5- 1/2" and heights ranging from 3-7116" to 15". Concealed flange version (H UCTF) available for all modes having width equal to or greater than 2-9/16". 16 HWP set" hangers Top flange hangers available in widths ranging from 1-9MV'to 7- 1/8" and heights ranging from 53f8" to2W. 17 HWPH series hangers Top flange hangers available in wdthe ranging from I.9118" to 7- 1/2" and heights ranging from 5.318" to 37'. 18 ITS series hangers Top flange hangers available In widths ranging from 1-9118" to 3- SW and heights ranging from 9.118" to 16'. 19 JS series hangers Top flange hangers available in width of 1-9r18"and heights ranging from 5.3/8" to 7-14'. 20 JBA series hangers Top flange hangers available in width of 1.9f18"and heights ranging from 940 ff"to 13-1/8". CEM Simpson Strong-Tie2OAO FBC Approved Products Updated1213VD20 For direct Inks toell SST approvals listed below, CLICK HERE For additional information regarding Raiders Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA), CLICK HERE, 5 SET-XP Adhesive Anchor for concrete 8 Strong-Solt2 (STS2, STB24SS, ST82.6SS) Strong-Bok2 Wedge Anchorfor concrete available in carbon Mel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-44SS, THD-HSSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry avaiable with hex head. In carbon steel and Types 304 and 316 stainless steel, or with countersunk head ii carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37151i THD37212RH, Titan HO Threaded Rod Hanger for concrete THD502341I THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 adi Product Model, Numbar or Name 1 AT-XP 2 Er -HP 3 SET-XP 4 Strong-Boft2 (STEM 5 Titan 2 (TTN2) 6 Titan HD (fHD.H4SS, THD-H65S, THD-CS6SS) 7 Titan Turbo (Ti FI11016937-R3 4AW Product Model. Number or Name 1 X34B1O16-SK,X1S1016,X1B10161X01S1010,XQ1S1016.41K 2 XL0114T1224,XLQ114B1224.2K 3 XMQ114S1224,XMQf14B1224-21< 4 XQ114S1224. X0114B1224-2.5K XI14S1224, )(0112S1224, XQ11281224-2K 5 XU34S1016, X J3481016.5K FL#36320-RQ 11119 ProductMedel.NumteerorName 1 DSSCB43.5; DSSCIi OSSCS48, DSHS 2 FCB43.5; FCB45.5; FCB47.5, FCB49.5, FCB411.5 3 FPHSO34S1018,FPHS03461018,FPHS034B1011I FPHSD3451214, FPHSD34B1214, FPHSD3461214-5K 4 LSFC2.25, LSFC4:25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC425, LSSC&25, SSC225, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5,SCB45.5, 808475, SCB49.5, SCS411.5, MSC1345.5, MSCB47.5 8 SCS32.5187, SCS62-5/97, SCS62-5M 18 SCS82.5/118 9 SCW3.25, SCW5.5 10 SJC825, SJC10.25, MSJC8.25, MSJCI0.25 11 SS83.518 12 XLSH34BI 414, XLSH78BI 414 13 XQ1S1018, X0181016-4K; X0181214: X0181214-3,5K, X078S1224, XQ78BI224-3K, XQ114S1224, XQ11481224-2.5K, XQ112S1224, XQ11281224-2K, X3481018-5K X1 S1018, Xi B1016.4K, XI SI214. X1B1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Boft 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk. head. Titan Turbo Screw Anchor for concrete or masonry Product Description 410-18 Strong -Drive X'Metal Self -Drilling, Tapping Screws with #3 Doll Point #12.24 Strong-Orive XL Large -Head MetalSolf-Drilling, Tapping Sore" with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medlurn-Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive XMetai Sol -Drilling, Tapping Scram. with #5 Drill Point #10-10 Strong -Drive XU Metal Solf-Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Foxed -Clip Connector #10-15 and #12-14 Strong -Drive FPHSD Framing4o-CFS Setr- Drilling, Tapping Screws Steel Framing Con nector Steel Stud Connectors Rigid Knea 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 -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18; #1244, and 012-24 Strong -Drive X Metal Self -Drilling, Tapping Screws .4--a N N -Cu a... U c O � O 5_O Q U_ O CU .� Cn -0 Q W E I Q CIO Q - .0 c CL Q n r NNCD CD O N C an C o ' C � e� ro f ] M m 0 Lr_ X CC cm ,- y ar O CQ 5c 3 d CP > cs m 3 CC y a 3 as cot ar m C Cr E ro a u CD 0 W r� V `CU O CL CL U O ^ 1.L SHEET NO. PA 1.2 17COUNTY VOUtUANDCURM ITRAMMUrvism NOTICKOFACCIEPTAINCIE(IN0.43 1070 Tedwhn� Dritt, 1qor&V"*#,]FL34275 scaft: ThLsX0Aj&be=gJsswd MIMUCTCOMM SECTICK J'jj*5._S'W26sft*ffkLk*M= Un* FU":33175-M4 TC736)315-2W IrC?W315-2599 docummim6misubai Med hasbeenrevw0ed and akocqwd li0fiamaiwbode C6u0yRM-Pm4=t Control Secoonto beusedin NawiDade County and odwareaswhem *Umwedby&e,An&o*ffzviqg JWia&chm (ARPt. Thix.NOAshAnotbev"af*rthec*m6mda&--statedbelow-IleMmiaa&C4D'=XyftD"CtC=LtdSecf0u (k�fi=DadeCouWf)=&or&eAW 0nw=o*w&=MzunDadeCaunty)mserve the ri vre this -&t to ha proftetmawkii h!%b--dfbrqwfty assurance -H*i$,-proc%dovmnwxWfjdgt�paifaminiheacetpW thenmubd,wvtw&mcur.theespeo&-ofsu&ted�andihL-AWom�yimnmfidelyievoke,zwdify, or nspen4 tm. use of-suchpodad oz mak.Tid within tmirjwisd�. . Jt0k reserm the tight to wmke ihis accqAw� ifit is deftmimdby]Min��C�,owAyPwdurtAC*mkdStcfwn&Mdtispwdnctornu&eAd fails to meet ibe requiramuft athe afffi=bkbWdiqScodr- ThisproductvsVprave4as &-smibahewkandhasbem d=WW to canaplywift fbeFlo" Bw1&qg.Cb*, including thit. Rijh zone- MSCRIMM: Serks - 5570/ - 2 7V- Vinyl Sidiag GUss Dow Mkinfwftd) w1wo 9* & 13.0 rmws-LM1. .4"ROVAL DOCUNW-�- Drawing No- BID-55M.9 RevR, iWed "Vinyl SlidiagGhn DoorNOA(LW, sheets 1 ftaugh 21 of 2 1, prqmedbynukm6cfum, dated 1010-VI 5 md lag revised on 0 T01M, signed and sealed by A- Lynn. Idifier, P-E-, bearing *e Knmi-Dade Co=tyPwdudC,=ftd Revi6onstwnp-wift the Notim of Acceptmenunber "d expiration date by the Vuuni-Da& Coaty. ho&d C4m&d1,S=fio& MESnXIWACT RATLNG,. Lur "d SM113ftifle 1=PaetR#dftW Lind"Itkins.. 1. See table 1 (shftt.Z) and table 2 (sheetVfbrVpficAleSGD unit sizm design pressures,. raidommustsq^, glass "s, B-1 & B-2,sheets7.4) mdancharbqvat sbeetsveq*e=rzt& in I I dtrul.6- 2- ligid White FVC% Tan 04=-White) R*wIPVCa"Brovmcoaled(Pjib*dcwbwnnated) wbdeRjgidFVCtobe 3- Egress operable4con innst con*y with um clear wuftor heigbtper-FBC wquirunaK jw apphwblr- 4, Po&et waft under separateappmal, to bereviewedbyBuildingofficial LIABELLNG: Each unit dwR bear a pemmunat I" with -the wturei'snamear lop, city, sUte and serms. wd followmgdWmmtt-?��CmAyftodwtCoodApproveCAotedhemim P*V.WWALofftsW0A 40 be camuderedalker-2 renewalqplicahanhabeenfikdandtime has beenno thange in iheapphc**buA&*code=gatw*affwAV*e,pedownweaf,tbnpto&xt TERNWgATIO,Nofg=NOA-wffim=aher*eoWabM4ateatif*ewhnbeeck a wvisicaordnir�p in The nateriak us e, and[m m I mdwtureoflhepsaftoorprocmb&aps�of*isNOAasiae=bmem�ntof �aiffd-vpwrduct� sechmoftmis NOAsballbe claft NOA- AD'VT,RTISDIEN'r-.1heNOAnunimpreceded"w"&Mam-])ade Cau*y, Flonc*and fDlbvmdby&e ybediq*ryedin adiartwinglile� If =yp)A=,Dfff1wMAis&*kyeC then it --hall be done in its eftk"y. INSFECTIOM A copyoftis eutireNOA "be idedto theuserby-1hemanuWkeser orits, disithatimt and PMV sbaRbe zvaihtW.fwiVecft=�atfiLej?b Weatd%eaqmstof&eBuiWug0flkial- This NOA mifts &reaewsN.0A#24)-"29.05 milconsiots of ftspaye I nd evi&=epWs E-1, IE-2, IE-3, E4, E-5 & E-6 as wellas appoval document muftowd abm*. Me smbuzitud documentatm wu mviewed by Ish" IL CUm* P.E. NOA No. 21-4ZISM cm t3pirat I ips Datit, April 14,1826 Approval Be t#-Ma rek 24% !#.?.1 Page I FGThMft4i"' Ilk. NOTICE OF 2. Evidence SubudWd =der prvioins.submittA A. DRAWINGS 1. 11mving No. MD-55".O R*rB, Wed -Vinyl Shding Glass Dom NOA aW, sbeets I dwm& 21 of 211. pvp2red by manufacturer, dated 10/05/15 and 12A revised on 04=0 signed and sealed by A- Lynn Mllff, P-F- B. TESTS 1. Test wpotts am 1) AirInSb*im Test, per FBC, TAS 202-94 2)U1dbfmStaWA-s'rPttw= Test LoadtngperFBCTAS202-94 3) Water Resktance Test per FBC, ITAS 202-94 4) IAW Missile Impiact Test Ver FBC, TAS 201-94 5) Cyclic Wind P=ww Loadingper FBC, TAS 203-94 along withmadwd-W 4MWiDp and inst�otld*pm ofall. PGT Indushies, Inc. repmsentatift =its listed bebw and tested toqux* Dowd 791 and Domil 993 sfficmes, pepared by Fenestuation, Tmhag LAwatory, Inc, Test RVorts No: FTL-7997, PGT PW5520 PVC Futed Wmdow (and 6 in "osal), dated 09103114 YrL-2o-2io7j, PGT SGD730 A kmamm Sbdmg Glass E1oor (unk 7 in pqxwD FTL-20- 2107.2, PGTCA740 Abon Outm*Casemient Windovir (unk ginpwpos* FrL-20- 210.73, PGT P-W7620A Akminm= Fbwd Window (unit 9 in pwposal) and Fl-L-2"107.4, PGT PW7620A Alunfom Fhwd Window (unit 10 in pwpoul) dated 07/13)20, All signed and sealed by Idalmis Ortegk PE. C. CALCULATIONS L Anchor veril%cation. cakubtions ad sMwtml analysm camptdAg wft TBC 7ft Edition (2024 dated MN0. pqmed by manufact�-'Aped and sealed'by AndmyLynnMfller, RE 2. Glazing complies with ASTMEIMAK 49� -;.2 and -14 D. QUALIT Y ASStIRANCE MiamiWDadc Departtoent ofXqpgataty and Economic Resoinces XM). E. MATERIAL CERTIFICATIONS 1- Notice ofAzc*tancc No. 1"30.02 issued toKuraray America, Inc. fortheir "TroWelt Ulftwbar, Ckw, and Color P%7B Ghm Inm*yers7, expiring- on 07M9/24- 2. Notice of Acceptance No. 17-080&02 issued to Kuraray America, hLc. for. their SentryGlaa (Cbar and White) Gbss h*rbverf" CKPff--M on 07MM. 3- Nofice of Acceptance No. 18-1106JO ismcd to rt4m Extri*ons Limited fof their '3rowu Coated 04kted or Laminated),Wlsite Rigid FVC- Exte6w Extrudow torWhW6m,and lWore, cq*ing an 095M, 4, Notice of Acceptame No. 19-1106.11 issued to0ision Exuusions Liniked tot their series,"VE I(N Tan 202L a" %ftitw shades (Nan-Vv1th*) Rigid Celular PVC ExtMor Extrusim forWindows and DoorC, expking on 12r29121- 1*arct L.0aWts, PJE. Product-Coutral Unk Sup"zor NOA No. 21-8206.03. Expiiatioa%*: Ape014,2026 Approval Date: N[areh 25,2021 Z 4 PGT Indust6es, bw. ,Mw-kC XEYTAN 1. lEvidwo sabuitted und[er pvvwus NOA A. DRAWINGS 1- M=d2dUmesAie drawings and sectims. (Snhw&W underIN10A.Vo. J141,07-04) 2-. Driwing No. MD-5570.0, titled -Vinyl Slidfing,Glass Door NOA aW, dmets I tbrquo2l. of2l.prepated bymnufacturff, d2ted.10M5/l5j:wfthmvision A dated 04MY17, sigi" and Sealed:bYA-LYnaMillet, PX- S. TEST S. I Test vq3W on 1) Unifoun Static Air Pvmw TM - FOC, TAS M-44 per 2) LaW,Kwile Unpiad Ted per FBCz TAS 201-94 I)Cyclic`Wind --.."-L�o'41id#p.erFBC,TAS203-94 -W dnwinp wd ins�Os "mm ofyinyl dd* glas dow. pmpared byFenestration. Tfttug Lab. Inc, Test RqW'No FTL 9717. dated 12M7/15, *ied and, se" by Idalmis 0r1cga,,P- E- (rest fqW wvkxd on 0211546 and 02124116) 2,. Testrepon l)-A.j-rbifikmtimTest,PaFBC,TAS2M-94 2) Uidann Static Air ftww Teslz per F11C, TAS 20244 3) WaterRedswce Tea, per FBC1 TAS 202-r%- 4) Lagge Missile 101pad Test Per JFBC. TAS ' 201-94 5) Cyclic Vind Pressin LoWingper FBC, TAS 203-94 ,6) Faticed FjWy Tat. p er'FBC, TA$* 202-94 along withmadoed-V dravviags-md instaRgia diagran ofviql sliding ghn dcw..pepaved byFestestrabon Ta0mg Lab, bir, Test XqxxtNq IFTL "- dated 1 1IM15, *wd and sealed by1daim Odelp. P-E--(rW mpiottimsed 0A01Mn6 and OWIM016) 3,� Teatepwt�w 1) AirInfiftration Tcst� per FBC, TAS *202-94 2) Qffmw Static Air Press= Test, ptr FBC, TAS 202-04 3) Water Resistance Test per FBC, TAS 202-94 4) LaW Mustle hWad Test per FBC. TAS 201 6A 77� Cyclic Wind Pasme Leadug per FRC, TAS 203-94 6) Fo=d Eafty Tat, FBC, TAS 202-94 along wft ma*ed-W dawings and installatimdqpm oftuyl sliding glass.door. pVared byFenestration Ttsting L* I=, Test Rqx* No IFTL M7, dated IMM� qpxd and sealed by Idahnis Orkgk P- E. (Test -itpW wAged an 02/1916) 4� Test tepott an 1) Air1vfi**ion TW, per FBC, TAS 202-94 2) Undonn Static Ar Press= Test, per FBC� TAS 202-94 3) Water Redomm Test, pir FBC, TAS 202-94 4) Up Ifiale Imp& Ted peFBC, TAS 201-94 5) Cyclic -VFmd Pnsswe Leadingper FBC, TAS 203-94 6) Famed Entry TesL Im FBCF TAS 202-94 *V with =t&ed--iV dravvinp and instaillation dugain ofvm3d diding glas dom prepared by Fen edratipn Testin g I-*, Inc - Ted Rq*O -No - fn W.U. date d 120 0 5, signed and sealed by Idalmis Ortegk P- E. (rest report wAsed on OlMn4 and Mlnd)- 1 lsb,aq t Ckaftia, rX. Product CoWel Vah Superriswr "A No, 214M." Upirst6wDik- AprR14,204 ApproTalbotir. hbrck"5,20:1 14 CGUWasdowsand Doom Inc,. NOTICE Of ACCUTANCE: EVIDENCE SUBN[ITTED E. MATMAL CERMCATIONS (continue) 5. Quanex Part �jMM SDKU Standard mmph* with ASIM C75 18 Mmmid Condwtn*y 0191 BW-W 1w.-W--F, ASIM F 1 WM-Pass� ASTM D3995 Orfgm-Pass, ASTM E 2190 I-G- Dw9&yNo Fog4�aw (Subm&W underpvsiwsA10A NaL 1"440. 05) 6. Quanex Part I complyn with ASTM C519 Dmud Coniductivity 2-22 BTU-W bt -ftz--F, ASIM F 1249 WVIR-Pass, ASIM D 1434 Arpn Penwaam-Pass, ASIM E 2189 LG, DumbWNo Fo& ASIU E 546 Dew Pedut DevelqMW -2OwF in. 49 hm- (Ubw#md ander NOA No. 15440ROS). 1- IAd-Paits comply* wft PVC-AAMA 303-13, Voluntasy SOXificabon. ft Rigid P*viz.0 Chlowle (PVC) Exte mi Profiles for V isim Eldrusionsv Ltd_: 4 by AAMA Fedntmbm Exterjor-Prof ile Cotifipation. Progm (SvJwWd ander NOA �N& 15- 8- Visian Dttrusiom Ltd. Parts complying with PVC-AAMA 303-13- jSvb**d sinder NOA No, IM40.05) 9- PVC-AAMA "3-13, VoUday Spedificationkir Rigid Potmmyl Cbkmi& (FVC) Exterior ftfiles for Vision EUmdws, Ltd VEX-1 by kAW Ferm&9son EAledor Profile Caftificatin Pwgrjm 10, Notice of Ameptance No- 18-1217.14 issued to Encqo fenestration SolAnk USA, Inc. for their -Tan 3040 & W *ad# (non-wW) White Rigid PVC Exterior &Uvfms for Windows and Door!r, expidag on 02AKQI. IL Notice of Acceptance No 1"122,02 issued to Emp Fenestration. Solutim USA, Inc, for then senes "VAdft Rigid PVC Extedor Extrusions for Windows imd Doorsr expwmg an 02t2W3- 12- Notice of Acceptance No issued to Eneq;i Fenestratim &*bm U-SP, Inc- for thew 'Brame & lot shade cap tasted Whhe Rigid PVC Exterior Examsons � for Witidows and DaoW. evpidog on 0005, F. STATF-ML-N7S 1. Statement letter of confbammice to FBC 7* Eafien (2020), dated 04122M issued by tnanufactum, fWed and sealed by Awbany Lynn Milh!L P.E. 2. S taleuxW letter of no f kumcial. interest and of Wkqmdent, mood by manufackwer, dated 04/19% s*ned and sealed by Anthuay Lym hfifier�. P--E. 3. Private Labeling Ageemient document between PGT dated -03/30115 and wynd by 0 G. OTHERS 1. MisNOArevisoNCLA#17-e42oo6(PWw)CGI)=dupdates.toYBC2020(7*EMon), eapiring M01- 2- RERTest pupouls-#119-1155 dated 01110M VF*ved bylshaql- Ound;kPleViring pm&" -coafta tTu* sq�r ING& iva� 21-620-w Expiration Date: April 14,10-26. Arpmml D, Im Alirch 15, 10-11 E-4 N017CE OF ACCEPTANCE: IE17EDENCE SUB11ffTED B. TESTS (iondnuW) 5, Test repmt on 1) Air Infift2tim Test. per F13C, TAS 202-94 2) Umfim Static Air Poware Ted, per FBC, TAS 202-94 3),WxterRaistance Tea, per FBC. TAS 202-94- 4) Lvr Nh;sdE ftpad Test per FBC, TAS 201-94 5) Cyclic Wind Premm Loadingper FBC, TAS 203-94 6)]For.edEMyTest,_perFBC.TAS,202-94 along wahmzW-W *wmp ad mgallatm diMm ofvmyl duling glass 400r.pepared by Fab6shition Testmg Lab, Inc, Tea Report No FTL W49,42ted I IM0, signed and sealed by-1dalmis 0%teg;k P, E (rest repw mvised an "M and 02/1 V16) C Testreporton 1)AirlDfikrAUMTCStperFBC,TASM-94 2) Unifim Static Air Presswe Test, per FBC, TAS 202-% 3) W;sterResislance Test, per FBC. TAS 202-94- 4) LaW Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind We== Leadingper FBC, 1kS 203-94 along withmadmd-W &vmp and instaillation, daparn ofvur,4 shdmg glass door. pepared byr Feneshafton. Testft Lab Inc., TestReport No FTL Wt dated 12ftq5, qped and sealed by Idalmis. Oitegk P. E (1est fepW revised on.0211512016) 7. TeAreportan 1) Un&M$ta*r"ft%=e Test. pa7FBC, TAS 202-94 2) Large Miss& Impact Test per FBC. TAS 201-94 3) Cyclic Wind Resswe lmdmgper FBC, TAS 203-94 a1mg w0madwd-W drawmV and tagallatiou. diagram of%m*l shdmg &% door�pvpazed by Fene&-Afim Tating Lab, Inc., Test'Xqxnt No. FTL 66M (s=Vks A-1 thru A-2�), dated 11 /19/10, signed and sealed by- J*e A- Canso, P. E- �Ubj~ under NO.4 AT& 11- 9 Testreporton I)AirbOtmtionTest.perFBC,TAS202-94 2) Uniflom Static Air Psessure Test, per FBC, TAS 202-94 3) Water Resistance Test.pu FBC, TAS 202-94 4) LaW NfisWe 'InVact Test per'FBC, TAS 201-94 5) Cyclic Vilmd Pressme Loa� per FBC, TAS 203-94 6) forced Eafty Teax per FBC, TAS 202-94 alopgwithmasked-up NM 2nd instatUahon dapm ofVWsliffi pwpared by Fenestmfum Testing. Lab, Inc, Test Rq)mt No- YTL 6337 (umpla A- I tbiu A-5� dated 12ftnO, s*ncd and scaled by Jbfp A- Canso, P. E. (SWhwimd under NOA No. 11- 0107,69) C. CALCULATIONS 1, Anchor Vqffication eakulatiom and structurg anak bompb - q ym 'A wi&FBC-2014, byPGT,' dated IM/15adlaammed onOV15/10 qp"andsealiedby A91h=yL lMer, P1. (SubiOW in*rNOA No.. IS-1,21a 01� 2. Ghzing com&% -with ASTME-1300-W- Z4" XA*4q I Chands, PX. Product cover.1 uNk Supervisor Approval Da"i March 25, 2"21 PGT bulustrksi lw-. NOTICE OF ACC"TAINCE: JENUENCE ,3,. NeWlEvidenct Submitted -4" DRAWINGS 1. Dowing No-'ND-RMO Rer B, titled -VW Sliding,Glass DoarNOA aW, sheets I dwxj& 21 of2l, jurpared by mam&duw, dated 10105/15 and lag revised an 02A)Ial. signed and sealed by A- Lynn Mer, P.E. Note: lbs revimm cansistsreplacemew ofsame custmg ma2ilation. sum witkIlat head- B. TESTS 1. None. C. CALCULATIONS L. None- D. QUALITYASSEMANCE 1. M210�Dade Department of Rmplatoty and Ecmomc lt�esourccs. OLER)- E. MATERML CERTIFICATIONS. L Not ice of AcceptanceNo. MWS.62 issued taKttway Amerim fac. -f(wflwir 'wrrosifolf Ultradear. Clear, and Color FV13 GbssInterbyeW, eqmg on 07MV24- 2- Notice-o- of Accevance No. 17-080&02 issued tvKv=Y America, hit. fortheir "S kaftyGlast (Clear mail M&P) Gbn hterUytri", c"ing on 07MQ3 3- Notice,cfAamptanm No- 1&1106.10 issued to Visim EMLsiom Lkafted for theii -Brown Coated qlainted or Laminaud), Whice Rigid PVC Faterfor Exalidwas for Windows =4 Door%-, ex g no DMM+ . pm 4- Notice ofAcotptancieNo. 1&1106.11 issued to Vision Extrusions Linsited for dwir series -Ift 1000 Tan 2,02 and lighter dLides: (No&-Whi W) Rigid CeRidar PVC Exterior Extru4ans for INUdows and Doors'% apiriag on 12M1. F. STATEMENTS L Statement letter of coaftemmm to YBC 11* Editien (2020), dated 0210MI, issued by "I I lufacturer, signed and scaled by A*hmyLymn bfiller, P-E-' 2- ftvate Labehog Apectneutdated 03MCI beween PGT lubWxim I=. and CGI Windows and Dom Im, sigw d by Dew X R=*, PY-- V.P. Ej*� on bdmW of botheoppanin. G. OTHERS 1. Miis,NOArerim&X*UMN0020-0429.05(PLil-w/CC4apiciiigO4n4/26. 2. 1he tment associated PLA CGI fik e3#ing MINX 1 -6. 10-7 (� Z41n-11 L"q I aksawis, rz. Pmdud Cfthmt red Supwris" NOA N% U-096M, Expiration Datez April 14,20ii Apporaval Date.- N6 rt'h 116� M1 PGThAwM*s,1qc. NOTICE I 01FACCMANMEvv7]1DENTE SMITTEI) D. QUALMASSMANCE I.- Mani Dade Depatmicat afRegulatory andEconomic Respusces (M)- E. MATERML CERTIFICATIONS I w Notice ofAccep=w No- 15452&14 isszwd to Vision Emusion Lnin-ded fiwtb&, Wbke Rigid PVC Exterior Extmslons for Windom and Doors-, dated 0&13/15. 19. 2. Notkr,,ofAccq*a=eNe.164920.0$kmedtoVisknExhusionLknitedfwtheir"NE 100 Tan 202 a ' nd h&er Shades (Non-MWo) Rigid PVC Exmiar Extrusions for Wkw1ows and Doers", dated M3116, ex0ft.on- 11219121- 3- Notme of AcceptanceN'a 15-W2&15 mied toVidw ExImsion Limited fortheir Brown Casted (Painted or Laminated)'%like Rigid PVC Exterior Exhusions f" Windows and Doore',: dated O&q 3/15, aWk* on-09/30119- 4 Notice ofA=pta= No 1"712.02 issind to ENEKG1 FenintmfionSolutiow USA, Inc- for their -TAN 3040 and lAoter, Shades (Non -While) Rigid PVC Exterici ExWnskw for Windows and Doore dated 09115116- aWWag an 02ffl4t2l. 5� Notice ofAcceptanceNo- 1"712.04 issued to ENERGI Fenestrafm Solutions USA, hr- fortheir"Bmn and L10ter Shades a(Cap Coated Rigid FV C E#erior Xx4vsiow for Windows and DeorC dated 09115116,� eqiring on 041160. -6 Nohce ofAcceptance No- 104n2.03 imied to ENMG1 Fenestratm Sdiubons- USA, Im for their"With* Rigid PVC Extnw Exumsions for Wndows and Doosi"dated 0&40/17, eVidn on 02M.& T Test reports No(s). 10-OW-79AA), Ma$4M27, 5357�349, per ASINE-94, ASTAM1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite ntaterial (Submwed under AYO.4 AT& 11-0107. 04) 8- Notice ofA-cceptance No. 144916.11 imsed to Kuraray A=dca., Inc. flor their -SmnTG1as& (Clmw and Wkim)'Interlityer", cq** on 07AW18. .9. 'Notice ofAccqptance No. 1&1117.01 issued toKarmay Amerka, Inc- fortheir 'Trwffott Ubt2dm-. Clear and Color MB fawlaMC, cq*ing on WM9. F. STATF-N1ENTS 1. , Statemeot letter o ce with FBC-5'% Edition (2014) and FBC4*Edfim (2017� issued by m2nithcturer; dated OW14/17, *tked & sealed by Lym Milles, PY- 1 Stgementlefterafto hmmial interest. dated 04/18/17, iss� byun kturecsigned & sealed by Lynn Miller, ?Y- 3- Letter.of tab complimme, patt ofthe,abcm test seposts. 4. RER-Test Proposal No- 17-0397, dated 05/05/11, signedbylslaqChinda, PX- 0. OTHER L Nqt�ceaAccqftio--.No.15-1210.0l,ioWtoPGTIWmaimfor-ttx,irSeria -55701277rVt"iSMiagGI=D"r(Rebeforced)-L",aMWng.onWl4t2l- ';"7 � 1*" L amada, PX Product controi tik Supervisor NOA r". 21-41."A3 ExviratimDaw. Apri114,106 -&-a CL) a) -FU > -6-0 C-) C) 2 C5 0 -1Z CD 0-0-0 0 = 0 2 0- q M C .0 U- CU 0 CU %+- 0 CU > CD — Cn -0 a) E L- 0 L- 0- CWU 40-2 124 U) W mi ku Cj CZ am LA- C= C", C= eq CP cc wl .0 cn E Cn CU > 0 > L CL 0 0 < - 2 co L) CU M =:3 -0 CU < Z z SHEET NO. PA 1. 3, May 27, 2022 1 f • �i !1'i• •111111W. 'I.I.'1 1111 _ _ _II L __ II j _ _. 1 _1 MIAMF MiAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 118Q5 SW 26 Smet, Room 208 BOARD AND CODE ADMINISTRATION DIVISSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www.miamidsde aov/economy Cast -Crete USA, LLC 63U County Road 579 Seiiaer, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. I#L-fi- �. /�� NOA No. 20-0630.15 %MMODExpiration Date: 09/11t2023 20) Ze to Approval Date: 08/20/2020 08) Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT461 Z, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4' , 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. F04612, titled "Precast and Prestressed Lintel Details-, sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & I2" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Manri-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. r, P.E., M.S. Pr uct Control Section Supervisor NOA No. 204630.15 Ezpiration Date: 09/11/2023 Approval Date: 0S/2on020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables' sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepares; signed and sealed by Craig Parrino, P.E, on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1. None. 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Mami-Dade County Department of Regulatory and Economic Resources (REP). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER,). 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. elmy A. Makar, P.E., M.S. 4�:' Ielmy A. Makar, P.E., M.S. Pro Control Section Supervisor Product Control Section Supervisor NOA Na 20-0630.15 NOA No. 20-0630.15 Ezpiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08R0/2020 E-2 E-3 � Cu > O C U O O O N c ca. to O -a a- .� U � W CD t; CU Cii in 0 O = O � O LL C) O M p CU > . N L O CL Cp H - c U Q a z z W J N 0 sv c o) e, -- 0 4 �rQ a� c N Z Manx LL. c cz >_ a !V t d N -O+ N Y �s d E -- CU o u ._ a 3 3 i m a. -92 ca y C A T H d� C � O a C.1 I­ O Cast -Crete USA, LLC Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Muuni-Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -r-+ 1. None. 1. None. = Q± F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Uf) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. co 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. C) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of > Q 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. 0- LT4612, titled "Cast -Crete 4", 6"& 12" Lintel Safe Load Tables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �s, -6-4 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. B. TESTS 1. None. < CL C. CALCULATIONS 1. None. D. QUALITY ASSURANCE ♦� U CU m 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER CU 1. Article of Conversion for a name change. O w Cmenny A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20l2020 -� a E-4 E-5 May 27, 2022 SHEET NO. PA 1,4 E S 1LI ECO INc. TILLIT TESTING a ENGINEERING COMPANY WATTRR A. TILLTT, ip-, P.6. -- L1teDD�aol.Com FLPIL. I.INIHr Yo. M741 PL CA Lj._ Nu. IODCTI9 PRODUCT EVALUATION REPORT REPORT NO.: 20-0726.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products I.L.C. 4800 S.W. 51 Street Davis, Florida333114 1- PURPOSE OF EVALUATION This is a Product Evaluation Report Issued by Walter A. Tllilt, Jr., P.E. (System ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 81G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has bean verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. ENIDENCE 3UBMTTED, 2.1. PRODUCT EVALUATION COCUMENT (P.E.D.): Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2812020. This drawing is an integral part , Is Evaluation Report. �"e+```�"rcp A`r%(4� 4®r. *, NO-44167 S,L'�S `'top..IDR ,•�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 - Arks/ A SS PROD TIC r EYALU&UQ3 R-El!0lT NLI. 20.0724-D1 2 22 TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Coda. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-669 dated 08/09/1998, #96-570 dated 09/18/1996, #96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-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 Storm Panel for maximum panel length vs. design wind load, 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 03112/15, signed and sealed by Walter A. Tilsit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. 4—MD 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, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176. 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. 0.), drawing No. 20.178. 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, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. �o��PIA.FTIIti \"ENS$- ••! yy 167 ; * 11r 7 'J STATE OF All ��y'r•,ey S �ONA� apR.pt>Laa.[• . 83) N CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. SRICCO OR WOOD BCARDS BE FOUND ON THE DUSTING WAL., ANCHORS SHALL OE LONG DOAN TO REACH THE MAN STRUCTURE ODW SUCH PANELS t. WORN PANEL SHOWN ON THIS PRODUCT EWLOAYON OOC JMOT (P.EO.) 1M4 BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE 9ANA BE AS MENTIONED N 0.1) AM N 8.2). ACCORDANCE WITH THE 2O20 (7I, EQnION) OP TIE PLONOA BLMDNIO CODE (C) SPEAS OCIROSIREALL M DETERMINED PER SECTION t82OOF THE ABOVE /E)11IOIIED CODE - t/4 7APGON ANCIMRS, MUNFACRWIE6 BY I.T.W. BULOEX. WC. - #14-10 PANDAMTE FDA" 0 AND PAMELMATE PLUS ANCHORS. AS ~ACTURFD BY EL.W CONSTRUCTION PRODUCTS. NWWOO PEOB FOR FA FOR A WIND SPEED As REOARFO er THE JUWIE0oT10N WHERE THESE SATIDIS WALL SE NSTAAED Ao THE FOR A DMCTKWARY FACTOR Nd.0.33_ USING ASCE 7-16 AND SHALL NOT ETICEED THE MAIMRI (AS.D-) 1//L LAG SCREYHS PER N.D.s. DESIGN PRESSURE $AIM INDICATED ON SHEETS 7 111011.1' 12. 14. 15. 16. 19 k 20, - 7/16'0 . 5/6' WOOD SUSHwM. As DISTRIBUTED in ALL PORK SCREW, BOLT A SPECIALTY w. IN ORDER TO VERIFY THE ABOVE "C"On"N. ULTIWIE "M WIND LOADS DETERMINED PER ASIDE 7-15 C.1PENETRATIONNO OD MINIMUM THREADED PENETRATION WOOF TAPCON ANCHORS SHALL M 1 1/2' AND 2- FOR MCO PANIMMATE PLUS P SHALL SE AST REDUCED TO A.SD. DESCN ARID LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER ID AND P441MALE FEMALE. 0. COMPARE THESE W/ MAX. (As.D) DESIGN PRESSURE RATINGS INDICATED ON SMEIS 7 THRU 12, 14, 15. 10, 12 A 20, C.2) MINIMUM TH+INAOED PENETRATION OF LAG SCREW, SAM THE WOOD FRAME UNIT SAIL BE 1 1/2•. NO THREADED IN ORDER TO M36FY THAT ANCHORS ON IRS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 332 INCREASE N ALLOWABLE STRESS FOR WIND LOAM writ MM USED N THEN ANALYSIS. FASIENQMS SPALNNG TO WOOD HAS KEN DETERMINED N PENETRATION RAW STUCCO SHALL M CONSIDERED AS PART OF THE REONED THREADED PENETRATION. ACCORDM/CE WITH N.O.S. 2018. C.3) MINIMUM EDGE OWANCE 0I LAC SCREWS. I1`10 WOOD SHALL M AS IODATED IN THIS ORAMRR: STORM PANEL'S ADEQUACY FOR (PACT AND MIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE AEGIS MENM" CODE AS PER MMGLNE ENCNEDWNO k TESTNG INC. REPORTS WSW. 95-570 A 96-T30 AND ION W CA) IIN'IMUTA PENETRATION O WOW BU51•NG SHALL BE 5/6-. T/4' P-20 SCREWS USED SHALL M 1 ,/i' LONG MINIMUM 1/ FOCSIRATION TESTING LAIL INC.. REPORTS #2032 A 02126 . AS PROTOCOLS TAS-201. TAS-202 40 TAS-203. SHOULD STUCCO t' WARM FOR WALLS HARM 5711000. AS WELL AS AIHRCAN TEST LAB OF SOUTH FLORIDA REPORT #0219.01-00, AS PER TAS 201, TAS 202 AND TAS 203 STANDARDS. CS) N C.4sI CASE THAT PRESIRE• ON PRECAST CONCRETE PANFRS, STUCCO 00 WOOD BOARDS BE FOUND ON THE OOSTNO 2. ALL NAAWAM EXTRUSIONS TO BE eats-R ALLOY AND TEMPER. (UMEW OTHERWISE NOTED). SEE SHEET 2. WALL ANCHORS 94ALL BE LONG ENOUGH TO REACH THE NON InI UCRNE Mae SUCH PANELS. ANCHORAGE DNA BE AS MENTIONED N CA). C2) At CA) 3. AL ALUMINUM BEET METAL USED AT CLOSURES SHALL HAVE 3105-1474 ALLOY. (0) ANCHORS SHALL SE INSTALLED FQIOOK ALL OF THE RECOMMENDATIONS AND SPOWICATIONS OF THE ANGMR'S MANUFACTURER, 4, AL STEEL SAW META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-603 GRADE 50 MINIMUM. G-60 QKVAAp2ED SNFA DESGNIgiON W/FY- 563 Y.I (AFTER ROLIED). B PANELS MAY AM M NSTAU,ED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (BEETS 4 THROUGH 6) EXCEPT THAT HEADERS 0 At Q SILL NOT M USED. S. ALL SHIM TO BE STAINLESS STEEL 304 OR 316 AS SEHIEs OR CORROSION RESISTANT COATED CARBON SIM AS PER ON O W/ 50 pH YIELD STRENGTH AND 60 Ili TENSILE STRENOTN 6 SHALL COMPLY w/ FLORIDAUIDNO CODE s, IT 9 AU M THE RESPOdMM OF THE CONTRACTOR TO VERITY THE SOUNON93S Of THE STRUCTURE 5 NE ERE SHUTTER TO BE SECTION 241 33.4. ATTACHED TO NSAE PROVER ANCHORAGE. THIS S V TOR SILL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRNFRAMESEON SULDOM. 8. BOLTS TD M ASTM A-307 GALVANIZED STEEL, OR AST 3w SERIES STAINLESS STEEL. TWIN >e I•i MINAM YIELD 10, EACH REGULAR STORM PANE. WRIT UDIGOS OVER 9•-8 THROUGH 12'-4-. AS PER SECTIONS C & 9 k 10 AND ALTENMiNFS aW. 7 ANCHORS 1b WALL SHALL AS FOLLOWS 9W A NOW ON SHEETS 5, 8 k 12 RESPOCTNAY: SHALL HAVE A LLGBLE AM READILY VISIBLE N BLE MASON OWNER OR TENANT TO SECURE PANELS WITH NPLrAME REINFORCEMENT "M PERIODS OF HURRICANE WARRING. (A) TO 005IW10 POU80D COMI'3HFTE; 1t. THE NSIAlATIGI CONTRACTOR IS TO WA/(+MAX AL SHUTTER CaMONENT EDGES WHICH REIN IN CONMUOUS CONTACT WITH '. TAPCON - T1 ANCHORS AB W~ALTURED BY I.T.W. SADEK. INC. (Mo, rc 3192 P&L) THE WADING TO ►AEIRDT WIND/RAN INTRUSION. - 1/4- I . 7/8' CAR -IN ANCHORS, AS MANUFACTURED BY OVINALT INC. (MIN. rO-30w PxL) - 1/4'• . 3/4' SOUO-SET ANCHORS. AS OISTRIBNEp BY ALL POINT SCREW SPOILT A SPECIALTY CO. 12. STORM PANEL INSTALATIGI SHAWL COMPLY WITH $PEES INDICATED N THIS DRAWING PUTS ANY SAUMNC AND ZONING RECUTATKNS (MIL r-3000 P►A) PROVIDED BY THE JURISDICTION WHERE PERMIT 5 APPLIED TO. - #14-10 PMELMATE FEMALE 0 A PARMAIMYE PLUS ANCHORS, AS YANLR'ACRNED BY ELCO CONSTRUCTION PRWUCM 13. (.) THIS PRODUCE EVAWAT IN DOCUMENT (P.E.D.) PREPARED BY DIS ENGINEER 5 GIDIM AND DOES NOT PROVIDE NFG MATIDN (MIN. 9*s-3350 p-&O - 1/4•9 CF TAP -OW ANCHORS. AS MANUFACTURED BY TAU -FAST CORPOPATIOM (C-MOD p..J.) FOR A SITE SPECIFIC PREECT: Le. WHERE THE SITE CONDITIONS DEAATE FROM THE PEG. CONTRACTOR TO BE NEWONSW FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIVE SAFETY a THIS PRODUCT Ai) MINIMUM UIBFDMENI OF TAPCON ANCHORS INTO POURED CONCRETE STALL M 1 3/•^: 2- FOR PANEIAATE FEMALE(•) BAS® ON IHIS PF.D. POW= HE/SE DOES NOT DIVATE FROM THE CONDITIONS DETAILED ON TWO DOCUMENT. 0 AND PMDAALTE PLUS AM 1 1/4- FOR CF TM -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE 6 THE CONT 0R`S ACPVMSIMTY. A2) GALA -IN A 90UD-SET ANCHORS SAL BE EMBEDDED 7/e• Nro THE POURED CONCRETE. NO EHBFOYENT 6R0 (A) THIS PR=RT EVWLWTOM DGCWENY WILL OL CONsiono NWOD F MOWSED_ SnUCOO 944L M PERMITTED. 1/4• A-20 SCREWS USED SHALL eE 1 1/2- LONM MINIMUM 94OU LD STUCCO OW. ND t' MINIMUM FOR WALLS WITH NO STUCCO. AM MAY SE HEADED SCIREW5 OR AL T6READED SCREWS W/O HEAD, (d) SITE SPECIFIC PROJECTS SHALL M PREPARED M A FLORIDA REGISTERED EARNER OR ARCHITECT WHICH WALL BECOME THE BUT WITH MNG NUTS ENDOW Or RECORD (EOA) FGL THE PRDJER AM HAND WILL BE REWOOW FOR THE PROPER USE OF THE P.E.D. ENIgNQR Oi RECOO. ACTING As A DELEGATED ENGINEER To THE A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE FOAMS. PAVERS, STUCCO OR WOW SOW0S BE FOUND ON THE P.E.D. ENGINEER. SHALL SLOW TO THIS LATTER THE SITE SPECIFIC DOW MS FOR 1EVEW. EOSTNC WALL OR FLOOR, ANCHORS SNAL BE LONG DIOLIGH TO REACH THE TAAN STRUCTURE BOWM SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED N AI) NO N A2). (0) THIS P.E.D. SILL BEAR THE DATE AM ORIGINAL SEA. AND SONATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. (9) T? U=W tYy I ASTM -an: - t/4• P TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. SULK, NC. 14. SHATTER MMAFACLIRERY LABEL SHALL BE LOCATED ON A READILY "SMILE LOCATION a STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDASUALDWMD CODE ONE LABEL - 1/4' 14 7/3• CAA -IN ANCHORS, AS MMAFACRHIED BY DEIMALT NC. (MN. ('4-1500 Pai.) SHALL ESE PLACED FOR EVERY OPDAO. LABELING TO COMPLY WITH SECTION 1709.92 OF THE - 1/4•0 13/4• SLID -SET ANCHORS, AS DWF4K O Or AL POINT SCREW, SOLT A SPECIALTY CO. FLORIDA SWLDIG COOS. (MIN. ri 1$GO PALL) - #,4-10 PANELMATE FDA" ID AND PANELMATE PLUS AN040M AS AUMFACRRED BY EL.CO CON near ON H11AN THIS THIS Owsm SHALL ONLY 8E UBED ro PERMITS N THE STATE OF FLORIDA PRODUCTS (MN. rc-2071 p:.JJ - 1/4- I OF TAA-DRR' ANCHORS, AS MANUFACTURED BY TRU-FAST CQRPORATON qER A. TI 4i 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ODD PANELAANDP -GIP AAOHNOR, D a TANro THE ''•uC i FLORiDA BUILDING CODE K A "WeRy NYMec BLOCK UNIT WWI M 1 1/4-. •; nap IILMA s 20 0AW GALVANM STEEL STORY PANEL No. 4 187 B.2) CAK-IN k SOLID -SET ANCHORS SAL BE EMBEDDED 7/6• INTO THE CONCRETE 9LOCK UNIT. NO IIFTO STUCCO SILL BE PERMITTED. 1/4- .-20 SCREWS USED SHALL M 1 1/2• LONG WARM IL� PROTECTION PRODUCTS, LLC• H PRODUCTS EXIST. ATM i• MMAN FOR WALLS WITH NO SMCCO. -W.. C7Ar ne `� _-- _ _ _ - n w°'A10oE ED' IEOLMIm. I I 2 C 1 1 1 1 ,K 1 1 b aAR �� m Wuac ; 1 q 1 , 1 ) 1 I i 1 R EXISTING; POURED iCONCRETE op MEDIA V D. ; 11 I aTLC • 0 .ESE' CONCERN AIDH S sMOSOwR W/ RA— aca THE all Gs SHBTHROUGH s) SCAN %,• INSTALLATION DETAILS FOR REGULAR PANELS & (2 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES mm, ANwHDM wInEE ANCHORS•ows It tw,6M •) 240175 6 AGH011.I---C.D. mHaOs ANCHORS ` otm9IO POURED 1. JJ) MALtls A "Ame" in OOANCIEIE RE0UNm1 TI ({-- '� �, MY , 7 al�r, , -- 1/T•� 1 /`• I WFt • t I e \ rdra i 3 1 R-, I Z AM SOOM R3 Io qO t 10, ftlsAWA R,t 1 ,I 3Alo QEIE AAM BLOCK 9) SCAN 3/6-t' SAE 3 t' E.D. -[M DISTANCE (SEE SCHEDULE ON SHEETS B k 9) NOTE iD,R Ca11B9M1idl OF AraHr,c• TOP I BOTTOM BIOI AY TO GUN 8E COMBINED IN ANY WAY TO ARC All l INSTALLATION. 2 PanDtt"TEV ■ TAT[ONR>•PW3WEN0 204mm 3 S. MA .RIAL CNARACTERiSTICSANO SPECIFICATIONS: Shall be strictly, in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing 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. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1026, as well as General Notes # 1 thni 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared by 711teco, Inc. and signed and sealed by Walter A. Tildt, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0008719). N. Tltvy I . as: • JGENSF *1n 44167 s_ ?IIV�o' STATE OF :iA WATILL D:1 TILTECO ADMON RECORDS l P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIIWD STEEL STORM PANEL DRIAG W 20.170I REPORT 820-0728.01 ILI ECO INc. TILLIT TESTING & ENGINEERING COMPANY WALTERA TILLTT P.E. ti€ ' PRODUCT EVALUATION REPORT R,7.ET—Ni.4 67 2LCA.lkmW VWtN06t14 REPORT NO.: 2064727,02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4300 S.W. 51 Street Davis, Florida 3331E 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 11. PRODUCT EVALUATION DOCUMENT (P.ED.): Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL`, shoots 1 thru 18 of 18 prepared by Tiiteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte$�btlldM�+lfir Is Evaluation Report. a` 167 STATE -OF iaz sprF :FCORIDA Cs��� 6355 N.W. 36th Stint, Suite 305, Miami, Florida 33166 - Phone: (305) 871 1 ;y-X#A(3 A89�-1531 ANO (TOTAL ,101N�— -•^- j r- —t&IW t70TAL WWH}--- _ i , i--13 0•--I 1 ; -1• (- "} /' 1360� 0.03A' MN tHILW 1.3�^• AM A-41141 z.6S� OAWSAt[�0 Awl EDGE/ t 2� i TYP. is37 � a-40 QM E TACK t 7'7P. m A-rs EDGE . .J EEDGEE Grim go MMIMw DETAILJ , � MrAE 40.E 0-000. A L.___\ AA _____________ �AAL. d STORY PANEL ® END STORY PANEL 230• _ - 2.t8i�q ,.lw' .7b� •12S'-..730' Ya ~SOMa 3D41{GREIFA •t2S' W/ mom EDGE ( .NCO- A, - E - ,L MSTUO OLE � ILL IL SM '��J -J 7yp :- r 12 ,/Y of t2 1/I' O•C. - . &Q.oe' 34!W A0.7' a3• � .W3• - � 2.1100' laoo' (_.- /.51Or v zSD• / 2.1 A97• 2t { 1 OEi�AW J�5 R 370 6 .3775 ,23" ISOMETRIC YIEW DETAIL A <�A -- 2.00O' 2 ROUNOED CORNER O ENDS OF PANEL'S END LP wHEMMED EDGE. (N.T.S) AcO WhW HEADER 0 •U• HEADER O4 �j( ® ANGLE WITH STUD ANUE WITH—' 8a DID. E j i/Ea A 2/14 I ry► TOP mOE �4• .Gilt' 'S• .a•••-�.750';r�-�� -.._ r "),SRO' �DF iAEI .180' _7 ., - �T0' t25`_11 4 AW I3P,s Po 1.4P.T.OB3' Car 1 HIRE. t2 t/Y O.C. j —J 1.971• j 1b ,. •�' 1343' 062• /900' I; A1H HHOtE FOR `_ j _ 1.063• j I �, t.0i5' II �. nDTr i1 ON"A57- OW I - Mk .=* L000' • 7.ow O KEY HOLE WASHER s25'• Da3 Air TRACK ANGLE ® ,3/,r •f Tam © FIAT PLATED mew (1Mh) , �a94 WITH STUD J44*CALVANQW _� I ill: A, T INA, VIA` LOW CEN 375-0 -1 V! •I No, 44167 PLORIDA WILDING CODE Woe NurtiaDn• Z•n• �1 M. /OTTNA L-_ n= .1 WIND TED WING NUT --mOE GF NNa -$.. .6n6 KIImW INc 20 RACY GALVAMM STEEL STORY PANEL arwi N: ® KEY HOB ��F :2..O.OWB.•,—' ." DETAI(. 1 AT PANEL s �... ------ IL E C O Eae. CLOUL PROTECTIONS PRODUCTS. U.C. e sow 2 Xf Al /L At6MATllar�UK wW6 cur W/pT / Aa Fr R r s,r tow PMM. DNMMA`W-0N0. fW' 054)001-M 20-176 ALAilWA AN/a r• momoLow WISER W/ ADDITIONAL ,A,., Oral wT-.AI. W., iW 1 -,�N, .,. _. .. wore M. -- -- _-- • IHVL all. llfilLL PUTFD 6'76LJ• L !IL/wOLWUME/00E '1. Pt w61 I Win n REDBLOCK ) 1 I 1 ) °eAWq`-' j rMRwanT d I mow': , ;`tot m ova � 1 CO,�"IIpAa[IE d1� ) HCONCRETE9 DCICONCRICTI 1 DOOM I _ REOUMB COMM ► cm SO ON WALE 3/8-1 OPONOC ID • NO 1' WOE . ,A MO . 1/8v _ A % TICK ALUM. TM OR i• . • / r-WOE' OT BMW/ P.T. WOOD PUCE SPACER Ej WIDE . %V= . 1/8• f MAIM. TUBE ON 1' . VAMM / ,.PT. 11000 K TE SPACER �j-. W08ANCHORS (SEE WNMKE am 1M CONCRETE' C.M. CONCRETE KOCK %4 Ww a iA1VW %W 7 Min. IEO ltm "Mon Hawn. SECTION X_X 111 3/8-1DETAIL R RUM REOUMM AT TOP OR - rrs� 1•j 1• MIn.1 • I 3 i i , I 1 a I sty A• I ,/Y s Wrrt�s _ «L r ( }p 1 -► - = - _J 1 NIII N'. afyNE 3/1MI•v � .gf� c•Nar a (PI AN) f VI• 9NWWE S/,6.,• 'r•TTi i'r` Y�i. &A,". J'ir•3w=e I 4ANM wMI, s Ti'ii' w t Ina cA� a/1e CASED (PLAN) SC/N.i 3//hY ---OIL WSL OMA Al1O6J as . 2 r'tZ./i,.ap®� E.D. EDGEOBTANCE coo" a MW T a ' (SEE SCHEDULE ON Alr� rDR rDWLeINILT1DN � SECTGeIs: TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUn ANY CASE E [PLAN) INSTALLATION. ...-._ SAE 3/-Nth 2 Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E330. 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 26, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.0140, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-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. 1OKMA318, dated December 1, 2010 signed and sealed by Jerry Jaclofeno, P.E, as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysla, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tiilit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 2111 24 Gage Galvanized Steel Storm Patel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. O'er• �®' 1/4. , MUC GIP 2/4, 3/4. 4/4. 5/5, 7/5. PRfIDLiCI'1lV�r.11ATJAN AF,pQ1QTA0. 28.0T27 NA2 3 5. INSTALLA TION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1S. 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. IAA _MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D,), drawing No.20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tdteco, Inc. and signed and sealed by Weller A. TiIIN, Jr., P.E. 7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Tidit, Jr., P.E. (Florida License No. 44167), President of Tlfteco, Inc. (Florida CA-OD06719). � z WATILL �L O gg77��� pppp D:I TILTECO ADMON RECORDS 1 P. E. REPORT.20 l GLVSAL P I'�N PJLOODCTS, GALVANIZED STEEL STORM PANEL IDRwG020-n81 REPORTC20.OT77 -_O,t�..''''CCORiOAA,• -- I 1/4, 2/4, 3/4, 4/4, S/S, 7/5, t. - fW/10, 2W/10, sW/10, 4W/10, 6/5 5W/10, aw/it a 7w/11 _ANCHORS; MR CONCRETE SEE SO4EM .E ON SHEETS 8 At 9—"_— FOR WOOD SEE SECTIONS ON stem 10 A 11 REGULAR STORM PANELS n & Q ELEVATION N.T.S. 1/4 2.4r • Ma. CAP �AP -a (� Q,WNW W"" �r i I' •J,••., 44167 :•W am"Mire° NO IL E C O rrle.at 20 SAW GALVANIZED STEED. STORE PAiEL NR:� N OBAI PROTECTION PRODUCTS. U.C. 41•A HAIL 61 SWAV w:.•. ..IWa R cur H.-' PW M'rA oral: 20-176 OWN" RN JJJD� •.•, FAps DR1 , • N .. wa,c (6N)»a RAW. PN)1�-NWT • �A• R • I. Aw w6f 7 was W LM A 'up t.. P.Enom Lk, 441, ^�^J' ^W W O W U N Q 0O .�ca4.- C\ W O M Cn i a 20 C. U U 0 LL_ p CU > .� E 2 Q i 2 .� -;U_: Cn U- Q Z Z W J J . ct L t � Q ffl N LA- k c d o ti a N .c O N •� W Y w3 C2-:5 E c c C2 3 cc 3 a3 CD J2 .3;(1d N C 1� c E O O CL La INSTALLATION DETAILS FOR REGULAR PANELS I''1i A C1a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE BLOCKr-1 wNCTETE CONCRETE ANCHORS FOR WODSCONCRETE SEE IONS ONE ON SHIEST . FOR Wow SEE s[cltoNs ON SHEET u QpO1E1� Cn _#__0 Nu I jwimlA R, i 1cwwm H -' ;REQUIRED•CDNCRM BLOCK r - 0~�6YIM101E TALLY) 3• MI^-�_ /• AIM 9) DAL ^W^'' I 1 ow C J --( 1 a , ' � �� rr r'- , TI i t I C_ !OW V MAX2 { It ca It 1 IW �Wlg1M`.N i ` � ; ys IO�YNtlI, w i ! & i ,�M w i I I i i j i �14t • EWIY � I 1 � I I I I '� 2 i wFc 1 -yy, r--- j.j.'t T T� iT--� _I _7 or I '' Q IWNS i� —1 IWINo II ;111 ` 1 ! I i 0- WIA MIR . GGN MA • ) � N I 1 � i ) 1. , IOY611M. : (°Y°W"P , ItWOWM- I I 1 t _ c AL tl •Mt MIME r u.,.l" L) U OF V1 CD �w --) I a V ws -1 :Y MAP. 0.Y..®a® • t' I MAX OF t I• W. AP4oRs: FOR CONCRETE SEE SCWMU E ON BEET I FOR r0D0 SEE SECTIONS ON sHtEET 12 1 E E' . i E . / REGULAR STOM ,_ELEYATKIN O ' • R ' jP { i SCALE 3/3Y-1 'r as ' ! 1/4• METE OAP S•- S ' i .1 co 1 i/Y I.1{47/11r. T/A* S.A BOLT 1 Pr blIEM .1 WHRE WESE11 Tli 7 /2'J Ilmt O 12�a O.C. aRE DIRT ! a COHIOEE AIOIORA --GONCIEIE MIw,0118 HA00[ND �_ CONCRETE NICIDII6 SFFT 1E ON t/4' �//TT�� SN W 9) DULE a SHEET 1)WDM[ ON Cn waT Nq FRNm L_ EmwcmE av SECT CAL A -A fTva.) ■ _ I A,,,r„ GM E BLOp[ CO .EWEYD R SCALE 3/3z-.1 /R - W RcErALLAIM ACMIEF SCALE 3/0.1• shILE 3/8-, SQL.E W EN FLaMA IWR.DING CODE (1411gh Wd IaNrtcam ZAT" Q MMWF FOR 1.OM■FAT)oN Nx• _ NO 44167 .ae1s /aua, t.e. 20 QAOE GALVANIZED STEEL STORY PANEL eMa, Z E-0. -(EDGE 01Si'A ICE �. * * p/IA/sWMI (SEE SCHEDULE ON TOP A BOTTOM MOUN INDS CAN �Q AL PROTECTION PROOUCiS, LLC. am SHEET 9) col ■NEo IN ANY WAY TO Sun ANY 1 L E C O rrrc. •�, 9'•• 4AOD ICI. N NA. 14 Z •4TAlUTION. ; 0 i R10'',. • Lpy Ar a IRA NA. 4 Wr •A.•W R IW., NHCHo Qes)li -776W "N'� 0")N*4m 20-176 Q $''• •• N...IWI NN-,curd. Tr i III m-Hr 1 AAWPMA AW DRAWING W S/ elANM1 °�°nui'a Ft �• u- A` - AMw,4 tr» —� _ d SHEET NO. SH 1.0. ER 'Tn m ID R YRE = RAM 11 m6 _ I .... _ '.�.'.11 • I 1 _ I 1 a I I 1 i r1 1 - - I N 71'� 1F!I 111 N Is B i . IN.. yl�.n � ■ mnr .w.n�' -mnr rn,e •nr „Nn� WA SGtE t/1•-/• mot v .�i oeWRl+`ArNa yULLON Sd1EDtlI.F a- WAUON WAN (Ft.) • woo" O w. TJK YIALION - ,c 4•-r r-r m r-,r r . s' A 1/r. • 4• . 1, ro r-D• Y. P. 1/B' 1verb '. ]... �99Mgq��Ippp -• KNy Tu��OFSMN� M1RFo w !I�ilYiVl 5181. b � 3�ICTmN T 6cAE 3/e-t• N101E: IIALION CAN AL60 K fShc1ED W/0 510RM PAILS ON TOP OR BUFI'OY 8D 1MT R M lOCA7[D AT Top OR B0170M or OPFNMM. (ONE PANEL OPEIMM W/ tUK TOP R 6071O10 sore. r� I�-Mee. INSTAILIATM - ALTEITNATIYE lw scram Ile r AWALLATIOM - ALTEIBIATIVE 2w 9CAC 1/4• _ p AIM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS Lm TO +55.5. -720 p.s.I. AND PANEL'S LENGTH UP TO 8'-8'. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUK_ TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INWALLAMON. CONOETE NCHM CONDOM Ala lm (tEE � i�� pK /C � 1C41)) � I I i I I I I1W 1AiAWMII 1D MA, iMe CIV14 10 QLAW! l >•//�2 as i 411M 111L11K �. I.R pE xr. 1/14) I i I i � (eE[ TNT. y,4i I I Lim I r 1 I I I CNEDW am OW ,.) Pa1A1® m1NCREII I /FILM D..L tlolAlED `/ J cm m MOM il 0Na ,.) wALL AND FLOORomm NOUNflNG INSTALLATION SECTION 1 SCALE: 3/r - I• -SECTION 2 SCALE: 3/6• - 1• NOTE tlN LSE SAFETY STORY PANEL SYSTEM OWALIATADN I. LIFE SANELY STORM PANEL CAN BE LAGGED AS AN END PANEL (nRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL lDG7ON IN BETWEEN ENO FAMOUS). LIFE SAFELY PANELS WY OR Wr NOT BE INSTALLED ADJACENT 70 IEpUt/W PANELS (W/ OR W/O REGULAR TRACKS.) A In SAFELY � PANEL CONSISTS OF 0OR. GALVANIZED STEEL STOIC PANEL AS PER CO1NPOtlfl1T SHEET 2 OF DRAWING. THIS PANEL ITSELF m BE REMOVED OR R4TAUl9 FROM THE 1AIDE OF STRICTURE. s SAFIEtr As 9I xT OFA7N O Dh RRxi 0a WO WAjcx To �A p.�j( COMPONENT Y K INSTALLED WALL OR FLOOR MOUNTED FOULO18NO SECTMOS 1 a . •yU 2 ON THIS . BE As WELL As DETAILS 1 ! 2 I'MI SHEET 14, 4. IBM. UENGTN FOR COY►O►EM ®B 1S•. 1 �• SCHEDULES MM. ANCHOR SPAGNG FOR OOTIPONEISI 4) ANCHORAGE AT NOTION S cNem ON 14. COMPONENT �) WY �iPERMANET ON REMOVABLE }*q: I SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BINDINGS ON SHEET 15. g 'Y '• p�;.,• OR a SEE SHEET 4 FOR OCTAL APPLICABLE TO THE tECESSIYY FOR THE INSTALLATION OF SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BADS. , wl i ii III �11... ee eOl. V M tNeWNla CELL16Na � rEnel N501IET1110 wALL t iLOOi NOImlTI10 INSTAIIATIDw - ALTIEMIaTIArr AW I�TNIATIOMS - LLTEINATIVE SW (SECTOR AT TOP IS UMTED TO +55.8-67A MAX. SEAL' 1/4• . 1• A.S.D. OEM PRESSURE MILTING) WAlm 1/4• . 1- rr,Ne ,Re, ':7'11`sw rN rum NOIINTIIO IWITAUATION - SECTl011 AM BrABm I/4' . r 2/4. 21(/16 3/4 OR 4/4 I yT. 2, 3 MW/i5 L IOW, A IW/15 ' ALTERNATE LOCAION ' AREA W/W U K SAE7Y PANELS --I ON LIE SAF Is aw) L DF t8E (SEE FETE t9ELarT "' ---- L.• REaMAR PAFI[L9 B/ ON l��IACATETY - SAFETY PANEL -J W/o RMaAAR 11Gucs (SEE NOTE I KUTI1) r ILL > >mPoKwROPOF�iN9M8NNU. ALWAYS K P11DLwPa W RMR ,IAIDUt ro r I D ELEVATION W INSTALLEDOR R M FROM a 6TMI al TIOIPAm FROM Zap[ SCALE 3/3r-,' OM 1 U�I77 afE ,lot[ , �OIL7oaWE 1AGWON ATsrtmmm 1) SECTION B-B SCALE 3/32•-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.■_f_) AND CORRESPONDING MAXIMUM PANEL LENGTH `L` SCHEDULE NNW M nWr enR .MABId?N AAf NATY,tl.BM m .2a tWa!,MNR , T.e„ ,n r . WARM ASA �rN YIN. 1D1GM (KEL M000m a Ns M v .101 +II.a -no Y-r an Less 2 IN UNWIND I TI MI B ! 7 +a68. -7Lo >Y-B• m r-r 11F.. : 3/4• y1Mpl]E) 1 1M11 a ! 7 -*A -no >r-r ro II,_r NR 2 I/r • wr um Pf 9 +43A -46A 12'-e OR LE% ] 1/r • wr1• a 9 • 1a • SMILE W/ 1/p►ffii• at- ai ! WIMRR M MOW ! VOLOWN M PNIrL INIWO ONLY FOR POMSMI& 1i111KMliND1E AS PM SWFn& I TIMLL 7- ON aAME7S A A R1 NNORM ABA. calm INNING ().P(DAf J AMNMR, MOMRf VACM FOR E0. - a 1/r �`a m 9ECCOMWI F ! THI&I W UMBRA PN4 UBNBN 1. OL) UPCON CF UP -GRIP ONA-N PAlDAYK FTAYiE ! ft"Lan RU D COMORIE C m CMKW To O 2 m CONCRETE m m CONO NE 10 OMIT m CONCRETE 10M/'OF OE M Oam r WA WA WA r WA • • I (Tap) 9• r WA WA r r r r r r , (•OTaO r WA WA WA r WA r WA { WA 2 tlp ) r WA N/A WA r WA • N/A 8' N/A 2 (sorw +511 -72.0 OR LOW r WA WA WA r WA r W. r WA ] ! . (•p) 7-6• on IEa] r r WA WA r r r r r r 3� r WA WA WA r WA •' WA I' N/A 7 (TOP) r r WA WA r r r r r r 467 (BOIW WA WA 12 I/r 6 W 12 I/r a Ile 6 1/4• • 1/r 9 1/4• 9 1/4• 5 (TO►M/Bormi 9M BNMR 10 ! $1 FOR AWCH M TPE ! 9AAGNG FOR MMUAMS MOO BGoo M W BUMa9M. WIMN NIOCR WCONIS AND INMM W O NICE ARE IWWM ON UM SIOm1AL FOR E.D. LCIS It" Iowa ON Sam" mm Nl/MR Was or eL1RYM NYa1M sham ON WICK" BY rE POAOUM FWIO11L FOIL We CPVWMN A E PONO" AM= 11AC M MOW Ullo WO1 sau Not R I= a1W Boom NM" BANDIED FOR GOO NIOIW A" a ANCRORE LO D& MINOR M 1/4S I/41 1/IY 1/4% 1/4% I/4•Y 1NABM O 7,Fr !IN•N 181N-1O Ilr Awww allom a a A 3 2 ,R a •+�ua,•a ew,r. RAJ s A A a s a ,/t n1.A oa.r w IN s a s ,/2 a tq 4 s tp AMI L [a 61K WBO is m 3/ m aD r tm lm - 1m AA - 3I im m m 15 ND>Zis 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS LIP TO +553, -72.0 PSF AND PAM i LENGTH UP 70 Si 2. FOR NEW WOOD FILAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN PINE NO. 2. w/ SPECIFIC DENSITY OF 0.55 OR EOUAL. TOP a BOTTOM MOUNTNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS 6 (,2 1/; TD ICUL Q - i2;1• I11 _ I�;i.. Ill .. All � t' Iq:a. ILL .i•: ' is l.. 10 bsl _ • L11 ,L . 7 _ 1 • . M� . '1 _. • . .1 • •i• � : 311 «• ..«: it =i !. '11: itll ALTERNATE UXXIION AT END PANEL SItIOB EVER'! OY[RIM �a 0. 0 RWEIe r MM. (c+ME n (9 OR 1/4• !I� I I Nil -�•�i �•1FDEAtOR PANEL -END PANEL �SPAM� WpAiWK' ` ,•-s tANL 1 DETAIL 2 : FLOOR MOUNTING INSTALLATION (APEMBLE TO SCHEDULE 21 9CALm J/1r - I' �I����S.1) PR����NG����D CORRESP�INGPR����NG�.f��D CORR_ESP�ING YAX111UM PANEL LENGTH `L` SCHEDULE rANPlry r ro 4LA'F,OIeR , ! 7 NML7m F'eN L'FE SAFETY STORM! PAMIL arereu ION eNYn I-L - MONOWN ASA. momm MOM 9om11 OF RN•-ORP a t-W mmum" F011aE M HM1oNME RubDOM I i KC01��mTo NNEOM n1M1 IEMM t' MJ ro OINORM comma TE e acM 70 CaIOE7E 1Raax mCONCRM MAaI 70 m cmum Mach To slalx 55A -72.0 IF N/A N/A N/A r WA r N/A 6' N/A i a 2 (TOP) S•-0. OR LESS 1• 7' 9• 1• r 1' 1• 9' 9' 9" , CBorTo1N) +SSA -72.0 r N/A N/A N/A r N/A W N/A 6' N/A I ! 2 (TOF) '-W m 7-e• 0. S• r r r 7 1/2' 9' 9' r 9' 1 (BOTTOM) +55.0 -72A r N/A N/A N/A r N/A w N/A 6• N/A 1 a 2 (TOP) Y-r m 8 •• {. 9• r 9' •' B' r 6' r 1 (807TO1) WA M W A.SA DowPIIpoNK I CNN B I/r M MIN IMP Or NBIE) OW 1 00 ! r ATR Re, IV OF NNE) APPLIGBIE TO 9E a 11N0111 •L 10 OF THEM +40.2 -61.5 3• 3" ♦ t 2• ! 4 12' 2 (BOTTOM) -r-6. OR LESS +52A -66A 3' J- 4' 4' 2 (TNTRIONO 7-r OR LESS +56.0 -72.0 2 1/2' 2 1/2• 4' 3 1/2' 2 (BOTTOM) 7-r OR LESS +55.0 -72.0 2 1/2' 2 1/2' WA WA 2 (BOTTOM) I--6• TO Ii +55.0 -72A N/A N/A S• 3' 2 (BOTTOM) 7-6' 70 6•-6' 1AVYM w9a 9eaN FR SERUM 14 Irrn, �:• 1seRr IOY9W8N 10 ova FM,M. apBOYI .ea -7W r-r 2 sN• Fwa/m 1Q WRIT is FOOT AROMNS THE ! w• M FOR OMd LATOW WW BOB) FMA BIRAIIa NOUN AMION W$a m AND iMMAN WK OW ANCE NE 91a11aoEo am TIN toeEOUL ION EA. Laa TI M RMIODEO ON SOC U11 IKFK2 NgMN SAWNM BY RLLM M NVOG 9MMN ON WNWIAE F TIE FOLLOWS ACTORS. FOR M OPMWw1 m K POINKC Rm11L1m swan OFA.O Low "c"Ift NUaL NOT K LIM MIN WON W*m w POINTED FOR at" ANOrII Tft R ANCHOR!; U1wm. AMB16R 1Wt yr. I/41 1/{. 1/4. 1/r. iIV08N O TM►.#► NUI-N w, now wm" ON) a a a a 2 1/2 4.lelreln ON a s s s ] BaI.N tFr PJ a a AaR to INK USIA - r kh A , ,m Im MAXIMUM A.S.D. DESIGN PRESSURE RATING ./.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORK PANELS (1) a DT INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES COMA 06Y FOR PIMELS(Dk ©88iGWOgNS AS PER SECTIONS 1 TBN 10. ON SHEEM 4, 5 ! 6) ANCHOR sK MEEs +a n 111E a FOR ANNC1101M i7PE a aHW:2D FOR 9MGILAWONN MO In= D PUS INK 0,4 r �� •AS� FLOWU MXLDW CODE(NiVB NIMrFiG0F19 Zat! 31/2 * ;' No 4T87 .eN talc• W. 20 OAOE GALVANIQED STEEL 5i0R11 PAN M WAN on is E * �1'• S L PROTECTION PRODUCTS. U.C. m am ��' �� __ �L, FCO1wa• eNaealsnWo .1 ••• sSj"a A1� ,a aA r q• pla NF-ia ti- i F.16(A-01 P,BNc geNw n a Riuc1 dG)Pa►oaA 20-176 ` C . , OuA W710; OMmR Nee in PL OHM 9 v as AMl21AM AB.0+434 . aE910q ISM9RM ANo1aXM s7PalM Plat EA - a t/2' IAPCON 6 TA►-Q1I GYIt-M ►M,RIMIE 1ENNE 81 .NBNgE 17W 98ND AT roan F1oWE 61NasD. A1MN1 IIICNIOR b/MIQiK AMD IWMN EDGE OMGaIOE AN 1MIaQlD ON t,e $brO1RE. 1011 L0. l8f TIINI 1NMIODm ON fC1iflU1E RFD,l1E ANCHOR 9TNrJ10 N HRATWLrRD sHYIC.10 WMWN ON sbBaulE 6r THE FOIA.0IWM FAL7aRa FOR tIe NWpA710N m K P089MI.E RIWO® 91Ne9M oswto INSIn rAClM1 1RINL NOT K LESS T/WN WRM lPYO21G .IOIG11m FOR DICK ANC110R TYPE AT NIaIORa L[OOD. WNok tWc 1/ati 1/aS 1/41. I/at 1/r. 1/4'. waaN v Tv-M� aMl-N 9aLN-sr NOMR !eM s s a a I ,/1 a ••r..3Mp LY..e.r By 3 ] a a a ] IR Aalla u � 18118Bp ► A T o R 3• ,m tm - tm .tl - ] FA I LENGTH E 1) ':i.. " •1 7,111 i,�] LS. TF1i>i:^CiluZ1:' ��i2 `T`ul�G;" W" , 1. 0WAlAT10NS FOR ALTERNATIVES BW. 9W a IOW ONLY VAUD FOR MADNNGS WITH AS.D, DESIGN LOADS UP TO +43A, -41LO P.S.R. AND PANEL'S LENGTH UP TO 12'-4' L FOR New WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN P64E NO. 2. W/ SPECIFIC DENSITY OF 0.85 OR EOUAL. NOTE FOR �iM710M OF WCNMMWa: TOP ! BOTTOM MOtM16NC5 CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4.040 sm a•r O.C. W/ 1 1/2 WI. 71AEMEp PDCWA"W To i7MCaM BOOo IOCW I �1to an S I � I I N •A•K MWOYFIA°°I WW N sw • ,2 1/ft�oc ALTERNATIVE 1 ��RNATIVE 2 ,, 4V„1- 1NAGBE ,0Sj0 J 1 oa I I d I � 3 I ED I \ aN FO I ALTERNATIVE 3 ALTERNATIVE 4 1!.~11BGaPBE1MWO1 ar CA m / 1 1/2' 1/•Y0.+6/!• tDNM aNNM BUNK W/ 1/4v sa R ILL NA • r ,LEG a l 1/4-0-M FMaWNc nWU 0 ON ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS AmInhurt PRAM ! r a.C. W / 1/r u.. sDrD if•• - 1• THWJM P8411,11aN To WW NOTE , samix ,R,am .m MOW IMF Clam WALL MOUNTING INSTALLATION ALTERNATIVE 1W 1M8Na aAr • r Jan I. WWAA1MM ARE aLY VMS FOR IUMMM WITH DSO. DE9O1 LAGS UP ro +aAA -72A pol AND PNQ'S LENGTH LIP ro B'-r. 2 i[ E WOO 9;&C =g A oWm°0°oM� m K SWINOM rtLEij� Q� i � _ cu a U L O cu O .� C - cn -E C � Cu N cn O 0 Q 0 O 0 O LL J -Ln-0E�o Q 2 CL /cwu /�� - ( L\ -O .+ 0 > W c O t ��o m CV W N C O o N EV JC Ga cc Q C,I 0, NLI i Y CA c •C C 3 ` ev y 3 L] m C 0, 'Q 0 cj SHEET NO. SH 1,1 ANCHORS (SEE SECTIONS ON SHEETS 17. to 19 At 20)-- MAIL. 3AM7. 46/17. WAIL 29/17. 407. 3111 3• MAX MIN. W/f9. 7MI/19 a SWIM 99aft1. 79a/» a tlN/29 1• MN. O O O O O iLet _1__ IT7_� ! UNMAN, ti = r r T-�- ••11�IDi9DDDDllpld Li j I4 .__MAN AIR AT 1!f • Ims L..j . MIUC LA/f7. 4A/17. BA/19, ■/17. Y/17. MAIL MAN7ASW/U a W/20 ■F/1% 7M/19 a ■a/SO 1• AH1.1 -_--_ ANCHORS (SM SECTIONS ON SHEETS 17. 19, 19 a 20) ---- OPTION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION SCALE 3/1r-r 1/4- muc w MAXIMUM! A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L ((t.) MINIMUM SEPARATION PANEL RATING (P•S.I.) (SEE SECTIONS) TO CLASS CONDITION +55.0. -72.0 8'-6. 2 3/4- UNBOLTED �Re .�, 2MIGwlw 1• TALL. _ m oAe PNHQ lE1NOIM a IE,O ' t• YR (SEE IOM , BELOW) PANEL LONGIH -----I;,r-------i.4- (SE Hart I BUAM iI � i � �, COHT. � - ■ 3/32' WINO NUT , � j5, � YCONT. 7/!7{/3Y MIO • 12 ON O.C. , iY UPCON • r O.C. �i I i j 1 t I - /41T 410 T 1 APDDIN • TU mmm N•i 11•BAOED ,/. t 1wtwql I AO L W 1IM6 1H4WADEQ A Nowo N or PUCE j A amWD1N O PLATE _ aw WOOD PUCE L PLATE �R�INED� A: � SCALE 3n•-1- ryP � SCAT Aw.1- BOBS C ,. SIRAIATING ARE ONLY MAMA FM BUILDINGS WITH ADO. DEIWN LOADS OF 10O&S. -72.0 Per AID PAN I LOGIN UP 70 r-r. �• 2. FOR NEW wm FAME CONSTRUCTION, WOOD MEMBERS W BE SOUTHERN sg PINE ND. 2. W/ SPECIFIC DDSIPT OF 0.56 M EQUAL. s*': jj EImRNG MIL SIANOWN i 1. Ni •s5 m 4AS PANEL LENGTH 011 94W 10 eA. wPIMlOM ; (SEE NOTE, ilOWl to GAS - - /cmit IA6U7mt 1/4•A--2G„t• - � 7py 3 _ i .Ly1ir� I BUNG NiR (1/4'r TAFCON MO.C. W 1 1 i PEJETMTION A �� ; �uGWDR, or PINE 1/4Y-2O.V4%X MLA W/ I L7nT'w,/32 mow MAT l jl 111LWER • 12 I/r O.C. � 1 4Y TAPOM • r ac. i j , � ,: 1 j ' HOOD PLAN 'WOOD PLATE WALL b lUAM 9CAE SCAE 3/0•-1' COMPONENTS FOR SERIES 2000 1000 E-Z HANG STORM PANELS (SCALE 1/2-17 _..��_ 15.,9•' (IOTA 1NDTQ---------� ---1 2.50D• (u'EC7NE WOTO- - t, alto rT T r--1.3I10' ' 1 - 1..o 2' \ DAM' LIIN. IN% s� OLVAM ED 91E4 EEO[ 2.t1� �' I TYP. �� ARM A -EST Sri EDOL GRADE so a1wIW MAL AJ 'y \\ 0-0 GAV. L■TALL A j Nd , �--,3Nl0' 13IJ0- 0 STORY PANEL ` - ©2 REYERSM 'h' TRACK PAEI.'S END W `-..750• -_ W/ Hummim EQOL � '1N2S' �-6.250• f ry 1750- P ISOMETRIC VIEW DETAIL A 2.00D ND ROUED CORNER • ENDS OF PA EL'S END UP W/ HEMMED EDGE. I ,75' .7110' I (N.T.S) -i r•-.125` I� L J 4--3- Max.-J Q 11 x3"(Mg J ALLIM- ANGLIE `--ZO01-J t °) O4 `d' TRACK +� 1 7 4 SMI TB Alum. ALLOY 7S0' .L1'Br (TA.) i L_-.7W-- ou II' LONG SO11113-75 mum ALLOY 1 {r iAroDN•r0.4 ��1 7/p' WI. IIREMED HEAOwD R1710N A HOOD NRER J ' 1 I I ' M_ PANEL LENGTH U.S. w/ NOT O REWRSM WU' TRACK t25• 2.0if 00' -_-5• M_____ ___._ © 2'W(Max.) AWM_ ANGLE BINDING CDDE (NRah VIIGDNV Nurrkana INSTALLATION DETAILS FOR OPTION.. 42 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED C INCRETE OR CONCRETE BLOCK STRUCTURES t!4 1AIPCOIN ANNCIIORe �4• TAPCONN ARCHON i {' TAPOOM ARCHON ---i'9• D.C. • r D.C. wN� r D.C. Pomona Lx»IO ETE Pa9NED PaNDv 1 1_ �.-[ eOR 1 Mm� SOMAND 1 1 ! I woommato swl^vw to � men j �" .Ram M tI ExSTgBJIt It t j N OtA65 I I� DLA9S I ___ _ t Y f 1 f i r� ML.YT/We. Sat' «Mn • i i sylur • I 1 ' i I 1 E I • I EA.• TEA.• '�� `-' 7 • . 3/32' RNIC NUT 'jjUT i CeM. O ,2 1/r O.C. ce,N. wlalgl (BIyONp) � �1J4 TIWf.'ON ANLYOIIS - 1/4• TAPCON ANCHORS --i i 4 1/7t• O.C. (STAOODHFD W/ IUD) 4 f/r O.C. L C$tA99E11D w/ SAD) b CONCRETE MCKIE ISO ONpETE9lotX M1�1 RAUA •' q�-+�•. ELR6-CGElE: wm SCALE 3n--1- , •� 0 L SCALE 3/8'.1- • am to a So FOR FOR ON•m • wpm I FOR WLGIGNM MLaYID WOOD W MIN ataa /lam• Ry 3 FWAK OW APORI. DOW O tow sAON99 AND MNW 0U ISWm M •-wrN.a �� 2 SM IN [A WW SMOKIt FOR IS NCH /1MN raWAlm M WAWLW SPACCI G NIM TON O aY MULRK»tl OWINIO •ERN •ATONE YOU tAN-iRN w N 3 AFAR V RW119R FOR If RO PM709IO rACI01S. FOS Om lVPlWOINI W 9[ A091ptL IlmurlD WWW OBWA® WM OCM fH1Yl TOT IS MM RVM MNGON SPACING u9nMm I" DCH ANCHOR Tot M THIS smmu 3• -- ,m _ st - #14 AT AT WALL UMN WV__W SCALE 3/0•.1- mm ,. INSTALLATIONS ARE ONLY VALID FOR 91111LDOM WITH A.AD. DESIGN LOADS LAP TO +55.5, -72.0 PSF AND PANEL$ LOIOTH IP TO W-W. 2. FOR NEW WOW FRAMs CON STRUCTOM WOOD MEMBERS 70 9E SOUPHORM NONE MC, 2. w/ SPECIM DENSITY OF 0.55 ON EQUAL Y/24 Pr@ Og NINE 2 N ." I 7'/24 ► 1 4'/24► Q •/ an A.w BELOW) i II 1'/2• 11 1,,4Y-2W3 4Y9. M.S. w/ `T/. VM NUT WASHER12 - Ilr 4 TAPCON ANCHORS 1/T' O.C. SCALE 3n'-1- SCALE TAPODIH AMC11= O.C. 1 I I 1/{n2�4-&& �T WHO NO WISHER (BEYOND) a' TAPCON • 4 1/2. O.C. TIN FLOW) owl III Illli lllllVlilllllll Illilllillllilllilll O O O n 0 IN pAq - _. _ - - - 40 9t L. 40 E 'L• IS till - t • PAIEL/AIDE (Iyp.) Gam. ,• Mn. fFt /GTE { MTODW.. _ COIF 2EE P3 3' - no POLAR -Biwa SET 'm1DW Yea. •N®IA[ M MAT M PaR UnOp e• Mh ,f-i-•: - (�LT�1�MTE Lp�1 MAY A ,/L• 1 1/Y M 0A+ WAELS)� IGR 3 TB[ SGCIOra OR WIKi _IIOR®•/ DIN W/O®.® YNLAST m • �, NIEB011 1r •LAST PATE}_ ® W BL •STOLID AT GANN TYPICAL IIELMIKIN FORRAWn P BL /6UWWSTAUJOLI AAwaEI/1AT, WIHMOUESH= M SE 4IA LLD NIDOPEEIIi At�SE PROYBEQ w/ IOT MSDIFWW7GN II HANG STORM PANEL M MMM IF FROM eNROE of sTRMCTIRRE MAN WfSTM MSO OF ME vw - i• 1/4' it. w _1 14- Ma MI 1/Y Yn. av 4' NMj:- V4• w rM► Nk T -0-voo 00.0 -- Var SECTION a-8 Xr`o Sf.CT1ON A -A GAME Lv.B• • ,• o7O"O•PAYus�10N - mu ww - I• Z CONSISTING OF PANEL F (t). DffBIROR OF sERas leeb E SYSTEM �- TRACKS AT TOP PA15• (1). GiD9LTOn Of SERIES 2OOh E - 2 HANG STORM PANEL SYSTEM CONSISTINGOi PANEL + AEJ^'• BOTTOM W/ MNWATM Cent. TRAMTOP a BOTTOM. (2). PMEIS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK ON/ORNSE A sTa' BW (2). END PANELS SHALL ALWAYS BE COMELICIE >b SILL NMV.L BY MEANS O' PMIEUAITES OR F USED Y w/ S LONG TRACK AT BOTTOM, END PANELS 'N/ firZ0x3/ 10 �J SFMLL BE PROVIDED AT TOP O' SUCH PANELS. SHWA BE ro T W/ 7/ (IXCEPr WOO RUT �Yfn APP'kb IS/ AS CDR= Of (3). F E1DBOTIOM CA,SHALL DESCRIBED3) / W 771a1 Oi FO' FAS7DER51 WAFT ETHER (3). WHEN END PANELS ARE LSE JOMNiLY75' LOHO (� BUT END PADS ARE NOT CONNECIm tO BOROY 1RAa1 A�"STO► BAR Ex1ENI0R MT iLVNOES OF E/D PAD. ARS�LfYON , `� HALL ■ AT 70P OF SIICWI PAIEt,S. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (LI. A STOP BM S ONLY USED AT TOP AT LIRST TWO PANELS SHALL BE CONNECTED TO BORON TRACK USING SPECS ItDNA OI NOTE (3) A190YE M SUp1 CASE, CONNECTION O PANELS (4). FOR RSTALLAIO G MEN DID PANELS AND SOME INTERIOR PA14W ARE DRECTLY COUNTED TO E%SIMG SILL NAIL IFAN'3 OF ONE INTERIM PANEL TO BOTTOM TRACK ANY OCCUR AT ANY RI/EL LOCATION. MAY W USED JOMRLY W 7RAGt AT BOTION� B017aN TRACK TO NALI. W// TWO PAEUATES PXZ SHOWN ON ElEWUON AND W 3 1/2' (S). SEE SECTION 1', 3' k 4' ON MEET 21. SEE ANCHOR SCHEDULE ON SHEET 2A Ma. EDGE p8LA1ICE FOR 719B GL$E, INFERIOR WMEL USED r ■) GOES a NOT NEW TO BE CONECTm I (1T�IE M Ar MEANS. TNAGK 911ALL INSTALLED ,I SUCH THAT ADJACENT PANELS LEFT ! AT9HT SIDE OF PANEL) NAYS THEM DAMLAPS RICTAED BY �. L: '.' 1hI1Yr PANDJIATE PLUS W/ 3/32' WIND TNT WASHIS • S 1/4' O.C. i pp1R1Fp L-CARBLaDN QUIRED WALLY I i, ilL�AIN PANI SCALE 3n•-1' am so a • TM ANCHORSNATO• Now TINE '/f Ire '/r• SW .N0ANCHORStqE FOR WMItINTOWOOD L Me, VMS 3 T pow c cusp. u•RB.IACNIOIe iML9nS AND IN.wRM FORE iNRSCE ART alANWO ON tam •w-owrn 9.J 3 3 3 Ii IAt Sam" FOR L0. ILO TI MI F•,f ou ON soma Rm a ANOIM SPACING 9Y OLTOLMM 1PACM DORM DN acltOAE YaaYi a.rti w 9J AS•L UA as own" mom M THE PMADOG FACTORS. FM 7!m OPOWIM TO ME PON&L NWJM T P .A _ -1m spoon o9n•ID Nmm FW M SroLL NOT WE LM TIM MNM• WWCWG allGlpaID FOR EACH ANCHOR TYPE M RB BNWMAE •r im _._ 31 - - - 6 J i «,» I r QW MA / ; h i Ni• ra.• I � I RJV 14-iro PANE1MAlE PLUS W/ i (aDDNO) I "--rnNaeT°O�eLaCN WALL-M O LI E NSA SCALE 3,W-1- GE2E19ML NdfE4 MY.b E-2 NMRID SNOOPY PIMBLL SYS7d 1. E-Z HANG STORM PANEL SHOW ON THIS PRODUCT EMNIATION DOCUMENT (P.E.D.) HAS SEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM DABSOMENT OF TAPCON ANCHORS AND PANCIAXIT FDIALE D a PAmamAif PLUS INTO CONCIETE ACCORDANCE WITH THE 2020 (71A EDOOMI OF THE rLMM BUILDING CODE. BLACK SHALL 9E 1 1/4'. DESIGN WIND LOADS SMALL BE DETER LIED AS PER SE'CTIOH IM OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBmMENT O< 1/41H x 7/r CAUtAN ANCHORS SHALL BE 6 7/B• KM CONCRETE. FOR A RIND SPEED AS RDOUPI BY THE ANNO1CTION WHERE THESE SHUITEIIS WILL BE •STALLED AND PIO EMBEDMENT 91I0 ANY /BBSVI MATERIAL SHALL BE PERMIT=. FOR A OWECFONALRY FACTOR K4mOAA USING ASM 7-15 AND SHALL NOT DICED) THE M MWMM (AS.D.) t/4` 0-20 $S SDEWMX BOLTS USED SHALL BE LAND DMGH(SOULD ANY FROM MATERIAL 007) TO DES" PREP RATINGS MOOATED ON SHEETS 25 a 26. ENCAOE 3/4• INTO ANCHORS. IN ORDER TO VERIY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOWS DETERMINED PER AWE 7-16 SIWL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MA.TIPLYW THEMI BY 0.4 IN ORDER TO B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE DOSTW WALL TO COMPARE THESE w/ MAX. ".0) OEM PRESSURE RATINGS WKWIED ON SHEER 25 t 28. ANCHM SHALL BE LONG DOUGH TO REACH THE MAN STRUCTURE SEHIID SUCH PANELS. ANCHORAGE SHALL BE A4 4ERTIOIIED IN 841) AND IN 8.2). IN ORDER TO VERIFY THAT COMOEHTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33x INCREASE IN ALLOWABLE STRM FOR WIND LOADS WAS RM USED IN TIER ANALYSIS. FAV04M SPACING TO WOOD HAS BEAN DETERMINED N ACCORDANCE PATH N.0.S. 2015. (C) ANCHORS SHALL BE !STALLED FOLLOWING ALL OF THE REDOMMDDATKIN6 AND SPECFNCATONS OF THE ANCHOR'S LMr1UFACHIRER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCEHAS BEFIT VERGED M ACCORDANCE MfH SECiON 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTWOIO N TESTING LABORATORY, INC. REPORT j 2032. AS PROTOCOLS TAS-201. I1, IT SWILL K THE RESP01S1PRM OF THE CONTRACTOR TO VEINY THE SOUNDNESS OF THE SERUCTLIIE 04M SHUTTER TICS-202 AND TAS-203. NS TO BE ATTACHED TO MSt7RE PROPER ANCHORAGE THE SNUITM SHALL ONLY BE ATTXHW TO COMM BLOL7[ 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTATED ON THE ONSIDE OF TIE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRMNE OULDMM MOM W/O THE USE OF A LADDER OR LFT. THIS APPLICATION S VALID WHEN /STALLATON S MTDDED 70 BE PERFORMED 12. THE INSTALLATION CONTRACTOR S TO SEAL/GWUC ALL SINTER CM04W EDGES WHICH Rom IN cONR1AN0U5 FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WND/RNN KTRUSION. CAUUL AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SIMILES 1000 INSTAlAWN S APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WIDOWS WHEN INSTALLATON 6 REOIMED 10 BE PERFORMED FROM THE (SIDE or STRIICTSE 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INONATED N THIS DRAWM PLUS ANY BALDING AID ZONING REGULATIONS POUNDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SORES 20M INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL AIODRS STYLE WIDOWS WHEN 16TALIATION S REQUIRED TO BE PERFORMED FROM THE INSIDE OF StRUCNRE. 14. MAIM WINDOWS AND COOK, INC. E - Z HIM STORM PANEL SYSTEM- S PNBSR POOW 5. ALL XUWAAN EXTRI/51OMS TO BE 9OB3-TS AL M AND TEMPER. (UNLESS OTHERWISE NOTED) to (a) THIS PRODUCT EwmAMITON OOCUAEM (pEA.) PREPARm BY THIS DONOR IS OE71El9C AND ODES NOT PROVIDE OKORMATON FOR A SITE SPECIFlC PROJECT: i.w WHERE THE SITE CONDITION DEWITE FROM THE PE-D. S. ALL ALUAmIUM SHEET METAL USED AT CLOSURES SHALL INDITE 3105-H74 ALLEY. (b) CONTRACTOR TO BE FESPOASW FOR THE SELECTION. PURCHASE AND N6WALLARON MCIUDMG LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTUiAL QUALITY STEEL. ASTIR A-M GRADE 50 MIN., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D- POW= HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESWmTM W/Fy. 5" YIN (AFTER ROLLED). 74S DOCUMENT. CO NSFRUCiON SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY. 0. ALL SCRflIS TO BE STAILESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COAA70 CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALLA710N OOCUAEIO WILL ■ CONSIDERED RAAIID F MOWED. 50018 W/ 50 kM YIELD STRENGTH AND 20 VN TENSILE STRENGTH a SNLL COMPLY W/ FLORIDA BLARING COOS SECTION 2411.3.3.4. (e) SITE SPEOM PROJECTS SMALL ■ PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL Olt ANSI 304 SERFS STAIBESS STEEL WTH 36 Md M04AM YIELD STRENGTH. BECOME THE D*M= OF RDCORO (E.DJR.) POLL THE PROJECT AND WHO WILL BE RESPONSIBLE FDA THE PROPER UK OF THE P.E.O. ENGINEER OF IKCOIW, ACTING AS A OBLIGATED EROSION TO THE PLED. DONOR. SHALL 10. ANCHORS TO WALL SMALL, BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DINWWAOS FOR REVIEW. (A) TO EN,cTYx' n noN'1LfF ', (•) THIS P.E.p. SHALL BEM 7fH OA7E AND ORKINAL SEAL ANSI SldMflxE OF 71E PROT.SSIONL FHGIEON OF - 1/4•0 TAPCON ANCHORS AS WNMFACTURED BY LT.W. BUILOM INC. (MIN. re.3192 P...L) RECORD THAT PREPARED R. - 1/4' • K 7/!' FJMK-IN ANCHORS. AS MANUFACTURED BY DOALT MC. (MIN, re:.3000 P. ) IIL STORM PANEL MANUFACTURE" LABEL SHWA BE LOCATED ON A REAMY VISOLE LOCATION AT STOLBI PANEL IN - /T4-10 PANEIYATE F'OW.E O a PAEIMA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. (re-3350 P-Q L SELID TO COMPLY WON SECTION 1700.91 OF THE FLORIN BULOMG CODE. A.1) MINIMUM DOMiEM OF TAPOON MOTORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELYATE FEMALE D a PANELMAIE PLUS. AT) MMM UM DAM&Wff OF 1/4.0 x 7/8' CALK-M ANCHORS BATH BE IS7JB' INTO CONCRETE. M EMBEDMOR INTO ANY FINISH MATERIAL SHALL 9E PEARTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LAND ENOUGH(SWULD MY FINISH MATIML DOST) TO ENGAGE 3/4' MO ANCHORS. ER A. T �r ATHAT 3) IN CASE AT PRECAST STONE PRECAST CONCRDE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL CA TUDGIL ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MDNTINED IN A.I) AND IN A2).•'•• No.44i87 (9) TO DUSTING CONCRETEaar. 71�i * A. - 1/4• • TAPCON ANCHORS AS YNNIFALTURED BY I.T.W. BULOEx. INC. FLORIDA BUILDING CODE Vol"Ify Hurricane - 1/4• r x 7/0' CAUL -IN ANCHORS, AS NANIFACIUNED BY GEYNLT INC. (rm.1500 P.I.I.) n'•,. Ap • e m VIM RF 2O BADE OA6VAMtEp giEEti gTgly PAI[l - /14-10 PNELIATE FEMME O AND PAELIAM PLUS ANCOOR L. AS MANUFACTURED BY ELCO CONSTRUCTION : � PRODUCTS (rm.2071 P...i.) .... ..�« POAM m a ABOi 1 I I � I 1 rK�m i b FOIN M. 1 N M7L LI I I aAaaA I I I I 1 I I I I � i M 's of M�iW WALL AND phy'a Maymm gm. �I� fIGLE ,• 8 !O>fpOWm m•AGon OEp(j1)w7WP N,M A A sELiFOMO gI--( aMK.(a B. ' (N92)AWGM OR ow WOO TOP A ownw acummm MN IS aNWILL,All nW 10Me'AV [L . mK MWtIR I �-25) - ---�-1I�Cf - II♦ IO/Wi UK OF Nw NNu m fLM NL L4Or,W10 MOOR TO QERJKQ l� KW, AIp�MMIA -' am 363 6` L"A :° yC SECi1 1 SCALE 3/a.t' SECTION L SCALE 3/B-I' N N C) N Q 0O O c M -0 a' CU to CD (Q O Cu i» O O O W Cu O L Cu .cn CIO O CL .� '.4- ^0 vJ CL :V v C o > W o O = fOVN _ Co x = 'A- 11. N NO O N 7 N N O Q CO N � 3 6I C2d w c GO O CC (O O d O � u Ay i us 1 Lm- C •� > h a� = E f9 O d. u 0 Cn s_ OLD _C > O CDCIO U O Q_ ■ 91� V / Cu LU Z Z Q J d SHEET NO. S H 1B2 11'1 IAIF 11 11111 n 0 •�,.w tSf[� TO dJ�16 " CORIMINI AP�M7p +We. _w 70' OR LESS 2 9/1r BOLIED • r. r. r. 1W. 2111 l3V +611.0. -75.3 70. OR um 2 7/8' BOL7F0 • 4• ! 4W IFJI>aRWO/ aOYiDM OP PANEL. R Has~ Al ICON • aW{ ar PMWL lL1RIN - ^.'] Z+: T - _ 1 , 11 ^. •71 � 71 ll:i S.D. OE9'ON A.PIESStUIE /AIWAAI MCIMo WVCM FOA L 0. - 3 1/Y '• APPLICABLE 10 f orYM COLOWIM YN,MN NAQ Loom 1• 00 MILD 1.sum IiMCOMt CALK-0 ►lAmmmuE roAALt Ill►MIaHWE PLUSIII'Ia TO comcom to WIICEe TO ONICOM At w1C11m 66.D. -75.3 IY N/A 12" N/A 12" N/A 12• M/A V ! 2• (TOP) 70' OR 1E55 11• 3'♦ To- ]' S" 4• S• 4' r am) 1Y 3' t2• S' B' 6' a' r 1 BOTTOM) N/A N/A N/A N/A N/A N/A 1 12 1/2- (1- 2' (BOTTOM) Y M/A 8 1/2• N/A 4 1/Y N/A 4 1/Y N/A ]' (TOP) 12' N/A 12• N/A 9 1/2• N/A 9 1/Y q/A ]' (BOTTOM) ,2'N/A 12' N/A 12" N/A tY N/A A• (TOP) 12*a• tY 9 1/2' ,Y it" /2' 11' 4' (BOTTOM) ►UNITED TO 66.0 W. ASD. DESIGN POMUM WIWI &BEE MEE.7 26 MR ANCHORS TYPE a SNWCMO AM PWWALLAMW 11010 WOOD WJM MWDM MINIMUM NOW i VOW AND WWW LOGE MMM ARE NO CALM ON TRIM SMILE FOR E& UM OWN ,D WO ON SOMU REDUCE ANCHOR WWMG IN IRLIftM a OPACNO MOM aN 2040111211Ht IN E FOLLOWING FACTORS. FOAL TINS OPUM ON TD IN POSSIBLE RtOtCE'D 1PAOK OQAN® LOWFACTOR SHALA NOT RE LESS THAN MMRN WAM NO OM FOR SAW ^*= TYPE AT AIMIIR im W/11 i 41 111110 1/4% RANDOM OI{[-RI W. AINHOe wA A=W 9.4 3 3 2 1n WWaOM.e 0,1,r4Y 00 3 3 3 ~.ft4 orn. WAN& 9J 3 3 1/2 3 1/2 4 MLMK as soma *AIM r 7 i HAW IA) @7z + REQUI ES NW.. INSTANCE BETWEENBOTTOM of PANELMD 0 TO BE //Y I 1 ++ REOIMWS M- DISTANCE BETWEEN BOTTOM Of ►AND. AND (� TO BE-3/16' ' 3/16• Mm. COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1) _.--15.125• (70ML WDT1H) -- - j /2.600• (EFFECTIVE WDM)---- ___ -----11 .1wj- 1/4'I-2r1/P i q,.-- , 6 1/4• (TYP.)--'-'� y ,'250 •Iis�•.^ .t26 ... f' /r--}EDpR ! 04 110 .�• t om, 180•-7 ` ; t.7.S4' - Oy .te6Xr, t0, f `) (MAY BE ..0 ___T__\ r 1 .O. T ,tE► o WM 6 MK IN" h 3.ris• BE•i L.e7T• �4p, 1 6 EDGE ASTM AB63 TYR I 2B0.2• }'�' y. 1.015• , owlm so wm - 0[TAE A a-" ORLY. K � % I i 2.t2s• I .084• L-I.sOo•••J � ) -I-im; 1yo, ©STORY PANEL L•-1.3W0•- DETAIL A� - (-�- --2.oW PANELS DVLL ■ MUUM AUMY5 _2.347*.- FROM Lay 70 now AT90 AT LOT WE OF POa 2O 'M' HEADER 3O -f- MM O4 ANGLE WITH STUD PMIaD AwnT 00 LP v`. r_ STEEL ' f tv/ NEAIEED EDGE I Pyyly • I.aaw- :o.os• r- �133• e27Hf �> r I f J ti 1a625 r_, o.m• a.x6ov 2N• - I.4or e.62S- Vj._� -ter ' rrNEL OR -'-- ISOMETRIC VIEW DETAIL A 1�. t"----' ROUNDED CODER 0 ENDS OF PANEL'S •a6 _ r . Mr .am �2.37r--1 END UP W%.TSHEI)NAED EDGE. M. a0NLM1 .125' �5 HOOF C' PANEL 3.7so• + f.. DE' t°„°*) 77so O3,Ds-A+1uai uL © KEY HOLE AT PANEL 7ss - 2.124' •Sm BEET W I'OR AODROMAL LOB,• -J.7W - Sir a nsom r SEEYE LMHmw e 1 r. W _ 125' ONLY WMD FDA MFIALA7109S NM i 2B0• L .rs• O SLMEM�EVVtE� 2tYf13 T/W8� --iITP-) wUGO swcrtm ( CAW .IL4 2.000• ].7y0 _163• 'Y 12 r 2. ' R a4Lri-I OREV. 'H" HEADER O MILL' HEADER z_E__j -1' ION. 10 S' YO.. I I I ® SICSVF 1W. WAX. '____2.000•-- r it 'J" TRACK M4' J.oOo -- soar- SSA A; T1(Vt (1 1 f4' WIDE) �•' (USE ONLY FOR E-Z HANG STORM PANEL a1r�B6 -) ° ao 275 oat' - 3:' vCEN (` ' • 7 SYSTEM!) 9063-TB xw. ALLOY 671* if 12or �- iTYP.) I _ .250• -2D00• SFE sED1De5 -- --i Q BUI ® BUILD -OUT 'F' TRACT( ®t � WANIERED WINONUT TUCK AMGIE (ZAAAC 3 ALLOY) INSTALLATION INTO POURED CONCRETE DETAILS FOR OR CONCRETE PLTVWWE REGULAR PANEL in BLOCK STRUCTURES ANCHORS LOGE BaEDULE °" ♦> POERE91L0"CRT� CO Owes; mumm Nf.I SEEETs B TNMOGH 10)0. ---. OR concrtm BLOCK REpRREO. RECAREO. LEG TA710N G LOION NC CONCRETE ANCHORS (SEE SammULE SHIFTS Y TIBIOUGN� i O �I '�- 1 411' AR MtAO 7o T 1/2• CONCRETE ANCHORS Jsf•'r- � i NIAO1 BK K a OB �Wst. '''/ "' I/4' box (!EE SCHaD11LE ONT/IOtOH SEE15 9-M�.,• L 7 I ... �S•L'o' a,OIae cz ��. y fJ 1 �Now. PANEL 1 1 I SEPARATION I ro DASH.Mim -) I ON INSETS GLASS. ,. (sEE sc1EDULE ('SEE SCHRDt0.E 1 ® 1 ON 24M 3) 1 � ' - rl BL a3MA•' S''� ENGTII .EN SWEET 3 -- - -1".. _ a 1 Hla.. i..__. _.:_:. .:.- _ - Tom•_ 6iO MA IINIR =NO•I7.e•) -. HWE'DIJ3L)E .. as s EL LENGTH 1 _...-.._ I r _� (SEE SCHEDULE ON SWEET 3) 0O511REy1 l GIA91 1 . 1 1 GIASS 1 I -Y 1 i 1 1 OF V SOf lWACEIR E)O1N- j OF. T• COCpE'I'E AMCIORS (SEE SCEWLE ON OR SLAB SHEETS 9 THROUGH 10) L +r•N 1 • .WI .L MiCHOM (SEE SCHEDULE THROUGH _ % SHEETS 9 UGH to) H.-Ly r2 1/6• LONG WX. ALWINW t:/ sPACERG M e , 4. O.G WRG FOR EXISTING POURM p ql At3OR PANEL MOCK REOIARm. i _ 6'1 1• WX. LONG ALUMINUMSPAM" • A� 191EE1S 9 !.,(B6E TOLE PL ON SCALE 3/6-1 INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (7 INTO EXISTING WOOD STRUCTURES 1/4Y lA0 11tlEV13 raC WOOD • r QC. W/ ,/r W,. IMPENDED POETH4T011 1/4**IVACRMW • 6• D.C. w/ TD EXeW,O rood HdOFR. r ND�OE9PEOLMD ,n- W. THtomm PEMETRATON FLAT 0A ON EGGS To EKOW WOW ,SPQR. 4 Co,t f+4•+ SAS �V �, ( •G DID 6® V C0'M' 0 EA. SINS • G EMD Of ® 5 HAG Sm" • O. O.0 W/ / 1-. _.1- 1 4Y-2W Y 1RU85 1Ir M•L THIE4= PENETROCN CM DETAIL ,n4 ! W40 wir �/-, M3132' ro COSTING w000 HEADER. NNE lA 3/ CAW oYa) M�ppp�IFAp� } TYpRI01M EMW 4) ♦ CaK .I FAENDOF 1lDIIII@ a (TYF) POP "ITT j� Cae 111z 1 No% oEIARMt�n4 • E2�p,3a//�� p6 2 W Ir Yh. '1/4'O-Epl/4' �'-• 4 • /4• $ 1 IRS ~/7/6Y.3/3:' t TO GUSLi 7 5. ,E 7Ir ox1YAEW�Yi� 1NkURi ' NU/13 IY aG 1 EVERY GRAN ' EWIV OVERLAP 41 1ripYNM. 171.1ry1R)f • E � ( 70 OWE, ) EVVY pRAAP 1 I r yz 1 I I2'.r + A M- 4• 1 4► f NOTE IA BELOW) 1/4•► UO SCEM9 • 0' 0.a W G. t'' d WOOFS AGO dl PANDMAIE PLUS W/ 12 1/Y O.C. �PENCR4710N • ,x • WALL Mg= ML NODS PUTC RFOU,MD FINS ae oN EDa ALTERNATIVE 2'•W SCALE 1/{•-,• ALTERNATIVE 1'hlf SCALE 1/4'.1• 1. ASOWLLTONS ARE ONLY VINO FOR WWDNCS WITH AID. DESIGN LOADS LOP TO +M.0. -75.3 pot AND PANEL'S LOOM UP To S'-,D•. („ 2 PIKE ,N0'n. 2R WWIFEW / SPECIFIC DENSITY �or 0.55 ON WOOD � 10 BE sounERN 11121L.wAS 1XNQ +IEU. AS MNEL W OOPPE4TISN To TMCO OIIAT�ABASED ON RG100 /r.KWR AMC" LOCAMM CAN ,ODD dR 7LO0 :REFS Is'PMUAOx 7n,E oN Afof.I1FD say TO SUIT AGTIDN IE coAeMEo N ANY SCAUD 1/4- . 1• NOTE : gem" TRN3M NOT SHOWN FOR CLAIM sour PpAnArb AT TOP OR EOTTOY MAXIMUM PANEL LENGTH "L+- OR "L--" MVKNUM Asa' PRESSURE RATING (+ m -) CONCRETE ! Iro00 /SMUAMM f L+ lr Sao 11E1-0• 121-01 25.0 tY-0• 11'-8• .IRO tl,-r rd-t• 310 l0•-r0• W-0• 41zo 10-,. I-4• Sao r-I, r-4• 55.0 r-r e'-o' Rao r-r r-r OE0 W-0• 71-4• 7KAD r-t' r-o- 710 r-s• W-HIT• Nlao r-:• r-r BIG r-0 r-0 Sao a-t' e•-r Lao 61-9• r-r IOao e•-s• 5'-11, Mao )EGA lria - r-Y lire a-s /4Y-m• 2~ •/ Ll l , 4 - 4-NDTE ,A eELDWr) ' w. 7HREAo•FDePDi1aWAT'iOH Will. 114' OAT[ •REOWG MT BOr1•r0C. Of +IIwIDED PELRTIAN WOOD HEADER. Awl E ILL 7 TWO r 1 oc. A /,Mt• 1, .- • G Do Or 1 OLTAL 1n4 ! 4 • f •-(� 4 L ,-P-2w 4- Ms. W/ 7/6'4A3n2• Ij �, 10N tY ae t/,h lA8 SCIEWb • r PDEtIN,O, O.C. W/ ODUPR f REOIPwD , 1n•M4 TMFADm • A,DMIDIN is w.ME Lr OR ON EDGE Bull AMERNATNC 0! SCALE 1/4*.1• #-_ A T1(( P3A,rC w /f• �s-SCALE 1/4•.11 �: • vC SF ' ✓A FLORIDA BUILDING CODE h VelodlyNMrrlcon• Zone) ' No. 4 * :* sam 11T¢a ,ALL. 20 MR GALVANIZED STEEL STORK PANEL rv. MI1w: STA fy-�i�/i� �''' OF PRODUCTS. 11.0 m iM/3ma Fco n o►.' �L / 1L ECOINC. 4W,a ar. !1 MHIET M1C it e.Y s►wr.iPMSMAA ai4a N,"`.., pe, APt-,N,. r..,00_ 20-176 'I�V�'%••••••�,PG ON P,vle (M,)lr TSM n�ia:AdxNw•-Nat AA AN, R G-OCDN,a DIWMr PL HRAI/W0,14TAAVOA4 -.1 MOOHNW r wo own OF N 11ALTR A Jr, P.L CNEDULE ONLY TOR REGULAR STORY 2/4 RETIE, BLOCK HNC WOOD W r Wz_ - �S 9 11c all) clim a+_ SI■N.E PANEL�■f■aMiN AT EACH rt• LN. 0 END CORN TRACKS rsl. a). 1'! k n DE D.M..O. O. a4. ®ON= ADULATED AT Ewm END* rT-I--T-T- ®�� MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAIDMw AtO. PRE M7B0 (Paa) (+ At -) CONCRETE ! WOOD /STALIA701S t Lh I V• Sao r{•-4• rr-o• MO Ir-lo' r1-7• JILO Nt'-d' t0-r $O Nr-lo• t-9• ta0 I'-0• I'-2' 45.0 r-r• a•-r ado r-r 81-2• =0 r-J• r-9• SOLD B•-0• r-s' NB.O r-0• r-r 70.0 r-s• r-ii• no tea r-o• v-s" Sao 7-0' t•-J• ORO a-t• r-i' no 61-r a•-lo• roan rase r-s• s•-4• reoa - a•-r• R10 list a'-r MAXIMUM AwnDI') IA/WNM SEPARATION TO ALMS SCHICKRE W M SPEED 4 170 .4.h WID SPEED > 170 ,n.ph IIHIE571YRIIm FAZY ANEO usimmimmisiml RCOVACD 30 OR ttss 1' v r a 1/4' >33 To 00 1' 1" >90 TO 145 1" 1• 7 1/Y 7 1n- >t461D 'I. . y y.,r)I, R1TT%?�tr'.LIO(: RI'i41: 111 •�•:• iI'lli•i�_ to] [a]YT 1 /4. 3/4. 4/5. 5/5 A 6/5 H1 W/6. 2W/6, 3W/7 3 4W/7 --- YMA- --r--r--7 r_r-r-T -1-1 J 1_1 pµLAS BOLTED PANELS w/ 1 46-2OK7' (SEE SECTIONS M �r (SEE SECTOK BOILT W/ AS 0 OYWJIP or t. ON. 2/4- LA 1 /4, 3/4. 4/5, 5/5 k 6/5 r MAX 3 A MAX j [*IWIG. 2W/6. 3W/7 t 4W/7 1-MCNCLS (SEE SCHEDULE ON SEETS 0. 10 t11}------- REGULAR STORM PANEL n ELEVATION Y.Nr N.T.S. t/A- NW GAP (MIL OEOAP .1 MOTE WIRY) I t `AP SECTION A -ALIT 1 NJ Norm a(i) L+: U%om AUDOMU PANEL Umm FOR A OUOI PO9TK AS:A DOM LOW. I- NAK ALLOWABLE PA4 (BOIL FDA A 0A0N NEGATIVE ASA DO MWI LOAD. (2) PAD== 70 O VMW MAIMMI PANEL WW"t OATEN A POSERS A.S.D. US M1 LOAD. CDO ME W1MMN PANEL LMM %+• FROM 9CHEINAL CIAEH A NWATI, AID. DES= LOW, OE1'ERIBNE MA70WN ANa LOOIIH 1 • FROM SOEDULF- N4LL WIIMRIN ALLOWANE PeNo IDOTN a EMIR l0 1fE 1®iaBt OETDBMIKD MIHR LONGIN BEINM'L+' AM *L •. (3) SEE $CEDERS BELOW FOR MN PANEL WOM FOR PORN Q,WMICOM HIMT/LLA7ON6 INTO WO(b ARE LIMITED TO 4 ■ Pal. MAR A.S.D. OnM PRESSURE RATING 9, 10 ! 11 FOR MAX. AID. OEM Law a MAX. PANEL UDWMS IN PARR a USED. : H� FLORIDA BUILWIKi CODE Non High V•1 Hurrloano Zone * 44167 a0°n "Jilin "a 24 GAGE GALVANZED STEEL STORY PANEL DUN F.P. * oft $'• TEor IL ECOINe. PROTECTM PRODUCi% LLC "� �P GRID► ; : �' 4WN e• Ft /NUT F . • G .V'a I - Ir a, r ML'�AAKiMaa R aAHA rAWs, F Oft3SS20-175 yAt% w.. , LWW m-,r , w„ MO W,-1Aa A1OAW+ dMIA■-7MA Mte d64)MA-OM r r. r M,•Icr fM•OWOINI, WW701 w Tun 1. /t ' eRT a O/ M INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD STRUCTURES V * AMCWOAS E ,D MA5,9. I ' SEE SCHEDULE SCHEDULE ON .. 4►-3,.+• -( UlE 1SHEET 11) aA r --O ON SHEET 3) I 1/MI .0 W R11 IBa�W rI WOW ANCHOIRS PANEL LENGTH A ` I1 I i SCHISDULE (SEE SCHEDULE ON 1 M SPACER r of "v t� LENGTH 1 1 MAIL 1 1 FA L 1 I I I 1' MAR LONG ALUMINUM SPACERS • 12 1/2• .._•,• I 1' ; 1 , 1. I C70.F (SEE TANS /i ON SHEER N, I I Min. 1 1 I t1 i SEE NOR '• RElOW PoR UWSrA'"M TOR 1 1 1 SEPAAASS, ) i" IMAM. I 1MAX1/2• TONG SLEEVES. � f iY 4 I I.._ 1PANEL PANEL LENGTHi LENGTH I i (SEED SCHEDULE 1 1 (� - l tsON EE a { COTE FEMALE 0 OR PANEL MATE ON SWEET 3) ` 1 1-._PAPEL 3) .-...-_.,(__- oN SHEET S) f ; PUS (SEE SCHEME ON BEET 11) m VA U`�, __� `___ _ 1 ro CLASS. I l,Yr65-1('(SEE SCHEDULE 1 PLATE REOUNED V i i 1 CL SHEET a) ; DWCT MOUNT W/ SP*ER 10 1 •, TMMTIVE 2NP 5" ', SCALE 3/8-1• I SOUL L_ - I • 12 1/2. O.C. SEE TABLE 1 OI SHEET 11 FOR MAX. PANEL LENGTH ! 1 OF 7 I IVAL 0 DESIGN LOADS FOR THIS INSTALLATION. EO MAX MI 1 L_J - - C � • 12 1/2' O.C. i L Iil ' _ YAM ANCHORS * # Yt�: `{ -�� I 1 I, •.STAGGERED SCHEDULE ON IFV@ M MM t 1 1/2' TORS F. t1 I I SHEET 11) (1) IMGMHASDII M IIMIED 10 A ONC SORT SL4LMO5 MINT M'-0' `^' 1iKJImE. Y WIN WO OW MMff M�AmIMSnIONR Y.4• IYCIOO I tj, ll� AM I I t1I '� + MMOM mm aMROROM. CUTE ON ow L 1• MN WAMM To wa WeOOm (, • -ks- WOOD ! 1 I A00ERED N/W/ Stuff NONMM SONS TM1Y Om6OIR M ONEL WUE WMY[ W a W 1NQ'f 3 IM BE 1■10m 10 1 /�t i�7;'1' .1 - TE REQURED ■ N1rR CAGE !CAL K MIUMI IW,IBIY A • t r oA. (SEESCHEDULE 9CHEDUIE ON wo AS RIME ?cum" MS V l r-- It) I I OOIIMUyARDRWNIL Nr � RflllCttlM TROY A2 ,/Y OA. OIg11t OM (1) on mm mm a N0. -e0 Pa(O MAIL 24 Wa PMN6 LOOM a CARD A Wr A An p0ee I LAAY� �y (LH■ e A aE91mm PROP 1AMB1 ►Aa umme NAM® ON ,� .•, 1yi w MRnoHLW eGM, PMIa LOGIN W WALL YOUe���il� 01 mRE. am It). iTLE (a) to ON �O/rrtLow WALL MOUNTING !s! MAMA RNIa MIq a HRRr Oa�O Mlo a Osnw'W'WOWW'IHIWIE WWt SCALE 3/8-1, WAM M MO ,NO AR WWM 2D10 1. E 3 M PgOMm N MM ALTERNATIVE 1 W SCALE 3/11-1- (4) IOMIUOW WINO OILY FOR W,O 11 St'W'WM MO M HALO (70 EWIOAO or M RAMM 2oIIN1.3a300AAINF 1WBW-0W. A. Tl�j �Eit tIQffS: �' VCEN �� FLORIDA BUILDING CODE Non High VookweltyNurricom Zal• NOTE FOR OF SECTIONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. :• No. 44167 '; emao Y&UM,Ia 24 GAGE GALVANZED STEEL STORK PANEL Ft' DESIGN PRESSURE PAYING (p.e.0 AND PANEL LENGTHS a *: MINK /n * : * TOP 4K BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR w/o/wo COMBINED IN ANY WAY TO SUIT ANY 2W) STATE ITLTE C O GLOBAL PROTECTION PRODUCTS, LLC. ALTERNATE INe. e,F, NSTALlATION. - J`IORIO am Sm. N MBUT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD GiTm .a a a r s +�P alAaaa w MOW n- 333M MEMBERS TO % SOUTHERN PLANE No 2. W/ SPECIFIC S%'•""•• tl "'"• �„tM,F NMKF. (04)MW-VDW rMe (VN)Mr-IM7 20-175 DAMN r DEINSRIY OF 0.55 OR EQUAL- at-OOWiM r . a..,EFM9 IMf0 0 O to FLOW rEtR AX.R.W. GENERAL NOtM GENE fYa7Y. Mlln a..,.4. -+. (C) TO pnTm WOOD DIRE SPfCIFIL fAAWiY G - D.SS YW1.1; 1. STORM PANG l9OMN ON T1e5 PROOIK:T EVALUATp/ DOQIMFM (P.E.O.) WAS am VEaI1ED FDA COHPLLINLT: N ACCORDANCE _ 1/4"I TAPCON ANCHORS. AS WNIffACTURED BY LT.W. BURDEX, NC WITH THE 2020 (701 EDITION) Of THE FLOIDA NIRDNG CODE. THIS STOW PANEL SWILL NOT BE NS ALIM AT MON - /14-10 PA&MATE FTNMAI E 0 AD ►IOELMATE PLUS ANCHORS. AS WAFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELDC11Y HURRICANE ZONES (MIN-DAE / NOWMARD COUNTIES). - 1/4'6 LAC 9=0 PER ".S. DESIGN WIND LOADS WALL BE DM%W$M AS PER SECTION 1609 of THE ABOVE LEMONED CAGE FOR A BASC WID - 7/16Y . 5/6• WOW BUSHING. AS DWRINItED BY ALL POSIT SCREW. BOLT ! SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A ORE"WI M FACTOR KD-0.65, USING ASCE 7-16 APO SMALL NO EXCEED THE MAXNUM (AS.D.) DESIGN PRISSURE RATINGS NDIGTM ON SHEETS C.1) MINIMUM TNMJDED PENERATON INTO HOOD OF TAPCON ANCHORS ANAL BE 1 1/2• AND 2• FOR ELCO PANELANTE PLUS 3. 9 THRU 12 ! 17. 16 AND PANEIMALE FEMALE D. N ORDER TO VEINY THE MOVE CONW M. ULTIMATE DESIGN YID LOADS DETEOA = PER ASCE 7-14 SHALL BE FIRST REDUCED TO AS.D. DEIGN PRESSURE RATING NT MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAR (AS.D.) C2) WOMAN THIIMDED PCNETRATION Of LAD SCREW. M/TO INE WOOD FRAME UNIT SWILL BE 1 1/2-. NO THREADED DESIGN PIESSt1RE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 ! 17. 15. PENETRATION NM STUCCO SHALL RE LrJHSDERED AS PART O TIE REQUIRED tHREADED PENE1RA70N. N ORDEAL TO VERIFY THAT NHS ON THIS PLO' AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE INALLOWABIE STRESS MR WHO LOADS WAS a02 USED IN TIER ANALYSIS. FASTENERS SPACING TO WOOD HAS SEEN DETERMINED N C.3) WOMAN EDGE DISTANCE OF LAC SCREWS. INTO WOW SHALL K AS INDICATED N THIS ORAWNG AN WAIN N.D.S. 10 L'S ADEOlN4Y FORR' WSALT AND WIND RESISTANCE HAS BEEN vERSEO N ALXAImYNC£ CORN SECTION 1609.12 O STORMORM PANELS C.4) MIINRUAI PDIEtRAiIOn OF WOOD BUSItG SMALL BE S/a'. +/4' 11-20 SCREWS USED SHALL BE 1 1/2'LONG MIRMMIN THE ABovE MENTIONED CODE AS PER AIERICAN TEST LAD Or SOUTH FLORIDA REPORTS /Oat{.07-01 AND /0219.02-0l, AS ULD STUCCOEXS SHOW t, AND f• WOMAN FOR WALLS WT1N NO STUCCO. PER SSTD 12-99 ! ASTM E 330-02 STMOARDS. AND AMERICN TESTING LAB SOUTH FLORIDA REPORT /1123.D/-10 AS PER TAS-201 AND TAS-'mi PROTOCOLS, AID AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE GS) N CASE RIMY PRECAST STOME, Dt CONCRETE PANELS. OR WOW a0AAD5 BE i011ND ON THE E1957IiG FLORIDA NALDINC CODE. ENOUGH T T STRUCTURE WWII. ANt310R5 STALL BE LONG O/OUW TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C.I), C.2) a C.4) 2. ALL ALUMINUM EXTRUSIONS TO RE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS BALL BE INSTALLED FOLLA,MNC AL O THE REGONMFTDADONS AND SPECIFICATIONS OF THE ANCHORS MMIFACtURM 1 ALL ALIANNUY SHAFT METAL USED AT CLOSURES SHALL MOVE 3105-1414 ALLOY. 6. PANELS MAY ALSO BE INSTALLED HOR40NDUY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OLALRY STEEL. ASTM A-553 GRADE W LOOM, G-60 G&VMIZEO THROUGH 5) EXCEPT DINT HEADERS®!® SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 AN WIER ROLLED). 9. IT SHALL BE THIS RESPpI51BRM Di THE CONTRACTOR TO VEARY THE SOUNDNESSOrTHE STRUCTURE WHERE SHUTTER IS TO BE S. All SCREWS TO RE STAINLESS STEEL 304 OR 318 ANSI SERFS OR CORROSION RESISTANT COAlEO CARBON STEEL AS PER DIN Ate. TO INSURE PROPER ANCHORAGE. THIS WRITTEN SILL ONLY DE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SWIG W/ So All YIELD STRENGTH TDS NGTH A90 Poi TI.E STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.J.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 4 4. 5, 6 AND ALTERNATIVES WWI, 3W ! 49 ON 6. BOLTS TO BE ASTM A-307 GALVANIZED STEED.. OR AIM 304 SERIES STAINLESS STEEL. WITH 36 AN WftWM YIELD STRENGTH. SHEETS 4. S. 6 ! 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND REACILY VISIBLE MMOW ISiRVCTM OWNER OR TENANT TO SECURE PAMS WITH APPLICABLE RE110O CENDIT DURING POMM OF HURRICANE MRNM. 7. ANOIDRS TO WALL SHALL RE AS FOLLOWS 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CALILK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH THE MAOO TO PREVENT wwo/RA/N NROSION. (A) To ,pasim P - 1/4'0 TAPCOI ANCf10R5 AS W"XACTMED BY LT.W. BUILDEX. INC. (Yin. Fc-3192 p-L) 12. $TOM,/ PANEL INSTALLATION SHALL COMPLY WASH SPECS NdCATED IN THIS DRAM PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' r . 7/8' CALK-" ANCHORS. AS WNOFACIUREO BY DEWALT INC. PROVIDED BY THE JURISDICTION MERE POW IS APPLIED TO. - (W. SOLID -SET ANCHORS, AS DSTRINHIF3) BY ALL PONTSCREW, BOLT a S3+EGIALM CO. . J/{' SOL rc.3000 p..J.) 13. (a) THIS PRODUCT ONLANTON DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND NOT T PROVIDE INFORMATION(WALL - /14-10 PAIEUMATE FEMAE 0 ! PANEUYLTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SCE SPECIFIC PROJECT; La. WHERE THE SITE CONDITIONS DEVIATE FROM THE PIG.- 1/4'6 2AMAC NARK AHK70RS, M MANUFACTURED er DEMLT. INC. (b) WNIRACTOR TO BE IEWONSMEE FOR THE SELECTION • PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT AI WARM EMBEDMENT OF TAPCON NICHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PAELYATE AND BASED ON TINS P.E.D.ITEPROVIDED HE/SHE EDOES NOT DEVOTE FROM THE CONDITIONS DEMHI.ED ON THIS DOCUMENT, TSITE CONSTRUCTION SAFETY AAT SS THE CONTRACTOR'S RESPONSIBILITY. 1 J/Y FOR hAl1AC WAIN ANCHORS. THIS PRODUCT EVN.WTION OOCrRENT WILL DE OONSOERED 1INYALID RIP MODIFIED. AZ) CALK-INa SOUR -SET ANCHORS SHALL BE EMBEDDED 7/6• INTO THE POURED COMPLETE. NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4• 0-20 SCREWS USED SNAIL BE 1 1/2• LONG MNMWM SHOULD STUCCO EXIST. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEM OR ARCHITECT WHICH WILL WOOF THE AND ALLAS Wt' MINIMUM FOR WTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER O RECDRD (E.OR) FOR TE PREAEST AND WINO WLI. BE RESPONSIBLE FOR THE BUT MTN WING NUS. PROPER USE OF THE P.ED. EN(ANEER OF RECORD• ACTING AS A 0181IMTE0 ENGOEER TO THE PLED. ENIEEA• SHALL SUBMIT To THIS LATTER THE SITE SPEOF OMD" FOR REVIEW. A3) N CASE THAT PRECAST STOE• PRECAST CONCRETE PAWS. PAYERS. STUCCO OR WOOD BOARDS RE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MARL STRUCTURE KOO SUCH PANELS. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIOHATURE Of THE PROFESSIONAL M04ORW SHALL BE AS MENTIONED IN At) AND IN A2). ENGINEER O RECORD THAT PRUMED IT. (B) TO EXISiNO CONCRETE ADC( WALL ASTY L-90: M SHUTTER MOWACTUEA'S LABEL SFNLL BE LOOTED ON A READILY VISIBLE LOCATION AT STORY - 1/4' r TAPCO/ ANt2HOR5 A9 MANUFACTURED BY 1. T. W. GUIDE%. MC. PANE SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 OF FLORIDA BUILDING CODE. ONE LABEL SWAL BE PLACM FOR OPENING. LABELING 10 COMPLY WITH 5[CWN 1709.9.3 OF THE - 1/4• P . 7/3' CALK-ONANCHM. AS MANUFACTURED BY DEVALT, INC. FLORIDA BURDCODEEVERY NC - //4'e z 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT ! SPECIALTY CO. - /14-to PANCLAATE FEMALE ID AND PANELWTE PLUS ANCHORS, AS MANLI/ACTURED BY f1CO COSTRNCTION IN - 1/1P ZA AC NWUN ANCHORS. AS MANUFACTURED BY OEWALT. NC A. T �a.....!... MINIMUM111MINIMUMEMSEOM E NT Of TAPCOtN ANCOORS. ELCO PMMMATES AND ZAMAC NARK INTO O THE •vCEN • :°/9 FLORIW► BINDING CODE Non h V NurrlDaM zone), BLOCK UNIT SHAU. BE 1 1/4. 9.2) CALK-N a SOUO-SET ANCHORS SCOWL Be EMBEDDED 7/6' INTO THE CONCRETE BLOCK UNIT. NO Nn 44 7 :• aM1Y R,mO, Nc 24 BADE GALVANIZED STEEL STOW PANEL NIACIN Nm STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD EXIST, AND ,• IeMMRIMI FOR wAtu WITH NO srlMw. •Ta STATE 9 B.3) IN CASE THAT PRECAST STOIE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE 'CORN EXISTING WALL. ANCHORS SHALL 9E LOW ENOUGH TO REACH THE MAIM STRUCTURE I. SUCH s ••... ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 11.2). /ORAL Ann - ^�x, % �-V �• / PL 9EAL/eWAtUM/U COWL �L E C O WNe PROTECTION PRODUCTS, U.C. OWE A.133T� m6He aMN-70.k nuc (w)M*- MO p aft 20-175 WIrR r ,A m , r 1, N,l. ti .:» . L,M�'1„-,.,.. ,. , �_,.n Ch-0006719 0 4 RUN L, PL 9 THROUGH 10) SEPARATION TO GUMS .--- (SEE SCHEDULE ON SHEET 3) CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 1•Was. PANEL LENGTH (SEE SCHEDULE ON SWEET )3 I SOS I1 ____ ....__._L.._.. __I i1.r III tneAMl Lai Bum tN WRIT a ALTERNATE CONCRETE POURED CONCRETE ANCHORS CONCRETE BLOCK AEOUME (SEE SOEDUE ON SEE15 9 T61000H 10) 4Y W1.6 � 0 rolouGH TO) M SEPARATION Lfa Va ' GA. 4AMn. TO alm SCHEEDULE I eat,Ml wHL LeMN as fI} ;tomSEE A I YOA PANEL LENGTH E (SEE SCIEOULE B I ON SHEET 3) F I I LASS 60 1 1 562 MACH' I f T L . , I 1 L � CONCRETE BLOCK I 9TA900E0 W�I�BTJS� (m SCHEDULE ON SHEETS 0 THROUGH 10) SCALE 3/4-/" ANCHORS ALTERNATE TE WOA SCHEDULE ON (SEE SCEDUE ON ' It) SESTET it) '✓ I OIA55_9 I WOOD ANCHORS I j Dot- (AREEEET 11SC wA TORN ' (SEE I I SCHEDULE I /4-.-M eNLII r i i Os me MN 1 1 SIGN a'"7-en •L• WR 1 PANEL. LENGTH SEE SO4EDLU (ON I S14fT 3)3) T 1 1 1 ' �. MARS \:/ \ O 12 1/2' O.C. 1 ; ' 1 r WOOD REQUIRED 22 .4* WOOD WOOD ANCHORS {t"'-:-�___ ._ I MEE E-.L. 3/4' EET 11} _ _2• CMNO A 4'�Si SOME 3/0-1' CO NOTE MR COMBINATION OF SECTIONS: lcm. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP k BOTTOM MOUNTINGS CAN BE DES" PRESSURE RATNO (.al) AND PANEL LENGTHS AN COMBINED IN Y WAY TO SEMI ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO RE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL tra � CONCRETE REOIARED. T ANCA0R1 HWAE ON • THROUGH ON SWEET 3) ARE USED iMeIELAVIIES W'/ WHEN ME USED ARM SEPARINI N TO GLASS. _...(SEE SCHEDULE ON SEET 3) IOU No L6L%BllA�fi�llL SCALE 3/8-1* LEG ON l' MINL PAWL LENGTH SCHEDULE OWN SHEET 30 uvla �a OIL A+r SEE v MAX. PANEL LENGTH a PonSCHEDU OBIT- (ON :HICET 3) t ( MAX > c t` N O Q O O C !` CIO cu VI 0 c) C CIS LL .(n -p O JE CIO /mom .102 CIO r/ / 0 V+ V N a? � C 3 :- 0 > LUJ Z o C' t U r-C C NO (•_7 E'•M • LmL 3+G = y to GL to� y a t = C4 03 SC C.= O) .. E _ o o 3 3 KI_c CA aN -0 y u m Its % o E =° o d t3 0 Car1t W cu O cnc, CL U cuL..1. 0 V� ■ � V I cu LLI d Z Z Q J SHEET NO. IS 1, 3. CASE A (ELAN) SCALE T/4•-I• Im (Mft PANEL oVEAAP BEYOND OPD MO 2AOT10 X - S.O. 00JOICE CASE E (PLAN) SCALE 1/4•-l• lvREs E OR ODWMOF1EAc r NM$.j 4 '©� _ M00D PRIME ' -2 1/2, FCIM I 1/4'e . 1 3/4• TAFCON CORCOM ELOOK E L f� "^ `v mom Ole o£`.`± 2 1/2• rIMO-MWwm now (`��! T1 i 7 wrYa�E9 W< L il3i M2p. E r MILT[ ON RNNME IOU WGOM --��,---- _ 1 ( .CEO•s1W-N,a4 SHM - '- (� MI['tK AIUY. 60R OWE 2. ^i t/4• • 60LI 4• . 4• . Ate • lr OD. 5+05-N14 at 4063-To AUDI W/AAC.UT C.A. A.Aa ANISE CASE B (PLAN) CASE C (PLAN) SCALE 1/4•-1• SCALE 1/4•-I• CASE F (PLAN) SCALE 1/4•-l' ,O ,® OR Ann-9LT a CML-« II9�p f1vryA91N1QMaALc1oMEPMilAMn OR aw WOOD0 60U'WDPBNaIO / fAl >ti,EETf f. 10 3/4' n •© OR(D , ADO N/ oFcmo D r110N1 k AOAI /GT ruwas vMw{rl To ,ILL'I'M C r no PALL) CASE G (PLAN) \. S4t`''•, 7' VALID FOR DIRER MOUNT INSTALLATION ONLY k CERTIFIED PANEL. NSULIAIDN AT WALLS W/ NO.44i67 SURFACE UNEL VAMMOKS WITHIN 3/4- * FLORIDA DUIIDING CODE (Non Mah ValaaMY HNrrleans MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINSTALATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 8 k 7) MAX A.S.O. DESIGN PRESSURE RA1916 644110" ANCHORS SPACING FOR E.O. - AS 11HOWN ON SHMIS 6 St 7 APP'UCA,BLE TO k ANY OF THU mommum PANEL LOW, 1• (R.) TAPCON LAO 5g1EW PMRLWIE FEMALE D PAELAMTE PHIS WOGUSHI G, OD IT IT 1r it IT III MT- 13. IT 13• IT IT iW (BOTTOM) 6 1/2• a l/r 6 1/r 6 ,/r 6 ,n• 2W OOP) • 1/4• 1 12 1/2- It IX (60R.•) S-0• OR r r r r - OOP) LESS r r r r - 3r muff" IT IT 13, 13• IT -45 OR LEN 13• 13• IT IT it IT tr 13• 13• a 1/2' N IT IT 13' Ir r tr (BOrol) 6 1/2• a 1/2' a 1/2• 6 1/r 6 l/2• (fop) - - 6 1/4• 2 1n' 1TO 4 1/2` 4• a 1/2• 6 1/2'(MAP)4•-4' 4 In• 41/2• r3r L 00710) 10 11/2- 9 1/r 12' ,r• (MAP) ,r Ir 13' 13' CDT" • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS r MAX. PANEL BLITHE WHEN SPACER ® IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 MAX. ASA, DESIGN PRATING RESSURE MUM N MAXIMUM SPACING FOR E.D. - AS SHOWNON SHEETS 6 A 7 APPLICABLE ID k AIY OF THEM MAIWNtUM PANEL lfl1NiIM (R.) TAPCOH IAA 90" PAHELATE FEMALE D PAFELIOATE PLUS WOOD BUSHING IT IT IT IT 13• 1w it IT 1r it r Ir (65ITG0 6 1/2' 6 1/r a I/r 6 I/2• a In' Ia►) all (41/2-m r 7 1/2- a' 6• Los 7 I Jr a• r w MAN) IT 1r 1r 1r a45.-45 _75 Ir tr ,r 13• um75. tr Ir 13' tr tr Ir ,r tr 6 4m) 6 ln• a l/r 6 I/2• 6 1/2` • 61/4' 12 1/2• 61/4• (BOIL•) >'sro r-r 4 1/2• a• 7 t/2' 7 tn• - (I' r 5 1/r r •• - 13N ounot0 13" 12• 1r IT 5 ,/r CHIP) lr 1r I IT I IT 10, INS) • SEE TABLE %1 MR MAX.- A.S.D. DESIGN LCA05 k MAX. -PAEL LEND" WHEN SPACER 019 USED, CORIIESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 7 u-a a AS L OES10N UM lEm Palm 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6•-2• > 50 PSF TO 60 PSF W-10" A MAX. PANEL. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AIMAJ E ID OR PANEL MATE PLUS A19CFIORS h W/ SP ma.va 1/2" O.C. 31 Cm 14 lit a-1 1 , oaAiA" Gass i- -__ _L--- A w SATE! tENODH (SEE 23EMATCN a1-'SEP'•ARA ; am SARI 12) 1 70 OLM I 1 1 I 1 , I EMSIING PDU @pi EOA CONCIR47E oR I CONCREIT INCURRED. eLoeX ! ; W yr OC pAEt pya(5_.,_ ANCHOR 40 122 1 O.C. Awcr1 Zgincuut YRi SEE amm l6 a Is MR MM,IUX14 TIK k slyme FOIL Now4umOM tiro I000 NAE ammm, INWPN MICIMR wwom AND MWIN E m onomm ARE RIDICOID ON IM6 SO4DULL MR EA LW T,WN momm am 213MUE mm *am PAC" rf IRAIALwo VACS WMM ON ictmuti rr IRE FONpNG FAG70Ra MR IRS OPWWOON W 6E mm SNAILS mm uNM FCtat SIYLL NOT K LEE{ THAN lWW SPACID "MUM IN FACt ANDIA PIPE DN 7M sa+mut 1/4'• L A1M1101t 1ME IPPMW IRWSAI memo IMAM DU ] ] •AAMNM O.I.A. 6U 7 ] 3 ] IR MIA.sslsl OrAI ¢� Y IOSL R s CLOT IIIODR II •m - : 1 40i - r am /m ]qr - //4'e PANEUMA7E INGHOR (BEIDNO) WALL MOUNTINGS SCALE 3/8-1- Ea• I/Pr.2b,'p V to amLWWoiSi' �: --} 1• MAX !• RANEL LENOM OEE ELr*VM N SH!Ef 12)12) MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STO M PANIEL (D INSTALLATIONS INTO CONCRETE & CONCRIM BLOCK STRUCTURIM (VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAUL. ASDESIGND. P MAMM ANCHORS SPACING FOR MI E.D. PER SpIFDU E BELOW F MAXIMUM PANEL LDI M (ft) MAIL ASD. DESIGN P (P.&I.) W16MN NICNM9 SP04M0 FOR MI ED. Pflt SCHEDULE ELAN All 'pJam � E IM1v6M LOO INommmum TMommmommOON SOLD -SET FEMALE D PLUS CIUt-N y, of /HEY TAPCON SNIT-w FIDANUE M}�2MIAC-MALIN p6X-61 y W A 10 AAWWAa, THEM 443. -45 LEEN ,r Ir it Ir Ir Ir it /r tr ,Y i a,�• LESS ro- 5 *66. -a tr Ir ,Y Ir ,r ,r Ir tr lr it Ir ,In 1,r a•_, OR LESS Ir 1r IT ,r 13• it ,r p Ir Ir 1 (•Ot1o10 Ir Ir IT Ir /r it Ir it it Ir Ir t In I (601TOM)Ir IT Ir it ,r Ir Ir Ir Ir Ir 2 mm it Ir tr Ir it it Ir /r Ir it it 1 ,n 2(HIP) tr ,3• Ir IS' Ir Ir Ir tr Ir Ir 2 (BORON) it Ir tr it Ir Ir it IT Ir ,r ,r 1 i 2 (f01100 Ir Ir /r IT 1r it IT it it IT 3 (10P) 13' IT IT IT it it IT IT IT IT 1r it 1/2 3 (LOP) - - 12 tlrll2 1/1 6 I/4. 6 I/4• 12 1/2 12 lIr- - 6 1/4' 6 1/0 3 (WnUM) 12 ,n 2 1/2 6 1/4. 6 1/4• 12 1/2-12 Ile i/4' 3 (BOFW r I r I r I r r r r r 6' I IF r 7 1/2• 4 (TOP) r 5 In' 6 I a• I r 6 1/2• r 7 1/2' a' r r r 4 CLOP) r - I r - •' - r - a' - r - 4 (9orw r - r - Ir - a" a• - a• - (90ttW) IT ,3' 13' 13• 73" ,3' tr Ir ,r tr W /r (70P) IT IT /r IT IT it IT ,r IT IT it 1/ (7pP) IT it IT 13' it IT it IT IT IT IT IT 5 amnoN) IT it IT IT ,r 13• IT tr it I3• 1 1/2 5 OW1011) IT is, IT IT 1r IT it lr IT IT IT 13• 6 CHIP) IT IT IT IT IT IT IT ,r IT IT t 1/2 6 OOP) _ - 6 1 4• 6 1/4' 6 1 4• 6 1/4• - - - - a Ile 6 t/4- a - - 6 I/4' 6 1/4' 6 1/4- 6 1/4' -1 - - - 6 1 4' 9 Ile 6 DOLT.••) it r IT 10 1n IT r IT r 7 1/2 5 , IT ♦ , i >e,� 1O I4� IT r IT IT it 6 Ir 1/i• 6 / IT 5 1 , ).V-r• To W-r�r IT r IT IV IT 9 1/2 IT 9 to 10 1/2 7 1/2 it r I (•oyw IT 7 1/2' it IT 1r ,r IT 11• r IT a ln• /��..' I DIDTION) IT r IT 10 , IT r it r 7 1/2 5 in IT 4 tn- 2 (MAP) IT r IT IT it 9 tn' IT tn• fl/2'� 6 1/r IT 5 I/r 2 MP) IT r IT IT IT 9 1/2 IT 9 1/2 10 1/2 7 1n IT 4 1/2. 2 (BOFIGM) IT 7 I/r it IT 13' lr it „' a` IT 6 I/r 2 (6armN) IT r IT IS' 1r 9 1/2 IT 6 //2 ,0 In 7 1/2 IT 4 //r 3 C100) Ir 7 l/r IT IT IT it IT to'I,• r IT Din• ](MOP) 2 in 12 , 6 ,f4' 6 I11V 2 I 6,/4' 6,/4- 6 1/4' 3 (BOTTOM) 2 1/2 2, O,/a' t i/a' 2 1 6 I/P 6 1/4' 3 DIDTION) r r r 5In• r 3 Ile r 4' 4 1/2' 3• 6 1/2' r 4 (MAP) 7 1/r r r r r 4• a' 1/2' 3 1/r 6In• r 4 (ADP) a s r 3 tn7 t/2• (•omo60 r r r - r tn' - 7 in• - MMUO IT r Ir 13' ,r 6 1/2- IT 9 I/r o In 7 t/r tr r (Top) ,r s t/r it Ir ,r fr 1r II' r lr a !Ir s CLOP)Ir Y l3• 73• tr 9 1/2' 13• 9 1/2' 0, 7 1/2' it otn• (90ROM) lr s In' it IT tr ,r it 1,' r tr a ,/2 owaU) lr S' 1]' 701/2 Ir 7• Ir r 7 1/r 5 I/r 13' . ,n' a (Tar) 1r a• ,r Ir it A ,n• 1r ,/r 6 1n• 1r 5 1/r a (TOP) 61/4. 61/4-14 t 4. 6 Ile[ 6 1 4' 6 / 4.6 DaTI.•• - - 11 1 4• a, 4. 6 / 4. 6 1/4' - - - - • 1 4• I i 4. 6 IRS OW It FOR A1MMR2 TIPS k SPACING roR 141N1A71 M NOD VM MADE SWAP= • ,16WNM NOW PAGAR AM WHOM FOGS DISTANCE AK MOM CHI ,HIS SC/NDM.E MR E.D. I= nMI some ON $am" mm Amm sF M Or "mm SIMOWS DO M ON SCEOCL N THE FOLLOWS FACIONS. FOR INS OPOMMM ro M MORE, RFOIM SPMCMG as"a IWSW FWM MALL NOT 6E LOS IMAM wpm w4m pONWEo to TRH Amomom ,Mpt a am EGmRL New TOE 1/4'I 1 4: 1/4: 1/4•. 1/4. waoN IWsaW QAL - Nmam At om SPAOD OA.) 3 ] 3 3 2 /K a 1/2 himmm WM 3 3 3 ,K 3 GMrAN0r04 NOof 3 ] ,K 3 1/2• 3 1/2 a ,/r 4 AIITM. m0E ONB•1L7< ►AC101t - LAO cm 3,1r _ ,m tm +m Hie •• SPACR•KS ONLY WUD MEN 517AACER S USED. SEE JI FOR MAX. A.S.D. DES" LOADS k MAX PANEL WHEN SPPCER S USV'D. ' ROOM ON SHIEEIS 11 14. 15 --- (SEE SECIIONS k ALTE1alOM ON SLEETS 13. 14. 15 k15) - UFE SAFETY STORM PANEL In ELEVATIONREGULAR 2mr (t) SCALE 1/4"-1' STORK PANEL (MR. OA�-1 9�N1 V/UEY! LIFE Vl PANEL EXTERIOR •t1 SECTION A-A� SCALE I/4•.1' p1haNiffug e MI WALL blIQUIlITIMM am 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS gg AID PANEL LENGTHS AS PER ELEVATION ON It 2. FOR NEW WOOD FRAS(E CONSTRUCTION; WOOD MIEMISM TO K SOURiERN PRE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. F-11414:;:..Nliiv'11111- 17 7eUAL A A.S.D. DOW LOAD MAX66MA PA I L LIDINIM 40 PSF OR LESS 6•-8- > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO W PSF 5'-10- A MAX. PANEL LENGTHS ARE DIV VAUD FOR INSTALLATIONS W/ SOLID SET ANf R W/ SPACER AT 12 1/2• D.C. r-r • a4oa -40.0 PAf. (W/ VJDLAP MD vAHn Umm sG.t) 7-6• • 4a". -54.0 Ala/. CW/O OMLM MD PANEL Umm 80.7) USE r-a- Mal. WIEL LLNaM AT ALL MOUNIIGS L2/j i I f i r H6 t MSIAtLATI0N5 ONLY WLO FOR WOO ,. NN.i SPEED UP 70 170 -Ph. 1/4' MAX. OM IREQULAR 9TOIM PANEL Oq1° i0` NO' 24 UK GALVANIZED STEEL STORM PANEL p. oR r L ET C o PROTECTION PRODUCTS. p yM�° Am a III $IR>fT AL r. saga K M CfOWL Ft.. 33314 20-175 0� ol-nM "we rM N-0M0. %ft 05000-M 1%a600s7fI . oAWPW ll. LTOH A i2A9 k- PE Wm ,3 OF Is '[a t1- ID�O Ms 60Ot • -s •nt oa TAPCON 2t4• Wp R • 9. O.C. PLATE REWIRED DR. OINAAP -C MAX 6. PANEL LENGIN CON "m TION 12) (VALID ONLY FOR PANELUI MISTAL(A;IONS AS PER SECTIONS i THRU 8. ON SHEETS 4 A 5) MAX ASA P RATING }) YAMm A1ICAWRt lPAN71G PoR IMM EA PEA SCIEDLItL BELOW 4PPLCARL MAXIILM l PANEL (A) LAX. AS.0. PRESSURE RATING �r LiAX6/{IY ARG,ORS lPAC610 i0R MM E.0. PR 9CH�LtE ICLONDESIGN AIPPLIC/EIE NAXMN iD1OM (ti) TAICON 901n-SET FEMNJED ftmwy 7MpIC-INCH plR-M TMCON 901M-SET nyD 7MMO-IWJI GW(-M y �II}, W A A TO A A �, 111D7 W Comm a& -OF A to W X$ A 111EY m-6a 475. -75 IT It' tr IT IT IT it IT IT Ir it to* i w-r OR LASS ♦7L -75 To alit-I194 IT 5• Ir o t Ir 6 1 IT a I/ 7 1/2• s i Ir 4 t t W-e• OR LOB IT II' IT 13• IT IT IT IT IT ,r IT lr 10901T010 it f I/r IT IT IT s• IT S' W 7 tn• IT r 1 ammam) IT It- IT I]' IT IT IT IT IT it IT ,r 2 CLOP) it r IT o , ,r s 1/r IT a 1/r 7 1/r a 1/2' IT 4 1/3' 2 (70p) IT If* 1r 13' it IT IT IT IT IT it IW 2 (•01104+) IT r IT IT IT 9 Ile IT 9 ,/2• O , 7 t/r iJ- 6 In' : DIOIT•MO IT i1• 1r IT IT it IT IT 1s• IT i3• to* 3 OOP) IT r IT IT tr 9 , IT ! 1/2• f0 , 7 tn' IT r3 flop) 2 I/2 12 1 5 1/4• 4 1/4' 2 1/2 12 1/2 - - f 1/4. / 1/4- 3 O607To10 - - 2 / 2 , 6 1/4. 6 1/4' 2 1/2 6 I11V - - 6 1/4, 6 1/4. 3 (6q i6m r a' s' r D• r r 4 I/r r 51 a• 4 1/2' 4 (TOP) r r r 6 1/2' r 3 I/r r 4• 4 1/r 3• 6 I/r 2 ,/r 4 59 r - a• - r- r 6• r - a• - 4 (90TW a• - 6 ,/r - r - r - Is 1/r - r - 4 OLDROY) IT 11• IT I IT IT Is' IT IT IT Ir 1r to' 9 (LOP) ,r 11/r IT IT IT r 1T r Ir 71/2' IT r 5(Top) IT 1,' IT IT IT IT IT IT IT ,r IT to' OW YAM) IT r 1T IT IT 9 In' IT • 1/2• 0 , 7 1/2' 13' r DlDtraM) IT 1t• 13' IT it it IT IT IT tr IT to' a c�,lyo,py.)� IT 6• IT f0 I IT 4 in' IT 6 1K 7 1/r 5 I/r IT 4 I/r (LOP) - - 6 1/4-10 Ile a I/4• 6 1 t' - - - - 6 / 4• 6 1/0 6 man») - - 0 1/4- 6 1/4- a 1/4- 41 4• 6 1 4• a 1 4' - - 6 1/N a I/a• a .• ) IT 7 , IT ,3' it 1r tY IV „• r 1 1 >S,-r -O r-r IT 6• ,r to , IT 6 I IT 6 , 7 , 5 , tr 4 1/ 1 >,�•2 TO 1r 7 Ile IT IT IT o 1/2 IT to 1/2 ,1 1 a' IT r 1 ( FiW) IT 9 Ile or IT -IT r IT 9• IV 7 I/r IT r 1 (MITIOMM) IT 7 //r 13' 13• IT Ir IT t0• ,t• a•6 1/2' 2 (MAP) IT 5• IT o I/2 IT s 1/r IT 6 I/r 7 ,/2• 5 1/2' IT 4 1n• 2 f� 13' 7 1/r IT it IT 0 , 13• 0 I/2 1 In r r 2 0011XN) Ir 7' lr Ir Ir 9 1/2' ,r 9 1/Y 1 7 //r IT f 1/2' 2 (•OITOM) Ir 7 1/r Ir Ir ,r o , lr o Inll 1/•2 a• FIT6 r 3 (TOP) Ir r it ,r it 9 l/2• Ir 9 Ile 0 1 7 1/2• IT r 3 (MAP) I/ i t 5 1/4• 6 1/4• 2 1/2 6 I/4• 6 ,/4' 3(rOr1OM) 2 t/2 2 t - 6 1/4• 6 ,/4' 2 to 6 1/4• - - 61/4- 6 1/4. 3 (WffOMN) 7 In• 3 I/r r r 7 I/r V r 4 1/2• 5' 3 1/2' r 4 (tOP) r r r a 1/r r 3 In• r 4• 4 ,/2" 3• 6 I/r 21/2. 4 (LOP)r - a' - r - s - e - - (•OT+OM+) r - a I/r - s - r - 5tn• - r - (90TIOU)Ir 7 I/r 13' Ir IT 10 In Is• 0 1/4 I / r I r (Top) IT 61/2• it IT 1r 9• IT lr 7 1/2' IT r CLOP) 13• 7 tn' 17• 1r 13' o , Ir 10 l/ , t r IT 7• S (9DT1060 it r IT IT IT 6 1/2• IT 9 1/2' 10 1/2' 7 ,/r IT rMOTION) 1s• 7 in' tr 1r tr - /O I/2 1r 10 1/2 , ,/ r it I T is (MAP) tr r IT it 6 1/r IT 6 ,/r 7 ,n• a Ile IT 4 In' 6 (IMP) 6 1 4• 6 1 a• 6/ 4• e t 4- 6 1 4• 1 6 1/4- 19 -) f 14' f t 4. 6 1 4' S/ 4• a, 4• 6 I/4• RE OW it FDA AMLIMM6 rM k !MONK RO 6K,NUMM Will WOOD WAR 61WN10L • NOW" AACRop SFACerf MK IEIW S ON DRUM ME IOCA1Tm ON IMF 9C62AAL FOR La I= IRAN MUM ON SL7MCE I IKU AMCHOI, WORD fr WJLTrL M SPN" Sao oN MM DOF Of IRE,'011O6aM FACMW FOR 11M OMW IM 10M PO$SWM INDUCED SFeeM 01IV M USING MACWI SHALL NOT ME LEIS NNW UNION SPAM 19110101D FOR D1LI1 MOM AMC W TM 201MI4L APKINOR 7WX 110011 saw-m GAI-W MKLN ANCHOR >111C7K p1) 3 3 3 3 2 IK 2 1/2 AWNKM62M oN 3 I IK r 3 3 ,K 3 a 31K 3/K 31A 3,K 4 fISTAMANA) sYMt ACIUAR ®6E B.RINR fA110R _ 2 ,K •i, 0.m - - am ale - Im DA) --- 3t - Im Im ,m Im '• SPACINGS ONLY %W WHFN SPACER IS USED. SEE 1 MR MAX. NSA. DESIGN LOADS t MAX PAEL WHEN SPACES! I/4-0 TAR ANCHOR • I /r• TIP( ANCHOR W (_i/4Y TAPOON I ,/4'a TAPOON A1/A;110R � r wc. � AwwHOR � 6• as POURED COmC*m OR 6rN1fi POUIKD LXNpETE OR BLOCL REOUIREO. DOCK REOUWEO. i4 "Jw um iM IINKEM Is k Ie I= AIemm HYPE k WV=c MR POLAILAWS Am SDOO FAME 6UACIIW. MEGA ANCHOR SPOMM AND NRAMON aI6 ma ma ARE WCATm ON INS SCULL LEIS IRAN FOR LIL LIRAN INOGRo aM walcu E sEDOct NO" SPAOM SA, NULipLYN9 SPACM swm ON SCH60ME Or THE FOLLOWS rAcTon MR im oP,ow" A a1 roMELL Nsum MPACM o1oXaED us" FACWo MOLL Hot WE UMS THAN6WIaIN SIMCON RRCIRFD MR EACH ANC OW rtw am M SammALL AlIC1A11WW 1/4% vrmM ANNUAL ARMOR WMW O•3 3 4=N� o..a. 00 IAA,,,CW 0.,.,IY 0-0 GO 3 3 A m •EE9R Saw RIOWII , , 03• a ,n. aN r sm 3 / 7lLE 11 A A.". DE810N LORD (11JIM P m 40 PSF OR LESS W-W > 40 PW TO 50 PSF 6--2- * 50 PSF TO 60 PSF W-101 A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS a W/ SPACER AT 12 1/2" O.C. PAIRED OR 6LOCL jrTO G/IS3.601E vaL_ MIR 1RA aWrA- S-- - - AMA1 NAX7^ NAXPAWL LENOMI• I i (SEE aftwm ON 9/EET 122) 1 1 I ON &EEr 2)2)1 a TO GLASS. 1 I • I O 1 1 I 3 � j / � s• a. j I ED EDED 4 4' 4 LID, Ns ED A IN Hd As 1/4•e TA`OON 1/4•0 TAPOON ANCHOR • r D.C. ANCHOR a r O.C. LcmPOURED CONC1EIT OR EXAS1r16 POURED CONDOM OR BLOCK REQUIRED. EONCRETE 9.00c IKGGNFD. ;i�1i►IPTa]!`I� if-7T�ai�l .�� INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO WOOD STRUCTURES r41 i ROM (WADS 1fJ1pER � � � � 1 1'e 7APCON / i 4Y TM•CON • •• D.C. • r D.C. \ VAX MA' t6 1 L 1 j i .._ __. _._ ._- . GLASS 1-ryNC N ( Y MAUL MAX.CLAM. PANEL LENGM NE • I PAL LENGTH 1 �• (SEE DEWMM D 1 (SEE ELEMAIION I ON S2)2); I ON SHEET 12) j HEET a S 1 I - Ij L/2 a O GABS. • M 1/r OC (� i • W 1/r R 1 I ) A t j PLAI k. i PLATE 1 ` 7� I REOUIED I 1 I 1/4•P PAWEIMA7E PLUS REAUIRFD ` �i� 1/4-0 PANELMAIE PLUS AtICNOR • 12 //r O.C. ' 1 ANCIWR O 12 i/2. O.C. I f +. II • if I [11 - e �S PANEL fir Ill„LANs WALL EIIOI)NflNOSrcP.A_!!k/�'9 x+uE t(3/a. .44157 FLORIDA WILDING CODE 011on Mob Y NurricaR6 lone tlDffS am2o Tarmo na ZI DACE CALVAMRED STEEL S101B1 PANEL OWN NSTALLATWMAX. N ARE ONLY VALID FOR MA.S.D. .pq5FTATE OWN' ON DESIGN PRESSURE RATINGS (p.a.f) AND PANEL " ••• F( lmm �• ' OR IL E C 0 END. PROTECT" PR�TS• �• A SAW. LENGTHS AS PER ELEVATION ON SHEET 12. h)tJAI. �� p0°atAL6f 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i'37DA4 NNNNLHLM` / Ls..W�i'LS�`,li.s.p�•*-,a,� PaWE1 (aes)rra-tma fm (w)w-sm 20-175 MEMBERS TO RE SOUTHERN PEKE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUN_ .. . MAMA A. PE PAre110w00067Iw Pt ' ow to N Is N N � cu O O a-• U N2 0 Q oO O C .� O U Z3 cCD O O C O ca. O ^^11 W O O O CB u- O > .� 0 Q � m � (n CD Q V V >r � o Z 0 O -C= n n - C.3 m - 'o m x t4 C li N1 Co y O 4cc CO Q cu cc $ G) ICL 07 nt.. C C 03 C2 cX , a (O C33 a L3 CD N CL c E (° o Q- Y.O. cn .}^..i W c/) cu CNNNN O U) CL CII clu _0 a /�/^^ v ' cu W Q Z Z Q J SHEET NO. SH 1.4� !'._.__ IIN+Ir' 71� I I'll ITFd��A = ■/BSI •BB)/� • 81/� ANCHORS mnm E21 a A&WMTK III ON BRIEF 10) f� �i t *NOOTTE i) (END PANEL} SEE NOTES , 3, 4 (INTERIOR PANEL) I (I OR PANEL) (INTERIOR PANEL) (ENO PANEL) I I I ( SEE NOTES 2, 3. 4 1 I • TED PAPIELCNEP ONSS W/ 1/4P-20, OF S'-0` RAIL PANEL LENGTH !! O 40-0 P- f, L• 1 AP. 5611 of t• MAN JJ_L�JJ_LLJJILLJJ_L J1LLJ L111LLJJ_LLJJ1 1JJ_L1JJ e e • ..! 3• Mml. 'v .i�LN SEE NOTE 4 • 13• Mm. �. I. W. LFE SN 3 •V ,-� -RE1 E J I• M. N61E --_ SECTOR ¢I 8: ALTERNATIVE EIIW ON SHEET IS) -- -' EZt/18, EZiw/le TYPICAL ELEYATION FOR SERIES 2000 E-Z HANG STORM PANEL j, SYSTEM (�} mL GAP E"1.9 T��•�►�.w. ENGINEERING ENGINEERING EXPRE//� PRODUCT EVALUATION REPORT September 15, 2020 AppaaaBon Number: 17M.1- R2 EX Project Number: 20.31543 Product Manuhdurar: At Amorl an Shutters and Glass Morw/actuFaw Address: 1540 Donne Road West Patin Bosch. FL 33409 Product Name 8 Dawxiplbn: 249a Galvanized Steel Storm Per" Lot" M"Ie Impact RatlNtent Scope of Evaluation: This Product Evaluation R•port N bedlg Near d in accordance with the equlernenN of the FlotIN Department of BLdness and PmFwlonal Re9Rdrten (Florlds Bulld ft Commission) Rule Chapter B/G20-3.008, FAC., for statewide - - q -emu perMcBmd l(d). The product noted above has been tested and/or evsk ated as son Named herokn to show cayomm wNh ONE Fbrkle 8WOV Code Seventh Eddon (2020) and is. for tat purpose ktiended, at Nest equivelsnl b that required by the Code. Re-evadaBon at this product Nr0 be required fakwkv 11atmard Flalds Building Code modlieadons or FGVW ns. SubstanHaung Data: EX drawing 0"1543 Yaed'249a Golven eel Steel Storm Pon" "AlZ 6 Nan-MVMZ)', shooks 15. prepared by rp1nsedn9 ERpias, olpned 6 soWd by Frnk Bsaerdo. RE_ N anirse" part of this Evskjobon Report.TUT REPORTS Uldform sNEb structural perbrmann a has betested In accordance wth TAB 202 test ftenWaT per tat roporto) 9BT-AW17-001 by Blecdwabr Testb9, Inc. Large mNNIo Ir pod radatance and cycac lacing perlDmunce hes been Noted In accordance wth TAB 201 and TAB 203 test stwxkw& per test reports) aBT-ASG-17-001 by &edDNeler Testing. Me. IBM CALCULAWAIS Structural anpineering coklMBOm he" been prepared vANotl evaluate Be product based on COripmrdtm and/or raNaW orWtrob to queft the NMwing deelp cterle: 1. MaknumAllow" Spons 2. Minimum Akwable Spans 3. Minimum GMn Bepawtbn 4. N W Speohg 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396.9999 TEAM a ENGINEERINGEXPRESS.COM E NGINEERINGEXPRESS.COM dim SM r e.l:Tl•a frNTJ-•, ht I M RJPTf IYLT �nP NDI..u3 4eED vH- v.r L -tL IlNkl� r v.ra ln:�cu.t 1- F MIIIII IXI Y HW N •r- StN_ h,t.•Ch •.� .: acts :as. . rnuraJ r. '--; �•A•IRM:p/I11RH:l NLNlpI %1r:1ION a�LJu •r N"+. waw rrtll FNR 'Xr' . alu: •4uA a.\I alll, NE1_D. A..5:Y1 T IC 9rT X- 4 �U7 i`41 rI.L� :Y:Y:IYlz M4 +rt LY:-I Y11 t 1 T-pNAT- YB1D00T u. MWHTMG EIaTUEi10e I'll R Y' .Y• ✓vll wu. a1L Y^rAvrr TAvr .Y _.l IML:I Ui v PALLMOUNTSxTION Aa LAST PANEL© TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE RiSiN1ATi0N IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. (1). CONMQL $Q,'�: E-Z HANG STORM PANEL SYSTEM STINC OF PANEL + CRNH, TRACKS TOP a BOTTOM. (2). END PANELS SMALL ALWAYS / CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR QD SMALL BE PRONGED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4•B-20N3/4• M.S. W/ 7/a'e.3/32' WIN NUT OR 1/4YN3/4' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCO 6 FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4)_ IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I... A STOP BAR IS ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM 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 VALID FOR WINO SPEED UP TO 170 N.p.h. ENGINEERING Page 2 0f 2 All American Shutters and Glass - 24ga Galvanized Stud Storm Panels No 33% IrKnose In aa0woble stress has been used In Be design of this product- 8eparaaon from ghuft N not required for NeteNatlOes outside of wind zone 4 and eaenllel tedblies. impact Resistance: Large Impact Reebter" has been demonstrated n evidenced In proWousty NEW tsok roporl(s)• and Is accounted for In tie en9Neeft dsslpn of Oft product. Mad Load Resistance This product has been desWM to nsbt what bads as Indicated in tie span schodub(s) on the respect" Product Evaantlon Document 0.9. er#noe g drawft). lnSta1"on This product shell be installed In sdiot compliance with IN respective Product Evahetlan Document 0.e. ongineellp drawb9), slap with as components noted therein. Product canpomats shot be of the mmERI spo~ in that product's nespeave Product Evaluation Document 0.e. wVkw rb9 draWbh9). Llm/taHons & CondlBons of Use: LAe of this Product shot be in oW accordrhu wth the respective Product EvWafon Document 0.e, wvhwedn9 drawh ) as noted Ilefain. AN a/pporan9 hat structures chat be designed to reniat d superimposed beds and shot be of a RmWsl acted In No product's respeDW a anchor schedule. Host structure cadlaos whictl We net accounted ter in this product's respecHre anchor schedule shah be dsegred for on a e te-sped6c basis by a registered profesdonal er,glNosr. AN components which are permanently instated shot be prolocted against corrosion, mntwr*mdion, and other such demspa at at tines. This ppmdpw� d has been designed for use wMin and aAaIde to High Vebety Hurica is Zone 04VHZ). Respectfully, tlCN y"Yr �9aly..•. Frank Hennardo, PE EiwemestwG Em*Esse #PE0046549 I Cert Auth. M5 160 SW 121- Aven Oa SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM a ENGINEERIN4EX►RESS. CON ENGINEERINGEXPRESS. CON :hit aen>'�lial��r:'••••:c•:r. Ana: vnxnr3,eu t�l �7 �o 1 � 1� I� L4VIIMS:Y.;V- L. 1.4 KII.I:ULIr-FE YW. 1 1 V' 1 Iv.fi,n 3EJ.IC Y'IATMT •+.-'V rc'f,Vre 4Yry n.JS •AC»,P"t1t- ::i.-JJIk J. l411iU.).: 'aNML P1L11L'.,V; FW--ICL_ rr6r :� SnWMt/TI R':: IYM.INY YNri err �': •'X`sr:.e 4.•wr+ %1Ia.YVI YLM:1 ,,4 +V.::t: •, I') k It[M •M-1 AV A CII-:Ir7naYDOV �"+- •'H 1•W (> CTp1.61<N IY .S:IYU:IIIt: iIPET':� r- 4a.f1 PFA\'.Nf,P %_F/ J /I•'.I R,�v f4T..'Y,tIY Y" V. ITT:.IrM1Yrrx (YJ Y'- -/-y/•`J•II .-; JT` .'T f.-PIYT.rY'S _ w•cnrs. t-rP ,.'.ten: OP*NNAl BOTTOM CLOSURE D- A11 I � R � •�t Ea��� 9iE INSTALLATION DETAILS FOR INTO POURED CONCRETE, CONCRETE �Q�r/G PouaLEo SERIES 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES C1� 4'e TAPIXW a°aiocrL ' ANCHOR to it o.c ' t 4'B YAPCOH _ /1NI' HER WAD TIX y --SCREW 1' 14N1' HER HEAD 7IX ANCHOR 12' O.C. f �}/1• FROM EDGE OF/ lv RECIME6 }/4' FROM iV 1 I 9 9 ED. /�' t• r To 1 Am '�� p0BtR1O�� 70 CRASS (_--+_ - 3/IAUAAtNM POP Rggq1• _ _ 10 I te'P POP pASE MyET iMAX R �T i 41"T\ W MAX R pS S -----� PANEL LENGTH AL �L7X R,� I -.._ "�---�( PANEL LENGTH e R I• '4.9-2W2• I R 10 GLASS. 1 '_' _ R"'-SEPARATo OLAIRS. or T I e I • 1 1 i 1 IInlet �/y• I ' 7 ,2 t 7 ANCHOR a 12' OIWCON ,/4'6 TAPCON AMCHaR • u• Ixc. �POpI�'D Cdn''RETE al= REQUIRED. 1 I I 1 I � I .. r.4• WOOD REOVIRED SCALE 3/8-1' At I SCALE 3/8-1' �a A. T1 kp/� pp .$Y:.•'"y�CiEiif�L '• i 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. OV5I MIN.. PANEL. LENGTH SHALL BE 2'-6' .4 em TleTma INC FLORIDA &LIMING CODE Nor, h VolocI Hurrkone 24 GAGE OKVAMZED STEEL STOW PANEL Zone rT. PRESSURE RATING 4'/- 40.0 p.e•f. AND 6'-0' MAX PANEL LENGTH. STATE/E/eeM s' I L E C O 1M e • PROTEC'iION PRODUCTSF U.C. ••c: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS M BE SOUTHERN PINE No 2. W/ SPECIFIC sT160�: ,'cCOR10 ,, 4I• S" -E.� `O 'TBFG • IPA.. pq ww.�r. r.'p. 9n 4aCA se $3 33143T r Mnc 0")NR-7m& rm ps.N•6"Rln 20-175 DENSITY 0.55 OR EOUN-. r+.o%f� OM 08087IB AN • A•4 r - 4r 01•wllY9 MY r MUG A Pi now JR1 I. tNHtn u a u ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZj TOP MOUNT (COON rp, TYPE AS REO'D) SECTIONS 0 STITCH 2aS STITCH OPTIONAETH OPUS WITH W WINGNUTS FASTENED 0 APPRDPMTTE �'�' .•. SPAN TAN AABLE) IapU p �Yq7 .1...L . NN€ ^4 PLAN VIEW r={ D} o Z / / 1 R I 1n `•� (CORN TYPE REQ'D) RD. 91' MAY BE AT •. r•�� O.J75' y a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION irO..P., PMOUNT P Ln B REQ'Q) BOTTOM a+rTRIX:TION) v� (Wok AS REQ D) �� -OBSTRUCTION � (LOCATION x� Y VARYI BOTTOM MOUNT (DDNN N BE BELOW TYPE AS REQ'O) (SPAN oBSTRucrloN) MAY BE NOTCHED A5 REQUIRED, CPTIONAL-A`2OSTITCM BOLTS WtTF'I WASHERED 11ANILS PROVIDED THAT CONNeCTICNS AND ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED® SPANS ABOVE 8 BELIJYI OBSTRUCTIGN. OVERLAPS O FODSPAN NSE 4PWtOPRWTE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PA E PAN & GLASS PANEL S SEPARATION SCHEDULE: 24 GAUGE PANES MINIMUM STORM PANEL SEPARATION FROM GLASS (HYRZ, WIND ZONE 4 a ESSEN71AL FAauTNESI MAXAAUM DESKRI PRESSURE (PST) A AIIOWABIE SPAUN (Lintz) -.- NNSTAl1AT10N5 LESS INSTALLATIONS GREATER THAN MY Aa1Tm GRADE THAN 3a ABOVE GRADE I.C. NI a06 in 2.36 M . -35 / 130A M 6A6 M 2161n H/rOL1 730.OM _ 6.CE 2161rt ./•15 / /-SS 130D M 1300 106.EM SAS in 2.161n 6A61n 2.161n 6A8M 235 fn . 4m J D31 M 6D9 I. 253 M �/-65 59D 1. 611 M 2.721. •/-70 36A tt 6.121n 2.901. r/-72 27.0 w 613 M 2.981n 5)FAN SCLHWULt NUILb: 1. ENTER SPAN SCiWaN.K WITH NEGATIVE DESIGN LOAD 8 ►NNE- FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR LOSE WITH POSITIVE LOADS LESS THAN ON EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS APE STUDS USED m CONIUNMO N WITH ALL MOUNTING EXTRUSIONS ('F'-TRACK. STUDDED ANGLE. ETC.). USE 6.25' O.C. PANG FASTENER SPACING TABLE VALUES FOR ALL'M- AND •Lr-HPAOERS (vic"ING BUILD OUT CONDmoMIS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTAII OTHERWISE USE NEXT HIGHER LOAD. 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIS MUME MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 1. SCHEDULE IS REQUIRED FOR U■ WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MW HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE MVMZ AND OUTSIDE OF ESSENTIAL FACILITIES IN AST" WIND ZONES L THROUGH 3. THE GLASS SEPARATION SCHEDULE I5 NOT REQUIRLS) AND NO MINIMUM SEPARATION FROM THE PRO TRED. rev ND044 "IO��Ok!!5 _. '" MAXIMUM ALLOWABLE .,�rs._rt' •, ir41'A J2j DESIGN PRESSURES: r 1&11 AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES ( g* POSITIVE •�AND NEGATIVE DESlQN PRESSUR�S C%CUTATED BEry[(Oee7e � ~ � R � ED PER SEPARATEry(e�NG WEERING IN SNA1.L g�7 DE�'fEE(WIFIED INQACCOO�P LEE 7 AND CHI 1609 O THE FLORIDA BUILDING CODE BE IESB THAN " i IJ, 8� S SHALL OREQUqL TO THE POSITIVE OR NEGATIVE DESIGN r-j PPESSURE CAPACITY VALUES LISTEQ HEFtHN FOR ANr ASSEMBLY AS SHOWN. P GENERAL NOTES: u 1.[ MAY Be RI s. 7Nc 11. K SMALL IL ING FABRICATED IN R1mA69fID81G CODE IOE OF THE xVN22,, POI dD OR SHALL INVE9TIGTE 7NENTBEQUIR RAY 1y) N MAY REQUIRE HAS SEEN USED IN THE QSNAu�lE RBSPONSIBLE L% ro THIS DESIGN WHICHAC Q SMALL N REQUIPED IN SAMOON MAXIMUM TESTED MAYBE INIERCMARGM AS FIELD E MOUNTED VERTICALLY OR GIN SHALL BE EMBEDDED TO ALL ALL CONCRETE AVOW RS PER R FEDERAL Coon B FROM Al NO ADDITIONAL WMNDW. M MAeIGNl/5 M YNS DOCUMENT E CERTIFICATION. Y?LED WITH A MINIMUM OF (1) LABEL VISIT ECAt_wo916/B . fja rsR �msM:2•.+y,r ..3 Ywr •, :rIME, .:N A-!N. r..l N,.vn �J VINT raMAt1NIDIMLrLN neN5 u1cC6 MINIMUM ALLOWABLE SPAN SCHEDULE TOP MIOUNIT L 4N 14 I 1P 1 Li it' 24 1 3• 1 HEM 11' it, 22' 2P 11' Abut 2r 24• 2r 4e• 24" 30• a 4 7 T 30•NNW `WNWI BO" 30" M 29' 11' 1' 1' 11 .107 r6iN 1 ,. DAME srgwM 1111E M11E MHaMUN AttOWAMe TPN6tIM6m RAINY COMMIMOVMOIINIIMG CONDITIONS AT TOP OR DAYTON. ARE, kawNs LESS THAN 1NDT4 MKM IN. TABLE MBOIE Me MOT A ARLE. 2. NO SMMA110N1 MOM MINTS 6 MEQYIIRD 3YIImI MINFl ILMGTN R TA6M7M nIAN 1M1T 1IOlEO FOR ISSIS" INUIrTIIl6WAawMT10N Ae0Y6. 1 1i0E n0 UAC MB9U NTT G C NA Batt M MAWDS EF TAM4N NO LASS ENE 1N FOR ARE W INEO rYiTll61111DOI1T 1r0UM111G CON06TIONS, REQUIRED SNARATIpH NON T,.A65 SM14L! OeI DBTAK m' 1. TAMS AMUFS N BOTH 119t (VAR 011 rrII71011i STnOI BOLTS) AND 34W •YIEIE, • BOM WfIM 1Y111a 'RAPRININCE RNMEL 1LE" N /.2stic. • S. AWBAMMr AIL Jr' USAM(i YLNGOSL CNIMO SHOW4NTISVANNIp.0el,6 FBI gDWIH RR1R DETNL Try VSnHR ANr MDWRRIO CONDITION SMDYAI IN IFaiE DRMMTNfAS. M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING gle! 90LU 20-31543 1 Fi60r6M7nP�CM Mb Z Rid 1'I; < . u I[ 7 tit: M y( i q�t q i ;.CE vA 0 L✓ gg F ice i Q 4 r2.250' 1) 4" 7•- 2.990' 2.290• -EI--O.OIiO" yT w61uu z 'jI 1'2,2�,. R 0,75W i Fg5 ?' P t1X u.c .625' �.t25. 0.091• $S1 �562 ate 75 80,094^ S .094- N 120' n TYP " $ y 3OYGA 8 R5 ft T " P -0.3 D• +z" z mot. 25 _ 1 I ' R e 1.930• 1.930" ry0• OA62 375' 1 062" ALI 1.35 3.OlM' 006112.000":- -.I rTYP • O [S7 .12t• 1. " &IIIIED-DIJT V tKAD5/k + a �•1-P+w CLOSURE 1.51 1.560'��L360• 510 3.3e0"MAX. 31)]eR•• 0.376• 0.313S• 0.331,�I32 3111 C 0,3fi5' •8'655• 0.19 ' 004A�5' 0:376'-y (•- 0• U65S 0-350" 1.007•r? .�' NIL12.SLW' PANEL COVERAGE --I sj,_1 O.L74' 0) 19D,�11' 0.250' OASO' + f r 40 ` 14.975' PANEL LEN P#F. (-0.545 15O' �up I F I DIRECTTION 0.065' 250"" �- �D.D50" LM 'r„OTM D' ~ p,p'Rwwwu0.710 40.13s 0.700 �. & ftg:GOT Y TBAdf TRACs P: TRACK O'090` N 0•B57" s 0.376'�j Q s pLM"'w'T i IIIr 0 190• 5' Z "G °d �� Mrtccrmn � R1 .r, Irw'.: _LeLYI j�••-3.IXO0' D12S' "�� D lei to 1'F aqEEIAP :'r trsr revel - SA00" i II 4.:x IRA IN : Nrll 1 �.25• MAX. 1• MRz n OMwlxaDfiUMfi IMTAu f 0']- i%a uo.zaele /�-,25•NAX. -rrll: arkYrT- rrnnr.:,-os• Ir.: I rr. nrnx r GLLI Yi Or PA1}.Y. Y. . . I BUILD -OUT »•%n.^r. �w':n a-Lr a" IOIINI I3 aINIR IAI DISTANCE t�/l•?ST. 'I.T4rM N.I.D. - C y ^ I 7 r rA �.NI a iilr rrR t+*- 1.000' � 1 - rl7 K e+r..:Ne•.T a w *I k b a _ Ac Lr rI ux .r w N 'x • L AL 1 A d 1 J I !4 N YILN ' EMBED C ' iDD1Y Y1 ♦ Cf3'Or N YdY r •1 JI.lEY1.P ., .ELFY f92EV !. .OVERLAP JIIUYII%1 3D2D' qC• ie MAX.. ~ • MII INllll MgIN < 1WINt IRA NI 1.500' [ 6 2S• MAX. ._..1• t. S� '9-V'UA Ill. JL1AN :'r''•< MIN. r6 p .LE nT,4Yt.+. m` 1.500' Ls J::. -.4F ExelJY IJ.1 !d�'�9 '. 1'IM7C. I s 'aY la mILP , �Ic•Iu.-F�nJa I MIN. m0, L..x ueu lc l:'i nit rr :nn •�wrT+ r aL:H'AJ•9'n oV'IF II u /1COAXER0.0SUIE D@Utt BED n TM)t7N•:xT% �II,jpT �T-lriil"il: /1N0.V MWNTCL06UREDETA0. lt'FRC:T.V �'t*�` ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANELFASTENERS O 12.5' O.C. 2.3- EDGE DISTANCE .A •3 iF .. tYX.Ole3aM ANCHOR /REaaBe[ TTrtc W UP T '-0' aI P TO 0'-Ir D ■ TYP! c1 c q c4 CONY 1YPE ODNa 7WIE a a eI c1 a c2 ra u 0118'al]/4 CNOm T 3 oewu7utTH1Ac9N 41 49 12:5 16 0 14.7" 9.9 12.5' 16 9 I.,., 0.8" 12 5" 6 1 0 9 S E." 1 12.5 160 11,9' E.0' 125' 16.Q..0.2' S,5" 12.5" 160 8.] SS' 11.5 ]6 a'1O7•' ea' ai" 12 fi" 12 S" S60 16 0 Bf' • 1" S.1' ll. S' 5.4' 12.5" l60 el 16 0 R1 54 S 4" 12.5 111 16.0' 41' SA' 12.5' 16A' B.1" 5.6' 12.5' 16.0,17' 3A' LII -. a' IMNI Ili 33 / V OCN TUt M TaACOM 41 ' N �•Y�Y_ !L 71 12. ' 1fi ' Sap' a 16.a• 12.5" f 1a• is " 0 12.0' 12.9" 16.D• 13.{' 30.7" 12.5' 1 . ' 10.0' 33.4" .5" 76.0" itl' .5" 6.0' ]2A" 46 12.5' i S1. S' 16.a' 11Y' 31. 12.5" 36.0" 11.9" 9.d" 12.5' ]e.D' 31.6' 9.3' &LIII 1e0" SIR"• 9,V 12,5' 360 II.W 9.5" 12.3" 160 Ei9 D.5" p k=1 4y1�• 33 ALL 369rt980U0 SET 41 1.4-11 49 qY( S2 12..5. 160' Sao' Se.a' 32.5 180 ial' 13.412.5 IeD 340 11.9 12.5' 16 a' IS.O" 13.6" 12 5' 16 0 12.8" 16.6 121P' 15.0 12.3' Sam" 12.5" 12.5 16.0" 156" 16.0' 14.4" 113" 12.3" lz s" 12 S' 16.0', ASA" 1L5' !LIE" 10.8' 12.5" lOb' 12 5" is.B IT 5 18 D 13 9' 10.6" 10.6" 12.5' 1 LS' S' 16.0 72.5 10.6" IN• r l W a' wNPII 33 (IHVA„I rAtn NNr 41 MAGI 4e X 62 2 12 .S 1e.a' 1 ] 6. 1 2 S • 26 0' 16: ' 0 t1.1" 32.!" A" f3.5" 18.D' ]S,6•' 1 ILLS" 12:5' 1aa• Iaa' 14. " I 12.s" Sfi.O" 333" 11.2" 12.5" 15D' 33.5" ll:z'• 1LS' 11f 1aa' 13.0" 12.5" 16,0" 153" 11.2" ILA" 16.0' Ss.S" 11.2" 1 . 36. S" 1.2" 1 Z.6' E33GE DISTANCE L L+ 31i" p l- 4 plpm W y 93 »N 1.11 IWYIx K II 4B A-� 52 72 t!4•F I-tN•IMMO 33 Nr»N14IIRNDN 41 4e 52 1t--'-r 72 a25' 6.25' 6.25' 0.2S' 52.5'1 12.5' a2S' a24' 6.25' 12.5' 12:5' ]0 3' a25" e3' 7.1" AS, 16 ' a5 67. 6.25' 337" 11r' e15" 109• a25" A ' 6 5" mAr 7.5' 7.3" 12.3" 15.6" QO" 5.8' a2S" 7.1' 117" 6.36' Q.3" a2E' 9.3" a25' 9.7, a2S' 13.41 S. t" Qo' a2E" 10.8" 4.1" 4.a' a2S' 10.5 9.3" 9.3" 9.3" 12.0' 10.7' 4,1" 4.0" IJ4'r 1-IN' wNPU 33 S.S. TAIL" 41 S. A--1aaaaaa� 51 V-'�'�� 7 12.5• 1].A• a1' E.0' a2S" lax, 4A" 4.a• 62S' SO.?- 4.1" 4.0•• a2S' 12.3" 4.7" 4,6' 625' la " 4.1" 4:a' a25n 1017' 43" 4.0" 25 107" 4.1' W S."" 111" 4." 4A 107 43 4P' I/•I•rr/M...... 33 ALL 10MT4EOUO Sp 41 40 52 72 12.5 150. 14.1' 113" IZS• 160 9T• 7.1r 125' IeD 67 10' 32,5 16011.3' 4] 12.5" 60 78 CA" 123" 1807..8 63' 12.5 160. 9,7" )e 12.5' 160 77. 6.2' 12•S' 160 71 62" 1L5 12.5 16.0' aw 16.a• 7.7' 72 Am.. e2" AAA., 160 77' EF 12.5•' 111 77, CA" 12.5" 16.0 7.7' IaD' 7,1' 6:2' 6.2" 114'.1 yH•GBED 13 nr»NI .Azn NAlr ti H d2 i2 12.5' i6.a' 0.1• 3.9' a2S' 11.3" 1.1" 1.1' 0.2 fO.T 4Rw, 3.7' 12.5' 25" Sr 3.6" 1 " a2S' -2" 16" 3.r a2S' 11.5' 4.1' 47- a2S" A2" 13" &YS' 9.2" AS' 9.3" a2S' a2S' 1D.6" 4.1' 9.2' 15• 7.8' a2S" 3.3' a25" 7.5" 9.2" 7.5" 13" a15' 111 9.2" 15• 1.2" 15' ].3" 3.3" N 3 4- awe DISTANCE ,C.I -G 14RK Diner X .. '... NI N I t'41• 1 COY Y TPP[ Calr TYPe L9 Nr 1»e AMQXOII PRtleYRC 1 e q q CI C C1 q G CS [i 4 t3 C vr• p r HMS® 93 12.5 Sb a 1 INI3s;RrL 41 12,5 16a•1Q0' a8 12:5"160 130" 63' li S' ISO 14a 60' 46 12.5 ia0' 75 12.5. 160 147' 12.5' 1150 14T 60•' M--MN•�M'� 52 125' 11.a' 3.90' AGO' aD 12.4' 16.0 SZ- 147' 60' 12 S' ES,O 14:7 60" 72 12.s' MIT' 14.7' a0' 12.5' 16.0" 14.1' 6C' 12 S' L6.0- ACV' BD" r1H F 1 pram 1IT 73 12.5' 16.0" Sao' 10.1" 12.5' 36.0" 11.1" 7.0' 12.5' 56.0' 10.1111 6.2" WOODEEREY 41 12.5' L41• B.1' 1a0" S.6' 12.5' 16.0' 9.7" 5. " 6 He 1L4' 26.a' 16&' 1L0 ALF 7.0' 12.5. 1a0" F6" 12.5 16.0' 9.6" 5,6" C 31 72 St.S' 12,5 ]6.a' 11.1' 34a' 9.81' a4` li.S' S. 12.5' 36.0" 6A•' La" AS' 9.6" S.0' 12.5' 9A•' Sb` 12.5' 30.G 9-6' 3.e" 16.0' 9.6• 5.6" 1/e t 1-vi OOCa 33 ILA 16;a 1a0' i2,S' 16 0' 1 .S 2.S' TO PAR'CFAS• 41 H'T 16 a' 3•.3" 1 2.5" 1 60 9.1" 32 S' P 48 n�eWalaea► S2 13.5 12.5 16.0' I, 16a' 10.5" 12. 12.4' 72 1Z. S' 16 a' "1., 12.5" P a W 12.5' SS Ia.5I 1 . 5 A" ' 1 �5' 3 %3• 4, 12.5' 1 ea' 7.0" S.9• 12.5" lz -5 4. .I' a2S' e 3 All V4MH1%NRAtiY 41 WOOD tUSNMG 4• 12,5' 15.1- S.9" S.0• 6.25, 123" 4.7" 4.0` a25" y 52 T gYYlell 'IS" SA.! " 5.E' 47' .25' 323' 4 {. a25 .7 6.21" 12.3' 4. i' 1.0' a25' 32.3" 4.7" {.O• 23' a D MaYF A. do n EppE{{ N S ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES lD ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PRWIOES NgS { 7 YR d MAXIMUM ALLOWABLE ANCHOR SPACING. MAXI MUM ALLOWABLE SPARS AND PRESSURES INDICATED L N SPAN SCHEDULE SHALL APPLY. ?y 6� CI 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTURE U4 •••��� MATERIAL, a ANCFDR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN •d' LOAD ON SHATTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.Snecr W CONNECTION TYPE BASED ON APPROPRIATE MOUNTING C0 DmCN (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONVECTION TYPE). Q 3. PANEL FASTENERS ARE STUDS USED IN CO W UNCTION YNTNi ALL MOUNTING EMRUSIONS (•F-TRACK, STUDDED ANGLE, ETC.). USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR J J ALL'H"- AND -U^-HEADERS (INCLUDING BUILDOUT CONDITIONS). rx 4. ANCHORS SMALL BE WSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. HOLLOW BLOCK HOSTSTRUCTURESPMU. CONFORM TOASTMCWOLOCIA. N ; II 6. MINIMUM EMBECML9•r SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MPCMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, B UICK, AND OTHER WALL FT MAI WALL FINISHES SHALL BE UNITED M 1/4- MAX OR SHALL BE VERIFIED BY OTHERS TO + ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE. L e. CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. Lr 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD Q B IS VERIFY THAT FASTENERS ARE INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIKES, 10• WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' H 4' (RBA.) WOOD STUD (1 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE %OUTHERN FREE' GP0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. p {� It. REMOVABLE ANCHORS ARE: OEWALT PANELMATE, ALL -POINTS SCUD -SET a BRASS BUSHING. L2. M ACFINE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTD THE BASE ANCHOR3. MINIMUM EEMBEDMENT ANDAPAN EDGE DGTATANCE EXCLIIDF ST0000 ORER OTFESR (SIDEWALK FINISHEESU.N.O. 20-3V 14. r DESIGNATES ANCHOR QOPDmONS WHICH ARE NOT ACCEPTABLE USES. NNW is. 21C DIRECT MOUNTING COrND1TIONS. NI 16. LINEAR INTERPOLATION ISPERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. ^W W O N Q C .� CU U a C 0 M 0 c 0 Q (� " N 2 -+ O LL 0^' Cn 0 O i /M A� .� ''�^^ S.%, a z z w J C C Q 7 C3 W O c Z a� c I C`1 m >G c�LZ rE O y -p LV 40 CV Q3 Y CL Qi EE CD >_ 3 3 d HL Ja ' t.3 O Q7 C d �E r° o d 4.7 O .�.., W AYY�/� C Y O U) CD U _O V ■ '�'^ Cn cu 4eaNNa LU . L Q Z Z Q J a SHEET NO. SH 1.5.