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HomeMy WebLinkAbout6493 Bar S Bar Trla 0 v a N rM 0 ij Go I :WE n N 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 Red. 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. 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 SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KNVall 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 Latin. 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 Doi. 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 WOW 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 OVP 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 w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF WBlded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al 131 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. ININ/% L 11 2575 Al Bi KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN U 2 INTERIOR ELEVATIONS C 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL Llu C 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1 A PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. CA c aL- LU a = � W � Sso a� o U O. C-4 ✓ CS ��.. f1 cc Q CV 3 = °' d 1 •� E t c m L Odra E o a w �1c!4it 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 S �8 N 0 Co 0 _ W Q 13Qj M� iJk LL C J LL W JLLLL a a Z i.-24-0 N N _ 0 LLZ LLW in�arjO' w .M N �' Z d J Z OU U W L) rr-] 0 ; V z N Cl) z � z o v J — V1 n rn z v 0 s 4-1 L� m J —� O w s NLy N w � W Y 0 O co w a = LL E zo w° >� zo a E ° <=U wU�� (6 ~_ Q. O V, V, U ao (J Z O N az o �j0 wz ¢� L C:oZ ❑ m Q >Z Z n�Z > ? w H o U Wa >7 C U 0W CD o Z. w �� _ Milli! v 5 a ° 10 LO L C CM Q Fv- Ln � O '7 C U) 0 CV m Co LO 0 nl o LO N N Q T r E c LO co 0 Z co E � r n B ai n ci JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. C S 3 x a r- N L0 0 N Q 0 9 00 I Q N L0 B cn 311 J 0 I lf) p0- (/7 3 a Np O. E G N ti 0 U c es •o i z I Y 0 0 0 cc 0 a. Q iu S C, a 3 0 Cn 0 0 v TYP @ 2 STORY J GAS STUB S6 OUT !iclffili TANKLESS SAS VERIFY METER LOC ION WH WITH BUILDER GAS STUB OUT 4' -O" 0 t;, 5-SH 16" DEEP - IPPiv S3 VERIFY LOCATION _____ 24 24 OPT. - ELECTRICAL PANEL f ---r-- 12- REF. I B.F 2x6 WALL I I I I I I I-� KITCHEN �- tD ao I I I I I I 2 68 00 H1 O U) 3 8'-V' FLAT QLGJ i F- T_ cc I I I I Ip I :3 S3 I I I I I�I 3, 35 36 I O I IS - r---------- - - w & o LJ EDGE OF SLAB 2" I I I I I > I 0 N BEYOND WALL I I O I 4'-0" 6-2" 6-6" 4'-10" 20'-6" 2 CAR GARAGE I I IT DINING ROOM $'-8�� FLAT CLG. AFF I I I I I PATIO I I I 0 8'-8" FLAT CLG. I I I CARPET o E I I ' I I I ENTRY co io co I D I I 8'-8 FLAT CLG. � (3)2X4#2SPF W/ I S3 I I L----- -- --- AFF in (3)16d TOENAILS CC (3) 2X4 #2 SPF W/ N @ BASE S3 (3)16d TOENAILS iv o @ BASE v (3) 2X4 #2 SPF W/ - - - - - (3)16d TOENAILS @r- TYP @ 2 STORY BASE I o0[ I co FOYER --� j J OI O � 3068 8'-8" FLAT CLG.--i--�-- B I - S6 IJi IJi uJ TILE I `f v o 16' T-8" 3'-8" 3'-6" 6-0" 4fi 2" I I I I I I 2068 B.F. - - -HDR AT 7'-4" - `1 _ O �' -----------I fi---- r 5-SH � I r6 WALL _ I> PLUMBING LINE O I M A GG c00v FL O G = TO SECOND I FLOOR 0I 10 I p _ (3) 2X4 #2 SPF 8'-8' F T Ci G. U_ J FLEX `� I" 'o FAMILY ROOM r_ W/ (3)1sd '- -�- TI ' ' „ 8 -8 FLAT CLG. uJ I TOENAILS @ z CARPET I 8'-8" FLAT CLG. BASE 1200 CARPET 42" SLOPING 0? A HALF WALL ° 11 Cl) C') FLOOR G.T. _ _ _ _ 10 60 - - - - 1 121 31 41 61 51 21 I9 -- AC PAD AC PAD Up I I I I I I I I 16R I I I ► I(;GG C, M I I I I I I IS3 mri 11111111111111110111111111 117717N77*111 1111117 111 111R11==U I 1101111101111101111 110111iJ101111 I I 11T,1141 H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 i S.H. 13 20X38J 184X371 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 4 X 71 4 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1 /4 X 38 i 26 x 37 1 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381 36 J X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4'=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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (-A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET WNWUOMPH����� 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 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION�R-VALUE / TYPE -VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 1 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 N ` C%4 N � o LIA := Cn d -o C W o o_ o fl - uW_ X -a N tO O a. N O To Q N Y c d cc co d a c � co 0 �- C) vvt o ' ��lliFiie35l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a o 8 o N S �) 0.00 A 0@gym 0 ,-Z W My Ji a m U_LL u a Z m °� a ti ta9 O `4 o 8�QiO' W m Z Mza� LLW = N OU W (D M z N V) z zizz V) z � V o M U 0 w s Ln C y � � I—o U ib I z� wJ L U 0 Of Y It Q c o co �w M .I Z . LL ;_ E Wo .g .0 �P =® E U ' on z FN O Naz �0 U a� ¢� Wz i g «�. cU ,= x m 0 r O °z z - � Cn J Hx rb >Z �Z N � °o� z ao W �o o $i =3 �O CD V, w- zla� a OO c$ 0 .2 C: I� LO `) a N F - Ln � O C'7 Cr 0 Y 0 Im m LCN a-+ 1 Lr) .Q 04 0) o N Q T T a; Li ^ J m Z E U)z E T c a U _ Q f] � JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 1.0 IOWA L�- L 11 1: 1 i AL I W.. ­L­ A LA, ­i-i- ­ i L.I 6-iL Alli.. L� 1 111 1, 1� -ALL�I MIN Ln 141 -0 00 4 CD LO I­ Ln C11 tn CD LID 0 C14 1 E rz CL (D-\ EXT. WALL TO BE 2x4 #2 SPF STUD @ 16. O.C,!--/ U.N.O. <�> G) 16 �-24 BEAM 15 4 ;� IF SLOPED CEILING 14 TO MAINTAIN 7-5" HEADER HEIGHT 1 3 uJ 0 12 12 Z < 12x8 #2 SYP JOISTS @ LANDING - Er @ 16- O.C. w/ SIMPSON A35 11 -J CLIP C �R LUS26 HANGER TO LEDGER 10 0 1 iR. w/ (3) 2x STUDS AT 72x12 A. END FOR BEARING t'PLYWOOD 9 LANDING STANDARD (3) 2X12 8 `-J STA NDARD (3) 2X1 2 8 STRINGERS W/ SIMPSON A35 GERS W/ S ON A35 CLIP To HDR . MPS CLIP TO HDR. ;0 00 lx TREADS (TYP-) 6 2x8 LEDGER 4#2 SYP W/ CONT. (3) 16d NAILS TO STUD 5 �0 HANDRAIL @ 16" O.C. @ 1 C A- Z4 "1 31 Z - 2 1 THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. REFER TO SHEET (ST) FOR MORE INFORMATION IIEL-WIM L. I 38'-0" 01 18'-8" 1914" 25LSH<�.> V - - - - R&S EGRESS CCCF, FIBERGLA SURROUN TYP @ 2 STORY W.I.C. B =-DROOM 4 11 D 8'-0" FLAT CLG. U)l 051 1 I CIO I 108 [t,- b 8'-0" FLAT CLG. CARPET ROOF G.T. 1 To. YIL. I Q -F2 C? BEDROOM 3 8'-0" FLAT CLG U) CARPET uJ 1 V-8" M (1) 4�- C-4 �2 6'-q" 2-4" 4'-221" 00 TYP @ 2 STORY 00 C14 4068 B. 00 X) CD 0 to "t 04 N N ---- . ..... T-621' CL Lu Z LL: MW LU Cd 0 Z 1.0. -J 00 04 - I 2668 N I 4068 B.F. - - - - - - - - - - - - - - 60"1 SHOWER FIBERG SUR�OUN TB I - - - - R-&S - - - - "R. I 4-4- 61011 5.41, 21-4. 13-412" 1 TUI r- -900- .22 ATTIC 6QGest� Cn LA, L J 061 1:0 Co CrI 00 .0 -0" FIL A I CD FL to TI -E 1 0 BEDROOM LO 2 uJ 8'-0" FLAT CLG. CARPET AS LA UL( 1 0 I Ca cri 10 8 �0 ? D Cd 10. Lu N9-7- 1=7 Lu Lo ZD 0 -7- S-81" HAYSON BOXI @ A. F. F. 92 2-4" I T 2868 5-4- 0 2'-6- 14'-8" I 116-8" LO ­r 4'-021" 3'-72" Cl) Lu Ix rp OWNERS SUITE .31 8'-0" FLAT CLG. CARPET R.A.G. A�, LOFT 8'-0" FLAT CLG. CARPET 16 ROOF G.T. 15 14 CID uJ U0 12 z TYP @ 2 STORY J S6 N U- Ll- 81 10 51 61 71 A 1! ! 9 I I 39'-0" A REFER TO SHEET (ST) FOR MORE INFORMATION I TYP @ CORNERS U.N.O. <�> 4) CH1 > (j) r3 � �2 Sim. W/ 3.5")(5.25" PIL 1.8 E FB 2900 XCO'A 4) TOTAL RISE = W-0 3/4' (116) RISERS AT 7 9/16- 10"TREADS W/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Windom: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 Inch or a bevel not exceeding 1/2 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 3/8 inch within a stairway. Handralls: 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. Handraft adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 lnche'� 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. CONT. HAN4DRAIL RETURN TO WALL DETAIL. (:A) SCALE: NTS SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LAN ING BELOW HDR. B X STANDARD (3) 2x12 STRINGERS wt SIMPSON A35/USP 9 MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING 0 ILL (2) 2x HDR. Z REQ'D @ END OF LANDING FOR W STRINGERS TO CONNECT TO -` PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER wl (3) 16d NAILS @ 16- O.C. MAX. TO EA. STUD. ((2) 1/4"11/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP Wl 1/2' FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVIL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W1 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I , 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 184X254 S.H. 13 20 X 38 J 184X37i S.H. 14 20 X 50 J 18JX 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 71 J S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 11-13 27 114X38i 26 x 371 S.H. 1H4 27JX 501 26 x 50 S.H. 1H5 27JX63 26 X 62 112 S.H. IH6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 364X25 1/2 S.H. 23 37JX38i 36 1 X 37 3/4 S.H. 24 37JX 501 364X 50 S.H. 25 37JX 63 36 J X 62 1/2 S.H. 26 37JX 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 734WIDE S.H. 32 54 X 26 52JX25J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 524X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52JX 71 J S.H, 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79X59 N/A S.H. 1 Anr. PF=v in i gn rAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-01' 2x4 I SYP #2 16" O.C. SPF #2 91-001 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9�-O", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-O"END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16' O.C. OR SINGLE STUDS @ 12' D.C.- THIS IS ONLY USED MTH PLASTER OR STUCCO EXTERIOR FINISH REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - SECOND FLOOR PLAN M ELEV-Al SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Open! ng/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 R302.1 1, 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" TypI Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable Window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window, fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17. 1.1 through R4501.17.1.14. M 15 7.2 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" A +29.7 -32.2 B +29.7 / -39.7 +28.3 -30.8 (5) +28.3 / -37.0 E 1 +26.6 If -29.1 +26.6 / -33.5 SEE SN SHEET � H SEE SIN SHEET WOW 140 MPH����� NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES I FFIT DESIGN PRESSURE 1 +29.7 / -39.77] WALLLEGEND 11111111111 MASONRY HGT. @ 8'-8" A.F.1 TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION I R-VALUE I TYPE EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE I LIVING) I C-A C%A Cn 1-i C:6 C17 C-4 Ll- Cc C= V4 4ft C= cc Cp C, n V T co 04 Ar: 0 F 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 114 W I- If a 0 (n Z 0 0 C14 04 CS Im W oo A - oo WJ r"21 rZ. 12 04 0 LL LL 0 LL WL g - C� 0 C0 r- M0 W CL co, LID Z C14 < do cc Z L) C0 < V, 4-J C/'> LU 0 t/) LLJ V) C) % c) < C, r- C13 __J E H . 90 E 'Z . 0 L W 6 CL E X 51 0, C14 ru tIS =, CO M0 Z C _X Q) l5- Z 2. Z 23 (D Z 0 W 0 17- C:� 01. Z .2c) 3: LID LO CID 0 LO CID Cr (? C:) U) co LO 41 0 LO 04 C:) 0) 04 0 Lf) 11.0 C14 W E 2:1 F LO (D 0 M Z E 7- E 4,) C M 0- 0 0 1 0 -1 JOB NO: 22-06468 SCALE : AS NOTED SHEEr NO. KITCHEN ISLAND O 80 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / r� LU cE MEDICINE CABINET UL O Q ILL Q O % N M N M �t M M a i Ix �I c7 LU HOOD PANTRY O CV OPT. RANGE REF. OWNERS BATH 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER C) N FIN. FLR. KITCHEN P TUB/SHOWER FINISH PER FLOOR PLAN BATH 2 MIRROR NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL 0 o In I SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o 0 VALVES SOAP DISH a -Ico O TUB BATHROOMS, SHOWERS AND TUBS I DOUBLE RODS CO M I SINGLE ROD CLOSETS / LAUNDRY O iM O N 0 M O 00 16" FOR LINEN II 1 12" FOR PANTRY SHELVING 0 r` LO O 0 0 00I IL a O KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE - CO CABINETS o 60 00 1 '-2" 2x FRAMING C) o 0 O I T T 1 /2" GYP N (� BOARD FIN. FLR.- =0 ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=V-0" BLOCKING AND MOUNTING DETAILS_ N N C4 N L3- •= W d Z-- W '^ V' V GC— O C f0 C7 N n... = LL 6. N 10 C ► y Y � > c CD u = a is m Cj � � •coT 7 t/! a C E � O O G N N F LCA . /;'z �ROFESSiO h �f���'�!ltf91l1itti���'4 �• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 O c+> a 8 O N a a O °'m N °' N 7rn� r M N Q C J W W -j n (� W _ �a c Z - 'C O' ' L Sao 0 L � i N WW 0 CO do LL(D Z Z LO C'4 Q Z N O C) W C3❑ M Z N [) O � Z ado N o C J � d r N V 1 o �ouoa :n N v I U) P--• U � — E 4 S L o N 14 O CID w Z co Q LL. EE � �s0� wz z® Da z (O t— (6 cc<oz O C N EO x. ° o wo U O �U d z irw � <= mo (d .0 No Orr z o <w N ¢� zz Z Qo < a W �.) a o �G 3 zo LD o o coza << �o = °3 0 O = 0r m Q c� a- F— L L0 O M CT O Y Y ao co L0 O .Q 1i N 0 I () N CV Q T E y � c /'� CO L J o Z co z 3 v E T— u a� m d E U J Q C J JOB NO : 22-06468 SCALE : AS NOTED SHEET NO. 2.0 rn 3 v x a LO I, - to N In L0 ID GO 0 O I N LO 0 Cn5T 0 O J I L0 v 3 R Q 1.2 is C Ct �p U I N f L N I Y i 0 J 0 O a c� N \ a 00 00 tV ti `r 12 5� 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 11� 11� TEXTUREDSMOOTH 11 11- 11I - 11 1'-0" EXTERIOR PLASTER ON FRAME w ��� FLASHING 2nd FIN. FLR. ' T.O.M. CJ CJ / WEEP A CJ / WEEP HDR HGT. CV F5f F12 F1 F1 F5 F1 00 TEXTURED LO CEMENTITIOUS FINISH ON 3 H 11 CMU (TYP) FIN FLR 3068 16070 OVERHEAD DOOR F2 F5 F1 F1 FRONT ELEVATION — Al SCALE: 1/4"=1'-0" CIQCI'rl—I ACC CLIIAIr`-1 C LEFT ELEVATION — Al ------- T.O.P. HDR HGT I00 r N r` 00 2nd FIN.j- I ------- FLR. C ------- T.O.M. f HDR HGT.. �t i- _______ FIN FLR It 11 0 In 1 DECORATIVE SHUTTER REV. 09.24.21 N C*A Cv o a• =o UA v• V Gt5 y M C= ►.. m Q- E . �d`o_� a 3 '- �v o � „ m. c o ILI, 7 � In C C G io 0 d o e�4 &�tir,9111f�i! /�j� ,tiff •� P..��. .,gyp F, 1 tr ,. �t To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E I- o cn 8 v Go '� LQ 0Zo 0 In C LL W �LLLL a Z —vim a se 0 0 pm W2O_jF) 0: w z Q ...r IL Z N N ci L Z OU 0 U W C9 z J d � M z'^^ V 5 LL uj (� w p a U 0 wDI 8 :%i C y f6 ~ U d Romig w U � as =,ol N • 1— O W 2 3 {JL E E WO gg i >� QR i o¢ o o z _ O C 19 ai a �d co °-z w —CL) rp o y m F o Zu Z 0 Q W 3 w 0 o U a W a 3 LL tiw O� °a a� ;3 0 `OLO = LO LO ♦♦M V H LO CID I- r (� � N m m Ln V ' N Qi N Q r r E E z N C E �' d a U J Q 0 J JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 3.1 3 Q r- N 14 R M 0 N S Lo N LO `o r� 0 J 0 ri c IV•- Q N C ri Lo 9 .=iao 60 rM� cc�l N S 3. r53 E CV ti T.O.P.- ------ HDRHGT. 1'-0" 2nd FIN. FLR.--------- T.O.M. )RHGT. FIN FLR T RIDGE VENT 12 5� 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 5068 SGD REAR ELEVATION — Al SCALE: 1 /4"=1'-0" 12 �5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. HDR HGT. _ _ _ 1 -0 EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. ---- -------- — —------------------------------------------------------------------------- ------ FLR. CJ CJ T.O.M. CJ /WEEP HDR HGT. ______ 2'-0" o TEXTURED 60 CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIN FLR RIGHT ELEVATION — Al SCALE: 1 /4"=1'-0" REV. 09.24.21 N N N *4 W N 7 W a� o r6 4.21 N 4= Co � c i 16 y O1 � A G 7 C= y 'n EC l0 p� d V i` ►�Niii 01110 twtv �,��. P•.f'NSEUA `' OF W cq • 5 Q. .,.•_ F LO,,,.. 40 o ••.....•• ��` e � \\ //lltlliill 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 E o � 8 IF v CO N ar0 toe�2 yo. NO.% LL •/ Q C J LL W J LL LL a W _ �c°r a W 3 @Nm L z L-0 N 0 d N Z OU 0 y W 0E3 z z J d N N N z U O c �N4:1) u W N O w i z0 EE u � ~_ a0 g 0 oz w¢ U z o E o ,� N ao < = wo O w z �� L mf ggo z.8gz Cc) J am iZ W C cow � w a F' &C9 ; �x d =1� 0Le = >r--,. X LIDLO �, c� _ Q CL Lsn � MO M / Cr Y O M m L J l!i I '� N � n o LO N Q N r— T L /� / O z c E r— ai cc m a U Q c -j JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 3.2 x a fl- J I P- LC) S v5T Q 0 J Q 9 T A 2" "NOTE: VARIES 1'-101, 12" CAP :- CAP iv iv FOAM TO BE USEDONLY 1" RADIUS = 2" 1x _ eo CO WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ 1" 2" OPENING VARIES 2" 2" ^N P - N 1/2" RADIUS 31/2" RADIUS 3/4" RADIUS V-5j" 1" 1" 4. BUILT W/ STUCCO. 1/2" RADIUS 1x 1x 1" 4" VARIES N EDGE OF 1• OPENING VARIES 1.�x N o 22" VARIES r C14 12' VARIES AN 1x 1-0x 1° 1 1/2" RADIUS r 4" 3 '" 4' 4 42„ � N 2" ` 2 1/2" RADIUS in r c'$Iv cD .`- r vl� Wj. VARIES 12" BASE CD N BASE 'IN 2 r r 1 „ 1 x x a 1 �-8x �x a I 1 0„ CV 4" 12x "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN �q r e ZI REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 1" � BUILT W/ STUCCO. EDGE OF 2�11 � ' OPENING 6'E 1-1/2" THICK 1-1/2" THICK 4" 10" 1� 2J - 10" 6" _ N 6 v r r IN L7 C� ]2' 4" N 4x 3xW 611 2n N W W2° ; j 1-1/2" THICK 32x 21x a ^� r 2-4 52x 1,-5x � � `IN 51x a —'F � _ 4x 1x x 12 O r VARIES VARIES 2x W � M • VARIES VARIES r4l' 8 1 x n] �,�,� Aa- r r r--------- iv i�i C FLU' R 6" 4" ` _ N N KEYSTONEn1lb rn OPTIONAL KEYSTONE F11 00 OPTIONAL LT'21'R4q" 3" a 2' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4"" 2 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL 0 AS LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 12 2-_1x 1'-4" 2" SMOO • FOAM/T PS FINISH MATERIAL IS ACCEPTED a' 54" 1'-12" 5t' 3'-8" 7" iv 1" 4" 3'-0" 4"'� = 10" 1'-4" 10" r c N ;0 E --NI iD z N 1 CV <D 1" = CV 1" O r =N. r - r 'QUA A iV oQ o �4a s 1� 1x fV� �� - GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM v • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH N N N N � N o .+ CWfS o Q >, is m dCD. G ya �ir_ a-cD o A a 0 N 0 N _o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the stnrctural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W F O M Q N N lCC71 uQi ti N N O2 Q C J LL * LL LL W lJ SZ Z— a m� t o 0 a �NCD W 0 � 5 Z � co Q J I�1 .a N 0 V WCL co 00 0_ 'P 0 � z z z Q U) z N u- ♦� W �U O 8 N N c W W aF L Of QL _ -j W ° u E �o o Z® E O H O u = R� oa W� O0 Z �CID N t0 L a g0 Ada �� ¢� CID C - Y yx m0 oz >Z z J� .z u� z a W�w U 3 s> xk O ¢ r �O IIIIIIIIII' O �� ilc ar 0 3 0 cC:) In ul rn 0 Q I� LO c G ICU = O T 07 O Y Y W m LO t— � O T V/ LO 04 CN �I N Q T I r E 4-' c0 LO c z z N E T N E c 0- U 4 JOB NO : 22-06468 SCALE : AS NOTED SHEET NO. F 1 ��'�1 I '! lIR II IR mil' 7f� �� �I�h'���IR+nll! �1�*nRl�lnl��llla _ �nlw (E��1■■■� 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" centedine 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Oo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i-D 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 Ja ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 7 200 amp 150 amp UNDERGROUND las SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEMA 1 150 AMP/ 200 AMP I to fights & outlets ? to appliances and GFI )toWH to Range to HVAC 200=4/0 in 2" Conduit 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. / I i DEDICATED RECEPTACLE TANKLESS GAS 2" �v 2ntl F� FOR MICROWAVE RANGE VERIFY METER LOCATION WH WP GAS STUB H.B. R HOOD PER SPECS WITH BUILDER GFI OUT ,lil 21r Y I R 3fi GFI V 0 PIP GFI FI VERIFY LOCATION IRRIGATION-- �—--- — I — OPT. - ELECTRICAL PANEL GFI @ 44" A.F.F. t .. REF. I I 1 I I I I� i 3fi I KITCHEN � � i� -4 2° rvC GFM o r- __-_-------� � � i i i 44 J — — GFI- Li _ - `---- GAR. I I PLUMBING RISER- XGFI @ 44" DOOR TQ A.F.F. GFI I I I SCALE: NTS NOTE: PLUMBING RISES SCHEMATIC TO MAIN WP=G= BE VERIFIED WITH PLUMBER GFI o 2 CAR GARAGE I i I , DINING ROOM PAT I O I I I ENTRY /PENDANT AS I I I / PER SPECS CH L------------ // M GFI @44" cn .i M A.F.F. qP FOYER I � I � I — I _ I • IDB VIM I 1Z— -1----- / M f GFI ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED \ FLEX FAMILY ROOM / GFI ROUGH -IN FOR , DISC. / _ _ OPT. CLG. FAN/ — , LIGHT PRE -WIRE I I I TO LIGHT I I I i 1 14 AND I AC PAD EP)AD I I I I I I SWITCH I I I I I I ABOVE 1 I I H.B. MAIN FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" N ra N r� C O W C td U CO) N fn (6 O L so a r.s o d - _ a m V >_ E m o 0 0 To the best of the Enghears knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Cade - Residential 7th Edition. Engineers signature and seal is only for the structured engineering portions of the drawing pages bearing Engineers signature and seal. 0 I- Jig E 0 c) 8 V 04 9 t o� N a D N N 0 i k LL � J , .6s W LL LL ,w ZV 0 0 � lL 0.. -v- a X 0 a c Z ILW No N Z -:4Z N OU W to o❑ z � Z ^V)' z W U o N W —� O W g V1 �m rz ,-, W E t 8 = U c I ¢�w 0 W M= J y g g iZ � o C Z• E U d_ gp XO� u0 �U Z o N � a� ao �� wW ao r0 COC 10 Z' Z z y N pw O O V W a w �w c� E 00 N a Z = yl= 003 a O LL LO t71 �\ 0 Fes— LO j MO M m m LO O LO N Q r r 00 LO tp o Z Z E T N d c a 0 _j ¢ o JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 4.0 i ate... h. AUL k111LIJ1dll.1iL i, .. d . . .t. r,.... .: ,) l lll 1 , 1, 1 1 _ _1 1. IL.d L lip 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. 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP t to fights & outlets ? to appliances and GPI )to WH to Range to HVAC w so=2/o 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND i nect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) HO 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 g ELECTRIC METER tl_ ELECTRIC PANEL _MLJ 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 RECEPT. FO- - I I I I I I I I I I �f lI UPPER ELECTRICAL PLAN - ELEV-Al SCALE: Y4'=1'-0" p-4 W c 0 d v 7 W aF O C 1.1- d O tr C" o m m � � u c3 ca.`' _? o i C� N N 0 N o_ To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E o 8 c 'r in °c Q f9 N coo N Q # ai a LL y cn v J , C -J LL w 0 0 U t a- � Z m o. S2 g O 5�No �� 6320) wo W LW = m w � MZ <J N OU W Z W Cp U z CIA 8 Q � a. z A0 G N O Ul '® U w r— U 1 a 01- 1 ¢ 0 t® o 1 E Luco E Q ra ajV wU Z o E - N a� 0 < g do t O a0 gLL N J <b zZ m $ g3 W a 1w o O co ar o 21 C O o T y d >� '^ Y / LOcL Cr C� Q Ln r � s CV M m Ln LO N 0) N CN Q r cS E 2.1 Ln CO .. o z Z E r E �j d U JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 4.1 /I ��_.. �JWuJI:w1L L iW,'Jl� l I . JIJJJI:J _.a 1� ,, u_ _ „_� .. .. _ i.i ..I l �Lll1. lu 1.�..� �� J_ .. _ _� L - -_ ul�.�l -:Ju►1 I'�� - -- i I J- a.y : �i, . ,,i. _ _ i� �., I L _ _ - ��i.u� _ ` I EJI�liri L„ '� i ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN - ELEV-Al SCALE: Y4'=1'-0" N N O N N N o W cn' d ^a a Wu Ot O C TA C-4 Y N N .0 a Et c a 3 � a� y C1- - c E m o a � 0 CIS kdspp N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawing& 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. 111111 W Q p p N N p CN01 co 0 1►! N Vi NO Q u- LL z Z J u- a LU e a le °' W W A°'°' Co LU Z co d LO Cl) S N . . U h OL = W U z N In Z Z 1� z WW u- nW1 �N C.� O W � a U 0 W 8 N = U) w ® �— E 0 _■ U � C � Q 04 a. O w z M J 1L oo zz o C U o� Z® E Up F_CL w? RU wa ego ❑3 Z C O C i oa g i ado z � J N ms J �Z N r ab °o ao W � Sg =_ 0 Nzy ]� o �I� �O 0t v A coi 3 O12 L.L L/ , ^ O7 N �1 CL Y / S L co O T- O Cq m m LLO r � LO� N 0) Ln N Q r T E L(') CIDZ° m Z E T m @ a U JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 5.0 C TYP @ 2 STORY J S6 TANKLESS rS VERIFY METER LOC ION WH GAS STU t t g WITH BUILDER r - - - OUT t r — ��. — — � _ — AL�RIP�LACAAT•{AN — — — — — — — — — — I ELECTRICAL PANEL c 12 STORY I \ J. CC (2) #5 REBAR io VERTICALS w/ in S3 I FILLED CELL 6'-0" 5'- " o I ■; r I ..0 ��Cn I I 31/2" I u Ilo �o'-o° 9 11L Ji Y I I I I J I z �---- r,� ------- ,LL� JJ� � I I CN 4'-11" 4,-0„ I ( II " Ir - _ - -_ CJ L_ _ 11 F _ II - �r� -- ------ `KITCHE � I r N OPE I I SLR CHASE LOW WALLS TO ' TO I I ■ : I ISLAND I EDGE OF SLAB 2" T r ■ . I BEYOND WALL I r I 1 3-1/2" MIN 3000 PSI CONC. L SLAB FOR HERNANDO I I S3 I COUNTY ONLY to SLOPE I 3-1/2" MIN 2500 PSI CONC I I I SLAB OVER 6 MIL io 1/8":1-O' I I I 2 STORY PROVIDE 1 Y2" VISQUEEN VAPOR I RECESS FOR (2) #5 REBAR BARRIER L_ SGD. REFER TO I I S3 VERTICALS w/ in I I _ — — MASON'S SLOPE FILLED CELL ■: I FOR WIDTH -r-CJ I L----------+—-------� _ - - It— '4 N N o o `� --------- — ------ Te TYP @ 2 J I I PROVIDE YZ' x 9 Yi' I -4" SLOPES 2'-6" x 2'-6" x 1'-0" S6 RECESS FOR FRT. DOOR i W/ (3) #5'S E.W. ■ : TOP OF CONC./ PAVER TO BE 4" o d 0 17-14" BELOW FIN. FLR. L I I S3 M I I I I ; ■ c� 2'-6" x 2,_6n X 1, /N, STUB UP TO 1,_9„ _0,.. ...... 13'-74„ : ■ I I I2ND .- — — W/ (3) #5''S E.W..J FLOOR PLUMBING LINE I I I I I FOR A/C I TO SECOND GG FLOOR �,. 1 CJ I, '� ��/ r11 CJ , iV 0 N rri _ 1 T i I I e 'I I 19'-0" �' �' 5'-4ys"L { INDICATES FILLED CELL w/ 3000 I j PSI CONC. GROUT FROM FT. TO _ BEAM W/ (1) #5 REBAR VERT AB @ALL PLACESABOVE `~ HOWNH HOOKED I I SHOWN HOOKED FTG. DOWELS 5" `n o0 n i EMBED W/ 25 EXT. ABOVE SLAB -J�', ��J I /� "GRADE 40 STEEL" iv ■: ��' HVAC CHASE BASED ON L J I LOCATION �5,„ 16'-3" S6 °e I GG :: L------ TYP @ 2 STORY CPA AC PAD — — — a* -- — —--------J ■................ i ..... .... .... .... .... �.. ..... .............. ..... 0... C�I H.B.- 5'-4- 2'-1 FOUNDATION PLAN - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN to ' • � CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" -#5 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 cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" N N N N 0 -o - - G W V L r O C CD C..4 N }� x � N W d tCJ a C" A C [— _ Cc o d c., w 0V%/A �< Ga • +; :� f}vim' .s, ceRy 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. U) ! $ E - a 8 g N d0 r 0 di M Q C J J �LL� Z m '0 0) a a 52 p4 5 WA�°�°' Z cc 0 a r' Z LL m w d k < Z N OU W ❑ 0 C9 r L N Z z J a IN z LL 1 , — LL �T Tt+ • CA U p� 0 W 8 Ly N Nco u W '® E L U � � z • z M 0 V5 �E o�za E8 f Q X V U Ww 8 V O � N t ¢F ¢Z zo c� ww a C H '0 N- O Q W Z 3 CL g� aB Z W w = I>� �T r il< i� 3 C C O N LO LO c m Q C7 H Ln CID MO T— M Q' O Y Im m IN Q .Q 04 O CD C14 LO U")CD E Ln to z c E T � y a U � 'a p JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 6.0 glMnn 1►Il11--1A9•Il1Al[I11� STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS il PLAN YTRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN C031 CANT. FLOOR TRUSS CONN. SCALE: 3bV = V-0" F1 RSH ENGINEERED CLADD NG W ND PR SSURES AND SUUCTIIONS FORM AN ROOF OHEIGHT:5 5 ftMPONENTS ND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s" EXP. 1 e%) or 1V32" EXP. 1 02/16) TILE: 1%" EXP. 1 (eye) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/e" x 0,113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 DODO -0310d (2%" x 0.131 °) NAILS OR ASTM F1667 RSRS-04 (3" x .120 1 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. KING a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18)1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. 126 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" 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 31/2. HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 *' 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M'1770-F 3500-M 3240-F w/ (32)16D SINKERS& SINKER LUGT2 3100-M 4520-F 3100-M 3800-F W/ 3) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10)1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)1 Od 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 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 W 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) MAYBE 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN — ELEV—All SCALE: Y4'=1'-0" j N c%4 N c 0 p. C w Q-i o ' C 10 ii N „- a C-4 s H G7 /0 N G m N Y 3 s m .c cca 3 env Edda as A to a- = E o 0 w. J GG ►u W J .i, •,�; Cam',. ti\S . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E H 8 Q N N 6 0 �NO� *k LL tYi a) M v -J , Q o u f W J u- u-Q Z'm c O1 a �co O m LLWrR�pjO' Z 04 M Z ZN OU U W Ut z � z J d n - N N D � NLLp LU a V � _ w 0Ln w W C) C Q Y • � N o w z ch o �pp LA_ E wo zu Q O ca '6 H —21 < 'o RV R� w �oU z O N ao ¢o �tp �z ate.. L m� 0 z >Z zU.)`Yz0 fn J ab iz OE z o qU W � o Z aF ° 3 O I..L Y + � �^\\LO LO � MO Ir— M Y � O � W m LO Lo (V 04 0 N LO Q E c LO CDz° W Z E T c a U _ Q a J .10B NO: 22-06468 SCALE : AS NOTED SHEET NO. 7.0 F ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSN CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -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: %6" EXP. 1 e%) or 1V32' EXP. 1 e3�16) TILE: 1%2" EXP. 1 Oy6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED " W WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] (2) YP. @ 2 STORY MGT w/ (22) 0.148 J4-SDS2.5 (10)1/4" )S WOOD SCREWS ATR. 'IM. W/ BLOCKING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 1 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1 /4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 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 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/ ( 1 INK S & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 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 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—All SCALE: Y4 "=1'-0" I N C� c N = -o oa Uj > W LU r� n�o = bco V7 R p L N 'fl -O CO Q N Y a> a, v. c eu c o. u 2 lo 0( 4 UA f(E'il( 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) E M8. V $ d IM 1 G N NNO�2 * LL di Qj M "T 2sSZ J W Q C -r 5 u-p J U.u_ S .Lu a Nt 0 Z c� i 0 $ �2�_ Cr W 0 m w LL IL Z � �Z d Z a OU W Co) W E10 U z N C0 z z fo:p Q d � N (n - Z {per N In C 0. 2 VN -J u- V w W � O w .$ -$)- n L_y I N = '3 'CD- u s L 8 = C o w z M zz U 3O �� E�� ZF z0 0 N V +�'i oa w CL fO U. �U �z Z O E Naz 0a ap 0Z ww L ¢wo QO rr� m0 N 9 U 0 ZLL Z Cq J "� m am Q W d � 0 zz a 0 �w W U ¢s �0 � xk �- r W �_ I8 IIIIIIIIIII' O cD w i¢ a 00 0 c Q 12 =N >r--,.. CC LO 11^^ii�\ '' 0 YnW' Q 0 — L/ � MO j O _Y W m L,\ 4-J LC)I N N LO Q T T ,^ LO .. O Z N Z H E T m c a U _j Q 0 � JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 7.1 - - --� -- _ . .__i ,.-• - - -� _ -L ,�....11L�l.l.1, arm ,:. �s:.:a, �„ - - - 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • 0 Safe vertical toad Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM dr GROUT SOLID p. (V Q O J �U O #5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. MKNM €E MS mom: WE:- F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16- B/ 1 T U a tNOMINAL. tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINALJ HEIGHT MATERIALS c�flintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 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. #S MIN. .(1)RE BAR TTOP (1) REQ'D ALTERNATE POWERS STEEL LINTEL dJCLEAR < d A a d do.M.U. #5 REBAR AT TOP d° d o_ GROUT MIN. (1)REQ'D ° V 1-1/2"CLEAR D e d d e ¢ ° ° 5 REBAR AT = y w w BOTTOM OF F u> z w - y LINTEL CAVITY 8 U. 1- o -BOTTOM o ¢ ci x REINFORCING PROVIDED IN LINTEL ¢ Q C7 ° o n ,> zd 5 3 5 REBAR AT BOTTO 7.518"ACTUAL NOMINAL WIDTH 7 (VARIES) N L L. v ° AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Yz" J BOLT W/ MIN. T' 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 manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementifluos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN TMALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" V.. LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 5'-8" LL LINTEL PLAN - ELEV-Al SCALE: Y4 r=V-0" N N N Lu cJi -� °7 W. f1 C_ O R m K °o u- a u>' R 4 �- n -o c cc 6+dNyG o> d m" c :Co r a ;cc cc .0 a+ d �u cc c E ;o a3 0 FrA .v �`I �� t �:�•• .••p C_ f 7 F1 ;J:` 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. 8 v o �i chi m Lo 0 02 9 9 0 N O0 - .0 LL J L LL W l li Z �v-a a 4 L � O W0 19Ca 0 °' o' m W w J ILZ d ,� N V OU 9 Z U) W o❑ (D R Z N Z Q � J <Z � N � .2 LL CA {� w Q g, "J Ow tUl U) w W z c m Q r• N � O W z M J LL zo . ma zo .g Q E wLL �e EO E v r- ro C ~<= X� Wa so C, O E N i dig ado a C ms O °zff ZCZ CZ o o W goz 0 KE O O w d 00 ok 3 � O Q= LO LO o, M Y '' ^r VJ m m Ul) aJ 0) LO N O LO N Q r r c0 LO z z c E 7-ui E c d U J Q Q J JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. 8.0 0 i liii!!ti�?fr r LO LO LO Go U-) C14 4= Ul) E CD C�. oz_ 3 CS 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 244NCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) 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: 71 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 J� 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 TR11-14. 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 77H 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 DRAW NGS 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR"I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIF7 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 / A6115M-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-1 85 / A 185M-1 4 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2- 1 X., y4" CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-l-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 NTH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 X 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS M (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/37EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSS 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 DRAWNGS 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 Ksl 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 EMBEDDEDTBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Bartier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318. 1 - "A permanent sign which identifies the termite treatment provider and need for re�nspecl:ion 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 si�de walls. 3. Irrigation/Trinklergstems includiniall risers and -0" of the building side wall. spray hea s shall t be installed w hin V 4. FBC-R R318.7- To pr,?vIde for inspection for termite infestation, between wall covering and fine earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must De of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1 A - Minimum 6 mil vapor retarder must be Installed to protect against rainfall dilutign. If roinf 11 occurs befdre vapor retarder placement, retreatment is requiry 9. FBC-R 318blVed IC ncretxtenver o ratimentar along the foundation perimeter mu�t b�rem ejo e a orp sy I ? re t 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 bamer 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 compli@nce must be issued to the building department b licensed pest control company before a certificate of occupancy will be issued. Tgeacertificate 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (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.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C*4 C-4 0-. LU cc tj C-4 %A- 0- CIQ cc CS cc :�,o WA/ N r C UA UJI 4, INk 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 Enginser's signature and seal. 04 W E cl, Cl) 8 C, -C, 2- 0 C? FA Ln F- r- V R C,j Lu EL Z 'ra r 1133 i t 12 G W 8 2 r- Y, 0 T cc W . M W 3 U-) z; 0 -:� � Cl) z L 04 0 z 00 CL_ U) 0 4-J G ) 0 Ln S A E C) C13 z E Vj 0 E CL Q� 00 E C_� C14 H � 0 01- E 1 0 0 Z z zo CL ::- 1 2. z xy C) 0 zi Qq 0 C:) 121) 4) > 0� L0 LO 4i CL LO co j CO) IV-- ce) C C:) U) I-) 0 CN co LO 0 L01 04 0 0) N U-) L0 E (0 E U') 0 z E T­ 4) E '0 (a r_ FL ;..; -4) 0 C JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. S N ul U') !�2 2 00 U0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH ... ....... * ",­ , 1 T.. ... IT ........... ..... .... .... cn.—. . .............. ............ i .... ..... ..... ......... .... CROWN) 16GAxl-1\2" LONG (34-1 WALL SHEATHING 16GAxl-1/2" LONG (3/4"-l" MAX ....... ... ..... . ..... STAPLES @ 6" O.C. VERT BETWEEN IT .. ..... .. ............... V CROWN) STAPLES @ 6" —)-OFFSET STUDS (NOTED THUS: O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (NOTED THUS:—) v METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 1 01-0to TANK -LESS W/H H C G 000 51-011 STUB -OUT FOR 11-011 —9 a _J Zr) GAS METER 0 0 -1 0 C14 MEASUREMENTS ARE FROM FINISHED FLOOR OFF -CENTER • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12' • 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. 71-5" (2) 16d TOENAILS 2' X 6' @ 16- O.C. 10'-8" (2) 16d TOENAILS 2" X 8- @ 16" O.C. 131-91' (3) 16d TOENAILS 2- X 10" @ 16' O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12" @ 16- O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2' X 4' @ 24" O.C. 6--l' (2) 16d TOENAILS 2- X 6" @ 24" O.C. V-61- (2) 16d TOENAILS 2' X 8' @ 24- O.C. 11._011 (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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2x- 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 1/211 602.0 wood panels 2 X + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL—\ STD. 900 HOOK BOND BEAM W CONT. #5 CONT. #5 STD. 90 BAR BAR HOOK BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE SIMPSC w/ (22) - NAILS I 5/81 #5 CONT. THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. 2" ' )Small gap " max. 4 max. Clinch nails when possible 1 Support back of web during nailing to prevent damage to web -flange connection. Tight fit --_7 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". Hangers with sides not containing top flange of joist. WEB STIFFENER Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor column w/ loads N.T.S. hi her than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall BEARING Use 3" (1 Od) nails at 6. O.C. Required on interior walls : - for vertical load transfer W__� Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist consideration. Check _f When joists meet over wall, provide local building T1/16" I -Joist can be offset code for appropriate 13/4" minimum bearing for each. up to 3" to avoid details in One 10d box vertical plumbing areas=20 of high or--20 sinker lateral load. nail each side 3"max at bearing. 7elt] JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 1 Gdx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block Od nails require additional consideration. SECTION" INT. BRG. WALL (2x4 minimum) (0 N.T.S. Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D IN BEARING ZONES (se, (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Id I _Jr__ or drill flanges I it 777,7,5 -. 7- -- -. 7 - I - .. - �,� �611 61, A %2" ROUND HOLE MAY 6" 0 NOT CUT HOLES t5t: Ilu I AN TWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ------A-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 T_a, T-T' T-2' lt-Z' 11�4' 11�-3' 11�-7" 11�111" 2-4* 7-9' 3-2' 3-r' Any 16' jdat 12 l-U* V-11" I'-Z' V-Z' T-9' 2-4' 2-11 11 3-71 W-21 4-91 6-41 sow 16 1'4r 11�4' 11'-Z' V-7' V-7" Z-6' 3-2' 3-10" 4-9' 6-7' 6-4' T-2' 20 T47" 1A" T-2' V-Z' 4-19' 6-11" 6-11'* 7'-11" 9-11" 24 T-W I �-I" T-Z' 1 V-3" 2�-6' 3-7-, 4-9' 6-10", -P-2' 9-4' 1 9-6' 10'-W. 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 %" 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 CU17ING CHART N.T.S. Web Stiffener Fastener Sc Joist — B aring Location Series Depth I End Intermediate BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d ---S--8a-- BCI 6000se-fl--7/8' BCl 6500s(& 9-1/2" 2-8d 2-8d 2-8d 3-8d 1,V' 2-8d 5-8d 16" 2-8d 6-8d BCI 60s8 11-7/8" 2-8d 3-8d 14" 2-9d 5-8 ad7:1 16" 2 -8d 13C, gose 11-7/8" 3-16d 3-16 14 5-16d 5-16 16- 6-16d 6-16d Joist hanger SIMPSC w/ (22) NAILS I RTRUSS OP PLATE LC TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR--,! . , . . FOUNDATION INFO 4' — STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. _J 1/4"-2" gap — "Top Mount" Backer Block "Face Mount" Backer block shall be fight 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 if hanger flange is laterally supported by joist hanger. doesn't meet height requirements /vv 1,6 X Joist lo depth D oo 'o lo lo ol I -JOISTS BUCKETS N,T.S. GRADF REINF. SEE PLAN pit, t.,nmoc,4 rvt, 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 1 REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 9'% 1 r% r- 1 1 r- r'% -I- 1 0% A I -9r' I I F'% I I r- 1 r% PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION: 1. .. . 4 . . .. . ...,o - , L A .4 \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Aq. A A-1 4 q /4 SEE FND. PLN. ol SIZE & REINF. LU V�4 C gOct F.7. Z,Z -95 E .:r cc 3r cc W �y r—%XA I A /466 .�11 0 b r. &; <.- -, * - T F ....... 9(" JF E S S "I"Imill 1 till To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E 8 Cb 8 r_ 9 r� 0 - G -? I § q 14 C'n t- r- M U u_ Lu I G Q. LL 0) :3 MCNG z 0 L N z 0 Cn W 01:1 c-, < U) 4-J (a LU in U 0 —$—. YZ(a E 2 8 2 . U < eq C. CD Cl) E E 8 'd C:) E .8 E 15 I 9 80 0 E z 04 q 2 A! CO C: 8 0 2 .1 , �z 218 I z 0 8 0 S� z z =D X0 C:) 8 La LO LO LO CID co Cr P 0 0 CN M in L0 0 0) 0 LO C14 -0 N 0) lr�_ LO .0 C) LO C%4 0) E 2:1 (0 .7 E LO 0 z Ca z E T— E 'T - 2 (L 0 0 -J < 0 _J JOB NO 22-06468 SCALE AS NOTED SHEET NO. SN 1 Of LO N 2 0 9 I C a N La t2 LO J I LO 0 3 I 0 i E H 0 N U 0- U I Y 0 J ti 0 0 N to S a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T P•) VARIES V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS -\:E� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER > ° • SHINGLE ROOF, SHINGLES TO e 101. BE IN ACCORDANCE w/ ASTM I `? D7158-CLASS G or H, or ASTM I D3161-CLASS F, IN ° I' ACCORDANCE w/ TABLE I I I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" Ill, S3 I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 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. 99HOOK (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 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 c E- "v I M � s 00 6 MIL VAPOR • z BARRIER ; C �r 1 D • N T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 1 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—� SEE A/S3 OR J/S6 -'1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR)') GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. 1/2"CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALLU,2"x 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2""x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4" (R302.11) 00 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2""016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1l2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOTOL 2x P.T. BOTTOM PLATE ' A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV4-3 1/2" z 31/2" MIN. 31/2" MIN. 2x4 CONT. A.F.F. 0 f A, o = 1/2"(min.)-4" n ° 9 - 1/2"(min.)-4" N ` GARAGE DEPTH VARIES 31/2"(min. -4" jkA - 31/2"(m n ) -4""'-4 (2) #5 CONT.9 "m (2) #5 CONT. 4" GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc"*�C rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GV PGS S�EGS� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 0\NN�J pS ,1,;01 LOAD BEARING ORdill INSULATION PER FBC AND ENERGY 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: 10'-0" (R302,11) #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING VALE N 10'-0SEE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 1," „ "� " ,." " x 10 J BOLT @ 24 O/C W/ 2 X 3l16 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"1 BOLTS BOLT @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL 3RD LAYER 1i8" 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. W! 7" 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#) w/ (10)10d NAILS =WEEP SPACED EVENLY FIBERMESH SCREED INSTALLED BAR J a BOLTS 6" MAX FROM - 6 x 6 W1.4 x W1.4 Q c TYP 2x P.T. PLATE PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH K, € v J"C`4 ASSUMED FINISHED #3 OR #4 REINFORCING BAR o i GRADE = N _ , n , n - z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy- 40ksi = CL e MONO OR STEMWALL z ° o _ FINISH GRADE O0 25" MIN. LAP 30"MIN. LAP [ I [GRADE 60 MIN. Fy= 60ksi] a grr . t° D °' q - r FOOTING MONO SHOWN o0 LU �� �� FOR CLARITY __ _ - 6 MIL VAPOR BARRIER e• ° R 17/8" _- - = z #5 REINFORCING BAR�. r III-_ #5 LAP SPLICE (2) #5 coNT._ "V-4- NOTE: BEARING WALL ;III._I _ I - 1- N - �I COMP. SOIL. (COMPACTED TO °'FOR 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS1Oe811 W/ UPLIFT ONLY - -_- :. -! 95% MODIFIED PROCTOR ASTM 10" (TYP.) v -1'1' I'll Ali -i_i III- ill III -III _�L-III ill- D1557) 4" 1'-4" #6 REINFORCING BAR #5 D. 90 HOOK „_„ #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 ( ) SEE ROOF PLAN S.G.D. (U.N. WWF OR FIBERMESH 1 min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 A. a GRADE AT 24" O.C. MAX. SEE PLAN FOR x CONNECTION INFO • 00 *_ & LAYOUT DESIGN TYPICAL THICKENED T i T T T 11 ) #5 REBAR w/ PT. MIN. EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS E N M M •III •. '•.. -20. m et I 1 4' °P _ _ SEE A/S3 OR J/S6 ONFOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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'-0" J CONT. BEAD SEALAt — • ' a INTERIOR ... 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 s M 6 MIL VAPOR BARRIER _ TOP OF BEAM .. SEE ROOF PLAN c — ° v " ° .a ': ° - Rf (2) HTS20 FOR STRUCTURAL BEAM SIZE & ' CONNECTION INFO I I — 2x4 #2 SYP P.T. FRAMING w/ — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm � SCALE: 3/4"=1'-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 TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - INSULATION PER CHART Oz SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN CONT. BEAD SEALANT w 1— > SIZE VARIES PER PLAN MIN. � -j ¢ w! (2) #5 VERTICALS °O GRAD " E -j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal w SIZE AND REINFORCEMENT) c7 - a• - . WWF OR FIBERMESH r,Cl) w Z a w p III __= _ 11 v °' BRICK PAVERS or SLAB PER /-COMMUNITY Owuiw 0 0 = " -j • • • = z a a 1 SPECS a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 w FOOTING v III I_II II 111 II -1,i-- BEYOND PAD REINFORCEMENT - ''-'" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 I N G N N N � o Ui y W aF o ; w E•• _ _a Cqca c o a H a E o ®. U 0 <t F � w js ••�' F L 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W t• o 8 V �00 An N O LL di aj eo et J C J LL W LL LL 0 0 0i Z - o a, a 4 m W �m Y, 2 N Z Q 1- ULZ FU- NML Z O U 0 W 0r z N z � z J d �N z U F a:(� v 10 u, o a V O W g N c o W J io "-_ E z o 9 o. z0 O E V = O �� SO J Z o E N m io s ao �z ttW a3 ra C U 0 Ou ZZZ Z iZ 2s o O a W a S wLL zi, yw o top V w�w�rrrr -5 o o 3 O � Ln I / LO �¢ N IV L- Ln � co O M CD Y m 00 Ln Lnl N o N Q N r E C LO z m z 7 E T ?3 v c JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. S3 (MONO) a ,, WL LA.".- i I I- Irf-7- I J I m L0 r- Lc) CN L0 Ln Z� A cs 48 (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 @ M ID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 11 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE VVMLL 10 1 11L MMAJIVIUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 1 Od @ Y// 4" O.C. FROM EACH HEADER FACE 77/ --- TO BLOCKING ---(2) 2x HEADER PER PLAN \\_2x BOTTOM PLATE W/(1) 10d @ 8" vARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F�-,�STUD [ 7. � W/ (3) 1 Od 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) 1 Od NAILS AT EACH STUD \--BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL SCALE: N.T.S. �, �4 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" 1STCOURSE 2ND COURSE I 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW r B MASONRYLAYOUT KD "4 SCALE: N.T.S. KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ; 7-D _8" STD. 9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT, IN OPENINGS GREATER THAN V-0"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1 (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION m m PP HIM NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6!-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. �4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL—� > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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 6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE 7, GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 _"14 SEE PLAN FOR FOOTING "�OURED 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 SHED FORWARD THIS DRAWING. — SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16- O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dxl 1/2"ATEA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL DOOR STOP MOLDING 2 x 6 P.T. GARAGE POOR J-BOLT TRACK BRACKET DOOR TRACK-----/ 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. ���4 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 V-4- (1) (2) (1) (2) (1)LSTA30 4'-9- (2) 3, (2) (1)LSTA30 9'-16' (3) --' )+(2) L (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-xl 0" OR rr it" GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '---2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_"� SCALE: N.T.S. 1\14� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O-C- 4 5/8"X1011"J" BOLT @ 24- O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C Z! SEE ELEV. UPLIFT CONNECTOR (SEE 9 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 BARRN� SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET LBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED D COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING UJI O/C FIELD 7 2x TOP PLATE—/ V2 cn 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 @ 24'1 (24" O.C. MAX) w/ MIN. 4" EMBEDMAENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED MOISTURE BARRIER ROOF TRUSS I SEE A/S3 FOR FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 1 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL------ H I W/ STD. 900 HOOK IN K.O. BLOCK Ein v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S.I.,.S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN50%OFTOPPU E WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 ',,-< n SPLICE NNAILS TOTAL) EA. SIDE OF f SPI &. 4 SPLICE STAGGERED f -10d @ 8' O/C ATTACH ALL -j EXTERIOR STUDS W/ �816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 — SP2 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL//*"j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING SCALE: N.T.S. I �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ,(4565# SPF) ,(5645# SPF) ,(6970# SPF) G (9335# SPF) N. 8" :1OXIED A.T.R. t & NUT ,OXIED A.T.R. t & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /_ 2X BLOCKING INTO (2) 16d TOE NAILS TRANSOM 1 Od NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/Sl PLATE AND BB/Sl FOR 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY spi K.O. BLOCK W/(1) SIMPSON SIMPSON- �A BOLTS @ 24"O.C. #5 CONT. & -RECESS SP4 SP4 X FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2-4- O.C. MASONRY WALL 2X8 P.T. BOTTOM PrTE —F N F \-5/8"x10"J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) c SP4 -] SP2 SIMPSON SP4 10d NAILS @ 4' _,�STAGGERED A 1 Od NAILS @ 6" O.C. QTAf'_r2r_DCr% 'NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM PLATE U—) I t I 5/8"x10" "J" BOLTS @ 24- O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 BEYOND. -PLYW D FA TENE T RU E o WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6"01C EDGES 0 E SHEATHING & 8" O/C FIELD o — , �,�4� L o a SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE o,—PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- o SIMPSON SP1 w/(10) 10d NAILS WALL BELOW o_:_5/8"X10"J-BOLTS@24"O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM @ 24' O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. C14 C-4 Cl C= C= C, CC 40 10 0 00 'WF&N, C14 Lv ao ,��k %__ 6 �b N k ri ul Z <A. 01 L ;,11111t 1 0 To the best of the Engineer's knowledge, anation a lief, the structural plans and specifications oDntained within these drawings corriply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the sULictural engineering portions of the dravAng pages bearing Engineer's signature and seal. E C' I'D 6 - — 20 12 rZ 12 41 c, 6 cnv am-, -,-i (L _j __ Lu :� IF 0 0 W z Go 6 Lr) & Z c) r_ 10L I C'4 < SO Z W CD o LU M 0 LU V., C) C=) C, LL_ E 0 ZO E ru CL n zC8 E z O� I C 4 .0 0 cn C z Q) �z mw �3 2 ;05 21 Z 0 0z W Z. �E LE 0 OZI., C) X LO < 0 LO co :3 cv) Ir- ce) C.? C) .2 m LO < 0 LO 04 N c:) 0) r__ C) Lf) CN E c LO 0 z ca z m U) E r— LD E C 0 V _j 0 JOB NO: 22-06468 SCALE : AS NOTED SHEIET NO. S4 LO r- LID C4 LD LID C9 Lo cq !;2 CK E 0 3 0 LZ '9 0 U, o 1<1 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2' SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK`G @ 16' O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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 - [RSHI - 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 t7 SCHEDULE FOR SHEATHING DETAIL 45'± 45' t SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR 2x4 CROS BRACE SHEATHING DETAILY KI KERN 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @4 8. ?O/C. @ 8'-0' O/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT EACHJOINTW/(3) 10d "L" BRACE TO EXTEND Y 2x4CROSSBRACE 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. GAB E TRUSS EACH JOINT w/ (3) 1 Od & 11 FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR . (2)10d TOE NAILS @ EA. DIV *1el BLOCKING 7/16"OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 112"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 GdX3' @ 3' O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6' O.C. THROUGH CHORD 2'x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12"O.C. FIELD " P T PLAT E )R TRUSS) 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, I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 1 O/S5 DETAIL DOUBLE TOP PLATE 2"x4"CROSS BRACE - 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) r"L" 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 NAIL ATTACHED wt 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 4 (2) 16d NAILS W/ (2) 16d TOENAILS �--2X47" ON TOP OF PANEL . . 2x BLOCKING BLOCKING, FASTEN WITH 2x4 'T" ON T6P OF PANEL BLOCKING-:-' 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48"O.C. FOR T FASTENWITH 10dx3"@4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4'7"ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48"O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12w/(7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUR ATTACHED w/ (2) 16d TOENAILS TRUSS& (4)1/4"x3" SDS SCREWS TO PLATES AT241"O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1 /2. NAILS AT 6' FO R 'S 1/2"x 8""J' BOLT @ 32" O.C. MINIMUM 6" FROM T LOC O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24 GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4'x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP K SEE STRUCTURAL--,,,,_ CHORD BLOCKING ;o go NOTES AND NAILING INFORMATION SCHEDULEFOR SHEATHING DETAIL BACKNAIL w (2) 16d NAILS -WOODTRUSSES Go ;o 2"x4"CROSS BRACE APPROX. I" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF SV EACH JOINT W/ (3) 4t BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4i NAILS @ EA. END ATTACHEDW/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0. 148", L = 3') OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") 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 5 1/2" 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 - /ODA C AQ CWn%A/Kl Vr%D 'I Di V1 2x4 BLOCKING-,,,,,, --2x4'T'BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL — I GABLE TRUSS WEB H DOUBLE L" BRACING DETAI SCALE: N.T.S. 2x4'7" BLOCKING IS, 2x4 BLOCKING @ 48"O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILr6 S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C -GABLE TRUSS =tty TRUSSVERTICAL SIMPSON SP2 w/ (12) 1 Od DBL. TOP PLATE -jj 1 -2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2'x8" "C BRACE FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE r3 SECTION SECTION K4 SCISSOR GABLE 'IT" BRACE SCALE: N.T.S. SCALE: N.T.S. 1\ �5 AS PER HIB 91 SCALE: N.T.S. �, �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >91' SEE 10/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" --- 1 OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA W/ (4) E AN O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4'X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF 1 H LA 2X4 "T"ON TOP OF PANEL--' EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF i( B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" '\, �5 ADDITIONAL INFORMATION. SCALE: N.T.S. � �5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 j CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX,, 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16' O.C. 10dxO.131" )ENAILS EA. SIDE )NT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. \,., �5 GABLE TRUSS 5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 \-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-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4�' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1\'­S5 "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L"BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0-0" - T-O" 31-011- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 SPY. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: BRACE TO EXTEND FULL HEIGHT OF GABLE. 1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4'xl 1/2' SDS; SCREWS TO TRUSS & (4) 1/4-x3' SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LLI CORNERJACK CL cr Uj z 0 HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z UJI \-BRACING W/ (3) 10dl x 3" AT EACH CONN. @ 24" O/C --MOISTURE BARRIER -BOND BEAM MASONRY WALL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16' O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. L Li q I I I 1A M M 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 C%A 5 C2. r— cz 4C - t'e -L2 . E -c cc CP = A - E C) < U CID !:�- 4 *.' F-LO..-" /<f ... ........ OPE Nm� S S\W4 NN 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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the dreMng pages bearing Engineer's signature and seat. W 11-E -4 5 6 ? Lo 0 a C:/), 2 a 04 0 LL 4 r- - 7! a -9 U_ a- z :� c' z M 8 C� 0 W Y, 0 W ILt- 3 0 ce z 04 z d W 1:10 0 < Q) v) a) 4--J c/> Lu 0 Lu v) tn w < r-- zo z E o Ao o� go E 8 'T w '. !i - A o n o� w x oo z E z �z C-4 :g t q o z -r �z 20 1 2 3: w 2 'z 5o W L 3� z ow o§ u C .2 r%. 0� LO LO 6 0) T co CO M 0 U) CN M 00 L0 4-0 0 0) U') CN ol 0 CY) r-_ LO a C14 Lf) CN E co c Lo 0 z Lj E r" E 0 -j JOB NO: 22-06468 SCALE AS NOTED SHEET NO. S5 U 4,� k",AtfliILL- LO LO LO 12 9 UT 39 42 !;2 8 LQ C14 E 1�0 _5 12 .2 0 11 1 91 5:� 9 C�. SO as ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8"O/C WALLS 1/2" GYP WB DOUBLE 2X S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W1 10d COMMON @ 6- O/C EDGES AND 12" O.C. FIELD 1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6"O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL�,� DIVIDE THE CONCEALED SPACE INTO APPROX. EQLI�t AREAS. v I FLOOR SYSTEM \,PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X- @ GARAGE ONLY) W/ 13/8- 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 BOT70M OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD t--j 1 MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4 E, 4 4 . . r 4. A- WWF OR FIBERMES 6X6 W1.4xW1.4 RMES� - M11 I I :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 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 0 U.1 0 9-ca— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -J LU =) LU LAYER 1/8" THICK. U- z: INSULATION PER CHART ON FLOOR PLAN (13 �R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER OF P� M( STD. 90 HOOK (SEE DETAIL) 8"x8"X1 6" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U.1 4-x4" INSPECTION PORT AT cr a. EACH FILL CELL TYPICAL W CO AT GARAGE CONTRACTOR in TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :INISH GRADE 6 \-STD. 90'H OOK (SEE DETAIL) (3) # 5 REBAR ON Y CHAIR W/3" MIN. CLEARANCE 41- 11-8" TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=1I-0" S6, SIMPSON LSTA24 STRAP w/ (8) 10d X 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. lstFLOORWALL' N \ Ux SIMPSON LSTA24 STRAP W/ (8) 10dx 11/2" NAILS TO STUD & (8) 10d X 1 1/2"TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER 6TE W/ O.C. )OR TRUSSIJOIST 2x STUDS@ 1 2"x BOT. PLAT[ (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSI A FLOOR CONNECTION S6 @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2) 10d @ 6- O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER WPICAL 'IT" AND CORNER DETAILS LE: N.T.S. SCA �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING m 2:S1 TO B0170M PLATE/CHORD W/ 8d @ 4- O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEPSCREED PLAN INSTALLED PER MANUF. 2-x4- CROSS BRACE @ 48--SIMPSON HETA20 W/ (8) 1 0dX1 1/2" O/C FOR THE 1 ST Z-O" OF NAILS @ 24- O.C. INTO TRUSS END WALL W/ (2)1 OdxY @ EA. BLOCKING& MIN. 4"EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" I\, �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED u 3 U INSTALLED PER. MANUF. I C C SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KID BLOCK 15/3? OSB EXPOSURE I SHEATHING PROVIDE x BLOCKING AS f REQUIRED PER r a SECTION X-X IF W NOT FULL HEIGHT SHEET- U) L i G FLOOR SYST I M (2)- 2x TOP PLATE BEYOND I — 15132"OSS EXPOSURE1 F SHEATHING Lu x SOLID 2x 0 BLOCKING a ALL :03 nc SHEATHING 0 m =��, EDGES (SEE OPENING ... -i SECTION X-X) W (L 0 C Fx w 23 tu- H -2xSTUDS W BEYOND. 1 SEE PLAN 0 Lj \-2x4 P.T. BASE N�'-�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 3/8" "S"- NAIL 318" SCALE: 3/4"=1'-0-- SPACING ',_, �6 S S 314" S 1 1/2" 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL (FLOOR TRUSS) 60"� SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 1/2"GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY---� GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" @ INTERVALS NOT EXCEEDING 10--0" (R302.1 1) EMBEDMENT @ 24- O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD 2 x STUDS@ 16"O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -A' A. WA A - 'A (3) #5 CONT. ON 3" 11-8.1 8" CHAIR W/ 3" MIN. 8. -J CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING !LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FUTCH 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 M 1� �Ikl �01441'1 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8"OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -i PENETRATE SURFACE MORE THAN Ye'. NAILATBASE2ROWS@4'0.C.W/8dCOMMON NAIL NAIL ATTOP PLATE TWO ROWS@ 4- O.C. w/8dCOMMON NAIL z LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- D.C. vd 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. , STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL a 03 2 Lu LL f- 0 x PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF >- 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. er t; 0 0 U) t; 0 U' :R 2LL @ (2) 8d NAILS IS 3- O�C. TO EACH TRUSS END OR @ VERTICAL z 0 MEMBER IF GABLE END X 5 U. NOTE: C� WALL SHEATHING INSTALL. &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 241A 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 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 11/2" EACH SIDE '09 0 41AIQO'9 1 >vl SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON ALLY @ INTERVALS NOT T EXCEEDING 10--0- (R302 .11) 518"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24- O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. 1 SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH - - A -. " \ A A . �A 4-*- . . Cn A 711. .11, 8-7. (3) # 5 REBAR ON 3" CHAIR 4" 11-8H W/3"MIN. CLEARANCE ALTERNATE FOOTING m S6 0 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 112" 0 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1-4 1 (1) (2) (1) LSTA30 4--9- j2) 3 #2 (2) (2) (1) LSTA30 (3) 3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" OIC 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318"THICK EACH. 3RD LAYER 1/8"THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. a 00 FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C14 CL- Cf) C= L- C= C-7 C�4 0- :7 12 m = - C-4 - to '0 - 0 g 2 C2 -E U1 W 40 'V- eo, t it, 0\, To the best of Me Engineer's knowledge, Infoffnafion 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 Is g(-, . N 6 CD 0 C 4 . 0 -.-- �; '? $ 0 r-- - V R 0 N 0 , % rd -5-1 LU CqLLU-1 . 0. Lu z co 4 I i Aml 0 C14 W 2 Cr A M Z; 0 1 GO 6 LO Z < M UmI- Um C14 . � 0 0 z 0 C-D < V11 Co Q) (D U. 4--J C—/� d ra Fm U 0 Ln Ln LU < co 0 r. 9 z9 3z E E 8 cc 520 E 0 8 z CD CN " . �z Lq wx m C mo 2-, z �z w m o21 8 �z zz W CL w zjz < 9 9 -0 C=) 6j 1 w 0 LO LO 6 0 T m L0 co j M r11 Cn Cr C.) C) Ir- U) 0 Cq LO < 4 a 0 LO C14 ol 0 LO U11) < E (0 C L0 0 z z E 1— JOB NO: 22-06468 SCALE AS NOTED SHEET NO. S6 (MONO) 04 t104 to ;�3 C> L0 E Cx 4_� FL E 9 Cl- 0 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2"DRYWALL DOOR JAMB (REFER TO PRODUCT L x4 1/2" DRYWALL x4 TO PRODUCT APPROVAL FOR CON)N. P.T. P T. '0 TO PRODUCT APPROVAL FOR CONN. x4 ffx8 APPROVAL FOR CONN. *1 t"\4 X4 x4 P.T 0.. 3/16"0 X 3" LONG FURRING ROWS 3/16"x 3-1/2" FURRING 3 -1 /4" LONG X 3/16 Uo FURRING TAPCONS (2) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURI,: MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16' TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N 1x4 1 D1 1/2"DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" )16". APPROVAL FOR CONN. OWS 3/16" x 3 (2) R -1/2" i3 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ox4l/2" 1x4 z TAPCON @ 16"O.C. & L END w/ MIN. 2" EDGE DIST. DIST FURRINI 4" FROM EACH END w/ 2x8 P.T. W ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10&3" 2x8 r),to MCTAII I ilAill MCTAII STAGGERED @ 12" O.C. 1-1/All nl=TAII BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS( CC SCALE: N.T.S. k SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8"O.C. AT BUCK 2x845 A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A 4 ) q BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHONZ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT*�- SCALE: N.T.S. �S 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 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4"TAPCON (11/4" MIN. T INTO /4" MAX SOLID BLKG. AT TOP BTWN. ARCH EMBEDMEN BLKG. & BUCK 2 x 8 VERT. W1 (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16"OSB ARCH PANEL '--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 13-13 ARCH DETAIL rK SCALE: N.T.S. � �s 2'-01' - SECTION A -A 8" 1/4" x 3 1/4" 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) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4"MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 811 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. 8" #5 REBj (TYP') STD. 90' FILL SOLID HOOK 0 BOTH CELLS T� NOTCH WEB AT ±5A FIRST 2 COURSI ,APACIIT = 805;FFORISIRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4'x2 1/4"TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2' HD TITEN (CENTERED) wl MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS 0 JACK TRUSS PROVIDED BY-J TRUSS COMPANY OR 2x4 00, #2 SYP @ 24- O.C. 4'-0" MAX SEE PG�N- 9YA -QVP It') ('11INT IKAATrW TPHqq r)F:PTW 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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE"S"OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, SEALANT It PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ It COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. '.1-< GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4"= V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W i W ' M ' AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" P. 4 GRADE z 0 VL� 411� 11,0 . (2) #5 REBAR. (1 -STORY) 16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3"COVER EA. WAY .00 SECTION AT DEEP MONO FOUNDATION L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS #0 40 2"x BOT. PLATE W1 (2) 10d @ 6" O.C.. 4% #5 4% 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 4 eD 90 HOOK (TYP.) 2xBAND OISTW/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 1 Od @TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 41; IF, ±271 TC @ FIRST COURSE WN- SIMPSON HGAM10KTA @ 12" O.C. wl (4) 1/4x1 1/2" SDS SCREWS rHE :S L: INTO BAND JOIST & (4) 1/4'x2 3/4" TITEN INTO K.O. BLOCK 4k* 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-J-JN;:� CONT 2x4 NAILE T 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. C CONT VENTED OR SOLID SOFFIT T T IL ;2x BLOCKIONG NVAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. ("') I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/(3)16 GA. 3/4"xl/4" CROWN STAPLES@ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT A SF01 SC LE: 3/4" = V-0" FOR ALUMINUM SOFFITS �I`ITH SPANS E REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA .REFER TO THE PRODUCT APPROVAL FOR INSTALLATION IDETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 0 DOUBLE 2x4 SCAB FOR 2'-6"TO 4'-O"O.H. + 4 + + r/y (2) 10d NAILS @ 8' O.C. + TO TRUSS TOP CHORD + + + PLYWOOD SHEATHING BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. TER SOFTIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX 4'-0') SECTION @ ROOF EXTENSION rM z 0 SCALE: 3/4" = V-0" 11-1 �s U- 0 SEE SHEET D2 AND U.1 SIMPSON HTT4 w/ (18) 1 Od x 1 FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO U- 5/8" DIA. ALL THREAD ROD EPDXY MIN. 6" EMBEDM NT & 3" MIN. EDGE DISTANCE REV. 07.28.21 SCALE: 3/4"= V-0" RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4"= V-0" 1 '0 H SS RETROFIT FOR MISSING EMBEDDED STRAP_ SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 at 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTI-­ OVERHANG'. RETROFIT WALL OVERHANG DETAIL (NTS) MR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR RECI-D. 11-011 51-011 ISH F SCALE: N.T.S. . . - . . .& - .. . . .1 - ... : 10 ":�Ivf. - - F - '---#5 BAR CENTERED W/ IN C A TOP 9 KNOCKOUT/ CHAIR BLOCK MONO FOCITII IG .'*A SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD b W HOOK #5 BAR IN FILLED CELL," all OIL, tt"". ILV It,; vv STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5u 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 I — EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. In% UIT-051 ILI ^^Ll^ SAW CUT SECTION SCALE: N.T.S, C- A t-A C-4 C= ru C- C= cl*x Lj- a— M C=1 10-0 CZ CC CC W j CL ee C2 0 VVU �or n < J, Q., To the best of the Engineees knowiedge, information and belief, the structural plans and specifications contained within ftse drawings comply with the 2020 Florida Building Code - Residents[ 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 ON C� (D Wo 6 -- NO LL s LL C9 LL ill: W. Z W 04 W 0 W No z 0 UD ce) z IL C14 < 0 a d U z U) W 011 F4 o S. 4zz cx)o LU U 0 LU A- U LL, U < 40— rl- C13 z 10 W z E 0 ­ ?0 E ca t-j!i j5 0 0� . 0: 0 0 C) E C=) 0 z C14 —CD 0 z. 5: =3 C: C 1z 0- z z 'z- 0 0 Z WCL >, -z 0 c:t co Uj 8 zj< .2 CD 120 LO LID La CL LO M 0 0 M M U-) 0 ICY) LC) 04 04 0 CF) C) Lf) Ul) 04 < E 0 z M z E E C 0 JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. L 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 P NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP L1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS C7nD DIQG Alklr) RI IAI IKIPr)?IUATInKI 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS JOIST STRINGER MUST MAKE FULL - 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 B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 314" RISER CUT TO FIT STRINGER _ 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 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAILS) x 1 1/2" NAI/ SECTION VIEW "A" SCALE: 1 = 1 -0 STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL E SECTION VIEW "B" SCALE: 1 =1-0 ALIGN THIS STUD WITH FACE OF 2nd RISER 6's / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/" X 2" TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND 4OF STAIR TO �" CONC. W/, TAPCONS @ MAX. 32" O.C. \ NAILED TO STRINGER 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOSE SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION DEED SCALE: 1" = 1'-0" F0 t r aw�.nnvu FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" \ NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" G • 1SECTION VIEW \ SCALE: 1" = 1'-0" TOP OF STRINGER I�saIN==aS-"� G---6 —2x4 BLOCKING FOR 2x12 SIMPSON A35 �- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW 'G" SCALE: 1" = T-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) L POST LET INTO LOCK I DE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES oil �..-- �P1 �. '� I' �I 1' ■��Iiiiiio.��iiiiiiilil�l 11 1� . - - III►,' - _ -. III►, �J ■11=II-1111 ILI OWES 0 mii�m mmd�l 2x4 PT NOTCHED INTO 1 STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS I `f2x8 SYP DRYWALL STOP MUST IL/ NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX/GL UED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" NOTE: 2x8 DRYWALL STOP \NOT SHOWN t SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED N : � 0 -o • _ . 15 c coo v c"-, m �•c _. to m C .. N N O > > c o c E e. w ­kkq0 390 r " Lu w 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 I&I S E N O 8V Pco N N Or�D di M OV �• LL 4C C J LL W Qt_u- Z a 3 pan o m N ;; m 5 W �gpjw N "Z a ILL Z o c� Z N W ❑❑ U Z N z� z� a - N T4-J w LL N V — � O C �r f6 LU L C S �Op M Z LL f o wo ��I oW� >� 20 a E UO 0 �a 0. U~OZoU CZ NC dwo ¢� 0 oZzQ Jj FZ 0 o a ZwW o `� > v .5 3 0 2 O i LO C _LO coco i CD Cr CD r VJ tV m Ln r 4-0m 4_j O 0) .� C) ,LY^ J N Q r r d E .. z m Z 2 c a 0 ¢ o JOB NO:. 22-06468 SCALE : AS NOTED SHEET NO. ST 11 1 LO C'4 LO Go P LO c"I tR E :9 4 !2 Go E 14 -9 8 -1. C 0 C-11 51- 9 8 -1 0 :0 C3- CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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 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. OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED 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 _411 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. D13 _471 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-O"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) 1 Od x 1 1/2" NAILS EACH . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE W/ 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS ROOF SEE PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES ,E N SHI 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 QOF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY 2X4 CONT. AT-/ 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 Ak VARIES ROOF SHEATHING x 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 MIN. (2) 2x'14 FOR CONNECTION NAILS TO TRUSS SPFTOP FPLATE INFORMATION. BOTTOM CHORD mkVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO EE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/Z'X8" EPDXY ANCHOR MASONRY WALL SEE .1 @ 3" FROM EACH END & PLAN FOR MORE z 16" O.C. MAX. INFO. SECTION @ ENTRY tt 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZ[ & ADDITIONAL INF( )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI �FO (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @TRUSSE U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR . .. .... .. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od 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) 2x4s OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4' TITENS EACH TIE BEAM BEAM RAISED ENTRY MASONRY WALL 4 SCALE:NTS kSEE PLAN k I FOR CANT.1 COLUMN SIZE& BASE 7/16"OSB FLITCH PLATE CONNECTION INFO REQ'D INDICATED ON BM. ONLY WHEN SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO ^r%-r1^K1 t% ORJ SE OT ON A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0. 01 SCALE: 3/4"=V-0" SEE PLAN FOR SIMPSON CANTILEVER IF MTS18w/(14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO /5/ COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE Ir2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR ----- SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS xA TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2**� SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. jim 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. CENTER OF POST BM. SPLICE OVER SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: SIMPSON Aq HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. 4,v. TO GABLE TRUSS A. COMMON TRUSS - .4_ SEE ROOF PLAN v FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED� SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS TO STUDS W/ (3) 16d AT 2X4 #2 SYP NAILER. NAIL EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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 ZSEE LUS26-2 W/ (8) 16d NAILS TO j FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2XII 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2"X 4 1/2" 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 � �q SCALE: NTS 7 LOW ROOF/WALL SHEATHING ATTACHE\D PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SPI W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od 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 W1 (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/---" (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'N� SCALE: NTS DETAILS & SECTIONS C14 CL_ LU e = r- CD C A =C, cc 2! .X Lie 39 2 C, 0 15 -dX cc tv 1! Z., CP W -5,.= 01'A' < C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications mntalned within these drawings comply with the 2020 Rodde 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 Nei. E q 6 0 59 0 S (N 0 4 Cc L�_ 0 _j �' o. 52 z i f 0 § 1, c � 7; W 8 2 '; xo 9') W . M z ID — 0 - LO C14 Z < Cl) L 04 < 60 00 z 0 0 W 00 0 !�2 0 S C q I V) 'S cis 0 Q) 0 4—J )ou tA Ln \-/(U �2 A - 01> < Cn z _j us E a. E tF� !.C. 0. W 0 z t Z Z 71=D CO C W .0 0, Z. z _� C co z W 0z W 0 C� co ' 51 W 0§ 0 r_ .0 E :� r--.. LO LO LO cc CO CD ca U') 0 0) 1 Lo .0 04 04 0 0) 0 LO CN < E to LO z 6i E T_ co E M r_ a- 0 1 0 C 3 JOB NO: 22-06468 SCALE: AS NOTED SHEET NO. D1 rn LO s a rl- LO 0 0 a r- N Cn I ze c J I Cn Q rn 3 C, Q 0 E C fF 0 a U i i z f•p t Y i 0 0 ti N 0 a a 0 0 (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. EXT. SHEATHING MASONRY WALL � BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 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. HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. () 2xSILLPLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. •, SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF o ••°• CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 2x CRIPPLE AT EA. INFO 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 2 1/4" TITENS CENTERED • � �• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°' '° VERIFY W/ PLAN oo 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) BELOW. I WOOD STRAPS w/ O 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 —E AJS BLOCKING PANEL @ 24" ri 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 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 CONNECTION IF MSTAM36 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 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 B'°�' 0',o CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN 6','8' !• P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ 11 10d A ( } (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE . NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN 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 INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS @ () (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR T.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 B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. H FLOOR SYSTEM _ 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 WIN 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"0.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 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 EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ 2 2x TOP PLATE ( ) E F �P SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE L 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 �-B�SEPLATE W/ SIMPSON LS30 wl (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6•°V �.°I. g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NAILS AT D BASE ON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • , • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS V 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO77 MATCH JACK T - — STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 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. @ GIRDER SHEATHING CAN STOP ONCE UNDER 7 i (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° �� ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH 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 8/13-2 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 10d @ 3" (2) 2x SILL PLATE HEADER/ STUDS (2} 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR RIOR HEADERS O/ � N 2x CRIPPLES @ 16" O.C. (2) @ END OF HEADER. SEEWS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F ��k �8�• 4T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x ti!/N OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 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 W/21NAILS 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 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. e�+ N c 0 W 7�i s o �mK om = d, m occ rm d_m�; � N a C 1C p 0- Cj (/ ' --j Q O�C> FLO •P � I/,W l I 1111100 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. c 89 N N - O C O .- Loa p - � NJ � to IN et C -t' 13-9LLLL LL LL W 0 Z MCrn r a 0 W N�°'°' IILL —Z N N Z m J Z OU 0 Q) Z N z z J d z N z N W •V 0 A —� O LU 8 C 4 QN o� C:,w Z <h -. I Ll g E zo oo I� a� _® E F@ _ E !;C. M0 UD wa 00 Z S N i O do d (� v p Hm ms F O Zz '<W Z vi J z N 3 ¢'° 0� az W a tg =W O NZ W wI �x n v 03 2O LO LO C, M (D c L = COO co Y Cr Y O m In Li) r � O o N Q N t^— N' (a T_ O Z z 'r?i E r 0- 0 a o JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. D2 f• v 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 TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 3/4"-1" 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 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 VWNDOW) - *-�- 2 NAIL BRAND OR EQUAL WEATHER O 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 2 BARRIER SEAL TOPS of JOISTS ' - WIRE LATH LL R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complyingwith ASTM D226 for Type 1 felt or 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 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 __ _ - - -- inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: I No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold barrier back head i 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. weather resistive over 2 flashing and seal with tape 2 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELSELF-ADHERED F-ADHERED WINDOWING ■ 1 ING■ 1 FLASHING ■ 1 Exception: Where the barrier that is has EXTERIOR DOOR WSELF-ADHERTHDDECKHSECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER water -resistive 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 RUBBERIZED ASPHALT 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 3/6"CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pP g g PP 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW 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, _ �� (BEFORE FOLDING, SCORE PAPER TO E RELAD 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 � 1MNDOW BUCK TO ° EXTEND A MINIMUM 8" ESIIVEASSHOEASE ADHESIVE WN AAMA 812approved standard as for the type of sealant. Fluid -applied membranes used as contraction, , , or other a appropriate OUTSIDE EDGE OF '' MASONRY WINDOW BUCK ' ° ° VERTICALLY FROM BOTTOM OF flashingIn exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s P y g PP g a, 2 SEALANT JOINT - ° - ':<>?2,::;;'<'';:> `'"'' THRESHOLD � II installed h following I ns: sha be nsta ed at thelocations: 5 SEALANT FROM S 0 ,, •. INSIDE EDGE OF _ s ..:;r'>;:::;:: WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° SECTION -A (SEE DETAIL WP02) AND EXTEND TO 7WINDOW FRAME ° ° 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY PATTACHED ER CODE ° ° SELF -ADHERED FLASHING 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 window door be installed in the 6) TOOLED SEALANT REQUIREMENTS at exterior and openings shall accordance with one or more of BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 4 manufacturer's instructions, in accordance with the flashing manufacturers instructions.Where flashing instructions or details g manuureere asg AROUND, INCLUDING SILL. > ` 2 (Dare SEAL TOPS OF JOISTS 6 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 UNDER DECKING BOTTOM NAILING $ (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 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ 1 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. Grounds +- 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 6.6.At wall and roof Intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL APPROVED SELF-ALath Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSETWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 ' StUCCO FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER ° a 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 1 �, DOUBLE ° ° 7/8" Cement Plaster "'SEALANT SOCKET WITH JOIST ° °d TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° ° Foundation Wall in accordance with 7/8" Cement Plaster JOIST BELOW 1' 1 SELF -ADHERED FLASHING ASTMC926 in accordance with ', •, , SELF -ADHERED FLASHING ° a ° ° a ° a ASTMC926 2 ° Felt backed metal 3" MIN �... 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. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ ' ■ • FOUNDATION WEEP SCREED ' sheathing shea O.S.B. Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER , :. . .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL As Per Matnufac . Specs. PRODUCTS DETAILS TILE FINISH I STRIP OF SAF LEGEND � SELF ADHERED FLASHING (SAF) o 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 U) ] BARRIER MRB) - - BOND BREAK THER BOND BREAK WRB SELF FURRINGw(SF) LATH ESISTANT BARRIER- 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN Lz Detail Instructions in each detail that corresponds to the Refer to the number marked asRinstructions 1'-0" PER PLAN I I WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Cement Plaster numbered items in the list below: SURFACE TO TOP OF FLANGE AS AN AIR Decorative Finish in accordance BARRIER with ASTMC926 •,o o, o • • o. All inside and 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding SLOPE 8" CMU 3-1/2" INCH FLANGE over wood 2nd o• • • o floor .q'• outside corner will °'�•o, 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 '°•o,• o•: butt joints need to • o,o•o,o•. becaulked using 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a :55 11 - , o, o • , embedded in the adhesive layer) - for ease of installation and to n- a , ,a � STRUCTURAL SHEATHING Stampede or sim. minimize scorin g cuts ° ° a Lu a W 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-00 = COCONTINUOUS DO NOT SEAL. BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" U.1 ROD & SEALANT DRIPACCESSORYSCREED PLASTIC Minimum) ° ° SLOPED MUD BED ° i ir I BOND BREAK WRB 6. Fold as shown by arrows ° a ° a CrI SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN - ° Q ° ui O ll . I� Note: 8. Mechanically fasten as necessary " - - - - = I ° _ _ I _ SLOPE -I a _ 1� The building paper and metal lath must be Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster 4 NLANT BACKER ROD over block a a a & SEA 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE N N � .o2 cn 7 tJJ r A K r CLL a- N Q:OX x is c 7 0 r Q odc Y 3CP d (, Q% T c 40 a � N 0 N _o To the best of the Engineer's knowledge, information and belief, the sUucchural 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. 9) 62 ° �U � �NO� ,y Q C J LL W Z = W 0) d Y 0 @N�_o 0 W m W z Go 0 N Z J ¢ 1- I� N V OU N Z U r) Z Z� J a V) Z M Co �U � p _ 0 W s t/') c cli U '- - E r 8 I Q N W S Id o co W = J EaR y =o E �_� a= 0,� U w� Z O E C) as ao & Z wZ a L CC ry N C Y o gZ Z C J OU � cab Q W sN (� (� d H W 21a Z Q av W a U LL �o T� TI� �D c � ila 0 , 3 e0 LO LO N M I� Ln � MO Ir- M � O Y m m Lsn a-+ O 04 C� N CN Q T_ r E c L0 Z M c E T ci a 0 _ q p _J JOB NO: 22-06468 SCALE : AS NOTED SHEET NO. W P -rigr 111 rwyM Mounting Bradoft (110 G i +112'x+1/2'x2-12'?U" ITT port W) See Amhor Schedule / 1� Right Bracket (16GaUge) 112* Dia A325 (TYP.) #14Seff4)r11hng Screw$ AVC Urit Bottom Edge Hurrliwe Strap Washers (Typla�lllnfforrt) Front Cross Support Selfl.ockirliq Nuts (Maybecuttow) Left Bracket (16 Gaugle) 0 14 SeMiling Scirews Thru Brackets 6 Back Cross Support Into A/C Unit Smom Side (Typical- 3 each side for hurricarie, use) --:dw sastlianom uwannutions = peahnslail soult a" "aloo-w Ak It -,- saw in *a Florida Depeftent of Busindaiss & Professional Regitilation Building Codes and Standards Product Approval Application Detail Pop I of I IM111=1 Enter or Does Peadims mm volaskin mdallik Vdftod &IbMIned PAC AWODVII AD Afilimah. 2020 Sn.rt Van Produft Inc, Monaw Gets. Herms. F. Norem, P.F- Lmkv Bowden PA. 12MN= i2fi4dM 42042020 Appr-d Calsomr. Snxuaj Components (077) 441,83H FE-73778 (334)300-11100 SlAsCiessow. Products Intloftoodass Realtor fmfo@wm4ftnt.com N-Tach­bwy Campulan. gmh.Lt E"aludlion R-Pod ton, Florida Railiverod Ardita"i we lJoamaid Saida Professional Engineer A" Prod,* Mesa ZWANLDmgmm 4udft Assurance Aporinvillerilso Antroved I, h" 0,jaild, for use HVHZ 0219 Big&" Design pressum I &mtV*M Media 01540,510 Deal Funrllm Flood sad VdMI1.11on Vent miam yes Yes NIA +100)LIOO 2 SodVwA Moo. 01540 511 Dalfu.d.Flwd nd%*wsdWnVd IM1117023 Yes Yes NIA 00 :1100011f",DO 3 SmadVattlidodo:011540-RO kusulatod Flood Yont' '"Ides Yea Yes WA 4 amed"em Met* #1540-521 InuftledFloadvrt 12031/2023 yes To. NIA -100�1100 5 arne"Yord Modo:#1540-524 168olud; Garage Door Flood Vent 1251112025 Y. Y. NA WA 6 snwrr4w4 moo 01 $70 V14-d 10h., Flood Vent 12031,4AZI Yet yes Mhk -1001-11K) 7 amartMant laoda:#155440OZ4 14.5&qud: GengS Ow Ficad Vent 1231112(In Y. yes WA WA Flodde Deplartniett of Sualliess & Professional Regulation Pao, I ri Budding.Codes and Standards 101412021 ProcliM Approval Application Detail Gast cam Or am 20 Ode pertlim 9111 mm V0mI- M..4�dU- Qmm 6' yam 29209 arimagrA ARMUM man Itowelon 2020 Drool Metals. kK- Jason Shurnaos Zachary R. Priest Lochm Sawdoo RE ORMOM20 0111olarim ofinono2o IW13020 APPWod Casoxy: Rooting (SM 303-1511 M74021 (334) 300-1000 NaloCastallarig. MOW Robins ftlun-wasildox-t- Comes=* Method: EwJuWm Repair ftan a Inords, Ressharsd Aroostook Or. Lksonsed Sales PrdMsimW Anosar almoaLimm QuAWAM&WWa Aponnnid for UN AlMoviodfor Ust know Do" I ==IMM§K-W-M= produrt Disaillothus Oil oss" hillinit OUE"WAU R*Wah" Pr4smLm 111,11 Syess". ONG 10ONA ONIC 1505%, DMC 1756� OMC 2008, I=VZO25 ye, No NIA +(*iao omc 5V Florida Department of Business& Professional Regulation Pag.2d4 Building Codes and Standards 1125MZ2 Product Approval Applilestion Datell Qu Auks ims RALB111:1111111JI 209 Do version mantiftetumf coirw S, License ValkWW BY =-Saliftilost, Sublon 111MO FRIC Approval Approved SIgjIu Revision 2020 Thermal-Tru Corporalon awe jesperson P.E. Ryanl. King, PAL O4f1&2M1 1=ir2WO OV2241021 08105120V ApprOHNI Category. Exterior Doom (800) 043-MG PE43,100 (813)787-MM SaileCinsigilly Sv%einging Extedor Door Assonribles 'jospersorillitser-b- Compliance Method: Evaluation Reportfrom a M Florida Roostanad Architect or a lJoemed Florida forahasialonal Engineer QUAUMLjjZUM AporaindtariLlso AloproNdforU$o Ummid 2DW Mam* Contract Platimthan Date Aaa 211:11111ftl= ARM" i M:!MtNer`4!@`!A!c and Smooth-Stor Nominal MAWS squatImpactiqVII; opaque 11201f= NO Yea Yea WA Composite Edge Fibersilsom Single Door 2 15, Thorn'&Tru Flbar�Clssslc and Smooth -Star r-I Opaque 0`311= NO Yes Yea NIA Composite Edoe l"Iberislass Single Door With adelits(s) 0 nevinginDubming; XO, OX or OXO config-tions) 3 c- Thermat-Tru Rber-Classic and Smooth -Star Nominal SUM8 116quotimpactsquot: Opaque 1=112= NO Yea Yea NIA Composite Edge Fiberglass Double Door wth w r4thout sidelitea rhomnoloublaving; XX or 0)0(0 4 d. ThormssTru Fiber-Cladul and Smooth -Star =2 &.-;'he*.4 Do.- IV311= NO Yea, Yea WA Composite EAgs Fibergifte SiVie Door (InsaingiOulawing; X Configuration) 5 a. TherinsTru Fiber -Classic and Smooth -Star Nominal 58MO &guotlnV$Ctgqw� Opaque 11=11= No yes Yea NIA Composite Edge Mbed0we SkVlo Door with Shkoks(s) fmsAnSAXAWi.Nr xO: Cxor CXO Configurations) a f. Thorms-Tru Rber-Onde and Smoolth-Star Nominal 06601210 86quot1mO9o*uot; Opaque i2j3v= No Yea Yoss NIA Composite Edge Fiberglass Double Door wth or volthout Satellites XX Or O)OLO whirouralloma) 9, ThermsiTru Fiber-ClaSSW and SmOM-SW Normnal 59W.8 8,quatIrripActiliquot Glazed IW310= NO Yes Yea WA composhis, Edge S berviloss Single Door ('---VKhAWW% x configunabon) h. Thsrm�Tru Fibet-riwassia and Sinwo.Ster Nominal SSAW11 Iliquotimpsictliquot Glazed 112GIr= me Yea Yea NZA Composite Edge Fiberglass SrQle Door with Sidelle(s) ormwinoolewre; XO, Oxor OX0 othiligurarlions) i, Therms-Tru Fibso-Clasek " Smoolli-Star Nominal $111l l4quotimostAquot; Glazool 12W*= No Yam Yea NVA Composite Edge Stisopleas Double Door with or Ysithout Sidelitiss rinowing/Outswing: )D(or OV(0 ==�. io J. Therma-Tw Fiber-Classio and Smooth-Slar liqu.1;Impactiliquot Glazed 12MIMM No Yea Yea WA Composite Edge Rberosse Single Doe (inomr4cubm"; X cmflgurotm) 11 k. Therme-Tru FiberClawoo and Smosithstar Nominal B&OVID i6quotimPoolsquot; Glazed 12131 No Yes Yea NIA Composite Edge FlIssiShass Single Dow vMh 9delitiols) OnswinVOuNsWre; X0, OX or OX0 comfiguntlions) 12 1. Therma-Th.; Fiber-Clessic And SftmM-SMr Nominal SANW,0 Glazed 12r111= No yes Yes WA Composite Edge Fiberglass Double Door with or 'Mthout Sidefitim, (Iniswirovulavoinir )0(or OXXO allifigunistions) 13 m Thomna-Tru Fiber-Classio and Smoath-Star Norninad St",8 &quoIiwpocdqwt Glaratt Molded IminOW No yes Yea WA Open Composite Edge Fibosgieso Single Dow OrmyonspOutinwing: Xconsliouration) 14 n, Therma-Tru Filber-Classic and Smooth -Star Nominal SUMS Squotirnpactgquat Glazed Molded 11MV21=1 NO yes Yea WA 0 XQ' OX Or OX0 configumbon.) 15 0. The�Tru FiberZilassle and SmDoth-Star Nominal 6B1130A Glazed Molded 11"t= No Yes Yea NZA open Composite Edge Fiberglass Double Doorwash or without Glazed Molded Open Sidelfts onowrignutswingi xxoro;= conligurationa) Is p. Thmre­T� Fib-Clisimio and SffxAh43*r N.rninwl 89*3aa Sq.6timpootsout; Opaque 12131r= No Yea Yea WA Composite Edge Rissrosse Single Dow with Molded Open Sidallits(s) Onvoinal0vtowing: XO, OXor OXO configurations) 17 q, Theirms-Tru Fter-Ciassic and Smooth -Star Nornlnal=�q 11201= No ym Yea WA =uotopaque 41 Is Dogur Wth or =1azod Molded Open Sideldess (lftWnW0Ld9v*V XX or OXXO omillrusations) Florida Departmorst of Business & Professional Regulation EkAW!rtg Codes and Standards Product Approval Application Detall P.r I fi lm=l Must Yemen nmufknK�w cataa enaw a utaw Vdlda" IV ywham fulassiliNg PIIIQ AMMUM ADerisved so& RWSW 2D20 PGTIdmHSa Jan. R-all MI-ii-D.6t Deco - CAR Iffiand-D.4vNICCO-VAL 11A951020 i Wis=20 11/24*2029 Awamd CA.2w. Vhnlar D- (641)48&0100 (786) 3is-7590 Subcd.gosy-' Biking Extend, Door Aseenshle. 11wroorsuilsipplinddnea. Compflarcit Method: Cwtimillon VArk ar Using luguanno" Ousift Assamees Aporaned for Use Agamovedfalike imia Rim IIIAM Dhdd, H" fillillassit plessubs SOD-W70 (Loge Mosile Wiped) Vinyl Siding Glass Door 114PI4=1 yes Y.. Yes WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o22) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below If they will be utilized on the construction pmject for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm 1 1 1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 Therm aTru Fiber -Classic and Sm oath -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORVONTAL 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 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12131/2024 PGT Series 5500 FL261.1 IWA 512612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NtA 12/16/2022 B. UNDERLAYMENTS Tamko (1br Shingle Rool) 151b Felt Underlayment FL12328 WA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thom pson A rc h Metal Com p. Off Ridge Vents FL16918.1 - FL16918.4 NtA 9/9/2026 Florida Metal Products, Inc Vent RVIO FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/3112025 So SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrn Panels FL15076.1 - FL15076.2 WAN 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NtA 12/31/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Truss Plates F Ll 999.1 - FL1 999.4 NIA 12/31/2024 -Alpine MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Rim Board, LVi, PH, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 _Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-M30. 15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be avallable to the inspector on the jobsite; 1) copy of the product approval, 2) r(orlds Depa rtment of Business & Professional Requital ion Pap I Or 3 Building Codes and Standards lrl&= Product Approval Application Detail 92121 Entlity Or M a" now pending Mills version Contact =teansa vathdallig By validated submitted FBC Approval Apiaroved sm P�allon 2020 Therma-Tria Gorporatim st"Jausloamon hildt, P.E. Ryan J. King P.E. 07J2302= 07A20M O7rjW2D2O 101131= Appro-d Calssgoqr. Eaterm Doons (SOO) 843-7528 PE-43409 (813) 767435W SubCallogary. Soinging Exterior Door Assemblies sjupsamenilithermallosJoa Cossispilace MoMod: evefulgoon Report from a m Florida Registered Ar"ed Or a Licensed Florkla P'Oressub"I Ensimbis' R0 uct MOM. Number or Name Product Description C�kwft"aet Expliviloon In HVHZ Outside HVIQ A= Reslident 21= Plasm a. Themnst-Tru Sber-Classio and Smooth -Star Nominal 00080 fiqlactImpactiliquat Opaque l2nlr= Yea Yes yes WA COmposift Edge Fibeighms, Single Door (1meMr%9Xohmftg; X configures-) 2 Is. Thermal-Tru Rber-Chosic and Smooth -SW Nominal 6860*6 11,quatimplacdalual; Opaque 12GIr= Yoe Yea Yea WA Compod EdaeFibomIs9aShrgIeDoor%ft Sidelb(s) OnswingtOutihsing: XO, OXor OXO oorffigu 3 c. Therna-Tru Flasr�Classlo and Smooth -Star Namin 1=6 86quatImpsoAquot Opaque i2MV2= Yes yes Yea WA Composite Edge Fiberglass Double Door Wth or vftotd ShoWn (Insoving'OutiosIng; XX at OXXO confloundlons) 4 d. Themos-Tru FIber-Classic and Smooth -Star Nominal a&#3SO 11quoteripactilquarl; Opaque Inv= Yea Yea Yea WA Composite Edge I'lloonglan Single Door OnesningilOutassim X configureflon) 5 o. Thenna-T. Fiber-Chmak and S-th-Sher Nominal a&#*,O IliquothopeolAquot Opsque, 12131= Yea Yea Yea NIA Composite Edge Fiberglass Single Door with Sidefts(s) (InvAngifOulawingi; XO, OX or 0)(0 configurialions.) 6 f. Therma-Tru Fiber4lassil: and Smooth,%r ====c1&,qo.'=' I 2J31 rMM Yea Yea Yea WA without 9dallsso (InisaMnelOutewing; Xx or O)MO configurations) T g. Therme-Tru Fitoff-Classic and Smototh-star Nominal O&M,21 IliquoOmpectAquot Glazed 120 1 r= Yea, Yes Yea NVA Composite Edge Fibinglass Single Door I- 8 h. Thermat-Tru Abor-Clasar And Saliboth-Star No. ot Glazed l2J31= Yea yes Yea NIA Composto Edigo Fibohirials Single Door YA SidWW*) OrwWnsioubw*4ing;)C. OXor 0)(0 confillurati =8 9 i Therrma-Tru Fiber-Cfassar aid Smooth -Star Nominal INquotimpacti6qual; Glued l=Ir= Yea Yes Yes WA Composite Edge Fib"Ieft Double Door vAh or vAthout SbOfte (InievingtOushasIng; XX or O)sQ(Q ainfigurstione) 10 1. Therma-Tru I'llser-Clossle Slid amocili-%ir Nandnal $1141190:,1) 8quothmpactliquot Glazed l2f3ir= yes yes Yoe WA Composite Edge Fiberglass Smills, Door onoWT610uh-Pir; X comfiImmi.. I I k Thermo-Tru Flow-Ctessle and Smoolls-Star Nominal $&MO &qLiA1mpah1&q,!O� Glazed 12t3lr!= Yea Yea Yoe WA Composite Edge Fiberglass Single Door with Sidelito(s) atirwiftwoulsong:)(30. OX0, 0)(0 configuraliarm) 12 L ThormoTru Fiber -Classic and Smooth-Slar Nominal 1411!39�0 AquathiRRANuot Glazed 12131)= Yes yes Yes WA Com Door Will or .g%WFdp=-2:bI9. as )0( of OXXO configurations) 13 m. ThormaTru Fiber -Classic and Smoolsl..Star Nominal dil,"IlS N14UOtIrhP2dt&qUQ� Opaque 1201*= Yea Yes Yea NVA Composite Edge Fibsuglass Single, Door %0 squotmor-Impaclaquat; S'"HW*) (InamcglOulinnons; XO, OX w QXO conflisundions) 14 n. Therms-Tru Rber-Cleassa and SmoatStor 12r3ir= Yea Yea yea NfA C. &quot;Norl,lnigacI&quot: Sidelites(InsWilli/OutswIlls; OXXO oontgurown) is 0. Therma-Tru Mbor-Clossic and Stracilh,8taur Norlifinal S&MD &WotfmpW&quo% Opaque 1213irm Yes yes yes WA Composite Edge Fbarglase Single Door with IliquotNon-Impactilquot sidailhoW OnownelOu- :)(0,OXorOXOoorsrVun#Wns) 14441111PO"quv� 18 Is. Therma-Tru Stser-Clossfic and Smoo"tat Nominglasalswo OP94UO 12t3lr2M Yes yes Yea WA Composite Edge Fiberglass Double Door v4th OXXO Configuration) 17 q. Thomm-Tru Sber-Ciassic and Smooth-Sta Nominal SAAWS Squal;Non-Impodliquot Opaque 121311= Yea Yoe No NIA Conn - posts Edge Fiberglass Single Door (Ines0kefoulismilg; XMIlfigurnion) le r. Theirrol-Tru Rber-Classio and Saroath-Stor Nominal G&MS &quot:Non-Imp9s%Squok Opaque 12131= Yes, Yea No WA Composite Edge Fiblugloss, Single Door Wth 9drAte(s) ProWnWOulanving; MO. OX or OXO oonfi =;09quot;Non-ImpaN:aSquot; 19 a Thermost-Tru Filer-Chask and Smoth�Shdr No opaque 12MQM Yea Yea No WA Filouglon Double Dow VAth or xx or OXX0 comigursaam) 20 t Theima-Tw Fiber-Chmsic, and Smooth -Star Nominal 8&#*0 11quotflon-ImpectSiquot; Opaque I ?J31 2W Y" yes No WA Camposifla, Edge FflaRW:;w Single Door (I-Ar9Vut.-Anrl;X- urstior) 21 u. Therma-Tru Rbor-Classic and Smooth -Star Norninal WAV­0 9quatNon-ImpoelSquot Opaque 1261r= Yea Yea No NIA Composite Edge Fitsloalwas Single Door with Scleftes(s) OnvainalCutirkno; XO, OX Or CX0 conholurallonal 22 Themna-Tru SberClassi-nd Smoth-Sto, Nominal MAM.-O IliquakNorinpdaclizol; Opaque 12131 Yea Yea No NIA Composite Edao Fiberglass Double Door WthoT wifthout Sidefts, OniawinvOutesving: )O(or OXXO configurations) 23 w Thermse-Trit Fiber -Classic and Smooth -Sitar Nominal O&q*,8 86quothign-Irripactl4quot Glazed 12131= yew Yes No WA Composite Edge Fiberglass, Engle Door OnewnelOutwAV; X configuration) 24 x- Therma-Tru Fiber -Classic and Smooth -Star Nominal a&M.8 &Quothla� InsocAquot Glazed 11201= Yea yes No NIA Composite Edge Fiberglass Single Door with "'I's"N" 0 nowl ns0 ftW no; )CO, OX or OXO 111 Ono) 26 y. Therms-Tru Floor-oassic and Smoolin,81ar Nominal BEAM'S 11quothlommipactiliquot; Glazed 112aij= yes yea No NIA Composite Edge Fiberglass Double Door vAth or vvillhout Sidelfte (lftv*WOus%.0Ing; XX a C)O(O coni'swrortionS) 26 L Therme-Tru Ffiber-Clasild and SmoothAilor Nominal SIM139:0 &quot;N*r�Impad1&quot; Glazed 121311= Yea Yea No NfA Composite Edge Filisisloss Single Door llnvnfne(Ovlav�ft Xomiligurabon) 27 as. Thorrre-Tru I'lloor-Classic and Smooth-Rar Nominal &$,MO liquatMonimpasolliquot Glazed 1201r= Yes Yea No WA Composite Edge Fiberglass Single Door with Sidellis(s) QnmWnV0W9Wng; XO, OX or OXO anifiguralionns) 28 A. Themna-Tru I'liser-Classic and Smooth-Swr Nominal Bali IlIquotNon-Impactilquot Glazed 12i3l= Yft Yea N. WA Composite Edge SL"I's" Door vain or %ftDik Utilities On r.IO,=.)O(orC)(XO oonfillusistions) Floride Department: of Business& Professional Regulation BuildingCodes and Standards Product Approval Application Detail Pass i r2 1512ti2i slidit on*, a RAI aul cut poraffina me Idis "an"" issioussassis 911116111 kilmod& YAM" lisladiffif FRICA-anial jagatiat aawL R11.6on 2020 MI Windows ad Doom Orem aftinger Lois Roberto Lomas Sairen R Udell. PE iWarj= 1001Y2020 10/19no2a 12(1&=20 APPr..d Closassy. Eleanor Doors (71713N-23N PE.W514 (7M317,,11454 Sub(oalogedr. SWIN Exterior Door A"WhoftS bsfflingDr6m1w4,00n% CW4)llwK* slashed evaluation Repon tom a Floods Registered And~ am Umwd Flaide, Proknft.l Engineer 111111.1 Product desolation OudiV Assurance cartma an&mam Due Agonived for Us A=Wed in KvHZ Outside let the HIM jagag gooiKwd Iteskin pressum I UNMMI NbU"M-S Wnem" SERies 420 ALUMpIUM SGI) CXO 'ZOV2M No Y NO WA 146-210"quotxMqu : RON-REINFORCED 2 SERIES 42DALLMiNUM SGD SERIES 420 ALIJAIRQUt�l SOD OX XO. )0( .11=41 No NO WA NON.RSNFORCM 3 BERES 420ALUMINUM INGO REINFORCED SERIES 420 ALUMINUNISOD REINFORCED OXO 1203110024 No Y. No N/A 145.314&qu�txM&": 4 SERIES 420ALUMNUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX IN3112024 No Yes No WA )(0. XKOUPrIXM4 ot: 0 SERIES 42OALUMINUM SGO REINFORCED BERES 420 ALUMINUM SOD REINFORCED XXK IZZI)2(124 Mo Y. No WA 143&Qas:.0@1NW.t; Florlds Doplaftent of Business & Professional Regulation Building Codes and Standards Product Approval Application DOUR P.p I air 1411=1 am 20 Rommim 20 mult verathort Manufacture cmad inallawar & Licersia validated Bar VWldmkd julaim PSCAMMMM PAMV$d NAPA ltv%islan 2D20 Winn.01101. . CIPAIN. O(Ovh..d Door me". F-M.h John C Sootas J." P� A-, PA. IDMWID20 09=2020 lorAM20 12MWM20 Approoed Corbimilon (330) 7W4121 PE-511737 (904) 821-5200 Callagerr. E.W. D- downistil;wayne-d3ftanx INUINCOW&W Sisdieftal GXtWW DWor Assorribilas Oho C.Mil-NoW.d: P10sustOn RePonfirani. Saida It"IdeffidArdiflaot or a UWwd FIOUS Professional Engineer Ala UpdoL NLKnbww 161the Product DoiRrodon L" Ardloftbah, In HWE Outside Hma Rtobtat p� 3 OWMI111105 UM: Me. usidth. 14OU: Max hisight. Glazing .1=3 No yes Yea .31.0005.00 AY§Nbleln top orin*gmiwd* Notion. 10 SOOM10020001123 iG&M Mu,00. 14111W. himissigni. Glazing lw3lam No Yes Yes .30.001-33.50 available In W or trAbImodisto, section. I I 45CODIIII 001=0 01124 18811019: MIX ki 14fillift. Ma 11.1ollit. Glaolng 1713V2023 No Y" Yea -34.40,1311.30 "NANO, in Mo Or Iftl~iwe Stories. Florida Depatirnerst Of Business & Professional Regulation Builting Codes and Standards Product Approval Application Detail P.Plorl IPY2021 sta en*w a 111111I AU Doniftedna au mm vossion sissidlesia 911:112111. - - ­ xdgmmcm Issill" issaiM FACAMMVOI A,,r,,d man Ro"Idia, 2020 ConI"ClV%Wn OlAbD3. sm. TOM Rafty UL LLC Troy Bishop. P.E. 1211 GrIO20 12101,2020 i2f2lM20 Asoormad Caesar. Eleanor Doom (941) 494-2813 954) w-wo sabOxagosir. Censorious Method: CwWlcdon WAS; o, Living Quality Assummot AnoraviniforUst Assrovedlarlhis kmw Design canoed jissidisgiia Ak= 2WggLt= R291M P-- i!iss" r:mr= r1la �md a4r Single and Pairs d nush, Glazed. d Loered,ingi. and Pairs Or 12031112025 Y. Y. Yes WA DOOM hallow Mow doors. cals MM vension Nubtu- PlIvislon ZD20 MI VAndows and Doors Cdolisorr. 111findows "Calegasqn. Single Hung leapilasee Mahod: Cwtkdm M&A or lJoing iw Momfluintafforilaft 2 Florida Department of Business & lomfessional Regulators Isage 1 Vr2 Buililing Codes and Slanditirds I&MI Product Approval Application Detail Enwv Or Oam Ode Data Isamfillowl 1101. ralast goinsAimm YawdsLik UNIONS alluding zwka9mm Aa2mm mom Brorlt owing" t!!!rA.VWdUml at"" M. Until FIE ii/17)2D20 IVI712020 11127=20 App(od C?i T) 365-3300 er, A-wibb, (?17)317-0454 AazmmLtOLUM AMLMMLMLWR tma 21= 1, HVIRZ outside HVHZ A�Nwi= 62x72 FINFlongo Frisme IGW Single Hog 1 WOMM3 No yes No Soilw I.-In.fad Gi .. -Cu > 2 C8 - cc 2 CU 0 Cn -cu Cn 0 C CU Cn = 0 .0 CD LL 4- 0 CU > CQ E CU 2 CU -0 I- C= -6-0 Cn CL Z Z W mi C14 ia --0 C%4 C%4 CL- :Na. LLJ C* �nu C2. C= C2. c= CU co Us CA C%j C= Cc a) CID r= ON, C3 C= L3 cas CD Us E C, C3 (D E =:3 W CU CU > 0 CL 0- C.) =3 -0 2 C0 'a'alleassia 0 CU M =:3 0 cu LLI < Z Z SHEET NO. PA 1 10� Florida Department of Business & Professional Regulation Pogo a I a Flonds Department of Business A Professional Regulation Pogo I sit Building Codes and Slanclamlis lr6RO22 Building Codes and Standards Product Approval Application Dartall Product Approval Application Dortall 2W 212t 29A 20LE211511110 21% I= version liamiallam 21111111111 a Validated By YIN" AWMLod FaC Approval Antenwed Nam 21& and& w am a" Itses P*,dk, Fervission 20M TivermsoT. Corporation SW.=n Ly"do. F. Schmidt, RE Ryon J. K 1=7r= 0011aiMl 10MUM 12MS= Approved 31ift version iiwyLffwmw ffiNd� A License Ygldlttd IW VilkNod AMWW FISCAMMM Approved GaIdeorf. fiotoritor 00" pe.4340a 7=�e. (800) (813)78 AftrdW 2D29 P41TImItudelft C J- Promote$ Whomi-Doelor 8CCO - CR MWMK)od.KM-VAL 1 1A6020 il,0502(120 IIAIM20 Approved S,ubC~rf. "niting Water Door Assemblies couggess, owndoom (W) 48WO) (7413)3i5-25K ocaniollance mvel9t. E'dolustion Roportfrern to in IllutiCabegarr. Shrole Hong jmmmamrKkisoftc, Florida Registered Andresen or a Licensed Florida compliance MINLad: consent. NxA or LMg on Prefroomenott Engineer - I � 'jL I 1 1 1 11 1 - I � I "I I - I I I AlstrostALgie Anzeesd nor us, kma 21" OasMA=umnm &QRMSUV.M AWW&iBLWft i111111111 2EN Pfo&-�d IdodML Product assimilation awfalon code In Kvw g"do, "M ftqdKd Ptagn "0"4 Producarlodel. t4Mber or Nommi Product Descrialtion Contract Expiration ado In WHIZ Outside Hvw RUN*M fh-wftro 2 amilsoo IlArge, miss" impod) VN 91nal. Hung W'j.. 071310=1& Y. Y.. Y. WA I is. Themwo-Tru Fitier,01owiti and Smooth-8tar Nominal 85013R.a &Quct;Non4ffvacdquot Oposque imlim No Yes HID WA Composed Edge Flise"Was Ogle Doer (Inwivirsfoutwwinq� Xcorifithrostion) 2 to. Themns-T. Flider-Clositio and Smooth-Sizor Nominal $0,01191gill &qLotNon-imp"dqueyt Opaque 1211111= No Yes No WA Composite Ed" Fdogrittess Single O6d( With addWs) Onw4h9lOulthoong; X0, OX a 0X0 =1=�8&4ko1;NW4mp,&ct8**t 3 a Tharme-Tru Fider-Clawle and Smooth.Slar Opaque 1213ir2M No yes No N/A Fromighiss CwMosft Edge Douldle Door wM or wthout Sickolitze (Irommigiftisholne; XX or 0000 omfturgoons) 4 d. Themnap`rtu FiborChossio, and SinoctirwStsir Nominal 741AMA &PjotNw4ffvaodquat Opaque 121311= No yes No M/A Composers Edge Fiberglass We Dow 5 a Thounne-Tru Fibow-Clossallo and Smooth -Star Normital TAMO aquatRon-InVotioSquiot Opaque 121:31rAm No Yes No WA Compete Edeet'itoorolaosSintaleDoorvoidi Sidefloo(r) anowaingtOnoxwers; XD. OX or OXO a t. Therme-Tru Slow -Classic and Smooth-Slar votftur4hom) Nominal UM�0&quatNon4mpadSqtoot Opaque 1241r.,= No Yes No N/A Florida Departmend of Business & Professional Regulation Pop I ft Composes Edge Fibolaw Single Door Building Codes and Standards 115=1 (bwmnsoo4"WMI x owdommon) Z ThwmwTru Fber-Clawk; and Orrooft-Star Nominal UM;0&qu*tN*n­hnPwi;%Qwol; Opaque 12aIMM No Yes No MIA Product APPIlicatim Detail Composite Ed" Fillosergim Single Dow YM Approval Sidelliesia) X3, OX or 0)(0 conligurations) I 8 h. Thentroo-Tru Fdxor�Clwssio and SmDoth-Slar Norrunal UM;Oaquot;Non-Impack1kcruct Opaque 120WOV No Yes No IWA Composite, Edge Fillearglew Double, Ow Win or QM ml&.K as 21111111 noimdm go W&,6A Wdefts (InavAng(Oubhoing; XX or OXCO Mae. Voind- mmuhl" cooded FrAk� & 1JC­sV Vallgir"d Volldided Allis" FOC Accident! A,,-W 9 L Therma-Tru Filion-Clow and Smooth-Suir wnfigutoor&) Nominal Glazed 12131r= No yes No NIA Ads; led 2D20 PST Industries Joint Ro..W usurit-Owdo, OCCO - CER Ubl*Daft SOCO - VAL I VOLUD20 i'llown2a 1111itwx Approved Compc#w Edge Fiberglass; Single Poor coustiopy, rwiftw_ (941548"100 (796)315-2W anpongtouwmwl x comaumftn) flubCologarr. Fkd it) j. Tharrivi-Tru Ffltowr-Clasalc�and Smoothftr Noominsel S&M.8 4iietWor-Implectiliquot; Glazed! 120311= No yes No NIA C.Mtw Movir or using Composite Edge Rlowthass Singlop Door vAth St"Ifiras (ImonlingfOutwAft YO, OX a GXO 11 k Thermst-Tru Floer-Chossio; and S=ot�OW =*AquotWori-imposclilorruot; Glazed imirm No yes No WA Aflonevedimuse AMEVAWIKMM kold oldm Compeaft Edge Fiberglass Doutoks, Dow vAth in u- W=V!Pscil Product Devoted- cardrovoll Excitation clat, In BYRZ outside HVHK affialut jormsount wiftiout Sideliess (InsovingiOuismolng; XXor OXXO s VM9 Flood! VAndevr 0445"M Y_ Yos Y" MIA =e11M0&quocNcmAmp-*qLx* 12 L Thorma-Trij and Smooth -Star Glazed 12*11= NO Y" No NA 19 in Therms-Tru Filow-Cluo". and Smu.,th4lRo, Norninal 7&0*0 !;�wt;N6.4mpwI&quct; Glazed 12031r= N. Yes No NIA Composite Edge Filperplass, Sh to Doe Win % W its (9) 0 n ank ng/O ulsovin 9; 2, OX or OXO isonfigundons) 14 m, Thomw7ru Ftbw-Ckunia and Smooth.Star Nominal Glazed 12031t= No yes No NIA Composite Edge Fliparglows, Sing is Door PromingfOu"; X cordlirtuddon) is o. Tboormovrou Fiboor-ClassiG and Smooth -Stair Nominal a&#WO IllorritNion-Imposoifiquak; Glazed 1201= No Yes No NA Comporeds, Eoct, Fiberglass, Single Door Wild Sitholde(s) (Inisning,10itsomorig: )QO. OX or OXO Florlds. Department of Business & Profiesslonorl Regulation Fulpial 16 p. The�-rru Rlow-Classio and Smosth.Slar conallumborts), Nominal a&M,'0&qucd;NoiwImpaolSqtxok Glazed 12i51t20V No Yes No NIA Building Cooke and Silginclards tQ=1 Composite Edge PUmom Double Dow Win or voithourt Sideliers, ardwArstfOutpiving; )0( at QXXO Product Approvall Application Detail comiliguistions) 17 Themno,Tru Fiber-Chzwsk and Smoodr-Slar Norninal $11WIN-88quottlon-ImposciSquat Opaque lwl= No yes No NIA Compoishe Edge Fiberglass Single Door Win Transom (InswrigiOutwoving; 01X configuration) is r. Thenna-Tru Filpeor-Cloossio and Strrooth-Ster Nominal 8Ad1W,'8 &quotNo�impacdquct Opaque 1213412= NO yes No NIA Cells Entity or go an OKOPKN&W au Cemposidis Edge Sbolt� Sing 1. Doo-with vadidon ffiestaiggs upoug ZOMOMLLIMM ismom Xdd= gwolm LwLhmmnL Still Tionzo. (InominavOulawnW, OD(C�. 01 x or X0 wrmgumb-j C;Mo(.�r Re'vision 20" Jarrin H"o Building Products. I= Chad Glade V. Andnow Tan johnsoulthow.PIR. 0i)0=21 ilfIV2020 DIXW021 dria FIX Aeon 19 R Thernist-Tru FloorClawstia and Smooth4luour Nominal SLIMB&qLvtNon-loondquat Opaque 120112= No Y" No WA ciopw. PWM We" (909) so-413" PE-01082 (362)IiST-2326 Compostift Edge Fftrgkn Ogle Door Wsh Suboxwoorr. ShIng skwtbx.) (Irrow.900uti.W.M XO' OX a OXO Compliance Illecrod: EVOLOW Room from a Continuous Head and SIR tionfigurattlerw) Florlde Registered Andulact We Licensed! Florida 20 t Therma-Tru Fiber-Clomosle and Smooth.Star Nominal 8M3RO Scluct;hlon-ImpulAquot Opaque 12r3lr2QM No Yes NO MIA Pdossionis! angintior Composites Edge Filetiorglous Siritis Door wilth Scletim(s) XD. CX or M Continuous HoW raw SO configurations) GUNNY Assunwitee AcriproysidlKlUse Aarai2dfwUae 21 U. Therms-Tru Flider-Classis, and Smodb�Star NomMal' SSMS gland 12131r= No yes No WA 1"1 Product added, Number or Alms, Product OnedWan contract ffiriticift DK# In outside 111M Relegal pressure Composite, Edge Fiberglass Single Door with Sk*Ws) XO. OX or QXO I Cn*..k Lop Sift llbw�msdt lop weling iwirAn yes, yes MA WA Contimenis Head and 901 configurations) 2 Hwd.Pkk Lop Slifing Ilb-moothipskilinto 1212A/202S Y. Yes WA WA 22 Themws-7ru Fber-Cleszko arid Smooth4ftr Nominal 811,11139:0aquothlorr-Imposclaquot Glazed 121311M No Yes No MIA Compendia, Edit Fiberglass Single Dow wth SuModee(s) QnsvitnitfOularvoirg XO, OX or OXO Continuous Head arid SIM configurations) 23 w. Theirms-Tra Flostr4louselo and SnwdhiW Neortriel 8dAW,8 iliquothlon-Impeadquat Opaque 12W202 No yes No MIA Composite Edge Filsoingisma Door PantsbWth Vented SOWWA (Inwits0vorwits; M)O(X or XM oorftvrotono) 24 x Therma-Tru Fitter-Classic.and Smoothftr Nominal MMO &qucf4N*n-["Vact&quct Opaque 121311= No Yea No NtA Composes Edge Fiberglass Door Parriesis w1h Varied 9dolita(s) Qnsem0OuwAv;)Ok)0O(or)W% 25 y. Themnot-71ru Ftwor-Clossaloand Sw000thaor =1 $t!Q'V"39,,8 Aquoohlon-firpacifiquot Gleam Ca " Eog&FibatgiME)OOrPonet6vftVonted 1281r= No yes No MIA SkkAka(s) Om&Wng*uw&iQ: )CK XXXor)O0QK configurations) 20 x Thainnow-Tru Fidoor-Classictind Smooth-Rar Nominal S$AW:04qtp*Non-lmpw"ot Glazed 17J311= No Yes No WA CompmftEOge Ffloarg"Door Parwillsvollin Verdict 90WOK0 itruoulnglOutwoovingi., XK )0(X Or XXXX configurotions) 27 za. Thoorme-Tw Fiber4Us* and Smooth -Star Nominal 011039:88,quio0on-Impaiadquet Glazed 12131*= No yes No WA Composite Edge I'doemiass Single, Doorwith 3801W Sideflao(s) i1risovingrOutwoksir XO. OX or OW ow1gurasons) 28 zlo. ThermoTru Fiber-Clasals; and Smooth-Ster Nominal 6&#M;S 9quotKon-Imlosolilliquot; Glazed 1=111= No yes NO N/A C�mpo*e Rlifor File"laris Double Door w* 3&W9 8ideflion Onsoving/Outimina; OM *Wftvrwlon) 20 wo. Therrine-Tru Filow-Classic, and 8. woll �Slar Nominal $8,01199tO &quotNen4nvaodquot Glazed 1201f= No yes No WA Computers Edge Filoarglaw Ogle Dow vAh 3110M.0 gdolks(s) (Irionvong0usnooing; XO, OX or OXO 30 zd. Thernia-Tru Filiet-Chitsike and Smooth-Suar confill N.XU'_A;0&quotNcrlmpixzt&qup1; Glazed 12031= No yes No NIA Composite Gillis Fitterphoss Doubt* bow seft 3UW;O SWoMm (Immi,410uhimilng; O= ounirgurallo") 31 as. Thannot-Tru FlIter-Classic and Smocith.Slar Norninal 7&=M 4*ot;N*r,_Imp&clZqucz; Shelter 1231rAM No Yes No MIA Series Composite Get" Glazed Famalaw -%note Dow Wth or %ithout 19,03012 Weikel Qnsmoing(Oubming; X OX XO or M configurations) Florida Department of Business and Professional Regulation Building Codes and Standards 3/1512022 Product Approval Applicirtion Oetail FLN6259-R31 9291 MA 20 go am Status J(Rg VbrslOn Manuflicturar contact Engineer & validated Validdliti Submitted E20" A2ffgnd Approved Revision 2020 POLYGLASS USA Maurj�Alpsrt. License John W 1W2W020 10122r2= FOC 12115/20M Colegiory: Roofing S954233133MmalperbCpolyglass.com Robert Niternintion Knezoevich, PE AURMXW Subcategory: PE-591 as �954) 772-8224 11101=20 Undedayments, Compliance Method: Evaluation Report "m a Florkla Registered Architect or 2 Licensed Florida Professional FLA62SM21 Engineer Products guilmAmaiwas ADK=d fir UN Product NoM, Number or pro" litilisftlaft it, HVNZ Amawadiforusa, Ek_x_k� tracad -Rws-twt Nation iligi-my PalliglassRoofUndowilmerits Reeling underloriments; l(V21= No Y" NIA 0VAI-622,6 1 loollyglass Re& Undeflaymerse; (HVHZ) Pallitllius roof wW~erts lier we In FSC tX23= Yes No IVA WA WHZIuriesdidlons. 2 loollyglarts RW Uride"Wro; OW+WW PoWass roof underhilymed1s. 10r use n 112123r= No Yes NIA -NW-M.45 F&C non-HVIC juds"�. 1 Polyglass Roof Undoulayments; (HfVHZ) PoinlIass roof under[Wri ents for use In FOG 1323r2M Yes No IWA WA WRZ)AM"ons. 2 loolyglass ROO uride"ems (non-HVHZ) use in 12WUM No yes WA -NW-MZ FSC non-HVKZ jurisdictions. 1 Polydairs P40 UnderkWitents, (HVNZ) foollyglars; roof undediumiersts lor use hit 1`5011W231=1 Yes No NA WA IHVHZ juinadiderne. 2 Polligia" Roof Undedisments (nw-HVHZi loofirglasts to& undenayments, for use h 02w= No Y" NLA 41,11AP=4 FSC mdn41VHiZ jurischatitions. I PoWass Roof Uncloulaymsents (HVHZ) Poirigioss roof undmiloym tortilla for use in roe 1 2031=1 y1tis IND WA WA HVHZ jurisefichons, 2 leallyclass Rod Underlayments (non-HVI-M P*9I&%srW4rW~ef",1cr use in l2f2W= No yWs WA +IWAI-W4 FRC man-HYHZ junsdctimw. Fliorids Department or Business & Professional Regulation SU[dlrq Codes and Standards Product Approval Application Debit Florida Department of Business & Professional Regulation Pogo I ft Building Codes and Standards Ifff" Product Approval Application DwWl 21111 EMO of am me Dab Pandino 2" Mull! YASO ammmom =.1-does, xamoda idwood jigidurgiag roe Awning hmmAd am Revision 2020 Lmoned, Kw. jedw P.E. Simon M. Wich, PE ii=r" 1112302M IUM020 ting FBC Apron CMAJgwr. Roollp"Ire (501) 00,4163 PE-31242 (717)317-US4 &*CoMprr. Roofing A"-Wr�ft tend m i1r, I resents Part ofthe Ropling system Compliance N.Wd: 19.1initien R *me Models Registered Architect or a Lim tied Florida Professiond mwnw a" -MAW= Approwd for U" Amorowedfor Use ljqm 2WIWLk= krmed 219a now" pnossuzo, I DA-4 or IRW,§ Drk-Al, OA,4 Lm Mass. Pohipropylen, Plook, Rod %hont IVIOfA25 Me Y" Me 47.&07.5 Itischordesly Attached to Piss000d beck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deltall Pop i of I IrZM22 gob Entity " 2WR 21k ode PWWRDO 20 ma version ceirmat gmln�&U� Valtdodrod By Vsod$W SAMmftd I= AlosomoW hoomyed $Mug Revision 202D All Arraprican Shutters and Gives mksBad)iwi Ft" L. Benroardo. PE Troy ashore, RE 101210M lafisrim IIMNM 12f15=0 Approved camaw, shutdon; (561) 712-9111042 PE-0046649 (gK 9647oaso SubC~iy. Storm Petrels mikelocallarrievicanshutle Compliancorliethod: EvalustionlReporthornot Florida Registered Amended or a Licensed Florida Professional Engineer $me Product Model, NumbworNwv PfOdW OKWARtitM QuallitivAssminsime CW"d Monsoon Awrowed for Use Approved poor Use aestati am he HVHZ OLOWO WHIZ Proportion Priasom; 1 249* GaNionlided asset Sloorm Panels 249a Galvanized Steel Sbwm Parels 12131rim yes Yes yes, NfA pwiall I Florida Department of Buslnsl & Professional Regulation Forlorl 169=1 Building Codes ard! Standards 6`14021 Product Approval Application Deltall Solis ad* - ad, am pd. %not- 21b Ilds version siddirl"M raw lOdMOLLU21M YdbidmiLk xdwdd AhMM I= A-,d heagarld a" Revision 2020 himok Inc. fign Weldon lccEvidoom$ww".LLC tcc "UWOM servi". (XV11=21 0901042021 021012W21 Approved cologlaw. struchiml campons M2) 096-M I.I.C. TMI PIN. i2C!%)M-ON CWVIIIMSMOMod: Voiduation Report1hom a Product e�.tuamh FA* 112" Pflodlod Model. NLMW K W&M Product C*kfftt= QUOVAmorom CDWmdtA"16npao ACWGV*d tar ties Appitotood In RM outdd, for Use, aam ft"&" I Mnwa 14 as. high Strength ITUM connector Puts i zdlizozz Yom Yes MIA WA 2 WasHa 18 9L sow high virength truss sormacter plate 12131am yes Yes NA WA 3 Mil to is OL truss comodar phow i2iW2022 Y" Yes MIA WA 4 Wilms 18 fp. high stongth I"Wooder"sold, P11,110 I 20`1=22 Yes Yes MfA MIA MT2014S 20 OL blob sloosetigh nu Minister plate i2M&022 yes Yes MIA WA TLIS. MT16 III go. ou-noster pistoo 12K14=2 Y_ Y.. N/A NJA 7 TL20, WT20 20 OL ft" Cannoctor 0" 12031=22 Yes Y41 MIA MIA ga Borrow w am no goLam" am Mart Version mouramuir C41tod bud� a UCKM %Wlfttd by imm" &MM PBCADOMM Anomyod Iwo ROMOW 2020 wo"thownreor Rob Boddimn IOC &Wundor Sorvi". LLO to Lettor. RE. 029=21 10M=20 0210"21 Approved Cishigovin Sewwal Compedwroo (25s) VJ4."?$ (508)03"284 SubColloppir. Ftrewoored L.n*or ridood.soidwenveyme caresurnew widened: evroustier, Report Item o product OWAR&M sonly 'j Acounnedhorthoo product clifterintlan in WAIZ atmeb H" 819M pressure I M-11- LVL L-nnorted Vw- Umber QW114=1 No Yes MIA WA 2 Persdrun Pal. PemfttV�ndLunibw QW31012023 No Yes WA WA 3 'rimbor.Shoind LSL Lemnalsod0rowndLurrider OY31=3 No yes 140A NIA TJ Rim Boord sporcrund Composite tumpor a Oriented anned osairm No Yes MfA MIA board Run &*,it YAWhoodesorRimlloord Orlarhid Strond Scord Ron Score W31=3 ft Yes MAk N/A Florida Department of Business & Professional Regulation Building Codes and Stlarldards Product Approval Application Detail Pwi.11 iffif2jul 290 go will no* PKMSM a" Am mwft nommimm Goal" goonEL&IM" XNWKIM 9dwim jigizedist FOCAUMd hucww mom Revoien 2020 All Wintoss, 944 opera Brentatinger ArmulconArchitecluded Streen It Urich, PE iwarm 10MV2020 lonsw2o Approved cuow. "do" 01713115-33DO 917)3174M4 *jpo8MgsW. Hadiontal Sidw bAhgfehd� completes NOW* OKMIUDM Wid; or LWJDS QMIW Aosuffar" AnwentedfarlJoso Aswrowd floor Use okft intrusliz Outside WAU 5291wd MEN= HS1811FInondintirseFroons, 7UNInoulotd(Im ow&QM No Y. No .351455 Florida Dortartmerrit of Business a Professional Regulation Bulicing Codes and Standards Product Approval Application D*Wll F.Vidi I&MI 20A zwfta no MR DOLBlmdm am mm ykeeig, Vidatialux cenessit lImake,41.11-or Vldbd 01 vi� Mailgiall FlICAssimennal A -wed Ro"ho"n 2DZO III Woeons and Users arm SdmW Luis R Lomot. lor Slevom M. Won, PG 10AM= im&= iW90020 12M-VX20 ApProed CO."r. Wind- (717)385-3300 P&SM4 (717)3114464 &*Cot.p,r. foullons bOkiceremiwd.00m Conp§Moo MWM* Roklabo Roper 1`0111 a FloffilloRioglelo.dArd0lin1or.1.1, - Professional Britint. MRASdIKUK IAKMMKhLUK IPMA 2no 114A ftuoultaiiiii ffi,b,�lk- aaaML2twoom godluLmmkdkgLam WWAZ gumdLmm Areleard p_ 2 V.V.W Alumin.. Mull. 12011=4 No yes Yes N/A Florida Departmerit or Business & Professional Regulation Pw2ef2 Building Codes and Standards 100111=1 ProdL" Approval Application Debit im Sam or an 211111 DMPNCBM Must yKdm MROMNOM cow toduffAii2m *am" ms&M semmm LW.&MEmd Aa2wA" All" povision 2020 Alokft Nkilk Thempoon Lyndon F. schmidl� P.E Rooe J. Kira, P.r 02h,141021 02h&"21 02amo2i IMA3=21 APPIM-d eetopw Ford wifil. (330)922-2389 FE-43409 (513)7674SH subcalleaw. sdft nthampoontilld.,con Coa04-M40.d! evaluation RNW*-. Flood* a. Licensed Flo*& Proessoloodfl Enorlmhor Couilillow A- A,,,,,d for U, A,,,,d for Use kaM 2ift 8-0 pra" Mom Number w Nords Product 0,Wptlw In HV14Z 01*00 HVKZ Woofthort Prelims, I I. &qm2tsquist Scia Vent or Solid Iftid " i V3112M No Yet NO WA 2 to. &quctANno T'"Aud:80" Vent - Scild VW Saill 12?3141023 Me Yes No MIA 3 c. tilsot.'Groodorm Vintage StoolodUN: Vent or Sdid %ftA go* 12131=3 No yes No MIA 4 d &ead=Aquist SOM Vent a aide Vkryl Sam 120212= No Y., No WA 5 1. &qet�Ohwlow i3skAquall; 9,01111 Vent . Solid VVM &dM i2rA141023 No Yes Me WA 0 L &qd:sp. spiso4qual; dead V.0orSdidVids,18.1% lV31=3 No Y.. No MIA Florida Dapartment of Business & Professional Regulation paii Building Codas and Standards itb2m Product Approval Application Debit lim Entity ar aft an EN" ould[M an 11111 maim mmubwum 99= AmbuLLUMM luddem idam Adiagod F&CA-rVW ANUM Milan RiAlislon 2D2D L.V. Theme". Im date 'rhomposer, Tony Outstation 2achw R. Film Slom Is Urich. PE OBR?i= oanwom 09=2020 120156r2021) Approved M.NscarpmytTAMC" (813) 248.34de P5,741021 17M317-41,1164 COO": Redding, tonyagemoletodingoorn $UbCWWW. flooding Ationoones that ove ed Intognit Rod line Recent; Systern Competitive *i4hod Evskjoboor Report Irm a Pladdo, "WAred Archsood er a Licensed Fludda, p(oflualarial Grigbow dwallar Amum AcoraMforV" hoLiNLIgum am ROM Dal bm &92NLgugaw 2oduoLguxdkeim HWHZ 2WMOLM liallaija[ F,- i Vent With soft lor TH 26 9L shoh; r*WvodWa net lostre 000=420 yes Yin WA WA 2 TAMC00cowagoliVent 259L owmas No Y" Nhk -%526 TAMCO Off-Aldie Roof Vent with arok 26 go. ddc roevwMWN with Idit"ralied bdb ostmow ym ya N/A Nhk 4 TAMCO Round Top Off4tidge Vwd wrh raft for T06 26 go. state roofvedblw vd& based owmaw yes y" MA WA Florida Department of Business, & Professional Regulation Building Codes gond Standards Product Approval Application Debit Pop I d 2 1,7=1 Q& Eraw - am ads 2&boAm no in V-1- jigathatia; carried End,-& U- %Owmmhd 0. Velideed jileatiall PSCADMW Agoinnowd Revision 2020 Ilerel Rofto Anderson Rable 1APNIo unfiden amOuston GWYW.~w qijo=20 ilio=120 IIM=20 Approlod Colerlosirn adding (80$3804001 Services LLC� (205)VA-Diso gull,colls"or. R.".9'rileg anduall. Report ft.. in Produst E.W.Now r.*, Guam "Urwm Aawwadf&UW Approved for Use 11= Rom big pr.&.d 11-twon gookELOMINva2ca iliwz 2widALWA Boom Ft-, is Nw.� �thr ause, am an Entire, Poor Probes - D-vor, CO 1201am No yes NAk WA Thetch Amp; Impood IT ammy NO - a". She" 4": son $1141011, Flat Profile - Socklao. CA i2/31=0 No yes MIA WA i soueny Soo - adds, shoks, Amp: sod show Set Fred. - Wake, CA i2nir"() N, yes N/A WA 1: gpxy Me - SeAc $let* Amp., sold Sh-ke Flod Prolike - 611ockid., CA W31=0 N. Yes WA NIA 2D - lfth.. alodit Amp: Sod Si Z F F=!%Id, CA let 12$31112020 Me yes Nfik WA 2F no 113sideld's I= High TX 2M D020 Me Yes WA MIA 26 We Lw Press - Kily, TX 12/310020 w yes NW WA Florida Departirritent of Business & Professional Regulartim Folplei Building Codes and Standards ire" Product Appitimal Application Datell Qo OWN or Aft 90 campendm go bu V.A., juregallim sawm tmmmLLU� Xdg$MWk WAROM DAGUM FOC 01101-11111 ASOLit NA" Ro'"on 2020 AV- QI.4 L.M. ICC &.1dirion Sendoo. LLC WIN., M. Remart, Pli iWi/2020 100=0 IWO= lijosr" App"d calsoorr. structure! Components C321)7"377 (401i6ei-1917 loutiCallospny; Thoss, Rod. idwolocaltilhenw.- compliance Method, Evooluotion Report I= a Product evoluallon &ft QtWft Assessor," Anterwed 1w IN, Artaronsodfor Us, ft-d Rift NLN*er or Memo product poulumba cogractEnaluan DK* In HVNZ Oiddd*HM RoALdm PIUMM 1 I=lio"- 7W8CQAA1pIw Higher Ohng& IN Amp: 9) Me.1 C.-Iter Plow 120112024 Y. Yes NA N/A 2 ITW 800itsupow Hinge plow liedioloofflectoolosto, 1201J2024 yes Yes MIA MIA 3 ITWBOWAVIeTrulcor metal comedorp4mo 12f3VM4 Yes Yes NA NAA 4 ITW aCQlAtelm VL%w M" connector PIN. 120-1,7024 Yes, Yes WA WA Florida Dripartmard of Business & Prolvasionall Regulation Building Codes arml Slaraclardis Product Approval Application DOW Pegal.F2 W"21 2991L Entity at 20 an oibjwwm an mols V-,b. Briguedidus Cossied ffri,-&Li-, Vallihodw a, Valldided hilastial F&C Advanced Advordidood Iwo Aflonotion 20M Alpha Aluminum Inc, jo" a" Luts, It. Lomot Seven M. Width. PE 11fisr-wo IVIM20 11,120120211 Approved Caftem: Ponol V%dr On we'.201111 Pt-02514 471T"17�"54 SubCOon": Saffft .1phoshor"nurnince"ho C000kwo slashed: Evoluatilion Report tam a cow Ficidd. Rordolmd Ardhiteek W -.d Flolide prore'sion.1 E.21- assets Asonme Agartiond IN Uss, Aporeved for use listed coiddin zwesubod" gnuAginwwn= lawda 299&t= JNLIM to� _6w_qp: =Vt I it I d ft ril in u in ft M *be Aluminum sold &Adrd: Vented Aluminum (171300=3 Me Y" Me WA QMu "me; Wood "W cm &am; weed Florida Departrimort of Business & Professional Regulaborn Building Codes and standards Product Approval Application Dootall PW I er2 twmi rim sneerer aft an DKOPmmft am JIM ximign mmammuz Gat" ingauLLU� xildwom YIWAgg somam LICANnaL A2900 Nam Reive" 21120 Art Witdows and Docro arom Sam. Amardoin AMhud-I Steven M. Loren, PS 11 r== I If2v= 11105=20 Approved COQOW. Wndm (717) 311041300 Moutubcour-Assocholloo (7M317-8454 larlocidwrin Fixed bMUP.QOIQ."� C"lloorr. Mtw& Carildc"on use, or Losing Product Soft Mustor or Manor Product OfecdOe am In HWMI� oub" Nitta: mom jorwasurs 1 lespw 73 x 72 Inovitiled Gtows 04m= Me Y. Me 4W40 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit F.Videl 110=1 fob Sao& or Sale am RAULMRMM no za variation xNadvat Conrad modb#W a Lkwm Valldohd I&I INWIN Mitaillid MAMMM ABKWdd IN= Aftination 2D20 PsiTIndieries, 4- advisories 11,11indoMarde OCCO - CER Mbl,*-DftBOCO-VAL 11/31IM20 '11039420 11A 1no2o Approved Celossomr. Wndovs (941)48"100 (701111 315-25M &W.Awow- bluffor,% Campoemse, Md*W: Consent. N&A ar Lkffg did UMMAU93M Ams,"f,,U, Adon-all ft U, IM09 209M Product Model. NLffhww sees Product Description Conrad bmmlolv2u In HYME outside N" LjAWM pressure IoluffirmiftrAllDomandifrindows, Alundourn Wisdom, W28=6 Y48 yes Yes NZA Florida Dopartmert of Business & Proflossionall Regulation Building Codes arid Standards Product Approval Application Debit P.P1 d2 immi go Egw- DAB 20 2dLb2Am MIA M1211. version NMUN"" Conrad mamkwff a Upom NMWltdJk maim ituagglat PSCAMIMA Apondowd sm Rovioldn 2D20 GAP Mholital afth Robot Moral- John W. Kne-fth. PE Da"020 0921012920 100=02D 12A&M29 Approved 'cala"nor Reuling Pli-511,1015 (054) 7724224 sutscolossair. Allows: lautralon campikesida lAdhod; evelusidlan Report froon a Floods RogMWodArObat or a Licensed Floolds Pisa$*" arogroter Quift Assurance A=aVbdkrU" MDMVW for Use it= 2aft Pirduct Model. Hurdlear, Alms product ansortisfison in K%IZ outshk NVHZ araiddig Possigurs, 1 GAP Asphsift Roatchlogin Fb"� ridinfiloWd 3411h. lorionlioll. 54ab Ind IZIB=2 No yes MIA MIA Florida Department of Business & Professional Regulation Fogel or I Sulidnig Codes and Standards istizial Product Approval Appllc~ Datall "a ahIft or a" a" Daft Pondria aft Version a" Conrad Mgdn*K&04-W wmaw toy vag4mad sub"*w PIRC Anow-d ftwov" am - Ponies. 2020 r[wW*AI*M Processes Inc. Clark Jones Jmss I. BacHr. P.E4 Sloven M. union. PE 01141712DW (111MISM20 '10AM021) IWO= Approved composite adding (904) 783-WO CRUCK asquicemll 1717)3174464 111-111CA1102-fln flooding Ao-own Instant w dorkilgilarmse.enm F-94H242 Wdisid Fort Orin. R.On". compliance, Mv&gt�, aniluefia, Report *o- 0 Floods Roglftmd Architect a a Licensed Floods Prormislonsil chigi- 0.1ftmattl� Antiffinsodforlhe Anorgiond 1, tow MM 2290 "A f?t�� am ft- notoorift gadudAWk#JKLMA 1. wwr ouleldhs wwz am" am= 3 0 RicalivenNiquat: Rum Ridge Vents Itir pedived rook, 1* ca d IV31=4 No yes Me N/A ftm DAW Aluminum Florida Department of Business & Professional Regulation Pogo I or I Building Codes and Standards iMM22 Product Apprittvall Application D"I Code ftftor Oft 20 OWN P"An Daft mm Version EKKU"= Cafl= Inaimearil,lJoense, Validated By VaMoWd Itigailitial PW Ajejoraval Approved AWN Revision 2020 Global protection Products, I.L.C. Tim Robinson Waftr A. Talk Jr., PE. John W. Knumich� PE WOW= OPMr2= loml 12M&M20 Approved Cat"wy Shutters (954) W7545 PE-44187 (W) 772,8224 subcstaqw. Slotin Panel. tim.rolemostorsolippowittoom, Compliance MOO": Evaluation Report from a Florisla Reghwerod Architect or a Licensed Florida, Professional Engineer AU,Milla A a-# Product Model, MIUMber or Name Prodam Conezurt g�warmem oft Resistant PMMro 1 20 Gage Gativionized Stool Stomn ParwWIVHZ Comrostiod Galtrendrod Steel Storm Panels rodamed 1201= Yes Yes Yes MIA, or net by toadies to provide huniosmi PwItnotion. 2 24 Gags Galvanized Steel 81orm PoLn*NHVHZ Corrugated Galvanized Sisel Stoomm Permits retained 121311= No yes yes WA or not by ftda to provide hurricane protection. Florida Department or Business & Professional Regulation P.Piori Building Codes rund Standards 117=1 Product Approval Application Debit ghm or a" iau Dab ponam Do 2111111 vim= namanum am= tomoBLAIMM YA§ilbwA xdwmd GOMM fACAMMII A" Re~ 2020 Corrommill Carionste Productusinc. goes" Gat. GomwelA.Greentoorp John Hay 121141=21) IZMWM20 1202621120 11.9 F13C Appn CF"DW awwwo conscience (Ai3)ss9-3"r PL134245 (38Z 541111-13111 sul"orsorr. produces Introduced as it Room of preeactesdattly"oncom N-TeCtindket, Compliance 1114drod: Ev"lon Report from a Fledds, R.9trionsdArchitiod Licensed! Ft."* Prikessional Engineer gooLa� & .. Idftuu AROMMOLOLUM kou alum mw ProdmModlLNLmtwwNmm pfeam oftemotim - L in H%IZ QU&i&HWM atiesel prowuni i Worry Freezer or Commercial Concrete Poodulso Precut and prestressed Conerm Untsit; W25=4 No Yes MIA N/A May 27, 2022 LD_ 2 0. C CU -0 0 C 2 25- a 0 5:: CC C 0 0 U_ - CU > An Cn (n E CU C U Z Z w mi C%d Z�� _�g C%d w i-3 Zo. Lai C3 LLA CL. =t- C2 Cn M Cj c"' " am :osc LL- CL. C= w I= cc 2 CL W - CD Lj cc CL) Cu J= w 2 Cc C, tj C2 E C.0 ICU > 2 L- > CL 0 CL < illoossoll 0 2 L_ C0 ICU =3 < CL Foosse 0 L ICU Uj W Z Z SHEET NO. PA 1.1 N s -CuCn 2-_0 Q O Simpson Strong -Tie 2OZ0 FBC Approved Products Updated izrsarzozo Simpson Strong -Tie 2020 FBC Approved Products uPduoa,2fi012020 Simpson Strong -Tie 2024 FBC Approved Products Updated ,2r9d1zo2o Simpson Strong -Tie Z4� FBC Approved Products ti i2C N }j C C6 '� 0 O O 3 0 LL "C3 0 .� 0 Qi t!_ O i ICU .� VI N c 0 N a� o > W 0 r= O W c C_ co V • C go (� N -o m 7•C c �+- a N r0 O tr N .O CV r V! y O lV Y 3 Cl, ma's � Q aai 3 tv ro to a>' a i C O N GO t= O a w `o �F� Z V _ O L O L U O L V, U m ^s< {..� L O W �^^11 Z W Z Z Q J SHEET NO. PA 102 �pdtled,zrtormm For died Inks to all 88T appraals [sled below, CLICK HERE fa direct Mks toall 8$T approves Isipd below, CLICK HERE For rlredt mks to all SBT eppravtls Rated below, r_ L!CK ueo a fa drect mks t0 tl188T approvtle leMd hNmv, CLICK HERE For eddtiontl IMamadarl rogeralrg F1mr1e's Statewide Product APP� rtyrahem and Malra•Oade County Notice of Acceptance (NOAI. CL ICK HER^_ For additional infarmatfan regarding Flaids's 8tsrew108 Product Approval8ystem and NPami•Dada Canty Notice of Aodpdrlce (Nf3A). CLICK HERE. For additional IMmrwtlal regarding Halda's8tsfe'•;rUe PrdduCl Approval System and Mami•Oade County Notice of Acceptance. (NOA). COCK HERO. Fa additional Imormatlal regarding Flandab Stglewlde Product Approval System and Marti•Oade County Nat!oe of Acceptance (NON. CLICK HERE. FL112355-R7 Fi#104�R6 FL#10456-R5 11 HUB, HUSC series hanger# Face -mount hangers available in widths rangtng from 1-518' l0 3• 9116"and heights mngmg from 4:il98" tb 11 ". Concealed flange �g Produd ModM. Number or Nama � gee !t dud Modal. Number or Name ,� AMA Product Modal. Number or Nama dud Dascriatlon Product version (HUSG) available for ntodsk having width equal by w 1 Tiler Stainless Sleet Concrete 8 Masonry Screw (iTNSS) 114" diameter TRen stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 8f, 8T6, BTH Stick Ties greater than 3-B116" 2 APA21, APA4, RPAe, APYA21, APVA4, APVAB Outdoor Accents Angles 2 Cfv19T12, CMST14, CMSTCIB Coiled Sfrape 12 IUS series hangars Face -mount hangers available in widths ranging from 1.718' %0 3• 3 APB44, IRPB44R, APVB88, AP88t#R, AP088, APB88R, APB1010, APB101OR. APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, GS20, CS22 Coiled Straps 5J$" and heights ranging f ♦.a O Cl) Cu N U MIA xaAW.ccyurmr rrtaeanc�rcofttoL s> CrM FGT Ia# series, Int . PGT 1n�dns&kL Ina FGT 1 s, Isee, i Q O 1IS05SW2d�Sa�Scom= ACES Ntl�'10EOFACCEPTANCE:EVIDENCESt� LD N01'10EflFACCEPTA�ICE:E4'II}F.1�TCESi�B1�TTEli � O' p C CU - D�.�kR'1�rT4Y 3d86[TLaLTDrI[Y�U�tD EC �L) 8d � Fiat* 33175 2474 AG T(W ADlt�IrT R� AND Ee ONOUIC rv�at T (71Q 31i5-2�i5ta f t�h 3ls-2599 NOTICE OF ACCEPTANCE: E %?ME %T SLBMIITID D. . U NOTICE. OF ACCEPTANCE . OA ;erw.. ��.ae,e. � �' 1, Eccr snhmittaed. a.ndt�nr.pre1ls N€lA A. DRAWINGS B. TESTS (mrdnat�tl) .. . teams Dade �' and Fc PCs � �)- � � O - un N U � 'a -0 PGThdW&ie�bw. 1070 Tech Ihira, L Mamtfacti nos die drawings amd sections. 5. Test report an 1) Air Dian Test per FBC, TAS O _0 � 2- o O a) I+IaY & Va**, EL 342?5 (S'ubw&ed wider-NOA Ar& 11-011J7.) FS^G TAS 202 94 2) U' Static Air � Test, per , E. MATERIAL CERTIFICATIOi'dS o LL_ Scares: 2. Braving No. MD5579.0, Wkd`VnqJ Sliding -flans D►oar NGA aW, sheets 1 3) Water-Resistame Testy per FBC, TAS 202-94. L Noticeexf Acc+e a No 15452LIA isued to V-sion Ern Limited f"tleir CU C) � — CU Thisl+Tt?A lab lag i ted,cmdei ffie ap ici,lert saadre ons gvva g�euae c►f �ma a]s TLe through 21 of 21, prepared by m ml nmc ter, dated 10M5115; with revision A dated 4) Lazne hfissi a lit Test puFBC, TAS 201-9�4 $ PVC Exterior Exausions far ems and Doors". dated 08113J15, > v) 'a O ' � doctus =t*=sW=*ed hasbemwvwwed and amep� bylul�ia=-Dade Catty M Wodwt Co�v1 Ito OWt18�/17; dpmd ad sealed by A_ Lye Mill ', P_E. 5) Cyclic Wmd P Loadiugger FBC, TAS 203-94 a o$ 09130/19. � p � i- be useedis AfiamiDade Coaaty and oti racers vahae allmnedbythe Ax tnci3yl rai J on (A G) FtmcdT EmftyTea, per FBC, TAS 242-94 2. Notice.of Accep uce I+Ed-16 020.08 issued to Vistoa Extrs�on Limited fortheir ' 1TE O ca _E � `*- Q U =i m NOA shall notbe vAd afterthe �r vn datest�aied bekm-1 >se hfiami-&de Cowry Prodwt Cnntd Sectu 13. TESTS aloes withmazioed-W stair and �;tln diagram of v "I did" dotat p .. r 100 Tan 242 and ft ta9r �imin 04on-Vilit .►)1�,>�,ld P�� C Exkgimr Extrusions far I— U) Q (k %am Dade C Cg).a 'or&e ART (m arm allmd:lda=DadeCawty5merme the right to have this L Teo report an 1 Uniform Static Air P Tom, FRC= TAS 202-94 } . P Fca�tiat n Te g Lott, inc,;, Test-Reprn# No FTL 8�540, dated I I%q5, signed � Widows and Doors'; dated 1?.mn6, on.12rani_ pmductor waffmal tedad for gQ1W aw==ep _ If *z produd"widw allWs t+o m the accepted olx, difir, 2 Test FBC: TAS 201 ) � sealed by Tdalmis Os't+ega, P. E` (Test report ievised ore L2�►4/1 S ad 211 Ill 0 b) 3_ - _ - - - Notice ofAccept No.1:-0528.15 issued to Vmaa F�etre�ion Limited fitrthmar the ct ec inc sri3�ceapersse �sf s ao dthe A87may elyzesr mo or 3) Cyclic Wind h esswe L�d"p r FBC, TAS 203-94 6. Test report on l) Air Infiltralkn Tom, per FBC, TAS 202-94 Coated (Painted or Lanihmed) White Rid PVC Exterior Extrusions for napend the. use of such pwdve or naiad within their jurisdiction. RER ieswres the r4ht to owke this aecrgtaace, if rt d�enoo�edbyl ai-1>at#e CanmyPeodoct €oatroi Seetioa>hat ttiis peodnct or na sal fails to -" dmwinp and diaigram of v�'l didmg g c#ow. p rp2� -No_ 2) U Static Air- Pmsme 'Test, per FBC, TAS 202-94 3Vmdows and Doors, da%d tJ8113115. expiring for 09130119_ - meetthe ofthe # bt dSngcede by Fa=W6c n Testing Lab, Inc, Test Repot FTL 9717. dated 12/07/15, *3cd and . 3) WaterRe ace Test, per FBC, TAS 202-4_ 4. Notice otA� No_ 16-0712.02 issued toMgMGI Fe�tmnSok1fims USA, This as surih s been ed to ( y� with Fkiri�i Colt -^^TTJ• _ waled by ld Oateg P_ E. (Test t ort�t1�+2J�1yl5116 tad 4212.`4f10) 4) Large 11 Impact Teat pm FBC, TAS 201-94 Inc. for their JAN3D40 and Lighter Shades (Not -Where) R�Ci PVC. Exterior . , .- ... - mcb,;�gthe Velocity H>ststirane?.ant �(}/d�. 2, Test an 1) Ai I� Test, FBC J.11.7- + 02- 5) Cyclic iltmarl Pressure Loadigg�p�e+rFBC,TAS 203-94 Erb one for�iaadews.a� Doers" dated 9�115f16; egg an021fl4ilL D�i3N: Series �a57W2770- V in3i Sig Glass Do4w (Rt wA"91is fir IMP rervors- - I. 2) Usufmxn S#atyc A Fiessirte 'I'tKst, per FBC, TAS 2t12-94 along tmatf�d- P d tins it ailartaxa dim of �= P 5. 'Notice of A� lea. I6 4?I2.84 issued to ENERCI 5 USA, AFPR01 AL DflCUME.'�'1: Drasu�ingNo:A�-�35�8:9. Revl� vied "�7`ffigt S amass l3aorlvC?A(LId} - , sLeea per FBC ) Water Res ee Test, , TAS 202-94_ 4) Law M> a Impact Test per' FBC, TAS 201-94 Inc, y 2/{? S€ signed and �Y F Testing Lab, Inc Teat. FTL WSX dated I s eded by Itlalmis Otter, R E.- repent revised on 02/15t2016) Inc. far their "Bmnze and Lighter Shades of Gap Coated Rigid P V C E�risor Exh%dons for Vindows and Deers dated 09911511C � an D4116owz 1 t6rtou 21 of21, preparedtsyma a ,dined 101d5i15 east tin 02/01121, signed a� sealed by A. Lym Miller, beaensg tite h Dade Comutg Coamdkey stamp with the Noiice of P_E_, Cyclic Wind Prue Loa�mgper FBC, TAS 203-04 7. Test nepott on 1) Uniform Static Air 'I _ per FBC, TAS 202-94 -6. Notice of Accptaooe No: lli-07I2.113 to EmmGY Pe tion � USA, "While Acceptance tnm&sacd date by the A�Dade Nodes Coed Sew 6) Faked Entry Wit, poi FBC, TAS 202=94 2) Large Missile Impact Test pu FBC, TAS'201-% Inc. far #hole Reid lV C � Extrusions for %%dews and Doors"* daed I=EIMFACTRATING! IAIVand Smallh&drl�ctRt tsltt along atillt -w dmwi arts ink dsaria ofvigi siiditrg glass door, pmpared 3) Cyclic i%lmd Psesswe Loading per FBC, TAS 203-94 _ 0840117, on $118. bz,TestReport-No .FTL dated b7F Testing Lab,� _ door; withmirimd- and d' of ' � � 7. Test- repents Na(S).14-002-7"A), I0=4644527, 535?53-09, per A�"I].41ZW-84, I.i�atiasers: I. See table 1(sheet 7j and table 2 (sbw;) forappl�bie SGDunit sizes; desifp P wunisrTes, sealed by Idalmis Ortega, P E_. (rest tepat�tisied qn O l l{14n6 and 02 tI V2 316) . Flan Test Labs. Inc -,Test Nn: FTL6638 ( )' A-1 thru A-22dated KeFmt - - AS1 1929 and ASMMM -635, wed EXOVA to Vision Extrusion for cell dom - -$} faynat beers teq�m in 11 tluu 16_ SW-S types, said titer (see tables B-i ,& B-2, sheeb7 . aW.awbor 3.. T si trepo[t on ` i} 1Sr Ian Teri, P cr FBC, TAS 2ti2 94 _ 2) Us>3fotm Static Air Press ue Test, per FBC, TAS 202-94 11/19/10, Cmo, P. E_ SvbnkW vnder ND 4 AT& 11_ teat sealed '�`- � i1 tJ7. ate arterial m N0:4Net 11-0107 2. d White. PVC Tan dam-wbk) 7t gd:1' VCa"Bmvp coaled. (Ae�ed or bmmaud) wbAe Rgp4 PVC to be 3abeled per edlgOA's req a 3) Water Roe Teat, per FBC, TAS 202 94 } 8 Test report on 1) Air Is station Test; per FBC, TAS 202-94 (UbAdved wider } &_ Notice afAcceptance No.14-091d.11 issued to Ksrraray America, Inc. for their, 3. pgRess operable dvcas n nit eornpty wit min clear winch or hei tperpBC a as agp&-abk 4) Large Missile Impact Test pat FBC, TAS i31-94 2) Unif m Static Air Px m,e Test, per FBC, TAS 202-9! "Sentr)VIas4l) (Clear and White) Interlayer", cWiring on 07/04/1 S. 4. Pvdcet walls under separateappmwal, tb bemvienedby afiteiat 5) Cyclic Wind Prx~ssiate Loading per FBC_ TAS 203-94 3) 'Water Riesistance Test, per FBC, TAS 202-94_ J. Nome ofAcceptance No.16-1117.01 issued to Ktaray Aga, Inc- for their L.ABEI, m: Each snit shall bet: a pem>maEeot uw with the 'sesame vrlop, city, state and series and 6) Famed FAUy Test, perFBC, TAS 202-94 4) Large Nfissile InV act Test per FBC, TAS 201-94 'Tresifelt Ukradear, Clear and Color l"'4'B Int4erlame, expaiug +oat OPM9. follnwie►g ststtea�xrt '-17drdt C Pro t l rd Agpiu edR,aoted i iswithmadm&V dowings w"hMm4tagram 'f vur,4 Wn gbss doot; p%wed Af find Pkwur e Loadingper FBC, TAS 203-94 REt�lt'AL of IhiaNC3i4 shall be caedafera teal aWk�an 3� ixeaf��#.a�t� has.beeaas �' F� Testing Lab, Its , Test � No- FTL $547 dated I MWI5, signed and 4) Forced Eby 1'e*st, per FBC. TAS 202�4 F. -53'?i;TE1V'�'S in the �brb gcode : ` the ofthis �� _ Fes. sealed by Idalmis Ortega, P_ E..(Test.report #red on 02115116) ... withmarlaed draw" and host d" of vinyl � � � � 1. State�r� liter ofcagom>an ce wthFBC- ftEdkiou 14j and FBC-(OkE&dm Q TElti�dINATit N oftliisNOAwA vcgw of er *e botdioeo r if a hasbeta a m siao yr in The 4. Test an 1) Airl TW, per FBG= TAS 202-94 _ by F Testes Lab, Inc- Test post No-'FTL 6337 (=Rio A-1 tku A-51 dated (20171 issuedby y manufacturm dated a8114117, d lh sealed by Lynn MAki; P.E. tauab ls, use, saftr m toft1w pmdud arpmem- Apse efd6s Idt1,A� as.a n e ndo t a�' �r�itaciuri, 2 Uniform Static Air Pun€ Test, C, TAS 202-94 ) � � 12,dD 40, 2ad waled by Jorge. A- Cam, P, R (ubmi*4 wider NOA No.11- 2. Statemem letter of o financial isdesmk dated t1VIV17, issued by rraarrufacttt�; signed for sales, advammWor.any oderpuqmes s a a eallg a this NOA. Faihre to cc=V1y with any 3) Water Res nc to Test, per FBC, TAS 202-94 f1f z d0) & sealedby Lynn MillCt', P_E.. se cRianof NOA be cause farce tiaaa�andrenXAW ifNCA 4) Lvp Mmle Imp et Teat petFBC, TAS 201-9$ 3. Lena,of lab comAp>iamce, part of the: above test r#s. AD'%'El€ U'T: TheNOAnumbecparAod d.byd,ewo Um -Dade Cmviy, Flontl4 and. fbUawedbythe 5j Cyck-V.%d P .oadingper FBC, TAS 203-1t4 C _ CALCULATIONS 4. RER.Test Proposal No.17-0397, dated-05A0A7, signed by Isha� fda, Py- *Vxat ondasemaybediVUyedsn uhgmtmgiiterskm Ifauypxhonof&eN0Asad3spkyai, then it shall be 6) Fob Entry Test, petFBC, TAS 202-94 1_ AnchtaofV caicuiatiatts anid.stru al , with F$C-24i4, dome is its INSPECTION:A vf'" ea*eNOAsb nbe vi"tca theasw : twits &stdxft $ and : a tvrth ma�ed�lp drawings and t� d]ap m of vinyl siding Ow bpFene mtm Testing Lab, Iru_, Test Report Igo_ FTL &5U_ dated 121 K'15, sad tad p by PGT, dated 12109i1 Sand Iasi' revised on 02115i1G, aigjaed and sGried by , , ; Aayi.. �ilkc, P.E. (Sat+llhrd u�rtr+�tc NOA t'4� IS-.t1�2�J! li1j. +G. OTHEIC l_ Notice o(AccgA;mce No.15-1210,01, issued to PGT Industti m forth it Series o a staa3life ava> at the job site at the cepofdwBnMivgQffscial. waW #y Idalmis Ortega, P.E. Crest report m flL+ win 'and om /i )_ 2. Glaring � with ASTM E-1300-(9_ ,, 7012770" V*l Udin Glan Decor (Reinforced) -L3 , g on 041i+4i21_ . c�r W 11us NOA rrvises & reaews'NOA#2&61M5 and consists of duspage 1 tad evideneepars E-1. E-2, E-3, E 4, � � � � � . � �� nor•. � 5 tw � � � �i r,J�. i N � o E-5 & E-6 as well as appmat documents eed abouse. ibt! dock wasv+ed Isba L Cim#a, Ps. L C'iaada, P.E. Product Product Control Unit air 7eq L C7�aseeta, F,E. Pr Aut Ca�atrel r'W2 n L"q.L Cinywh, PE. Proaart eo.#r41 Unit saw�i�.r -_ v N ccLA_ oe.. o iV'+DA No, 21-949SA3 140A X6. 21.0 .83 NOA No. 11-i 264.63 N031 .21828sa3 = N Q o CA EzpiratiaaDater. Apri11# 28:6 llppras-ai Dateebiar& M 3821 EzpiradeaDalat 14,2426 NW wralDow 11arci 25, 2021 Espir:tksDate: 1pri114,.2636 ?lgpsoval Datei 1e�r"& 25, 2ti21 Appcos� Dow Uartl� 29, 3$ 1 d o. 5 � 0 a 1►age 1 E I € -2 E -3 3 L d > c � c E o o.. v 0 FGT leoslnsis ies. Inc. CGIiVInd ows' and Doors, Inc. PGT Melts, Inc. NOnCE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EMMENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBI�iTTEii 2. Evidence Submitted reader pr evUes sebn&W E. MATERIAL CEitTIITCATIONS (tostimie) S. NeRvEviieav Submitted. 5. Part S r ►R�rc ' S it c riug wifih. S'11�aI C518 'mil Conductivity A. DRAWINGS 0:881 BTC7-i� ltr �, ASTIuE F 1249 fiNVTR Passe ASTM D3995 �-Pass, AS7M E A. DRAWINGS1. DAwmgNo. MD-,."W 0 i B, tided'Vmyl � Gbss DratNOA (LA�1}", sheets 2190I.G_DurA No Fog --Pam: (Skbm underpm*ws NOA Nor 15-0"09.O5) I. Dowing its. hD-:t570.0 Rev B. iaied -Vinyl Sliding Gba DoorN4A (LM)", sus I 1 21 of 21, pared by mamiftctarer, dated I M/15 and last revised os LM 2i of 2I, paepctsed by , dated lOrK15115 and last revised oa 02 1 t21= 04+".12�0, signed and wak d by A_ Lynn Mffiff Pam. 6. Pat� � with, ASTM C518 T�rmal Conductivity ity 2.22 BTU-ml anci .sefed by A_ Lys Mane P:E_ signed'Note` ltr: ft� 'F, ASTtw+I F 1249 WITTR Pass, AS'T11+7f D 1434 Argtm PPass, AST1�+I E 3lus rtvi� eca�ts repot of same existing� screw v�h.ffat hem_ S. TESTS 2189 LG_ DurAW y�-No Fog. ASTM E 546 Dew Ptaint Devebpmmt -20°F im. 48 lm 1. Test reports on: 1) Aitl ian.' est, per FBC, TAS 202-94 (SubmNed under ATOANo. .154409.05). 2) UnUbmx Static Air Pass= Test; Loadingpes FBC, TAS 202-94 7. Vision. Exousions, JAd_ Parts cowpb=# wft PVC: AAMA, 303-13, Voluatay S B. TESTS 3) Water Resistwce Test, per FBC, TAS 202-94 for Rigid Polyvinyl Color dt• (PVC) Extesior Prot for Vision Fps, L#d: VE3L-1 by 1. l�iaat 4) Large Nssilc Impact Test per FBC, TAS 201-94 AAMA Feneshation Extedorliroffle Ctttiffcation.Pmgr m. (ftboMW underNOA Na 15- C. CALCULATIONS 5) Cyclic WindPie La;W ngpa FBC, TAS 203-N 9400 n 1_ Nmr along % t1. mafti-W drawing and in"kam dia�ratdn ofali PGT Ind, Inc. 8_ Vision Extrusions, Ltd. Parts complying with fVC -AAMA 303-13- . -�-+ veprewntative units listed below and meted to quWn"yDowsii 791 and Dw4 983 sue. t3abstMed under N0_4 No I (i4 ! llS} = 43 prqmed by FeneWmation Testing Labor ay. Ir-, Test Reports No-: 9_ PVC-AAMA 303-13, Volwary Spedfication for Rigid Polyv l Chiodde (PVC) FF.atecior D. QUALITY A SSUR.9►NCE (1) FTL-7897, PGT PW5520 PVC Fixed Window it 6 in. pqxwo, dated 09/03114 Profiles for Visit Fuca Ltd_ VEX-1 by AAMA Feantnition Fxterior Pmfte 1. MiamiZade Dot of Reguiot and Etc Rem (RER). FTL-24-2107.L PGT S+GD790 Alutomm Sli ling Glass Deoo r (emit 7 is "=4 FI L 20- 2107.2, PGT CA740 Alan Outsvb* Cammesit tiVindow (unit 8 in proposal) FIL-20- 10- Notice of Acceptance No_ 1.8-1217.I4 issued to Enetgi Ftnestration Sow, USA, br- fer `Tan E. MATERIAL. CERTIFICATIONS. 2107.3, PGT PW7620A Ahmium Fitted Window (unit 9 in psnposaij and YrL-20-2107.4, their 3040 & light *a& (son at ) 'White Rigid PVC Exterior Extrasions for 1- Notice of. ante No. i -M&02 issued toKtatarayAwrica, Inc. fortheu > dated 07113/20, all � ' PGT PW7620A Ahmmmnn Fixed. Window (unit i0 in argots Windows and Doors , on. 02/Ml _ " Trosif+sa fir, Clear, and Color PVC Ina', eag�idtyng an 074. CU O and sealed by., ldalmis Ortega, P.E. 11_ Notice of Aoaepbmuae No. 1"1.22.02 issued to Eli Fenestration, Solltm USA, Inc,for 2- Notes ofA=qx2= No.17-08K02 issued toKwaeay America, Inc. faitheir _ their serer � Rigid PVC Exterior Extrusions for Windows and Doors", inn cut ®tp "Sent GL� (Clear suit UIrite) Glass Int�erlayers7, m 071i14I13- > Q O CALCULATIONS 1. Anchor vezifimfisan calculations and: structmal: analysis, c+ompiying with F'BC 70 02f2►8I23. 3. Notice of AcoeP No. 19-1106.10 issued to'V Faa�ad� I.Amded finer their ° Brai 0 Q Q I2_ Notice of Acce;Mmw No. 20-0203.03 rued to Enegi Fmezvation. Seahitiom, USA, Itmc. for Coated (per or Laminated) W Rigid PN C Esteriar Egtsys for 1Nasdowx E (2024 dated 0VM- O .Pip by . 210d se*d by their -Bronze A fight shade cap cea*d White jo PVC Exterior Extrusions . for and Doors", esgmmg aft 09130124. L� ♦"' U Antl tyLyrm Addle!~ PY_ Windows and Doors", on OV105. 4- Notice orAc ce No_ 19-1106.11 issued to Vision Extrnsidoes Ltmiitd fffi their reties � 2- Gbzing comply with ASTM E13O0-94, -00, -12 and -16 "NE 1000 Tao 202 and tester shades, (Now -While) Rigid CQIIaiar PVC F.Stlkrlur D. ,i.IT 3� ASSU8.4u�10E F. STATEMENTS Eaarns m for NVUdem and Doors ; egg an 12.C921. � hfiami:-Dade Dot ofRegulatory Economic Ro es DER) 1. Statetrtmt letter of � to �am C 7s Eon (2020), dated M24M issued by L m, signed and sealed by Anthony Lym A P.E. F. STATEMENTS E. MATERLAI. CERTIFICATIONS 2. Statement letter of rsa financial intermit and -of independent, issued by mawfacturers dated i. Statemrea# letter of coaftnizace to,FBC 70 Edt" (20), dated 02101.t2i, issued by � cxtarmce 1_ Notice of A No: LO-fl303.02 issued toKnrarayA�a Inc. forthtiEr 041100, and wiled L Ate, P.E. signed` yffi un and sealed by Arrihasry Lynn A4slkr, P E. "Trwffol® LIU3clear, Clear, and Color PSB Glass luterkyerf% expiring on 3. Private Labeling Affeement doammt between PGT, dated 03I34i15 and s*aed by all 2- Rivate LabefAg Aft dated 03MI between PGT In& ahhim lw. and CGI 07MQ4_ iniaolvedpa7tles Wmnlaws and Dom Inc_, signed by Drm hi Rualr, P.E., V.P. Engineering, on behalf of � m 2. Notice of Aceeptarnoce No.17-08 &02 issued to Kurarar America, forthrir "Si Wilted) +Fuss YnMiay@W''ein 07,�D4123. both cow*anhs. Q eth (Clear and ageing on G. OTEFM 3- Notiw of Acceptance No. 18-110610 issued to Vision moans Ltsmced for these 1 T1ris biQA redrs 1Y[l►A# 27=942t#:060`VTrrr1CGI) and updates tt►TBC2828 ('7a''Edittien), G. OTHERS "Brown Coated (Painted or Laminated). White Rigid PVC Exterior Eons - - ,e�►umg 04f1 i121 _ L- 3iss l~1'OA rates & renews NOA# 20-0424.05 (PLA.w19GGI); expiang 09114126. for Windows and Doors", expirimg an 09130124. 2_ RER Test proposals #14-1155 dated 0111 rt20 approved by Islracl I_ Chanda, PZ.cxpidmg 2. The current wed MA CGI file #21-0205,01, apidog 04114126. O L- CU 4. Notice of AcceptanceNo. I8-1106.11 issued to Vrsiom fixtrusim Limiter# for #heir 04114121 sedcs,"XM 1000 Tan202.aid lighter shades on-� A&* Ce ldar PVC Exterior Extrusions forte DoorC, ifing n I. _ � 1. w CU and vq tut J 1*04 L Ciaads, P.E. U6&gLCk■ada,FF. Pradwt Can" un* So}esnww LlaglC;waaa,F.E. Prodaet eroabot UX* Sgwvbw Z ProdwtCotlewl [Taft sap4ru W NO& Nor. 21824&03 xm No. n_#"M Z WQA No. 114MA3 . Ezpiratiaa Dot*. AVM 14,1026 Espiratioa Data. April14,2026 J Z*ratiosDate: Apri114,2026 roral11aw UWN& is, 1 Aweval Daee:litarA t5,'.r 1 rowel Date. Marti: 25, 2021 . SHEET NO. May 27, 2022 PA 13 3 1in FRI4 11111111iffillp11, RV I1RIP" IFF11 'iyrI i�lAilT iyit A p I }n ► R4101vw4 11 _ - -- �1g1lI1I�1�' I1RR�IIRI�I I �I IOR' 11 +T�III 'III 1'r,6111PWrIHIT19�'1 v 1111"�I4 i n� il■ n� -_ �' 11 MIAMI•QADE MUM to U > O� 0 O ffem CD Q f;i3 CL .� U � fD (U 0 O O LL CU 0 CU p > -� .� E O Zn CL CU C �U F—�.—U)Q o Q � N N a� a Cn O V N m x �+- a c go .. N t N Q .O O ep N 3 O a c C, Q 3 c •� u m d c o � •� T EL N C E d C.1 O 0 1` O Q L U 0 1` �J U CU m O L w Z Z J Z Q J d SHEET NO. PA 1.4 -DADS couNTv PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (78� 315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidade.aov/economy Cast 1. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA. LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road S79 A. DRAWINGS A. DRAWINGS A. DRAWINGS Setiher, Florida 33584 I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing Na. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD461 Z, titled "Precast and Prestressed Lintel Details" sheet 1 of prepared by Craig Perrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Perrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 6" & 12"Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, all This NOA is being Issued under the applicable rules and regulations the use of construction materials. 8 � apP � �� governing Craig Perrino, P.E., dated March 24, 2003, last revision #I dated April 2003 both through 3 0 3, b Crai Perrino, P.E., dated March 24, Z003, last f prepared y g re area signed and sealed b Craig Perrino, P.E., on 08/19/14. P P Y g The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Perrino, P.E. revision dated March I1, 2008, all signed and sealed by Craig Perrino, P.E., o» Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (�) 1. Test report on,Jlexural testing on 4 ", 6" cPr 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04/10/03, signed and 1. None. this product or material tested for assurance If this product or material fails to perform in .1 _4 .......... 1— J_ I; I- /T1 U _EC0 im_\c TILLIT TESTING & ENGINEERING CC WATT'RR A. nLUT, M, F.S. FL�Xt�X4414MY FL C� Lk_ N. 0000,709 PROD REPORT NO.: 20-0728.01 DATE: July 28. 2020 PRODUCT CATEGCW: Shubm PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 20 GAGE QALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection PrDaudslix. 4800 S.W. 51 Street Davis, Florids33314 I. PURPOSE OF EVALUATION; This Is a Product Evaluation Report Issued by Walliter A. 11111% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01 G20-3, Method I D of the Florida Department of Business and Proliesislional Regulation. This product is being Issued an Evaluation Report as described herein. and has been vertfied for compliance In accordance with the 2020 Seventh Edition of Me rpose intended Florida Building Code, and to vertly that the product Is Ibr the, pu at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In cam of a Building Code change that may ~ Ite limitations and conditions 2- EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMINI? j2j� _X Drawing No. 20-176, tried "20 GAGE GALVANIZED STEEL STORM PANEU, sheets I thru 2eof 26 prepared by Tifteco, Inc,; signed and sealed by Waiter A. T1111t, Jr., P.E.; dated 07128/2020. This drawing Is an integral pa �,,Ryqgkj, Evaluation Report. IA itfl, A r/Z 41, No. 44167 -I, UF 6355 NX 36th Shut, Suite 305, Miamd, Florida 1.4166 - Phone: (305) 871-1530 - PRCIDI UWALUA= RF.POkr NO, 20-MMILD1 2.2.'rESTREPOP-T IS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Unilbrm static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated OBIOW1996, #96-570 dated 091`1 8119ge, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. KM-1 97 by OC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E. 2.3. SYR RAI ENQINEERING 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 load and panel length based on rational and comparative analysis, and In accordance with section 1610 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11103108 and 03112JI 5, signed and sealed by Walter A. Tillit, Jr., P. E. 3. MISSILE IMPACT RESISTANCEm La rge missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. 4-MID LOADS RESISTANCL 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.), cinswing No. 14, 15, 17,18. 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), 20-176. Maximum Anchor Spacing shall be as IrKkaled on shoots 8, 9, 10, 11, Eirriving No. 20-176. 5. INSTALLATION, Installation shall be performed strictly in accordance with details indicated on shoots 3 thnu 7, 10 thru 20t 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 shoots 8, 14,16, 25 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawlEV No. 21)L176. daIIIIIIIIIN4, f_�44 JI— STATE OF IONA$- VI 93) IN CASE THAT PROMASIT SIONE. OR PRECAST CONCRETE PANELS, MOOD OR WOW MAMS K FOUND ON THE DMM WALL ANCHORS $HALL BE LONG ENOUGH TO MACH THE MAIN StRUCRAW BOW SUCH PAREM ON PRODUCT VALUATION DOCUMENT (P.E.C,) NA$ KEN VIDWIED FOR COMPLIANCE IN ANCHORAGE SHALL ME AS MONITORED 01 6.1) AND IN 0.2). ACCORDANCE WITH THE 2020 C70. EDITION) OF THE FUXWA BUIUXNGI CODC CC) 12 EXISTING 110011 00' SPECIFIC 9BEIRy - i�.R!1B14LOCX DESIGN WIND LOAN SHALL SE DETERMINED AS PER SECTION IUD OF THE ASCRIE MENTIONED CODE FOR A WIND W= AS ACQUIRED BY THE ANMCMU WHERE THESE 4 1/4-0 TAPCON ANCHORS. AS NAMMANCRINEID 11 INC. - #14-10 PANELMATE FEMIALE ID NO PANILMAIT PLUS AOC14M AS MANUFACTURED BY ELGO CONSTRUCTION PRODUCT& FOR A DRECTIONAUTY FACTOR 140.0.85. USING PACE 7-16 AM SHALL X=.*%.K —MML".) 1/410 L46 SCREW PER ALD.S. DESIGN PRESSUIRE MINN INDICATED ON SHEETS 7 THRUI 12. 14. 1% 19. 79 * 20. 7/16`4 It 518' WOOD SUSH04. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY 00, IN COVER TO VDWY THE ABOVE CONDITION. ULTIMATE WOW LOAD$ DEnMbWACD PER ASCE 7-10 III) - 11411EODW PENETRATION INTO WOOD Of TAPCON AMMONS SHNILL BE 1 1/2' NO 2- FDA ELOD PANIXNM PLUS POLL BE FIRST INDUCED TO ALS.D. DESIGN WHO LOADS IN M(MIPLYING THEM BY 01 IN ORDER TO AM PANEUIALE FEMNUE 0. COmPAK THESE W/ wAx. (A.SjD) RATINGS INWATIO) ON SHEETS 7 THRU 12.14. 19, IS, 19 It 0 ORDER TO %UWY ITAT ANCHORS ON THIS Sk". AS TESTEI) WERE NOT OWER STRESSED, A 3319 INCREASE IN ALLOWABLE C.2) WOW" THREADED PENETIMINION Of LAO SCREW. INTO THE WOW FRAME LIMIT SHALL K 1 1/2-. NO THRENTED PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THAWED PIDIIIETRATION. SIRESS FOR WIND LOAN WAS HIM USED IN DOOR ANALYSIS, WIENERS SPACING TO WOW HAS KEN DETERMINED IN WITH kILS. 2018. C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL K AS INEWMED IN THIS COMING 9MMM PANELS ACEINJACY FOR IMPACT AND WIND RESISTANCE HAS KEN VEIVIED IN ACCORDANCE WON SECTION 106 OF THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTINO INC. REPORT 9111-569, 95-570 A: 95-IM AND CA) MINIMUM! PDCMT4N OF WOW RUSHING SKALL BE VW. 1/4* 0-20 SCREWS USED SMU K 1 1/2' LONG MINIMUM FDIESIRIUIOM 110511116 LAO. IMC.. M'Mn 02M A, #2125. AS PROTOCOL$ TAS-201. TAS-202 AND TAS-2113. SHOULD STUCOD COST NO Is MARIANA FOR VALLI WITH NO STUCCO. AS WELL AS AMMO TEST LAO OF SOUTH FLORIDA WPM 0210.01-0111. AS PUT TAB 2011. TAS 2D2 AND TAS 203 STANDARDS, C.S) IN CASE THAI PRECAST SIOML OR PRECAST CONCRETE PANELS. snocco ON WOW SOINADS WE FOUND ON THE OWING 2. ALL &WftN EXTRUSIONS 70 K 4063-Till ALLOY AND IBM. OANUESS OTHERWISE NOTED). SEE SHEIT 2. WALL ANCIOWS SHALL SE LAND ENOUGH TO BEACH THE WIN STRUCTURE 8000 SUCH PANELS. ANCHORAGE DOLL K AS MIENTIONED 14 C.1). C2) At C.4) J. ALL #LUW40 SHEET METAL USED AT CLORM 94AU HAME 3105-H14 AILLOY. (D) ANCHORS SHM1 BE IMSMLEO FOUJOWIMIG ALL OF THE RECOMMIDNOUTIONS AND SPECIFIOITIONS OF THE MONOWS MANUFACTURER 4. ALL 3701 SHEET METAL RNMELS 94ALL MANE STRUCTURAL QUALITY STEM AMU A-653 GRADE SID ~A 0-00 O&YANIZED STEEL DESWAOION W/FY. s" ki WIER am=). SL PANELS MAY AM WE INSTALLED HORIZONIALLY FOLLOWING; INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT THAT WADERS 0 a Q -ALL NOT BE usm S. ALL SCREIIIS 70 K STAINLESS 31123. 304 OR 316 AM SERIES Olt CORROSION RESISIAW COXIIED CARBON STEEL AS POI DIN 5WIS W/�50 WK YIELD STRENGTH AND 90 Imi TENSILE STRENGTH At SMALL COMPLY W/ FLORIDA INUILDINO CODE S. IT SHALL WE THE RESPONSIBILITY OF THE CONTFACTOR TO VUWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE I I SECTION 24 .3.4. ATTACHED 70 *5URE PROPER ANCHORAGE na SHUTTER SHALL ONLY SE ATTACHED TO OO"CRM BILOCK ON WOOD FRAME BUILDING13. a SOLTS TO BE ASIW A-307 CALVARM SrM_ OR AISI 304 STAINLESS STED. WITH 36 kW MMO" YIELD STRENGTH. 10. EACH RODULAN SMM PMU WITH LENGINS 061M $'-a THROUGH 12'-4. AS PER SECTIONS Ik a. 9 & 10 AND ALTERNATNES AN. 7 ANCHORS TO WALL $HALL BE AS FOLLOWS: SIR & IOW ON SHEETS 5. 9 & 12 RESPIX�Y. SHALL HMAE A LUMI AND REAMY VIEW MANKIND INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPUCAKE REINFORCEMENT OURING, PDMODS OF H~ME W~r� (Q !2i=74#XT*-cw �moim 11. THE INSTALLATION OONIRACTOR IS TO SEAL/CALAX ALL SHUTTER COMPONENT EDGES WHICH RDAMN IN ODNTIMLIOUS CONTACT WITH As ~Acnm BY f.T.w. autax INC. owin. rc.mu ;,�L) THE BUILDING TO PREVENT WM/RW WTAUSAGN 0 . 7/4' CALK -IN ANCHORS. AS W"ACIURED, BY OEWAL7 INC. (MIN. fo-3000 pi.) �^ /4'0 . 3/4* SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. SOLT III SPIECIALIY CO. 12. STORM PANEL INSTALLATION SHINLL COMPLY WITH SPECS INOCATO) IN THIS OFAWINIG PLUS AM BUILDING Me ZONWC REGULATIONS (Mln.,r�3000 9.*,L) PRONIOED By THE JURISDICTION WHERE POW IS APPLIED 70. f14- 0 PMELMAXE ROME ID At PMELMATE PLUS ANCHORS, AS MANUFACIIIIND BY MUDD CONSTRUCTION PRODUCM (M. f'--Uw W.) 13. (a) THIS PRODUCT &XUQM DOCUMENT (P.LD.) PREPARED BY THIS ENGINEER IS COOK NO DOES NOT PRDADE INFORMATION 1/4-0 OF TAP-ORIP ANCHOIM AS MANUFACTURED BY TRU-FASr CORPORATION Cr-MOD "I) FOR A SITE SPECIFIC PROJECT; Le� WHERE THE SITE CONDITIONS DIEWTE FROM THE PZO. (b) CONTRACTOR TO BE MOKMW FOR THE SUECTION. PURCHASE AND INSIALLATIOR INCLUDING LIM SAFETY Of THIS PRODUCT A, I) WMM BASEMENT! OF TAPOOR ANCHORS INTO POLAND CONCRETE 94ALL BE 1 3/4'; 2* FOR PANCILMATE FDA411 sAm ak THIS Ps -a mimp w.Isw wo NOT w4m niom THE CONDITIONS DETAILED ON THIS DOCIAMENT 0 AM PMM&Llt KUS AND 1 1/4- FOR OF TAP-GIRIP MMIM. CONSTRUCTION SAFETY AT SITE 4 THE CONTRACTOW'S RESPONSIBILITY A.2) CALK-fg A, 9OLD-Sitt ANCHORS SMALL BE DAM= 7/8- INTO THE P0URED CONCRETE. NO DAEDWO KID (C) THIS PRODUCT EVALUATCM DOCIUNRNT WILL BE CONSIDERED WVAUID IF NODIFID) STUCOO SMALL SE PERMITTED. 1/4' 0­20 SCREWS I= 94" BE I Ilr LOW MNOAUM SHOULD STUCCO EXIST. PO I' MINIMUM FOR 041S WITH NO STUCCO. AND MAY SE HEADED SCREWS OR ALL IIINEADIOD SCREWS WIQ HEAD, (d) STIE SP0DM PROJICTS SAL WE PREPAREXI BY A FLORIDA REGISTERED DAMM OR ARCHITECT WHCH ASIL BECOME THE am WITH wm NUM ENGINEER or $11000110PILO 0= WILL K RESPONSIBLE FOR THE PROM USE OF THE AS A DELEGATED EMOINEM TO THE G%=0fV2%6*A A.33 IN CASE THAT PRECAST STOWE. PRECAST CONCRETE PANELS, PIINM STUCCO OR WOOD BOARDS BE FOUNID ON THE PZO. ENGINEER. SNALL SUISWIT TO INS LATTER THE SrTE SPECIFIC DRAWINGS FOR REV" COSTING WALL OR FLOOR. ARMORS SHALL K LONG DOW TO RICH THE MAIM STRUCTURE WOW SUCH PANELS. MOORAGE SHALL K AS MENTIONED IN A.1) AND IN X2). (s) THIS P.E.C. SMALL BEAR THE DATE AND ORIONAL SEAL AM SMKAIW OF THE PROFESSIONAL DANCER or THAT PREPARED FT. (a) Efflum CONCRETE -Oft 1/1. : ANCHORS AS MIMCFACTURD) BY 1. T, W. BUILOM W_ 14. SHU11- IMMUFACTURERS LABEL SKALL BE LOCATED ON A READILY %ISMKE LOCATION AT STOW PMEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2.3 OF FLORIDA BUILDING CODE ONE LABEL I11V x 71W C"-4M ANCHORS, AS MWNWMM BY DEAftT INC. (WIN. SHALL BE PLACED FOR r4ENY OPENWID. LANDING TO COMPLY WITH SECTION 1709.92 Of THE 1/4-0 X 3/4- SOUD-SEF ANCHORS. AS DWMWTED Iff ALL POINT SCREW. BOLT III SPECIALTY OD FLORIDA OLMUDING COOL (MIN r"two P..L) �10 PMAEUAA7E FEMALE 0 AND PANDMATE PLUS ANCHORS 014- 1, AS MMUFACIURED BY ELOD CMPN)Crm INS DRIVING SHALL ONLY BE USED TO OEM PERMITS IN THE STATE or nar" PRODUCTS (MAL rc-2071 P..J-) 1/4- 0 OF TA-4MP ANCHOW AS MANUFACTUTIED BY TRU-FAST TOM cwm ELI) WO" EMBEDMENT OF TAPOOM ANOOM. MCO AMEIACES AND CF TAP-<GW M1C>HM INTO THE rLOWA SuLDING COK (109h V41106"I WOrl" BLOCK LOW SHALL K 1 1/4'. MI. 4 ' 167 20 CAM GOLVANIM STM SYM WM I B.2) CALK-94 A, SOUD-SET ANCHORS SHALL K Dfin= 7/0' INTO ?HE CONCRETE BLOCK LIMIT. NO INTO STUCDO SHALL K PERMITTED, 1/4* 0­20 SCUM USED SHAU. WE 1 1/2- LOW MINIMUM EXIST, AND I' MVW" FOR WALLS WITH NO STUCCGI t- IF OM PMECTION MWM INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING POURED CONCRETE OR CONCRETE,13LDCK STRUCTURES am sam" AN KINCIM ANDAWITI T "M a "InGue, 9) 8.1 WIV 0.0 0 0 - — am" ON SHIFTS 4 TANDIAN =AEGLANIn r 11CH M A SWC^Ul 7\ A mmutom X MAIL 8) MOLMirm All TMAM 011 M MOWM BOTTOM WOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INFIALLATION. FLOFJDA KNILDISIG CODE Velooft Hurdeafm ME= ZYALVAnamsxwxLsw� 3 S. MATERIAL CHARACTERISTICSAM SPEGFICA111IONS& Shall be strictly In accordance with General Notes and Components Indicated on cheat 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. 20-4 76. - - LIMITATIONS AND CONDITIONS OF Ma 7.1. ftall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on shost 1 of 26, as well as General Notes # I thru 4 and 11 thru 18, Indicated on shost 21 of2e of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by TIteco, Inc. and signed and seeled by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sectfon I e2D.2 of Me 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. 441 M, President of Tiftco, Inm (Florida CA-000671 9). 1, N. T144i gp , k ....... 14 't. - �C, E N Lie` - 1 1 .1 2. �-4 �. 4 4 16 7 STATE OF %;,,/0NA- 41#81111101 WAT`LL Di%TILTECOADMON REC-ORDSIP. E. RFPORT.2O k GLOBAL PROTECTION PRODUCTS, LLC 120GAGE GALVANIZED STEEL STORM FAMEM DKiNG 4 20-176 k REPORT IF 2(W=01 I L ECO TILLIT TESTING S, ENGINEERING COMPANY WALTERA. TIL13T, nL, M Pr TAinwiINO 441.67 PRODUCT EVALUATION REPORT 14. REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Globall Prolectim Products, LLC 48W S.W. 51 Street Devile, Florida 33314 1. PURPOSE OF UALUATION: This is a Product Evaluation Report lnued by Walter A. Tift Jr., PIE. (System 10 0 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method I D of the Florida Department of Business and Proftselonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance wfth 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 affed ft limitations and Conditions 2. EMDENCE SUSMrrTED* 2-1. PRODUCT EVALUATION DOCUMENT (PAJ),� Drawing No. 20-175, tMed'24 GAGE GALVANIZED STEEL STORM PANEV, shoots 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Wetter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an 1nte%k#AAJTf)PIS e Evaluation Report. 4%, t 167 OF A to 6.351 N.W. 36th Strieel:, Suite 305, MamL Florida 33166 - Pbone: )871. -1531 COMPONENTS FOR REGULAR & UFE SAFETY (SCALE 1/2-11 STORM PANELS —15.IW (TOTAL WVFH) -7 _15,194' CRIAL WIDTH) 12aw 1 r__ J CAW VML THICK LO 2.657' THICK f ST11G. [swa—g50- 2 0-401 Tv' am AITION A-M 1 E.G. OFACIE go MIMMUM DUAIL DuAn. L a -ID Gkv. L 480 400 -------------------------- --------------------------- (D STOM PANEL (D MD ad PAML ar _LP W/ Nafto alov It a or JAW i I Ion 7 250- AQ 2.1 .375 ISOMETRIC VIEW DIMAIL A AMANDED CORNER 0 ENDS OF PAWS ALF. L--2'000- t 2.UEr_ loG, .125* Ow Xr 25 ZI Is"L f AMU.& v 2.00V- 00 LIP All HDMM EDGE, (N-T-S) Will" HEADU I I--! W110 SEE W. 2"X7'XI 0 ALUMIMN ANCII DOW V_ .957" I Milk AW R .375'0 HIM WIND NUT W-11II-i MARMWALT, USE WIND MR 1,VUT 60NMOM WASHM W/ ADDITIONAL :1.1LM 9) To 2 AIM 0 12 I To OPAL I it J74' -Awe .7w- ANSI, LW 1/4-F-A 300 SEARS Nam to LL17. 12 1/3r 04 3W L I�Osr 15' 1 JAW L L__"W___j I - J .82516 M TRACK ANIXE 3/8- -F- Tit= FLAT PLATED YM STUD 344*0 7 1L.T .......... 0 �,.EiIi .375 No. 44167 FMDA BUILD1010 COK (High VWW -ra OF Sow VISUAL M 2D QM "LVANIND SMM SIM 1 S A -r. -.rr *M4.L PMCM PRODUCr Daum Poungp-i 7, CONICAM OR CONDOM BLOCK OMWAITE: moon *P-MP . cm on 94218 8 1400, WA!1 !Mff !1111 1 XSE2111IL-Lil" SIGAILE 3/8.1- -.DK or Donme NEW I' WIDE . WAIES . 1/0' OPON" THICK Aunt. rim on I" — : PT WDOO PLATE SPACER I ENSYM SRI=/ NEW " WIDE . WINES I/Ir ALIAL TUBE OR I' . %Vill= _"WDUPLATE $PACER 00141111011: ANDMORS (AM son" ON SHIM A TNNIDUGH C_ No. Vomit Worm 2 ir CONCMM BLOCK 10 SECTION X_X DETAIL. FOR .2E WAX 3/8-1- D1rJ SAUMM AT TOP OR Olt& r BOTM-MUM TO SrUCI:O1rM= RANDS EM CLOSIM IXTAU FM INUALIAM IN POM CONCEM CONCRIM 3= OR WOM VALE FOR FEUA LIFE SMM NO E-Z MG SM PAN11 MMd 0 �4 0 NOW L-441) tat& rl HIM r r _J (INA -va-,6 "LA/ al. "I AR' r WALE 3/415-?IM IN, AAA, RES= CASE Q �P'. a WALK W�IDIW SCALE 3/tf- won i Far— PH A.— - MMMM, -6 LIILD Im 211LIEffs-Z MM ANAL IAWW 00 ___`OAA. 4 SOME 3/0-l' @A .. 7- T_ winew \X:T/ LO. - EDGE DISVINCE SWOURK, (SEE SCHEDULE ON REM a a 9) '%L3/1 I r Nm ring 7:1 Top & BOTTOM MOUNTINGS CAN BE COMOU IN ANY WAY TO SUIT ANY INSTALLATION. 11A PIUMCr XVoJIA 7A-nCR RIMItT NO, 2 2-L TEST REPORT S., Large missile Impact load tests were performed under SSTD 12-99 standard as per section IW9.1.2 ofthe Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William R. Mohner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and soiled by Edmundo Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic food Inge per Protocols TAS 201 & 203 a a pet section 1800. 1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01 -10, dated November 23, 2010, Signed and sealed by Julio I - Gonzalez, P.E. Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13.2000, signed and sealed by Frank Grate, P.E, as per ASTM 15-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-1 318, dated December 1, 2010 signed and gealed by Jerry Jacialano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONSv On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Bull Code. Calculations prepared by Tiltsoo, Inc., dated 12118MO and 08/27113 (ibrthis revision), signed and sealed by Walter A TIM, Jr., PA, 3. FMSSILE IMPACT RESISTANCE Large missile Impact under section I W9. 1.2 of the Florida Building Code. as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCEn 24 Gage Galvanized Steel Storm Panel has been verIfled to sustain wind pressures. Maximum panel length shell be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5.9,10,11,13 thru 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 2/4. 3/4. 4/4. 5/5, 7/5, Lp.'ivim' iw/i 3iv/1 6' 4�ml i L* 1 0. 0. 5W/10. GWIII & 7W/11 ANCHORS: FOR CONCREtt SEE SCHEDULE ON SMIXTS III'& III FDA SEE SECTIONS ON SHEETS 10 At REGULAR STORM PANELs- ni& Q ELEVATION N.T.S. 2.4r am owuw .1 Ulm mum 1/4' MAX. W 5. INSTALLATIOM Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheeft 3, 5, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. IL - MATE-RtAL-CEARACTERLITWolAND-SPECIEWeA3199L- Shall be strictly in accordance with General Notes and Components Indicated on heat I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. =75. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE 7. 11. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco, Inc, and *nod and sealed by Waiter A. Tfllk. 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. THIR, Jr., P.E. (Florida License No. 44167). President of'niteoo. Inc. (Florida CA-0006719). DA TILTECO ADMON RECORDS % P. E. REPORT.20 % GLQI�AL PA/OS NP Q'iLVANIZED STEEL STORM PANEL kON.V13#20475 k REPORT02MA& I/V M�L ORP 174 OMAN INIM MG. 20 OW "LVANM SMU STM PANIX FP. 44167 WAN W. Ilr amili. MXCTW PRWWM Uc. kTE LTI NE C-0, IN C. 4m 11L 6, "M Am. ow AL SXII- GAH,)AV_M A 054)M-Mk AM 20-176 PIR _%1W. - am --WH show IN, -,I 1509 ! 1 : 1 -:, ULMR"IDIL 441 IN LLATION DETAILS FOR REGULAR PANELS(l) & INTO EXISTING POURED CONCRIETE OR CONCRETE BLOCK STRUCTURES CONCRETE "A' AN am ZMAJ! ON M 1 moo" OHM 9) AM, w1we : It Of 11 VAX �4`0-21),S/4* S.S. DOILY W.117.1!�p W., A"4 "'T 1 COMONTE NC"= DOT SCHEDULE ON OHM 2) OR ow " 06 MOWN 11110EIALLA1110H FOR ED. WOE DISTANDIE (SEE SCHEDULE ON TOP & 907TOM MOUNTINGS CAN K WW 9) COMSMED IN ANY WAY TO SUIT ANY INSTALLATION. . ArK L- 9, ICAM an It FOR WOW SEE SECTIONS ON SH9EF 12 KGUL" ST&W lt!E��_qk 0"ATION r. 1/4- MM. GAP 2.67" 0,11M. =CLE WILL" It U) -0 > 0 0 2 CL 0 CU -0 a - CD (D CU -ca a 0 —0 0 1- C 0 C c) M CU CU %4-- 0 ICU > An ­0 E 0 Cn G) U) L_ (D -6-0 CU L_ C_ CU 40 < t\ :t__ 0 C= Cn OU C14 :.< 15 CU CX_ - = 0, �W` W OU = CD CD CE M In - :0., In w4esela -+--a > C/) CL < 0 M U.1 Z Z < SHEET NO. SH 1 0. lL .l:i l LU I ILIL MIAL d -j W . YlI:11L.1 A A, J; - _LLL g :1J"iL,."_L_ - �I : ,:; .) 1 di .I :c L[iu1al.PAL,.L1" sill I . u ' . . �lii�►- ... . CESSION! r1. ar. BALL AND FLOOR MOUNTING INSTALLATION FOR • odour 10 Ww iu affa ,.N Rr. eo,r.No a11N IOU O['J4ET111,ECA ,•ws L • •- PNMM N AA a'S kff SAT" OROalEO SECTION 1 ecnc aver NOTE: 111RLU0N (YN ALBO N INSfIUED r/a $rort PaH05 ON 10► Olt TIOl10M w TINT R W La 1D AT $10 OR 103 OF oPOW/D. (olE M+Rt NIPEI/O IFj M TOP T TDITOM) WALUM N - ALTERNATIVE 1W BCNc 1/0 - 1• YM. MULLION aEDUFAM Mk S MN (FL) • TUBE MUUA M - 4 4'-r 2". r . 1/8• 4•-r TO W-r 2*. 4*. tn' I r_r To r-tr r. .r.t4 RiSTLLEi TIVE 2111 WALL. 1/4• - 1• RD1Fi+ 1. INSTALIATIOPIS ARE ONLY VALID FOR VJWNGS WITH A.S.D. DES" LOADS UP TO +55.5. -72.0 p.a1. AND PANEL'S LENGTH lIP TO 8'-B•. Y. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIK ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOIALL. TOP k BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY NSTALLATMv Ommm •,cMela- -� ! -- �R�1lL[ faQ somms rum Hj PaAAIm COIIO[R??%? �` ata>+IWo Colaa m A -'• I / (SEEBOND a;14)a WALL AM FLOOR YOUNTINIS INSTALLATION SECTION SCALE: 3/6* - 1• - mP_ym 2 SCALE: 3/8• . 1• NN1E3 OM LNE SLa^.Y STD• PAIEl 4: STar ,NSTAl1 �1KW , 1. WIFE SAFETY STORM PANEL CAN BE LOCOED AS AN END PANEL (FIRST OR LAST PNIEL) OR AS AN INTERIOR ►NEL. (AFT/ PNIEL IDCATDN N BETWEEN END iMNElt). LIFE SAFETY PANELS MAY OR WE N6TN Y NOT I IED ADJACENT PANELS (Ir/ OR W/o REOUTAR TRAOM) P. LIFE SANITY PANEL CONSWS OF 0.038' DALVAA= STEEL STORM PANEL AS PER 001PONESI . SHEET S OF 001041 6. THIS Pa1El ITSELF TO BE RE►Dtm ON *WALLED FROM THE N,SIOC of STRUCTURE. 3. LSE SAFETY PAM2. REOLNRES TOP TN,CK TO BE ODIVOaE1Rmk BOTTOM TRACK TO p TR BE SAS PEIt 9HEE'r 2 OF TUBS DRAWING. �Q ,.:.... COtF►oHETi! YiY BE NSTAUFD UL oR FLOOR MOLOM FOLIOMNO SECTIONS 1 4, ...... EN, 2 ON THIS . AS WELL AS DETALS 1 At z ON SHEET 14. A min. LEHM FOR COMPONETIF®®LS 1S•. � Mo . ANCHOR SPACNO FOR CO�+I %m6 emwmim AT 60TTOM IS cm ON SCHEDULES k 2. MEET 14. * :. COYPOlDfr�My BC PEl0lAlipfT OR REIIIOtpKF. _ .p 3 SEE DETALS FOR SWALL ITDN INTO WOOD FRAME OL L0•DB ON SHEET 15. 'P'••.. OP A SEE SHEET 4 FOR DEIAL APPUABEF 10 THE NECESSITY FOR THE MWALLATION OF O��SS • NI SPACERS AT TRACXS 06VUM ADJACENT AND BEYOND TO SFUCCO/WOOO BANDS. -, a Kam" 1M11 • ONE ,YtBM 1 SPLR STORY PANEL ELiYAjJQIj wMc 1 t CERRIR A FLOOR 111pum NR IYST I a11Otl - 11FCYA kNf B■TILI.ATLOMS - AI_TE'RNATIVE BW (SECTION AT TOP 6 UNWED TO #554-67.0 MAX. SCIAL : 1/4• - 1• AS.O. DESIGN PRESSURE RIITNO) so" 1/4• - 1' a'Ae re.o, B � rluw 'ila8iar ta.l FLOOR MOLIICTM RLSTALLATION - SECTION Yw BALL 1/4' - 1' L-014 E, 2/4. 20. E/4 art 4/4 yi. 2 & CW/iS (,a. Z kl 1W/18 -•) ON LIFE SAM PANEL L - AREA w/NO UFE SAFETY PANGS I LOCATION Or LSE (m NOTE 190-OM) L4. /M4M PANELS W/ OR SAFETY PAW -+U W/0 NESUA 1RACJf3 (SEE NOTE 1 Nnow) • LAST PNa A. R NtlTAtLW a IrE ,IAPEIY PI/EL ePENaaa fl.NL. OPTION M FOR WEE ALrME BE PIroYWED r SEAR IWELE m SE SWIVIED r F OMEo TO a aea,atD rNaM KWNE ELEVATION 1 � '�')�a AT O'�►AlBaE ffi ,IOE ,) SECTION B-B SCALE 3/32•-,• MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCNEDULE (am OILY FOR k(MoBiWJA1OID As PER BECIIOIIB 1 7m to ON BIER 4. 6 k 6) • IBM r/ ,/4•tmd' 81 Na a "am a puff a 11 A N OF RNIL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p...f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i't) A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES GRID OILY FOR PMMGf Ok © OWAL ARNK AS PER BOLTCHR + TIN 7, ON WQTS 4 k 5)P"Comm To TO 70 FLOWDA BUILDING C0� NoFrlGone ton. OW =MRg NG. 4167 am SLUM o. 20 Gt6E GALVANiZEO STEEL 5101k1 PANEL. r'' , Sir*! •.A ONUBr. PROTECTION PROOII m U.C. 01/aa/aw $/a'' i� Eco1N•. /1•'•. t4*; Soo S.S. a, 044 awr, OL ass,4 20-1T6 S "'• u w.►>A •",r rttlNE: ewNwfua. rAT: WfNa•-Nn 1 /tMlkNlm.W1.aE r . .r allm,• HI. Ia1LIp1 A. 14R P; _ kQi a p ■ BID* pp�,�wp�t�a� ASa lre {AIIOIM �w��At @eft P�B� ,�p�� 1p � NOPR tWJ (8[t� m kNt a0108"N a wo � �W.NM.1 .BB.B, -7u r-r ON LEAF : +H' IUMtWI.T® , T,Yr e r 7 .aBs. -7t• aY-a• ro r-r ,ar. a ip• IA.OUEO t t,Bal s r 7 .Na -7ao a•' -a' m ,r-r Ila a ,/r ' •�• a +.sa. -wo n•-a• oa Ia7E a ,ry' • ��AS •I a B r +e jvA avow WOMAN Aa.D. Ot310M aMNB (A4rJ RiSTLLEi TIVE 2111 WALL. 1/4• - 1• RD1Fi+ 1. INSTALIATIOPIS ARE ONLY VALID FOR VJWNGS WITH A.S.D. DES" LOADS UP TO +55.5. -72.0 p.a1. AND PANEL'S LENGTH lIP TO 8'-B•. Y. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIK ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOIALL. TOP k BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY NSTALLATMv Ommm •,cMela- -� ! -- �R�1lL[ faQ somms rum Hj PaAAIm COIIO[R??%? �` ata>+IWo Colaa m A -'• I / (SEEBOND a;14)a WALL AM FLOOR YOUNTINIS INSTALLATION SECTION SCALE: 3/6* - 1• - mP_ym 2 SCALE: 3/8• . 1• NN1E3 OM LNE SLa^.Y STD• PAIEl 4: STar ,NSTAl1 �1KW , 1. WIFE SAFETY STORM PANEL CAN BE LOCOED AS AN END PANEL (FIRST OR LAST PNIEL) OR AS AN INTERIOR ►NEL. (AFT/ PNIEL IDCATDN N BETWEEN END iMNElt). LIFE SAFETY PANELS MAY OR WE N6TN Y NOT I IED ADJACENT PANELS (Ir/ OR W/o REOUTAR TRAOM) P. LIFE SANITY PANEL CONSWS OF 0.038' DALVAA= STEEL STORM PANEL AS PER 001PONESI . SHEET S OF 001041 6. THIS Pa1El ITSELF TO BE RE►Dtm ON *WALLED FROM THE N,SIOC of STRUCTURE. 3. LSE SAFETY PAM2. REOLNRES TOP TN,CK TO BE ODIVOaE1Rmk BOTTOM TRACK TO p TR BE SAS PEIt 9HEE'r 2 OF TUBS DRAWING. �Q ,.:.... COtF►oHETi! YiY BE NSTAUFD UL oR FLOOR MOLOM FOLIOMNO SECTIONS 1 4, ...... EN, 2 ON THIS . AS WELL AS DETALS 1 At z ON SHEET 14. A min. LEHM FOR COMPONETIF®®LS 1S•. � Mo . ANCHOR SPACNO FOR CO�+I %m6 emwmim AT 60TTOM IS cm ON SCHEDULES k 2. MEET 14. * :. COYPOlDfr�My BC PEl0lAlipfT OR REIIIOtpKF. _ .p 3 SEE DETALS FOR SWALL ITDN INTO WOOD FRAME OL L0•DB ON SHEET 15. 'P'••.. OP A SEE SHEET 4 FOR DEIAL APPUABEF 10 THE NECESSITY FOR THE MWALLATION OF O��SS • NI SPACERS AT TRACXS 06VUM ADJACENT AND BEYOND TO SFUCCO/WOOO BANDS. -, a Kam" 1M11 • ONE ,YtBM 1 SPLR STORY PANEL ELiYAjJQIj wMc 1 t CERRIR A FLOOR 111pum NR IYST I a11Otl - 11FCYA kNf B■TILI.ATLOMS - AI_TE'RNATIVE BW (SECTION AT TOP 6 UNWED TO #554-67.0 MAX. SCIAL : 1/4• - 1• AS.O. DESIGN PRESSURE RIITNO) so" 1/4• - 1' a'Ae re.o, B � rluw 'ila8iar ta.l FLOOR MOLIICTM RLSTALLATION - SECTION Yw BALL 1/4' - 1' L-014 E, 2/4. 20. E/4 art 4/4 yi. 2 & CW/iS (,a. Z kl 1W/18 -•) ON LIFE SAM PANEL L - AREA w/NO UFE SAFETY PANGS I LOCATION Or LSE (m NOTE 190-OM) L4. /M4M PANELS W/ OR SAFETY PAW -+U W/0 NESUA 1RACJf3 (SEE NOTE 1 Nnow) • LAST PNa A. R NtlTAtLW a IrE ,IAPEIY PI/EL ePENaaa fl.NL. OPTION M FOR WEE ALrME BE PIroYWED r SEAR IWELE m SE SWIVIED r F OMEo TO a aea,atD rNaM KWNE ELEVATION 1 � '�')�a AT O'�►AlBaE ffi ,IOE ,) SECTION B-B SCALE 3/32•-,• MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCNEDULE (am OILY FOR k(MoBiWJA1OID As PER BECIIOIIB 1 7m to ON BIER 4. 6 k 6) • IBM r/ ,/4•tmd' 81 Na a "am a puff a 11 A N OF RNIL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p...f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i't) A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES GRID OILY FOR PMMGf Ok © OWAL ARNK AS PER BOLTCHR + TIN 7, ON WQTS 4 k 5)P"Comm To TO 70 FLOWDA BUILDING C0� NoFrlGone ton. OW =MRg NG. 4167 am SLUM o. 20 Gt6E GALVANiZEO STEEL 5101k1 PANEL. r'' , Sir*! •.A ONUBr. PROTECTION PROOII m U.C. 01/aa/aw $/a'' i� Eco1N•. /1•'•. t4*; Soo S.S. a, 044 awr, OL ass,4 20-1T6 S "'• u w.►>A •",r rttlNE: ewNwfua. rAT: WfNa•-Nn 1 /tMlkNlm.W1.aE r . .r allm,• HI. Ia1LIp1 A. 14R P; _ kQi a p ■ BID* pp�,�wp�t�a� ASa lre {AIIOIM �w��At @eft P�B� ,�p�� 1p � NOPR tWJ (8[t� m kNt a0108"N a wo � �W.NM.1 .BB.B, -7u r-r ON LEAF : +H' IUMtWI.T® , T,Yr e r 7 .aBs. -7t• aY-a• ro r-r ,ar. a ip• IA.OUEO t t,Bal s r 7 .Na -7ao a•' -a' m ,r-r Ila a ,/r ' •�• a +.sa. -wo n•-a• oa Ia7E a ,ry' • ��AS •I a B r +e jvA avow WOMAN Aa.D. Ot310M aMNB (A4rJ a Kam" 1M11 • ONE ,YtBM 1 SPLR STORY PANEL ELiYAjJQIj wMc 1 t CERRIR A FLOOR 111pum NR IYST I a11Otl - 11FCYA kNf B■TILI.ATLOMS - AI_TE'RNATIVE BW (SECTION AT TOP 6 UNWED TO #554-67.0 MAX. SCIAL : 1/4• - 1• AS.O. DESIGN PRESSURE RIITNO) so" 1/4• - 1' a'Ae re.o, B � rluw 'ila8iar ta.l FLOOR MOLIICTM RLSTALLATION - SECTION Yw BALL 1/4' - 1' L-014 E, 2/4. 20. E/4 art 4/4 yi. 2 & CW/iS (,a. Z kl 1W/18 -•) ON LIFE SAM PANEL L - AREA w/NO UFE SAFETY PANGS I LOCATION Or LSE (m NOTE 190-OM) L4. /M4M PANELS W/ OR SAFETY PAW -+U W/0 NESUA 1RACJf3 (SEE NOTE 1 Nnow) • LAST PNa A. R NtlTAtLW a IrE ,IAPEIY PI/EL ePENaaa fl.NL. OPTION M FOR WEE ALrME BE PIroYWED r SEAR IWELE m SE SWIVIED r F OMEo TO a aea,atD rNaM KWNE ELEVATION 1 � '�')�a AT O'�►AlBaE ffi ,IOE ,) SECTION B-B SCALE 3/32•-,• MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCNEDULE (am OILY FOR k(MoBiWJA1OID As PER BECIIOIIB 1 7m to ON BIER 4. 6 k 6) • IBM r/ ,/4•tmd' 81 Na a "am a puff a 11 A N OF RNIL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p...f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i't) A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES GRID OILY FOR PMMGf Ok © OWAL ARNK AS PER BOLTCHR + TIN 7, ON WQTS 4 k 5)P"Comm To TO 70 FLOWDA BUILDING C0� NoFrlGone ton. OW =MRg NG. 4167 am SLUM o. 20 Gt6E GALVANiZEO STEEL 5101k1 PANEL. r'' , Sir*! •.A ONUBr. PROTECTION PROOII m U.C. 01/aa/aw $/a'' i� Eco1N•. /1•'•. t4*; Soo S.S. a, 044 awr, OL ass,4 20-1T6 S "'• u w.►>A •",r rttlNE: ewNwfua. rAT: WfNa•-Nn 1 /tMlkNlm.W1.aE r . .r allm,• HI. Ia1LIp1 A. 14R P; _ kQi a p ■ BID* pp�,�wp�t�a� ASa lre {AIIOIM �w��At @eft P�B� ,�p�� 1p � NOPR tWJ (8[t� m kNt a0108"N a wo � �W.NM.1 .BB.B, -7u r-r ON LEAF : +H' IUMtWI.T® , T,Yr e r 7 .aBs. -7t• aY-a• ro r-r ,ar. a ip• IA.OUEO t t,Bal s r 7 .Na -7ao a•' -a' m ,r-r Ila a ,/r ' •�• a +.sa. -wo n•-a• oa Ia7E a ,ry' • ��AS •I a B r +e jvA avow WOMAN Aa.D. Ot310M aMNB (A4rJ MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCNEDULE (am OILY FOR k(MoBiWJA1OID As PER BECIIOIIB 1 7m to ON BIER 4. 6 k 6) • IBM r/ ,/4•tmd' 81 Na a "am a puff a 11 A N OF RNIL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p...f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i't) A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES GRID OILY FOR PMMGf Ok © OWAL ARNK AS PER BOLTCHR + TIN 7, ON WQTS 4 k 5)P"Comm To TO 70 FLOWDA BUILDING C0� NoFrlGone ton. OW =MRg NG. 4167 am SLUM o. 20 Gt6E GALVANiZEO STEEL 5101k1 PANEL. r'' , Sir*! •.A ONUBr. PROTECTION PROOII m U.C. 01/aa/aw $/a'' i� Eco1N•. /1•'•. t4*; Soo S.S. a, 044 awr, OL ass,4 20-1T6 S "'• u w.►>A •",r rttlNE: ewNwfua. rAT: WfNa•-Nn 1 /tMlkNlm.W1.aE r . .r allm,• HI. Ia1LIp1 A. 14R P; _ kQi a p ■ BID* pp�,�wp�t�a� ASa lre {AIIOIM �w��At @eft P�B� ,�p�� 1p � NOPR tWJ (8[t� m kNt a0108"N a wo � �W.NM.1 .BB.B, -7u r-r ON LEAF : +H' IUMtWI.T® , T,Yr e r 7 .aBs. -7t• aY-a• ro r-r ,ar. a ip• IA.OUEO t t,Bal s r 7 .Na -7ao a•' -a' m ,r-r Ila a ,/r ' •�• a +.sa. -wo n•-a• oa Ia7E a ,ry' • ��AS •I a B r +e jvA avow WOMAN Aa.D. Ot310M aMNB (A4rJ pp�,�wp�t�a� ASa lre {AIIOIM �w��At @eft P�B� ,�p�� 1p � NOPR tWJ (8[t� m kNt a0108"N a wo � �W.NM.1 .BB.B, -7u r-r ON LEAF : +H' IUMtWI.T® , T,Yr e r 7 .aBs. -7t• aY-a• ro r-r ,ar. a ip• IA.OUEO t t,Bal s r 7 .Na -7ao a•' -a' m ,r-r Ila a ,/r ' •�• a +.sa. -wo n•-a• oa Ia7E a ,ry' • ��AS •I a B r +e jvA avow WOMAN Aa.D. Ot310M aMNB (A4rJ WOMAN Aa.D. Ot310M aMNB (A4rJ ,IA1MA, AIIO"aa l.MJ4 FOR E0. . i 1/Y •• aEn"�Om'aa.k / i NNpAr Iwn aPaaN a tawWlr o4ll-M AYNDAAO[ NO,IaE W NaKOIWE,vK m ta,t.sE,[ kOOK�w ro COKOEt[ o� GtR m marr,E COMMON m CO„OIO[ � ro e4,1O1[,E BBE Rldlf ,oat+ raa MIOIOA „FE • aNAr3o Tea asOaNNMrk arro •000 r+tak BtkaBla lwkAr MIDRN ,Iw;a,os AND „I,Y4 !oa I,WiNpi ARE „Bb10Ep a raa BpRA1LE rp, Le. ttsa I,IMI aWrAaEo a aobaltE ttl� AMprN VABIaa BY tartWtn" aN.Atll• aOBN aN tw,ItnNE Br RW PpLeaaM reroaa, raN ,tlr aFBBUBn m Ec FaNlkt ANtICm •FAVNo eBBaNla LWaW FYC1aN TOLL MN ■ lAO 1HN, ,ausllr IIAOBM a,mAtu Nt pal MIaINR ,tF[ N ANClpaa LtOpk: AqW! WM! t/.S 1/11 ,/r. 1/ra 1/.'i t/{•. ,,,roo, "„P.al. owl aaaw ,a. AKsra tarAar , , , s a ,n a .•�.t...a a,r.r W a a , , , a ,n /THIS n RIWRR - a , - - ,m . �>fl� `T`I1'I ir1. I%Ei: 1. NSTALIATIONS ARE ONLY WWD FOR BUILDINGS wRFI A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP 70 8'-8•. 2. FOR NEW wood FRAME coa/sTRucTlotx WOOD LEIreERs To eE SOUTHERN PINE N0. 2. W/ SPECIFIC OEF6IT'r OF 0.55 OR EOl)AL. TOP k BOTTOM MouFTITN65 CAN BE COM88ED N ANY WAY M SUIT ANC' NSTALlAT10N. Bnn6 . (12 1;, Tb HOLD Ofim r�. Mm 7 . • .r .Il• • : 31 • . : 311 !: .tll : al nr r r � AtA }NON 6 SRN WA-41 AWOIafB[ FBME O NYBtIINE ROB iCOM4 /! YNNaM f'Mil PlE4aaW m BlnTal Coai1 t1[ � fi OaIYnWfa ro wIlOE,E m aao� cN ,nmN t• Fa) 8• N/A WA N/A r WA 8' N/A 8• N/A 1 k 2 (TOP) SS.O, -720 8• 7' 9' !• 9' !• 8• B• !• 8' t (BOTTOM) 6'-0' OR WEBS r N/A N/A N/A 8• N/A r N/A B• a• r r r 7 +/z• a• r B• 6• , (sclROM) N/A N/A N/A 8' N/A 6' N/A 1 k 2 (TOP) +aa.D -7zA B, 4, r e^ 6• e• 6• e^ r e• 1 (aorraM) r-6• ro r-r APPLICABLE wA �Aaa 1 pm0 • Ua' r. rsr tv r wa4 ,Sat a pae • r N. rul is a Nr0 � NAnwIN PANEL Pae•R;lr. - - � tEN17R1 7• (!L) +xs -bu 3• r 4 1 I 4 i r z telmDM) r-r Lx LESS +sza -e6A r ! r {• 4• 2 (BorrDM) r-e• OR LEss +aS.O -72A 2 1/2• 2 1/1• 4' 3 1/2• 2 (BORON) r-e• Ott LE45 +SS.O -72.0 2 1/2' 2 1/2• N/A N/A 2 (BOTTOM) 7'-6' m r-0' +SS.o -72.0 N/A WA 3' 3• $ (BOTT0,1) r-r m 8'-8' AT �W1 SEE 11 SEE, 11 `-NfENOR PANEL t-END PANEL DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) BAIT: s/1r - r MAXIMUM A.S.O. DESIGN PRESSURE RATING (o_a.t.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE (A.p avrr niaY m sLCT.re t k : r[YC Trn EOrt ,� • _ •_+•�• PAMEi 4YS7EL OM SHrR 131- _-APIRUWALE TO To Iva TO WOP, BLOCK BUICK - ,Naaw Aaa aaNN ,r „a,e lau,m ,A,a.N �- rAKa r•s1�21aa,r �' 11 m �s omaN1/r - is I - i - - art 7NRT 1a rolt AKC,NTM 7,•E a a►Atlo FOR IlMalt{r0101M „n0 ,N10D Fk1tBt BUlOalt IIIMM NICMea WICfaR 1.p 1atMr pIOL uOYC( IaW aowrm ON il.b 1aulAL raa LD. tN 1,HM ak,OATm ON BOHrOLL2 a,m1Utt NIN,M lAOq F AaA.IrLMPR lI,CK a,"•N a 11C1•aIAE BY THE FOu6B•ta rAnottt rON M OPOHrtON m t N'OBBetG amuGm ,.wr,o aNNRo 11!" laeroN a1,Au law rE LESS ll,w war tPAaBtB ,KWo"ro ra upl AMCIgN TYPE Na NnatW Lble,a Artofsl T1WW t/4ti t/.•. ,/r. t/4. +/r. prMl O1ff•alr �•4/ Iw AMaka aralaa a a a a a ,/a 'rraarr,o 1.3 a a a a a a.Ily wed s a i N a,n • /BRIa n NPBHOR r ,m ,m - ,AN 4a 3t tm ,m E1AWD ONLY FOR 60TALLATDILR AS PER BECW1o16 1 THUS) 10, ON SHEETS 4. 5 k 6) APPUONRE 5 IM1k!!r IIAEaaal ANIIIBIN >/arJ. F011 IA.. 3 t/r - AaO. Boaw ,NCW ,x TAM1gi a4N-N n6lutltBE FEMME O rAADaw[ R.W Blab 11n IWEBMac Ba1W,s / i wEMlr FaMrL 1MlN! ro ro ro m m ro ANY n0„11w,aM UDtOM t• ta) m Do,laMte emwau.�1E ro ceNraMtE i au ro utLTe,E MOL11 ro coaea t� m CONOE,E t ro oMNa1ErE or NtTM tP4L) 8' WA WA N/A 8' N/A 6' N/A r N/A N/A N/A t � 6• r N/A N/A 8' r r 8' r 8• N/A N/A 1 (BORON) 8' N/A N/A N/A 6' N/A 8' N/A r N/A N/A N/A 2 (TOP) 6• N/A N/A N/A e' N/A S' N/A S• N/A WA N/A 2 (BOT10M) 6A -7Z0 8• N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 3 a 4 (70P) >7-6' TO g-6' OR lass r 4• N/A N/A 6' 8' 8' 8' r 6' N/A N/A 3 (BOTTOM) 6• N/A N/A N/A 6• WA r N/A r N/A N/A N/A 7 (TOP) 8• 4' N/A N/A e' 6• e• r 8' 6• N/A N/A 4 k 7 DTDTTDM) WA WA 12 1/2' 8 1/4' 12 1/2' 6 1/4' 6 1/1' 8 1/4' 6 1/4' 6 1/4' N/A N/A S (TaP/eo7row) BOA, -53.3 N/A N/A 12 1/2• 8 1/4• 12 1/2• 6 1/4' 8 1/4' 6 1/4' 8 1/40 6 1/4• N/A N/A 8 (TOP/BOTTOM) -B• TO 11'-r 06.0. -72A N/A N/A 8 1/4' N/A 8 1/4• NjA 6 1/4' 8 1/4• 8 1/4• 6 1/4• WA N/A a (TaP/amTa) -6' m 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 8 1//' 8 1/4' 8 1/4' a S. 10 (TOP) _4!A 8• 4' N/A WA N/A N/A N/A N/A B' 6• 6 1/4' 8 t/4' 8 (BOTTOM) OR Cass 1rr• DR LESS 6• 4' N/A N/A N/A N/A N/A N/A 8' 8' 0 1/4' 6 1/4' 8 (BDTTpO N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4• 6 T/4' 8 1/4' f0 (BOTTOM) PLUS r AD w lez ,llatB to n AND to raa ANntoNs TPE a tPAcw Fna BRpitAlgl4 rro 8000 RIrE 1RUTAla u•WrM Nraloa ffI1CPtB6 AIO wrw NOE asD.rt ARE a01aWTD aM 7tBt >Ma■IAE. ra ED. Ut0 1wN akloATm ON ata®utE RLa110[ AlralaR aPACaNO n taA11t4.YalD t►ACaIa t8loal„ a BalO01As M 1,E roltDaata Fxras FrN 1lIB ,1PgAtnl, ro BE raBnBtL REDUCED a1MaMo o6aBMta Ulaq rAc1oN WItIL NOT K 1Effi R1al wAAt tIArCN6 IAOGOED MR EACH AMCllgl TYPE AT AIL7ICIN LE00l0. NIOt■ 1NIW tp1 t/ati f/r. tp4 I/{'. t!4'tir MPerl a,AP-w aM-N aNle-o r rNI,WN aPAaN" PU a a a i 2'/2 a .•"..,� o...r ea i a a s a s ,n e,a,rl p.N.M :Igo a s 4 a ,n AtaR n kBIB � ♦ A{ 7 0 R VA ri 0 ve at NIMARIff- PhNiL mm rw a PLUS PINOWKIN AT arm INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA wA �Aaa 1 pm0 • Ua' r. rsr tv r wa4 ,Sat a pae • r N. rul is a Nr0 � NAnwIN PANEL Pae•R;lr. - - � tEN17R1 7• (!L) +xs -bu 3• r 4 1 I 4 i r z telmDM) r-r Lx LESS +sza -e6A r ! r {• 4• 2 (BorrDM) r-e• OR LEss +aS.O -72A 2 1/2• 2 1/1• 4' 3 1/2• 2 (BORON) r-e• Ott LE45 +SS.O -72.0 2 1/2' 2 1/2• N/A N/A 2 (BOTTOM) 7'-6' m r-0' +SS.o -72.0 N/A WA 3' 3• $ (BOTT0,1) r-r m 8'-8' AT �W1 SEE 11 SEE, 11 `-NfENOR PANEL t-END PANEL DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) BAIT: s/1r - r MAXIMUM A.S.O. DESIGN PRESSURE RATING (o_a.t.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE (A.p avrr niaY m sLCT.re t k : r[YC Trn EOrt ,� • _ •_+•�• PAMEi 4YS7EL OM SHrR 131- _-APIRUWALE TO To Iva TO WOP, BLOCK BUICK - ,Naaw Aaa aaNN ,r „a,e lau,m ,A,a.N �- rAKa r•s1�21aa,r �' 11 m �s omaN1/r - is I - i - - art 7NRT 1a rolt AKC,NTM 7,•E a a►Atlo FOR IlMalt{r0101M „n0 ,N10D Fk1tBt BUlOalt IIIMM NICMea WICfaR 1.p 1atMr pIOL uOYC( IaW aowrm ON il.b 1aulAL raa LD. tN 1,HM ak,OATm ON BOHrOLL2 a,m1Utt NIN,M lAOq F AaA.IrLMPR lI,CK a,"•N a 11C1•aIAE BY THE FOu6B•ta rAnottt rON M OPOHrtON m t N'OBBetG amuGm ,.wr,o aNNRo 11!" laeroN a1,Au law rE LESS ll,w war tPAaBtB ,KWo"ro ra upl AMCIgN TYPE Na NnatW Lble,a Artofsl T1WW t/4ti t/.•. ,/r. t/4. +/r. prMl O1ff•alr �•4/ Iw AMaka aralaa a a a a a ,/a 'rraarr,o 1.3 a a a a a a.Ily wed s a i N a,n • /BRIa n NPBHOR r ,m ,m - ,AN 4a 3t tm ,m E1AWD ONLY FOR 60TALLATDILR AS PER BECW1o16 1 THUS) 10, ON SHEETS 4. 5 k 6) APPUONRE 5 IM1k!!r IIAEaaal ANIIIBIN >/arJ. F011 IA.. 3 t/r - AaO. Boaw ,NCW ,x TAM1gi a4N-N n6lutltBE FEMME O rAADaw[ R.W Blab 11n IWEBMac Ba1W,s / i wEMlr FaMrL 1MlN! ro ro ro m m ro ANY n0„11w,aM UDtOM t• ta) m Do,laMte emwau.�1E ro ceNraMtE i au ro utLTe,E MOL11 ro coaea t� m CONOE,E t ro oMNa1ErE or NtTM tP4L) 8' WA WA N/A 8' N/A 6' N/A r N/A N/A N/A t � 6• r N/A N/A 8' r r 8' r 8• N/A N/A 1 (BORON) 8' N/A N/A N/A 6' N/A 8' N/A r N/A N/A N/A 2 (TOP) 6• N/A N/A N/A e' N/A S' N/A S• N/A WA N/A 2 (BOT10M) 6A -7Z0 8• N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 3 a 4 (70P) >7-6' TO g-6' OR lass r 4• N/A N/A 6' 8' 8' 8' r 6' N/A N/A 3 (BOTTOM) 6• N/A N/A N/A 6• WA r N/A r N/A N/A N/A 7 (TOP) 8• 4' N/A N/A e' 6• e• r 8' 6• N/A N/A 4 k 7 DTDTTDM) WA WA 12 1/2' 8 1/4' 12 1/2' 6 1/4' 6 1/1' 8 1/4' 6 1/4' 6 1/4' N/A N/A S (TaP/eo7row) BOA, -53.3 N/A N/A 12 1/2• 8 1/4• 12 1/2• 6 1/4' 8 1/4' 6 1/4' 8 1/40 6 1/4• N/A N/A 8 (TOP/BOTTOM) -B• TO 11'-r 06.0. -72A N/A N/A 8 1/4' N/A 8 1/4• NjA 6 1/4' 8 1/4• 8 1/4• 6 1/4• WA N/A a (TaP/amTa) -6' m 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 8 1//' 8 1/4' 8 1/4' a S. 10 (TOP) _4!A 8• 4' N/A WA N/A N/A N/A N/A B' 6• 6 1/4' 8 t/4' 8 (BOTTOM) OR Cass 1rr• DR LESS 6• 4' N/A N/A N/A N/A N/A N/A 8' 8' 0 1/4' 6 1/4' 8 (BDTTpO N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4• 6 T/4' 8 1/4' f0 (BOTTOM) PLUS r AD w lez ,llatB to n AND to raa ANntoNs TPE a tPAcw Fna BRpitAlgl4 rro 8000 RIrE 1RUTAla u•WrM Nraloa ffI1CPtB6 AIO wrw NOE asD.rt ARE a01aWTD aM 7tBt >Ma■IAE. ra ED. Ut0 1wN akloATm ON ata®utE RLa110[ AlralaR aPACaNO n taA11t4.YalD t►ACaIa t8loal„ a BalO01As M 1,E roltDaata Fxras FrN 1lIB ,1PgAtnl, ro BE raBnBtL REDUCED a1MaMo o6aBMta Ulaq rAc1oN WItIL NOT K 1Effi R1al wAAt tIArCN6 IAOGOED MR EACH AMCllgl TYPE AT AIL7ICIN LE00l0. NIOt■ 1NIW tp1 t/ati f/r. tp4 I/{'. t!4'tir MPerl a,AP-w aM-N aNle-o r rNI,WN aPAaN" PU a a a i 2'/2 a .•"..,� o...r ea i a a s a s ,n e,a,rl p.N.M :Igo a s 4 a ,n AtaR n kBIB � ♦ A{ 7 0 R VA ri 0 ve at NIMARIff- PhNiL mm rw a PLUS PINOWKIN AT arm INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA AT �W1 SEE 11 SEE, 11 `-NfENOR PANEL t-END PANEL DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) BAIT: s/1r - r MAXIMUM A.S.O. DESIGN PRESSURE RATING (o_a.t.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE (A.p avrr niaY m sLCT.re t k : r[YC Trn EOrt ,� • _ •_+•�• PAMEi 4YS7EL OM SHrR 131- _-APIRUWALE TO To Iva TO WOP, BLOCK BUICK - ,Naaw Aaa aaNN ,r „a,e lau,m ,A,a.N �- rAKa r•s1�21aa,r �' 11 m �s omaN1/r - is I - i - - art 7NRT 1a rolt AKC,NTM 7,•E a a►Atlo FOR IlMalt{r0101M „n0 ,N10D Fk1tBt BUlOalt IIIMM NICMea WICfaR 1.p 1atMr pIOL uOYC( IaW aowrm ON il.b 1aulAL raa LD. tN 1,HM ak,OATm ON BOHrOLL2 a,m1Utt NIN,M lAOq F AaA.IrLMPR lI,CK a,"•N a 11C1•aIAE BY THE FOu6B•ta rAnottt rON M OPOHrtON m t N'OBBetG amuGm ,.wr,o aNNRo 11!" laeroN a1,Au law rE LESS ll,w war tPAaBtB ,KWo"ro ra upl AMCIgN TYPE Na NnatW Lble,a Artofsl T1WW t/4ti t/.•. ,/r. t/4. +/r. prMl O1ff•alr �•4/ Iw AMaka aralaa a a a a a ,/a 'rraarr,o 1.3 a a a a a a.Ily wed s a i N a,n • /BRIa n NPBHOR r ,m ,m - ,AN 4a 3t tm ,m E1AWD ONLY FOR 60TALLATDILR AS PER BECW1o16 1 THUS) 10, ON SHEETS 4. 5 k 6) APPUONRE 5 IM1k!!r IIAEaaal ANIIIBIN >/arJ. F011 IA.. 3 t/r - AaO. Boaw ,NCW ,x TAM1gi a4N-N n6lutltBE FEMME O rAADaw[ R.W Blab 11n IWEBMac Ba1W,s / i wEMlr FaMrL 1MlN! ro ro ro m m ro ANY n0„11w,aM UDtOM t• ta) m Do,laMte emwau.�1E ro ceNraMtE i au ro utLTe,E MOL11 ro coaea t� m CONOE,E t ro oMNa1ErE or NtTM tP4L) 8' WA WA N/A 8' N/A 6' N/A r N/A N/A N/A t � 6• r N/A N/A 8' r r 8' r 8• N/A N/A 1 (BORON) 8' N/A N/A N/A 6' N/A 8' N/A r N/A N/A N/A 2 (TOP) 6• N/A N/A N/A e' N/A S' N/A S• N/A WA N/A 2 (BOT10M) 6A -7Z0 8• N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 3 a 4 (70P) >7-6' TO g-6' OR lass r 4• N/A N/A 6' 8' 8' 8' r 6' N/A N/A 3 (BOTTOM) 6• N/A N/A N/A 6• WA r N/A r N/A N/A N/A 7 (TOP) 8• 4' N/A N/A e' 6• e• r 8' 6• N/A N/A 4 k 7 DTDTTDM) WA WA 12 1/2' 8 1/4' 12 1/2' 6 1/4' 6 1/1' 8 1/4' 6 1/4' 6 1/4' N/A N/A S (TaP/eo7row) BOA, -53.3 N/A N/A 12 1/2• 8 1/4• 12 1/2• 6 1/4' 8 1/4' 6 1/4' 8 1/40 6 1/4• N/A N/A 8 (TOP/BOTTOM) -B• TO 11'-r 06.0. -72A N/A N/A 8 1/4' N/A 8 1/4• NjA 6 1/4' 8 1/4• 8 1/4• 6 1/4• WA N/A a (TaP/amTa) -6' m 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 8 1//' 8 1/4' 8 1/4' a S. 10 (TOP) _4!A 8• 4' N/A WA N/A N/A N/A N/A B' 6• 6 1/4' 8 t/4' 8 (BOTTOM) OR Cass 1rr• DR LESS 6• 4' N/A N/A N/A N/A N/A N/A 8' 8' 0 1/4' 6 1/4' 8 (BDTTpO N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4• 6 T/4' 8 1/4' f0 (BOTTOM) PLUS r AD w lez ,llatB to n AND to raa ANntoNs TPE a tPAcw Fna BRpitAlgl4 rro 8000 RIrE 1RUTAla u•WrM Nraloa ffI1CPtB6 AIO wrw NOE asD.rt ARE a01aWTD aM 7tBt >Ma■IAE. ra ED. Ut0 1wN akloATm ON ata®utE RLa110[ AlralaR aPACaNO n taA11t4.YalD t►ACaIa t8loal„ a BalO01As M 1,E roltDaata Fxras FrN 1lIB ,1PgAtnl, ro BE raBnBtL REDUCED a1MaMo o6aBMta Ulaq rAc1oN WItIL NOT K 1Effi R1al wAAt tIArCN6 IAOGOED MR EACH AMCllgl TYPE AT AIL7ICIN LE00l0. NIOt■ 1NIW tp1 t/ati f/r. tp4 I/{'. t!4'tir MPerl a,AP-w aM-N aNle-o r rNI,WN aPAaN" PU a a a i 2'/2 a .•"..,� o...r ea i a a s a s ,n e,a,rl p.N.M :Igo a s 4 a ,n AtaR n kBIB � ♦ A{ 7 0 R VA ri 0 ve at NIMARIff- PhNiL mm rw a PLUS PINOWKIN AT arm INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA art 7NRT 1a rolt AKC,NTM 7,•E a a►Atlo FOR IlMalt{r0101M „n0 ,N10D Fk1tBt BUlOalt IIIMM NICMea WICfaR 1.p 1atMr pIOL uOYC( IaW aowrm ON il.b 1aulAL raa LD. tN 1,HM ak,OATm ON BOHrOLL2 a,m1Utt NIN,M lAOq F AaA.IrLMPR lI,CK a,"•N a 11C1•aIAE BY THE FOu6B•ta rAnottt rON M OPOHrtON m t N'OBBetG amuGm ,.wr,o aNNRo 11!" laeroN a1,Au law rE LESS ll,w war tPAaBtB ,KWo"ro ra upl AMCIgN TYPE Na NnatW Lble,a Artofsl T1WW t/4ti t/.•. ,/r. t/4. +/r. prMl O1ff•alr �•4/ Iw AMaka aralaa a a a a a ,/a 'rraarr,o 1.3 a a a a a a.Ily wed s a i N a,n • /BRIa n NPBHOR r ,m ,m - ,AN 4a 3t tm ,m E1AWD ONLY FOR 60TALLATDILR AS PER BECW1o16 1 THUS) 10, ON SHEETS 4. 5 k 6) APPUONRE 5 IM1k!!r IIAEaaal ANIIIBIN >/arJ. F011 IA.. 3 t/r - AaO. Boaw ,NCW ,x TAM1gi a4N-N n6lutltBE FEMME O rAADaw[ R.W Blab 11n IWEBMac Ba1W,s / i wEMlr FaMrL 1MlN! ro ro ro m m ro ANY n0„11w,aM UDtOM t• ta) m Do,laMte emwau.�1E ro ceNraMtE i au ro utLTe,E MOL11 ro coaea t� m CONOE,E t ro oMNa1ErE or NtTM tP4L) 8' WA WA N/A 8' N/A 6' N/A r N/A N/A N/A t � 6• r N/A N/A 8' r r 8' r 8• N/A N/A 1 (BORON) 8' N/A N/A N/A 6' N/A 8' N/A r N/A N/A N/A 2 (TOP) 6• N/A N/A N/A e' N/A S' N/A S• N/A WA N/A 2 (BOT10M) 6A -7Z0 8• N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 3 a 4 (70P) >7-6' TO g-6' OR lass r 4• N/A N/A 6' 8' 8' 8' r 6' N/A N/A 3 (BOTTOM) 6• N/A N/A N/A 6• WA r N/A r N/A N/A N/A 7 (TOP) 8• 4' N/A N/A e' 6• e• r 8' 6• N/A N/A 4 k 7 DTDTTDM) WA WA 12 1/2' 8 1/4' 12 1/2' 6 1/4' 6 1/1' 8 1/4' 6 1/4' 6 1/4' N/A N/A S (TaP/eo7row) BOA, -53.3 N/A N/A 12 1/2• 8 1/4• 12 1/2• 6 1/4' 8 1/4' 6 1/4' 8 1/40 6 1/4• N/A N/A 8 (TOP/BOTTOM) -B• TO 11'-r 06.0. -72A N/A N/A 8 1/4' N/A 8 1/4• NjA 6 1/4' 8 1/4• 8 1/4• 6 1/4• WA N/A a (TaP/amTa) -6' m 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 8 1//' 8 1/4' 8 1/4' a S. 10 (TOP) _4!A 8• 4' N/A WA N/A N/A N/A N/A B' 6• 6 1/4' 8 t/4' 8 (BOTTOM) OR Cass 1rr• DR LESS 6• 4' N/A N/A N/A N/A N/A N/A 8' 8' 0 1/4' 6 1/4' 8 (BDTTpO N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4• 6 T/4' 8 1/4' f0 (BOTTOM) PLUS r AD w lez ,llatB to n AND to raa ANntoNs TPE a tPAcw Fna BRpitAlgl4 rro 8000 RIrE 1RUTAla u•WrM Nraloa ffI1CPtB6 AIO wrw NOE asD.rt ARE a01aWTD aM 7tBt >Ma■IAE. ra ED. Ut0 1wN akloATm ON ata®utE RLa110[ AlralaR aPACaNO n taA11t4.YalD t►ACaIa t8loal„ a BalO01As M 1,E roltDaata Fxras FrN 1lIB ,1PgAtnl, ro BE raBnBtL REDUCED a1MaMo o6aBMta Ulaq rAc1oN WItIL NOT K 1Effi R1al wAAt tIArCN6 IAOGOED MR EACH AMCllgl TYPE AT AIL7ICIN LE00l0. NIOt■ 1NIW tp1 t/ati f/r. tp4 I/{'. t!4'tir MPerl a,AP-w aM-N aNle-o r rNI,WN aPAaN" PU a a a i 2'/2 a .•"..,� o...r ea i a a s a s ,n e,a,rl p.N.M :Igo a s 4 a ,n AtaR n kBIB � ♦ A{ 7 0 R VA ri 0 ve at NIMARIff- PhNiL mm rw a PLUS PINOWKIN AT arm INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA E1AWD ONLY FOR 60TALLATDILR AS PER BECW1o16 1 THUS) 10, ON SHEETS 4. 5 k 6) APPUONRE 5 IM1k!!r IIAEaaal ANIIIBIN >/arJ. F011 IA.. 3 t/r - AaO. Boaw ,NCW ,x TAM1gi a4N-N n6lutltBE FEMME O rAADaw[ R.W Blab 11n IWEBMac Ba1W,s / i wEMlr FaMrL 1MlN! ro ro ro m m ro ANY n0„11w,aM UDtOM t• ta) m Do,laMte emwau.�1E ro ceNraMtE i au ro utLTe,E MOL11 ro coaea t� m CONOE,E t ro oMNa1ErE or NtTM tP4L) 8' WA WA N/A 8' N/A 6' N/A r N/A N/A N/A t � 6• r N/A N/A 8' r r 8' r 8• N/A N/A 1 (BORON) 8' N/A N/A N/A 6' N/A 8' N/A r N/A N/A N/A 2 (TOP) 6• N/A N/A N/A e' N/A S' N/A S• N/A WA N/A 2 (BOT10M) 6A -7Z0 8• N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 3 a 4 (70P) >7-6' TO g-6' OR lass r 4• N/A N/A 6' 8' 8' 8' r 6' N/A N/A 3 (BOTTOM) 6• N/A N/A N/A 6• WA r N/A r N/A N/A N/A 7 (TOP) 8• 4' N/A N/A e' 6• e• r 8' 6• N/A N/A 4 k 7 DTDTTDM) WA WA 12 1/2' 8 1/4' 12 1/2' 6 1/4' 6 1/1' 8 1/4' 6 1/4' 6 1/4' N/A N/A S (TaP/eo7row) BOA, -53.3 N/A N/A 12 1/2• 8 1/4• 12 1/2• 6 1/4' 8 1/4' 6 1/4' 8 1/40 6 1/4• N/A N/A 8 (TOP/BOTTOM) -B• TO 11'-r 06.0. -72A N/A N/A 8 1/4' N/A 8 1/4• NjA 6 1/4' 8 1/4• 8 1/4• 6 1/4• WA N/A a (TaP/amTa) -6' m 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 8 1//' 8 1/4' 8 1/4' a S. 10 (TOP) _4!A 8• 4' N/A WA N/A N/A N/A N/A B' 6• 6 1/4' 8 t/4' 8 (BOTTOM) OR Cass 1rr• DR LESS 6• 4' N/A N/A N/A N/A N/A N/A 8' 8' 0 1/4' 6 1/4' 8 (BDTTpO N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4• 6 T/4' 8 1/4' f0 (BOTTOM) PLUS r AD w lez ,llatB to n AND to raa ANntoNs TPE a tPAcw Fna BRpitAlgl4 rro 8000 RIrE 1RUTAla u•WrM Nraloa ffI1CPtB6 AIO wrw NOE asD.rt ARE a01aWTD aM 7tBt >Ma■IAE. ra ED. Ut0 1wN akloATm ON ata®utE RLa110[ AlralaR aPACaNO n taA11t4.YalD t►ACaIa t8loal„ a BalO01As M 1,E roltDaata Fxras FrN 1lIB ,1PgAtnl, ro BE raBnBtL REDUCED a1MaMo o6aBMta Ulaq rAc1oN WItIL NOT K 1Effi R1al wAAt tIArCN6 IAOGOED MR EACH AMCllgl TYPE AT AIL7ICIN LE00l0. NIOt■ 1NIW tp1 t/ati f/r. tp4 I/{'. t!4'tir MPerl a,AP-w aM-N aNle-o r rNI,WN aPAaN" PU a a a i 2'/2 a .•"..,� o...r ea i a a s a s ,n e,a,rl p.N.M :Igo a s 4 a ,n AtaR n kBIB � ♦ A{ 7 0 R VA ri 0 ve at NIMARIff- PhNiL mm rw a PLUS PINOWKIN AT arm INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA lez ,llatB to n AND to raa ANntoNs TPE a tPAcw Fna BRpitAlgl4 rro 8000 RIrE 1RUTAla u•WrM Nraloa ffI1CPtB6 AIO wrw NOE asD.rt ARE a01aWTD aM 7tBt >Ma■IAE. ra ED. Ut0 1wN akloATm ON ata®utE RLa110[ AlralaR aPACaNO n taA11t4.YalD t►ACaIa t8loal„ a BalO01As M 1,E roltDaata Fxras FrN 1lIB ,1PgAtnl, ro BE raBnBtL REDUCED a1MaMo o6aBMta Ulaq rAc1oN WItIL NOT K 1Effi R1al wAAt tIArCN6 IAOGOED MR EACH AMCllgl TYPE AT AIL7ICIN LE00l0. NIOt■ 1NIW tp1 t/ati f/r. tp4 I/{'. t!4'tir MPerl a,AP-w aM-N aNle-o r rNI,WN aPAaN" PU a a a i 2'/2 a .•"..,� o...r ea i a a s a s ,n e,a,rl p.N.M :Igo a s 4 a ,n AtaR n kBIB � ♦ A{ 7 0 R VA ri 0 ve at NIMARIff- PhNiL mm rw a PLUS PINOWKIN AT arm INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA INSTALLATION DETAILS FOR REGULAR PANELS Cif CiA INTO EXISTING WOOD STRUCTURES 1h10 ,MIRLLJAIE PlllO /fIh10 Ra1BlM1E PLUb !t4-f0 RNFLM7E B t 4• oc. r/ , T/r I i • t .• O.G W / Tp• /� B , •• oc r/ , 7/8' OOa7a1O W000 HO10lR m O06TN0 t100D IrAOEA ro N000 /! O98YNB POOD ro atlNW,e.,aWratm. w00D 11FUt0ER WOOD HEADER 1 . rats 1,6a '. eelt w 1+ONM,MM ! m, ,r. avAalatoa � 1 , I ou.a � ro aAr. 1 ( ro aAw , ,n•IraN,� a,t, .. __ M°"I6EE WRE�i�' ,av->Imo� ai NOTE j M---�/.,r-NM,• as I � �tE1rw•rN arnaa'y Vav 1 aysaaw/ a/rr . � � :. aM�aa¢w/ T/r••", f ala,v""aaNi,aetINS pM+v 1 -, � f a0i+palwp 1 1 I aw+tl• I YAz •aWOtl' ' OIMN AO • � • It ,/Y OL � �MR • ' a,/`ot I , ' J 1 1 .'. IAO SQEWS z� •� _ II,, � 1 : /hto Pw+uwTE � ND 1b7N Of PIA7E1 IUO tMaNN6 • Or PWE O.C. fM00[JM.D � E Mx "1 i �� AT taoavm of HATE f1ALE b/a., 90a.E 3/6-t• 9N4F 3/0.1 1. NSTALIATiM6 FOR AL7ERTMUIVE4 Bw, BW k 10W ONLY Lr,LD FOR N. TI(C/ BUILDINGS wrWH A.S.D. DESIGN LOADS UP To +43.a -48.0 p.a.T. AND a � Il�w w�ooD � 12corrtim+cTlork wood MEMBERS To � soun,ERN ���,j " �l`� FINE Iro. $ w/ SPECFIC DENSITY OF 0.53 oR EQUAL. �;�' J `� �'•: FLORIDA BUILDING CODE N V Hurricane ion• Rpg Frn OOH®BAETDNI DF StxlloNs N0. 4 i * me ,aTtxe. we 30 GAS BALVAM2ED STEEL STORY PANEL twig w: Tara k eorroM MaRFTsres CAN eE S*'• aRaVrm NW�N ANr wnr TO sort ANY �o 1 L E C O ENe. ��� �' �• °'°'c .ar saA a, •tla, .i"••. .> oANc a ant. !� AM" a tt r a m N■a w al+.. RII,C OlN)w-7a.4 A4A IMOIaa-aN0 20-1 T6 SSl •A �� l Ar,p.tr,-,r. r.pq Nl-.N MM.K N. L �N� pA`°aov a. Pc - - ,air n ED INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM 'y IA° """° o' INTO EXISTING WOOD STRUCTURES I 2 � I Eo I I 1 I I ��ay,i�aa• 1�kR10°' � raR1� 1Lyper� - I /r � ALTERNATIVE 1 ALTERNATIVE 2 , rwl• ,IAn•W iro •ris , •.a. rk I �jd I 1 1? E I c 011 m I aaeoutm t ,V )3 � ALTERNATIVE 3 ALTERNATIVE 4 4,. IN BIIE,r • r oa. r/ , ,/r lowkiNN rj ,/4q-m.a' u ,Aa . r os. oa ,/4v-ao PworME nzltlE n an ALTERNATIVE WOOD FRAME CONDITIONS k ANCHOR LOCATIONS n s m ni Rma ro r ' , w�aoo'r'' BOMo a/6• . t' RAT[ 1,0,[ : iW11O1 IaA016 NOT NIOaI. NOa OIMIIT cu cu Co CD cn WALL MOUNTING INSTALPat LATION ALTERNATIVE 1 W Baton TI/B' . r ,. a1BT1BlNgHO AN: ONLY 1AILp FOR IlkAllt r11M AS0. 0[alaM 10.,OS IR ro +ae3. -TLC N.T AND ,w,49 tOAITH u m f-r. L Pa[ M'E"i. �% L Via: � 0I O.i ql ®ISM,. m E BOUIIIOIN 7awA i � j O U L 0-0 O O O O nn'' W O LL G � L UVAI SHEET N0. SH 1.1 Fqm "'"••••-` (RISC SECTIONS ON LEERS 17. It n t 20)---- r MAX 3A/17. 0/17.L1/16. yWIT. 40/17. WAS, r 1' MIN. ftwr/16,, law/» • 6Aw/6D ' I w/». 7w/+6 6 w/36 1• T-- V� I O O O A-d ]11111 1114. 4 111 11 xxx�' r � -T ?_ -In MAX. SA/17. Wiz. 6A/,6. p/+7. ■/„ r ALL L-; WL 6Aw/H. 7AW/16 t dW/36 6Mt/!R 6M/16 1. yRl l -- ANCHORS (SEE SECTIONS ON 94M 17. 16. /6 At 2C)-- ---� OPTION #2 FOR UFE SAFETY STORM PANE L(t� ELEVATION SCALE 3/Ir-t• '� 1/4' WL av SECTION A -A SOME 3/ir-I• MAXIMUM A.S.O. DESIGN PRESSURE Max. PANEL LENGTH L 00 MINIMUM SEPARATION PANEL (p.s.f.) (SEE SECTIONS) TO CLASS CONDITIONRATING +55.0. -72.0 6•-6- 2 3/4• UNBOLTED .'1 _ •. 4� � •: •ilk. •: ] _ �� 'f •.:1. '_. 'f 1 .. ►r/lih fmW i�� r• EIti11110 _ m N.ia ! I t• Met GIANS PANEL ( t1 BEL 6EUa0 ESN • { EL LE ' (8EE NOTE � PANEL I j l LEwN hN ! � I.I. M.I.• ' !, i METE MUt 6' i I i cart. cart. ii i i 7 ■ 3/sr NAND MLR 1 i �4/6Y R j/J2• YID WWNIE,I (6E 1 4Y1 tAPCON; no sm i� - 410I TMOONwL/ 0 STUD) `l ! t 1 1NL TIWfi10EDOWO ' MIfD w LWM PbE116UO1/ R MD"C1N i Of PLATE of PUTS �j�tT00p TIME • WOOD PLATE L IIfAIJ. JIQII AL MMKIAM on sCL.E yr-T-� SALE 3/6•-t• �� I� 1. INSTALLATIONS ARE ONLY ARID FOR BULDE106 WHIN ASA MON LADS • AP TO .6t5. -no PIF AID I"&,$ U mm to 70 r-r. '• 2. FOR TEM WOOD PRAMS WIwTRUCOCk MOOD MEMAMA$ TO BE EDtIMM PEE NO. 2. W/ IPEDFte man CIF om OR FOUL E PAWL LENGTH ((w NaI 1 Sam COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1")------- IS.t66• ((OPAL WAOTII) 12.5Ln' (EFFECIME - '/4•-- - 1 �r \,� I � ST THICK EDGE �/ 2.i T �-L- LOGE TYPE \� GRADE YE.WIM WIAIL AJ L- - - A 4. 8-0 V. 1 Q STORY PANEL �i RE1�R�D 'A' TRACK PANEL'S 00 LP W/ HERED om �• .125- I �- ISOYETRIC VIEW DETIiL A 2.0 Ir ROUNDED CORNER • ENDS OF PANEL'S END LIP W/ HEMMED EDGE (JILTS) -it-.125- L -I `-3• LbKJ O7 ' 3M&x,) ALUM, ANGLE J2.GDD--J O J TRH .750' •OS• (7m) I © �B 11" RANG SONS -TB AWm. ALLOY (�i O 1 4 6061-75 AANn, ALLAY PANEL LENGTH em •.•'•� • r O.C. UVWAOED wm " W/ TAR U3 RE1MQ 'U' TRACK l OS' 2.o 6cr © 2'L5!UI0cJ ALUM_ ANGLE POURED an CDNCRM INSTALLATION DETAILS FOR OPTION 112 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WAGON ANCHORS 1//• TAPCON MK7gR6 114, TAN:ON ANCHORS as --ir D.C. r *Jr. POURED POURED ON CONICISI on CONCRETE gn =� 1 Blotal Mum sumI� ' +�/•• (�- ,� i jam- i ' E.D.• i co.• � I Eb.. TAPOON ARCM D.C. ! i j r EIWYgO. w I j r �RMaa w i t j r stws w ! ! RmM i 1 (ayjIt ! 47, -1 •7JLLJt'%m • • i YiN 7 isA"i -• '1"... � � ' ' ! Fry' N-INN • E.D.• ' I i E' • i i/2--- I 1 4.4-4w^S.S. ALL W/ Mir WASHR ;1/2• � 1/4Y-20t3 M& MS w/ --(f■nYdO . 3/3r WINO NUT 7 t /Y D.� MR NUT WAGNER i N 12 I/r O.C. IRA w OKYwmOND) i 77aS011 ANCHORS i�AOA[LED 1 4 Lt/CON A1101015 t 4' TAPCON ANCHORS 4 t/r O.C. 1 4' TMIAN ! SIUC) �. a4 (lT4A000ED W/ SRO) • 4 ,/e O.C. 3) cokvwm NCIE E BLOCK N no CONCRETE CT MOM Maw Roac COgoMgl7E eloac SCALE 3/6•-I• SCA 3/1r-I• SCALE 3/6•.1• SCANS 3/1r.t• = NIS >LL TOR AICTMIW T• Vila 1165 '�• wpm NNWCMD FOR ETL1AUEXi EI A1ID WORD r AMWWN WNMMW ?.0 a 1116E onamANCHOR MENRAI INANE R 89M I AND THIS M ONAM ARE ENITIIID ON t16 4wARwa a.r.r DtJ 3 fCl■IRE TOR EA lW TWI EWICIOEDON I %RU! NW"pa AMC" I►AFAO p ENImAE fra im WiAEy Ote•W Y Rh.1 a AR 4 111n o le0 ms M N M 10LTo WE iIo" PLII ANTS m WE P06MILI. OWING SMA t /R. J4 - D It u OIARSD IMNE Nmmm NYLL NOT M OE Cat MN M4W. TAWaO ON T OINMot PAT SAW MOM Ali ICIEDCRE Y Ijr ALLATJQlt WALE 3/6•-+- 1. ITSTAlIA7JOH111 ARE ONLY VALID FOR BUI OEOS WITH AGO. BEWOHI LOADS UP 10 +W-% -720 PBEND PA AM LENGTH HP TOS'-6•. L FOR NEW WOOD FRAME CONSTAUC1106 WOW MEMBERS ro BE IOUNEMI PIE NO. 2. W/ SPEOM Dump Or OM OR EOIAL J•/24 Pr@(NH NON I WIMI 1 •/24 r I J472410, 9 "/ B "M (D ' ® re an Am a UWE) W (EMHDaoE pItL1J fELHBIWR AWKa7 MITRIIW IVAlA1 K X •L• 4 muw -4 Ammm I BOA" - � _■R�nw� �R�Rm�IE-W� IIIiIIIiIIIlVlilllllllllllillillllillllll 0 ...a_.- 40 X -1111M T.• 40 X •L• RICH �• Mt >OE NONE +SOON__ PORT ca10NR AWHOMA N[ .,Wo- ,T ON MMFNPt INe NOR W0N0 F NIL.. yY WE IAr 'Y i ^' w ANTRENOOII ,� a ® � ® TEE 11EH,OIW a n1INt aR W/ a • >e tr . s (� 6E HAD �SMALL �ATwFAa, - FNTS OPOT N OLE T FACLI E FWOAOEDw wMHTYPICAL W NMpE W FAGU(Ai NN> P NK OD ro BE rNSMMLm IRGMSTM ELEMON FOR - IwM HANDLE m FACILM T / HNrENiED m BE N:ALm FROM ENDS GF stwew I•ME - , NAND[ 1• IrtWlcnwE. AIM - , //.• NA., GIP ��1/.- Mte. EIP 1/r IAac M T/4• tMw FLAP AIR 1-0"1••"AO.1) 1 SECTKIN B-B SECTION A -A IOME a/ar - I- elaai : SDI[ a/ar - ,• (I). DEEIDON OE 2211 UM E 2 NAMD TTOIt1 PANEL SYSTEM COMMIM OF PANEL + �- t TOP A,, PPANDMAlE PLUS OR 15' LONG NEL Sw. (1). 1XDiHDDN. a WFaWs 2TIDh E - 2 HANG S70RY PANEL SYSTEM tON86TRO /X PANEL + ttJ^'' BOTTOM M Cent TRACK TCXG t (2).(FO PAELS 6MMLL ALWAYS BE C013ECTD 70 BOTTOM TRICK OTHERWISE A STOP BM (2). END PANELS SMALL ALWAYS BE 000ECV ro 561 IRLL BY MEANS OF PAmEUwAT£S oR. IF USED r w 6 IANRL TRACK Ar BOTTOM E11D TIMERS (6J SMMLL BE PROVIDED AT TOP OF 9lRYF M1EU.S. IMF NUT OR /TED 10 wM/. 1/4/ �2a13/4� TRAMBSCEW TAPPED (3). IF PANELS ARE BD'7f0Y TRACK. COMECr10N SMALL CONSIST OF (Z)(E7LCiPF DESCRIBED CA NOTE 3 1/4 2a13/4 11-5 W 7 VIID NVT OR //4'INS 4' MI. THUMWSCEw Nro TMPN BOTTOM flON Oi FAS7EIES WY �AT EDMER OF TARO (J). FOR CAM WHEN END PANELS AREBLR ENO PANELS ARE NOT OOtREY:1ED TO /BORTIY TMCIFT'" (� FLAT FLANGES OF ENO PANEL HAAT .XSRO► loxDgERJOR LL BE PROVIDED AT TOP OF SIICI PMffIS. (4). N CASE THAT END PANELS ARE NOT CONIECIED 10 EOTTOM TRACK (La. A STOP BAR 6 Olr USED AT AT LFATT TRp PANELS S/NA BE CCNNECTEO To BOTTOM TRACK USMO RIPEST aM NMmE (3) ABOVE. N SUCH CASE, CONNECTION OF PANELS (4). FOR WdTALLA710N8 WREN END PANELS AND SOME la- PANELS ARE DIRECTLY IDLIDED To E05TN0 lllL WALL MEANS ai PANTEUNTES, ONE NIETIdt PMIEL TO BOTTOM TACK WY OCCUR AT ANY PANEL LOCATION. MAY BE USED JOINTLY w 7RLHL AT BOTTOM ATTAGND BOTTOM TRACK ro WALL w// TWO PAI ELIARM ggWN ON ELEVATION AID (5). SEE SECTION 1'. 3- t 4' ON SHEET 24. SEE ANCHOR SCHEDULE CH SHEET 25. W,. EDGE DISTA CII FOR TAPS dl , MEIOt P,iNEL IISED .ID LT' wJ ORES �j�� SUMS( T�HaroAOJACEFRPANELS ro L"YEFTT . RIGHT Sqf aF IN)6rALLEc 7•�j �,yM�-,�,"�pW 3P' ��' :p: • IN" OWvaAPS (VANED BY �. INSTALLATION DETAILS INTO EXISTING 1 4 INN= ANCHORS FOR POURED OPTION /2 FOR CONCRETE OR UFE CONCRETE SAFETY STORM PANEL BLOCK STRUCTURES 1 f TAPCON ANCHORS �r SYSTEM j-i�r atOR rr oa POUM I CONCRE E StDtl" i I i REMAINED _ 1/4' 01� _ i/4• t ;1 ! I ' r knit[ O e S t.M[ 9Y R®M j i . RBI IQ . � """•� � � ! c i RR • fAWAP "A ! f ' 14-,r1 PANEAA7E PANS M/ ' I I If-10-0 PRIIEIWOE PUS w/ /6-• a 3/32• tYNO NIR ,EtLldl I ■ 3/3r WIND MR TOWNS • 6 1/4. O.C.(■YONO) CONCRETE on CONCRETEMOIAw OONCE7E eEDCc SCALE 3/r-+- SCALE 3/8•-1- N0 44167 FLORIDA OWLDINO CODE 0 Voloo Wmdoom Zom * S �'•. MEIO WUwq W. rA. 20 BALE OALVANRED STEEL STORM PANEL a p ��`� oNAL s IL ECOIBLD. PROPKI Jr U.C.wtvv » '�OR 0M .m L•. S/ Ii11Qr yr NT •a. L r Mom, A ANM tt-.CAMP N+-n.. ti, faR -w. ^ OAE R. I^. 20-176 (M1)tI►�7N4 Np: OINJMI-"Mr ►L 7WM./tIWRR•/WIE �„ PL EAL�DI HAMN? 441 - - Mum w or IN $ EMIT » t f0 I011 MIGIHIIS tME • wift A10m IRIS t/4'a t/4'. ePOWH lWi wKCEHO FOR EI{O6LII1N016 Nm WD00 r AIIWWE MYLWW pU a a R16U[ 61NON0. MMEAM.ANHHWR IrRMEIEt AND ,NtMw mae IIWUIIE[ ARE HENUTo ON ns -wrRl.ra as a a a S 1/I ICI®lIf Rmli/ NCIIOR IMCRC M � WUNPLIW6 IFACEM lIDaM ON IRIm4E MMW 4.mA. ai• Del ARIL Wi IMfaR IN M FOIlOEWO FALTORL- lMlOMIWI m !< NOErIC R®tILtO f1NMW 06AII® UIN/I FACIDR EM111 NOT t UBR tlMw IMAM lIYIT/TS aHewm /OR WW1 ATTCIOR 7YK ON Ali ICIIBLIA[ r ILp IAe a -mom. �L NONE& TAM E_z NIL■ wwmu BAH L tLTBEEHY 1. E-2 RUM STORM PANEL SHOWN ON THIS PROCICT VALUATION DOCUMENT (P.E.O.) HAS BEEN VEAIFED FOR COYPUANCE N � LI) MINIMUM DABEOMIEHT OF TAPCON ANCHORS AND PpLLMM FEMALE ID t PANEMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (70. EDITION) OF Tiff FLORIDA, BUILDING. COOS. BLACK SMALL BE 1 1/4•. DESIGN . LOADS SWILL BE DE7ELNED AS PER BECOMM 16.OF THE ABOVE IIENiiHEp CODE. 0.2) MNBLALN EMBEDMENT OF 1/4-0 X I/6' CARAT-N ANCHORS SHALL BE 6 7/6- On CONOWL FOR A WIO SPEED AS dY 111E JUA601Ci1GN wHEIE THESE SHWRTERS 111LL BE NSEALL.ED AHD NO EMBEOMEM RNro ANY FI6SH MATEIRM. SMALL BE PERMITTED FOR A OWECIIONALII'f FACIOM KW.0.60. U911G ASTE 7-16 AND SMALL NIGT ELCEfp THE INOMUM (ARIA.) 1/4• 0-20 SS SIDEWALK SOTS USED SMALL BE LONG ENWOI(SIOUD ANY FINISH WTMAL Egsh To DESIGN PRESSURE RATNOT INDICATED ON SHEETS 25 t % DIGAGE 3/4- SAW ANCHORS, W DROER TO VERIFY THE ABOVE COMOIION. ULYMM DESIGN WIND LOADS DETERMINED PER ASCE 7-16 $HALL BE FIRST REDUCED M ASA). DESIGN WIND LOADS BY LM_TMY14 THELA BY to N ORDER To 0.3) II CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ro COMPARE I W/ WX. (AS.D) DESIGN PRESSURE MMM INDICATED ON 6MEEM 25 t 26. ANCHORS SMALL BE LONG DOUGH TO REACH THE MAN STRUCTURE WM SUCH PANELS. ANCHORAGE '., LIAU BE AS MENTIONED N ILI) AND N 92). '., N ORDER ro VERIFY THAT COMPONENTS AND ANCHORS ON TWO P.E.O. AS TESTED WERE NOT DYER STRESSED. A 33X NCR/ISE N ALLOWABLE STRESS FOR WND LOADS WAS AM USED N TER ANALYSIS, FASTENERS SPACING TO WOOD MAN BEEN DETERMINED N ACCORDANCE WITH R.D.S. 2DI6. (C) A' .BE NSTALLED FOLLOWING ALL OF THE IECOMAIDMTgHS AND SPECNICATICNS OF THE ANCOR•5 STORM PANEL'S ADEOUN.Y FOR IMPACT AND FATIGUE RESISTANCE NO BEEN VERIFIED N ACCORDANCE WITH SEC. ION ION OF THE ROVE MENTIONED CODE AS PER FENCI ATOM TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAT-201. 17. R 41WL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOlRDNM OF THE STRUCTURE WHOLE SHUTTER '., TAS-202 MID TAS-203. S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCEPT. BLOCK t THIS SYSTEM HAS BEEN DESIGNED ro BE INSTALLED ON THE OUTSIDE OF THE OPENING AtX:E$SIVG THE OPETTIgo FROM THE OR Wow FRAME SLA DINGS. ASIDE W/O THE USE OF A UODER ON LIFT. THIS APPLICATION IS MUM WHEN INSTALLATION IS MENDED TO WE PERFORMED 12. THE *WXLAION CMIRACTOR 6 ro SENfGULX ALL SNUM COMACHM EDGES mom REAINN N CONORUCUS FROM THE INSIDE OF STRUCTURE. � WITH THE BIN.ONG TO PREVENT WIO/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACK ALL AROUND FOAL 3. SERIES IWO NSTIILLAIM 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STILE WINDOWS WHEN ISTAYIAgN IS MQUIED To BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STOMA PANEL N3TALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWIIG PLUS ANY BUILDING IUD MID REGULATgN1S PROVM BY THE JURISDICTION WERE PEW 6 APPLIED !TO. 1. SERIES 2000 IlStALIA7gN 6 APPUCABIE ro SINGL,E AM 000BLF HUNG AND HORIZONTAL ALDERS SI7'lE WIDOWS WHEN INSTALLATION 6 110DUUED TO DE PERFORMED FROM THE wLBE OF STRUCTURE 14. AGRIUM WINDOWS AND DOORS, INC. E - 2 MARC STORM PANEL SYSIDA- 6 PLOW PRIDING. S. ALL MAN" EXTRUSIONS TO BE 6003-10 ALLOY AND TEMPER. (UNLESS OIERW76E NOTED) I& (a) ?HIS PRODUCT EVALUATION OOCIKAENf (PEA.) PREPAIEO BY Ti115 ENGINEER 6 GETIEitlC MD ODES NOT PINOYIOE EM" NFORM&MON FOR A SITE 9PECIFO POW- i.a. A 6. ALL ALWLNY SHEET METAL USED AT CLOBLUIWS SHALL HAVE 31W-Ht4 ALLpY. WHERE SIE COIN DENTATE FROM TE PLO. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE MO I6TKLATION NC.UDM LIFE SAm OF T. ALL STEEL SHEET AETK PANELS SWILL CAVE STRUCTURAL DUALITY STW- ASTM A-053 GRADE SO Min.. wvomo ED STEEL DOS PRODUCT BATED ON THIS P.E.D. PROVIDED HE/SHE CUES MDT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 5" W (AFTER ROLLED). THIS DOCUWR. CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSIBILITY S. ALL SCREWS 70 BE STAMM STEEL 304 OR 316 AS SERES ON CORROSION RESISTANT COATED CARBON STOLE. AS PER DIN (4) THIS PRODUCT EVAJJATION DOCUIEM WALL BE CONSIDERED Oft" IF MODIFIED. 50015 W/ 50 LEA YIELD STRENGTH NO 60 AN TENSILE STRENOTH t SMALL COMPLY W/ FLORIDA KJIDIIMF CODE SECTION 2411.3.3.4E (� SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REWTERN ENIGINEy3t OR ARCHITECT WHICH WILL 6. BOLTS ro BE ASTM A-307 DM.VAN2ED STEEL. OR AIM 304 SERIES SOMES6 STEER. WITH 36 TIN MR0MU YIELD STRENGTH. BECOME THE DICNEEF OF RBCORO (TALI.) FOR 111E FREEST AND WHO WILL BE RESPONSIBLE FOR THE pRppElR USE OF P.E.D.ENGINEER 10. ANCORS ro wAu SMALL BE As FOLLOWS: TO y�jERDCORD AFwOE ENGINEER TO IE P.E.O. ENGINEER. SHALL (A) ro I',DSINO PCK_4ArI. rnRrlsa• (A) 114 P.E.D. SMALL "FAR THE DATE AND ORIGINAL SEAL ARID SIGATURE Or THE PROFES90ML ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MAHRACT R D NY I.T.W. BUI DEX, INC. (WE. Fe-3102 p.a.L) THAT FO"AED IT. - 1/4' • X 7/6' CALK -II ANCHORS. AS AMMIFACIUED BY DEWALT INC. (MN. Fe-3000 W.) - /14-10 PAMELMAIE CLIME q t PAIELIYAIE PLUS ANC1T016, AP MVAIFACIIIRED BY ELCO CONSTRUCTION PRODUL:16. 10. 91gW TANNER WIRIFIACiRRE1tTi LABEL 9NIAL1 BE LOCATED ON A HEADILY V61BLF LOCATION Al 51DINM PANE. N (FA:-33l0 p.aJJ ACCORDANCE WITH SECTION 1700.6.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING. IAMM 70 COMPLY WITH SECTION 170BA2 O' M FLORIDA OLKOM COOS. A.H) MA M DMSCO ENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4" NO 2- FOR PANUMATE FEMALE 0 t PAI ELWTE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"e X 7/6- CALK -WI ANHORS SHALL BE S 7/6" INTO CONCRETE. NO EMBEOIENT MC ANY FINISH NAILNAL SHALL BE PERIITN. 1/4- 0-20 SS SD1WAUC SOLIS USED SHALL BE LOAD ENOUOI(SHOUD ANY FINISH WTENK ETWO TO ENGAGE 3/4- Al1CM101lS v-A. T�/! A3) N CASE ,ENT PRECST SHONE, PRECAST eoMORETE PMELS, aR PAVE76 BE PD,RD oN THE EKISTWNG WALL oR BOOR. ANCHORS SMALL BE LONG END" ro REACH THE WARN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL 3'�•�,10EN�:••.;� BE AS MENTWED N A1) AID N A2). 1110E 44167 (B) m EXISTING rrawrHE7e ILnrx WALL: - 1/4- A TAPCON ANCHORS AS MANUFACTIRRED BE I.T.W. SULOM INC. FLOBEDA BUILDING CODE V• Nurrmww - 1/4' P X 7/67 CALK-N ANCIOR4, AS MIMIFACTIRIN ■ OEWALT PC. (FIn.,S00 am ILIM W. 2B BASE OALVAtAZEB - /14-10 PANRELNiE FEINAN.E D AND FANELW7E PLIA ANCHORS. AS MANUFACTURED 8Y ET.CO COIISTRtK:710N •.'2 •••�i STEEL MOM PAM(L /RAN PRODUCTS (1` I 2071 p.LL) - .... - _ •„ INSTALLATION.. Q LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ma 4 d► 1y fR 1ELIMNU•'f" e.L M' �' G•O�O'EF d 4 E.W. 1 5 ' I 1 1 j 1 R 1 I I R a I 1 1 T 1 ` ass j � aI1Ia � a 14 r � m a,WL , 7 • pl � n tlAt , I /ANOINT EL � i aim AP ■tij r r � I a i .•r►IHryr � i «� ®w 2 WALL Yd1NiB10 NMST. Q TOILE 1 6 LAEL 70 � >M[ IPOT/IOMIOM RRIAI6N600 NOR 111[a M 610M N 4 i E • HWn . l • e®NANO. 6� a+ 1eeW o"°at OR WAS tMNW.p t1/W AN WTMr fa L6 O � Ta 6 WTOM TRAMWA06 aN IMP ® rD" MY IE• m SIT AWAY OffAIL1 E.L.. Nm pEaNAT SOLE: t/2' . 1' VIEW X �mmLE a IV 1 M TER r 1M1AA v a N cn j � U C � (v O Ca (� 0 � 2 5- 0 � O LL Y CD U) cncu o c*II CI. C cu !V 'A UI Q d � Y 3 = C CAo, � a � 3 eo A- a'+ aa o N c O U O ■ � VI W Q Z Z Q J a SHEET N0. SH 11112 VAXON A". M-W - qM= I " Or- =Rb. -.0-41 A +ft% -7363 70' OR LESS V. x 11W. &'3v +OM -75.3 M, opt ]LESS 2 7/0' 4� & 4*W - W ag/,4419- CAWC ILJ% MS & WMNLrr AT ORRUIP & 4011 Of PANEL LENGTH or PANEL Asm V6 VAUM M40CM WVA*M FOR L A 3 llr - AFPUCFALE TO A:%0.4MoTIAN Or THEM WAMUM PANEL umw v 00 TAPOOM clux-01 PANDAIATIT MAINE M PAMAM PLUS TO 1. TO "oe"N"' INACK ITO volicam 70 CONCIIEM suck To At camu� BLOCK To, I STE At +6&0, -75.3 12* N/A 1 12- N/A 12' N/A 12' H/A V & 2- (TOP) 70, OR LESS IT' .* lo' 3- S" 4- 51 Ir IV DORTON)+ 12' 3" 6. 1. Ir + N/A H/A N/A N/A N/A N/A 12 1/2- Omw) 71 H/A 6 1/2- N/A 4 1/2' M/A 4 1/2' N/A 3- (TOP) 12' N/A 12- N/A 9 1/2" 9 /2- N/A 3- (BOTTOM) '2 N/A 12 - :::./A 12 - A IL2 14/A 4' (TOP) I 2- r 12- '2' 4- * UMffED TO WO W. ASA OEM PPM3PJK RATING. 4 SM DW n MR ANCHORS TYPIE A, VACM Poll INSTALLATION$ INTO OM FRAME IMLOW � ANCHOR SPROM AND ~* OK DWOM AN MEADOW ON INS 904MIAL FOR Lft. UM 1%111 OWAM ON SOMU ANCHOR SPACIAKI BY A&IRV" mm saw ON soma IN WE FOUDWID FACNW MR THIS OPUWM 10 K POMML FEW= WMW MOM USM FACTO 11NALA ON K UISIL THAN WHOM VACM DOWD FOR 0014 NOW M AT APOCHM LEDM 1/4. I/r. f/410 1/41. Ift memo WNW W 2 1/2 1 I&A'Aft') W 0 = 6.0 sk) 3 3 3 11'/l 31/1 r .83 3 IA- IAM 'ss rq 1 + WALWM #A- DISTANCE KrWM BOTTOM OF PANEL I MC Q) TO MC 1/2* v M- r4l 1-0 ++ REQUIRES Mm DISTANCE BETWEEN 11101TOM OF PANEL 1 1 NO Q) TO BE 31111' 3/Ir v M.- 11,111ir-7,71 COMPONENTS FOR REGULAR. IJFE SAFErY & E-Z HANG STORM PANEL SYSTEMS ---1&12r (YOM WDIIO- 2.lWr- 1513' t--, L& WW MCM CL -411 1/4' Mj-- AV" 0 a 1 -37 .12W -1 on 12 L 6 3J.W gm ATM TYP. Z.2.c W ONAK 90 6-0 DAILY. DETAIL A 4Ir -ITYP) (J) STORM PM li- DETAIL A -2AW- PAWS SHALL SE MULM ALAINS FROM LEFT TO MW W/ lIr LEO Or TRAM MM WO NEUD AT DID AT LEFT NK OF PANEL. YM I= PAVAEL'S 90 LP or PANEL W1 AOAIW UM IN 1 .133. i 0.2wo 1 4017' OAM5 I - ISOMEMIC DETAIL A OR = ROL41DO COMM 0 DIDS .133' 1 -aft M' END UP W1 NEJAIMED EDGE. owl 7YP BOTTOM AErA&J 2 KEY 14OLE NAM 3. 3105-MI54 ALUM. ALLOY KEY HOLE AT EMU 2.IF4' .$M SHUT 9 FOR AOMMk UWtAMM IF SUEEW LENGTH 8 1 ONLY V" FOR forNIAMM wio wow simucium 1.2 To' L t 2.000' Aw 1-118 REV. 'He HEADER 'U' HEADM I" M. To V Me- @ J. iritAix PANEL HANGER .374, (USE ONLY FOR E-Z HANG 8, PAM! TV .276* SYSTEM) 6013-Ill ALUM. ALLOY 2. IT25�D ASO one MK .0m TAM= M F.P. 123- lk% E� 1TAM1W 24 CM GALVAMM STEEL STORM PANEL WAN ill. SEE slenm MAN. 11LIECOme. GLOBAL mmcnom PooDucm UC. �E� 4m ILV. IH D^W. FL XrF 20-173 'Fw TRACK MORM @ WM=D WINGINUT PHOW, he' or4mm ft BUILD -OUT or BULD-Off ck-cooms - I- - iw TRACK ANGILE (ZAIAMC 3 AULCTI) OLM & "U4 Al.hAt I I INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL In INTO EXISTING WOOD STRUCTURES 1/4'0 W 0 r ". W/ I I=* THMEAM PO4EMIM - :r.41 WOOD '11'0 LAD 0 Al. = W/ -To WOOD WADER. I/V# LAG Sm" 0 r O.C. W/ no OR ON 101" 1 llr lfil� DW.P= PDCMVAW -70 CAUM WOOD WFPM -TO ousim WOOD "MM 0 FA END OF QD #14.1* LMS. 6 OAK 0 FA END OF iMv.- LAC gown 0 a- o.c. W/ A 4 O-K fjus- sus =41 Tom --T THREADED PD47wm DETAIL I A, TA END OF mi. lj=4Ar To SOW HEADER e E p AM IA or MI - Owruis. I & (Sm /24 IA 4 Call, L IA T OF GIVE WAIL 1/24 A, NOTE IA OLD" 2 91141' Mirt. :(4'.-2GW4' .--ZDW4- 2 al'Ir w, 3 IN TO CLAW EVERY "o OT, 2 I/W Alh EADIN 0~ 1 10 GLAS& Y4'6-r 4' Ell 2 A/le. Not. , I 80%00= 10 OLAII& atuii.* A. 14'0- 3 ol'tft 7 mi 0 12' pw 1 4'0- 4- W L 10 N/ C" 1(4- -M.3/4- as I IA L am Bobo pocmT*mo 12 112' &C. W 4 * W "I Z:---] eL/ _LAD != 9 '"4jW Ill PE Al 1.1�2_ AND M 1 1 1 b'ZW� PTA" AT ON =0- 718'-W32' tA BELOW) 4-10 PAJIDWITEW P. 1 -1 fillk7u,"1000 [I PAr O'N' ? I MkL PDKMTM 41, 1 W .14 /4kLA RCUALLATION GTACREWS 0 r O.C. W/ -11, All SWO 0 C O.C. V/ ALI I I THREADED PDCMMM Amm (2 r 1. 'zi - - OF PLATE j:j nxr ON 04 EDGE 10,, r"' WOOD Ra OR ON DDK PLATE MEMO" FIAT TO GgILMC 01=NG, ALTIERNATNE 4"W 1. 14F[kLATOG ARE ONLY WLIO FOR OLOLORM WITHTAA��. DES" LOADS Tv SCALE i/4--l- Up To +I&*. 75.3 Pof AM PANOL'S LENGTH LOP 0 _to,. FRAME CONSTRUCTIONt WOOD MEMBERS TO K INOUTHEIAN '[%LSCAUE 1/4--l- 2. Eel NO WOOC­ 2. Ill SPECIFIC DENSITY OF 0.55 Olt IWAL .=No FLORIDA BUILDING CODE (Nigh voloclf�y H no mm I& No. 4 f' 157 20 CAR GALVANUD STEEL STORM PANEL rift M db AT TV AS I -:0MRV2V ESSW Go AT WrMK smuc, am i a . S . .. GLOBAL PRO11CTft PRODUCTS. U.C. am. OL10 /TIL7ECO..e am La 51 Saw - 1v u7ops OWL AL. 3"14 CAN K COkSOM IN ANY 14 A. W samm -111W Fft om,8.707 20-176 ON PAY 10 SIM ANY INSTALLATION. SCAM 1/4' - 1' 0 6 ok-OWII PX *41 =.NVIP Wr SHU1TD1 TRACK!; NOT swm CLAIM NALIMIIIW/Wft e= MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) a 1161001", A.S.O. PRESSURE RATING (p.s.f.) (+ W CONCRETE a om INSTALLATION t L+ L� MI) Ir-4. III-01 210 Is--O" 320 111-r J" Io,-to, 10'-w 40.0 10--f- JI 4" 01-11' 4r-4. Sao T--I- r-4" $SO r-r r-e no #I-j* r-r dav f'-O' I.-,. A&O r-Ir r-r 710 1-1. dr-101 a" 71-r 4r-r 0160 r-O. r-r no 01-91 r-1. B&O $1-91 r.1. 100.6 Ar'-s' - V-111 P00.17 :J, FULL? if" It" no W ULO 29 AT EMS nM* MAXIMUM PANEL LENGTH -L+- OR -L-- (ft.) 0 A-110. COON PRESSURE now (P-0 CONCRETE It WOOD AABIALLAITous t 2" Ir-O* 2" 31to Ir'-r ro,-r J11:11.0 po'-fir 411.0 am SLO f-J, I.,. Sao Ir-1. r.4. f'-r 4111.0 1.-,. 81-31 me T.'. d'-J, Sao r-01 #*-I* no r-y* 51-10, to" - I 3,-r fmo #'-3' 31-4* ITS.* MAIMMUM PANEL LENGTH MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED 4 170 M*A WIND 2. 170 uumarow" iterriva" mammon 30 OR um 1. 111/4' >3370 90 1. y 1/2* 7 i/r To 1. 7 1/2* A ---A As- - 12-% rvA11% A �U �IIATIPHAIIA �AYUVIU� wr�rom DIRECT MOUNT 1. v HELAVVI HEADER TRACK JMW Dew MOtW A'XIA* STUD MAU 350 1. 1. 4r 3r SE. "r TRACK 5r 1. 3r 42' 417" W so. Wk%- - -'MIM W, BE ,I. W 32- 3r W SD` 541' W 3' VAX . - Im SCHEDULE ON I, MAN. SHIM 1. 10 *11) rT --i- --T- r r -i- -i -r-r 7 -7 -r-rT AS 1/4. 3/4, 4/5. 5/5 111 6/5 III 2W/B. SW17 & 4W/7 �IdAl--r-r-r--T--T-r -I- T IIAXTEO PANDA W -9.S. Ms. SO, IT/ Eg:-" (SEE SECTIONS AS 1 -1 11-1 1 f I I T ] I V 1 -1 T-I D.M..(�). @. @Or@ It" j- MAK 1/4. 3/4. 4/5, 5/5 & 6/5 LVINI/S. 2W/G. 31111/7 & 4W/7 ANCHORS (su ScHou" am SUM 0. To REGULAR STORM PANEL In ELEVATION N.T.S. /4- hum. GAP, Oft 0~ -1 VICUE VALLEY) -I i [- SECTION A -A N.T.S. (2) PROCEDURE To KWUNE exAm" PANEL Leaft OM A POSITIVE A.S.D. OEM LOAD, DEWVAM I T INSTALLATION& PAID Now An Lam To * so "t. AuAx AAa PP139JK NATIONS I FLORIDA BUILDING CODE (%on 44167 am= xmm w- 24 BASE WANIZED STEEL STORM PANEL TE ZjILIECO GLOBAL PROTECTION PRODUCTSA U.C. 00111' 0 am " III MAW DOIL RL 33314 20-175 ... .... A.= PNM DOMINION OmAysim-7ime, fft -17117 909M NOTES ma�� lt� �- ---- -.- (r) F 1.4. PAND. DOCUMENT (P-E-O-) HAS BEEN VEWIED FOR COMOIJANCE IN ACCORDANCE I--- /4-11 TAPION MOOM AS MANUFACTURED W, SUILDEX, INCC ST, 1. WITH THE 2M (71A EDITION) OF THE FLORIDA BARLOW CODE "a STORM PANEL 94ALL NOT BE INSTALUM AT HIGH 11114-10 TE FDIAUE to AND PANIELMAXE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIRLCTM PRODUCTS. Z= MOCITY WW.AK ZOINES (MINA-DADE / MUMM COUNTIES). - 1/4.0 PER N.O.S. DESIGN WIND LOADS SHALL BE DEMUM AS PER SECTION IBM OF THE AWW MENTIONED OWE. FOR A BASIC WAV - 7/16'0 . 5/r WOOD BUSHM. AS DMTR&JrED BY ALL POINT SCREW, BOLT & SPECIALTY 00. SPEED As REQUIRED BY THE "ISDICTION WHOM STORM PANEL WILL K MISTALLED AND FOR A DVWCTOMM FACTOR KD-0.55, 11% A9CE 7-16 AND SHALL NO EXCEED THE MIUUMUM (AA.D.) IDESKIN PRESSURE RATINGS INDICAM ON 94EM CA) MONAN THREADED PENETRATION INTO WOOD OF EAMON M40�KM SHALL BE 1 1/2' AM 2* MR ELCO PVNELWE RUS 3. 0 Ttm 1 17. 1& AND PANIELMALE FEMALE ID - I OHM TO VEMRY THE ABOAS CONDITION. LLTU0kTE DESIGN WIND LOAM DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO &S.O' DESIGN PRESSURE #ATM BY MULTIPLYING THEM BY 0.6 Ill ORDER TO COWAK THICK W/ MAX (OkSM.) C.2) MMDAIM THREADED PDWMTION OF LAC SCREW. INTO THE I IP FRAME UNIT SHALL K 1 1/2-. NO THRE-01DED DESIGN PRESSURE MINN INVICATED ON SHEETS 3. 9 TIVIV 1 2 & 17. 15 PENEIRCTION INTO STUCCO SHALL K CONSIDERED AS PAM OF THE PEOVAM THREADED PDIEMTION IN ORDER TO VERIFY THAT M404M ON THIS P ED* AS TIESTED, WERE NOT OVER STRESSIM, A 33X INCREASE IN ALLOTwou: SrRESS FOR 00 LOADS WAS = USED AN THEIR ANALYSIS, FASTDIERS SPACING TO WOOD HAS KEN !DETERMINED IN C.3) M"MUM WGIE DITIN" OF LAC SCREWS. WAD WOOD SHALL IN AS INDICATED 94 THIS MARANO ACCORDANCE WITH 11.04, 201& STORM PMELS ADEQUACY FOR IMPACT NO WOOD RMWA14E HAS KEN VERIFIED *I ACCORDANCE MTN SEC" 1410111A.2 OF CA) WMM PMM704 OF WOW W90MG WALL K 5/8'. 1/4 0-20 SCREWS USED SHALL K 1 1/2* LONG THE ABOVE MENTIONED CODE AS PER AkVKM TEST LAB Or SOUTH "MA Won 101114.01-01 AM 00219.02-011. AS SHOULD STUCCO DUST. AND I * "'" 0 1 - MR WALLS WIN NO STUCCO� PER SSTD 12-" A ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #lt23.01-10 AS PER TAS-201 AND TAS PROTOCOLS. M40 AS PER CALCULATIONS PERFORM IN ACCORDANCE W/ SECTION 1004 OF C5) IN CAN THAT PRECAST SPONE. OR PRECAST CONCRETE PANELS. STU000 OR WOOD BOWS BE FOUND ON THE DUSTING 203 1- VALL. ANCHORS 944LL K LONG MIGH TO WA04 THE MAIN STRUCTURE OEM SUCH PANELS. FLORIDA BLNJM CODE. ANCHORAGE SHALL BE AS MIDRIONED IN CA). C,2) & C.4) 2. ALL ALUMINUM ExTRITSAING To BE W&3-TG ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHALL BE INSILAILLED FMUM4 ALL OF THE RECMUDSOOG AND SPECIFICATION15 OF THE ANCHORS MANUFACTURER. 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAME 3105-1114 ALUDY. 11. PANELS MAY ALSO K INSTALLED HORIZONTALLY FOLLOWN40 INSTALLATION DETAILS 15HOWN 04 SECIAON I THROUGH 8 CBREEPS 4 4. ALL SIM SHEET METAL PANELS SHALL 14AVE STRUCTURAL QUALITY STED. ASTIN A-W GRAM W IRANIAN. C-410 GALVANIZED THROUGH 5) DICEIPT THAT HEADERSO *13 SHALL NOT K USED, STEEL OCSIGNATION W/FY- 92.2 All OAFTER ROLUM). 9. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VOn THE SOUNDNESS OF TW STRUCTURE WHERE SHUTTER 15 TO K 5. ALL SCREWS TO SEE STAINLESS STM 304 Olt 316 AIS3 SERIES OR CORROSION RESISTANT COAIED CARBON SIM AS PER DIN ATTACHED TO VIWRIE PROPER AHCHORACF- INS SHUYVER SHALL ONLY BE ATTACHED TO CONCRETE. SLOCK OR WOOD FRAME MALORM 50018 W/ 50 W YIELD STRENGTH AND 90 bei TENSILE STRENGTH NO SHALL COMPLY W/ FLORIM EKNUDING CODE SECTION 2411.3.3.4. 10. EACH AEC" SIM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. Z 4. 5, 6 AND ALTERNATKS IN. SIT III, AIN ON A LEGIBLE AND READILY YISSLE MANKIND PWRUCTING OWNER OR TENANT TO SHEETS 4. 5. 6 & 7 :�� 0 DOLTS TO K ASrM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 345 kel MINIMUM YIELD StPOMM. HAEVE SECURE PANELS WITH ;E:;&E ATT DURM PMM OF WW� OR�- 7. ANCHORS TO WALL SHALL K AS FOLLOWS. It. THE IAWAJATION CDP~OR IS TO SEAL/CAULX ALL SHUFTER ODIAPONE1417 EDGES IIIHICH REMAIN IN CONTINUOUS CONITACT WITH YK WALONIG TO PMW WM/RW WINUSION. (A) FIMEM POURED colicam- /4-0 TAPOON ANCHORS AS MANUFACTURED BY LT.W. &AM, INC. (Min. re-3102 p4j.) IZ MM FOAM FWALLATION SHALL COMPLY NTH SPECS INDICATED IN THIS DRAWM PLUS ANY BUILDING MOD ZOWAG RECULAT*" 1/4' 0 A, 7/11" CAIA--VI ANCHORS, AS W*WACnMM BY DEWALT W- PRIPAIDEID BY THE A$raOCTION WHERE PERMIT IS APPLIED TO 1/4'd . 3/4' SOLID -SET ANCHORS. AS WTFSBLM By ALL POW SCREW, BOLT & SPECIALTY CO. (Nn. Fe 3000 P's'0 13. Its) IM PRODUCT EVALUATION DOCUMID(f (P.E.D.) PREPARED BY THIS [INGINVOR IS GENERIC AND DOES NOT PROVIDE INFCRMATlOAI #14-10=11 FIX" a * PANVLMOITE PLUS ANCHORIL AS MANUFACTURED BY ELOO CONSTRUCTICIPI PROCIUM FOR A SITE SPECIFIC PWXCT. 1.104 WWM THE 51TE CONDITIONS DEVIATE FROM THE P.E-O. 1/4-0 ZAAMIC NALIN ANCHOOM AS VANLWACTURD Of DE*ALT. W- (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND OWALIATION OCICM LIFE SAFETY OF THIS PRODUCT AA) Mff^Ko EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-. 2- FOR EM PANELMATE AND BASED ON THIS PI.D. PROMOED fjZLDO.CS NOrrDEVIA7E FROM THE CONW04 DETAILED ON ?In DOCUMIENT, CONSTRUCTION SAFETY AT SITE IS M CTOP ft3potagwirf 1 3/4- FOR ZAMAC NATLAN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL IN OONSOEM rAtIAM IF MODIFIED. AL2) CALK-ft III SQUD-Mr ANCHORS SHALL BE BAKDOED 7/8' 0"0 THE POURED CONCRETE. NO OMMMEW WITTO STUCCO, SHALL SE PEN�. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LOW MINIMUM 00" MUCCO VOST, (d) SIR SPECIF PROA=3 SHALL BE PREPARED BY A FLORCIA, REGISTERED DM*MR OR AROVECT MACH WILL OEIDCMIE THE AND I' MMUM FOR WALLS WITH NO STUCCO. AND MAY IN WADED SCRE" OR ALL THREADED SCREWS W/O WAD, DOGINEER OF RECORD (11E.0,P) FOR THE PROJECT AND WHO WILL BE NEWONSOU FOR THE BUT WITH WING NUM PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DIELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAVANGII FOR RE14EW. A.3) IN CASE THAI PRECAST V� PRECAST CONCRETE "MS. FNAM, STUCOO Oft WOOD IADARDS K FOUND ON THE VOSTING WALL ON ROM AMCHCAA!5 SHALL BE LOG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. (A) THIS P.E.D WALL BEAR THE DATE 00 ORIGINAL SEAL AND $IGA1ATVRE OF THE PROFESSIONAL ANCHORAGE 9UA1 BE AS MENTIONED IN A.1) AMD IN AL2). ENCOUR OF RECORD THAT PREPARED IT. (0) DO( b%kAME_I;--W. 14. SHUTTER MAKFACYLMrS LASEL SHALL K LOCA70 ON A READILY VMZ LOCATION AT STORM !QI AS MANUFACTURED BY 1. t W. Kft=. INC. PAND. SHUM IN ACCORDANCE WIN SECTION 17011.9.2 Of FLORIDA BUILDING CODE ONE LABEL SHALL K PLACED FOR VYE111Y OPENING LABELING TO COMPLY WH SECTION 1709.0.3 OF THE o . T/Ir COUXAN ANCHORS. AS MVWACYURED BY DEWALT. INC. FLORIDA BUILDING CODE- 1/4-0 x 3/4- SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. 014-10 PANELMATE FEMALE to AND PIVIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 1/4' 0 ZU" MALM ANCHORS. AS MANUFAICTURED BY OVINALT. INIC 0.1) MINIMUM EMBEDMENT OF TAPICON ANCHORS. ELOO PANELMAYM AND ZANAC MAILIN ANCHOR. WrO T14E FLORM BUILDING CODE (MOM High Velocity 0 i KOCK UNIT SHALL K 1 1/4*. S.2) CAIX-IN AT SOUD-SET M04ORS SHALL 13E EMBEDDED 71W 0110 THE CONCRETE BLOCK UNIT. NO %,44 9- am ILUM vvc. to. 7 24 GAGE GALVANIZED STEEL SIM PANEL ON - STUCCO SHALL K PERINITED 1/4 0-20 SCREWS USED SHALL BE I Ilr LONG MINIMUM SHOULD ExIst, Am I* hOMWA MR WAUS WITH W STUCCO. ar/Vt, 11LIECO.. GLOBAL POMUMN P1tODUC7S. LI.C. L 1,11 " col m to. a, snw 0.3) 04 CASE THAT PRECAST W&C CA PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE ORI 4%:"Mr� �'=Alo VAIL M 33314 . qjt= :w DOSTING VIALL 44CHM SHALL K LONG DIOUGII TO REACH THE MAIN STRUCTURE 0= ........ �2L Mae. ON)IN�74416 M oAAAyo_AM 20 j ANCHORAGE SHALL BE AS MENTIONED IN ILI) AM IN L2). NA n-1 M1. ,vNe, A I WOR A TUN 41- Px ROM LAA. a "lot OHM f ANCHOF 1 INSTALLATION INM POURED POURED CONCRETE CONCRETE A @tEaustm. DEMILS FOR RIEGULAR PAN CONCRETE OR CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK CONCRETE ANCHORS Ld) STRUCTURES CONCRETE ISEE SCHEDULE 0.- SHEETS I THOM., TO) ,A) (SEE scHuous ON SHEETS 9 THROUGH 10) EM, POURED CONCRETE OPT CONCRETE My. imounw. 3 1/4- Ter lux CONCRETE ANCHORS (SEE SCHEDULE Ell SHEETS 9 THROUGH I A IL TO CLASS. SEPARATION I EG.AqPA ft& (SEE ScHEM" (SEE: som" ON SHEET 3) =4 PANEL LENGTH ON WEET 3) I � 4. - (SEE SCHEDLU ON SIM 3) I� M- 11 MAIL PANEL LENGTH PAM LENGTH (SEE SO4MLILE CONCIRM ANCHORS (SEE SCHEDULE ON -\ --- I It--- ir (SM SD*au (SM SCHEDULE ON 3) ON SHEET 3) ON SHEET 3) SHEETS I THROUGH I --(I) I or v MAX sox OF V EJ1 E.C. EA I I/T Dow" I I/r ox 1 APPLICA"! li "C' � "A" am& m W" Q11 -at. AS MAIL 111 MAR Como" KM REQUIRED. CONCRETE ANCHORS I (SEE BOOM ON 1 r 12 I/r o'c, Lwe SHEETS I THROUGH 10) ONLY WHEN saw LEO LOCATION CAU(--IN DURING POURED CONCRETE An usm "I PAAWAAAM CONCRETE SUM ALTERNATE CONCRETE- POURED CONCRETE ANCHORS CONCRETE IN - RECURID AM USED. REQUIRED. (SIM SDVXA.E ON SHEETS 9 THROL04 10) (SEE: SCHEDULE ON SHEETS 9 THROUGH 10) BUILR;OA MOUNno SEMMN L WALE 3/9-1- W" WALL "ftV !FO MOLOIT avialm" WALE 3/"1" FLORIDA BUILDING CODE (111on ED. - EDGE DISTANCE fu�xWDMnTE l,vtmA A .44167 97AFE 24 UK GALVANIZED STEEL STM PANEL GLOBAL PRMCTM PRODUCTS. LLr. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINICS CAN BE ORII 0� ow " III snw OWL A. =% SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY .1. . ..... . ON)WO-M 20-175 INSTALLATION. .1-0 CD -Cu > 2 CD 0 CD- c:�_ o 2 Cu -&-.0 0 -0 CD -IP- a- Cn a) := CD ICU 0-0-0 0 -Cu (n 0 = 2 c- q 0 CIO c 0 .0 Cu LL %a-- 0 ICU > Cn a) 2 E ZO ICU 2 0- :E Cn z z W mi Z3 ia C`44 (\ �` -= G) M. LAJ L; Ca. M = (a CJ " 7 I= :P-4 LA- Cl- �2 E C, u INSTALLATION DETAILS FOR REGULAR PANFI 61) INSTALLATION DETAILS FOR REGULAR PANEL (I INTO POURED CONCRETE OR CONCRErE BLOCK STRUCTURES INIQ WDOD STRUCTURES W. ------- INSTALLATION DETAILS FOR REGULAR PANELM INTO WOOD I J i ALTERNATE CONCRETE WOW ANCHORS To GLAISS. CODE SCHEDULE ALTERNATE LEO LOCATION /TSEE SCHEDULE ON CONCRETE ANCHORS SEE SCHEDULE ON SAW 11) ON SHEE, 3) 4"Its, ENGINEER OR (SEE 99CHMMULE PANEL LENGTH a 4 '/4 ox� WAIN SHEETS 9 THROUGH 10) I-N- V, = =r") i ADEQUACY OF EXISTING WOOD Cn M= REMAINED. V ! Mdo. NAM TO K CERTIFIED By EXISTING POURED REGIFTERED LEG CONCRETE ANCHORS WOOD WA RV 2 "M ANCHORS (SEE SCHEDULE ARCHITECT CONCRETE I RECURRED SEE SCHEDULE ON I SHEET 11) (SEE SCHEDULE ON ON SHEET le ANCHORS ALTERNATE WOOD /4' 1 = low on CD "'I /4%1.vowow MAIL --r-SCHUXALE ON (SEE son" ON 11/4- swan m Mral Ile Ofl* StW III am 11) OR Al TV 11.11. " V/ Nur 17 -9- MAX, CONCRETE to Is cc MIUL. MAX. 12 tIr W- WOOD HEAO[B_ ED W000 ($a sewau ON KQL"tm Jan. i -00=0 SHEETS 0 TTH�ft" r REQUIRED ED qy- I I i AV I'v cz PANEL LENGTH r I- MAX LOW MAUNW SPACERS 0 12 1/2- VC ANCHOR (SEE SCHEDULE (SEE scHm" SHEET it) CIO �F�I:Lc. CM ON SHEET I IJ un. is. Sa NOTE T. LE A FOR LIMOILTIONS FOR Z 0 SEPARATION MAX 1 1/2- LONG summ. > 0� fao V MAX I TO GLASS. TO CLAW PANEL LENGTH PAMEL UENG111 IL ON SHEETS 0-#&L(SEE Ism saccuu: SEE SCHEDULE (Six SOMOM SCHEDULE TO CLASS. 9 a low (SEE SCHEDULE 11 -PANEL MADE FEMALE 0 OR PANEL MATE 0 (SEE SCHEDULE: I ON SHEET 3) -Fao ON SHEET 3) ON SHEET 3) t- ON SHEET 3) 1 IN SAW 3) SUPAPATION TO CLASS. SPACER AS L- meel. Zr L- - mu SCHEDULE ON SIM 3) 1 AT a i PLUS (SEE SCHEDULE ON SHEET 11) MAX -4- PANEL LENGTH SHEET 3) ?N LL I PAIMEIL LENGTH OWK FOR zAr".T.) fao umm call r-n PANEL LENGTH Mi.. -L- 6&x (SEE SCHEME I SCHEDULE T I -Al PANEL LENGTH (SEE SCHEDULE 94M 3) (SEE -j ON SHEET 3) T TRAM 3) SCHEDULE- PLATE WAUVED (SEE SCHEDULE --------- I "M N 1W SCHEDULE SHEET 3) ON SIDES 3) 0- i4s: DIRECT ON 00 OF V I I U) or 'Ll ALTERNALTM MKIL rid mr-1 SCALE 3/8-1* 1 SAS OF V Sox mi - SEE TA�EAVC ON $MEET I I FOR VAX. PANa LENGTHS OF V SPACIER_ r-. 0 12 1/2' D.C. 0 If-lIr our. LENGTH OF V ED FOR THIS INSTALLATION. 4 OF V i sox DESIGN LOADS MAK. MAX 0 12 1/2- OC. & I D.C. 0 AT 12 1/2 MOM, OX" CONCRETE ANCHORS CONCRETE ANCHORS (m scleoux OW-- (SEE SCHEDULE ON I WOOD ANCHORS SHIMETS 0 rowuc" I Of WALL Oft SLAII SHEETS 9 THROUGH d)- 2 1111' LONG MAX ALLWWJM T. Comorift) �-�SFACVIS 0 &a' O.C� VALID FOR STAGGERED W/ rimumm ALL CUM AND PANEL STUD WOM OR AM K I llr UNAT V.6 I 1 1 POURED CONCRETE (se: scienu ON TOM BLOCK am= POURED LDIC7I6 Plot SHEET SHEET 11) (it "=Low a Lam Ip A ONE wm ma� W" W-4' 2".4' WOOD pkgL -ws= ON CONCRETE ANCHOR an CONCRETE BLOCK 4 *9= OW ROOF g::;r p" -- (SEE SCHEDULE 0 ocougim. WX LONG ALUMINUM SPACIVIS 0 V 940 A NKNWOAMM 13011 ANCHORS REOLq=. ANCW VJLNO Now AGANO a THBEIM ANY Cu SHEETS I OC. (SEE TAKE 11 ON */s 5 TUG :;WL sovestral, M am I; i 3/4' I[SEE �IMDULE SHEET 11) CIA. L@ "; 1/2 PLA't NA'MnLo BAD! 3 MAN N ONUM TO REQUIRED Ull $MCNM oom THIN) aawom 9% =Wu POME 0 am SHEET ED _a4; WOOD SHEETS 9 & to.) PAM NPo[ AT 6 W (sm w1mr)" ON i0sawn Am- l-oftruo-olic �Amr a A 6=m-kpz 12 lIr oc. WNW "� am SHEET -2- Mh.- CMILM (1) WOW AMD coft 6 WALL uputinm /DI W/SPACMIM2 OR rAM 9 ft -0 W. (3) WAL 34 "K FAIAL UMN a Low 10 or a Apr wow = fAXTINMO MM LMM POU LDIMS AUAM ON GO muwAi mm POW LMN a MMI sew 14 SCALE 3/6-l' SCALE 3/8- 1' WALL ALSTEELT&PESP MOLIMT CELM AMn LINTING BUILD-40LIT MOLMMO CIO (4) X LOND rAcat owam fill SHALL It As somm am AL71RHATNIVE 31WW 4W WALE 3/8-1- WAID L 011PALVM OF I a Lees 0 IIA 1111 ONLY ALTEMUTM PON we Tows 1. 2 3 Mag . We= SCALE 3/0-1* WALE 3/6-'. ALMNAMME W1W (4) VAUD SLY MR wo E-Nes Troomm, me THE am pa urnoto or vW nopeA AN' � M SCALE 3/5-l' a 3 PON AM E @AD" am .......... Lu FLWDA BUILDING CODE (Mon HIETIT Velocity ZOM) FLORIDA BUILDING CODE (Mon High Vol"Ify NU no Zone) NCITIE FOR COMBINATION OF SECTICINS: NO.44167 nOINGA INJILDING CODE (Man Hloh Velocity Hurricane Zons) 7 1. INSTALLATION ARE ONLY VAUD FOR MAX. S.D. -an TAIMO, VOIL F^ a o. 44167 24 GAGE GALVANIZED STEEL NOR FOlt COMDL%MM OF SECTIONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. &S.D. NG.4416 am 7163" INC. F.P. Top a BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE .0 AND & LENGTHS 14TE OF STORM PANEL 70P AT BOTTOM MOUNITINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 24 GAGE GALVANM STEEL STORM PANEL PANEL 24 CASE OALVAHM SIM STORM PANEL z com ft DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANTY AS PER SCHEDULES ON 3 A Or SECTICIRL, W/c/� W/n/M INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD IILIECOinc. 11LIEC0,1119. we LD. -(EDOE DISTANCE Ill-.. blAltU GLOBAL PMCTW PRODUCTS. LLC. am COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE GLOBAL PROTECTICIN PRODUCTS. LLC. 001b. MEMBERS TO BE WMERN PINE No 2, ill/ SPEOIM /T-L R C Ome GLOBAL PROTECTM PRODUCTS. LLM SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE .Aqk 0 R I 4= 11A III spw INSTALLATION. m to xmw D04SFTY OF OM Oft EQUAL mm SAS saw z SHEETS 9 & 10) COMBIND) IN ANY WAY 'TO SUIT ANY o%WK 3m* 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION WOW INME, FIL 333W S%ML FIL 139:- P.M "4)no�78M PAN CM4)"D-SM ft=ll C04)IW794k M (nQND-GM 20-175 20-175 WARS ft MEMBERS TO K SOUTHERN PINE No 2. W/ SPECIFIC: Oka" ft INWALLATIDN. -A-SK -,== DE:NSrTY_OF 0.55 OR EOLAAL Im MON "E. ow 6 BY is SSISIBI I I I smove or is SHEET NO. SH 13 ...... .... ...-yam CASE A (PLAN) SCALE f/4•-I- �� 1 aa,t L w1Rs 1 913R W< L 4a W.; ---i _� -- mom=) Wr an OWL31-711 CASE B (PLAN) SCALE I/4•-I* © Q OR `2 +/2• Yh OANofa • ,r °� 2 + r. r . G-4 M u"m tm 000"' A4w:,r, wmr a .OW 310-11134 SHOT WpO A lK SHIN RAn CASE C (PLAN) SCKE 1/4'-1- r.rx Aar 310 1063-1111 AUAY CONr. ANGLE WIN 1/4'a . , TA►OON 6 1 O.0 R1IPILD oO„XREii CONt3ER_ _ IWaDMREQUI a YM• 1100E NAB[ G CASE D (PLAN) SCALE 1/4'-1" "-j 9110-1117P01AV31 OR an NOaWD �IMa liN1 At /POINH O 1 1 ® 2W Pe00 I A=O♦t► CPM NO 9L1BDMi 011 a orP Pon ON! eEOND r..ir0o0 Rwat -1 ® MOVIE IRMIRm A6 wPuO�E w 6 I,) OPENING WD" Nnl,eltm COwnRrz 1EOLOW) OR 2%r NOW FWM t 1 1EDuREa 1 3/r Mm 1 �© •© OR® rrliaA"T' rWMe a PARALLEL 10 wit eur Fw ANOIL) I � 1 CASE G (PLAN) M�eMAMt-MM.,t ,4EFi!�: T;�(/r SCARE 1/4'-1. MP • r m 3•;' •BEN • :✓9 WLD FOR DIRECT Moues INSTALLATION ONLY a "C CERTIFIED PANEL NSTALLATION AT WALLS W/ ND_ dd1R7 SURFACE LLV0. VARIATIONS WITHIN 3/4- CA E E (PLAN) SCALE 1/4•-l- CASE F (PLAN) SCALE 1/4"-1" (VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES iW THRU 41N. ON SHEETS 6 k 7) MAX. A.S.D. O PIROM 13SUR (PIING (Pyf.) MAXIMUM MICHOR6 1111ACING AR EA - AS SHOWN ON SHWIS 6 a 7 AWL104ME TO a AN1' W OW11 tAA7 N V PAMM LENGTH .L. (R) TAPIION LAC BGlYI PANELMATE IEIIALE D PAHELIMTE PWB WOW1SNWq OD Ir 13• Ir Ir 13' IV 13' 1r Ir Ir Ir tr (BO7ilem) a 1/2• 6 1/2- 5 lIr 6 1/r 6 i/r (m - - 61/4• 121/2• 6 1/4• (BAR.•) r-r r e e r- clam L� a . Is, r W - 3R MOTMO 1r tr ID• 13• ,r (+OP) -+5 OR LESS 13• 13" Ir Ir Ir 13' Ir 13' 13• 6 l/r Or (WP) 13• Ir 13" 13• r 1r (A DAO a 1/2- 6 1/2• 6 t/2• 6 i/r 6 1/2• (r0% >r-r µme. - - 6 1/4• 1 12 I/r 61/4' (6Wr.•) 4 1/2• C 6 T/r 6 1/2' (TOP) 4 1/r . 1/2• r r (BOTIOL4 10 1/r 9 f/r 12• tY 4' (AP) Ir Ir 1r tr I a • SEE TAaE %1 FOR MAX AS.D. DESIGN LOADS k MAX. PANEL LEMONS WHEN SPACER 0 IS USED• CDRRESPONOW ONLY TO ALTERNATE 2W ON SHEEP 6 1/4-0 TAPC ANCHOR M MAX A.S.D. PRESSURE PRIIAT S (p.LIJ MAXIMUM ANCHM SPACING; FOR L0. - AS SHOWN ON SWEETS 6 a 7 /PPLIONAE M300gam a ANY OF THEM "MAIN MAI PANEL lD 1M IV (R) TAPOON LNi SCREW PA/ELIMTE FDMLE ID PA NELMON PLUS WO(IO tr 1r ,r Ir ,r 111 lr tr 13• Ir r ,r ODWMG 4 1/9• 6 ,/2• a l/2• 6 1/2• 6 lIr IM-1 - - 6 1/4• 12 ,/r 6 1/4• (tOTf.•) 5'-0' r 71/2• t r - (1oh 11BB 7 lIr r r Or - 3W C60HON) Ir 1r Ir /r Ir m -0 +7y 75 1r Ir Ir IF IY it it +r Ir to- tr Ir Ir lY a ,/4• III 5RW- 6 1/2• 6 1/2• a 1/2• a 1/r 6 1/2- (TOh - e 1/4' 12 1/2• 4 1/4' mmP -) 4 1/2• r 7 "n. 7 l/r POP) ir r 5 1/2• r a' m 00110M) +r Ir tr Ir 51/2- (AMP) it Ir 13' Ir 16• 1" WWI • SEE TADI.E /i FOR MAX. A.S.O. DESIGN LOMS k WAX. FMEL LENGTHS WHEN SPACER 0 S USED. CORRESPIDMDIW ONLY TO ALTflRNKTE 21Y ON SHEET 6 -Lr E i1 e A.S.D. DESIGN LEWD LN 40 PSF OR LESS 6'-6- > 40 PSF TO 50 PW 6--2- * 50 PSF TO 60 PSF 5'-10' e MAX. PANEL LENGTHS ARE DOILY VALID FOR INSTALLATIONS W/ PANEL MATE fQMALE D OR PANEL MATE PLUS ANCHORS k W/ WfN-1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I PDIAED t/Ii TAPCOI �►OUllm CGO ONCRETE TE �N NlCllgt O Y/ OONCREIE BLOCK 15170M f �jXr?Ij/f:a�1:�a 11E *dM 16 If 16 FOR ALLYOOs RPE a WMM TOR 16UUXOHW Will W= "NOW EXBML >M� M MOH" MICRON AM MINU DOW O OOOX AK NOMM ON THIS SC OVAL FOR E.D. LEA I" "=am ON mma RO n Af100R W ra" mm"Oo WAGON sow an Sam" W THE: rounwo mom No rW oPMM m TO R mm SAACOW opmo um FALm ova "Or r HER THIN IMAM W$cm mom molt SAM AMIGA TYPE ON INS ICMDML ,p4 1/4*. now m 13Pf01 FMMLWK I ft now own 04 3 3 M 3 3 3 3 1/2 ._ w W IaN, UKK 6,tANQ 11101011 e.M - :- r Wee im atir- t/AN�310W (IAIATI) WALL T:"F.A -I I W PNEL LOOM (SEE B"WN ON O6ET i2) I I l (VAUD ONLY FOR PANEL1�i INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MAY A.&O. PRESSURE MYW9Y NDNORS SPACING FOR Mf E.D. PER SCHEDULE BELOW 4, AAPIUME $87rAw IIA10G1m 1D10I9 (R,) MAX A.S.D. DESIGN Fammum (0.G� IM MIM ABNCIORS SPAC6f6 FOR MN LD. PER SC/ IZILE ■l�OW IF APRN�iE MAXOM 12N6M (R) VPCON SOLD-SP �R ZAMAC-NMlf GLIr-N a � TIPOW smo-w FEMALE 0 RM LYMC-MmUH GLX-01 6 A W W ON=1r to A WHam S RQI 10 car A A W A 6 mic W l>F lld LESS 1r it IF Ir IF Ir Ir IF Ir Ir tr 1 !on UNI �-45 +GL -at Ir IF IF Ir Ir Ir tr Ir tr tr 1r I 1 1 Won Los it 1r ,Y 1r Ir Ir ,r Ir Ir ,r ,r IF 1 Otormm) ,r Ir IF Ir Ir it Ir Ir Ir IF Ir It I , (6onmo 1r ,3' Ir IF IF IF it it IF it IF it 2 crop) it ,r IF Ir Ir it Ir IF it Ir jr t 1/2 2 (TOP) Ir Ir Ir Ir tr Ir Ir tr 13• Ir Ir Ir 2 (BOTTOM) ,r tr Ir Ir 13• Ir Ir Ir IF Ir )r t 1 2 (SOIWY) Ir Ir tr tr Ir Ir tr Lr Ir it 1r Ir (T'o►) it Ir Ir it ,r ,r ,r Ir Ir lr ,r t 1/2 3 (WP) 2 1 12 ,/2 a 1/4' 6 I/r 2 1 12 1/2 - - 6 1/4- 6 1/4. 3 DICTION) - - 2 1/2-12 1/2 6 1/4- 6 1/4' 2 , 12 1 - - 0 1/4' 6 1/4. 3 (Bo11O10 r r r r r r r r r r 6• 7 t/r 4 CHOP) r 5 1/2• 6• r r 6 1/r r 7 t/r r r r r 4 WIG% r - r - r - r - r - 6• - (BORON) r - r - r - r - e• - r - 4 (WrRM tr ,r Ir Ir Ir Ir Ir Ir ,r ,r it it Our) 13• Ir Ir 13• ,r 1r Ir Ir Ir Ir Ir t i 5 (mm ,r Ir Ir Ir Ir Ir Ir 1r Ir Ir Ir tr (BORON) Ir lr it Ir Ir it tr it Ir it 13' f 1/2'! (101►oA9 Ir Ir ,r ,r Ir tr Ir 1r it Ir Ir 13' a (TOP) it Ir Ir Ir tr Ir Ir Ir Ir it it It 1 GOP) i 4' 9 1/4' 6 1 4• 6 I/r - - - - 6 1/4. 4 1/4' 6 DIGIT. - - a 1/4• 6 Ile 4 1/4• 6 1/4• - - - - 6 I/r 6 1/4' a ,r s• it to i it r 1r r 7 1/2 6 1/2 ,r 4 i I Cm► W-r 10 14'-4' lr r ,r 1r Ir a 1/r lY 6 1 t l/2. 6 1 IY 5 1 1 r-Y ms• Ir r 1r Ir tr 1 1/2 Ir 9 1/2 10 1/2 7 1/2 ,r r I (BOITOIQ it 7 1/r it Ir Ir 10• Ir Ir it* r 1r s 1/2' 1 own" Ir r Ir 10 , it r it Y 7 1/2 5 1/2 Ir 4. 1/2- 2 (W) Ir 6• Ir Ir Ir 6 1/2• 1r a 1/r 9 lIr 6 I/r Ir 5 1/26 2 (W) it r it it it .91/2 it 6 1/2 10 1/2 7 1/2 it 6 1/2' 2 (BOTTOM) 1r 7 ,/r it Ir IrN%4* Ir W ,I• r ,r 6 I/r 2 MMM60 ,r r 1r it it 9 1/2 1r 9 1/2 10 1/2 7 1/2 it 6 //r 3 Cron tr 7 I/r 13• tr Ir tr Ir T1• r I 6 I/2. 3 (MTOP�)w-� 2 I/2 12 1 6 Ile 6 1/4• 2 f 6 1/4• - - a 1/4• a 1/4. 3 (LOTION) - - 2 1/2-12 1/2 6 1/4- 2 1 12 I/2 - - 6 1/4. 6 1/4' 3 µ OTIO.) 5 l/r 7• 31/2' N• 4- 4 t/2 3• 6 l/r r 4 (TOP) 7 1/2' r r r r a• C 4 l/r 3 1/r 6 1/r 3• 4 CTOP) 6' r 3 1/2• 7 1/2• - 4 (eunol0 r r rr 5 1/2• 7 ,/r (WffOM) Ir Ir 13• 9 1/2' Ir I l/r 0 1/2 7 1/2' ,3' r (mPJ Ir 6 1/r 13• Ir ,r Ir lo' il• 6•(laqIr Ir 13• 9 1/2' Ir • 1/r 0 1 7 t/r 73' 6 1/2 DXRidI) ,r a ,/r IY lr 1r tr tr Il r(60ROH)lr !• Ir 10I/2 13• r tY r 7 1/2. 5 1/r 13` 4 1/2" 6 CROP) lr r lr tr ,r it a ,/r 9 ,/2- 6 I/2' it ! f/2- a CROP) e1/4` 614. 614. 6//" . ,.,4.8(60IT.••) - al4' 61061 C 61C - - - - IIle a1Pe SO 1MST it FOR ANCHM I'M 6 9PNWM IN 1636,mMW WM HOW FWW 61PUMM. felYm NOW 2NOM AM MMM FOR OWMt1R ASS PC== ON I M SOMRL IN LA LOW TERN 10013E0 ON SC„ ILK I®UR 4101011 MV" W OLIIPLYM SPACING SHOWN ON iC16alAd W re MAMO NCmm AI DO OOPTION A S6 PR3r1L ROUX® SPN** ONA1L9 0Po PA17W, NO L NOT aIOC THIN M LW WNW me*= POI PAN ANCHOR m O, no .•.-...e AND= Tht tpS 1/CP tµS tp. 1/C. 1/41 UPON WOM.W ,N" LMSSN, A "m g"m 3 a a 2 2 Iry- 1 1ry 3 3 try• r 3 airy• 3 a1fNlt0tal aM 3 a try• a /ry• i try 3 Iry- 4 Amm NOS umn It - _- em ,• ,uo on - ,m - em 1m Im •• SPAcm 1RLY UMW WHEN SPACER 6 SPACER B USED. SEE /1 FOR MW A.S.O.DESIGN LOADS k MAIL PMEL WHEN SPAUSED. ' O or 1/4- VAX. a MULAL A ASA Dow LOAD WGOMLNI PMIL umm 40 PSF OR LESS 6•-W > 40 PSF TO 50 PSF 6'-2- > 50 PSF 70 60 PSF 5'-10- e MAX. PANEL LEMONS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS AI W/ SPACER AT 12 1/2. O.C. PANEL LD,aM r-r • w RPNa CA -4oA (W/ Dow LIOSIN IIOI» r-r M +WA -64A P.af. Dr/D WWAIP MID poin NENoM BOLE» CAE HPon LOOM AT ALLLLIOIMINfS I I f I t INSTALLATIONS ORLY VAUD FOR IWIO N. SPEED UP TO 170 m.p.N. NAL ,TAP LIFE SAFETY STORM PANEL an ELEVATION (t) '�7�) SCAM 1/4•-1- % "- StDNM PANEL DBL OIWAi' WAGE Ilium ----.-- 0 r((')STOOM PAHM LIFE SAFET1 PANEL * : * FLORIDA SLNLDING CODE Non Nigh V4floc Murtbone Zone) EXTERIORoRSS DRHD* G���� Ta CBS* TLIM OIL _ IL E C O 11aB. 24 SAGE GALVANW STEEL STORM PANEL. F.P. W, • �• p am SECTION A -A SANE 1 4'.1• / �`� R' N•' N aM F1-.:,NCI �NIN01N P-NN 4m Lot. Of xnw 9491R 3A,4 PRO[. (S4)IS-7M4 mNC 06•)1Wa'el2l 20-175 Pt fAt/WOMnIS/Oe[ a -,axle 1e1LiM1 A i.. Pi oA1MO NN • • N@ 12 O O tv a1UP€E'fifPANEL WALL MOUNTUM WALE 3/0-1- IN= 1. INSTALLATION ARE ONLY VALE FOR AS.D. DESIGN PRESSURE RATINGS (Res. AND PANEL LENGTHS AS PER ELEVATION ON 1L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMMM TO K SOUTHERN PRE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EOU I- TAPCOf r.4• VolR • 9. O.C. RATE l"JIe ASA OEM LOAD L �NPMRL 40 PSF OR LESS 6•-6• > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF S'-10• A MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOW SET ANCHORS k W/ SPACER AT 12 1/2. O.C. a� L � L \■ 6 6 � i- s► � � t. t► . � 61 . i i MAXIMUM A.S.D. DESIGN PRESSURE RATING (D...f.) MQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PAN L n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D MSmumoNS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MIAfL A.S.O. POI SSIIRE IVITING UAIWNM ANGOIIS 9MCeN All MN E.D. PER SCHM" VI OW 41 APPUCAME YA16RM YAL A". PRE ON (;MSLO MNOMRI ANCHORS 7PPL'SID AR MIN EA PDR SGRODUE saw APPUDN" ItAfOH1M LDIVIN �) TAPCON SCUD-Ky PANDAMNE FEMALE 1) PLUS ZVAAC-IWl1 CAW-N a 1Er01N ( ) TNtiall SOUD-SR FEMALE ID KLD 7AMAC-NNJI CAUr-14 a �, A W A A W OF WoM A mmm OF 1NE11 »i0. m +7s. -7s +r „• 13• ,r ,r 1r Ir ,r 1r ,r ,r ,r , V-r OR LL$ +>m-TC .,IR-41e6 1r 5• Ir of w a1 1r 61 71 11 1r 41 + OR LEE ,r It' IF 13• Ir Ir tr Ir Ir fY Ir ,r I dDITa11) Ir 6 ,/2• Ir 1r lY r 1r r Ir 7 I/r lr r i (sumo ,r 1,• Ir tr ,r IF tr Ir Ir ,r Ir Ir 2 (TOP) Ir r it 0 t tr 6 //r Ir 6 l • 7 I/r 5 I/r Ir 4 1/i• 2 (A►) Ir „• it ,r ,r lr IF 1r IF ,r 1r tr 2 (wrim) Ir r tr ,r Ir 9 1/2- Ir 9 l/2• o , 7 1/r tr 4 1/Y 2 IIGIIGIG IF $I* Ir Ir 1r Ir ,r tr 1r tr lr W 3 M" Ir r Ir it tr 9 i/r far 9 l/r 0 i 7 1/r ,r r 3 MP) - - 2 , 12 1/2 6 1/4' 6 I/,V 2 , 2 1 - - s 1/4- 6 1/4. 3 00"" - - 2 i 2 , 6 I/4• a 1/4• 2 , 6 1/4• - - • 1/4' a 1/4. 3 (WYMQ Ir r r r a• r r 6 I/r r r r 4 1/2. 4 (AMP) Y ]• r 5 +/r r 3 I/r r 4• 4 I/r r e I/r 2 1/2. 4 DAP) r - r - r - r r ir - r - (POTTOM) r - 4 lrs' - e• - r - ! lIr - 7^ - (BOTTOM) Ir I+• ,r tr Ir Ir Ir Ir Ir Ir it to* GOP) tr 6 1/r Ir tr lr r IF r to- 7 ,/r IF r C10% 1r I,• Ir tr Ir Ir Ir Ir Ir Ir 1r lo• (MIT" Ir 7' Ir IF 1r 9 1/r it 9 I/r 0 , 7 1/r IF e' 5 (ODTW Ir III Ir Ir tr IF IF it 1r IF it tr a (MP) 1r r 1a• o , 1r s 1/r IF s IN 7 IN s ,Jr IF 4 i/r a cw) _ _ t ,/4• 6 1/1 a 1/4• a 1/4' - - - - s 1/4- 9 ,/4' a (SETT!' - - e 1/4' 6 1/4• 6 1/4' a , 4' 6 1 4• 61 1' - - 6 1 1' W 1/4- / 1r 7 i ,r ,r Lr 1r IF it „• a• IF s i 1 W-r TO r-r Ir r Ir 0 1 1r e , ,r s , 7 1 e , +r 4 1 1 TO Y-r tY 7 1/r ,Y 13' Ir 0 , jr 10 , I i t' IF Y , D1orI0A0 Ir • 1/2' t!' tY tY P Ir s• 1r 7 1/r lY e' , (BOFI0M0 ,r 7 I/21 ,r ,r Ir IO' Ir to* 11• 1• ,r 6 1/2. 2 (ICI% ,r r tr o 1/2 it a i/r ,Y s yr 7 ,/r 5 1/2• ,r 4 l/r 2 (1" 13' 7 1/2• Ir 1r 1r o , Ir o , 11 I/r r +r 7- 2 (BOMM) Ir r it 13 1r 9 1/2' Ir 0 1/2' 0 1 7 1/r +r 6 I/r 2 (sor"00 Ir 7 I/r tr Ir Ir o , Ir o 1/ 1 , r IF r 3 (Ton Ir r IF +r tr 9 l/r 1r 9 ,/r I/2 7 l/r, Ir r 3 CIGP) 2 1/2 2 1 6 I/r 1 1/4- 2 I/ 6 //4• - - 6 1/4• 6 1/4` 3 (6011011) - - 2 1/2 12 , 6 1/4• 6 1/4- ,12 1/2 6 1/4• - - 6 1/4• a i/4• (6OTroN) 7 t/2• J t/r a' r 7 1/2' .• r 4 1/2' S" ] 1/2' r Y 4 iWP) T r r 151 T 3 1/r it 4• , 1/2' 3• 4 1/r : 1/2' 4 lTQ) Or - r - a• - 1• - r - a' - D,oTT0f0 6" - 6 7/Y - 6' - r - 6 1/r - Y - (tOltOO it 7 1/21 tY ,r 13• 10 / 13• 0 l/2 I t 6• lY T c+'OP) 1r 9 I/r Ir it tr r 1r r tr 7 1/2- it r (HI% IY 7 1/r tr 1r Ir 0 ,/2 /r 0 1/2 1 1/ r Ir 7- (6Ormo IF r 13 13' IF 9 t/r 1r 9 ,/2' 1/2 7 I/2• ,r r (Purim) 1r 7 1/r tr 1r 13' A 1 ,r IC i , (,oP) tr r 1Y I. 6 //r 13 6 ,/2' 7 ,/Y s 1/2' /r 4 Imp ATOP) 6 1/1• 6 1 4• a 7 1• 6 1 4• e l 4• a 1/4• e - - 6 1 4' 6 1 4. 6 1 C a Ile - - - - 6 1//• 6 1/4' • u amm r 1t F01, ANN = IfrW a Irmo me miximo s MW um mm Hamm • M1 AN AI OMA WOMMW NO 1NPtAm WR OWNIAM ARE NOG,® ON HS IMMULL PM EO. um I" PMCAWO aN sm"As ma ANGOR WHOM W 111A.7MC11O MUM COIN ON SCHWOU W THE FOUGe24 WMIS, MR HS OPMMTION m S P UKL MM SARONG O/fMIm USO PLW= NHLL IOC S It= TOM 121MM W MM NOCAMO IN SCH NOW IYPE all, Do t/41 I/r. ,/41r I t/4.1 1 1/4'. Ile. Alma TIPS .AeIR aWsar ad" ammaS N,COI wimm Do) 3 3 1 3 2 1/Y 2 t/2 ON py 3 3 f/r r a 3 ,/r 3 3 3 1/2' i ,/r 3 in 3 try• 4 OMAROBd4 ==Z m" m WNW FA01011 21/3• aN 4m - - - nm r a3P o3► - ,m - om ,t _ ,m ,m • SPACINGS ONLY VALE WHR7N SPACER 6 USED. SETT 11 FOR MAIL ASO. DESIGN LOMS k MAX PANdl WHEN SPACERCIE P TAR ON • su sum Is a to MR ANCICN AIOM vm 1/CP wpmW Tim a SPNJO FOR o4v4 Aral Pill) FOAL. MMamm ,MR2m ANCHOR SPWX 3 AM MIN" fMM2l Ammon WNdM W 3 •M21MMrw 0-N.N 003 OK 01631-1HC[ ARC NO,GIm ON 11At iWmMt AIR La. Lns 740 solom ON SC60AE SOLICE ANCHOR WROM 4erN1pW 4~N.PM W1,a10W a W ,rLIPLYIM MPcaW MaaH aN SCra1UE W W foUORRC FACIM AMIL umm1= W RMRR , , an RR BS CPUW „A m POBB LL 101000) WACMO oemin Ulm F/CION NULL mof 66 I= 7" , t Wa1 ,• ea0 mmum WWPOMD 010"= POO EACH ANCHOR TIK Ol IIS IC MALE 31 - 41 411G• MKS. :�iliLf!T:S]J;iy h#?T�aiil , a CODE UAL LENOIN nON rT 12) INSTALLATION DETAILS INTO WOOD r NOD iWAOER EOUaEO 1 41, tAPCON rQR LIFE SAFETY PANELQ) STRUCTURES NEAceW t 4Y lAPC0H1 •rO.C. t ' •rO.C. ` Z �\ 2• r .. r-11 1 EIIISC( I _ V41-3en• . CLASS 1 Ya7 N I Lem 00 - I _ _ ___..-. __.`• - ; a V MAX. t-MAX PANEL LENGTH H , I SEE uramom I i (ON :.___ (oFi > EET 13J N 12) a +' Ian. 1 ro ,Iwss. LMS. L t 1 I N I - N 1• Mln. 1 { Nt---SiPAW1ASS L/2 1 1 srtd 4n MI 1 m. i aMyr OG; I 2114' 2w' PLATE1) R[CNIIED E,� '� , 4N PNEW0.TE Pus PLATE KUARED ! 1) I/4Y PNELNIITE PLUS 1 ANCHOR M 12 1/r O.C. ANCKOa N 12 1/2. O.C. �1 � I' flow ag WALL H••NINNN A. rlwr SCALE 3/8-1• y(Ea •� •.!(� 441dT FLORLDA BUILDING CODE Ian Mph Veioftaftty )Io on# Zone lIRRS * : •�: STATE OF •Q. .Ron tlwx C 24 GALVANUD STEEL STORM PANEL GAGE rr WeIM, ar. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. S.D. DESIGN PRESSURE RATINGS (p.e.» AND PANEL 4Y • p'•• f�DR '` ,L ECO AL PROTECTION PRODUCTS. U.IC. aryFryps oWW, LENGTHS As PL7t ELEVA7'10N oN SHEET 12, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ftN$ /( P. 42x u 2, M1Q aiMM'- -776M MEMBERS TO BE SOUTHERN PIE No 2. W/ SPECIFIC rhNMMKMWN 1."W..: �.N., 4r ROW,(M) r�psrlWM-errF 20-17s DENSITY of ass OR EQUAL- �4• •• m • r aNM,a� Pt 2WA W W M ftft �io -6--f i N 03 N C -0 Q=3 Q 0 2 C tB -a cu O i u O O O CQ O _O cu LL 0 > . E ate-+ Q COcn Q a z z W ,J N O o N � - L �1 ;p W [V CD=O c r; O A i L t0 V N w �m3K A O 1- .� N 4/ O a .""• GV Y ty ,s � c o Y a CU, � C C N O.� C Ka o d 4.3 C3 cn W _� U) cu O CL - U O QL- ._ m W Q z Z 4 A.� SHEET NO. SH 1.4. I I I lu I I - - I I L I - __ I I&EZI/18, EZIW/18 ANCHORS _(SBE SECTION EZI ALTERNATIVE EZIW ON SWEET 18) -3, MoN. -�3: M. INW: I (SIVE NOTE 2) NOTE 2) 41/16'0 ALUMINUM POP RNET LAST PANEL(j) TO BE INSTALLED AT EACH. OPENING S-AUL ALWAYS I?f A. 6-1 0 6 d+ PROVIDED W/ REAR HANDLE TO FACILITATE INSTAL�LaTiDN iF 1JTiFNDfD r �O BE INSTALLED FROM INSCE OF STRUCTURE A f NOTES (1). QLEM ly 2001 E-Z HANG STORM PANEL SYSTI Y CON + Conit. TRACKS TOP & BOTTOM. a:M (iND' PANEL) R ANEL) (INTERIOR PANEL) PAPI I LEI NOTES 2. 3. 4 SEE NOTES 2. 3. 4 (2). ENO PANELS SHALL ALLOW .9E CONNE 10 BOTTOM TRACK OTHERWISE A STOP At TOP OF SUCH EAR BE =Ep PAND. LENGTH PANELS. 0 4/- 40.0 p.m.f. (3). IF END PANELS ARE CONNECTED TO BOTTOM MACK. CONNECTION -tw �L I/ 4'e-20.3/4" M.S. W/ 7/8"0,3/32" WINC SMALL CONSIST OF �in. THIJUBSCMV TAPPED BOTTOM NUT OR 1/4 00/4-INTO s. TRACK. L6CArON OF FASTENERS MAY BE AT EITHER OF TWO (Sm SECTIONS AS,APPUCA1W I I "TERTIOR FLAT FLAKES OF END PANEL. GRI. (4)_ IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM MAIL TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED 0 NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF I J-1 LL_142!5� Ll�i�j_L lj�ZLILLL -1-1 PANELS TO " TRACK MAY OCCUR AT ANY PANEL LOCATION. 0 Ai SEE, 4- 3- NN­ I LSEE I a man. t INSTALLATIONS ONLY VAUD FOR WIND Lr. S ANCHORS TE 3 SPEED UP TO 170 rin.p.h. k� -1- IEZI & ALTERM71VE EZIW ON SHIM 10) EZI/18, E71 W/1 8 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM SCALE: 3/32'-1" 2."7-oak mew pp i WHOLE \7 7777771 1/4 MAIL W SECTION A -A ................. SCALE 3/32--l- EN FLORIDA BUILDING CODE (Won High ValocRy Hur lacrue Zone) 24 GAGE GALVANIZED STEEL STORM PANEL 44167 ORNNININ, GLOBAL PROTECT IE C 0 ION PRODUCTS, LLC. "oar! SI IIJE 0 S TILUT YESTI" IN ENGINE! iPviL , III'. 20-175 IN' IHITT ry f- NGINEERING iick� � I � I __ - ENGiNEERINs EXPRESS PRODUCT EVALUATION REPORT September 15. 2020 Application Number 17869 1 - R2 EX Project Number 20-31543 Product Manufacturer Ali American Shutters and Glass Manufacturer Address 1540 Donna Road VVest Palm Beach FL 33409 Product Name & Descnption 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Guiding Commistuon) Rule Chapter 6IG20-3 005, F A.C. tor statewide acceptance per Method I(d) The product noted above has been tested andlor Evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended. at West equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions Substantiating Data: A PRODUCT EVALUATION DOCUMENTS EX drawing #20 31543 tilled'24ga Galvanized Steel Storm Panels (HVHZ A Nw-HVHZ)*, sheets 1-5, prepared by Engineering Exprass, signed 9 sealed by Frank Gennardo. P E is an integral part of this Evaluation Report . TEST REPORTS Uniform static structural performance has been tested in accordance With TAS 202 test standards pet test report(s) XBT-ASG-17-001 by Blackwater Testing Inc Large missile impact resistance and cyclic loading perfoinnance has been tested in accordance with TAS 201 and TAS 203 test standards per test reporths) VET-ASG-1 7-001 by Blackwater Testing Inc A STRUCTURAL ENGINEERING CALCULATIONS Sftuctura engineering calculations have been prepared which evaluate the product based on comparatIve and/or fatonal analysis to quality the following design critena 1 Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 ENGINEERING E XP RESS. CON E Not IN Ee ftINGEXPRESS.COM L r, 71 A XE, I- 1 -0-:1 uU., -:-A; ENGINEERING wk Page 2 of 2 All American Shutters and Glass - 24" Galvanized Steel Storm Panels No 33% increase in allowable stress has been Used in the design of this product Separation from glazing is not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evIdenced in previously listed test reporl(s). and is accounted tot in the engineering desugn of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span scheduie(s) on the respective Product Evaluation Document It e engineering draming) Installation This product shall be installed in strict compliance With its respective Product Evaluation Document (I e, engineering drawing) along with all components noted therem, Product components shall be of the material specified in that product s respective Product Evaluation Document ii a engineering draviing) Limitations & Conditions of Use: Use of this product shall be in sInct accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule Host structure conditionswhich are not accounted for in this, product s respective anchor schedule shall be designed for on a site-spec,fic basis try a registered professional engineer All Components which are permanently installed shall be protected against corrosron, contaminabon, and other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respecilliully, .... ........... �, 41-1 Frank Bennardo. PE ENGINEERING EXPRESSO OPE00465491 Cen. Auth. 9885 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMOENGimetittioGlExpRess.com ENGINEERING EXPRISS.COM H MOUNT 9ccTIoN &I %civrv-4-" A, �vs. lgi A , C,-z P T in Nd .;rl U). 8 . 'RIC ,xo lz� 2 9 F U_j I 20-31S43 I E31 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO PO-URED CONCRETE _S_Qh1Q_RZ1_E__BL0_CK_ AND WOOD STRUCTURES _PWINc POUK CONCRETE OR CONCRETE BLOCK RECOPIED. 0 Ir D.C. 1/4-0 TAPCON No H1EAD TEX ------------ N -0, 4CX HEAD TEX __kRFW 964' FRONI 0G, "Clow ANC40R 0 12' 0C '"m EDGE OF 2 E D. r ai,o IT 1/2' H M of cc BIG pp Pon tr- P IF __1 EXISTING 11 0 -101 SEPARATION TIN pop GLASS Mgt TO GLASS. RMET If AT PANEL UINGIN 11 MAX. PANEL LENGTH I" MEN, 4'11-20.2* I CIA". If I TO MASS. WX THUMBSCREW or I M OF -V 1/41UMBSCREW U J I Ifir A 7fi /2 7 Y4'rfumm ANCHOR 1/4- A 'APCON FNG rise EXISTING POURED IIILAIIE ANCHOR . Z- C. 'ONCRETE OR L ... CONCRETE BLOCK REOUIRED. WALL MOUNTING WALL MOUNTINO SECTION EZ I ALTERNATWE EZ1W SCALE 3/8-1- SCALE 318�­ IL EN se FLORIDA BUILDING CODE (Non High Velocity Hu icons Zon, MIN. PANEL LENGTH No. 44167 11. 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. KS.D. DESIGN SMALL BE V-6" ow- BY Tr PRESSURE RATING +/- 40.0 P.O. AND ". -0' VAX GLOBAL PROTECTION PRODUCTS, LLC. DATE PANEL LENGTH+ STATE IT7-r- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , LORI c-,.WF MKc �., I snim T1- MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Z, 1§ ...... n- 20-175 IONAL '.W XWe"!H6. 1. DENSITY OF 0.55 OR EQUAL W-i - i ONINNI PCI ! I I sier; is or ALL AMERICAN SHUTrERS AND GLAS NN 12 S 4ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HIVHZ)l 61 MAXIMUM ALLOWABLE n DESIGN PRESSURES: bate 51;-:- *11IN-ffly., ;or AS NOTED IN DESIrNj DESIGN NOTES: WIDTH UNLIMITED (PERR TO PANEL SPAN)- POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHAUL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE PC � 2 '65 TOP MOUNT (CONN TYPE AS REQ'D) T TIR SEcn ONS OPTIONAL 4�20 STITCH 501.15, WE H WASH RRED WINGNUTT FASTENED 0 OVERILAPESIB MIDSP (USE APPROPRIATE SPAN TABLE) GOVEIUNIAEGDCZE� PRESSURE RE(.�IREMENT13 AS DETERMI H I H ASCE 7 AND CHAPTER CORDANCE W CODE SHALL BE LESS THAN 1609 OF THE FLORIDA BUILDING OR NEGATIVE DESIGN PREVUAL TO THE POSITIVE OIL VRF CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN GENERAL NOTES: -Ul A 1, T 5 ->4- < LU I A Al 11110 ILL V I 83EX PLAN VIEW A ad T BOTTO (com TYPE AS W'D) I I I V I .3 MAY BE AT T��, 1.375'J I , THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN T'_ HIM a 0, T I `LON :OKA WMID US1 PIRFUR AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH KAY APPLY. DESIGN CRITERIA BEYOND AS STATED HE EIN 14AY REQUIRE ADDMONALSITE-SPECIFIC SEALED ENGINEERD2 2 NO 23-113% INCREASE IN ALLOYVABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. re THE ARCH17ECTIENGINEER OF RECORD FOR THE PROJECT Su RSTRUCrUREWITH WHICH THIS OEM NIS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH IMALLSECOOPLIXI ATED BY THE PERMITTING CONTRACTOR, 4, ORDER TO DeVIATT FROM MS R ED HEREIN. CON7ACTTHIS E&DEM PAN CALCULATIONS AS Y SA aNt7Siu=RfDDIfTAI�D NISREIN 15 GEMeNIC AND DOES NOT PROVIDE INFORMATION F0 A SPTCIFLC �. MR SM CONDITIONS Olr�"NT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINE ILE FERORREGISTE D ARC I'TECTS-PREPARESITESPECIRCOCCUMPERTS MUSEIN IN LA LD Ln Q� LU 7 0 BOTTOM TYPICAL VERTICAL MOUNT ELEVATION 1 7 FLEV�'�ON (D TaP MCX1N7 Ic N TYPE AS REQD) (SPAN ABOVE I -OBSTRUCTION) BOTTOM f-MOUNT (CONN TY AS REQ'D) arm (LOCATION MAY VARY) rT OSMUCTION 9=1 INT epE AS REQ-D) BOTTOM MOUNT COONN:7 Unia TYPE AS REQ'D) (SPANDE - OBSTRUCTION) OPTION PANELS MAY 1111 NOTCHED -AS REQUIRED.] X .20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERIED ANCHORS ARE USED w TENED 0 SPANS ABOVE A, BELOW -0,B­STR­iK7F1,0-N I -ON""DSPAN (USE PAN TABLE) OONUUNCTION H This DOC.Melj 6. DESIGN PRE55URES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSIURIES, DIViOED BY A 1.5 SAFETY FACTOR. A L A, '" IRS To at GREATER SAE GRADE 5 LIN OTHEILWISE. FASTENERS SHAMBEOCR OTHERWENOrED RIAL ADMIUM-PLATED 00 ODRFLOSION-RESISTANT MATE AN 0 5H ALL C OMPLY W rrH 'SPfCI.F,1ACTA,1,7ONS STRUCTURM. se BY THE ALUMINUM ASSOC ri� `o# RLUMINUM `70H I. INC.' & Ally APPLICABLE VEDERAi, STATEi ANDf A CODES. 1. ALL STORM PANELS SHALL a R 24GA STTeLO= 4� 9, S RM PANELS SMALL CONFORMTO ASTM A0133 ST`RUC`TURALc­1 STEEL, GGO GALVARIZIED COATING WM A MINIMUM FY-48,1 KSL 10. ALLALUMINUM EXTRUSIONS $HAUB 6063-76 ALUMINUM ALLOY, UNL2155 NOTED OTHERV45k. CON DITIONSOICTATE. PANELS MAYBE MOUNTEDVIERTTCALLYOR HOMONTALLY AS APPLICABLE. NON -CRACKED CONCRETE ON LY. INSTALL ALL CONCRETE ANCHORS PER N IRA UFACTURERS RECOMMENDATIONS, 13, THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PFkQTKTALLL MEN ERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTIL IS. 34. ENGINEER SEAL AIMED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ON LY USE OF TH15 SPECIFICATION BY CONTRACTOR, el. a 1. INMMMI­ & SAVM HAR-5 THIS ENGINEM FOR ALI COST & OAMA� INCLUDING LEGAL FEES& APPELLATE FES RESULTING FROM MATERIAL IC 0 THAT FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACT ES BEYON WHICH IS CALLED FOR BY LOCAL, STATE. & F!MRAL CODES 6 FROM DEVIATIONS OF HIS FI_AN IS. Ce EMBIPTASEXPRESSLYPROVIDED HEREIN, NOADDITIONAL ,,Rl7FXCA ONSCRAFFIRMATIONSAREINTENOW Are ALTO nQtJS.�DITWNS,DROTKMMAR�W�TD�lS�UMSKY NOT P"ERMI7T1!O AND VINAUDATE THIS CERMCATION, Ili SFANE SHALLBE PERMANENTLY LABELED,WITH A MINIMUM OF (1) LABEL ME VERY313FEST.C�AININGTHEFOLLOW NGIN FORMATION A -A EruCANN SH ERS AND GLASS WEST MILK BEACH, FIL 7AS Pub 201, TAB 2OZ &TAB 203 RION PRODUCT APPROVAL NUMBER 0 LU X: Ai Ig �! Ike 51 RN 1, e '0 1,11' 4, - 20 -31543 IKALIF� I - VISIT ECALC.10131643 rml f rol VERTICAL MOUNT ELEVATION /'_2� (NOTCHED PANELS) %%.V WIS. ELEVATION A 1 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MIN;MUM STORM PANEL SEPARATION FROM GLASS [HVHZ. WIND ZONE 4 & ESSENTIAL FACILITIES) MAXN" GE ALLOWABLE INSTALLATIONS L SS INSTALLATIONS GREATER E=E SPAIN (L-I THAN 3V ABOVE GILADE THAN 30'ABOVE GRADE V-30 130 Ovi 6.06 in 2.26 N. 30 0 in 606in 216 IN 1 130.06% 6,06 in 2,16 IN ./45 1."11." 6.11n 1,11, .,.w 1 IN 1. I ;I SPAN SCHEDULE NOTES: 1. ENTER $PAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN 09 EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS- ARE STUDS USED IN C01143UNCTION WITH ALL MOUNTING EXTRUSIONS (-r-TRACK. MODED ANGLE, ETC.). USE 6.25- D.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL H"- AND 'ILT-HEADERS (INCLUDING BUILD OUT -I CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. I 1 1, ENTER $PAN SCHEDULE WITH POSMVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SCPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOA . 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSEN AL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION I" THE PROTECTED OPENING 15 REQUIRED. MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT N 'W H-6. IF T U* 1 23' 1 7C 25' 2r 2r T 2r 2r 2V ILr H.sdii, 0" 0' T 2r 2,r W 2r 2r IF 2r 23' 2.5 9 -U` H.� IF IF T Zr 2C 25- 22' 2C G` 2C 2T .2(F 2T b5 & SINK! ArNik 23- 2r 27 IT- 30' 31- it- 30- 2r 30- It- 33- MKIDut-IF"Tistit 2� 2,r ZC 30" 4W 5T 2V 4r 24' 4r 30' ST 'F'T,..k 2W 25- 25- 31* Sr 52' 30" W 26* ST 31" SF SWAnaki=1 221- 2 29' 2'r T4�f _;�I_ OF ST 2r 'U' H"do, I T a' 2,r 2y zr !IE T?IE 15 20F 'r ArNPAP Track 1 24* 24" 24' 30'_4r.1 5T 2V 1 48" 1 2r 1 48' 1 Xr 53' SW!MLjSdIUkAxd)j 23' ZY 27 1 " I 11' 3'T 1 271 W I It- , 2r 2W BY _E ,+3r - 2T ST 37 59T 0 A NU i U-) C-TrONS AT - ON WTTOM MWL U� �M MOM IN TANLf Aflov� AM NOT V) A�, -E. A,- NPL._NG__AAn0N­ LD 0M,AdNG (AID, m., - No AN, Mo - No POND -ON S�ow� 1. THear _NGS1 < Q2PTIONAL INTERIOR FASTENING DETAIL N I , cx� AO E .;A-.1 Ln < INTEROP 3; Of LU K�JMO WXI - S,S. SUI INXT OR M -ortim- _j . - _11"zAses. .. - DMINS.., I ED < V . HVO, , DWI- WINGMAnd'"AIMC . I I - I I IN to- lomor. _XT ENTRAN TO AD,ACENT (CoNPN`YP­ I liji, Mia. /VV i` I. 'Ar-L I� ­oF-E 20-31543 'AME, __ 2PTION&L EGRESS PANEL DETAIL M INTERIOR FASTENING /-I rwi,o.H,7�F, �,, I PEA- 2 250' 4" 2,990- -2 ZSO' 4:0ow, 0 .094* -S� �,, LI DAIS, 629' r,i - _13 18 GA Z iI TIP. vi 4- TYP .;0.3 3,05 L.930" I - -0. 062'- - FoUi-s; 01 1,9130' TYP. 2.0 .030, 2.. _�0,062'. 250' 2,000- 2.000. _OUT , W JS�MM Lr > UT U` 3380" MAX� 0 313' A. BID .31 0.376 R 199" -r'; r IT "Ll. D., 55' 12.500"PANEL COVERAGE Ba* k1l 1. 4", 0.", 14.075' PANEL LENGTH- SO. F7TT o..CTION 0.090. T- oGgo- I ME 305� _j�_ TIP. 1.0;a�osc j=.- ;"S RO 15" TYP @) BULD-IOUT "r IPAOK (7) 0.957" O'�L �D.. 0.376- W 0.190--qp�nI ­N DLACMUN L LL'.. RIW SED LU _TEN 11a "Cc ��_25' MAN. 4- T_ .2S"MAY. MAX, cc =1. I =7 1-Z wlll LIj -OUT SCUTWU)ANCE so 2so 0 4* GS4. 2 0, US, 1 1.2 . OS DE, 4 Oo" 1�7 1.021 P I.ODO' 1.0 , z ENISED -OVERLAP -5.9 zu"-, MAX. K� .25- MAX. MIN . T -:. T, I A� - � 4 W .1 1 1: , I 1, IMAX L�7_7�i 1.5 V_ IN -MIBED i5T6E ADUNT CLONUM DETAIL D IN S ANCHOR SPACING SCHEDULE: 24 GA UGE PANE U5, PANEL FA57EN E 9.5 9 12 V 0 C Em mmmmm� M FEE IMMI111131 M =��ZAFIRO a 9 WZ///, Wx �,Rp a a M N N NIMP a M �wlm rZo I M M W1110 V0 I V M M M 9 0 M M W;1 141M W/// M1112111110/150 EM EMMMMMIllimm 9M KUM EME 2 D-31543 7 _N_9� 3/4" EDGE DISTANCE ANCHC* FRZNURC TYPE CPU) CMN Type c, CONN T"s C4 33 41 48 11 ,z 12.5" Moll 16,0* 10.SP ILL ILL 16D11 7 Sw 12, S" 16.0- 16.. " 6.7" IZ,V* 18.0" Itio' de- 12,7' Leo" 15,0" 51- 12.T' 15-D' 14.0" !G" 1.2.5" 16.0' 16.0- 7. S' 12.5" 12�L 14.7 * 6.0' 22.5- 16.0- 14.7" 6.0" 11 5� . 5- 1: 0' Ibo* , 0" 14�7' El' &D' .,I' ILI" ISA" 16.0" TI-,11,1 14,7" ED' _72 FS' 16 _0' 14.7" ED" I.D., :N= 33 WOOD sc.. 41 I �z 7Z 114o A 1-1/4 - "BCo 33 TAP CrUP -CFW 41 48 mmmmumm $2, ,a 12. 5' 16.0' 16.0- Iox 12.5- A2�E 120111 7D" 6.2, t2.5" ICU' I'Ll' &1' 12.5" 164" 9J' 5,6' 12.5- - _1 "': I , t219� 12. 5`1 0: .: Ilsf 16.01, 9.6-� 16.0" IS 0" 7.1 6.4 : 5.61 12 .1� 121y, . I " :: rus.'a 16.01, ltE :.::. - 5:5. 9.6- 5.6- II.S., 12.5" 12 S.: 12.5' 12. 5' 0: 1 .0 B.S. 3.61, IN: 9.61 5.61, 16.0" 10.2"MM L2.5- 26.0, 1&3- IzIs" 16.01, 9 12. T' 16.0- 9.2- RM 12.9 26.01-11.4- Es.- TSF 9.", 12.5`1 1 a .1" 1'! ' 91 I.2s, 12.!V' 26.0-105- 16.0" 0.1". IZ5, �z S" 16,01, IS It" A2 ti,� S 12.1" EN 33 A, 1 ­11 41 v`PPV BUSKNO 49 11 16.01, 12.9. MAY' 7.0" IZ�T' ILS" 4 0" 41- IL 75" 12.5" 15.4" 5,9' 6.25 1LL 4.7- 4.0- 6,25- MS" 14.r' 5�5" fi.�' IZ 3" A,?" � 0' &2�' 6.25" 112.Y' 4�7' 8.23",IZ T't 4 7" 4 0" 6,23- A-W 12. 3: r, ID g"i .2 ANCHOR NOTES: 1, ANCHOR SOIEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRE55URES INDICATED IN SPAN SCHEDULE SHALL APPLY 2 E47ER AN01OR SCHEDULE BASEDON PANEL FASTENER SPACING, THE DUSTING STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR ISQUALTO NEGATIVE DESIGN 0 LOAD ON SHUTTER AND SELECT SPAN GREATER THAN Olk EQUAL TO SHUTTER SPANSELECT ULJ CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEEI 2 FOR IDENTIFICATION OF CONNECTION TYPE), I PAWL FASTENERS" ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS C�F`-TRAC:K 51UDDED ANGLE, ETC.) USE 6.25- O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H'- AND 'U"-HEADERS (INC3_UOI NO BUILDOUT CONDITIONS) < C ANCHORS, SKALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENCIATIONS, 5. HOLLOW BLOCK HQ5T STRUC`TVRr; SMALL CONFORM TO ASTIM CRO BLOCK 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHESEWALL FINISHES SHALL HE UMITED TO 1/4- MAN OR SHALL. BE VEUF1EO BY OTHERS TO ADEQUAT LY TRANSFER LOADS TO HOST STRUCTURE S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. g 1�§ i i i 11h, rig 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQUATF WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD(W EDGE DISTANCE 15 AOCEP1`A8Lr FOR WOOD FRAMING), WOODST D SHALL BE SOUTHERN PINE- G-0�55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPSUPAN HEAD OR HEX HEAD. MIR REMOVABLE A' ARE 11 111. ALL-. SCUI.ET & BRASS BUSHIN., A , a IZ A.111INE.EWS. SHALLHAVE 1/2- MINIMUM ENGAGEMENT OFTHREADS INTO THE E SAS 17"W ANC40R AND MAI HAVE EITHER APAN HEAD, TRUSS HEAD, OR WAFER HEAL) (SIDEWALK BOLIT) U.N.O. 3. MINIMUM EM EDIMENT AND EDGE DISTARIC E EXCLUDES STUCCO OR OTHER WALL FINISHES. 20-31543 4. = DESIGNA S ANCHOR CONDITIONS WHIT 1 5 r� DIRECT MOUNTING CDNOrT`ONS 16, LINEAR INTERPOLATION 15 Nar PERMITTED FOR USE WITH THE AN SC14EDULES LISTED ON THIS SHEET. Q) r_ Cf) -0 -Cu > 0 (D 0 0 0 CM CZ -0 (D C-_ (1) -0 0 CIO 0 0 = K__ 0 L = 0 (D M " 0 -0 -6-" Co LL_ +_ 0 CU > cn -0 W (n E LO ca_ CZ _0 IR .= C/) Ca - < PF, i FFA W ff CD 0- c =- V_ C= L. LU C..D L6 cc C= C-4 C= cc CL I 8 M "', > > 'a, C= E C/) 11 A L. (D CD cc-) _F__j CO 0 L- 0_ 0_ 0 0- U) L. co W Z SHEET NO. SH 1.5.