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HomeMy WebLinkAbout36529 Well Hill Way) AB orAB. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orAH.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF orCoff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent OVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KlWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or 0. E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or WA. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/ 12 1.0 06/25/12 2.0 08/11 /15 3.0 03/06/18 4.0 06/01 / 18 4.1 06/07/18 4.2 12/19/20 5.0 NEW BASE PLAN GRADE BEAM FOUNDATION 2015 NEW CODE UPDATE VISED SGD, LA REV. 06.23.22 REVISED DINING WINDOW TO 35-SH FBC 2020 CODE UPDATE INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL n SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL Fzf7l El 1711 � SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL E]E:1E11::11]E]F-1 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 00 F-1 [:::] - _ _ 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 IL lr= 114 114 Jk 11 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 1763 the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 0 N c 0 d .�-. Z > W cI o C W= C N N CO .. � L" _Rom N d O 10 Q r.+ N � N c e LJ r 3 3 UJI ma co >>z•=� N �• N a �+ J z LX E E It t 4 l f will�i .am'1' 'p I.N L* JP 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. Q o O fV y " a000 F. m N O A Q W Qj Cr -V J , C -r LL W _ 13 J LL _LL 'L W c co a W a o Q mN� m Z L W W Ln 04 NZ a Z N OU W OO Ur ") Z N M J — a N E3 V) M z v 4--r0M U � a Orla s V) t I < �s o o � w M � LL (p wo g a 11 >o E O V W z Z oa t— �0 R� �1°a UO �U ZoE a � �oo a ww C =U mf Z ZR Ofs] J `gym aw Z z V! 3 o� LLa Cg z gZ 0w W � S� �r M v zza o�3 0 C:) = > LOB X O C9 N N Co Lo N :3 LO A Co LO a. U) m N N V7 T QLO N hi M N M r— u L d ? N m c a. E U S Q p JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. C S 0 50 0 F 0. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR ,OVA-RIEES,I� / 24" TOWEL BAR Ll w ON WALL ABOVE TOILET MEDICINE CABINET TOILET PAPER t HOLDER o ofLL 4 1' > 4 TEMP o OBSC co 0 a a 0. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL z4 ro SHWR. SHWR. CURTAIN HEAD ROD o TOWEL BAR IN TUB OR SHWR. FHWR� VALVES BATHROOMS, SHOWERS AND TUBS TUB DOUBLE RODS 60 in SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS------,, 36" H UPPER CABINETS " FOR LINEN 30" H UPPER FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET ¢ gQ 36 H BASE FINISHED CABINETS COUNTER TOP 30" H BASE oreo R CABINETS b 50LL Ay F n a 1'-2" O 2x a a FRAMING.---.-�N b o 1/2" GYP iv M N iv �? BOARD FIN. FLR. FIN.F R. SHELVING x ISLAND COUNTER CABINET BLOCKING OP "v ■ ALT - I I AC PAD I I� JI L ====J to N J ss TYP. @ -- 2-STORY - (A)U) N 12"x12" CMU w/ (4) #5 VERTICAL 1 1'-4"X1'-4" "L" SHAPE CMU COLUMN 5'-0" 10'-4" AC PAD Typ @ J 2-STORY Sli 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 4' 1/2 WALL OR RAILING PER SPECS FLOOR G.T. _ UI I P' I I I I I OPEN _TO ABV/. - 1 111 - I 4 O 2x4 #2 SPF - - -- STUD& W/ LISP - H.TT16 @ BASE -0" FOYER 9-8" FLAT CLG- TILEI 8,-4„ (3) 2x4 #2 SPF - STUDS W/ (3) 16d NAILS AT 1 I 1 i TILE 151 16l 8'-8" FLAT CLG, • FLOOR G.T. cQ6� SHEAR WALL EDGE OF SLAB 2" BEYOND WALL W H T-3" 4'-5" Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C HEN REQUIRED PER FBC s3 H1 W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE - I I O OF WALL TO FLOOR J I I to o TRUSS ABOVE @ 16" O.C. S6 I I LULIL 2 m GARAGE STo Q= I I W 8' 8" FLAT CLG. A.F.F. ENTRY • w ° J F- J J N I I 8'-8" FLAT CLG O < W I I AFF II--------------------- A II r-----_---- S3 I I I I I I TYP. @ -------- I FLOOR G.T. I SINGLE - - - - - - - - - - - - - - STORY • j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE I INTERGRATED INTO K i - HB WALL W/ (2) #5 TYP. @ S4 I VERTICAL GARAGE I o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M - - - - - -D - - - - - - - - - - - - - - - 16 70 OVERHEADOOR O !WI A- 01- Ih'9 41 All O LO Y N OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 SHEET HO SEE SN SHEET 6iiN 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25} S.H. 13 20X38 18X37 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX711 S.H. 1H2 271/4X26 26X25J S.H. 1 H3 27 1 /4 X 38 26 x 37 S.H. 1 H4 27 3 X 501 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 1H6 27 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 s 36' X 37 314 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37JX72 36�X71112 S.H. DOUBLE 2 WIDE 75" TALL 73 ; WIDE S.H. 32 54 X 26 52 J X 251 S.H. 33 54 X 38 J 52 1 X 37 S.H. 34 54 X 50 J 52 'X 50 S.H. 35 54 X 63 52'X 62 } S.H. 36 54 X 72 521 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN -A 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 Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided With Window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided With window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.G. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ti 7.. Z WIG "o o "' '? Ego u arr• M .: otia N cc p S. �O .Q rr C V d a E c s d o..e m -g 2! .' u M N Q- c � � o ,o 'V, .iv FESS�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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � I� a pp O E N N rig 'DI U C rii d7 J # LL mLL rn Qej a w cnv w D c J o_ s[ tj LL Z J V" Z � O: cc _ O 'N N m Q� J Cb 0��� G Z W _' IL IL J N CO Z F rU L) o00 Z W V M � z N M z � z Q In- N - tV zca .9 Q) u, e U 0 w to c N �tll f o °= r- in ®W _ I c Q is Stal o i� w Z g o U_ 0 w0 O }N Q N Q E U W z Z® oa H r0 s� 00 o f �<�z a8 0< Z i <= �S wz z2 �_C ¢02 W zV Q) J NO Zm }Z w ZZ 8 0 5° aZ ti W y m gM 6. LL rk � N Z w ¢ r : IIIIIIIIIII� O a v 0 3 �O 0 = 1 > Lo O 0 � N Co Lo N =3 T r Q_ U .2 N N N Ln r Q r ai Lo T M CM o M N y L0 ? Z E N42) a. E L) Q p JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 1.1 r� T CONT. HANDRAIL RETURN TO WALL DETAIL A SCALE: NTS 42" KNEE U-)I(D WALL WITH 1 x8 CAP & CASING A =-- 1 x8 CAP & CASING i 2 1 STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/411 (16) RISERS AT 7 -9/16" 10" TREADS W/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. � 16 Mld' ,� r 36" H. CONT. 15 T GRASPABLE _ �,''14 RAILING 13 f 12 i 10" 1, i 40 i 10 9 1x TREAD Cl ice' (TYP.) - Ir , 8 STORAGE 00 7 UNDER 60 6 STAIRS S 2x FRAMED 4 WALL 3 1x RISERS (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4 "x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 2x FRAMED WALL TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ EN[ LANDING FOf STRINGERS - CONNECT TC SCALE: 1/2" = 1'-0" 0 MO I 0 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR 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 w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 3/4" PLYWOOD DECKING LOOR SYSTEM 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J 86 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 2 W 140C RFV 10.120 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN T-O', THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH " WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS'* 3-8" 8'-9" I I H1 I I I H1 6 D2 S6 (1)J 61 I QK) D I TYP. 25 SH 1 I 25 SH U.N.O. *EGRESS *EGRES 60" X 36" TB SHOWER fo o ih FIBERGLASS; OWNER'S SUR SURROUND --- TP SUITE 6-0" ' 4'$" o FLAT 8'-OCA $T - PETLG. 266$ -- 8'- " FLAT, CLG. _ m 206s G.T.TILE � BF - _� - - 15'-8" - - 5'-1 4-SH -- 8'-0" FLAT CL . (4„ 206,.-CARPET I u) 1.�'�'�►' ACQESS d, oCaC _- - - - - - - - ------I R&S T . 9 p� 9 o BEDROOM 8'-0" FLAT CLG. 4 � CARPET LO 0 SA T-6' 8' 0" FLAT G. T N ;TB 1/2 WALL OR w RAILING PER SPECS 0: w TECH CENTER 11 '4' 2668 1. 5'-111, 6 T-9" 2668 - BF __________ ----------� in j 74 I DN 16 �I d 5 6 7 8 9 10 11 12 3 14 5„ 16 5068 BF. I W. L----- -- -__-_-----__-___D LAUN- R&S 2652 0 8'-0" FLAT CLG. I to TILE ----- - -- R/A H 5'-11" T-10" 6_- T-11" N - D. 4068 = c BF 5'-10" T-0�" s 300 CID 61co N -- 9� rat n 1 I I I iv G.T. - - I 5068 11'41 24' 1111-6" I � LO BEDROOM 2 �; BEDROOM 3 8'-0"FLAT CLG. ( 8'-0' FLAT CLG. CARPET I CARPET *EGRESS I *EGRESS 2 SH H 1 g © O 25 SH I I 39 22 D2 © I JAMB STUD OVER D2 D1 I D1 H1 I ENTRY TO BE I I CONNECTED DOWN PER DETAIL 6/D2 6'-8"L 6-8" 5'-10" 5-10" 64" 18'-8" 7. 25'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 4� (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 <e> LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ D2 CORNERS 19 O 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE -TUB/ SHWR TILE TO 7' A.F.F. N kH1 -HANSON BOX @ 36" A.F.F. J Q m N -DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A.F.F. a, TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE v 00 N OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEETSEE SN SHEET 140MPH 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 25 2 S.H. 13 20X383 181X37 S.H. 14 20 X 50 1 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 a 26 x 37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. iH5 271X63 26X62112 S.H. 1H6 271 X 72 26 X 71 1/2 S.H. 22 37 Ja X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 g 36 2 X 37 3/4 S.H. 24 373X508 362X50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H_ 26 37 J X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54X38 522X37J S.H. 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. I 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 FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: X"=V-0" e+� 0 C N o _I =V_ o Z � y M O y -o o Q N Y 3 a+ 03 CL b �_ Q 3 3 cc =,°'mod N � � a �O o a � til1tr'up, Q W N a •SE• r v C-0 ui Z `OP 0 " •' Ln 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. FW- E 8 C4 Q p N 8 4 6 1W V N O Cl ; 9k LLo'_°° 0 LL � u1 � � � U. LU �MV� LL t» O_ a a QLLu- a U Z Z - 6rn D = <e p .- p W3'icN� m W �2 �� Z Z N rh Z O F LLW �' O U ❑0❑ Z W Z N M z J N M to z 8 o a-1 0- LU .e U O w s to Of Y �r CD U u _�$ U i; � < 8 a � m • o w co o. Z � E w. w O Z� Q N Q � o U wLL � Z® o a FT r6 $ � � o °oZ Z o &� p a < 0 ¢Z - I �- <Q w cn C z w� mO 10 2z Z a) m J 5 F b aw 1 Z 8 N a 3° a W W mo �Z w �1 a zla OV 30 CD > Lo 0 M 0 N Co Ln N = T 0.".. ca T. 0 A = L0 Q _ CIO � � N C) 0) CO � o Q Llt� r N N r ci T tM t` o E N y `n Z E N Iu iu m v c JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 1.2 i a 12 4.01 s RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS N o CJ / WEEP —N-- SCORED ❑ ❑ STUCCOV1 00 ❑ ❑ N r F 0 N 4" 0 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS i< EXTERIOR FRAMEPLASTER ON SHING ME ---------------------------------- ----HDR. a0oaaoaEllo? V 50 E]E]E1F_1E:1E1 E:1 --- I 00 TEXTURED CESHONIOUS El DOa000a FINISH ON CMU (TYP) __ ���� ❑—❑ ��� — __—FIN FLR FRONT ELEVATION — A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ------------------------------------------ ------------------------------------------------------- EXTERIOR PLASTER ON FRAME CJ 25-SH CJ 12 L%,, — ❑4.0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — —WEEP--------------1----------------------------1---- CEMENTITIOUS FINISH ON CMU (TYP) Tnnn ------ ]]I 1____f LEFT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterlor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ass N N 0 d� O 6f G n M m y fl N S v, o - a eW be dw c 4J 3 � c E �• a a� fl SE ...' I ar> �Ay Q CFESS'Ct�lt�! 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. In 8 Q o �E N 0 gj V ) C C N O u7 46 M v Q aLLLL LL W a d Y z Co C cc EN WW J Z - °IZ dIL ZN O U W 0 v z � z U a Pl M to z M LL �(1)_ s w U O V1 c N �N = U) fa �- U) w r— E t o z I c Q Q o W O 6 cE Boas E p E u oLL z® O $o za ¢ uo Z� c0 3 H az g wz rr w cn c ao < UUZ � m; o Z J NO cw i3 <� $ �Z z s° W LL az !p W W T M ¢¢ O H ~ LL Z <� 3 III M zl rro 0 3 0 c� Lo Q d m co 0 � N CO Lf)Cr N m N LO N N Li i T Q � LO T' M L M T­ to o ? E N N ii 0 _ ¢ o � JOB NO : 23-06124 SCALE : AS NOTED SHEET NO. 2.1 12 —15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ------- --------------- — — — — — — — — — — — — — — — -- ---- EXTERIOR PLASTER ON CJ FRAME FLASHING 12 25-SH 25-SH r -\ TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 'v F- 35-SH -L-J-------------------------- 1----f 6068 SGD REAR ELEVATION — A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12 15.0 12 -----4-01CJ CJ ---------------------- --- CJ CJ/WEEP FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 14.0 ---------- 1 - � - -- 1 F� l i R... 1----------------------------------------------------- V----------------------------------------1- TEXTURED FINISH ON IOUS RIGHT ELEVATION — A CMU (TYP) SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703A) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ire d� > W o C �O N —s cox --om LJ- H cc o N d G C. Q r CV Y CP ' J s 3 � r, d 9 C= T � (!J E. e o a a ``\\\NONOIIN i .�� � • � ••N � f f w W J O Z .�� •• 5 0 '• �' r,'• aP \ �R O F E SS\O�\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a .Wi E 8 0 O N 0 N N A o N� w NN0 Q ik LL � J C S LL 13Z a W Ju-u- W a m o rn a v.� = mo i '5 FU04 O W ILZ -2�0' m uJ L "Z a Z N O U W C9 C z N z � z iz- a to z � v C W u O W g N Of N N � _d H- N U o W r f-- ` o U0 r,oM t s o JZ w M C+J Z o Z q cE wogs E o EU wLL a 0® p a H r6 o� � ao 00 &¢ Z� a r6 _ a°zo o wz �W C a� aZZ s mo Z' Z v 5 a �z 8 of go y OLL LL a p Z OT m 0 �� = ~ r� Q� �o §R a r 0 B > Lo m � N Co LOLO N M f — = L✓n M M M C) N N LO r Q LO - w M LOZ 0 Z E N d `m E c JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outiet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �--0 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) © PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 0 #12 to appliances and GFi 150 AMP/ 200 AMP b #10 to WH #8 to Range 10 #5 to HVAC viT n 200 amp 150 amp UNDERGROUND Ois SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER 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. r 7- �- — i �I ALT II I AC PAD I I I� �I OPT. • AC PAD DISC. WP GFI `❑ I DINING �o � 1 / LIGHT AS PER SPECS PENDANT LIGHT PER SPECS GREAT RM r]� ROUGH -IN 12 FOR OPT. U.C.OUTLET 47 U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" ■■ --- ■■ I-------------------� • - LANA]---- I I I I I I WP GFFI / .lid I t I 77 _ BRKEST.I O LIGHT AS PER SPECS ,GFI- 1 0- p� `' I€ GFI I -- .�' IGFI I I o - s SWITCH .. -- -- ,o_ .- _ C •'LIGHT DISPOSAL Ill 111 H -_ • D jj�� • EL FOYER GFI @ 44" A.F.F. 1 W.H. ZOZ / a • • / �a GFI 1�JI a ENTRY / 0 GARAGE L LIGHT AS U PER SPECS W GARAGE,./ ' w 1 &GARAGE - DOOR GFI �------------------------------� I I I I IRRIGATION GFI 1 • i ' @ 44" A.F.F. I I � I I I I � I I I / I ------------------------------ r ------------CaACHT11GFITS ----------- OR PREWIRE AS \ \ PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS W �O Q BUJ i OJ an � I I I I I I I I I I I I I I I I I L------------------------------------ J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. ill 3" VTR 1.5" VTR I � �I►I I� I I I I I I K� I I —111 3" VTR I � I 1� I I j I (�/ � I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN_ M1 .fl ♦� O W Z ar _ cc C.i N r C W O. 0 N L to BC Q-NED ai ai i E �" c d Ewa �� co d C tD C a � 0 M 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. 11- W a E 8 N Q M 0 2 LL J D7 � LL to � 0 t` wa to 0`1 w oO. a@NLc�oL 103 Z o oQ O 0wa� mr- mJ_ O°' ¢ znF mCj W°� Ln M Z ILW C.) CD F=- aN O U ❑❑❑ W C'4 n- V I N z '9 Cn W CM Q A U 0 W S Ly N �V) N = D f6 U ry�tp r-- — E ®� W J t $ j S U 0 <Z w M � �4 g LJL d. Q U wo � O W '+ z ZN Z Z a ❑a F— 1D pc E1° so r Uu ¢ Z ` �o ww in `z 0¢ U mo °� Zr Z m J Nm a� ¢w �ZO 0 U W p20xw 3 � I_ I5 Lln 0 m � N Lo T L , cc a. m = �N� Y �/ ...00 0 _ N 0) CO O LC� r N N r ai T CM M 0M N ;� ) Z Z E N a m a E .. v` ui U Q p JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 3 5:12 SLOPE a 0 �,Q Q T 4:12 SLOPE 4:12 SLOPE I 15 1 MEW I W a O J W N s 4'-0" OFF RIDGE VENT H z W W 0 0 Ir W a 0 _N tii uj L,9 Q. ti� 5:12 SLOPE 6 le 5:12SLOPE �� ZONE-3 ATTIC SPACE 1071 SQ. FT. :"//.o I77-5�- W ZONE-1 a ° ATTIC SPACE 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper IatN. of ventilation ventilation of vented IN. of of vented ventilation toSQ. be provided IN. of IN. of Ventilators See Elev ( ) required soffit ventilation soffit y upperVentilation en en Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 1 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4'=1'-0" c -o W dN O V _ M O V N m W N = d O O i U) N ,cc 1.0N—O 3 a = m C Ci "L Q fY O 3 3 i GI N d ! C C E O O d V O E v , A O CV F L SSX 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. 1111111 ao $8�� J u. 0 W ti ti 0 yrNiv � LL W w °: wa al U. LL a O z Z fOCawt0co t o co O _ z ILW�2pjO' Z N r7 Z oW H Z U CUn ❑❑❑ W Z Q cl- V) Z Timm 0 _ LL N LU .t 1 V0 o w N c � � fz W _ �Q s�o o Jz log w z i a u O H U Wo® $0 wo O E .0 U ira Z <= wg <om0 w x� 0 z� Z>Z a ° os gz �O W r§ A LLO a W W LL N 2 MI! o 1!z51�d uj V O > Ui O a, 0 T M � N Co LLO N Q � a. m CN L / O O co CN CD L.n r Q r E LO Al C7 M LO o Z E N 4 Y 0 _j Q JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 4 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 `•,`a • ii.: TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL '' •''}"� #5 CONTINUOUS 25'-0" POISONING VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB " r UPPER 1/3 OF SLAB THICKNESS WHERE REINF. SEE FND. FOR 13'-4" 10'-0" OR FIBERMESH SHOWN ON ¢ QUANTITY REINF. SEE PLAN. FOUNDATION PLAN • • • u #5 X 25" X 25 CORNER - • BAR ONE FOR EA. 1 4 • HORIZ. REBAR, TYP. U.N.O. 2'-0" x 2'-0" x 1'-0" L 2'-0" x 2'-0" x 1'-0" �- LL, g ., W/ (3) #5's E.W. "' .. .. ��. "'Alternate: W/ (3) #5s E.W. • z--- ; The reinf. bars shall be TY S3 �r • •r.• ` `� •`. �r. cont. around corner by cold - P• ' ' ! bending the bar w/ min. bar lap of 25". - S3 ------ — ---- CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" ' 5'-2" 3'-10" 11,�„ ; 6�_8�� 1r_4�q 2,_0�� o SCALE: 3/4" = 1'-0" co °Q 4'-8" 41 � `� AC PAD I I M I -4" 1. ALT I 1 11 AC PAD IllI— — — — — — — — — — — — — — — — I— CZ)I TYP• @ PROVIDE 1-1/2" RECES I HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER I o BASED ON ■ I111 LOCATION TO MASON'S S OPE I j �` FOR WIDTH I 111 _ 1 CD I II I c%) I 11 INDICATES FILLED CELL 1 r • 1 I W/3000 PSI CONC. GROUT 1 1111 FROM FTR. TO BEAM r W/ 1#5 REBAR_VERT. _ _ C.J. 1 ABOVE SLAB. TYPICAL S6 II11 @ ALL PLACES SHOWN I I 50 C I (HOOKED FTG. DOWELS 17" I TYP. @ 0; 'EMBEDMENT W/ 25" Cj 11� — — 2 STORY �I I II�XT. ABOVE SLAB "GRADE 40 111 o I STEEL" I Ilj j I ■ 1 1111 �I�'---� I • a II I IFo o w I p II I II x I ED z 17,E 0° 1 3Y" MIN�1�000 PSI CONC. SLAB III I 10 M CO FOR HERNANDO COUNTY ONLY 13,V" MIN. ��00 PSI CONC. SLAB OVER 1 6 MIL VISQuEEN VAPOR BARRIER 5'-3" C.J. _ _ 1 • F- 15'-411 2-5" I2' PLUMBING LINE TO • I 1 1 1 SECOND FLOOR _ c 0 1 11 uj 1 ' o 1 0'-0" ELEV. ;_ 41 T— CY) I IFtIN CONC. SLAB ------ -- I 11 I o • b Co " 1 ,� r -r 1 1 -0 x3 -0 x1 -0 I 2'-0"x2'-0"x1'-0" j o 0 W1(4) #5 E.W. I 1 1.4'-5" W/ (3) #5 E.W10'-71/2" ca co I— — — — — — — —— — — — — — — — — — — — — — — — • 00 50 • 4" STEP -3 1/2 co I S6 1L� DOWN 00 1 6r�,� 0„ MIN. to TYP. @ I I 2 STORY I _ K O 1 S3 I 3+_011 BUILDER TO PROVID� I 1 L�► APPLIANCE PROTECTIO in TOP OF CONC .I RECESS FOR FRT. DDOR I O I WHEN REQUIRED PER FBC PAVER TO BE 4" 1 I BELOW FIN. FLR. I PROVIDE 1/2"x91/2 1 AA N A I I 91-4" 91-4-1 "I I 7 • I -411 L I ■ — -t— — — —I— — C.J. — — —+- 0? S3 I j N I _ " } oo I } TYP. @ 12 CD I io OC z ENTRY '1; T I I - z 0 2'-6"x2'-6"x1'-0' I TYP. @ ,-��, ~O U) O U) I W/ (3) #5 E.W. 1 SINGLE r O � c� -IF � j • STORY "" N 19 r, (2) # VERTICALS L, = 14 iv I WAN FILLED CELL I • q C7 >- z p I I S3 Fz--. O 0 - I q I O cn O Q 3'-0"x51-0"x1'-0" N -��', S3 I S3 1 HB r u r to W/ #5 @ 8" O.C. S3 j o to E.W. L— — — — — — — ------ ----— — — — — — — — — 9 6'-4" 25'-0" 16'-8" 18'-8" FOUNDATION PLAN SCALE: Y4"=1'-0" N o o •fl a+ Uj a u., .— ai co cc 4 7 N CIO Z .0 ,4 +: c u- a M �eoo. .0 o to Q „�iNN4 m m r�0 w ; •a � y �> co >oc- :m v a � O w°�1�•'��ko M V!N • /... \� ri • V i, vle r �� rz SO 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. I- O E 2 N O N C., V d C � # Lo O7 I* to 6 N CD LL d C a a r? JLLu- Z f 13Z �gol D o o g_ wiM o D m ,o m K W N��O' w N MZ y � LL ILW 3 6 L) I Z (D ) t z N 0, z � Z Q cl- C7 u- 4 Cn W ,C� U o a g — W $ 10 I^ IvI ^1I N CZ L c l.L.l J •— E ®® = C.) a C • N h Q w Z CM 5O. Q �oLL � � Zws>za @ Q cu _ t— �g w � oo �� Z� �� �� <owW �ow s � zm� J ° 2 z F W c8n 3 i �z L N �` '_ a� o 3 0 �O E2L = c� N Cu Lo N Cr cu U) m N LO F— a..+ _ M c-4 0) N Ln T N Q U) —1 T w M M o z E N y a. E 0 ¢ o JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 5 Pix=Xi1•]21V[e3 J V TYP. U.NO. 00 LL @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING a ti04 �sc CJ2G 2 D2 CJ4G I /R II II II II FL -' -I t� • r_/Auri olur- OF WALL TO FLOOR A:• • FL5 2 D2 1 o S5 SIM. @ CONNECTIONS JU- E<�I�I�I�l�Im A TYP. @ S3 SINGLE STORY -Ip TYP. @ �/ LOW ROOF 0 U FL9 e YP. X. N.O. 00 J LL U co TYP. @ CORNERS J TYP. U.NO. (2) A SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft OND SPEED (ULTIMATE)140.0MPH VIND SPEED (ALLOWABLE) 108.4 MPH IXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF)WIND AREA (+) VALUE DENOTES PRESSUREHIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oftAREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10-38.22 -38.22 -60.99 -60.99 -60.OROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):rZONE 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 FIELDrZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: , 0 SHINGLE: 1s" EXP. 1 (2%6) or 1Y32" EXP. 1 (�6)TILE: 1%32" EXP. 1 (��6) NOTE:1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS r r2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED"WITH ASTM F1667 RSRS-03 10d (2'Y2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILSa=oft 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. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/` Z- (2) 2x6 BLOCKING UNDER- FLOOR G.T RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUSCALE: 3/4"=1'-0" UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2% 8-1Od 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 519" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 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 21/2" 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 31/2" 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/ 17 EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY V (2 LGT2 4060-M 3770-F 3500-M 3240-F w/ (3 1 D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D INKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 119" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**), INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1/02 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 (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 X CO2 LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: A"=1'-0" b �►► W �- CL e Z eeCJeti e� w =tea m a.0 a> ea a, c cc.:°2. N C..0 G � !° o CL. I> 1°i+ill9tfri3p . �t . a• F`�F� r � 1✓V� rr�f"iiF °C s,� V To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 0 O C\1 O 04 CA 5 A! co c 91 0 inn�L3 .9 di Q M 0 # <L C J LL z �LLU- w a — v CL NC m c _ �i po O �' � f0 N CO Y Z L mW Q J ZCj O ZN U 9 U W ❑❑ Z N z O a J (i N � N Z � oa .2 U a 0 w $ N Ly N U') Cn in c J t x� c C0 Q o z w z cl�i U_ O � LL ao �o zo aw a� E U wLLKO z oa H r0 10 o o 0 ¢ Z Q Z W Z @ C ao 0. 0M m0.0 m J yo " <w g 2 ,§ $Z g0W � W T � m ¢ Q O H a ~ o �_ wI 0 ;0 C O i u, O N CO Lo N Cr co CN ~ ul O M C) -� 0)o r Q 0 T (0 E N M iri � o Z Z E 1N IL E v _j a o JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 6.1 t ---1 I I I I I I I I I G TYP. T CV) U') U.N.O. LO co I i U U U I U U U I CA I II E yII � J7 CJ3 ' I II II II II II �I� II I' I II u II CJ5 I = II I x I n ,vTYP. U.N.O. CJ5 CJ3 CJ1 1 D I II I I---��----� L----- I I 1 B 11 — — — — — — — — — Ir----------------- II 11 I L---------------�I I� �I �I I Li LLJ C-----------, I I Q r---� E-7 r—-------� —--------� _ II 11 I I I L---------J r-------- I I ------ II II II R/A H I Lj —� — CJ L-------- _ _ --- 1 E I I /,;3 ------------, I II I // 1F j II /< II II _ _ � 1G II I� II II 1H _ 1 CJ5A II � II I II IICJ3A U') II II"' E J511 II II I I II II LIU II II J1A II —(2) (D TYP. @ HIP CORNERS CJ1 CJ3 CJ� TYP. U.N.O. 103M CJ3 CJ1 CJ M T y n I tic's U U j U ✓ U �, G TYP. U U j I U.N.O. I I I I I I I L------------------------------------ J KI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 1400 MPH AND SPEED (ALLOWABLE) 1014 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 I 2e I 2n I 2r 1 3 1 3e I 3r 10 HIP -35.94 1 -49.57 1 1 49.57 49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -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 eY16) or 1%2" EXP. 1 (33/16) TILE: 15/32" EXP. 1 (9/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 R000-0310d (2'/:" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120'I 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. 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" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH, / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 ** 30 -16d x 31/2" 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" SIDS 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" SIDS 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 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (2) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-1Od x 1 1/2" 1 HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M 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 Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ri 1102 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER R 2 PLY CAF�F3IER—J x CONT LEUUtt�aER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: Ya"=1'4' M O N > W c 16- a = o Q N Y m a� c Eo t G. 4 3 0 m ma a._ u m m=o = E 0 — �a}a1�'lilll!diflfP�lit. ,\o c �.01NIV " -n '•� v G7h � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to E LO a N 040 ik LL di N M V , Q C J V w n � LL LL a VZ N C rn a se 2_� 8 W m w LL7 ILM Z ¢ 1- Z N OU 00 h W z z iz d � V) Z_ c.� € 4,Jl LL � r LL, c� w M V � A OLL, g N c N c� ® W W t $ z z � Q 0 � oc see o w chi M i� 0 z C s tJi o wo Wo >ry w® v tf° p � % j tt r U 0 0 U 01 0, Z�� cD r0 d < 0 w0 w z w C o0 zm N 'S J uo ¢°" 'aw �z 0M 0 U W a 3 LL a �w 0 J M w¢ O a v zl< 0 3 O LO 0 d' o, 0 N Co Lf) N ul Q_ U) m N M CY)04 0) N N L0 r Q LO LOCD r W z M 'O o Z E NU) EIRD FL 0 Q p JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 6.2 J H GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS WS =W.M== UIR Jim! _H1 a M 8F44 1B/iT8F401B/1T 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID :!• _ O LLJ ' NZ J -U O #5 BAR CONT. 8F12-1B/1T VV LINTEL DETAIL SCALE = N.T.S. UT on on E E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1 T a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c-1-i' precasMintels = 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. #5 REBAR MIN. (1) REQ'D -1/z„ CLEAR ALTERNATE POWERS STEEL LINTEL c d Od d e G.0-C.M.U. #5 REBAR AT TOP d ° d e GROUT MIN. (1) REaD - 1-1/2" CLEAR � d d G a r J 0 g? d 5 REBAR AT = - y , j BOTTOM OF Z W ai o LINTEL CAVITY Lu U -BOTTOM o M U O REINFORCING PROVIDED IN LINTEL Q < C7 ¢ Z 6 o W ,n < O 5 REBAR AT BOTTO 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) u ,n Ira 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL (E) MIN. 17'-4" LL 'LL O 3'-8" LL LINTEL PLAN SCALE: Y4"=1'-O" �A a no Z. O Li.l C s Li ^ Co Z to v eh LA- ate. a z co a' a = 0 LJ 3 Ca Ca m d CD a C 3 yE ¢�i�aii{l�rP��i �. OFESSIO 1�• `F�;rl/�6Ei6tef�tl;\\� To the best of the Engineer s knowledge, informal on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 V E M8 M 0 N O 6, co � 0 y M V °- Z_ r m o o rO rV _ O �pjO' W IL Z m U500 zOC) C14 9 W El 1:1 V M � z N a z � � z o J rZ N N N co z N tD o - u },Q) w y d U m o v I L"• N N (a .. r- cl) v Gi w E mI min t~ can �' Q soy o w CC) M z F � ZZZ g LJL E zo o� >N ¢ry o E � =® O i5 0 a 0< 0�< cO QZ Wz�womoZ=w 0zwZ 1-5 1 a� 2zo S g W N A S az ZW m �p �- M J w w� GIs a0 zl< >LO CC N Co LO N :) T �1 r U) .2LO N M .0 M N LO T Q N T (0 L N M i6 to o Z N C a E v w Q o JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. 7 STRUCTURAL NOTES 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 F TH E HE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)2 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. `' STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2,2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL U 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185I A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL USED PLYWOOD FOR EXTERIOR 0 U 0 APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR 00 US 0 INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsLWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinkler systems indudinn�q all risers and spray heads shall not be installed wii hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318 1.1 - Initial treatment x e 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is requiress. 9. FBC-R R318.1.5 - C ncrete over and mortar along the foundation perimeter must be removed ba re extenoipsoil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verti I chemical barrier,mupt be installed after construction is complete, including�faandscapmg and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T 2 O BE SY P # OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. aq 0 0 :5 o Z c 1O v car - •n m � ac N Cc C d 3= a�Y a� d a E c a, o wQ $Cj 3 3 ` d d e ;` a,c o a C . ee Q� c E fO o a. w i O W/V'Ile� P 17 " \AS U r 't \ F L Off•• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v E /W LoV C04 C� � a�� N °r° Q in ao ro%i �= Z12 �Mv c _ LL w �LLtL W a -v a m c� c m p�o _ 0 W ��irrn m W IL z M Z d J = N OU CD r� M A z co z z r; M z G4-J L.0 w � to U 0 w $ (A c w N U � r U c Q Y � 0 N M c = M 0 z Z � wo >o G- p EE V �? oa ra �� E 20 ��0< 0o Z •5 i �' wz vi C ao o y ms o0 z m J y� z aw sz au Cn z NW W A mo oLL o z w� K Yo ch v za� I a - 3 C C:)i 0 > L0 hT C7 N Co LO N = r �. r .2 N F_ 4.0 M � M C:) to t) O LO LO LO r N CO cM rl- LO o Z Z E CA N a E v ¢ o JOB NO : 23-06124 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap } FILL CELL rn w CONT. #5 > STD. 900 HOOK BAR STD. 90" HOOK r BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR — Solid block all posts from STUDS SECTION above to bearing below. @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. - 2" max }Small gap " 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" ¢ - c� STUB -OUT FOR 1 -010 z o GAS METER 0 o � U 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 101' @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box kor=21 areas--20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Odl nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges • � 4 max. Q -� Clinch nails when possible Tight fit U I� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 1 2-8d 2-8d 3-8d 14" 1 2-8d - d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" ' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d _ 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d _ BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.- 17 ■ ■ �!!•� Err A 1Yz" ROUND HOLE MAY A 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 112" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. Any 16"joist Spam) 8 1'-0" I T-1" 1' 7' 1-2'• 1 1'-3' i' 3" 1 T-T' 1'AI" 1 24' 2- 32' 37" 12 1'-0" 1-1" 1' 2' v 2" 1' 3" 1'-g' 2'-4" 1'. 3'-T' 4' 2' 4-9" 16 1'-cr' 1'-i" 1'2" 1'-T' 2S' 3'-2 " 14]0" 4'�' S T' 6'4" T20 T-9' 1- 1" �'-Z' 2" 1-2" 2-C' 3-0" 4'-9' 5-11" 6-11" T-11" 8'-11" V-1" 1' 2" 1-3" 7-6' 3-7- 4'-9' S'-10'" T 2 9-41 MR, 1 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. -,,Install tight to.top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. 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 SLEEVE THRU STEM-" SEE PLAN FOR •. • . • FOUNDATION INFO STEM FOUNDATION GRADE 0 r- REINF. SEE PLAN LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q A a `PVC OR SCH40 SLEEVE PLUMBING LINE LUM G 4 d/ OLD Z e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 . __\ 9 d C 11 .G d C. ° f-- - -1 I d =1 I CI 11— a a SEE FND. PLN. SIZE & REINF. era !V O N C ti o X W 0 =fig m N �- 4 co so Q �Y 3 °i a+3W a s a, as > E + c 3 Ca $ W d _E �tj ,%J11111 I I fill/ SE LL 40 - O.•••• ••''•• ���O�i�pROfiESS10ttPo 4 rt,�/tttttlEit`tl����� 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. W E N n <p co N N m — Y J 0 3 �, � 93 LL uL N co No u- Lu w W a dcho w o z LL u- Q zzo1. Z t m v wo 0 0 m � 6 o d m LL�CNZ Z N o °d' U W M U VJ wic j N VO U ❑❑❑ W z � S �a CD z 9Cz — N to (D _z M "� w � a V O r_u 8 Of � c ®® W J ~ � t I U 39 Ad � o W c Z N Z Z 2 LA- zo yN O 0 W O Z " o r6 E U x�oQo U 7U Q ZCO Zw�0 �, a z a UZ -.2 OLL z m J h 0 Q b Q W z ~°o az W A 3 Nt �_ o J = Wa LIs �o i� v 0. a3 c O 0 B >Lo Orn m 0 N N CO LCr N ca � (n m N 1— }I = coco 0) CN L0 r— N Q LO r ai M L` M CV)o n N 0 to Z Z E Nc a U Q p JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. SN 1 3 W I M x Q V) B J N 0 rn i N 0 v Or 0 0 3 CI a 0 i o.. S i CL v 0 d LZ N N r[ LO 0 0 a M 0 S 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES P�� I /Y 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN —J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH M MOISTURE BARRIER o • ° . - , T:�) - SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM --_ °' • p ..° WIN , 4 D7158-CLASS G or H, or ASTMD3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ h Ili _ll1III:V 1 I I I I I 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"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND Wl AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E N ' e► ° L Z 00 g 6 MIL VAPOR > = z_ �= _ BARRIER ; C D• r COMP. SOIL. e 1 (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS ;� z M • e• • - TAT T SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1' 8" (2 STOW.) 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 RUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. __J SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS r 2"ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'1 (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE j A.F.F. O.C. OR 5/8"AY WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" WWF 6 W1.4 x WATTACHMENTS 2" 6 x 6 W1.4 x � WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-31/2" z �31/2" MIN. �31/2" MIN. 2x4 CONT. A.F.F. 0 ° ° N ° ° — — 1 /2"(min.)- 4" _ o °. — T 1 /2"(min.)- 4„ GARAGE DEPTH VARIES r3l/2"(min. - 4" r3l'/2"(min.) _ -7- Tr' 0. (2) #5 CONT. 4�1 m 11411 rTr 811 (2) #5 CONT. 4„ rrr 81' GARAGE SLAB AT STEP rW� MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc C rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ca�•�c J�ti�� _10 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ Uco s LOAD BEARING OR INSULATION PER FBC AND ENERGY \ �/ 1G0NZ�C� 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(R302.11) 10'-0SEE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION CC/S3 OR NLAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „" „ „ „ ," 5/8 x 10 J BOLT @ 24 0/C W/ 2' X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE, BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD Zx P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ 10 10d NAILS ( ) - SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR _j a „ BOLTS 6 MAX FROM _ 6 x 6 W1.4 x W1.4 C4 , _ .E_ TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS w END OF 2" x PLATE WWF OR FIBERMESH M ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 > ° p. e i GRADE - N f+ . o #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- � A. MONO OR STEMWALL z p c� — n • �. FINISH GRADE °O _z 25" MIN. LAP 30" MIN. LAP] [ [GRADE 60 MIN. Fy-- 60ksi] U) g _ — m D ° o — FOOTING MONO SHOWN g oo LU n FOR CLARITY oO 6 MIL VAPOR BARRIER ° D e• -� R 1 7/8" `� #5 REINFORCING BAR • #5 LAP SPLICE (2) #5 CONT. NOTE: *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO ° °' _ _ 36" MIN. LAP [36" MIN. LAP] xzxx ON 3" CHAIRS 8 „ 1-4 „ 8 „ W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM 10" (TYP.) D1557) — 4" 114" #6 REINFORCING BAR #5 STD. 90 HOOK - #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G 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" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1.4 SEE PLAN 11/2"RECESS FOR VA IES 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE OOF LAN S.G.D. (U.N.O.) WWF OR FIBERMESH min.) 4" 10d NAILS TO TRUSS TOP CHORD TRUSS FOR T ° " v GRADE AT 24" O.C. MAX. " " SEE PLAN FOR _ ; CONNECTION INFO ° v • _ . — TOP OF BEAM & LAYOUT DESIGN a . - - — _ I I I I III iT (1) #5 REBAR w/ OPT. SEE ROOF PLAN - oo �: ° a ' ° - Nix, S E NCLOSURE (2) HTS20 FOR STRUCTURAL M E BEAM SIZE & 4' ' a CONNECTION INFO M 8 MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13' O.H.D. RECESS N' C7 N�' '♦' ..: .. ....• M r _ 4, I o0 r I I I SEE A/S3 OR J/S6 I 1111 I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA& .. a • INTERIOR A. -31 • •. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Cl) 6 MIL VAPOR BARRIER 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. co w � SCHEDULE OPTION #1 Cra SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION :� Ei w COLUMN SIZE AND BASE 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 MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" °' GARAGE COLUMN TO PORCH SILL ° 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 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w SIZE VARIES PER PLAN r� CONT. BEAD SEALANT ¢ w/ MIN. (2) #5 VERTICALS z °O GRADE a > FILLED SOLID (SEE PLAN FOR _E 6 x 6 W1.4 x W1.4 ;, 25 25 W SIZE AND REINFORCEMENT) c� • 1 `WWF OR FIBERMESH �,� U) 9 a w m v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" S3 0'-0" FIN. FLR.,-Jl, BRICK PAVERS or SLAB PER COMMUNITY SPECS w p o _ `l • •' • • = z " (n w FOOTING BEYOND ti l ... • .'r •; PAD REINFORCEMENT —/ CLEARANCE :.•'� ••• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = V-0" SCALE: N.T.S. S3 0 !NA d •o W O> O A CJ N -o m x .y o V- a Z H 40 C. i to m c ea .�.. X N ]C 3 at o" •� Es s m �a m 3 m R m m •' = m s= CC G a. 0 a � ?19 0 A, C7, . i L. o�'�•' ••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. Engineet's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W �E V Lo —a) G = N N M rn50 9 � N M v * LL Q I� C J •' LL W LL LL n a Z —v 0 Z2 0 W WN�pjOf j{p (V IL0 ZLN< m w Z N OU U W CID R� Z N c+, z z 13 V) z aC1 Qj C7 0 4-, tp w o 0 W $ N ® _U ~ 2 8 8 z� _2 U 0 Q N m a Z_ W C� M M z Of Z � L—'L- C `E C z o oo > N o F �0 z® 00 z co � N ft: az 0 o w 12 N C 'zQ Y m0 OLL z M Q% m rq 0 < W CO1 0g 50 Z g° WW V7 M a J o M `t zla r )I0 o 3 O N > LO 0 rn 0 N CIDLo Ln ca m = L %ftIO CY)>_ N M (ti > 04 LO T' 04 LO j LO T c� E Ln o Z z E N � ca to a E U _ Q 0 JOB NO : 23-06124 SCALE : AS NOTED SHEET NO. S3 (MONO) W I 0 i a 0 C rn B J N 0 I 91 0 0 4 J Cn 3 Q N 0 _ E a t� N N Lo 0 a N N 0 W N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT q PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEELAND GROUT 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� —DOOR OPENING DOOR OPENING - 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BL000 ❑ O/C FIELD ' 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _- 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BYL WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. I EMBEDMENT 2 x 6 MIN. FRAME MANUFACTURER. IN4KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW �B� MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 12 _ Yp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 878"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK OUT (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED % DOUBLE 2x4 SPF #2 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAILS ■■I�!�Iliil�l�l�l�l��l■■ ON ■■!II lid■■ ■Z■rlll I��■■ ■■I�� IIl� �II' NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYP. BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. ►Z1 WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J r W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SCALE: N.T.S. S4 8"16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/ DI . x J-B LT T - / , 41-3/4 , 71 ,AND 96-318 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. 71" 58" 2 x 6 P. J-BOLT 41" TRACK 34" _ BRACKET 10" 31 /2" S�cFp OOh� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: "IIIIIIIIS4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OiQ U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 3E SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ATTACH ALL -j EXTERIOR STUDS W/ 14116d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U zCL 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24' O.C. MAX. 6 C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY LWI • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10' "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. C o 'c co O W `a o cjCV- o Z m .,te CV � C L.L C H o 4 d !V 4V m c-.= r } 3 i V) CL E a d **.C,..) 'q U ao C}r "C -� •<y�` FLU 1 ON Ss 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. E a g $B 0 y_ � 1� °° dI m LOLo hh Q2s iQ LL C _J 2 LL ci �LLtL 5 a Z ��- a �R?4 oYg feN > Co w LO Ci Z .0 N Z d -' ILILW ZN OU U W z z o J a � Ln z Q) (D a--r ,, 8 i Q a A j— _ O w s (_n c w t.n ro w _ E t $ ' =-I S y 63 U 1 0 N cm ti < z w re M � � Z Q U_ Wo ® 14E0 N 0 H ro xg wa 00 V �z z o E a� �` &< w� ~ a � � _ o 9< m f o0 Zz z m J ¢w gZ � o, V W T 0 r>7 �0 0 o oz N H =F - �I0 IIIIIIIIIII� v z< 03 °O > Ln 0 rn m (D N N Ln N T--• LO ^ >, Cr 0- U) mLO N C—) N N � i L r Q LOLO T m CV)o N LO Z N N m to v U r_ a _ 0 JOB NO : 23-06124 SCALE : AS NOTED SHEET NO. S4 3 W rh Q 39 N 0 t M N 0 0 / a N N E _ `v c c 0 v a> N N L0 a N N ci d 0 W SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL�4 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE oo WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90%OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE10d EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX 9 UNSUPPORTED, BACKNAIL wl (2)16d NAILS IF >9"SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN i ; TOE NAILS @ EA. END GABLE IS 4'-1" OR ��\ 2x FRAME WALL (SEE WALL SHORTER) \ gel i SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� �� 2 16d ( ) OSB SHEATHING ATTACHED FIRST (4) ROWS OF � W/ 10d NAILS @ 6 O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED �\`Ixll� (2)16d NAILS W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 40/C SPACED " WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2 x8 J BOLT @48 OC @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO I I BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS " TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3 @ 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION co `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES cc � 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF tp EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� 1�t NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� �� (3) 2 x 4 LAMINATIONS W/ (1) ROW �� �� (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS BL CKIN) G @ 24" 2x4 BLOCKING (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF 0/C 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) D ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"Yd" MIN 4FF M/CR CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE TTTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S'CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO IzIlz JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g _ SCALE: N.T.S. S5 MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER D BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. a@ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o 0 a O� CORNERJACK Y U , w z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 11111-rA■e1 g� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o Z � W a :5 C 10 V MO mac y = W '4 Q d N m� m a..c c m c c ca := •a 3 $ � .d C CM a cc .'= E � o a (i �E`��tttttiE�EgEff;/r�� 'M1 •'" \ASE•••�� v � - U0 . t zz 4 -� 4 ••........••• �. ffEl6t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H of zi zi N 6 to N 0 U:3),­, z- 1? S 0) M v Q C J LL W 0 -9LLLL W a Z Oi <O = 0 (V m W W WL 0 Ma a Z LL o OU = (0 W Cp 0 z zF N N Z M ^ ' �4-1 to LL uj � a U O W s V) c `� U c t � N so o z w M O ZZZ ¢ u- zo g R ao E U wz oa _ao o oa gzz < z o F- <z wg wz ix� c=n az m0 Out z Q) m J <p �Z $ °3 0 �z a N W W m� h =k _. aao �o c� id w o r H > O N m c� � N (p LLO N 07 co V) m LO M CD C14 N L0 T N Q LID -LO t E CM r- Ln 0 Z c E N w E c d v ai tJ J Q c ) JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. S5 3 W I a 0 J N 0 Cli 0 LO 0 r� Q N N d E 0 x c a 8. t- 004 0 d N N Uj 0 m 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN = 0 I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & V O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTLU STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 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 w as 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD JL ►- LAYER 1/8"THICK. L=w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE . � BARRIER FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4 w/ 02) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. '?" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 1© (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Ej-v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. a rn AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 410 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED .0 ..d. e... .v FINISH GRADE 00 .a FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS — — — ' ' 6x6 W1.4xW1.4 _ . .,b A. • ° — °O c T PLAN SEE FRAMING ; WEEP SCREED INSTALLED PER MANUF. WWF OR FIBERMESH • _ ' -rj ` • — -� 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 'r— �— 0/C FOR THE 1ST 2'-0" OF 1 NAILS @ 24" O.C. INTO TRUSS I BE -* I I STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3"CHAIR W/3" MIN. CLEARANCE 4" 1'-8" (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3l4"=l'-O" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 314"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON I/ 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS /EEP SCREED (STALLED PER. MANUF. IMPSON HETA20 w/ (8)10dx1 1/2" AILS AT EA. TRUSS w/ MIN. 4" MBEDMENT IN KO BLOCK 1-3 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'-0" "6") NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B, MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0' (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH — — — T kA �A i 1 I (3) #5 CONT. ON 3" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ( S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB �I EXPOSURE SH1—x II EATHING PROVIDE II II BLOCKING AS REQUIRED PER D w p SECTION X-X IF II II 2 U NOT FULL C HEIGHT SHEET- 0 Z II III JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I F T _T II EXP EXPOSUURR E 1 F F.. SHEATHING w II II II 2 SOLID 2x III III II II II I BLOCKING @ ALL C SHEATHING W EDGES(SEE III OPENING SECTION X-X III III FFX II II tEW II I� x E _ 2x STUDS W III I III II II II BEYOND. I II III SEE PLAN o III I I II II I I 0 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI 1 rl r1/ATt^kl MlA/%nA\A 3/8" "S" = NAIL 3/8" SPACING S 3/a" S 1/2" e =— S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING 4 LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) �pFNFR��R N� WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)¢" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)y". u) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u- _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p w/ 8d COMMON NAIL uj W W O @ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER q O00 co w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 W m u''. � @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL - N w O O ~ MEMBER IF GABLE END c W " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAtLV----\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH .0 .. 77 . • 4 ; •d .. : .• r •' A J, N M -III—III—I I I_I I ` �AA. III —III —III I I A :• :. IIII_IIIIII111 '. .: (3) # 5 REBAR ON 3" CHAIR 4" V-8" M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 (1) (2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE e— IIII,I 4� W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 �V ai 0 o .-% = LA.. a 1Z +.i a M G a_ a>' o E w c 3 $ =.did 3 �•� A c � (i U lit,i �? r�-•. S E��� .: • < <� rU ' < 1 �' Cep Cd w z F LO •,•� � F o • X' t v i 5� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 'T E F O 0 8 " CO N 0 :9 $ m A. 2 4 40 M di v Q C J - W q U_u' G Z —v a 2 t m8 Qi a N O W - Zp 0 - w � IL t o MZ ¢0 LL ZN OU W W ❑❑ M Z N o z 6 z o v J— o_ N zC1 " �4-JLU L U 0 w s in c LLJ J as U CS 0 a w 1! _ _ z < U_ Z O N a 0 E= U o° z® H N o E 0 as 00 O� Z f6 L z <o xZ 1z m f/� C <z < wo m 10 Orr m J Nm R. az Z z 02� o az Wco o m � �� � z �w =K �- J Z o w� � �o C7 zl a - j 3 0 c 0 > Lo C m m c� N N Ln N r LO >% r U) .2LO N M co 0) �\ L / T Q LLO r LN ui co ` j Ln o z N N E d C c a 0 a o JOB NO : 23-06124 SCALE : AS NOTED SHEET NO. S6 (MONO) 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). 13/4x11 i 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 L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON - - OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD --- GLUED AND NAILED I 2x� I D FTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ Lx4 / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND J" GAP TOP AND / \ BOTTOM, GLUED AND 10 STRINGER MUST MAKE FULL / / NAILED TO STRINGER 2x4 BEHIND RISER CONTACT WITH LANDING / BLOCKING FOR / 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ —FLOOR , \ 2x4 DRAFT RISER AND TREAD STOP JOIST SIMPSON A35 OR / / 2x8 SYP DRYWALL STOP MUST / \ LSC EACH NOT TOUCH STRINGERS STRINGER x SYP CUT TO FIT BEARS IN WALL I 2x12 SYP I I I BEARS IN WALL x4 BLOCKING FOR 2x12 /� I I I 2x4 PT UNDER 2x12 C I ro� Lj 2x6 SYP / ` 1 JDESTURE ' \ ATTACH 2x4 SYP BLOCKING OF STAIFOR STRAP2x4 PT NOTCHED INTO STRINGER 2" TAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ \ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4NAILED / \ NAILS) / OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 TAPCONS @MAX. 32" O.C. \ / 2x4 CUT ON BEVEL \ � � — — � DOES NOT BEAR IN D D WALL GLUED TO \ 2x8 SECTION VIEW "A" SECTION VIEW "B" G • - - SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER \ SYP FULL CONTACT WITH LANDING i / \ TOP OF / \ / 61, \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT %GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP �N PER CONTRACTOR PROVIDE 8 SYP 2x8 SYP DRYWALL STOP j BLOCKING MUST NOT TOUCH 2x SYP CUT TO FIT I 1 STRINGERS I BEARS IN WALL I 2x8 SYP 2x12 SYP BEAREIN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2X8 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST 2x6 SYP , STRINGER \ TO ANCHOR TO. _ PROVIDE SOLID BLOCKING (GLUED AND NAILED) SIMPSON A35 OR \ 2x4 SYP BLOCKING OSB OR PLYWOOD (2) LAYER EDGE OLD LSC EACH � � FOR STRAP � OPTION: 2X4 CUT ON BELOW ALL NEWEL POST BEVEL GLUED AND FROM JOIST TO JOIST. USE STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT OR 1 t%16" LVL 2 X 12 BLOCKS, GLUED AND FLOOR AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES 2x4 CUT ON BEVEL \ / / AT STRINGER CONTACT POINTS \ NAILS) / @ 6"" O.CAND R.T OP, BOTTOM DOES NOT BEAR IN WALL -� ��, ,�' NEWEL POST SECTION VIEW "D" SECTION VIEW "E" SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING —2x SYP CUT TO FIT BEARS IN WALL _-----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—i AT STRINGER CONTACT POINTS SCALE: 1" = T-0" ! L`t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ALUED AND NAILED TO STRINGER AeOR DRYWALL SPACING E SECTION VIEW SCALE: J" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 I \ DRYWALL STOP NOT SHOWN SE CTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND > TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT _TO )ISTS) H II/ 2X STRING�R 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \AD OR AD2X BLOCKING RISL�2 / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" GN N 0 W Z Z11 � �z co N ea t� V N C N ' cco a ao 0 N w 4t c c t 3 3 w a ca c_ $ c g a cQa ASE `LIP, �e.r ewe'••`'•... ••.�•��� ���. 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 �E N6 CD N ai Q M v 46 LL C-1LL LL W = qLL w o nm , Wm� C94I Z LL L (w . r- Z Q Z N OU 00 W ❑ ❑ U C Z f� 13 � N � 8 � o v W � � U O g N U W W z = m L) ¢ °° • N M 12 o M M Z Z Z J ll a S g �o 4 o E U jw Z® oa �_ ra cc O g aQ 00 00 Oz z Fes- ¢� Z Z �� Cl� �C a i Yoz m O z mCIO _ J wm aw ��j t) 3 ° Z z -Z W T3 pip o az Nw J _ J S� >° o v w� ila o 3 C 0 B > LO O01 m m 0 i� N CO U-) N Cr ca (� m 3:LO N 2 a..+ M M M04 0*) N L0 T Q N L0 L T N M L o Z Z E N cc N a E 0 _j --' a o I_j C c JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. IS Cn 4J I x Q 4 J N 0 I N M N 0 0 .�S Q 3 C Q N N 8. E E _ J 0 0 J a� Li N N 0 0 a N 0 v7 0 f d DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 P.T. 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16"0 4 FURRING 3116"0 X 3" LONG TAPCONS X 3 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"L111X8 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1 /2" x 3-112" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL ? 1/4" DETAIL STAGGERED @12"O.C• 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) T-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ Sd NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS --LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 t - FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (l ±5^ NOTCH WEB AT FIRST 2 COURSI .......,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :;';;. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ILAP FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'41 SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i i i FILLED CELL PER FOUNDATION PLAN ♦ UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ i♦ �R ♦♦♦ YP.) ♦♦ 1♦ .^. fHE ♦♦ S ♦♦♦ #5 REBAR (TYP,) ♦♦♦ 1� 1♦ 90° HOOK (TYP.) ♦♦♦ FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CCC dl!\TC 4 E)CI /V^f BRG WALL TYPE PER PLAN I I 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE / STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 i *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W,M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'4- 10 IU."111 Wit I tr ► e — — 1 ►e • 'a GRADE :► G •n e M ► Z N �► . ' • e' ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2x TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 7-6" TO 4'-0" O.H. CF/I/O�h (2)1Old NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SO I , IfJ11J' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: CFF CHFFT m Akin z O a U_ O L11 F- U @ FIRST COURSE i♦ ii H SS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a, FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° e' •� OVERHAN •� :a a' a,' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 1'-011 51-011 INISH SCALE: N.T.S. • ' ' ► #5 BAR x CENTERED W/ ► .:' a IN TOP o ► a ' KNOCKOUT / N .; • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° e DIRT b z •,• • • STANDARD ED 90 HOOK N #5 BAR IN FILLED CELL,1. , ,e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 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 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. O N Z � c W ci a e p a Q C%i .2 3 3 ro . d Iv .= q c cm a ry N 'a -= C � 4 t�i e�����E�113IL v$Pfr�y� Zv, i]" a Y L Jo'� • CMi Q C ti �C�' 7'- •Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W a_ v E 0 8 ii 0 nl a m UB101�_ di M :0 U. 0 J v LL 'L Z 0 JLLIL .a -a°0, ma 2 m Gj IL zZ`ZNow d � Z N OU U W ❑ ❑ M Z N �pC, z v J (nul) z C1 v o � a l.1 O,,,s N -N C N = Y U W J t $ i> U o � • rMi z s z z `° zooZW¢ o C o Z ni O E E o¢ o 01 z w ¢0 wo wZ M, o C C �z z U mo z oLL z Z m J ro ¢ a Q z gZ 8 3 0 g �W W m CS� <a F �o 8I� 0 3 0 O = N > Lo m ca ca c� N CU L N T �•� Y /+ T a. U) m = L:) � O — 3: N 0) CD rn CN Ln T LO LO M T C;m z z E N N �, w m a. E U � o a? Q O c JOB NO : 23-06124 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONY. 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 PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ----- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 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'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH F TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. —� � AA CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 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 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP N; SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND -� --= SLAB 1 1/2" - - (2) #5's CONT. T&B w/ 4„ 7 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RADE • tV Z 1,-4„ HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 SCALE: N.T.S. SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID REQUIRED INFO 1 _ 1 MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 j j SEE ELEV. FOR w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED O I I MAX 3 SOLID. SEE ELEV. #5 REBAR CONT. Q I I COURSE FOR BASE SIZE @SLAB LEVEL J I Iir — — — — — — — — — — (3) #5's EA. WAY I I 1 I EXTEND SLAB W I I I 1 1/2" BEYOND W I I BLOCK FACE f�% I I I __—_— X__ _:._ ` EXTEND 8„ SLAB 1 1/2" j I Ak SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN RADE (2) #5's CONT. T&B w/ �,, z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • r MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"—// TO DRAIN WATER IL KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS -1 Ott FLAN L. A -A ALTERNATE BLOCKING SIMPSONHADER&(6) r----------� CENTERED AT I I I I I FOR CANT. DETAIL INTERIOR BEARING SPLIT T TIE 1 16d INTO HEADER & (6) /,-1 10d INTO BEAM -SEE '(, � BEAMS TOGETHER I I I I I I 1 ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I WOOD TRUSS I SEE FLOOR PLAN FOR I p` PROVIDE BLOCKING AT ALL TRUSS BEARING 1 COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN I I CONNECTION INFO REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE L J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. - - - - -" - L - - - - - - - L - - - - - - - - - SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT rA� SEE FLOOR PLAN SEE PLAN FOR 2x4 STUDS w/ SIMPSON ATTACHED PER NAILING SCHEDULE FOR BRG. OR REQ'D STAIR INFO. SP1 w/ (10) 10d NAILS NON-BRG. WALL IF CONCRETE STAIRS AT BASE SEE J/S6 FOR FORMED & POURED MORE INFO. W/ (1) #5 EACH STEP PORCH SLAB SEE EXTEND 2" FOUNDATION PLAN SLAB 1 1/2" 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ --- ---,;---*-�.* (22) 10d NAILS OR - (2) #5's CONT. T&B w/ a W SIMPSON MTS12 w/ #3 STIRRUPS AT 4'-0" TWHEN - - 4�� z - (14) 10d x 1 1/2" NAILS DEPTH a_ TO FLOOR GIRDER EXCEEDS 30" PORCH SLAB SEE - a N �� BELOW @ 16 O.C. GRADE FOUNDATION PLAN w • N Z Z - Nor (2) #5's CONT. T&B w/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH , r 16" FLOOR SYSTEM FLOOR GIRDER EXCEEDS 30" LOWER SEE PLAN FOR SEE PLAN FOR Ilk GARAGE S SLAB DIRECTION CONNECTION 1'-4" SEE PLAN SECTION a@ FLOOR PORCH SILL 15 LARGE STEP DOWN 17 CONNECTION 22 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ��j SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR Top-b-r REAM Nv I I I I SEE PLAN FOR CANT. IF INDICATED 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE K4 CONT. W/ (2) 3d COMMONS AILS EACH TUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" Y2' CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS SIMPSON,10d HTS2 NAILS 1 v � ° MIDDLE GARAGE OR LOWER SLAB SEE PLAN ° ! ° G d �C'j z COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR J-BOLT OR Y2 TITEN HD 2 l ANCHOR @ 24" O.C. W/ MIN.6 EMBEDMENT a' BA_ X ° A A° e ° 'd MAIN HOUSE ° a o ° A. SLAB . d._ (2) #5's CONT. T&B e w/ #3 STIRRUPS AT a a 4'-0" WHEN DEPTH EXCEEDS 30" ° 1'-4" SECTION @ GARAGE MONW 21 SCALE: N.T.S. N o W o wr a cr Qyd,N m d 3 3 ry ca ca �l. U 0 N - • -�./ (✓ d - V ® %�. YOB lr� _SSNO 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. E N r M f n r r 4 J M v 4k LL C J C W ca LL LL , Q. Z 193 J a _ WC/5 2 1­ 0) LLW . m w z Z N OU U ❑❑ � R Z N cn Z z Q _ N Co .v o �O c 8 w t c �0 Q Y 04M S r occ Jz w C`7 8 o Z zo g O Zs QN Q a p � w� z• �v CL M0o �� 0 oQ Z t�D ME Kz <S W- s o z Y m2 r O OLL Z m J uO a ° 'aw 2z W 8 US o g° m J Z < 21 1 y (I I C`3 �t w zl°d a r=- OU O 0 � 12 = O rn M c� � N Co LoLO N U) m N CO coO CN N N L.n T Q LOO LO N CV) Lf) Z a EN E U _j Q p JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. D 1 r r I I (1) SIMPSON LSTA30 w/ (22) ' (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. ' EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE I 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. INTERIOR HEADERE DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 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 q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF ----------------------------------"------------ G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 12d EA. END TO HORIZ. .: FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB INFO 1/2 GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ol SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE :� ON FLOOR SYSTEM TO MASONRY WALL :�.VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7)10d NAILS & (4) 1/4"x2 TIE BEAM „ @ 8oc SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4,TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @@v 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 A SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2 2x6 TOP NOTCHED AT HEADER LOCATION () 2x8 OR (2 ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS B� CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �; : SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT NAIL BACK OF CIPPLE 2x HEADER TO SIT .I A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10§2x6 CLIPS) LEG TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER NAILING AREA (TYP.) (2) 2x HEADER o G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O EXTERIOR HEADERS (2) SIMPSON MST37— SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF �I 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 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 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF �— 1 1/2" (USE SP8 FOR 2x8 2 Z x #2 () C B H B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. I WALL) @ 24" O.C. SYP U.N.O. �I EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) T. STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 ISSEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS ? B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE HTT4 (18) I AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 1SIMPSON 6d NAILS & 5/8"w/ ANCHOR BOLT w/ BOX H E A D E R SEE PLAN E F Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ti° AND NAIPLS AT BASE SIMPSON 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 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY.2 5 SHEATHING CAN STOP ONCE UNDER s STORY COL. @ GIRDER 7 (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. ° u ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) ( SIMPSON SP4 w/ (6) 10d x 1 1/2" USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 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 PLATE THEN DOWN THE � SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B _ THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �g8?x4T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 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 A WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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 IS GREATER THAN 4 FEET OPENING NAILED TO STUD g 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 Ile END OF OPENING CENTERED TAPCONS , ' W/ (2) 10d NAILS NAILED TO STUD PACK j' ' FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG.TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N N c _o � w 0 •� � a "IC o o -� n, to ct .m a u w a a io 3 3 ey • °' cu .o` �® a � 0 ,�r •' OWN tl G N U `r E r C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineers signature and seal. W � Lo � � (ii rn N z. A .9 di y M J Q C LL W J L LL o. a Z —d t m � q� oC ; :21 � 0 W m w Z M 0 a k IL N do y W o0 z N z z a Q v J — N Vi z v cc � (U N `V W ccu Q a 0 WC) g N C y N S in U (� f— W J Of o J� w M J Z Z Q L_ EL E o E • H w� a Z® so C,0 Y= � 0 as U � ¢< Z � wo ww <n r`v M Qo0 m0 Zz z m 15 J m ae° <w ,z W 8 °off LLa Sz �0 d w¢ ;o 0 9O 0 = O 0 � N CO L N :3 TCr L0 U) m N _ � �..+ Cr) M � CD Lf) N LO ui M Cl) � N �; 0 o Z Z E N 2 a E ci a o JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE BARRIER 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 TAPE EXTERIOR WOOD FRAME CONSTR SELF -ADHERED FLASHI. NG 3/4%1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND (ASSEMBLED WINDOW) 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 z NAIL BRAND OR EQUAL WEATHER NAIL 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 WEATHER CAULKING PRO�- O SELF FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. -ADHERED 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WP07) _ , other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP Pp 9 P PP SELF -ADHERED FLASHING .. , _ horizontal) with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 y, PP Y pp Y J pP inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTsecure No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and �. cut, fold &temporarily secure weather eat RIM JOIST buildingappendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. q P THESE DETAILS ARE GENERIC AND a resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape O R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathin shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade g°BE D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOWSELF-ADHERED FLASHINGFLASHING i SELF -ADHERED FLASHING 1 EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING JI 3/4"-l" 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 3/8" 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 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 framingcomponents. P ry `' P g P WINDOW LETTER ON CHEMICAL O 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, �o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6' PER TO EXPOSE READH ADLEASE HESIVE OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' MASONRY WINDOW BUCK t ° VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT e e ° ° THRESHOLD , �- shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z a WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) �-J AND EXTEND TO WINDOW 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 ATTACHED PER CODE ° SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in the 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with at exterior window and openings shall accordance with one or more of BEAD BRIDGING following: CLADDING AND WINDOW FRAME z SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing Instructions or forapplications not addressed in the fenestration g , 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 O 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING Q O (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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. . Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN stucco FLASHING AND WATERPROOFING METHODS TO BE USED. MEET PLASTER 3/4" CEMENT PLASTER ° a , ° ° ° ° 12 MIL (min) DRYLOK EXTREME ° ° APPROVED FLASHING TAPE DOUBLE ° ° ° ° 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST ° a d ° < ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° ° Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING u ° ASTMC926 in accordance with SELF -ADHERED FLASHING ° ° d ° ° ASTMC926 2 ° ° Felt backed metal 3" MIN - k.:. ` lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 2 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 7/16" O.S.B. Metal . , sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER , Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL �� / �j Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH I i STRIP OF SAF LEGEND I 1 SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE RAINABARRIER EAPLLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - I I� I BOND BREAK WRB SELF FURRING (SF) LATH n n 1 1/2 to 2 Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I 1 PLASTER ACCESSORY Sheathing Installed As Per I_ SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS ® Manufact. Specs. 1'4" PER PLAN z­7 I Detail Instructions Iff ,- „ 1 0 PER PLAN v I I WRAP DP WRB ONTO I I � THE VERTICAL „ ous finish Refer to the number marked as # in each detail that corresponds to the P I SURFACE TO TOP OF Cement Plaster De nativeCeme Decorative Finish numbered items in the list o Instructions below: I 1 I FLANGE AS AN AIR in accordance I BARRIER with ASTMC926 ° o,. o., , o, All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU I I 3-1/2" INCH FLANGE I over wood 2nd •o'p ••o,• outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding - - Q °a --------------- - - J I ' ®•o,®• need to be miter - laps 4"OR8"CMU ° �------------------ I I •o cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) H ° _ _ _ Z Z 1 I STRUCTURAL FRAMING '�°•oe. °•4 butt joints need to • o, o• 4. Split the release paper using the ripcord (Split release on demand, -I-- ° FILL WITH GROUT I::::I a a a I. " � • o•®, eq'• becaulked using ' ° ° " embedded in the adhesive layer) - for ease of installation and to e,d i STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts a ° ° a d 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 ° d a _ cn Cl) DO NOT SEAL - - - - - - - - - . CONTINUOUS BACKER i- ---- ---- a DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° 0 U ROD & SEALANT DRIP SCREED PLASTIC i I Minimum) SLOPED MUD BED ° ° L'-' _ W ACCESSORY I li BOND BREAK WR13 I ; I 6. Fold as shown by arrows'- 7. Angle of corner may vary, adjust folding of the flashing accordingly to ° 8 I�-I a LU LILI i SF LATH fit tight to corner VINYL SHOWER PAN L I ° ° 0 , I A iI P ° it II Note: 8. Mechanically fasten as necessary ° d U) I I ===`------ ' The lath SLOPE ° a - building paper and metal must be (___ Cement installed over the top of the weep screed. d ° - ° __________ PLASTER STOP �� Plaster block 4 CONTINUOUS BACKER ROD over d a a a & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE N Z W a t0 y N N as V- to asQ Q � N F. 4J Gf � F. V) rL CI), CV 0 CV L 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �£ 0 8 0 N c c� r ��, Ol r'n��� W 4 tl M Co LLI� a - -6nw Z L r6 � O O ILW�2pjO' ZZ m w tO N O Q F- I- � V N OU Z W CJ � Z N M � � z Z n rz � N Ln - f7 z .B v 1 , o LL w � � U O w 8 C �N � rUu '- - E L I Cn-0 c N � aZ Zz w M o3 r a J =o g E ao E U o oLL � z® oa ro o 00 Z�� r ,0 WZ R o _ m 0 Z Z 9 Ln m ¢ ZO V7 z 0 o =o az W 8 SC mMJ ¢ yLL mW =3 v 0. a 3 H >Lo c� � N Co LO Cr 0 L1 i O 3:N a) to Q a) o to T L` j T" LO m N M ` LLB o Z Z e IN ti U) cc E U w � a Q JOB NO: 23-06124 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets t,10 Gauge) +1/2° x+1l2' x 2-12' T* sack Cross Support (May be cut to W) See Anchor S/=hedule Right Bracket (16 Gauge) sorts 112" Dia. A325 Daly. (Typ,) 0 0 #14 Self -frilling Screws 10 S/81, e A/C Unit Bottom Edge e Hurricane Strap (Typicaf. 3 in front) Washer, Front Cross Support Self-t.ocklnq huts (May be cut tow) Left Bracket (16 Gauge) 014 Self-orrlIng Screws Thru Brackets A Bark Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) ipsiaFic ou1�.laoclD rnuna4tuns arc plurrrlri Ynth -6 Hmnca .Iur St-ac>r p RdNnt sd1 f mwbg shniv.ile upon eeyuer (a�dieM na1 Em aefti apply) 4g91 mige Yam Manufacturer AlRmetion 2020 Shan Vent Product., Inc. Category: S7rxtaal Components SbCaegs Products Introduced as. Remit of New ToWn.logy Clepllenes Method Evaluation Report tan a Florida Reastamd Jrdiftot are Umwd Florida Professional Engineer g)raa Rodin rem.ra.nharrl4ret 1 SnprVam Moeel#1540510 2 SredVant Model #1540511 3 Smadverd MIND 91540520 4 9nedVent Media 91540.521 5 S artVeni Model#1540524 6 SmulVel Mode191540.570 7 9rremVenl Model 61540-574 Florida Deperliment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Cal. lndn.ra 13cenP. valdhw M Wheat Graham Hermes F. Narara P.E. Locke Emden P.E. (677)441-830 PE73778 (334)300.1800 Imo@ematyenLcom Product Description Du.l Funcam Flood end Ventaeon Vet dal F-c6m Flood end V-Sall-Vrd hsulated Flood Van hNated Flood Vela 164qud; Garage Door Flood! Vent Wood Well Insulated Flood Vent 14.511:qud: Gang. Door Flood Vent Pass I or 1 121101=1 lala Jot! Date, Pmdm pad Valdese ag@IDffi>m W Aboroval Alp1S93t9 (gran. 12N arm 12/1snom 122a@020 Approved Quality Assurers cook - to 20 Almrovedfor Us, in HVHZ Yes Acorowdratlea mY�L Ye. Impau assistant NIA 22am FM-.12b12023 +1OOF100 12/31/2023 Yes Yea NIA -100,1100 IZW12023 Yes Yes NIA NOOr100 12131120M Yes Yes NIA s100F100 12131nom Yes Ye NIA WA 12/3112023 Yet Yes NIA •IODLIDO I2W=23 Yes Yes NIA WA Florida Department of Business & Professional Regulation Pape l art Building Codes and Standards 1114rm21 Product Approval Application Detail 5-a yw� - �s� s:z��.,c"�., ��'�a,»�z-x-�.�- -sue _ .��-Y s�«.� �r��-^s-�,^• �.«_-;,�^�,-z�„� tee 1 Rat DO 1101161-uanOm 212 mula V,,i- Mamderd.- Sgum EnM-aLicrwa VMloa,der vyldated aBm= EIGAIRMIrl dY,Uld ; FtWslon 2020 DreXel Metaie. Inc. Jeaan Shumate Zachary R. Pdest Lopes Bowden PE. Oafr WM20 06111a2020 OW02020 104132020 Approved Category: Roofing (502)303-1511 PE-74021 (334)300-1800 SubCregory: Metal Rooing Ishuna viona-met.can Cmpeelce Memod: Evaluation Report mom e Fiona RegMered Anhied or. Li-Nd Florida Praessionai Engineer F QUOVAeM#MXe Approved tor Use AgroVedtrUN Impact Do" 4lg8 Roast roar. Nusibr or rrrr a Producton COW@d mwratim Ora In�1S Rl Mast Pleasure 1 aezel Motel Rohe Systems DMC IwNs, ouic 150", DMC 175S, DMC 2008, 12(312025 Y. No NIA `0h/8o DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page2of4 3vm� , E4Yt am 2161 alit Dye Perm )au mm won valimisai rAgm Ersolhater JL Llossiss, Vildafedlb vim MAO= EAGAemerr Am ,d ALMA Rewelon 2020 Theme-Tru Caporation Steve Jespersm Lyndon F. Scli cold P.E. Ryon J. IOng, P.E. 04/15/2021 12012020 04=021 061082021 Append CMegry: Extator Doors (800)843-TE28 PE-43406 ie13)767-6555 eubCategory: 8winghg Blamer Dog AssertYXke simperson@mermatm.c Campikncs Method: Evaluation Report son a oar Florida Registered M0Alted a. Licensed Feria Prolmlaial Engine. EU *,skyAtepaa Alstinedfor Use Aeororad for use Imp Jam s.a r Predict Morel Nuaber err rumor Jd D-11oggg 4 1, HVHZ Donald, HVHZ 1t:1�1� Pressure 1 e. Th. -Tru nba-Gesste and 9moobr,9ler 12f31/202e Ndnhal 68A79:8 8quotimpad8qua; Opaque No Yes Ye WA Cornpaste Edge Fbsrdan Single Door (10"Maloutreahg: X ewouratlm) 2 b.Therms-Tru Fibs-CI-sicend Srnoobr3er Nominal 63050A arpctimpadaqud; Opaque 12131=6 No Yes Yes WA Composite Edge Fbe.g.s. single Door wfth 9Mane(s) Mavhg/Ouawing: XO. OX or OXO mmlgundbms) 3 c. Theme-Tru Fiber -Classic and Smooth -Star Nominal O&M:$ Squct lmpad8quot Opaque 12/3171025 No Yea Ye. WA 4 d I Th.ma7m Flber-CI ....nd S-11h.aar 5 e. Th.-TN Rbr-Class end 13rmr0ptr-era! 6 f. Theme -Tar Fear -gaol and SmoomASter 7 g Th.-Tru Rbr-Cl..Nc eN1 Smarm -Star 6 h. Themes-Tru FiberLlassle and Smodh-Star 9 I. Therms-Tru FIDN-Classic and Smoot"r 10 1 Thheme-TruFib-{desks end Smooth -Star it It. Theme-Tru Fiber -Claws and SmoonStar 12 I. Th -Tru Fiber -Classic and 9naath.4v 13 m. Themna-Tru naer{bselc.nd Smodh-Star 14 e.Th.-Tru Flber-CN.N. and&idiom-par 15 eThaane-Tru Fiber-faasrc ad Smoab-Star 16 p- Thamm-7ru Fiber -Classic and Smooth -Star 17 q Therm-Tru Fiber -Classic and Smooth -Star Composts Edge Fiberglass Double Door wan or wiMwl Sldeltes (hsrhg/Oul-ing XX m OXXO cm9gurall Nobnr es93D0 ass .Imps abet paqu d d Omuta Cotposne Edge Flb.glaee Single Doer (1n.MnvV.tering: X cmlgurellm) Nominal eflmr0 aqua;FpdAquot opaque Composite Edge Retreats single Doorelh Sdrlt.(s) drawirglOut.W.9: XO. OX. OXO mafigurlms) Nminsi 8843900ua:tmpad8quot Opaque Caroodh Edge Rbergase Double Door eth or ,eh ad edeltee dn"r elouteeing: XX Or OXXO -figuration.) Noland 681119 Z Soo tkmpadlquot Gland Cor poalte FAgs Fiberglass; angle Door (hs41n6/outswing: X emigum oon) Nanny 66039:8 aqud:k+eWAWot Gland composite Edge Fbrglass Singe Ooorwkh Sidre(s) (I1"ngK7Mswro: XO, OX err OXO Nominal 680311;8 3c"0Jr tped&qut Glazed Carposne Edge Fiberglass Double Door with or wmout Seattle (InwAre/Di tseing: XX a OXXO collurstionsi Nabnal 6al390 Aryd;krpad8grot Glazed Cmposte Edge Flberom Binge Door (Imrng/Outswiig: X contgura8m) Norinr 80LO 0 agrti pdaqut Glared Coposite Edge Fiber" angle Doawkh Sunni ((nsongsoutsalmg: XO. OX a OXO cmfierrrime) Nomnd 801411311,10 A4Jd:i peMquot Gland Compo i to Edge Fiberglass Double Door MM or without Sddkes gmMnWOuteeing: )0ar OXXO aeggJramloms) Nabnr 66039:88qud:krgsdAquot Glazed Molded Open Compute Edge Flbree9e Single Door (haWngOOutemng; X configuration) Nominal 664311:6 equot:krpadagJat Glazed Mdd.d Open Composite Edge Rbergs.. Shag Door with Glazed Molded Open edetBais) (hvaing/Ouhrlrg; XO, OX Or OXO cofsguogans) Noland 6801039:8 agwl:hpeorqu t Glued Molded Open Canpaae Edge Fibergau Dbl. Oca i fth - thod ca.aed Molded Op. SidNtes (InWng/putswinr XX or O)0(O taMOurrims) Nominal 681030:8 &DJatrrpd8quot OP44e CmpoWa Edge Fiberglass Singe Door With Moded Open Sdre(s) llne.mgiOutamrig; XO, OX or OXO confipr atlaml NCNnr 9&#39;8 agrd;1nrpadL4ut Opaque Cafpodts Edge Fiberglass Double Door YAh or wb.ut Glazed Moded Op. SMMts. (hpAngloviselog; XX a =0 configurations) 12/3t2026 No Yes Yes NIA 12031/2026 No Yee Yes WA 12/312026 N. Yea Vet WA 12/31/209 No Yes Yee WA 12/312026 Ne Yes Yes WA IZ/3112026 No Yet Yes WA 12/312026 No Y. Yet WA IM112026 No Yea Yes WA 12012026 No Yee Yee WA 12031/20M No Yet Yes WA 12r312026 No Y. Yes WA 1213112TA No You Yes WA 12f312028 No Yes Yet WA 12012026 No Yet Yes WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Dell Papal all VJ2021 e A Bdr or M1 an Date Pending aaa 7112e version Contest Enoinsio, Validated file vrrlmlad agOp{.ffi ESOAgg®01 Ag�lBtl lam& R.Yleion 2020 POTtherstrks Jar. Ros"Is Marl -Dade OCCO-CER Mland-Dade SCCO-VAL 11/15=20 101262020 112//2020 APprowad cat.gry: Extorter Doers (941) 406-0toa (tore) 315.25110 mmCahgery!akrig Exrenar Dog A-M.. ya6aystlfgppthtlusMeat Compliance Method: Certification leak a Listing ern PU2514M Products Quality Assurentai A.-Wr.Uae Ao.oYWfor w, lggagt 2nim ROtlud Mode. Nrarbrr Nara Fe." C.."Do n CObfod ehmerlba Doh In HVHZ O.Md. NVNZ R.sl@att P .r egu ,- 9 8065570 (Large Masse head) 41ry1 along G.- Door Q41142021 Yes Yea Yet WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35a0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34,4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35,0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55,0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261,1 N/A, 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A 6/29(2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NiA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 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 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products GaIxenized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 Nil 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Paget or3 11252022 Will ` _ 290 EOtttvm Jill 291 OelaPendina J� �i Version Marlltecturer contact Enalneer.License Validated By Validated submitted F Aoglnud moved AMA Revision 2020 Thermo-Tru Corporation Steve Jaspereon Lyndon F. Schmidt, P.E.Ryan J. IGng, P.E 07123J2020 07/12r2p20 07129/2020 10/13r2020 Apprwed Category: Exterior Doors (SOD) 843.7US PE-43409 (813) 787-86M SulaCategory: SWnging Ectaricr Door Assemblies sJoepersontlilthennetru.co compliance Milbal: Evaluation Report from a m Florida Registered Archtect a a Llcarind Florida Professional Engineer SSs Product MOtlsl. Numberar Name OualXsr Product Desengtdn Contract AaWranm A2atel2L%L1lM Exolmuw Onto ARUMI in i1VH1Z forllee Outside NVFQ Resistant Pressure 1 a. ThermaTru Pobr-Classic and Smooth -Star Nominal 8&MI) SquotimpacAquot Opaque 1213172Q22 Yea Yes Yes WA Composite Edge Fiberglass Single Door (Insw WOutswing; X configuration) 2 b. Therma-Tar Fiber -Classic and Smooth -Star Nominal 68011391.8 8quotlmpact8quot Opaque 1213112022 Yea Yes Yea WA Composite Edge Fiberglass Single Door wllh Sidelte(s) OnswinglOutswing; XO, OX or OXO configurations) 3 a Thrme-Tru Frier -Classic and Smooth -Star Nominal 68#%,e 8quot;ImpadSquo# Opaque 12131r2022 Yes Yes Yee WA Composite Edge Fiberglass Double Door with or without Sitlemes (ImWng/Oubnwing; XX or OXXO configurations) 4 d, Therma•Tru Fiber -Classic and Smooth -Star Nominal 88439;0 rquot lmpact8.quot Opaque 17011= Yes Yea Yea WA Composite Edge Fiberglass Single Door OnswinglOutswing; X configuration) 5 e. Thermo-Tru Fiber -Classic and Smooth -Stray Nomina1881ge,0 Squotlmp..tLquot Opaque 1213lam Yes Yes Yes WA Composite Edger Fiberglass Sin®pwidt e Door h adelite(s) OrMwingrOumwino XO. OXa OXO configurations) 6 r. Thrrtw•Tru Fiber -Classic and Smooth -"a, Nominal 88103S,0 aqu atimpad8,quot Opaque 1213112(712 Yes Yea Yes WA Compasne Edge Fiberglass OWN. Door with or without Sidelites (Irlemrg/OuteAing; XX or OXXO configurations) 7 g. Thrma-Tru Rbr-Classic and Smooth -Stir Nominal 884Wll SqutctimpectAquot Glazed 12J31/2322 Yes Yes Yea WA Composite Edge Fiberglass Single Door Onaning/Oulawing; Xconfiguration) 6 h. Themm-Tru Fiber -Classic and Smooth-Smr Nominal S&M.8 Squottmpect8quot Glazed 12131/20Y2 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sddele(s) ((rwwing/Outewing; XO, OX or OXO configurations) ® i. Thyme-Tru Fiber•ClaseiC and Smooth -San Nominal 6&#3Q8 liquotlmpacAquot Glazed 12131QM Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelines (IraMnWOutswI g; XX or OXXO configurations) 10 1. Theme-Tru Flber-Classic and Smooth -Star Nominal 8aAWD BquotlmpacAquot; Glazed IV3112022 Yes Yea Yea WA Composite Edge Fiberglass Single Door (Ins ing/Oufswirg; X configuration) 11 kThrma-Tru Faher-Classic and Sldot,Star Nominal 9&*'AS08quot lmpac48.quol; Glued 12J31R022 Yes Yes Yes WA Composite Edge Fiberglass Single Door WM Sidelte(s) BrrewinglOutswin0: XO. OX or OXO configurations) 12 I. Therrtw-Tru Filar -Classic and Smooth -Star Nominal 88#361,0 Squothi piect&gwl; Glazed 12131R022 Yes Yale Yes WA Composite Edge Fiberglass Double Door with or without Sideltea (Inswing/Out king; XX or OXXO configurations) 13 m. ThemoTru Fiber-ClasMC and Smooth -Star Nominal 68039;884uctlmpactiLquot Opaque 1213l f2M Yes Yes Yes WA Composite Edge Fiberglass Single Door Wm &quotNcrelmpad&qu t; Sidelite(a) (Inswiny0ubwing; XO, OX or OXO configurations) 14 n. Therena-Tru FlltrZtassle and Smooch-SEsr Nominal 61103 ;8 Bquetimpad6quot Opaque 12J3l/2D22 Yes Yes Yet WA Composite Edge Fiberglass Double Dow with 8quotNorelmpact8quot Sidelites(InaNngiOutswing; OXXO configuration) 15 o. Thema•Tru Fiber -Classic and Smooth -Star Nominal 84,11 0 Squotlmpactilquot Opaque 12J311202P Yea Yes Yes WA Composite Edge Fiberglass Single Door with 8quotNon-Impact8quot Sidslita(s) OnswirglOutswing; XO, OX or OXO configurations) 16 p. Thermo-Tru FlberLiassb and Srnoo"ter Nominal %r1�;0 8quotimpad8.qual; Opaque I7J31IM22 Yes Yea Yet WA Composite Edge Fiberglass Double Dora with 8quotNoo-lmped&quota-Sdelffes (InaMrlgfOutsW ng; OXXO configuration) 17 q. Therm-Tru Fiber-CIssc and Smoath.9lar Nominal 6&#Sg;8 BquotNon-ImpadBquat Opaque 121311= Yes Yes No WA Composite Edge Fiberglass& Single Door OnswinglCut"rig; Xconfguration) 18 r Therms-Tru Fiber -Classic and Smooth -Sur Nominal 684139.8 SquotNion-Impact8quct; Opaque 12131r2022 Yea Yea No WA Composite Edge Fiberglass Single Door with Sldelts(s) linswingrOumwing, XO, OX a OXO corth urations) ig aTtlrma•Tru FberLlaeeic and SmoatleStar Nominal 694M;88quotNon-Impact8quot Opaque 12/31P1022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sidemac (InaWng(Oulswing; XX or OXXO conmgurations) 20 t Therms-Tru Fiber -Classic and Smooth -Star No. 8WRO 8quot Non-Impact8quot Opaque 12J3lr2022 Yes Yes No WA Composite Edge Fiberglass Single Door (InoeinVO.te.irg- X configuration) 21 u. Therma-Tru Rbr-Classic and Smoth-Star Nominal WWII SquatNon-ImpedSquot Opaque 12131r2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) (finedngiO tFoAng: XO, OX a OXO confiburationsn 22 v. Thame-Tru Fiber -Classic and Smooth -Slay Nominal 8W3g;O&quotNt Impad8quut Opaque 12131r2022 Yes Yes No WA Composite Edge Flbrglass Double Door With or without Sidelites pnswirg/Outswing: XXa OXXO oomigunrions) 23 w. Thera-Tru Fibr-Classic and Smooth -Star Nominal 58#39;S 8quo1LNor+lrtpacAquot; Glazed 121311=22 Yes Yes No WA Composite Edge Fiberglass Single Door OnsWrg/Outswig; Xomfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal WWII kuotl l r lnYmctilquot Glazed 1213112022 Yes Yes No WA Composite Edge Rbrglass Single Door with Sidelte(s) OnswIng/Outswtng; XO, OXa OXO configurations) 25 y. Theme-Tru Fibr.Claallc and Smooth -Star Nominal 6&9W;8$quMNiorvimpscl&quot Glazed 1213laM Yes Yes No WA Composite Edge Flb"Im Double Door Wm or w inout Sideiites (Ines i glOutew(ng; XX a OXXO configurations) 26 z Theme Tru Fiber -Classic and Smooth-Shr Nominal S&A39;D8quotNon-ImpaU6quot Glued 1213l 2022 Yes Yet No WA Composite Edge Rberglasa Single Door OnswirgfiOuhwina Xc onfiguraton) 27 za. Therme-Tru Fber-Classic and Smooth -Star Nominal S8#SD:08quatNm-Irtpacl8quot Glazed 12/31/2022 Yea Yet No WA Composite Edge Fiberglass Single Door with STdelte(s) Onswi ng/Ocdawirg; XO: OX or OXO configurations) 28 A. Thermo-Tru Fiber-Claissic and SawthStar Nominal 8S#98;08quothlon-Imp"quot Glazed 12131/2022 Yes Yea Nc WA Composite Edge Flterglasa Double Odor win or without Sidelhti a (Inewrig/Outswwnt XXa OXXO configurations) atilt mm version millailliall Reila. 2020 MI Wndors and Doors Category: Exterior Doors "Category: sitting Exterior Door Assembles Cortpliance Wtho2 Eraustim Regan tom a FlakM Registered ArmRect or. . Licensed Florida Ft4133324ri'Prvduda Profeutmr Engine. It" Product Model liunar or Ilumm. 1 SERIES 420 ALUMINUM SGD 2 SERIES 420 ALUMINUM SGO 3 SERIES 420 ALUMINUM SGO REINFORCED 4 SERIES 420 ALUMINUM SGO REINFORCED 5 SERIES 420 ALUMINUM SGO REINFORCED Florida Dope rt merit of Business & Professional Regulation Building Codes and Standards Product Approval Application Deters Pagel off 1115=1 ItIla1L9[ Corded EnolmKa.1icense kiLmo.®t Iatt W YaludW ammaw close Pontine FeCAsmoval Ialg dg..vd ALSK Rat Bltlrgr Luis Roberto Lomas Storm M Latch. PE toAa2020 IMM020 101192020 12/152020 rppraad (717)305.3300 PE92314 f71 T) 317-6454 bsiehgem®mMtl.cam Product Duarkaan 9volltvAmgance AogrowdfoUs. AaerOWdfrUse )ItldYHi )211fdd HM JaM Resistant gasket Proteins SERIES 420 ALUMINUM SGD OXO 12r312024 No Yea NO WA 1403/4Aqudx80aqud; NON -REINFORCED SERIES 42CALUMINUMSGD OX XO.XX 12/31/2024 No Yes No WA 88AWdx80AWt NON-RE7NFORCEO SERIES 420 ALU MINU M SGO REINFORCED OXO 12/312024 No Y. ear WA 1453/4&quc1x9Wud; SERIES 420 ALUMINUM GOD REINFORCED OX 12012024 No Yes No WA XO, XX 9%quctx96squor: SERIES 42CALUMINUM 9GD REINFORCEDXXX 1213v2024 No Y. No WA 143aqud:.988ard. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ppr pp Per 1 all I&= - - � a ' - . s 'a'4 - iGxk ' n' b T<P w � ' " � �rl✓"`','r+_V J +'i7' �: • �_ .�_ .,_ _.. _-,. .-,." wE.-`'an.4 •`its;+s ..,�'.., A' -.. _ ..�. iw _ 4 _M,.� � __„ - ,-. «�� �,. ;:- �.>, S'-= um Settee or aga a" Date Pandfirts am ]spa version Mmufamltr Shear a Ucense Validated By v da.�ed FRC Alerowl > ReMsidl ZD20 WayraD.ton,a division .Overhead Door DWayna Kalish John S S.I. Jemty P. Ametm, P.E. 10112/2m 09429=20 10292020 12152020 Approved Corporation (330)763-0121 PE•51737 (904)821-5200 Category. ExleNa Doors dkomislh®lvayn"llon.c SheCa.W,r, Sartmal Extrior Door Asserreaet an Carpllare. Malhed! a tivaim Report tom a Reside RegisNrodArdmed a a Ucrosed Florida Professional Engineer At" Rodihct Yodel NAMr a Nsne $ g(pn 2wwkdur3>1a Aggrieved for Less Amrav,dtaUa, Cowracl Omlrallon tit. In HvHZ outsidei toaC D d- pressure 3 BOOOa101y8200 #1105 fill Max width. 11a1R36; Mar height. Gazing 12/31i2023 No Yea Yea a31.0005.00 avelaba in top a Inemedire section. 10 8000MlOM20091123 168039: Max width. 118#SB: Max height. Gluing 12/312025 No Yes Yet +30.00"3.50 rvallable In top a InteRmu lMe section, 11 8000a1001820001124 166439-.M-Adth. 14S439, Max height.. Glazing 12/31/2023 No Yee Yee e34.41108.30 avarable in top or httinetlWe section. Florida Departrnent of Business & Professional Regulation Boling Codes and Standards Product Approval Application Detail Palmieri Irum 1 _ ,^. ,-... _ _.. ems;. `s _ -.. .=`l,� ... :.-zSa-+-2�- $�`.' S-+.\~;. �v: ?x. 'raw. _ �:. _ ...... x-+•�- ;aP ,3'F ha -�*K Ys ..�._ _-..:�`.'. P `.d.. s°- #-r vw .::._ _ rA9! troy -a ant am Din Penland ate mm yKgz Irk 2101ill Endm.a Uc.rse v Vanuatu Submitted F9C Amnava Eel awn ReMaion 2020 Comes Division ofAADG. Inc. Tom Raney UL LLC Troy Bishop. P.E. 12nor2020 IZV112020 d 120=20 Appraa Groggy: Ededor opera t841) 494.2813 (954) 947-WO 9ubcregorr. EAerlor Door Canponems tanseftayseeteebloy.co Compliance M4arod: CrMkaOm Melt or Ledng m FLA1153741e Products QWIN Assy[.IE4 Aosre"drr Use Approved for the ImWGg pedw Bud rroaudxamba a amm. Eroduct. D Lg�E ..gik In HVHZ Outside HVM Sarkatt Ursa 1 807: 707, 727, 747. 7a7.777, end 847 S1ngW.n l Poked Flush, Glued. and Louvered shgb and pairs Or 12g12025 Yes Yes Yes WA ose D hollpy Foetal doors. Florida Department of Business & Professional Regulation Part are Bulling Codes and Standards1 Product Approval Application Detail Code 6WH or Dar. Dr, err. Pandits or. lYge iaWgg 3Lt,,Wd FBC Amroval A,-,,d ; Revision 2020 MI Windows and opera Sent 8181nger American AmttedNral Sewn M. Urkh. PE 11117MD20 11117rA20 11271P020 Approved CM*".'VAnGOwa ITI7)365.3300 MenuPochrers Assoaetlbh (717)317-6454 subCMagorr: Single Hung bsangwQrrJs'e.Com cempllehes Maelod: Cmaeeem Mork a Llrbng GuW101A,- Awe-dto, use AcoraredLZJM intact 229M ama PoMMt Model. lambr or Ram In HVHZ dial: Resistant Pressure 2 165 SH 52X72 FiftPerge Frame IG/SG Engle Hung i (M A2023 No Ye. No -601-60 Laminated GI... CU CD N ID CD O O t! U CD CD Q O 0 .CD C5 CD Cn ai U Ca C^n' C O 3_ Ca O O CU LL O > • Vt�i O }a )L VJ Q rTr u Pp. FrA N stess Z M Q. •y O � Q N 3 as m 2 r=. • err rid u as i C 6a Zip- .Q a C, O w O w Cn E W z ICU 0 0_ O L U 0 CD 1V ) MCU W 0 LCU W Q W z J z Q J a SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.O.6 of 1252022 jig ghlifty or 21ft 22k Dab Pending 20 — im Ya®i➢a Marturfactunter 42Atar1 goainear & License Validated By Ya1MEW Submitted FE C Aaoroml Approval jig Revision 2020 Therrro-Tru Corporation SYve J.sparaon Lyndon F Schmidt P E Rye J. King; P.E. 10,0712021 09/18=1 1G'1312LY11 12YI:t/2021 Approved CelepoM E1ol Dons (800) 843-76M PE-43409 (813) 7874555 SM)CdsdorY: SWnging Exterior Door AssemNbs sjaaperswhathermatru.co Compllanes alalhod: Evaluation Repatboma m Florida Registered Archbold or a Licensed Florida FLlr28an1.R7 Professional Engineer Products 12SLI Product Model. Number or Name 2MINLAI(Agpg(K Product DeseNrsaon Contract ARRIMA LMLYRR Approved Expiration Date in HVMZ for use Outside Hl Imil Resistant Us= Pne . I a Thermal Fiber.Classic and Smocrh-Star Nominal 8ai39:88quat;Non-ImpadBquot Opaque 1213U2022 No Yes No NIA Composite Edge Fiberglas Single Door (I neeiing/Outawing; X configuration) 2 b. Themla-Tru Flier -Classic and Smooth -Star Nominal Wall &quotNon-IrtpAc1&quot Opaque 1213U2022 No Yes No NIA Composite Edge Fiberglas Single Dow vdtfh 51ddBe(s) (InswingrOumalrg; XO, OX or OXO mnfgi... ) 3 c Therms Tm F bezissale and Smooth -Star Nominal StYll&quptNon-Inhpxctaquot Opaque 12t31/2022 No Yes No Ni Flberglem Compade Edge Double Door with a without skwites (InswrwoutwAng: )Xw O)OW configurations) 4 d. Theme-Tru Fiber.Classic and Smooth -Starr Nomina178Ai &quotNon-inwa&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglas Single Door (InaralrglOuldi X configuration) 5 e. Therme-Tni Rba-Classic and Smooth -Star Nominal T&A39,0 Aquothlon-Impaa&quot Opaque 12/310022 No Yes No Ni Composite Edge Fiberglass Single Door with Siddba(s) OnsvanctOuaw4rg; XO. OX or OXO cordgund ores) 6 f. Themes-Tru Fiber -Classic and Somom-Star Nominal 8&E3g;0&quotNon•Impad&gtiot; Opaque 12/illi No Yes No NIA Composite Edge FlbaglaosSingle Door OnsW ddOuaYrhg; X configuration) 7 g, Thema•Tru Fiber.Cassic and Smooth -Star Nominal 010139:0&quotNoo-impacMquoti Opaque 12I31120A2 No Yes No NIA Composite Edge Fiberglas Single Door v ikh Sideline{s) (InsWi gl0an eMing; XO, OX or OXO configurations) 8 h. Therma-Tru Fib&-Claeeic and Smooth -Star Nominal B&ON:O &quotNon-Imp• A§quct Opaque 12131 r= No Yes No NIA Composite Edge Fiberglass Double Dow Wish or vibe n Sidelines (IwMngfOutsve % XX of OXXO configurations) 9 1. Therma-Tru Fiber-Cieadcand Smooth -Star Nc"hel lill i1quotNon4mpact8quot; Glazed 1203112022 No Yes No NIA Cornpaite Edge Fibprglass Single Door OrahmnWOutswini X conNuration) 10 } Thema.TW Fiber -Classic. and Smooth -Star Nominal 611101&quotNon•Imp2a&gL4 Glazed 1213112022 W Yea Ne NIA CornpoYBa Edge Fiberglas Single Door oM Sidelflul (InsWr9XXmwing; XO. OX a OXO configurations) 11 k Therms Tru Fbet-Caosic and Smooth -Star Nominal 68#39:88quothlon-Impaa&quot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglas Double Door with or wihhout Sidelines (Inawirg/Outes ing; XX. OXXO conlguratons) 12 L Thermal Fiber -Classic and Smooth -Star Nomkrel 7&#U;O&quallon-Impcffiquok Glazed 12/3'1/2022 No Yea No NIA Composite Edge Fd vlas Single Door (IneWngrovtswing; X mnfigulabon) 13 m. Thesma-Tru FibehCiasic and SmootKSb. r Nmearl 7&#W;0&6quctf4on-Imped&qusi; Glazed 12/312072 No Yes Ns NIA Cornposias Edge Fbe4ta SingleDoor vide Sdeifti (1—mpAOut mmil; , OX or OXO configurations) 14 n. ThermaTru Fiber-Chsk and Smooth -Sear Nominal B&a3B;0 &quotNorl-Impocmqum Glazed 12)3112022 No Yes No NIA Composite Edge Fiberglass. Single Door haWngroutswtig; X mmiguration) 15 o. Themes-Tru Fiber-Clask is and Smooth -Star Nominal 8&#39;0&quotNon-Impsot8quct; Glazed 12131r= No Yes No NIA Canpoaiae Edge Fiberglas Single Door with Sidelite(s) OnsW ngl0utawin0: XO, OX a OXO configurations) 16 p. ThermaTru Fib&•Chismab and Srmoth•Ser Nominal 811103g O i1quothlorSimpncffiquot Glazed 12/31=22 No Yea No NIA Composite Edge Fiberglass Double Door Wth or wit out Sidelites (Inshrirg/Outse ing; XX or OXXO mnfiguradons) 17 q. ThermaTnl Fibm-Comic and Smooth -Star Nominal 8&A139:8 &quotNo"mixe tillol Opaque 12131I= No Yes No N/A Conposits Edge Fiberglass Single Door vdth Transom (Insasirg/Oulsmoml DIX configuration) 16 r. Therma-Tru FiberClwaic and Smcoth-Star Nominal 8&#39;8 &quotNon-Impactill Opaque 12/3112022 No Yes No N/A Composite Edge Fiberglas Single Door with Skfelite(s) and Transom (Inavirg)Oukwing; OJXO, O/OX or O/OXO configurations) 19 a Therma•Tru Fier -Classic and Smooth -Star Nominal 8&1i3B;8&quotNon•Imlpaa8quot Opaque 1W31/2022 No Yes No WA Composite Edge Fiberglass Single Door wide SicW&gs) Onsw4ng(Oulswirg; XO, OX or OXO Continuous Head antl Sill mdtgumtlms) 20 t Thermil Fiber -Chasse and Shaolh-Ster Nominal nasal&gtaa�Nm.lwpad&quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Dow with SddRe(s) (InswinglOurne ; XO. OX or OXO Continuous Head and Sill configuabora) 21 u. Thermal.Tru Fiber -Classic and Smooth -Star Nominal B&#99;8 &quortNon•Imp&X8quot Glazed 12(31/2022 No Yes No WA Composite Edge Fiberglas Single Dow with Sldelbe(s) onsWngrOulswirg; XO. OX or OXO Continuous Head and Sill configuatios) 22 v. ThemeTru Fb&Llassic and Srrooth E r Nominal 8& ;0&quot;Non-IupaMquot Glazed 1213112022 No Yes No WA Composite Edge Fiberg lass Single Door with ,9daiWs) (InsvAngl0utaveing; XO, OX or OXO Continuous Heed and Sit configurations) 23 w. Thermal Fiber-Clasin and Smooth -Star Nominal SLIMS &quot;Non-Impad&quil Opaque I2131/2022 No Yea No WA Composite Edge Fiberglas Door Panels with Vented SidalWo) OnsvAnWidswihs; XX, XXXa XXXX configurations) 24 K Thermal FiberClarl and SmaothStar Nominal S&Ml) 8quotNan-I repadBquat Opaque 12GI/2022 No Yes No WA Composite Edge Fiberglass Door Panels vAt h Vented Sidelbe(s) OnwMng/Outsw'rg: XX )DO(or)COCK onfguration.) 25 y. Theme Tru Fber-Clasie and Smmfh-Sion Nominal8&1r39;8&quothlon-ImpaUBqurat Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels vAm Vented Sidelibil (InsWng/Outsrriq; XX XXXw XX(X configurations) 28 z. Thermal Fba-Clasic and Smooth -Star Nominal 88:100:0&quokNon-Impsoll Glazed 12131121)?2 No Yes No WA Composite Edge Fiberglas Door Poml. %WM Vented S)ddra(l OnswmglOhmvdrg: XX XXX or XXXX oonnguraaons) 27 za. Then a-Tru Fiber -Classic and Smodh-Star Nominal 113fil g;8&gtotNon-Impad&quot Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door with 32N M sclelie(s1 OnswingrOutswirg; XO, OX a OXO oorhguratons) 25 do. Tthermil Fiber-Clamk and SmoothStar Nominal SSXW;8116gutchion4mpadBquot Glazed 12131f2022 No Yes No WA Composite Edge Fiberglass Double Door Wth 3039:0 Siddios OntesinglOulzi OXXO configuration) 29 zc. Thermal Fiber -Classic and Smooth -Star Nominal 8&M.0 &quotNon-ImpacAc uct Glazed 12131/2022 No Yes No WA Composite Edge Fiberglas Skigle Door wik MM I) Sidelae(s) OnevonglOuasWng; XO, OX a OXO okmfiguratona 30 zd. Themil FiberCsiq laeand SmoothStar Nometd 8&# :O&quotNan-Impad&qu( Glazed 12131/2022 No Yea No NIA Composite Edge Fiberglass Double Door with 3&t39;0 Sdelitas (IncnUg/Outhl OXXO configurabon) 31 ze. Thenma-Tw Fiber-Q=Wc and Smoosr-Slor Nominal 7&E39;0&quotNon-Impact&quoC Shako 121311= No Yee No NIA Sales Composite Edge Glazed Fiberglass Single Door with a without 19#30:2 Signal On$4ngCub wktg; X OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Daparlmenf of Business & Professional Regulation Pagel of Building Codes and Standards 1151 Product Approval Application Detail - - - made EotlhL➢r ➢m pia Datallarndm jg*l Ipgt Vwm kknufkWra Cattd bubawaUcwm swkbmBy ValldYed deg PSCAmroyd ApMmad aim Anomalies 2020 POT industries Jose Roarnrdd IAemFDede WCO-CER MlemHDeda SCCO-VAL Ilk52020 111052020 11A W020 Approved CalepaY: condom (941) 486-010D (786) 315-25N aWCdeg,ry: share Hung jmo IdQponduwieac Compliance Mamod: Collocation Mark a Listing rem FL4 =412m RoAucta gmAb-4 mmm Approval for Us. Amroaedfor Use knea 219m aids RmtavModelNumber aName $ dglgn g>m[ad.bdra{Lm Day it, U9R1L R*" p! 2 SHOW (Large Lane Impad) Vinyl angle Hung Widows 07/30=6 Yea Yea Vas WA Florida Department of Business & Professlonal Regulation Pa9e1 all Building Codes and Standards lrxmzl Product Approval Application Detail .. � _, .: - ;,.. ��. -:ate- - .. :.. �.. _-�` --._ •.--_ .-.. s- _...._ .s _. Go& Shake W. _. • - .... $ace lLla USLEMlm Rim Z= Versugn Manufacturer CarriedEndnwaLloensa Validated ar Validatd FBC Approval Alumni ANlnfididl 2020 PST hdiatrka J., Rosoewl Mami-Wde 13CCo-CER Mhml-Dade BCCO-VAL Ifil 20 110512020 4111irM20 Apprarod Category: Wndews. (941)486-0101) (786) 315-25M aubCutagory: Flared lrosrrsMOpfAndustres.c Canplla IAWnd: Cessation Nam or Willing dins FLp2434124 Reguca Oaahay A,-- A4anvd for list Amravdfa Dee MAUL Model: §8$ Product Yodel. Nurtr ,Name Product Description Coneractlashalknolowe, in HVHZ Outride HVHZ $ewscast P- - 5 PW-5320 fLerye MiWW Impact) bin)/ Fined Window 041d0/2025 Yee Yes Yes NIA Florida Department of Business & Professional Regulation Pala 1 d1 Building Codes and Standards 16=1 Product Approval Application Detail Sr29t rmaYa gat Jot! JtatPossifts; g! mm ymlgn Ids Contact Encinswa Liras, Xdalb dl3t yap" Submitted LWLANDMA A uam Ban R-Won 2020 James Hardie Building Products. Inc. Chad Dierdcs V. Andrei Tan John Southard, P.E. 01A520N 121UP= 01A132021 rang FBC Appn Categay: Pang Walls (9016 545-OSM PE-91062 (352)W-2520 SubCelesirl Sing <hed.dbndhsa)emsahrd Carrollknce M4mod Evauation Repon from a • ar^ FloaYe Registered Architect or e Licensed Fiords FL#131f24tB PrW,ch Professional Endnaa AN A Product U&M. rummer or SNns Product Description Quell Assunkil Amrowdfortu Approval for gas IMggd D"iw .RO In him out" HIM Resistant tnawra i Clmpiank Lap Siding Ilb&-<enent I.P aidng I2)3MG23 Yet Yea NIA WA 2 Herd.Pank Lap Siding fiber -cement lnpsldng 12612023 Yet Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail camel en trial £241 Smtr at grit Jana Ciao Pmam 1MLt ZEE YACJM m 91= EadmuLLLNM INWIIdae MOM submitted FBCAenrewt hkmnm am RCAdm 2020 MI Wanddvs and offers Brent Stop& AnMan Architectural Steven M Urieh, PE 1WIlW20 10ve2O2U 1w192020 App-red Cae"i Wingate (717)3m3300 Menubcturrs AsescWb- i717)31T-8454 inMCapl Horizontal Siltlr bsahgeggmkrd.can compliance Memoct CarofieWm Mark aLktlng riat�t.�tamuaL Anxro dfa Use Approved for Use kam pedw $ace& r4CkA aEA*dWO.gil4 in HV14Z Oulaild, HIM Resistant Itrussure 1 He I" Fin and Flange Fria 71 Insulted! Glass 02 Ill No Yes No •SU-55 Jae mm Yrdlm Fan loin 21320 MI Wnd<wa end Doan catagay: Wi ndo+.va 8L.beg.oey: Llus— Compliance Nothod: Ewuauon Repot tan O Florida Registered Architect or a Licensed Florida Professional Engineer let 578/ im mm Yaolan Mansheum RaVHan 2020 Abide Calaeay: Pahl Wall. fubcdpom• S.% Ca Wl—M44hd: Eveudlm Repdirbea Fidde R.sish dArdhfiect or. Licensed Flodde Professional Engineer aaa a RdLid ModeL MLyaw a semi I a A:qua2r&piot aom 2 b. &quatANlance T4&qud; So18t 3 C. &qud:GrembrW vintage Beaded"l 8om 4 d ►prd:DB&qua, Sdm 5 a &Wd.Chada Oauaquot; Surd 6 f. &qud:Supw Spant,quot SON Florida Department of Business & Professional Regulation par I off Building Codes and Standards 16=1 Product Approval Application Detail 102= INA pee 09, P,Aomm no Contact Endnsera license Validated By Yam Sularaftfod FBCAmrevd Aggaed sma Brad atAnger LUH R Losses. PE S1ewn M Li lch PE 100081 107 MD20 10M9/2020 12A52020 Appie vd IN?) 36533M PE-62514 (717) 317-8454 bUtlnoeromiwd.com Quality assurance A,,, aMf Ll,, Ara.vd19LUS mod pealed Vertical Aluminum Yulion 12allil 4 No Yee Yee WA Florida Department of Business & Professional Regulation Final Building Codes and Standards 1019=21 Product Approval Application Deeds Emit pat Jiat lire Ptndm ge Coastal *MML AJ MOM 11AWaed9r XWW" homat FW.Amrowr Attitralad At" Nick Thompson Lyndon F. Sdhmkt, PE. Ryan J. King, P.E 02MVA21 OW 5=71 022211021 04n32021 Approved (330)922-2569 PE-43409 (813)767.6555 m honpsonigeldda.com call A,arrsa Ans—red,felt U- Appresd for the kold lift Prroda4 Deransdon Cabad Eanlralon Cal In HVNZ outside MAIL Residual P—re Vent or now vinyl Sells 12/312023 NO Yee No WA Vent a Salad Vni So% 121312023 N. Yes No WA Vent aadid Vinyl Sills 12131i2023 No Yea No WA Vent or Slid 1,W Bonn 12/31I2023 lion Yea No NIA Venn: Ill VilBorg 12/312025 Fib Yea No WA Varna Solid Vary) Sots 12I312023 No Yea No WA mm YAM NNNINMM RuAsan 20" MI1 ..—and Dare Carepay: Whdows "Categril Fad Cmrplienee Mamod Certification Mae; or Ligih9 PLa1SM"ld Proceeds a.a a Product Model. Harder or Name 1 1E& PW (" 11M Yuan NmLrfa (rx Aramatan 2020 PST Industries Carepar. Windows SubCalaRl tMlles Compliance Named: Carineel hark a Luting PLAm4113R4daca spa Pro" Model. N anbr or Namal 1 Muaons fa All Doan and Wlndota till$ in ximim giamN a(r= R.A.I. 2020 OAF Cabpny: Ill adlcdagory: Asphat Shhg)er CoMlisme 1104mod: Eraludion Report from a Fiords RegiaersdArdidad or a Llwased Flake Professional Engineer � RMrt Yonil Iluhtaw Yens 1 OAF Asphalt Roof Shingles W use In FBC rron4fY1¢ lahoictione Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Mail rholin, or Coated XiLma m Brent atlrge American Anchb ml S1Mn Y. Lkidx, PE (717)305-33DO ManufacturersAll—mrion 1,717)3174M4 balingeramiwd.am 73 A 721nsArded risks Pass t er2 Ial a21 Am =2 We an Validated Sub rue fAG.ARMUMt mo@)d Rma 11222020 111 112&2020 Approed amm=aomima A,nrrwadfor Us, Acerond for toss Contract Em*a MtRain In MVMZ i 04J092023 No Yes I IN War Fonda Department of Bushell & Professional Regulation Building Codes and Standards Product Approval Application Detail 1➢aa 2ROM JIM Pressure. Itill O No -ft-so cis :10 W O rf d n C C l0 Cis fill H C I.L. d O Us'O N = Us O t9 Os ItillIll M. E +_. C CD f7 S C eo3 f O . a7 /mgv'i d i ;a. C C� M aLgE 2lu 20 Datr.2imdOa no contact Enobw & unarm Validated Ely Validated &JbMWW FBCAaproval Approved a" Jens Rosowmd Mlarre-Drd. eCCO-CER MhmFOade BCCO-VAL IIM)2020 11/05/1020 111112020 Appl (941)4M-OiOD (786) 315-2590 lrmo id apgdnduSM08.c W awokAutma A2zmmLmLu a Amroydlmua. MR& g vo Product Canivirlotharn .LxpirationlLlt InHYRZ QuAddNVNz aodmt Pressure Aluminum klraons 05r.,&W8 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval. Application Detail ElWA, ar Contact EatmtLALJ— Mlcheel Guth Robin Neminan tWt))786-3411 PE -WIGS mstahApar.eom l7oduct.DmripO 1 Fbagh» rolMaced 3410, larrinall 51 and hip/hi esphem aninObss Fags 5 d4 3e/N27 Prod- John W. "WeMM, PE 12M92022 12A72022 122002022 02/072o23 Appnxmed (9541 TT2.6224 4WiYAtaraM! Aomoved for Use ApOrovdra Use lmow podw In HYUZ WWI* KVMZ goolKalt F"mm. 12M62025 No Yes NIA WA Florida Department of Business & Professional Regulation Peso i ofl Florida Department of Business & Professionel Regulation Pae.I of Florida Department of Business & Professional Regulation Pass I oft Building Codes and Standards Building Codes and Standards a 7D2I Building Codes and Standards Mal Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail "AW_.. _ _ll - ill _ - . •, - _ gsat Eotlrs Qd! pat 1LI!tenalm s Ss➢E hmk a 12at 291 PiatLtltalOa lent Sid! BMW tix pat pat DIUPening pit mm Version ) Centel EndraaA Lk— Yaldanift Iflrtlaot ll>aharitted FBC Address! Aso red Sam mu IMAM itdmdasnlrst Contact findnea[iJ,MnYma Validated lb arm FBC Acer-al hkznd Riau TT verson Manuactursr contact Srdnw A uanas Validated By Validated Submitted PSC Amrovd ApPir—d met- RmAdEn 2020 TAMKO Building. Products LLC Kad Eden Roby) Nlermien John W. lumal h, PE IW411020 09292020 10A22020 121 Appwod Redskin 2020 L.V. Thompson, Inc. dba Thompson Mditecturel Tony ChNdman Zadvary R. Pe" Steven M Until. PE 0901711/ 0WI2020 ofif222(1120 12MM20 Appaad Re149an 2020 Florida Metal Products Inc. Clark Jones James L. Bucker. P.F_.a. Steven M. Und1, PE 01ti 020 ow5 rival 10u042020 1211GW20 Apporod catapayx RooMg 1417)a24.8044 PE-59166 (954)772-6224 MOWS Company(TANIti (Ill 248.34511 PE44021 1717)3174454 eanloy: Rodno (904)78ill CBUCK Engineering (717)317-6454 aubGagual Udersy ayes kari_sdanilittr nke com CaelJay: Roofing tmyanometakoomgrsm &bCdego7 Roving A<waaairs that an dankoff corn PE-31242 Completes Mdhwt Evaluation. Repot from a "OMeaorr. Roofing Acossadiss that are sin Integral Pan oftha Roping tydam Flats Re¢iered Architect or. Used Flmyh Inh i Part fth. Roeing System Conlplance Matlock Eveuston Report from a Cempllanea Method: Evdudion Repot from a Flodde Registered Architect or a UAmsed Florida Prdessand Engine. Flodde Re¢Wtant Architect ora Ucansed Florida Prehsslcnsl Engines Professional Engineer FLaafamaZ PrdetxA, 91MI1i1-Auumrd AgtKW20wjlu homm3dfaLlee and 219M eifila tMawedueu Quietly Assurance Ahxrovedfa llas Amro ed felt O gtft s s s. ProductYoel d. Nmha or MOnY 0 �,Ee IpiiyQiZ outside Ill Fire—,prdvM Apta We Approved far UsejMgggj (� AN" Product ddlaa ms eY.. Nub, Ya anaML2kwdjmgm inxvNZ outside, p�yp fr (�j eeks j 1 TANKO Rod Underlaylrrmts(HNR) Reel undeeaymrlt, for use In FBC HWHZ OVA2023 Yes No NIA WA AM Product l 6 i� Rnitltl Prem.3 3- FLAMOO &qut:RV 10 Ride VentAqud; Aluminum Ridge Vents ids pitched root radiated 12/31" No Yes No WA Jurisdictions. 1 TAJRCO Fla TW 01HPogse Vent wmh Beat forTile 26 ga. static rodvartlkta with bOfia o8Ig91 QW Yea Yes N/A WA from 0.025' Aluminum 2 TAMKO Rod Unoerbymel(NON-Hi Red undedaymants for use in Ill nw44VHZ OW92023 No Y. WA WA 2 TAMCOOolarmack Vent 26 pL oaN92o26 No Yee NIA 401-52L Juhdd)ans. 3 TAIAW Off -Rite Rod Vent with Bafk 26 oL static roiNvedkidor with integrated biome 091081t026 Yes Yes NA WA 4 TAMCO Round Tap Oe-Ridge Valid with Battle for nit 26 oL Matt rwfvobww Nth beffie Oamme Yes Yes NA WA Florida Department of Business & Professional Regulation Pagel ofi Building Codes and standards 11712M 3/15/2022 Product Approval Application Detail FLp6250-R31 Cotle ED=ar Lim =a ! 20 a=us cRg, Version Manufacturer Contis Ennineer & Validated Validated Submitted Pending AR2EQnd Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1012WO20 10f22/2020 FBC 12115iT020 Category: Roofing S954233133OSmalpertCpolyglass.com Robert Nieminen Knezervich, PE ANRltiYffi SuItCategory: PE-59188 (954) 772-6224 11101/202D Underlayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLA62SM31 � iEWrado kZ JutsideNforUaa Outside NVNZ �(gOg )j j{� Dominant Pressure $iL Product Model. Number or Name Product pmmd inn • 1 PolydassRoofUndedaymems Rooingunderlaymerts 1(V2112022 No Yes WA +WA/-822.5 1 Polyglass Roof Underlayments (FrVHIZ) POtyglas roof undenayments for use in F13OiZ232023 Yes No WA WA HVHZdJnsdIdons. 2 Polyyass Roof Undedaymertt's(non-HVHZJ Polyglas rod undernrymer", for use in 12/231i No Yes WA •WA/-6=Z FBC non-HVHZ jurisdictions. 1 Polyglass Root Undedayrnents(HVHZ) P*Slass rod undenatyments for use in FBC13'232023 Yes No WA WA HVHZIudedidors. 2 Polygias RoW Underlaymems (non-HVHZ) Points" roof unclenayments, for use in 12112MIM No Yes WA +WAF622.5 FBC norrHVHZ judedled" 1 PolyglassRoof Underlayments(HVFIZ) Poy➢lassdaym roundedertsfauselnFBG72'23r2023 Yes No WA WA HVHZ juriedictons. 2 PolyglassRoot Underlaymems(non-HVHZ) Poy➢lassroof underiayments,for use In 12723V2023 No Yes WA +WAf-622S FBC nonifVHZ jurisdictions. 1 PolydasRoof Underlayments(HVHZ) Prtyglasroof underiaymeltsfor use InFSC12f2Y= Yes No WA WA HVHZ jurisdictions. 2 PolyglasRoof Undedayments(non-HVHZ) Poyglasroof undeflaymenfis,for use in 12r232023 No Yes WA +Win-822.5 FBC ngn+(VHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOW I Fags 2 d2 315=3 Data Pe,dm am "aft Version Manuhctlrr coed one— AUnocal Validated By vwmmd submitted PBC A%WavW AAp r� Statue Redrion 2020 Molt Inc. Finn Walden ICC CNaluWm S—A., LLC ICC EvduWm Service, (I/A32023 12202022 01101 Appraad Category: Structural Canponenro 1,952)aw4ms I.I.C. aubCdeeaY• Truss PlsWa —sidentinrii.am (205) 599-9800 Conpllaeae MWAW: Evaluation Repot from a FLAmtr4 t0-Rducts Product Brala0m Pray iA Rthdta:t Yottd. NumberorMame.Product precriDtion Cleared Emitalion pea Amr,vvd fa In HVHZ that Amreaed oulakill, for U, HVhX mmia ism 29im larryure 1 M18AMS 18 911. high strength truss connector plate Ill 112024 Yes Yes NIA WA 2 M188HS 18 on Super high drench truss connector plate 12A72024 Yu Yes NIA N/A 3 Not in 1s ga. truss connector pate l21312024 Yes Yes NIA WA 4 MT18149 18 oL high strength truss connector plate 1 N312024 Yes Yes NIA WA 5 MT20HB 20 pr. high at—gth Uuacathed. plat. 12131=4 Yea Yea NIA WA B TO . WT18 16 pro. truss connector plate, 12/31,2024 Yes Yin NA WA -- 7 T1.20, MT20 20 g. truss connPda peter I V312024 Yea Yin N/A WA gg➢t BrOyg .._ go - no (left Mom MI mm yersh n anglanim 2EM indanKAlawn Yraddadffi X9909 l84Mitid FBC Appeal Anomalies BL km Re iv.n 2020 Le anm r ral Jell James L Sudi P.E. seven M. Units. PE 1123/2020 I INWOK20 11=020 dnu FBC Appr Calendar: Roeing (501)983.6163 PE-31242 (717)317-8454 S.bCdapep: Posting Accessories that re an poley@kmonoo.Can Integral Pen ofthe Reding System Cmptirhee Mdhod: E •ludidn Repot tom e Flora ReOidetadArchgmtor a Licensed Florida Professional Engineer Orathy ASMmce Approved for Uee A,proved for Use IM"d golden BME B IIalaD rwakuwwzuwKLRM In HVHZ gilttHVHZ julaw t Pressure, 1 Deck-Ar" DA-4 orTRl-Wit Deck -Air OA-4 Law Prone, PolypropMne Real RootVanl 12/102025 No Yes Ne-9T507:5 MedhenlafyAttached to PWwd Cook. Florida Department of Business& Professional Regulation Page l of 1 Building Codes and Standards 1252022 Product Approval Application Detall ...-,. . _ w ._.. ';T' ter .. � ... v .... ..-`� 996 linlmr x 2WR WA left Pending 21A Type Version Manufacturer jAretaM Ertoiasaer A lJeense Validated By Validated automated FBCAporoyal Approved status Revision 2020 All Anancan Shutters and Glass Mks Barbieri Frank L. Elan hall RE Troy Bishop, RE 101=020 10115/2020 11I051ill 12/16=0 Apprwed Catlgory: Shutters (561) 712-OW PE )046549 (954) 947-0880 Subcategory: Storm Panels mlkebillialamerkanshute Compliant Method: Evaluation Report from a mcom Fiords Registered Amhherctor Licensed Florida Frin7e884ta Professional Engineer ProdLwb 3-i Product Modal. Numberw Name CuaiMf Assumace Product DeecrW w contrad Exoiromm Ammyed„jg[tftg Aooroved Wd In HIM for Um Chad"HVNZ im9n l Resiou.t Dell Prasuta 1 24ga CaNamized Steel Storm Panel. 241 GaNamzed Steel Storm Panels 12/312022 Ys Yea Yes WA Florida Departmertof Business &Professional Regulation pass I at Building Codes and Standards W IrAz+ Product Approval Applkation Detail - Sd9t Mti or JIB MA .. Date Pendno at must version liaidtialQ SMdm End,A,U— idw9ich Validated Gutnlbd tESiApproval A9amytd Al" Revision 2020 Wayamark— Rob BddMn ICC S-lu b. S&vA.e, LLC Ian LWrr, P.E. 02/02r1D21 1aA32020 02I0312021 Appir"d Creation, Strudurel Campaxams (253)024-0478 (I t83B3288 SubCatogory: End..- Lumber RobertlisWeoaweyyema Complmn Model E-wUetlon Report from a eusr.can Product Evaluation Entity FLIIaw4t" Raids CLift Assurance Approved for use Amrowd for Use Imam gift ! r Product Modd Number or tYma Product D sinko Contract sanitation .Ddy bIVAIZ out" HVNZ Resistant Pm,, 1 Madam LVL L-Arstad Venaa Lumber 03I3 drill No Y. N/A WA 2 Pash. PSL Parallel Stand Lumber OU312M No Yin WA WA 3 TtnberStrand LSL Laminated! Shand Lumber OW312023 No Yee WA NIA 4 TJ Ran Bond Structural CompoWa Lumber, ooriented Strand OU312023 No Yea WA NIA board Ran Bard 5 Weyrheeuser Rim emrd oriented Stand Bard Rim Board 03,214023 No Yss WA NIA Q1111111 nisei Ysalen maadaca&s RefOrl 2020 east Fiscal Calool Reding aubC.t.gary: Roofing Tlbs Complianu M4md: EWue ion Repd eons a ELiH5111111"812$gam Product E.elusrlm May a 1166 aeemY- 6take, Slate, Gauntry adq Belt Old English Thatch Amp; Impact IT 9ulmy 6W- am". Shake AMP: Son Shake 18 Snappy 90-atAmp:e, Shake Amp: Split Shake 19 Slurry TOO -Shake. ads Amp; Stilt Shake 20 Seemii''700- aaks,ade AMP: Eplt shake 27 T wEysna/aatalma 28 Villa Florida Department of Busiiness & Professional Regulation Building Codes and Standards Product Approval Application Detail pees/ did Florida Department of Business & Professional Regulation passe or 117=1 Building Codes and Standards Y&Im Product Approval Application Detail Contact EndraiLIa s VaidatedS, validated F d➢a®ad AWA Anderson Rabin UPNO Unell Eva4ebm Gary W. Walka I110=20 11A22020 111DUM20 Approved (ON1380.6091 S4Mus LLC. (205)854-0160 RcbinAndersOnabaal.a he 0udev AsurMYe Amrevdfa Um Aparoyadfa We ill= 299M ann"I.ptal'U ) Flat Pr.. -Deny, CG sr .EiarallAnJale Ia1J1202o i).tl)nii OL No tkbWlmL Yea 8E>ataot N/A P—, WA Fist PrMW • Slachton CA 12/31202 0 No Yes NIA WA Flat Profile- Rieke, CA 12131=0 No Yea NIA WA Flat Profit - Sfockta, CA 121312020 No Yee NM WA Fat Profile - Rislo, CA 12/312020 No Yee NIA WA High Profile - Katy, TX 12/31=0 No Yea NIA WA Lw Prone - Wry. TK 12/312020 No Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 d 1 +,17111 Sstle EnWy or Do BMt RntPrtn9Ea pat lIm! Yirlaa alaoutridam 29 as Enulnear A. Licresse VMdgd 5, idwi d Submitted FBC Adravd Ala m"W a" Review 2020 All Stuart Lewis ICC Erdualion Service, LLC Waam M. Raid. PE 1013112020 1027/2020 1 Vosr" 11 105rAm Approved Csieel Structural Conponmis (321) 710-3377 (4071681-1917 SbCalegery: Troas Rates de Waaalpinellr+.eom Compliance Yathod E aludion Report tannin s Product Ew1u48on limy ElalmEui galldt Quarter Aastrrat ADWV,,d far Lk, Aaorinadfr Us hmmt Oe a ,Awl ReILdmodel, Ntmmer a Name egg ConradEataNm pal INA81i outaciogym Resident p�m f ITW BCGO.W- Hill Sh-A M &—P: 8) Meal Comschr Pao I V312024 Yee Y. NIA NIA 2 "SCGApis Hinge Plete Metal Comedy Pate 121312024 Yes Yes NA N/A 3 ITW aCGlAlpme Tina Metal Cameda Plate i W1/2024 Yes Yea NM NIA 4 ITW BCGIA .Wave Mehl Ca der Pate 12/SIfil Yea Yes NA NIA Florid Department of Business & Professional Regulation page 1 d2 Building Codes and Ste tdards 90ta2i Product Approval Application Detail Ok otm or Mull SM Ia/hnCIM am _ ... mm Voill Mmutuam[ SMdaK Matthew &useful VMdabd by VN"99 oubmuet FBCAaaovd AMOVad eetas Revilan 2020 Glawd Prebeem Products. LLC. Tit. Robinson W WA. TFR Jr.. P.E Jinn W-Knazil PE 09082020 0&k08202D IMI2020 12JI52020 Appovd Detail S hueehx (954) sag-7545 PE44167 (254) 7T2-6224 eubCdaoory: Storm Panels tim.robinsonagpped— CaapiUm ill~ EVdushm Report tom a In Florida RegiderodArWtad a a lkenesd FWk% Professlmd Engel PWr5oMB6 Ptoduds aracA.— Accessed for U, Appr,vadtor U, in= pal® aaa a um Productgmd19➢M) satin In kVKZ ghnwL100R Ra inung tams 1 m Ge.L. Gsiwnbal bled elorm PendsMVt¢ Corrugated Galvanized Steal Storm Panels retained 12)312023 Yes Yes Yes WA or not by hacks to pa rid. humane prdacilm. 2 24 Gage Galvanzed Sled Storm PandsMHVHZ Ccmgatad Galvanized Steal Storm Pangs retained 12(3112023 No Yes Yea WA a not by tracks to provide Tomas Protection. Florida Department of Business & Professional Regulation Page I of Building Codes and Standards A ++ Product Approval Application Detail 44dt amg _. 20 Jidi Dae f ended III1t 1121 Version stialiKi➢L 99= EmawALinea Validated E. imwm Submitted FSCApproval A, —,Id gggYe R"alan 2020 Commercial Concrete ProducitIn<. Robin DlAa Samuel A Graffiti John Hay 12110=20 12(16r2020 127292020 an➢FBC Appn Cassel Structural Components (613)e5li PE-34245 052)5ee-5311 BWCdOpory: Prodide Introduced as a Refill of Preaxgdaayalwo.wm Nat Taenrhdogy Compllancs M44hod: EVdudion Repel flan a Florida ft"I.I redArtitect as Licensed Flodde Professional Engineer FLA17440 Proatca i WDJIIY Apostate for Use Appro„dfelt Use kml& gamm sea a Product YadiL NLWbm a amY $sit DPK iDdW Conrad E.Imllon Daft In HVHZ adddt HIM Bottum Y.tiMgn 1 OuNty, Precast a commordal Concrete Predicts Pool and Prestressed Cacrete Untek 0525=41 No Yes N/A WA March 6, 2023 a --a N O ^� (U V W O N Q O C tQ C O VJ O C O CL O W CU C O O CQ LL _ O Clio > .� �^ V, E ^' V! aa��Fe�� Q ^ i.i ii — v/ CX all Z Z W J E v / CU ICU O L CL O C L U O L U ICU m � Q O L ICU W ZW Z Z Q J a SHEET NO. 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Im tr4A'3 a- v.� u 4p41 -*--a N L Q 0 O Cn O OCU W 0 O CU 0 > .SQ Cn a) " Q VJ Q Q Z W J Cn E �a ICU 0 > 0 0- O CL <c U 0 L U ICU O L w� ¢ z J z J a March 6, 2023 SHEET NO. PA 1.2 4_0 N N a 0 .� EMMM Simpson Strong -Tie 2020 FBC Approved Products Far t9'ect Inks to ell SST approvals Isted below, CLICK HERE pp Updated 1213W2020 • Simpson Strong -Tie 2o2i1 FBC Approved Products For direct Inks to all SST approvals listed below, CLICK HERE Updated 12r30r2020 Sim son Strop Tie 2020 FBC Al y�roved Products P far Inks to SST listed helorf, HERE Updated 12r30r102o Sim son Strop Tie 2020 FBC A roved Products p 9 For pinks 10 SST tlaled below, CLICK HERE Updated 12/30/2020 ^�^'' 0 L W Q .. elect all approvals 5,�1 jCK direct ell approvals - CU 0 " For additional krformatlol regarding Florida's Statewide Product Approval System and M9M4)ade County ADP ?YiN ry Notice of Acceptance INCA). CLICK MERE. P Foraddtlonal Information regarding Florida's Statewide ProductA Approval System and Merril -Dade County eg _ g PP t?yst ry Notice of Acceptance (NOA), CLICK MERE. P a Far addtional information regarding Handles Statewide. Product Approval ten Mani -Dade County e>9 9 � Pr PP Sys and e N Acce tans e NO CUCK HERE ry Notice di p e i A). • for addin nal Information regarding Florida's Statewide Product Approval System and Manl-0etl Coup odu APP YS e Notice of Acceptance N CLICK HERE. ry P (OPJ, a� j 5 cn FLN2W6-R7 FL#10446-RG FL#10456-R3 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3. ". cu 9/16" and heights ranging from 4.5/16' m 11 Concealed flange -10 U l2a Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Descdigo � # Product Model. Number or Name Product DescdgWM version (HUSC) available for models having width equalto or O O - �Q 1 Titan Stainless Steel Concrete & Masonry Screw (iTN-SS) 1/4"diameter Titan stainless steal masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 Br, BTB, BTH Brick Ties greater tha n 3-W16". L L 2 APA21, APA4, APA8, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" TA 3- 0 Q C 0 3 AP544, APB44R, APVB66, APBWR, APB88, APBWR, AP81010, APB101OR, APV844, Outdoor Accents Post Bases 3 C514, CS16, CS18, CUD, CS22 Coiled Straps 518" and heights ranging from 9.114" to 16'. c 0 iL.L _ FL#9S8g-R8 APVB44R, APVB66, APVBSOR, APVB88, APVB88R, APV81010, APVBIDI OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers (D O :fir CD 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT23, Outdoor Accents Deck Joist Ties 5 CTS218 CompressicnlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M Q > Sec # Product Modal. Numoeror Name Product Description APVDJT2R-8 B DSo, SSP, TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers �Ln -0 Q 1 SD70112OBB Outdoor Accents Conn a=r Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, His, HISS, H18-2, H16-2S HurricansTies 16 LUS series hangers Faoe-mount hangers available in widths ranging from 1-9116"to 4- � (1)L 0 Q 2 SD9112. SD9212, SDi0112, SDi0212 Strong -Drive SO Connector Screw 8 APL4, APL6, APT4, APTS, APVL4, APVL6, APJT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 8 HOT-2, HGT-3, HGT-4 Heavy GirderTiedown 518" and heights ranging from 3" to 10-15H6'. _ (n 0 C 3 5D9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.W-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.e2-SOS, MGU7.00-SDS Fi oe-mount hangers -C (U sue' 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014; Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HS82.SDS1.5, HS52.2.SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Slud Shoe 18 MIU series hangers Face -mount hangars available in widths ranging from 1-9/16" to 5. -C: v J Q SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5: HSTB Straight Straps 118" and heights ranging from e-15116" to 19-10, 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJr5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS26 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ, HTS02GKTZ Heavy Twist Strap 20 SUR, SUL; SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/10" to 3-9/16" and heights ranging from 3-1 /16' to 13-314". 7 SDS25112;.SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS254121 Strong -Drive SDS Heavy -Duty Connector Screw 13 F-C4; FC5 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all dalIN SDS25800, SDS25800 14 FWANZ foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive BOB Heavy -Duty Connector SS Screw 15 GAI;.GA2 Gusset Angles 17 LTS20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-911�'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, 1-12.5T, H8, H10A•2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS1B, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-1/4". FL#10007-RB 17 16 19 HCJ1Z HH4, HH6 KBS1Z Heavy Concealed Joist Tie Header Hangers Knee -Brace Stabilizer 19 20 21 MGT MST27, MST37, MST48, MSTOD, MST72 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Medium Girder Tiedown Straight Straps Straight Straps FLX10867-RS A y 20 L30, LSD, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC76 Straight Straps m Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4863, MSTC6863 Pre -Bent Straps yRgg �t Product Model. Number or Name Product Description Q :r N 1 ATR3/8, ATR11Z ATR518, ATR314 Threaded Rods 22 LS3O, LS50, LS70, LS'BO Skevwable Angles 24 MST128. MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1 1 to 3 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUO9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to W'. d CLZ 3 BP318-2, BPV2, BPI/2-3, BP518.2, BP5/8-3. BP314, BP3/4.3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSW2M 2, LSSJ28RZ, LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 26 NCA2xl0-12, NCA2xl2-12, NCA2x8-16, NCA200-16, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from W to 7- d o 4 CNW3/8, CtMlt2, CNW518, CNWW4, CNW5/8-1/2,'CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewsble Hanger 27 RCW812, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". OC c.f jp 3 3 5 CTUD55, CTUD65, CTUD66, CTUD75, CTU076, CTUD77, CiUDBT CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1171to CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 n Stud to Plate Con 5/8" and heights ranging from 7-11, to 24", ` '� V 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMHS Roof Tie -Down 30 SPI. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging fro 4" to 3 1= -M 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUD6, RTUD7, RTUD8. Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1/4" to 24". sn Q 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SSi.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- I CD 9 TU W38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST187 ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 1 V to 32-lrZ'. d CJ 10 URS3 318" Upl t Rost Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27, TB30: TB36, T842, T648; TB54, TB56; TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- i ll URS4 112' U IiftRodRunTiedown ' p System 33 RTC22Z, RTC42, RTC22, RTC44 Rigid Tie Connectors 35 TW810,1'4UB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-1f4" 0 32". 12 URS5 518" Uplift Rod Run Toclown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiadown 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8108. WB1 DOC, W6126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 37'. FL#10441-RB FL#'10'J31-R6 9 HS series hangers Top flange hangers available in widths ranging from 1-9116' Sp 7- FL#10447-R5 1/2" and heights ranging from 8" to 30F', ,^LE Product Model. Number or Name Product Describtion j&g f product Model, Num Der or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5AX' to 8-718" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 C13H2 37x5.5, CBH2.37x7.63, C131-12-37475 Concealed hangers and heights ranging from 10-1 Zia 28". 2 HOC10/4, HDC10Y22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-14' to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SOS3, DSC2L-SDS3, DSCSR-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1.9/16'to 3-WIS" and heights 718" and heights ranging from 7-1/7'to 32'. 4 HDU2, HDU4, HDU5; HDU8, HOUl 1, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" W 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" W 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1:81, HCP2, HCP4 Hip Corner Plate 3 HGU3'.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SOS, HGU7.00-SDS, HGU7.25. Face -mount hangers 118" and heights ranging from 14"m 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25f3.25-, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-WO" to 3- 7 MASA, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5W to 7- 9116" and heights ranging from 18" to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1..81, HRC22 H4 Ridge Connector 3/8" and heights ranging from "118"to 12-7/8.", 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 S rapstyle purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25.SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7.00-SDS; HHGU7.25SDS, Face -mount hangers 3-9118" and heights ranging from5.3/6'to 13-118". ID PA118, PAI23, PA12s PAI35 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 LghtSlopeable/Skewable U Hanger HHGUg.00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9r18" bo 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 1/2" and heights ranging from 3-7/16'to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24: TC26; TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/18". THAC422, THA426_ THA422-2, THA426.2 118" to 5-1/8" and heights ranging from 4314" to 15-3/4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- 12 THAI1,81122, THAl2,0&22, THAl2.1122, THA1222, THA1322, THA13522, THAI422 AdjuslableTruss Hanger Sized for i-Joists Concealed flange version (HSURC, HSURC) available for all 1/8" and heights ranging from 5.318" W 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-W610 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32'. 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16' OD 7- 18 iTS series hangers Top flange hangers available in widths ranging from 1-9116 to 3- 16 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19-1/4". Concealed flange 5/8" and heights ranging from 9.1W to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16' and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5.318" to 7.1/4". 10 HUC01.81/9SDS, HUC01.81/11SDS, HU0021D-2SDS, HUCO210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16' end heights SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ5.25M9 SDS, HUCQ535111-SDS, HUCQ610- ranging from 9-3118" to 13-118". SDS, HUC0612-SDS • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r5012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r VMD For direct Inks to ell SST approvals listed below, CLICK HERE, For direct Inks to all SST approvals Isted below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below,. CLICK HERE For additional information regarding Flcdda's Statewide Product Approval -System and Man Mani -Dade County Notice ofAcce Acceptance (NOA), cUCK HERE, a9 g APPty P For additional information regarding Florida's Statewide Product Approval System and Marts -Dade County Notice of ACca Lance (NOA), CLICK HERE. P • For additional information regarding Florida's Statewide Product Approval System and Matrs-0ade Coup eg 9 P ys County Notice of Acceptance NOA , CLICK RFRE, P ( ) • Far oddkiorral b-nabon r ardn Florida's Statewide Product Approval System and Marni-Dade Coup efl g Ap Sye Notice of Acceptance NOA), LUCK HERE, ry P 21 LB series hangers Top flange hangers available in width of 1-Wl6" and heights Fill1468-R5 18 S/LBV1,56, SILBV1.81, 5/LBV2,06, SILBV2.37, S/LBV2.56, S/LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-318" to 15-118".. SILBV3.56, SILBV3.62, SILBV4,06, S/LBV4.12, S/LBV4.28, S/LBV4.75, SILSV5.50 6 Strong -Bolt 2 (ST132, STS24SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights @9 A Product Model. Number or Name Product Description 19 51TT20, SOTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116'to 13-118". 1 HHUS2103; HHUS210-4 Joist Hanger 20 SiMST60, WMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD H4SS, THD-MSS, THD-CS, THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 /4" W 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" W 331l7. 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUM310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THG82, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2' 5 THG02SDS3, THG03-SDS4.5, THGQH2-SDS3, THGO13-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Then HD Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1.9/16'to 5- 6 TNGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (rHDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1I4" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-2116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1r8". FL011473-R5 FL#13804-RS 27 28 RR WP caries hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9/16' to 7- &cU Product Model. Number or Name Product Description &afi Product Model. Number or Name Product Description FL518230-RB 118" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG, CCTQM5.50-SDSG, COCONM82SDSG; COCQM4.62-SDSG, Product Model. Num bar or Name Product Description 3 H16, Hl6S, H15-2 H16-2S HurrioaneTie C=W,50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FUF10860-R5 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3-62G.KT, ECCLQM4.62G-Kr, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Adhosive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.50G-KT: ECCLRQMD3,62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry JW Product Model. Num beror Name Product Description 6 HGAMIO, HMO Masonry retrofit connectors KT, ECCLRQM05.50G-KT 4 Strong -Bolt 2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry }e �e ` W 1 2 ABA44; ABA44R ABA46, ABA46R, ABA66, ABA86R ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5.6, ABU65, ABU66, ABU86R, ABU88, Adjustable Post Base Adjustable Past Base 7 8 HHETA16; HHETA20, HHETA24, HHETA40 LGT2, LGT3.SDS2.5, LGT4SDS3 Heavy Embedded Truss Anchor Girder Tiedown 3 4 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 LGUM26.2, LGUM26-3, LGUM264, LGUM28.2, LGUM28-3: LGUM28.4, LGUM210.2; Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HD (THD.H4SS, THD-HSSS, THD-CS6SS) Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUOSR, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48: LGUM410 or 316 stainless steelwilh hex head, and 316 stainless steel with 3 4 ABW44Z, ASW44RZ. ABW46Z, ABW46RZ, ABW66Z, ABW86RZ, ABW7-7 AC4, A04R, ACE4, AC6, ACBR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/9.25, MBHA3.12fl l .25. MBHA3.5W.25, MBHA3.56M.25, MSHA3.56/11.25, M13HA3.56/11.88, MBHA3.56f14, MBHA3.56f16, MBHA3.58118, MBHA5.6W.25, MasonryTop Flange Beam Hangers 7 Then Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry z 5 BC4, BC46, BC4R, BC6, BC6R, SCS, SCS2-2/4, BC52-3/8 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSN20 Twist Strap for Masonry MSHA5.50/9.25, MBHA5.5Wl l 25, MBHA5.50r11.88, MBHA5.5D/14, MBHA5.50116, 6 CB44, C648, CB48 C868, C888 Embedded Column Base MBHA5.50118 7 C68044-SDS2, CBSQ46-SDS2, CBSQ86-SDS2, CB5086-SD52, CBSQ8&SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56/11,88, MBHU3.56114, MBHU3.56/16, MBHU3.56/18, MBHU5.5019..25, MBHU5.50/11.25, M3HU5.5W11.88, MBHUS.5[Y14, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with Wi ranging from 54M" to 9-V2" and W2 ranging from 3518" to 7.1/2" FL#91496-RS MBHU5.50116, MBHU5.50118 §20 Product Model. Number or Name Product Description O 9 CCQSDS2:5, ECCQSDS2.5 Series Screwed column caps vvlh dui ranging from 3-114°to 9-1f7and Sea # Product Modal. Number or Name Product Description 1 X34B1016-SK, X1S1D16, X1 1310164K, XQ1 S1018, XQ181016-4K #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L, W2 ranging from 3-5/8" to 7-1f2" 1 DTT1Z Deck Tension Tie Drill Point Q 10 CPT44Z, CPT66Z, CP7887 Concealed Post Tie Base 2 HD12, HDi9 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ 1 14ei 224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EPB44A, EPB44, EP846, EPBW EPS47 Embedded Post Base Embedded Post Base 3 4 HD38, HD53, HD7B, HD98 HTT4, H175, HTT5-314 Bolted Hloklowns Tension Ties Seat Product Model- Num ber or Name Product Description 3 XMQ114S1224, XMQ114B1224.2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Dave XM Medium Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 50=300, SDW22338, SDW22438, SDW22458, SOW22500, SOW22600, SOW22638, Strang -Drive SOW EWP-PLY and TRUSS -PLY ',"am Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22834 4 XQ114S1224, X011461224-2.5K X114S1224, X0112S1224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point 15 MP6442, MPBBBZ, MPB88Z Moment Post Base 2 SDWC15450, SDWC15SO0 Strong -Drive SDWC TRUSS Screw 16 P644, PB44R, P846, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDM419300DR SOWH1940ODB, SDWH19600DB, SDWH198(mDB, SDWH191000DB Strang -Drive SDWH TIMBER-H EX Screw 6 XU3481010. XU34BI0165K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 FBS44A, PBS487 PBS66 Embedded Post Base 4 SDWH274000, SDWH27000G, SDWH278000, SDWH2710MG, SDWH2712DOG Strong-Orwe SDWH TIMBER-HEXHOG Screw #1 Drill Point 18 19 PBV6 PBV10 PC44-18; PC46-18, PC48-16, PC64-16, P086-16, EPC44-16: EPC46-16, EPC48.15, Round Post Base Post Cap YSgg 1 Product Model. Number or Name SB5/8x24, S0718x24, SB1x30 Product Description SBAnchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDV416400 SDWS19800, SDWS1971Z SDWS22400,SDWS22500:SDWS22512, SDWS228D0, Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw(Interior Grade) O EPC84-16, EPC68.16 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SST836, SSTBi 6L, SST820L, SSTB24L, SSTB Anchor Bolts SOV=800, SDWS22900, SOVV8221000, SOM221100, SDWS221200, SDWS221500 -Drive FL#35320-RO 20 PC4Z PC4R7, PCSZ, PCORZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, Epcez, EPC6RZ, EPCBZ, Postcap SSTB28L 7 SDWS2230ODB: SDWS2240ODB: SDWS2250ODB, SOWS22600DB, SDWS22800DB, Strong-0r"SOWSTIMBER Screw (Exberior Grade) EPCBRZ SDWS221 OOODB 21119Product Model. Num leer or Name Product Description 21 PPB44-4Z: PPB44-CZ Post Base 8 SDWS22312DBB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSC843.5, DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDAM730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27OWSS: SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43 5, FCB45.5, FCB47.5, FC849.5, FCB411.5 Bypass Framing Fixed -Clip Connector W ' ^W SDWS271000SS, SDVVS27120OSS 3 FPHSD34S1016, FPHSD3481018, FPHSD34B1018-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- V, sa _X Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHS034B1214. FPHSD34B1214-5K Drilling, Tapping Screws FL#10866.115 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, GS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2 25, LSFC4.25, LSFC6.25, SFC2.25, SFC4 25, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6.FHA9, FHAl2, FHA18: FHA24, FHA30, MSTI26, MST138, Straps 97 mil (12 go) 5 LSSC425, LSSC8.25, SSC2.25, SSC4.25, SSCB 25, MSSC225, MSSC4.25, MSSC6.25, Steel Stud Connectors �gy# Product Modell. Number or Name Product Descripton MSTI48, MSTIBO MST172, SfMST27, S/MST37, SiMST48 MSSC4.25KW, M5606.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twat Straps. FL.#15363-1513 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.58 Rigid Knee Wall Connector 2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30; LSTA35, LSM49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Slaps 43 mil (is go) 7 SCB43 5, SCB45.5, SCS47.5, SCB4R5, SCS411.5, MSCS45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46.6, GH46-8, 01-148-8, GH48-8, GH41 U. GH410 8, GH86-6, GH66-8. GH68-0, GH68- Girder Hamer 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) 9 Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5197, SCS62-51118, SCS82-5/118 Bypass Framing Connector ■ 8, GH610-6, GH81D-8 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18SS 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GLBSA, GL65B, GLB5C, GLB5D, GLB7A GLB76, GLS7C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25, MSJCIO.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT52O, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector ICU 6 HGLBA, HGLBB HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA30, ST6215, ST6224. STS, ST12. ST18. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hir ge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT=3, HOT-4 Heavy Girder Tiodown 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 go) Screws LU 8 UFPI0SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MT620, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016. X01 B1016-4K, XQ181214. X01B1214-3.5K, X47881224, X07881224-3K, #10-18. 412-14, and 1112-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181 56, S/131.81, SB2.06, SIB2.37, SB2,56, SIB2:66, SIB3,12, 583:55, SIB3.62, SIS4,06, Top Flange Joist Hangers FL#1573044 )Ml I4S1224, XQ114B1224-23K, X0112S1224, XQ112B1224-2K, X34B1016-SK; X187018, XiB1016 4K, X7S1214, X1Bi214.3.5K Tapping Screws Q 13 S/B4.12, SB4.28, 5164.75, S/85.50 S/BA2.1218, SMA2.12r10. S1BA2.12f12. S/BA2.12/14, SeA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Product Rbdel. Number or Name Product Description Z J SIBA4,18112, S/SA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S(HlA Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SHD3S, SIHD88, S1HD10S, SIHDIOB, SrHD15S, S/HO158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PiNW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 10 S/HDU4, SIHDU6, SIHDUO, S/HDU11 Holdowms PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3, PTRHA4 _J 17 S1JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 -6-.+ QD C _ to O O U O NrL O � O O C CU -0 a- .� U ca 'O O -O c Q � O LL .N O O O O s Oi F-- . C Cn Q -i--+ Z U) CU M O i O Q �' U 0 O i �� co U m O L w� L U Z N Z J Z Q J a SHEET NO. PA 1 A MIAMI� a�a�a-naa� cvua�rn PGT Industries, inr, PGT Industries, Inc. a t!R+D])L�rrTC!]�!PTIts)L SiG'Ti06ii PGT Industries. Inc. � ��' sw �a $ �'-°$ NOTTC� OF ACCEPT' A�YiCE: EVIDENCE SLTBMII'T�II NOTICE OF �iCCEP?r1."�C£: Ei�1DE�YC£ SUBMITTED iiEPART�AENTOF RFGiII.ATOifYhlltDECQNO�C RESOtTR.�ES.(A�'bti D+riaaa. PLxide 33175-_'a74 Htnl.4ita AND CODE ADE@�tIS'rRATI!]�V DIri rS>3D?r Z• {r86y 3 i5-? 590 F � i�-zs� NOTICE OFACCEPTANCE: EVIDENCE SL7B�TTED � NOTICE OF �►CCEP„TA,YCE {1TOA} ,.,�t.,a�.�.e�s I. A. Evidence submitted under previous �i(7►A DRAI�ZY GS B. TESTS (continued) D. QUALITY ASSZ?RrL�TC:E O l . Miat>m Dade Department of Regulatory and Economic Resources (RER)_ `v a ]?GT Industries, lac. 107t17echnolagT Drn-e, l _ Marulfactttcer'sdle drawings and ses:ti�s. report 5.. Test on 1} Air vofiitxation Test, per F1iG, TAS 20?-94 h W o North Venire, FL �:7� fSrtbarritt@d under _'�TQ.� :�'0.11-111�}� j 2} Uniform, Static Air Prat Test_ per FBC, TAS 70� 9�4 E. MATERIAL CEKIffICAIIOi�iS y c mo Scams: ?_ Drawing No. �-5570A, titled `vinyl Sliding Glass Door NOA �', sheets 1 3} Water Resistance Test, per FBC, TAS 20'?-94. 1. Native afAcceptance No. IS-Q318,i� issued to Vision Ea�tatL�� Limited for 3hisN4Aisbeiagissuedundertb+eapplicabteruiesaudregulatu�asg�aue�aiagtheusenfconstructionmsterials_The th�tgh�?1of21,prep�aredby>��act�r,dated1E114�i1�,t�°ithiewisiottAdates! 4}I.azgeMsss�leImpa�tTestpetFBC,T.4S?Q19� `�7t�eRigidF�'CEat�reriorF.strttsioasfctr�'4":ado�rsandDoers".dated0$�"1 '1�. � �� documentanansubmittedhasbeenrevieu�*ed and aceepis�,cl.byllti�ni-Dade Cvnr�rRER-AraductCat�rd Section to O�i{i�117, signed and sealed by A. L�mI', F_E. 5} Cyclic Wind Plea Loadiugpet FBC, TAS '?03-p4 erit7g an (i9.��E)r19 MIAMF MIAMI-DADE COUNTY •&AWAMM 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 (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Cast -Crete USA, LLC 6324 County Road 579 Sefther, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section On Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. t)T1 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 J Page 1 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of I, d Drawing No LT4612 titled prepared by Craig Parrino, P.E., dated March 24, 2003 an D g . , r, . "Cast -Crete 4", 6' & 12 Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #] dated April 28, 2003 both drawings signed and sealed by Craig .Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Willed Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2.' Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Local Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance rice. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pr act Control Section Supervisor NOA No. 204)630,15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 +', 6" & 12 LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets 1 Lintel Safe Load Tables`, sheets I through 3 of 3, last revision dated 06112114, alter through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114, 2 a e revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on J = CJ N 'Cc March 22, 2012. B. TESTS y � i m 1. None. a o B. TESTS 1. None. C. CALCULATIONS ° O m o w 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.23 , o =r a � e C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 3 3 cc 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). . a -_' 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. a CJ E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. b 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, F.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. None. B. TESTS 1. None. B. TESTS I None C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. D. QUALITY ASSURANCE E MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).. ' 1. None, E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. elmy A. Makar, P.E., M.S. C,11eimy ., M.S. Pro act Control Section Supervisor Product Control SectionSupervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 N N L 'a O _ Ca > O O U L O CL O t= Ca O Cn ,a O Q 0 U_ a) Ca -� 011.- CU E Q CU > O 0 to Ca O O 'M Q F--0 Cn<C z z W J Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -0--0 1. None; 1. None. (1) F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ICU8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2• Compliance Letter with the Florida Building Code, 2420 Edition, issued by Cast- > A. DRAWINGS Crete USA. Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of > Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0- LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last � ♦,_, revision dated .Tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. :3 B. TESTS 0 1. None. L C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE U 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion for a name change. O w � CAIelmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 0&20/2020 J E-4 E-5 a - March 6, 2023 SHEET NO. PA 1,5 919 _. _ -.-__. } EXISTING IIOIAED . . REOLNIED- 3/.-- a AGM CONCRE E AMC.= �,� ANC ORS _F D (N6 Mo Mo CONCRETE NNa1pM 5TAO,KM W/ SIT*— '- <Nn1.. oA Oho (<QS�E (SEE SCHRNAE am *CM 9 tMaiH,p, 9) \- 9HBO5 8 nM U00k 0) SIH" 9 IN6CUGN 6) 5r,u 3/6-,• . SCALE 3111'. _-. __._i _ __ _--__-_ - - t, (D II roe' i I 1 1 I 1 t 1 I NNW I 1 ti H/2' at I � NIEIApy., 1 �,�N ,% I T"` i .rY2""•iFR A. tiA. EkISiR1C'IEPDLIfAD.-`3/A'Y ..-1 RCOLWD. -.. EA W, DERA}SC 9WET5 8 THOOuaN 93 � MI.- /I 1 L EGO EkISiR1C'IEPDLIfAD.-`3/A'Y ..-1 RCOLWD. -.. EA W, DERA}SC 9WET5 8 THOOuaN 93 � MI.- /I 1 L EGO PRODUCT CLVAI,UATtON REPOIt'I'lyO. 20-0728.81 y �ijICT 1L�ATIOtV AEPOR'P NO. 20.E77f1.01 j ILI EEO Ilyc_ INc. TILLIT TESTING 8 ENGINEERING COFIPANY � 2. Tct3TREPORTS: - - B. MATERIAL CHARACTERISTI ,IAND—SPECIFICATIONS: TILLTT TElfflNO & ENGiNElRINO COMPANY - - - - WAT.TRR A. tTL11T, JR., F.E. - ti ! CO11D I. rLr.E,uHRAw �„�„� Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1826 of the Florida Building Code. Uniform static loads Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document P.E.D. drawing (P.E.D.), g - - - -- -- - waTa7;.ttn. rlt.tJr, IR, r.L ell PRODUCT EVALUATION REPORT IIOO( 9O1.°oID � � .7.eF 1,ITna,.N. 44167 ILCAL,,—M.AW,f2 as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & P P P P Y 9• n9 , No-20-176, Anchor specifications shall be as indicated on sheets 1, 7 and 21 of tLC.A.LO•.WNa A"?19 Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E_, Fenestration Testing Laboratory, inc. reports # 2032 dated 0411811998 and # 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009. on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3, STRUCTURAL ENGINEERING CALrULATJ f A 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME. 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1020.2 of the Florida Building Cade. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global Protection Products. LLC MANUFACTURER: Global Protraction ProduCila LLC. length based on ratbnal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structuros. 48W S.W. 51 Street Davie, Florida 33314 4WD S.W. 51 Street dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, FTorida33314 1. PURPOSE OF EVALUATION 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Waiter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wetter A. TTlilt, Jr., P.E. (System Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System ID # 19DG) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 1 D of the Florida Department of Business and 9� WiND LOADS RESISTANCE �+*�LMP p �71�"'I�i y .#;I ti .......4T 61 G20.3, Method 1D of the Florida Department of Business and Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind .�0 V, " ✓,� This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 20200 Seventh Edition of the pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 18,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _ -- r� = � 44167 : z �-�-� a -`'* * * This product Is being Issued an Evaluation Report as described herein, and has been veNfled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Coda, and to verl That the product is for the u ose Intended 9 verify P purpose 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, � * � g �r�,o•: STATE OF / Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that q ' required by the Coda, 14, 15,17. 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20.176, r s 9 , r�•.'IORt�.�� at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of 5, INSTALLATION: ,��" S%ON M.- �� 7f"Ifunfnua"'� This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions a Building Code change that may attach its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D;IiTTIILLTECO AOMON RECORDS I P. E. REPORT.20 ( GLOBAL PROTECTION PRODUCTS, LLC % GAGE 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUAT"20ION DOCUN NI_(P_NIZE1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as c4VANOWSTEEL STORM PANEL ORMA,MI70kREPORT san MOi Drawing No. 20-176, titled GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document 21. PRODUCT EVALUATION DOCUMENT (P.E.D.) sheets 1 thru 26 of are prepared by ,Inc.; signed and sealed by Wetter A. (P.E.D.), drawing No. 20-176, Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL", to Tillit, Jr., P.E.; dated 07/28l2020. This drawing is an integral partRAIN S . This sheets 1 thru 18 of 18 prepared by Tnteco, Inc.; signed and sealed by Waiter A. Evaluation Report. ZtRA .%4, %�� MM11(IllenIIll" /r9� Tillit, Jr., P.E.; dated O7/27/2020. This drawing is an into Y is g Evaluation Report. •�F, -- 4111�14\CONS C/ F' ,� �.���Q�iN,C - ✓ �,, 1y ;'1� .•, �, -` a v.CENS�c •.'P�k '-'= �, Nit. 4 '- `_ - �'�►l�t 4A167 *' � - , I- . DR1 �' ?ytycfs�� ,QA.IDP ; \I STATE OF r 9; O'r F/ORIO `a y°'vr; .?�5 - 1s %STATE OF sir = r ct ='r1ORIt1 ,G. R, 6355 N.W. 361h Street, Suite 305, t iiazni, Florida 33166 - P11DDq: (305) 871-1530 -Yam, tI� S i S!(jNAL���+ '",NnNILILatI"�� 6355 N•W. 36th Suva, Suite 305, Miami, Florida 33166 - Phow. (305) 871-1 f tp ,80'i-1531 rNN,H.... 'Ar+fN ItIH41100 PRODUCT' ICU LL:ATEON JUMORT NO. 20.9=112 2 22 TEST iZEPORTS. Large missile impact toad tests were performed under SSTD 12-99 standard as per sectio n 1609.1.2 of the Florida Building Code. Uniform rm static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mahner, P.E., Boriz Moroz, P,E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaeapada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per 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 Judo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. Z,3 STRUCTURAL ENGfNEE­N­,CALCI�I_eTIONS On 24 Gage Galvanized Steet Storm PacTel far 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 1111104 of the Florida Building Code. Calculatlons prepared by Tiltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. TIM, Jr., P.E. 3. MINILE IMPACT RESISTM -, Large missile Impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13It" 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 SSTO 12-99 Standard. �F!,A: t�( ", / TE F11 sir'•. F(oR10f .t►wat S�`�yd Nit/ejONloll1Al����.a 3 5. INSTALLATION: Installation shall be performed strtcUy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of % of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P,E_D.), drawing No. 20.175. S, MATER[AL_CHARACTER-LQTICS AND SPECiFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. R . � ] ]LIMITATIONS AND CONDITIONS OF USE • 7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, InEficate4gi�, on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20.175 w prepared by Tiiteco, Inc. and signed and sealed by Waller A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES c to as defined on section 1620.2 of the Florida Building Code. .. -o 7.3_ Product shall only be installed into poured concrete, concrete block, and GO a A - wood frame structures. Q a► M m�C En Product Evaluation Report prepared by Walter A. T'dllt, Jr., P.E. (Florida Lice WNo. 44187j, President of 711teco. Inc. (Florida CA-0006T19). as e 1 to ­ . , n0'OUINnINNI tiP T r4t1,, o � � WATdl On TILTECO ADMON RECORDS 1 P GALVANi2ED STEEL STORM PANEL L COMPONENTS FOR REGULAR III: LIFE SAFETY STORM PANELS E" NONS• B3) INCASE THAT PRECAST STORE NC OR PRECAST CDRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE ON EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH 11I1 MAIN SIRUCiU3E BEHIND SUCH PANELS. (SCALE i/2•11' 1/4. 2/4, 3/4, 4/4, 5/5, 10. 6/5 + STORw PANG. SHOWN DN THIS PRO"BeDUCT EVALWTON DOCUMENT (RED.) HAS BEEN YENNED Fort CONPIAAINCE N ANCHORAGE SHALL BE AS MENTIONED IN 0.1) M40 N 6.2). -. _ ._._ -.. ---- _. . __ -.. 15.1W (TOTAL BOTH)-- _. . - -.._ _... _..-_.. ._- - __. __ ._-__ __ -_..-15AW (TOTAL WON)_ _.. _____ SW/10, BW/11, & 7W/114W/iD, ACCORDANCE WON THE =0 (m EDITOR) OF THE EIDRIO% BUI NNG CODE TO M-UM 5<_11M .(�H- SPERSFIIC G06'BiY.._ LL.311N31.i' -- -.... _--..12.500' (ETFECTWi W07N}_ ._ __ _. _._. r MI ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNELTS 6 k 9_ __ }• MAX_ 1/4'. TAPCON ANCHORS, AS MM UFACfUREO 84 I t o sutra. INC DESIGN WINO LOADS SHALL 8E PEIERWHfEU AS PER SECTION15 D SHAD THE ABOVE MENTIONED CODE, _ �I._IO PANEI:MAIE FEMALE O AND PA/ELAAIT PLUS MIOHO6. AS IAAINUri'ACTURFD BY ELtp CONSTRUCTION PRODUCTS _-- - . a I/a- - -'-- --.- I`-__. _...--- s.25D'. _.. ____... - mil• yN -r-- - - - -- FOR WOOD SEE SECTIONS ON SHEETS 10 t 11---.... -'_I• &m FOR A WIND SPEED AS RECKAED BY THE JURISDICTION WHERE THEN. SHUTTERS WA) NSTALLEO ANO FOR A DIRECTIOWILM FACTOR Kd-0.65. USING ASCE 7-I6 AND SHALL N07 EXCEED THE MINIMUM (A9.D.3 _ 1/4Y FAG SCREWS PER M.D.S. y ;- I. �/.3'so• 1. - .' ,300• p ' ' ,I OESf:I PRESSURE FATNGS INOCATrD ON SHEETS 7 /1HRU ,2, 1.. 15, 18. 19 A 20. - 7/16Y r S/8• WORD 9USH9(G. AS DISTRIBUTED 8Y ALL P011)t SCREW. BOLT A SPEEAi.tY iTO. _ � _r�• 4 �. �. � #V � _�• "'.T.�'"..,� �, 0.03s' MML 1MOt 1.390'.-• r t.�S �} O O O '. IN ORDER TO v[wrY' THE AeOYE GO)OTIOH. ULRMAIE aelaN w9Na LOADS DETERMINED PER ABLE 7-i6 ) / .•1.; , - D ,'�. • ---- �z -- , -! TAS A A- 1 -� D.M.,Q, 3�, ®•} C7 i-?- + I , --i-- - - I I 1 .... _._-_ __ .__. _1 SHALL BE FIRST REDUCED To AS.D. DESIGN WIND LOADS BY MULTIILYRNG THEM BY 0.6 N DROOP TO C 1 MINIMUM THREADED PENETRATION INTO NTO WOW OF TAPCON Aw4110R5 SHALL BE T I r AND 2' FOR ELCO PAWA4TE PLUS � "� _ I anta SO weet COMPARE THESE W/ MAX (A,SO DESIGN PRESSURE RATINGS NOCATED ON SHEETS T IIMU 17, 1A, 15, 16, t9 ! 70 APO PAWLMN.r FEMALE ID- J/ - 7.857' OAST" WN. TWCk HE3IMED: / IIr' !� �f 2,63Y G-60 oALV. ..r ,�f� (�-T--.__ _-f__1___t.__r.... ,. _.-r __i. ' __r____T__-T___t__l_ _1__T_-_T_-T_ .. 4 7 WSAMED 6TEEL EDGi._ ! 1 J EDGC._ ` -, ®-�:,/• 4U�® • \J I I � -� 1 � j C.2) MINIMUM tHrEADED PENETRATION or LAG SCREW, INTO THE WOOD FRUX Own SHM1 BE + 1/2• NO IHREADED 2.OD0' �},,'V _ tYP. ASTM A„�3 T- 2-000' T ( j I 1 T ^� IN ORDER 10 VERIFY THAT ANCHOR ON TAS PE D. AS TESTED WERE NOT OVER STRESSED. A 337E INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL 6E CONSIDERED AS PART OF THE REQUO" THREADED PEINflRATON I '-"r" ,.-RCETIMEU arw So M OMW ORAL di f �� f',7 �--�.�1-�� �' ORAE �: � � i I ' j i 'i STRM FOR WIND ACCORDANCE WITH LOADS rLGi USED w THEM ANALYSIS FASTENERS SPACW. TO W000 wM5 BEEN DETERMYNED N - I 7AiLE6A°C 15.8 9-90 CAEV. LATAILE 3 IB.s' I f I I ; I f C 3) MNR UM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS NpUTM IN TADS DRAMNO - - ' L _ I I I I STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE YWTM SECTION 1626 OF -. _ - _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ - _ _. , i _ _ _ . _ - _ . -. _ _ _ . _ .. I _ _-_ 1 I j AAA THE ABOVE MENTIONED CODE AS PER HURRICANE ENGIMORNG A TESTING INC REPORTS %-569. 96-5TO @ 96-ISO AND C.a) RAAMAw IiTEiRAt1pN OF WOOD BUSHING SNN1 BE S/8' 1/4' •-20 SOWS USED SA41. $ , 1/2• LONG IANIMIUM - 1.350' 1.3�0' _I. / 350'.�._I-_ - L _l.- '_ L _ ,. _ I _i_i 1 : I L_-.I_..i _.I..I._ 1 Ea SHOULD STUCCO WST. AND I• MINIMUM FOR WALLS WIIN NO STUCCO - - _. _---._-_Q.25D• _ _.. FENESTRATION TOTING LAB INC. REPORTS r20}2 A:126 A5 PROTOCOLS tA6-2Dt, TAS-}02 AND TAS-203 - - j T A S WEll A3 AAERICW TEST Of SaJRH (LORD. REPORT /0219.01-09, AS PER tA5 201, TAS 207 HIND j� 1 r- (.-. -TT_ r , j_j_rAs 703 srw-roMms. ©S7SiiR1l PANEL END STORY PANEL ,M I I j - IiC5) N CASE THAI PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WORD BOARDS BE FOUND ON THE EXISTNG y 1WALL. ANCHORS SHALL IV LONG EMOIGN TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS Iz16r- . - 2 ALL ALU MNUM EMAUSIOtS TO BE 0063-T6 ALLOY NOD TEMPER. (UNLESS oN4RWISE NOTED) SEE SHEET z ANCHORAGE 94AU BE AS MENTIONED IN c.1). c.2) a C 4) l/ , ' , "r .-2 I 1 i - : _j if t -1-_ , I fI , til, T ALL ALUIBNM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. i -..-- .. I i 1 1 ! (D) AINCFIORS SHALL 8E HMSTALIED i'OKjpRIING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS W ME ANCHOR'S MARUFACRRER /� 1.250I - 2.18T- --.� // I 1 I I I I t I I ! 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUAUIY STEEL ASIY A-6S3 GRADE S° iA7AMIMMI. G-60 P,NELS fA0 LI? % • ) T250• 100' t2�• - .750' - i3a Sfl1If5 IOi SOWS .125' ' , IIRIBOLTm PANELS 1 1 I i ! BOLTED PA2EL5 W/ 1/N-zo. t,'_ _ _ OALVANRED STEEL DESIGNATION W 6 PAWS MAY ALSO BE NSA' F9 HORQO MLY FOLLOWING NSTAILATK)N DETAtS SHOWN ON ACTION 3 THROUGH t° (SHEETS ! _ 1 I f /FY- SC5 4, (AFTER ROLLED). IHROUCH 6) EXCEPT THAI NFAOERSQA® SHALL NOT BE USED W/ Water; EDGE. 1 .too* k ,_7 I I-1.125•I -1° ANSTUO s 5. STUD 01E � T° NIOIE AD 4..75°'•- N I 1 I(SEE SECTIONS IlS i I 1 I ; 1 � 1s.s. m. TS BOLT O EA. / 70V06J1PA 3J32• :1 i p 5 ALL SCREWS 10 BE STAINLESS Si FEl 301 °R 316 AIST SFJIES OR [ORROSON RESISTANT COATED CARBON STER AS PER � // - R"6,y� �� I ` 1 : ,7 T/Y ae. ,2 +/Y 4e. I IA�LR ) I I 1 I (SEE SECTORS AS APPUC.A" DIN 50016 N/ 50 i•I Mo STRENGTH AM 96 MM TENSILE STRENGTH A STALL COMPLY W/ FLORIDA BUKDING CODE 4 IT SHALL BE THE RE.SPOHSBILITY OF THE COMPACTOR 10 VERITY THE SOUNDNESS, DA THE SniUCD)RE WHERE SHIURD+ S /D BE �`'K fDoe' 1OD A93' I -- I 1 I I , I ATTACHED TO "SUE PROPER ANCNOMGE THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME I !3 1 SECTION 2`1t 3.].1' BlRLOINGS. ! `� v 3.375' .OBS• .09}• z.T25• 2.OW 1.5°0• s[E .B�.Tg• OJs- 6Q 1.5(10• _._�. t. _�. �. 1.. I _�_.. _ L-- -_i..l -.I ;L___ L t -.� i.�� 9 BOLTS TO 9E ASTM A-3O7 fXVNR2E4 STEEL, OR A151 Sol SERIFS STAINLESS STEEL WITH }6 t.ra' WNIIRw YIELD ` .' \� ��' - OBr _ _ _,- _ _ . _L _ _ __ _ I p I STRENGTH. TO EACH REGULAR STORM PANEL FRIN LEMTTHS OVER 8'-8 THROUGH 12'-4; s5 PER SECTIONS 6; 8. R A 10 AND ALffNA7NC5 BW. J/--0250' 2.125' 1 }123�i 1_.1T. 1, _ _ l 1 I_ I I. I' 1 I --1 i EO G�} 9W A ,OYN ON SHEETS S, 6 a 12 RESPECTNELY: SHALL HAVE .A LEGICIAEAT BLE AND READLY VISIBLE MARKING INSTRUCTING OWNER OR / ( 25. .. �� I - r . (� ' ] ] d : I � I jj I I I d T ANGINDR5 TO WALL Si9V..l BE AS FOLLOWS 11 THE INSTALLATION CONTRACTOR 9 0 SFK./:AULN KMiC51WTiE COMPONENT EDGES RHICREMN NiN. CONTINUOUS CONTAL'1 MTM ' ` - 1 J79' I lL.L A .� ~t3C'C) R - 5' Mm.... .. } I t.SDO' i.SoO' I i I I I ; I 1 { ` 1 TO SECURE PANELS "'" APPLICABLE ' )E 4 375 I! € j t NAMWITM (A) -I i'/ -• TAPODN ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. NC- (Min. re-3192 PA'A) THE BONDING TO PREVENT WAID/RNN NTwsoh. ISOMCIUC VIEW DEWL A - - Sr �2.0o°• ' i I 1 1 I j I 1(M4n•/ 3/} SC 0-)'SfN.T ,SAS W RF18 41 POW ORMT SCREMIk W, BOLT 30010 TY CO T Iz STPRDOVIDED BST' THE YME E PERWITH W IS AP LIED TCAIm w IHIs DRAWXNG PLUS ANY BUTLONc ATW zoNNG REGULAIM)NS L LIP CORNERDED XFMMED EDGE6 ENDS OF M/ELs O wll NEARER �S • M EADER O D4 +®•\7•\%+�,G -`-- --. '- - --' ''. o-- i--' ---i p• .. 1... .. 1.- 1.. --' - l OI -- -- a1 1-- L1_HEAD Atli (49i ANGLE WITH STUD ® ANGLE WITH ( i (W TO PANEIIATE il'MNE O A PANE1JHAtE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BV THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION ( ) O O•&®• (M6'1. i'-3350 Ps,) FOR A SITE SPECIFIC PRONECT; ,A. WHERE nE SITE CONDITIONS DEVATE FROM THE PE.D REVERSE STUD --r mA 1/4. 2/4, 3/4, 4/4. 5/5, 7/5. --1: MAX - 1/4.9 CF TAP-GW ANCFiCFRS. AS MANUFACTURED BY TRV-FAST CORPORATION (e< 360o P-.J) f _ - 1 wA4iAt" 16) CONTRACTOR TO BE RESPON51&t FOR ME SELECTION, PURCHASE AND INSTALLATION NCLUDPK tWE SAFETY OF THIS PRODUCT I YL KT, 1W/10, 2W/10, 3W%10. 4W/10, 8/5 A1) MM11UY EM1ffDMENT OF TAPL•DN ANCHORS INTO POURED CONCRETE S/Mi1 BE , 3/1'. 2' FOR PANLI.MATE FEMAE BARD ON THIS PE.D. PROVIOM NE/SNE DOES NOT DEVIATE TWIN THE CONDITIONS DETAILED ON THIS DOCUMENT f- L 1/14 A, 2,114 6.344 _M TOP EDO: 374 �6. '37t' .OB6' �,730• 5W/1 O. aW/t t It 7W/11 O AND PANESMLTE PLUS AND t !/a' FOR CF TAP -GRIP ANC110R5 CONSTRUCTION SAFETY A7 SITE IS THE CONTRACTORS RESPONSIBAMY 1 - - -_ .F J80• b PMEL Ase' t t_�B +- .31o• ' 125' Y_ ARICHDIlS'. FOR CONCRETE SEE SCHEDULE ON 54EM 6 A 9 _ H ._! 1- L _ _ Y.. � - /a 2O, 3N SEIE6 - _. _ .. _ A7) mil-N A SOLID- ANCHORS SHALL BE EMBEDDED 1/6' IMM THE POURED COWRETE NO FMBEOMEM INTO W THIS PPOOVCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALA if MODIFIED I 1 I 1 3-- P { _- i t ) r :I T ._ �S SRID METED To :-__.___ _ _._ _._-__..-._- FOR N000 SEE SECTIONS ON SHEETS 10 A 11 " 1.10T't.O93' (/�-/\�}{(F �3I5 /• I-- 270 .656- BW' I AMCLE A 12 1/2• °L. STU= SHALL BE PERMITTED. 1/4' .-20 SCREWS USED SHALL BE 1 1/2- LONG MNI MM SHOULD STUCCO) DUST, .925' r (- .._ 1 _) - f .-H AD I- AIwmum FDR WALLS WITH NO STUCCO. AAA MAY or HEADED SCREWS OR ALL THREADED SCREWS w/o ,trAD. (d) SITE SPECIFIC WROACIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENOlEER OR ARCHITECT WHICH WILL BECOME THE % 1.s7H- __ 1.671- r11_%--.-_1'o,iI BUY WITH wNG mulls. ENO"M Or RECORD (LOA) FOR THE PRQKCT AND WHO WILL K RESPONSE FOR nE I (__ �' , "( I.343 �.062' I3O0• PROPER USE a THE PE D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE 6/18Y gI L\ . «R.1 I S' 7W - A 3) IN CASIE THAT PRECAST STORE, PRECAS1 EIUSDNG WKL OR RWR ANCHORS SNAIL BE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE (EACH THE MAN STRUCTURE fEY1N0aSIKHDA Tfl P.ED ENGINEER. SrMli SL18YR TD TI415 U11FR THE 5L1E SIIECRTC DRAWINGS FOR REVEW. ITUO9s7- : I , 1. -I _ I REGULAR STORM PANELS (1) A ELEVATION PANELS ANCHORAGE SHALL BE A5 MENTIONED IN A 1) AND IN A2). E1RR1' FARM ONOLAV 1 � W ,�' ) Dsa- N.T.S. (a) ENQ P.ED ACC REAR THE DATE MIDI OANNNAL SEAL. AND SIGNAI,RE OF t/tE PROFESSONAL ,625Y - 2.1W' ITYP.) ENGIINEERR pr fEmRo Tor, PREPARED +i 7.O' O KEY HOLE WASHER (e) fa ExtsrwG raNCRF'F rt.DQc VALL AStM C_�- 14 SHUTTER MNA)FACTURER'S LABEL SHALL BE LOCATED ON A READILY VTOLE LOCATION AT STORM ,0113 Q W �pjGK ANGLE A �W wFW TRACK FLAT PLATED 1/4• Ma%. GAP 1 /4• . TAPOA- ANCHORS AS AANNACTUREO AT 1 T w BUILM,DEVALT INC. PANEL BE PLACED N R EVERY ENVMTN SECTION 170O C P FLORIDAWITHSECTOEIVILDAR O CODE0,11 O$ HE - -o"•_. -�`I�+ ra A. TI��,AM ® 2.sr I/4- .. 7/6' UD1 SIT ANCHORS, AS MATRIBUTIREO AL D~ INC {MIN r<+ISOO 9...<3 ) - V• Y OLEItM . W- VNLLY) - 1/IY % 3/4' SON-Sfl ANCHORS. AS 0151NIBLMED BY W. P007R SCREW BOLT 8 SRECsN.RY tO. FLOFeOA BUILDING THIS DRALNIW 91ALL ONLY BE USED TO � _ Yr. IS• NlMP3 ODE �VAN12ED STEEL •. 1/4' 4 1 - . SHALL BE PLACED FOR EVERY CwENING. LABELING TO COMPLY WITH SELT�v iT174.99 OF tyr 0.036' (MN U (MN - (MIN !'c-1500 P..1.)1. - - ( -[/ ill-10 PANELNAtE fE1Mtt O AND PA.fELMA1E RM..US AINCINORS, AS AANUFACn1RTD 8Y RFO CONSIRuct10N MIIIIIA OBTAN PERIARIS M THE STATE OF FO.ORIW / n Q' A,!� - , IN, ,/�\ J PRODUCTS (MIN. rc-2(NH P..,) MMA•(MER A. 1 ,375Y �431BY 575 • ! - \I-D63• •�,`, '\aCEN,�`r '.. / 0" I 1/i-. CF TAF-GRIP ARTCINOPS. AS MANUFACTURrD BY fpu-FAST CORPORATION 1 8 Pam' •. •.. •..•C/j FLORNDA BUILDING CODE H1 h Wiocl NwAcaM Zan• L - -� 3rJ. -- t T No. 44167 Lin"`. rrP t� E�p:....�/T B.i) MINIMUM EMBEOMW OF TAPCON ANCHORS. ELCO PME'LMATIS AND a TAP -OW ANCHOR, INTO tHE . G Z? •E \) _ : . * ( a 'F�'•''' N •''•. FLORIDA BUILDING CODE (High Woolly Hu cons Zone)] nacK 1NET SHHAta 8E H H/r. atom nITGa AN F, + _ _ t I * * FLORIDA BUILDING CODE iB h Wise( RMrrheaM ZoM 1 V' oamo Tuna W. rs 20 GAGE GALVAWZED STEEL. STORY PANEL - --mac M O -4 TATE P6A66 Tu6m. AIt r, 9,1) CALF -IN A SOW -SET ANCHORS SMALL BE EMBEDDED 7 6- WIG THE CONCRETE BLOCK HRYT No �. 4 16T IMr, en janm I _ _ 1 06} -•• ._PLwTEO 11�.Ic NLn '�N 20 GAGE GILLVANRED STEEL STORM PANEL 20 SAM GALVANIZED STEEL STORM PANEL / EMM _ -- � �,/ � 2s._ : 167V $1 p .r DON 9r NO 44167 ' nF. N INTO STUCCO SHALL BE PER 1/4• P-20 SCREWS USED "iNWI fE t 1/Y LONG MINBIUN SHOO CO - % iAROTECTIOtI PlRctxlenA LLC. 9.1C ..' KEY HOLE ** I..O ' - - _ r%1ST. AND ,' wNNn MN FOR wKL MTH ND snDcco :. OF ' l .mR 1W 61 rncn 2.DOO' - - pET Io 1 AT PANEL / GLOBAL PROTECTION PRODUCTS. U.C. 4r ' T GLOBAL PROTECTION PRODUCTS. I.I.C. °'/DATE r/aot6 �s}ia -: IL E C O .Ne -- _ i�'i` F1r ' /W 07 SECTION A -A= /► Off •'' `OR 0�' -A•"EdZas TKLR eor.NY DWR. FL w,. 20-178 w N - ANo1 D 'I� E \i O EMo. 46ao iW. ai 9fIIHT � N.T.S. i .,ryg ATE ,,'4A I:. E `► O lee. it6t sa. 6. sTlm �•. 1•a -,NIRr.IIP•a n N,- . c .).M m1 % TAG 0.6.)O . O % I y "T''• ass 1>� u' past+. (ww m-Im ptVAKL 6 2wX7 Xt ■ 4 KiFNUNitYRY. 115[ TNO HIUI W/OUT ( •f/ NSF/ wr. a IWAN O ORI TE9TRM A 9WN[. a mT` 20-176 /DNA t: tIKR/WR .YtTE11 A IAUf N.. PE +M ,1-w tF• a w i.1•.A, Noma R ion. PHgHIL rylip9.-T3q rAr (.S.)III.-9M7 20-176 .O''•. AW AMA, a+. ,w..1 0. ANW rIT6N0 (RWi7e.-ncs. FWC (t6A)w-an ' _ NIUMUM.0 WAS" W/ AODRRICIAL // J n MN An -Hu . a : 1>eW o,-,o, „R LrS wr Ra/ m--0.. r-, O*R a,_'p' ,�,^, _ Owww TM: A/ FLOOD`N., _ - w I a et ��idFilalE�.-OE\YY. . 7/rM3/3Y RASHER ISTANLESS -. cA-oowlo Wit W�,FI. S • N •• G-006An StFII d1 NKftU PLAiEO s1En). PE RAt'veta91 R.A.It IIITLTFR A TILT A. PE .n1 WRIT 2 N !d WALTER A TANK •.. P.E N•..-w - - WAW, 3 or 7W INSTALLATION DETAILS FOR REGULAR PANELS f b A t INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES (ONC M AO-M cocArn AW INN,$ 9Q15 Q W.IOUNN� :) (SUE =010011 O. CONCIETE NIa1015 WWI, 6 TMOUGHH 9� - 1.a - 00.04M NNOFu4 ti� ((44) DUSTING POURED \ tr W�QTS 9 TMIOWI� 9)�}I D14TNG PORED 1n 9�R A 6 MHCNDNa 9) ` - CONCRETE REOLO O, 't _ - H /N• u 6a.n 1 C011CIIE7[ REOORED - f --T ANr,., V.,/ S\ 1 • p„ - ,i T �F9 r , I:3' ,/4. � \ ., �`::: N., �.:. i E-- ,,_+7 - - f,(Fr" R.R IS RE - +12'. ,Hrt .�i ui. _� , 1 I--rMln. > sY3t •-._•t..,l _ - i 1 DRSMIO POURED ED \ I I I S , _ _..� S OO„0ET[ 1 E%,STRN6 PORED , e E.D ; RKRARED I R1Ha S ! i -yam„ CONCRETE REOVIRW _i ow. N I .T:Z-�: 4�? 1 ) 1 iAf f �,,Wy.My i )/6yyg• ! I I .:'f .` 1 'BRIp KOI • i ^:.C_ ` 4: I 7M9 TM • ... ' I LSWW VA w I is i 1 1 I - W� R I 1i Ilr ac +EYf7'Ir at I • "9rOr�w�i.. �1 I 1 w ti'r + '"✓ - xNR%.n I �';� i—MW n I ` 1 Naa* R aIn°WWRy -I i.. ) I� ro / V' b1 I M ONST. 1 I r I T -- ... i _ .) i J �1 oMW SJ i ! 9IAu 1 - Fi,I.6 1 V I 1 I i I i 1.",06 i I i I I i I I �- I I I 1 !r 1 ! i I i ! r1r-IY1r �•t T I.. A �•• p ,T,' `{'-• ! Mh ! I -� mRwn mn • '! I I7 T/E' •c ! w. . -.I MAW • EINRSrw9 POURED ED I r�f_�3�E' 1 1 •7 t1r sic ED 1 r ED 1 it for • CCONCRETE ONCRETE OCR I ^"' w I L GL i r E%ISONG I+ptMED . _ ! 1 ObNOiTE 1 _ _ _ _ _. r _.___--_ RNIARFD �� „j I OW Now 9 'r I ! - T COT BL OK _� RCONCRETEEBLOCK , REp REA i{T V I , ,Z ..,':, ,: t CF. 1/2' I E t/2• , -1' wiL I• i 9pI. 4 IF W� COMTAR MNONORL >✓r YO 1r��' \� e.A = s 1t aOHaN q S:; IY.L iMN.�,e 50NL ,' STALL 3/U-T- E.O. - EDGE DISEANI E (SEE SCHEDULE ON SHEETS B A 9) Ip1L FOR (33IEaiMMTIdN OF SE[TLfNLS TOP A BOTTOM WUNT04GS CAN BE N COMBINED N ANY WAY TO SUITANY INSTALLATION FLORIDA BUILDING CODE (Nish Veiocliv Hurrtearle ,,, T a'.- a..c '^•"'-•'rt 0 OF { BCMETUI[ ON '''���\ - iifo3lWR 'r OL- ` SOWOAi ON 91ER 9 • 9) 51�75 1 THROUGH % \ f t•.-- T -.. 2 1 - __ - .- , i ,/2' 1 4 DIMING POURED . I E.D. \:-/ - I selRlEo. I aN 3 1 1 j ED 1 , g) 1 1 i 1 I I 1 t.,L ,.­? i {( G E I I J I tl I 1 i I ' b �'E. 'BIDCI` , I ' I I 1 I I I ! r I • `inn �'tMA, 1 1 f}f6�--I � A N Ayj �4•--'1 I TAEMD1911N 9r aaA , I ARM,. TI. ( ! -1' Scroll . m, I i _ N i I W W9Fm�0A4 I ! —FpR W. ®NM 1 w f AR . 1At 1 1 1 1 1 1 ! 1n I I r < I 1 OUSTING POURED ED.I �^1 ! CONCRETECORCAM OR _ 1 V ". I RE, BLOCK -; I EX6rINC POURED_ LD <-rA I CONCRpE OR - --._- '•�, i ` RCGIAREDE BLOCK i ` 1/2' , 1fN'P-efO�y/.• CALX-N OR __. _ ,-Iy/4.--'�Li6yuf • r nw E O No GO,ICIETE ,V1C,gB5 _ © • inn_. " at O TNT-OIM Dar "! 1A ` D• �¢T•. 6 wRa+al� 9) BBBLD Qla Lmp SCALE 3/9-1- SCALE 3/B-I- --.-=Ex1STINB 6 NEW I' WIDE . VNI ES . i/6' ED. - SESCHEDUEONI TRICK ALUM. TUBE OR I' . - -WOOD &RED O"Iwo STUCCO/ P T. WOOD PLATE SPACER : i t�7 y? SHEETS B a 9) , - * NEW I' WOE . VARIES . 1/6• X 1 � NF��OF i P W000 ALUM, TUBE OR 1SPACER ,III-- ' FIT W 1RACL I T� A BOTTOM MOUNTINGS . ' ' I COMBINED IN ANY WAY TO ,,, (SEE S0iD1At ION I INSTALLATION. I ( 6HIE-M naouol 9) 1 •BADE Gam. A A. T 1 , + I R C= E EXSTNG �R€D_-y MILL vVn wwlH 9 r � . •••••• —004.111E Al AM—•---- CONCREI[ OR ,IW tEWEnH H[IPII ro K Lm IC,�1A[ i 1�2• Mtn CGICAE7E BLOCK at^ a CEA1ON INN oN wen . 0 .) 3 M... REOLOW Thal. Imr. r No 441 X6 SECTION x-x 1 * * SCALE 3/6-1 DETAIL FOR SPACERS KOUIRFp At TOP OR $ 0... s RID @Q.TTQN_TRACKS ADJACENT TO STUCCOl6= BANDS Fr ;: EW UD6lJRE5 DEUILS FOR INSTALLATION IN PONIED CON(2i L COh113IE�E 3= OR 94000 VALID FOR R£GUAR. UR SAFETY AND E Z WING STOIIM PANE SYSTE>Mt I %r. -f_. (O I WIT o4'iW°PwW i. 1T1611iwa� _ .& . , a- 1_._. , . a,,,,-- 'f 0 I Aw"a'"rr"'O',IIIWA -, - 1rr •sS -•T - It L-1M ^._1_ L 7• CASE A iElA1 I ow r;. -+ SGILE 3/16-1• � ^or`L"', � w aFm G EASE R (PLAN) f ' se" 3/16-1• -' �Aww i 1r Iw. I�iw.w :ug. <ael w`rrN. a 1 RWO M i 1 Ttr.t Ha .m-N I r,r. r ., tui,riN,•W4r.II Y•I r , /r I : =— (� , r �"� w.' mi - 1 rI'm r r'�T4..tm P,w`°i CASE C (PLAN) I SCALE 3/,6-1 CASE D (Pt# SwJC Sf�•T,s+-+• - '.w1 °of nRI"OaN W�'���F•.aw Gtii,4- --N tj ,i., , .. . Y11: , . .� IMYF�•'MM.o 1. MFOY •THY u q 1 -.--ION. O�FFAAINo''PoltONI+ ta. A ` y\� 4� I NNd ,Iyaelp60p R.w `00 nRI E. n AW e Nl PAIN iN N a,w,) - UW'0 CASE F fPtAN) '- SCAE 3/i6-I- �: SU(T ANY CASE E,jPWi) SCAL 3/1s-," INSTALLATION DETAILS FOR REGULAR PANELS Ri U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCKSTRUCTURESS�TRUCTURES DR CONCRETE BLOCI WCNNCRETE &OCN- OTE/METEO E aLOCI ft MKM"REQUIRED IVICEIE AICNON iiEONnED ,IIICHIa16 _ (pN1- A T-" ._ _ ..OnT 9) AE DM "-�ngCIFDIILE ON _ 9O®Ul[ ON SHEET 9) _ SHEET 9) 1 , C I _ -jE- \\_ E E , £.D ANCHOR$: FOR CONCRETE SEE SCHEDULE ON SHEET 9 _- ..-�_____..__. FOR WOOD SEE SECTIONS ON SHEET 12 3- YOA 2.57' r A.._1 i' Vd. -'•. Wa -.. RY ONfliM- L INaf YAIllY) f'�A9 Wa WV I', , IF .I ._, ii I I f I t 1 1 j SOX 1 I I OF T I �' I _ _ Mo 1 1 WA%t MLt I .d ( M..ifWPOLaatAA T I'i{w+WY. ri .at1 I 1 , y +, I.I -i 6 IlM.mH 1 IO 1-pKgtt ro 1`1Mt91At 1 T 1 1 a� I a >Q , ( wR4'1 p F wNT N W U - I: H 3 I Z ,+ 1 h/PP RWt' O i1,rt!v- i g (1/0' 26.1 I I DALg1 SS 94Is W/ -' IIpT/SrP9DLE w/ IY1gLy110.16 W/ - d �'y} Tp/TrW 1 I I !YMa IUT GAG . --- i tin IKVFO TM w Ga i... _- - -7 v :7 MIT • iMN 1 - .. _ _ I I _ 1 9ADNM 1 J1{{ i /1 IeVAM 1 k. g1 I I I I i - . -- te .� - .. - L I - . _: , ;,r­ I lot I : I i5 I i 1 rA ! 50R 1 �4T6q twA _ t� .6. ,a 9va.yW 3• clw,r Ir-= S0L °6FAsf-I OF IV =0L4 50% 3-wa.. _. tl.L-0.0 ,. We I. win. �-2� OF V 1 Mx t• IRO f 'r ' 1 �.V II�IN 4EET IT r. i I lY '{ '._' MAK• ---_._ _._ --__ N4OIOR5� FOR 1SDOSE[ ffCtONCRETE SEE p SCHEDULE SHE'i'TS1 -_.. . L-Ift Lb. ED RtFGIn �R e_TORY PaLuELS �j si ET-�+ATION L�R -Q • .i_d..__I + _...I1/4' �t IM. .- .N ANCHORS (SEE SCHEDULE ON S.W 9) -__ CaCdEII OR REQUIREDeiOCI DIRECT AND A" "LIMITING SECTION SCALE 3/e-1- i I 7 SOD' - _. ' 1 ,I Wf• 20.3/4' S.S. DOLT W/ 7/9-.3/32- WING NUT i 12 I/2' O.C. COMMME ANCHIM :.. - �ISCHEDULE ON -. __ _rQUR[p tbNCKTT OR RFCAIRD NOCW SECTION 9 SCALE 3/5.1- E.O. -EDGE DISTANCE FOR cam99AnaN OF SLI.'^_w� (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1.11 SGLE 3p2'-t F e I/f' Mo. ON f 2.47' ~I - . ! L-.. _. I DART 0,9UP- 1 6FEtE VALLEY) _. ..�.,. CONCK"w ANCI.ON - .. _. _- _ _ __ .__ ... _.__ SHEET 9) MIKL I OR SE A Ai(T�.� REOLMO It=SCALE 3/32-.1- FLORIDA BUILDING CODE O fah Velo11NY Hurricane y y n Cu 0 -"-' y o � 0 III-1D C 3) C:)- 0 O = ca -0 a- 2 0 � � �/�: 2) -0 0 -v -0 -20 -L 0 2 ca- C LL 'O 0 R3 0 ICU > CD ­I.-1L i ICU a-0 — U) Q a Z Z W J W J W Q Z Z Q J 11. A6-0 W C/= CIO 0 L CL CL U O Cl- M� W SHEET NO. SH 1a0 1 OUSTING POURED ED.I �^1 ! CONCRETECORCAM OR _ 1 V ". I RE, BLOCK -; I EX6rINC POURED_ LD <-rA I CONCRpE OR - --._- '•�, i ` RCGIAREDE BLOCK i ` 1/2' , 1fN'P-efO�y/.• CALX-N OR __. _ ,-Iy/4.--'�Li6yuf • r nw E O No GO,ICIETE ,V1C,gB5 _ © • inn_. " at O TNT-OIM Dar "! 1A ` D• �¢T•. 6 wRa+al� 9) BBBLD Qla Lmp SCALE 3/9-1- SCALE 3/B-I- --.-=Ex1STINB 6 NEW I' WIDE . VNI ES . i/6' ED. - SESCHEDUEONI TRICK ALUM. TUBE OR I' . - -WOOD &RED O"Iwo STUCCO/ P T. WOOD PLATE SPACER : i t�7 y? SHEETS B a 9) , - * NEW I' WOE . VARIES . 1/6• X 1 � NF��OF i P W000 ALUM, TUBE OR 1SPACER ,III-- ' FIT W 1RACL I T� A BOTTOM MOUNTINGS . ' ' I COMBINED IN ANY WAY TO ,,, (SEE S0iD1At ION I INSTALLATION. I ( 6HIE-M naouol 9) 1 •BADE Gam. A A. T 1 , + I R C= E EXSTNG �R€D_-y MILL vVn wwlH 9 r � . •••••• —004.111E Al AM—•---- CONCREI[ OR ,IW tEWEnH H[IPII ro K Lm IC,�1A[ i 1�2• Mtn CGICAE7E BLOCK at^ a CEA1ON INN oN wen . 0 .) 3 M... REOLOW Thal. Imr. r No 441 X6 SECTION x-x 1 * * SCALE 3/6-1 DETAIL FOR SPACERS KOUIRFp At TOP OR $ 0... s RID @Q.TTQN_TRACKS ADJACENT TO STUCCOl6= BANDS Fr ;: EW UD6lJRE5 DEUILS FOR INSTALLATION IN PONIED CON(2i L COh113IE�E 3= OR 94000 VALID FOR R£GUAR. UR SAFETY AND E Z WING STOIIM PANE SYSTE>Mt I %r. -f_. (O I WIT o4'iW°PwW i. 1T1611iwa� _ .& . , a- 1_._. , . a,,,,-- 'f 0 I Aw"a'"rr"'O',IIIWA -, - 1rr •sS -•T - It L-1M ^._1_ L 7• CASE A iElA1 I ow r;. -+ SGILE 3/16-1• � ^or`L"', � w aFm G EASE R (PLAN) f ' se" 3/16-1• -' �Aww i 1r Iw. I�iw.w :ug. <ael w`rrN. a 1 RWO M i 1 Ttr.t Ha .m-N I r,r. r ., tui,riN,•W4r.II Y•I r , /r I : =— (� , r �"� w.' mi - 1 rI'm r r'�T4..tm P,w`°i CASE C (PLAN) I SCALE 3/,6-1 CASE D (Pt# SwJC Sf�•T,s+-+• - '.w1 °of nRI"OaN W�'���F•.aw Gtii,4- --N tj ,i., , .. . Y11: , . .� IMYF�•'MM.o 1. MFOY •THY u q 1 -.--ION. O�FFAAINo''PoltONI+ ta. A ` y\� 4� I NNd ,Iyaelp60p R.w `00 nRI E. n AW e Nl PAIN iN N a,w,) - UW'0 CASE F fPtAN) '- SCAE 3/i6-I- �: SU(T ANY CASE E,jPWi) SCAL 3/1s-," INSTALLATION DETAILS FOR REGULAR PANELS Ri U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCKSTRUCTURESS�TRUCTURES DR CONCRETE BLOCI WCNNCRETE &OCN- OTE/METEO E aLOCI ft MKM"REQUIRED IVICEIE AICNON iiEONnED ,IIICHIa16 _ (pN1- A T-" ._ _ ..OnT 9) AE DM "-�ngCIFDIILE ON _ 9O®Ul[ ON SHEET 9) _ SHEET 9) 1 , C I _ -jE- \\_ E E , £.D ANCHOR$: FOR CONCRETE SEE SCHEDULE ON SHEET 9 _- ..-�_____..__. FOR WOOD SEE SECTIONS ON SHEET 12 3- YOA 2.57' r A.._1 i' Vd. -'•. Wa -.. 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ED RtFGIn �R e_TORY PaLuELS �j si ET-�+ATION L�R -Q • .i_d..__I + _...I1/4' �t IM. .- .N ANCHORS (SEE SCHEDULE ON S.W 9) -__ CaCdEII OR REQUIREDeiOCI DIRECT AND A" "LIMITING SECTION SCALE 3/e-1- i I 7 SOD' - _. ' 1 ,I Wf• 20.3/4' S.S. DOLT W/ 7/9-.3/32- WING NUT i 12 I/2' O.C. COMMME ANCHIM :.. - �ISCHEDULE ON -. __ _rQUR[p tbNCKTT OR RFCAIRD NOCW SECTION 9 SCALE 3/5.1- E.O. -EDGE DISTANCE FOR cam99AnaN OF SLI.'^_w� (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1.11 SGLE 3p2'-t F e I/f' Mo. ON f 2.47' ~I - . ! L-.. _. I DART 0,9UP- 1 6FEtE VALLEY) _. ..�.,. CONCK"w ANCI.ON - .. _. _- _ _ __ .__ ... _.__ SHEET 9) MIKL I OR SE A Ai(T�.� REOLMO It=SCALE 3/32-.1- FLORIDA BUILDING CODE O fah Velo11NY Hurricane y y n Cu 0 -"-' y o � 0 III-1D C 3) C:)- 0 O = ca -0 a- 2 0 � � �/�: 2) -0 0 -v -0 -20 -L 0 2 ca- C LL 'O 0 R3 0 ICU > CD ­I.-1L i ICU a-0 — U) Q a Z Z W J W J W Q Z Z Q J 11. A6-0 W C/= CIO 0 L CL CL U O Cl- M� W SHEET NO. SH 1a0 FLORIDA BUILDING CODE O fah Velo11NY Hurricane y y n Cu 0 -"-' y o � 0 III-1D C 3) C:)- 0 O = ca -0 a- 2 0 � � �/�: 2) -0 0 -v -0 -20 -L 0 2 ca- C LL 'O 0 R3 0 ICU > CD ­I.-1L i ICU a-0 — U) Q a Z Z W J W J W Q Z Z Q J 11. A6-0 W C/= CIO 0 L CL CL U O Cl- M� W SHEET NO. SH 1a0 a Z Z W J W J W Q Z Z Q J 11. A6-0 W C/= CIO 0 L CL CL U O Cl- M� W SHEET NO. SH 1a0 B 3 ON 1�:" R WALL AND FLOOR MOUNTING INSTALLATION FOR L�New,�e eWll•! � � AIDE• m _ SPLIT PANELS -V `T.alul" DN- _ •_ Lae ll ?'�"- I `- . .i j . .. oil I EDGE M 'WALL. - aTW. YDD( w/ ] I/.• C AOPPI rDNt� t .N. aIMDEM Nl 2 Vr LIDtat ♦ 1/2' '• +• - nuR 1iM CON uaivat°Na pn MM ` u FAAID tNao, VIN I. SIC CANING le"All I ♦ - ` i , .` 1 + , pONA sANL t Il..I A. MiMA 7•�. • N"WA10e1"I •i/An�4 i 1 I• -- 9042W CIAANIF I t 1 -� �. \�w•"e1MDRTAFcw a v� u iN�"'A i t we Y� + TOWL f rt-0a9NNN`IF MT"�No .WL-b?A t,W11101 GIs Att1ns 1 t N. (. \_ ] LTI . TCA : w 1w p] CNOCNOE NDNPM cm s•,mut oN SR7s O t D tm N� �EiitA..SOYIAa [ iYai� N! 1) MULLION SCHEDULE a., WAum SPAN (FIG) • NEOwED NN,. TUBE AN LLION '• 4 4'-r 2'. 3". 1/8' > 4'-S• 70 S'-W 2'. 4'. f/r 2'. 4' , 114' I. r-,° TO 2' . s . Ilr -a0. SCIN 1 ��g1{IAS_7]DDESIX�PAESSIlN MTwG s�"N `LENG� °BEN E0 SCALE 3/8-1• NOTE: WLLION CAN ALSO BE. NS)ASfD wf° SfORN PANELS ON TOP OR BORON SO nWT rt O l o A7 mP OR BOTWM or OPENING. (MBE PANEL OPENING w/ TUBE TOP « NOTION) IN TALLATION - LLiERNATIVE 11M SCALE; 1/4' - I• IMAM • AMA AW®ME a A. WANT/ K A,rN Pw6 w�r4 ,1- ,Mai ipye• N»•,.O1-lNS`W 3 1 {^ AN _ L _. _ L I _ I . _ r ! 2 1 1 � 2 1. 2 ,AALW #M • (sE rNALON Cl�YE,--. �- I t SPL.R STORM PAN) ELEVIATWN SECTION Y-Y P N.. SCALE 1/4'-1' AF NwMND SC AE IAr-1 I - 61 � 11 r..B.�rAa /n w eoe4N r r •t ./ I h�,us�waal w eSi,`,1POf Ir i FLORM 4-1 -1- p�N,n w lCANMA N MT `D i�Rw M. ADMN)DF q 4,ARe 1 1 ) i � R1sTALUT�N - ALTERNATIVE sw ----_-._- SCALE: Ile . ,• a 1K r wWA�IwIANNe1+ N NFn•I r 1,AR MLSTAt1A TIVE 2M1 WALE 1/4• - I• NOTES; 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.+. AND PANEL'S LENGTH UP TO B'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAI_ !KITE FOR COMBINATION Of S7=t-TIDNS: TOP # BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SLIT ANY iNSTALLATtON. CONCRETE 44CH S CONCRETE ANOHM (TiE s I.)" (LEE 401" ON SIVE, A) - Nr �. PC~ CON-AtlE nfplARm \� - '•N � ( CPaI � Cant EYERF E+ RND Mn : tl�vE11'FO C b 'S"1<p . ,lT D.C. 1 1 r NYr {r7 St/tea NR1w EIASCPIN¢epEMIfS 1 4'h1' VACHI E �I (9CC GET t/,4)4 TO U. �S 1/2' 0C. i' Mn. tfAEE a)� �r 1N,] /i]�"' OTC. (( 77773777, Blo" WALL IIF.OIA" ' - r• ••'," ENO• •- fr r INwI'L AWAO W a ,K r •rerwrwN r ,w I ) ws°®A g� W 9 �I 1R/AwyNp/ CAN 7 P,II N R +/T ox I /r uA vAs • r a.. _. _ SUM MB a (BOOR MOUNTING WALL A n= 1101INTRI6 INSTALLATION - ALTERMATNFE 41M INSTALIATI(M - ALTERNATIYE SW (SECTION AT TOP IS UNTIED TO +5&5-67M VAN, SCALE: 1/4' - 1• A.SM. DESIGN PRESSURE RATBEG) r.I w4a• a� i II,"r wla® _ '-_ _ - n• TAP caA w o .NO FAMILY B®• PLDGR MOLM KO INSMLLATLGN - SECTION 4AW SCALE:- 1/4• - 1• FOR CONCREW A O"m SAE SOe:DW ON slit Ia; FDA w*w smw: IRE SECtoN ON SHEET Is 2 ., ~r 1 4 OR 4 1, 2 3 iW 15 t• 7T t 1W S pr �1 W LOCATID„ FAO PAt v ORAAS 1/14 /11) Iw/15 iI I ALTTAFNTE L.00AMN ON LIFE SAFETY PANELW/K J�i Mw: svm ANR � AA -(SEE NOTE )BELOII) ( ) i w RE SAFETY RWOP/KI OPENING SINu BE INSTALLED AS � AIICI,ORs .. !TY KwMTs TE P'AOIOIOED «/ INN g1110L[ sarEl "� PODRED CONCRETE� AR tg"aa'k'a) IOR ON ro` wsr'EALEo"`�onAxto [o raau"�`�ilP�u Can B,1Qt ta) ELEVATION OF srRucnmE ,WALL MOUNTING INSTALLATION WALL AND CLOOR MOUN11�1G tNSTAIlATK1N SCALE 3/32'-,' SECTION 1 SCJLLE; 3/B' < t' - SECTION 2 SCALE 3/0, - 1• �,/4 Nm GAP 60ce 1 " i " I/4• PA. LIE SAE= STORM PAIL Ste M tV! !'�T.£S QN - -�� �NST1B'EiION � _ - 1 LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) all, µNATT B NLTEI1MNitC OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). SEY 1" i) " N DO PNELS LIFE SUETY PANELS MAY OR MAY NOT BE INSTALLED AOAACENn TO REGULAR PANELS (w/ OR W/O REGULAR TRACKS.) SEE NON 0 2, Wt SAFETY � PANEL CONSISTS OF O.D.SDNm ' GVAN12STEEL STORM PA1EL AS SECTION B'-B PER CO/APONENt . SHEET 2 OF DRAWING, SCALE 3/32•-I' TIRE PAPIEi ITSELF TO BE REMOVED OR INSTALLED FROM ME ONSIDE OF STRUCTURE. a,IN/111NN/N, J. g SAFETY Z $STOP K, j COMPNAwONENT 0 # BOY'. TRACK To .,sA'� A. TI� COAMONDO W INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECT06 I At 4* ;• 'CEASE 2 ON THIS SHEET. AS WELL AS DETAILS I # 2 ON SHEET 14, 33;' 4. ,An. LENGTH FOR COMPONENT ® is 15• _ Ad- ANCHOR SPACING FOR cO A oZ ®ANCHORAGE AT Bottom 6 GIVEN ON 3 SCHEDULES # 2 SLEET 14. COMPONENT MAY BE PERMANENT OR REMOVABLEAXEQL * :. S. SEE DETAILS FOR INSTALLATION INTO WOOD FRANC BUILDINGS ON SHEET 15. 6. SEE SHEET 4 FOR MAL, APPLICABLE TO THE NECESSITY FOR THE INSTALLATON OF FOR ti FSS ONON. SPACERS AT INSTALLED ADAACENT AND BEYOND TO STUCC0/WVOO BANDS. NA1ll mo-w _r 1 i TT 1 IONIC PANEL) �T1� i„i�,i i (INTERIOR � Do 1 (mummmit uxAmN ! � DEws'�In• ' /Al1tfiM DR I (f Lihm /4 2/& MIA- 3/4 OR AIA , 2'!1 Yw/t5 Lbm 1, ! MAXIMUM A.S.D. DESIGN MAXIMUM PRESSURE RATING .B.f.) AND CORRESPONDING PANEL LENGTH "L' SCHEDULE (IMUD ONLY FOR Sta NNSMLtATICNs AS PER SWnCA15 1 INFU 10. ON SHEETS 4. 5 # e) AA MAXIMUM A.S.D. • exim w/ 1(rP-mil ss NS t womn AT amour t WAINIA" or PAPIL QESIGN PRESSURE RATING (p i f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS (1) A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES W10 ONLY FOR PANELS ,D* �INSEALLATTONS AS PER SECTIONS 17NM 7. ON MEETS 4 $1 S) TO TO amem-Two, A 0.111 rVr sti1E�� 3�.. \CENSf' •' FLORIDA BUILDING CODE M Veloci Nurr1-- No.. 416T `q0� ILmm °1G : :' 2O CAGE GALVMRZEO STEEL STORY PANELS OF14 ate_ `=7 GLOBAL PROTECTION PRODUCTS. LLC. w`R AnN "olE (ee.JICO M )6u aiWP t1"! Irt-,"1A.r/r n*; A'.A. P n-W - .1iev A YF eI IIAAIYNI/ At0. °�'iNc r"�r. Yaa ID«SIH �y�p tstEl n. 1""AW pAS: py[t OONMDM I tllD � W�1lFWDtI +bd -TEo T'-r a ILSS I ] I(4• uWNatm , t1Mu a 1 7 ,bd -nD >r-e• ro r-r INa. : si+' tPeatEn , nMu a a T .bD, -Tzo >r-r ro II•-]' NI4w ] ,/z• • AT Q•O•APS 'U1 s .Au. -4aD 12'-r a LtTs I s t/]' • F7YiFD A YiOHW1N a. s t ,o ANRIILPI AS,D. D[sDN N,� ,) 1AVl1AIN ANODRe bN71C FtA ED - 3 1/Y •' t � I j YANeNY PANEL LfHOM 1• (N.) YArcaN a ip-cNP OWN-M FIN•laAOE F'DMtE o INW9YM{ PUE ro �awcvrC t � to ia•amtC � tD aaDnEa t � m mlcNta o� m oDNaEtE a� r t N/A II/A N/A e' N%A •' NIA 1• M , BOPS r s NM N/A r r e• r r , telm°r) I r A1/A N/A N/A kg/'A ] t10P) r N/A N/A N/A e• M/A a WA r WA ] (eMroD j .bd -TAD r N/R N/A N/A r N/A r N/A r NJA ] t / LIMA) � Y-S' OR LESS ON IEss °• 5' N/A N/A e• e• r r e• i` 3 (emTON) 1 e' I N/A N/A MJA e' N/A r N/A B' N/A T �.) r S• N/A re'e' r{T t9ITRtW) M/A N/A ]�IA a ,/.• 1] t/]• a r!+` a tJ+' a 1/•• a ,h' a 1(4' S (TDP/BOITON) ! $� DtQTf ,O ! I I FOR ANOOIN 7,R • SMCWG FDR INSTAllIIROM MID ♦Dfb /WANE #IEOeID fMRRlM ANL110R SFMCIOS AND IINAOIN 910E OKtAD[ AN MdG1E0 ON 1NE 9tH9LLE FOIL CA l6a TK FWDWOIF AOTOM mRiOR ME111010N N K POSSIBLE, R�UCQ1 aPA�:D OBMMEO UBMO FACidI SNAIL IIOF ■ life 11eF1 WIaAIY IMAGING NOrATLO FOR E.Yl1 MNODw TIwE N AIC,DIM N11MID. MOp 17•E t/4•. try1 I/r+ i/41 t!4'• 1/4•• urDa a ,.P-�a," '��• '"�DIS• aue-x Rao-tn r nNos trA•■ Pa A ABnL n OBi IAI■ EADIeR - , 1/4• ID. • s/B• LOIN BINS MAIMG W/ /4•.-!Ar 3s. Mi . e 1/4" 0C. Me PAWL LOOrAS w ro r-r AND O,/4' OD FOR warm w m e'-r AN•t an Ia-,0 P14MMUM FLAKE O OR PNNAIMTE� • _ { 1 12 t • 0. C. N11H t 1/r 0, IWO= ON ro HEADER FOR ML UHOgN w r-r 11R._ I T i i -. -. �;� I R"040InuREo'&M E01 EOI ' t 1/4' rD. • S/r IDND eIM4S etEwND r/ t/r•-]DUTY sa ua. • e ,/roc FOR PANEL tODDIS w m r-°• AND s I 1/a• oc no tEAlerars w ro r-s• ,Ia. r„ „A„ OR /l.-,O ANIEIJYIR FDANF D W R{P�I PAe1AYRE PLUS • 1] t/}' 0. C 11rM 1 1/]• Lew IMt/OED PEIEIMIION AT aeDlwrN, a ED6tM6 Hopp Pun ioA ALL tDDWK w ro s•-r ,r {aHIECLI,tlSTALLAI� J!N �4lirms��e3/B�i' IN 3 ro AM EUK SHUTYER TRIM NUT WOW FOR CLARITY A INSTALLATION DETAILS FOR REGULAR PANELSCI� N� INTO EXISTING WOOD STRUCTURES �i 4ornrPD°'o1A'e'b1, i i 4 � • Tr.., i1 1 ,K I MP EOt EO, i I I wooer •eAOWA I ,sAAReD 1 IFIm IDwIII 1 .oao 1D•N« 1 - Im{•® � AEDrRo 1 p�I f i II AI TCRM1TfllE 1 W � SURE 3/9-1' SCALE 3/Mt' BEE fuED,AE oN saeE'r e t - - FOR Alln. 3VARA,op I mass I eRrDi � 1 1 i'OEIat IV I 1 E01 EO £O� E4 , Y Ep1 ! weDD PLANE f �g ,«es•ren --;';;r Mr• n1O�".r,+am' r °N,pe7M14N #L rtRMATNE 3W ALTERNATIVE 4W r..• gArz • .4aADn• a aAa SCALE 3/e-,' SCALE 3/8-I i �� A.4K uw,•. ..n wrA• N +wwaA NOTE ' NDgi: 1. INSTALLATIONS ARE ONLY VALID FOR BUIl.01NC5 WITH AS.D- DESIGN LOADS UP TO +55.5, -n.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION; WD00 MEMBERS TO BE SIXFt1i£RN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 (M EQUAL NOTE FOR COYINWTION � SECTIONS TOP # DUTT�A NWNTTNGS CAN BE COMBINED IN ANY WAY 70 SUIT ANY BNSTAL1A1pN. STUDS TO •Evan aAaL.w 112 t(T' O�C.) ,+OLD N+NEE FRG. • AEI. .7 _ f•L • A F STUDS i 0 tro nDtO r M+.ta 1 SPACING to A.S.D. wCp1 a UP-er DNA-w PAA3wE PLANE o NIRtwTE t x� P i wwrA AwE. PRtl6t� m L:aNLTEtE m ro CONCRETE m W ODI/MTDN 1ENOnN •L' tM1] e. eNDtA 0011'E tIIDa C01'E eIDCK sLDeI CONfAE7t elDal a 7p1 6• N/A N/A N/A 8' N/A B' N/A 8• N/A t # 2 (TOP) SS.O. -72,6 B' T 9' D' D' 9• 9" 9' B' D' 1 (BOTTOM) OR LESS B• N/A N/A N/A 8• N/A B' N/A e` N/A 1 # 2 (T0� D• 5' D' 8' r 7 t/Y 9• (BOTTOM) e• N/A N/A N/A 8' NfA B" N/A i # 2 (TOP) B' +` 8` 8' B' B• 8' 1 (BOTTOM) j 70 4 �ASB. r ISRD • SK NI FeON LOP I ABLE) MY A ('Fw • Y,t. nKM qP O AIDE} APPLICABLE pSEt�'T10 � � WNIWIM PMrCL Pau,AE � TO LENGTH t• (R.) RATI,C i +44.2 -81.5 y O• 4 t/2' 4 I/2' 2 (BOTTOM) T-B' OR LESS +52.8 -BSO J' 3' 4' 4• 2 (BOTTOM) 7'-B• OR LESS +55..0 -72.0 2 1/2' 2 1/1' 4' 3 1/2' 2 (BOTTOM) r-6' OR LESS +SS.D -72.0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) T-8' TO +53.0 -72.D N/A N/A 2 (BOTTOM) 7'-8' TO 8'-B• 6 /4' SE ' sei �-IMETNDR PANEL �.qlp PANEL SPACWD 1'-}' IIn, D�'jA1L 3 FLOOR MOUNTING IN TALL!TION (APPLCABLE TO SCHEDULE 2•) BOLE: 3/1r - I. 11AXIl1UM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRfSPOWDING MAXIMUM PANEL LENGTH "L" SCHEDULE (BPPP3:B'N!�' LIMIT Tn •rc±�N+ T t z aetcTFD FOR �. gBft'tt, sowN Pw-•r SYSTEI ON SLEET 13]- - cam to I TO NATING " i ND.4416T •IfYY AAD ALNOA W. IWH COOP, IwNARq.>CWOb NYM ,w �13w:tAN fit• >e Duel eoNNlorN THEM - SSE SHOT fa FOR AIKNIOM 71R t SV[YIIO PoR NSLAUAINN6 MTD ■D00 FAME BIRpN¢. HINNY ANCHOR iKIgS AID NIMAY EOOE OWWICC AM PDr00E0 ON 71,N liOIEONl. aDR CD Idf4 7NN1 eDrATED OM SOEDIAE ,WA1EE /lC,t11R aPALY1f8 •f AAAIWIYIq SPACING ,IIO«II ON aMItDNLE n 11E FO,UpwrD WAGONS- FOR T11O OPfAARpN m NE Pb65DlE FFDIIT[9 SPACING OBTAeI® L®NB FACTOR &NAL NOT E /E% itSW YNRNIN yMCID OIDICIII[D EDIT EACH NACIIfN1 TYPE AT IEIOIORe IDOEID. N1NgpB ISLE 1/re 1/4'y `_t/ '• I/rP - 1/4'1 Tema a ,II•.elw ^•� cMe-M Aw NeeAll« e1ACe10 p.) a 3 s A ] 1h +RaNAeRA1n l•,3 � A O A 3 PA wrN NAr OV ] 3 s i/] 3 ,n - IIDYiL m. BBS B■YO) RICIDR ,� AO 3S Ilr ct vt SCAlw#WUM/04T[ CnVAIAPAJ EOj Cu Pmm nT9n INC. 10 GAGE GAIYAlp2EO StiEL STORY PANEL Fr. D«N,N n GLOBAL vROTEcnoN PRODUCTS. LLC IL ECO1M1. 4e00 EN. !t EAQT °vMF' a i'x" 20-176 4IAwR n N,IM "D11C les4pae-TeM FAD RM}EN-lT4T aw m-LAN ti � aIN m-am CA-eOD67U • `e• wq Mlarlo Ms WALIEII A 1$in N., PE Ow• 1- - SIQI I. O 20 1T ICU co LLIJ L a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 �ASB. r ISRD • SK NI FeON LOP I ABLE) MY A ('Fw • Y,t. nKM qP O AIDE} APPLICABLE pSEt�'T10 � � WNIWIM PMrCL Pau,AE � TO LENGTH t• (R.) RATI,C i +44.2 -81.5 y O• 4 t/2' 4 I/2' 2 (BOTTOM) T-B' OR LESS +52.8 -BSO J' 3' 4' 4• 2 (BOTTOM) 7'-B• OR LESS +55..0 -72.0 2 1/2' 2 1/1' 4' 3 1/2' 2 (BOTTOM) r-6' OR LESS +SS.D -72.0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) T-8' TO +53.0 -72.D N/A N/A 2 (BOTTOM) 7'-8' TO 8'-B• 6 /4' SE ' sei �-IMETNDR PANEL �.qlp PANEL SPACWD 1'-}' IIn, D�'jA1L 3 FLOOR MOUNTING IN TALL!TION (APPLCABLE TO SCHEDULE 2•) BOLE: 3/1r - I. 11AXIl1UM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRfSPOWDING MAXIMUM PANEL LENGTH "L" SCHEDULE (BPPP3:B'N!�' LIMIT Tn •rc±�N+ T t z aetcTFD FOR �. gBft'tt, sowN Pw-•r SYSTEI ON SLEET 13]- - cam to I TO NATING " i ND.4416T •IfYY AAD ALNOA W. IWH COOP, IwNARq.>CWOb NYM ,w �13w:tAN fit• >e Duel eoNNlorN THEM - SSE SHOT fa FOR AIKNIOM 71R t SV[YIIO PoR NSLAUAINN6 MTD ■D00 FAME BIRpN¢. HINNY ANCHOR iKIgS AID NIMAY EOOE OWWICC AM PDr00E0 ON 71,N liOIEONl. aDR CD Idf4 7NN1 eDrATED OM SOEDIAE ,WA1EE /lC,t11R aPALY1f8 •f AAAIWIYIq SPACING ,IIO«II ON aMItDNLE n 11E FO,UpwrD WAGONS- FOR T11O OPfAARpN m NE Pb65DlE FFDIIT[9 SPACING OBTAeI® L®NB FACTOR &NAL NOT E /E% itSW YNRNIN yMCID OIDICIII[D EDIT EACH NACIIfN1 TYPE AT IEIOIORe IDOEID. N1NgpB ISLE 1/re 1/4'y `_t/ '• I/rP - 1/4'1 Tema a ,II•.elw ^•� cMe-M Aw NeeAll« e1ACe10 p.) a 3 s A ] 1h +RaNAeRA1n l•,3 � A O A 3 PA wrN NAr OV ] 3 s i/] 3 ,n - IIDYiL m. BBS B■YO) RICIDR ,� AO 3S Ilr ct vt SCAlw#WUM/04T[ CnVAIAPAJ EOj Cu Pmm nT9n INC. 10 GAGE GAIYAlp2EO StiEL STORY PANEL Fr. D«N,N n GLOBAL vROTEcnoN PRODUCTS. LLC IL ECO1M1. 4e00 EN. !t EAQT °vMF' a i'x" 20-176 4IAwR n N,IM "D11C les4pae-TeM FAD RM}EN-lT4T aw m-LAN ti � aIN m-am CA-eOD67U • `e• wq Mlarlo Ms WALIEII A 1$in N., PE Ow• 1- - SIQI I. O 20 1T ICU co LLIJ L a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 6 /4' SE ' sei �-IMETNDR PANEL �.qlp PANEL SPACWD 1'-}' IIn, D�'jA1L 3 FLOOR MOUNTING IN TALL!TION (APPLCABLE TO SCHEDULE 2•) BOLE: 3/1r - I. 11AXIl1UM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRfSPOWDING MAXIMUM PANEL LENGTH "L" SCHEDULE (BPPP3:B'N!�' LIMIT Tn •rc±�N+ T t z aetcTFD FOR �. gBft'tt, sowN Pw-•r SYSTEI ON SLEET 13]- - cam to I TO NATING " i ND.4416T •IfYY AAD ALNOA W. IWH COOP, IwNARq.>CWOb NYM ,w �13w:tAN fit• >e Duel eoNNlorN THEM - SSE SHOT fa FOR AIKNIOM 71R t SV[YIIO PoR NSLAUAINN6 MTD ■D00 FAME BIRpN¢. HINNY ANCHOR iKIgS AID NIMAY EOOE OWWICC AM PDr00E0 ON 71,N liOIEONl. aDR CD Idf4 7NN1 eDrATED OM SOEDIAE ,WA1EE /lC,t11R aPALY1f8 •f AAAIWIYIq SPACING ,IIO«II ON aMItDNLE n 11E FO,UpwrD WAGONS- FOR T11O OPfAARpN m NE Pb65DlE FFDIIT[9 SPACING OBTAeI® L®NB FACTOR &NAL NOT E /E% itSW YNRNIN yMCID OIDICIII[D EDIT EACH NACIIfN1 TYPE AT IEIOIORe IDOEID. N1NgpB ISLE 1/re 1/4'y `_t/ '• I/rP - 1/4'1 Tema a ,II•.elw ^•� cMe-M Aw NeeAll« e1ACe10 p.) a 3 s A ] 1h +RaNAeRA1n l•,3 � A O A 3 PA wrN NAr OV ] 3 s i/] 3 ,n - IIDYiL m. BBS B■YO) RICIDR ,� AO 3S Ilr ct vt SCAlw#WUM/04T[ CnVAIAPAJ EOj Cu Pmm nT9n INC. 10 GAGE GAIYAlp2EO StiEL STORY PANEL Fr. D«N,N n GLOBAL vROTEcnoN PRODUCTS. LLC IL ECO1M1. 4e00 EN. !t EAQT °vMF' a i'x" 20-176 4IAwR n N,IM "D11C les4pae-TeM FAD RM}EN-lT4T aw m-LAN ti � aIN m-am CA-eOD67U • `e• wq Mlarlo Ms WALIEII A 1$in N., PE Ow• 1- - SIQI I. O 20 1T ICU co LLIJ L a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 /4' SE ' sei �-IMETNDR PANEL �.qlp PANEL SPACWD 1'-}' IIn, D�'jA1L 3 FLOOR MOUNTING IN TALL!TION (APPLCABLE TO SCHEDULE 2•) BOLE: 3/1r - I. 11AXIl1UM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRfSPOWDING MAXIMUM PANEL LENGTH "L" SCHEDULE (BPPP3:B'N!�' LIMIT Tn •rc±�N+ T t z aetcTFD FOR �. gBft'tt, sowN Pw-•r SYSTEI ON SLEET 13]- - cam to I TO NATING " i ND.4416T •IfYY AAD ALNOA W. IWH COOP, IwNARq.>CWOb NYM ,w �13w:tAN fit• >e Duel eoNNlorN THEM - SSE SHOT fa FOR AIKNIOM 71R t SV[YIIO PoR NSLAUAINN6 MTD ■D00 FAME BIRpN¢. HINNY ANCHOR iKIgS AID NIMAY EOOE OWWICC AM PDr00E0 ON 71,N liOIEONl. aDR CD Idf4 7NN1 eDrATED OM SOEDIAE ,WA1EE /lC,t11R aPALY1f8 •f AAAIWIYIq SPACING ,IIO«II ON aMItDNLE n 11E FO,UpwrD WAGONS- FOR T11O OPfAARpN m NE Pb65DlE FFDIIT[9 SPACING OBTAeI® L®NB FACTOR &NAL NOT E /E% itSW YNRNIN yMCID OIDICIII[D EDIT EACH NACIIfN1 TYPE AT IEIOIORe IDOEID. N1NgpB ISLE 1/re 1/4'y `_t/ '• I/rP - 1/4'1 Tema a ,II•.elw ^•� cMe-M Aw NeeAll« e1ACe10 p.) a 3 s A ] 1h +RaNAeRA1n l•,3 � A O A 3 PA wrN NAr OV ] 3 s i/] 3 ,n - IIDYiL m. BBS B■YO) RICIDR ,� AO 3S Ilr ct vt SCAlw#WUM/04T[ CnVAIAPAJ EOj Cu Pmm nT9n INC. 10 GAGE GAIYAlp2EO StiEL STORY PANEL Fr. D«N,N n GLOBAL vROTEcnoN PRODUCTS. LLC IL ECO1M1. 4e00 EN. !t EAQT °vMF' a i'x" 20-176 4IAwR n N,IM "D11C les4pae-TeM FAD RM}EN-lT4T aw m-LAN ti � aIN m-am CA-eOD67U • `e• wq Mlarlo Ms WALIEII A 1$in N., PE Ow• 1- - SIQI I. O 20 1T ICU co LLIJ L a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 SSE SHOT fa FOR AIKNIOM 71R t SV[YIIO PoR NSLAUAINN6 MTD ■D00 FAME BIRpN¢. HINNY ANCHOR iKIgS AID NIMAY EOOE OWWICC AM PDr00E0 ON 71,N liOIEONl. aDR CD Idf4 7NN1 eDrATED OM SOEDIAE ,WA1EE /lC,t11R aPALY1f8 •f AAAIWIYIq SPACING ,IIO«II ON aMItDNLE n 11E FO,UpwrD WAGONS- FOR T11O OPfAARpN m NE Pb65DlE FFDIIT[9 SPACING OBTAeI® L®NB FACTOR &NAL NOT E /E% itSW YNRNIN yMCID OIDICIII[D EDIT EACH NACIIfN1 TYPE AT IEIOIORe IDOEID. N1NgpB ISLE 1/re 1/4'y `_t/ '• I/rP - 1/4'1 Tema a ,II•.elw ^•� cMe-M Aw NeeAll« e1ACe10 p.) a 3 s A ] 1h +RaNAeRA1n l•,3 � A O A 3 PA wrN NAr OV ] 3 s i/] 3 ,n - IIDYiL m. BBS B■YO) RICIDR ,� AO 3S Ilr ct vt SCAlw#WUM/04T[ CnVAIAPAJ EOj Cu Pmm nT9n INC. 10 GAGE GAIYAlp2EO StiEL STORY PANEL Fr. D«N,N n GLOBAL vROTEcnoN PRODUCTS. LLC IL ECO1M1. 4e00 EN. !t EAQT °vMF' a i'x" 20-176 4IAwR n N,IM "D11C les4pae-TeM FAD RM}EN-lT4T aw m-LAN ti � aIN m-am CA-eOD67U • `e• wq Mlarlo Ms WALIEII A 1$in N., PE Ow• 1- - SIQI I. O 20 1T ICU co LLIJ L a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 ct vt SCAlw#WUM/04T[ CnVAIAPAJ EOj Cu Pmm nT9n INC. 10 GAGE GAIYAlp2EO StiEL STORY PANEL Fr. D«N,N n GLOBAL vROTEcnoN PRODUCTS. LLC IL ECO1M1. 4e00 EN. !t EAQT °vMF' a i'x" 20-176 4IAwR n N,IM "D11C les4pae-TeM FAD RM}EN-lT4T aw m-LAN ti � aIN m-am CA-eOD67U • `e• wq Mlarlo Ms WALIEII A 1$in N., PE Ow• 1- - SIQI I. O 20 1T ICU co LLIJ L a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 a--w N C Cu "a � Ct � O O � W � � O 0 y N � L � L w 9 -Q� �o w v� HEADER aTO OLASL m ILCD L -0 LAG , _DIRECT BUILDINGS WITH AM WiBE t (aSTALLATION DETAILS FOR REGULAR PANELS do d1A j,IdTO EXISTING WOOD STRUCTURES �I j!! ihP:A 10 NE11NiLU PS )kI.A -'� Ali 1h10 PANElAMTE PLUS /is-10 PAMTE PLUS r I;�twM(�zro• w000 6 1/4' O.C. M/ t T/r Et45tI1D woos !� EXISTING ID00 NEADDi tTEou `R WOOD NEB To r • I I n • - T qR • .I -.� IANI i - � ; i _ A.NG TAR w '. -'6Do/wam0n4 • LOID11/,. � • Y . i 6T°tD4 • wood „cAocx 2 9wood NrAOEa REOVKEO-. PEMRNLO - ` ' . IAn ,' � IA>• Li !¢ TOEaAE aN xF BoenlAE of I eEE 1D,ImuLE ON NOR POP 0 FOR 1Ir.�9fPV bO,OI, � ON ro eAAb � ro alas PA Alex. PANEL LENGTH - � Max. PAWL LENGTH A - Nbx. PANEL LENCM 1/•Y-3aR1• a$ _� ((.' ' ISLE NOTE 1) t(a• T01' Ef. (SEE NOTE I) � 1/4'tiwtl• .. � ($Et NOW 1) { 133B,DFI Pk16 rP '�{. - •--_� _ - l - � � � - 1 ]/Ar M�O I ODIC 301 '301t � I or Y' wx Aux + ' CA�r ttlw • + MNo � NtNNR �1>: E0. - � -. :�r a ,,-•�y°�c• ; E9 - � .; r • T EO. Ix yY oc t MN r r i ENO. :,-" -• _. I � -• � ��I __-. I - -_} D �__. 214' WOOD M?Eth10 PANF}YATE PLUS I'Ns' WOOD PLATE 2'.4' D000 PLATE._C 071eYA0E0 1/2 RIOUDED IEOUwED . � • � ' �. INQUIRED -_- PENfl1M1oN A7 ' , 1IOWDTN OF PLATE- F MD •MTN OF PLATE 1/4 PENCIRA110N -- j B' aa. srAot; w/ . 1 - - i Kit pM10w10iN LOP •PLATE _ - -_ scNE 3/8-1• scu.E }ls-I• MAUL 3/0-,' tt4>FS: 1. INSTALLATIONS FOR ALIERNATWEi 8W. BIY # 7PM ONLY VALID FOR A,HIIININMNp,1 AD12 ��5 UP TO +43.A -48.0 D.N.E. AND i PANEL'S LENGTHtpTO 2. FOR Nt1N W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, w/ SPECIFIC DENSITYOF 0.50 OR EQUAL. �'�,' "� F •''• FLORIDA Bu(LIHNG COOS (High Velocity ! NOTE FOR [37YBINA7TON � sFcrtONs: 41 $ R7DCo PLINCO' 20 CAGE GALVANIZED STEEL STORY PANEL TOP t BOTTOM MOUNTINGS CAN- cowBlNEo IN ANY WAY TO SUIT ANY ' •U'•. � GLOBAL PROTECTION PRODUCTS, U .9•. �•, 1Z.11:-L:rE-C Oe1sD.41oRs1, 81RDTINSTAUATIWI.-.-O•.'CRTO _ ..... INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM '/.'' L1O SCARAB • r oD w/ �j0 EXISTING WOOD STRUCTURES - - / Iqq 1wA. /MEApITI PDlTKtl10N -. I I ro E1NAIAAG I1000 •eNO1 f i I I I i WWGMNJ1 i � � �R wONNnED � O i STUD • 17 ALTERNATIVE 1 ALTERNATIVE 2 � r , ,ro. ANk _ l+'IN,wIUECMNE F � MB) fSEL'[ �• ,] Or � T � Q SND�R i1E I - rDR AM I 1 i sts+eMMmN � }+ EON__ _ � ` ) r EON.. EO LOT_ ,HOOD PIA,E O B i , ACODYEO 0- ALTERNATIVE 3 ALTERNATIVE 4 U `N rg01Ml® • r Q.G r/ , r/T• li,. TWIE/0tD FOIERS31DDtI OR ■ - t/a'I-NOEL' S.S. N3. « s' OL OR /4•.-BD PAELM,Tt nLWMc D DR ALTERNATIVE WOOD FRAME CONDITIONS & .ANCHOR LOCATIONS RNIDAWIE ales «roc « 1 ,/]• /M. BONG 3/r + N � T1tiN:FO lFI,nR4710N ro bmo0 PLDE NON 9RlRtN f1aY.a6 NO, 9,O:RN FOR OAA114 tlpHN WA MOUNTING INSTALLATION � p: TiL(/l ALTERNATIVE i W � �` •'" •' ' • ::'� CC tlwrt 3/r - t' = y1R':' Jc.ENSE G y � T FLORIDA BULGING CODE NI h YBIoeNy hurricane Zone) i Q � � NIwD gtoo, Wc. 20 CAGE GALVANIZED STEEL STORY PANEL ORION w: Z ,. INSTALLATIONS ARE ONLT vALo IDn BuaOeKS ITIM LSD. DESIGN LD,Os w TO $T 4b3. -n.0 WI. ANO PNIEIb IEIIONM w TO r-sr. _..- a o'-•.., t at 1 CANE s �• F 0 PROTECTION PRODUCTS LJ.C. o+nlNweo a FpI IE1Y WOOD EMLE twNsnlucmM uooD AHD4rAs To � sew71AN4 'Ns,'cFss' • • A`E , �fjy� , IL E C O INe. � wrs«2°'susjltnT Z PME M•. 2„ r/ S+WfC OENSn Or Oda OR [OWL ,+AFANINNIN uLttN•V' A 1M 11. r� .DWI. tM1WI: a aNq naE teeAMr-TI.B. FAk (sa.)Ma-aTs7 20-17fi ,n- : tAWA N+- INo mean Q CA-0DOR1I e- e� M w- WrM r "NN"No Mr. PC. SENJSIWMntNC./D:NE YYATER A llllJf A.. P.L ,>.,N f11Q1 13 M ri •� SHEET N0. SH 1.1 DA.r(j)- D.M..@-@ ANCHORS (SEE SECTIONS ON SHEETS 17, Ia. 19 & 20) MIN. 401111111, 70111/111 4k OW/20 [711iii/is, ilujig a OW/20 I. Net, 0 0 C 0 6 C, UFT W,FTY• PANG me FAIT WASM a OF MAP lie a Lot 'I'm BOTTOM coolm 3A/17. 0/17. IM/IL Wm; NIT �upk was '00, Lw;- 4107. 51/18. I' MIN. ­ ­­ - - - - ­ -f,. . -I- '. ANCHORS (SEE SECTIONS ON SHUTS 17. 18. 19 & 20)- OPTION J2 FOR UFE SAFETY STORM PANELLI ELEVATION SCALE 3/16--1- zxmm SECTION A -A SCALE *Ar MAX. PAWL LE (SEE SCHEDULE) MAXIMUM A.S. D. MC'L PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS C ONDMN RATING (p.s.fj (SEE SECTIONS) +55.0, -72.0 W-a" 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES mi W/I 1/2 It THREADED PONITAKIKIN AT WOOD HEADER HUM HEADER HEADER Tf �e mava NO , W imagm .0 "Boadi 1/2 12 1/2 U9. M" T 2' IT, 40" CONI (D 151ING to, st"Am"AF, ETW-m 1. v- aff smeftl M.. MAI. PANEL uwm OM EARN *EF a) am soouxtu (Su mm I BELOW) W. PANEL UNCIN ON SCIE" 16)• PANEL LENGTH SEE Man I enjae) III - TO via (SEE HM I BELOW) 119STAIG PANEL LENGTH But iomenimur (SEE NOTE I SILLO.) rm WAD" tim *w is) N.S. SA KS. it/AS 7/1'0 Nut . 313r A WW. W/I iJYf PEFIC"Itinom it MINCT. 01 :ZATEf t 11 A -A 11 7FLU7 I 3/32•"W" 3/32' WING WASHM . 1. 4/v me NUT WASHER (*'MONO) 0 OCsumac. I= IWRIADED T�n "MADED MIDINITT. OF PLATE OF PLATE --­Jig;4r ft.A', Tr pt" WAU MOUNTM INSTAUAIM WAU MR Alaff 11 FAIMIEL 8 SCALE 3/5".1' SCALE 3/0'-1 ' BM 1. INSTALLATIONS ARE WAY INNUD FOR DUU#M WITH A.S.D. DES" LANOS UP TO .553. -72.0 PW AND PAMCS LOWN UP TO r-Ir 2 FOR NEW WOOD IVAIIIE CONSTRUCTION. woW MEMBERS 70 K SOUTHERN PIKE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR fQUN­ s J I I 14_. .'SL U.S. W/ (4WS & MS. W/ N 7/8-ft3 WING ft" 7k:X332 M Wft WASHER 0 12 1" WASHVI 0 Ir AT IN OF FILM 49;1VOO RATE WOOD It IT WAU MUMMS IWYA"TM 7A� SIB 0 EL SCALE 3/r.1' 0 VWW ZAK[ SCALE W-i' COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 15 %W•(TOTAL 12.sw* (EFFECTIVE WIDTH) 2LjSC` I'sw - t3w - .075* 211' I 075' 0.0311' ". ?NICK Sr GALVANIZED Sim HEMMOD.1 mu ].SOD'TO 2zon' 2.241" -2*� 'ENNED TYP' AM A-653 GENE 50 } EDGE 6-150 ONLY. AIL A 48 .256, I 2.470' STORM PANEL - REVERSED "h" TRACK REVERSED "U" TUCK W/ HONED EWE EVIL ' t1w 8113"i toOd' I- 1 2!7 12y HEWMEQ IP ISOMETRIC VIEW DETAIL I I 2000* ROUNDED CORNER 0 ENDS Of PANELS - i M UP W1 HEMMED EDGE .7 50 123, (N.T.S) ti_2.000'---(40;J�am_.5' U... O J* TRACK -Wa 2"W(Maxj ALUM, ANGLE 114 77 125' 6061-T6 Agunt. ALLOY 15D. am' Up.) NO. 44167 -J ♦ FLORIDA BUILDING CODE (Nigh W"Ity NU can* Zme)i 3' ..--J TATE OF 02M ftnM 1C 20 GAGE GALVANIZED STEEL STORM PANEL rp sF 3-3%.)MSTOPBAR GRID R INA IILIECO..7�MOM Mnam MDUCTSU.C. am101 n 1*. 51 $017 11" LONG W63-75 Alum. ALLOY - I OAMF. 314 Pkoe. LW)WWNFF 20-176 C*-Oowtt wiNtME/OOElm &IN x., Pt 04111 n or a INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 'V4* IACM ANCHORS 114IAPocIlk --" TAPCON ANC /4' TAPCON AFC.DRS 9D.C. GCWCC POURED CONCRETE POURED CONCREIE on CONCRETE .00"C" OR CONCRETE BLOCK REQUIRED 81OCX REQUIRED -C BLOCK REQUOPMED .1 BLOCK REQUIREO I rI-C - FC 1/4- 1/4 1/4- MAIL E&O a Rw 200"'W" FIT -3 :r .g pIet 'W CLASS G E DA ED LOA ED.- cs -C 1/2' �/4 2 IF ;1/32442041 MVS WASHER -YA'41.3132"WING Nur Wks"" (BEYOND) 111 12 Ilr O'C 313r WING No SHER 0 111 1/2- O.C. l(4' TAPCON ANCHORS TAPOON ANCHOft 6 4 1/2* D.C. 1/2, CC (STAGGERED W/ STUD) 0 4 1/2" O.0 POURED CONCRETE -OURED CONCRETE POURED CONCRETE eDUREC CONCRETE OR CONCRETE BLOCK OR CONCRETE BUICK OR CONCRETE BLOCK OR CONCRETE BLOCK REOUIRED REQUIRED REQUIREm, REDUIRED, *WALIAnOW WALL IM IM I N I t•ATM WALL IMU911tamm I A' I ATM WALL MOUNTING ILLATION OWN SECTIION1 4A SECTION 4B 2 VA IL ftER"MANIM UFT1E S�ALFMLTY a ff-mi-An EMU ILUFf SAFETY PANEL SCALE SCALE 3/r.I^ SCALE 3/6'.1 " SCALE 3/0--1 . SIX BMW 16 111 20 IN ANCHORS TYPE # No= Ile. VPCWK VACINT FOR IWIM"TIONS WTO WOOD - FICHIP, v� OF4 3 FIVNE INALOM. MIRIAM ANCHOR VACPM AM WIFFIAN EDGE DIFFAM AIR INDICATED 0. THE "Wee SCHEDUIX FOR EaLm THAN TMOCAIRD 0, SCHOOLU REDUCE ANCHOR VNICING BY "New Wis. Y1-w MEW- mm MULDINVOIC IPACPIC SHOWN ON S09DLXE Of INE FOUAWWC; IWORS. FOR INS OPIRATION TO BE ICSMM AVOLICED room OBIANED U0104 FMCION swu NOT BE LESS THAN INIMAN WV494 00110010a FOR EACH MOM rift ON THIS SCHMM INSTALLATION DETAILS FOR OPTION INTO #2 FOR EXISTING WOOD UFE SAFETY STORM PANEL SYSTEM STRUCTURES T, ITCH Ai wooD AWN AT rrOaO HEADER 1/2- 1/4' .0 see, C 04 1/2' 1 WDOO HEADER REOUSIED MYL t9WEDAMD11 2. wow HEADER MIT REOLIPIED •Mi", 1AN SEPARATION r Uf6ON 11"Ex" 10) IAn SEPARATION To MAN LTA (m s0eaktur M. PANEL LENGTH Ot/ PANEL LENGTH ON mout to) (SEE NOTE I BELOW) 1/4'0 I� (SEE NOTE I amow) CLASS S" . ;:1, 1. MAIM > ' 1---1 -_ _ �� _ �" �. __.. � Ali ct G I Do 2-.4* WOOD PLATE J/8'# 313r YANG NUT 2*.4* WOOD PLATE 7/3*0 It 3/32' WING NUT REQUIRED WASHER 0 5 1/4' O.C. REOLNED WASHER 0 (BEYOND) -, PLUS :#'­0 .A& O.G. 0 6 I T�. A? WXNF1=MH OF PLAIT IENDED 'AT MIDMOTH OF PLATTE WUMM INST& tAnON HIM& AEAWALL ""now N. Tit WALL AdWkWop I�ON 0 1 UFF-WSAA FRY- PANEL '\a4 SCALE 3/8--t- SCALE 3jr-l- FLORIDA BUILDING CODE (Migh Velocity Mu cons Zone). M=- 1 : 441F67 ". eom IMPEL WAIL IF., 20 GAK GALVANIZED WELL STORM PANEL IRWIN &I. 1. *ffW"TXM ARE ONLY VAUD MR BUILDINGS WITH A ­SD DES" LOADS UP TO 4656.51. -72.0 PSF AND PANEL'S LENGTH UP TO a' a', ATE S ATOLODAL L ECOsmL PROTECTIION PRODUCT U.C. 2- FOR NEW WOOD FRAME CONSTRUCT PINE MSSOR �EDLAL To BE SOLTHE"N • 0 FWONM 0 111 �&W Sr IRIBET - ND 2, W/ SPECIFIC DENSITY OF ... ;-.0- OFF V.. VAAL FL 33314 o�)WO-7$W FAIL 20-176 X/24 V/24 10 0.0 (so[ wm a ROLM 3' AN. 2'/24 Il- 1•/24 10, (am NOTE 3 aw" It OF XAlt cn41cIETE k FOR WOM) 3r- i: MITI. CONCRETE APCHM W. aEEffiROMw ON IPW 26 am M`,- wo, At 2 -I, SALS Ema or ` 1,_l� _ �.i- : 1 (il_:!_.�-� l_ � L__i�1�_� �11 l::, � i � 1_l� s .. � � i _i_).l 1:_> +__l �l__1 , i_ 1�. �.�,( _L.i. . 60 ANAW (CM Real) '(END Ia TIM x 4 mLow su 110LOW, SEE E Z 3. 111 4 KLOW ITf IF 4 w r.3 Af 40 X 1,41 J 1 I`J] I I I 11T I � I• -I rUl" I . -3 1 SEE NOTE 4 BODW "man 3 3-- M�- FUR CONIC" ANCH(Ift SCE 2% MR wow sCRIW,­' u. ­kt ON SINIXTEMA 0"W4.&I ON SCCIKN$ ON OW 211KRWOR 3 OR (I) Wi OR W/00 -(D•TO BE INSTALLED AT EACH 2OPENNG V1;*:E:mE1r =MPALWAIS TYPICAL ELEVATION FOR TWICAL ELEVATIDN FOR Artft *&* HANDLE 10 F=AKX =459 IF INTE TO OR SWALLID FROM W INIVNICIED TO Bs,LE IRSAIJUND FROM rL-z WE sTogm PANEffwsly-stTmEm E-Z HANG STORM PANEL3%%M MILE VW - I- -A k%. GAP Jrt/4* N- CAP 1/4' ft. GAP SECTION A -A SECTION 0-B AT 00 PANELS) n" VW - I- (1), DEFINITION OF SERIFS 10M E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL Np a:TRACKS AT TOP At PANILMAIJ PLUS OR 15' LONG (P BOTTOM III FANELWAM (1) E - Z K04 STORM PANEL SYSTEM CONSISTING OF PANEL TRACKS lop At BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED To MEANS Of 11"LMATE101 rj+ A-M, END PAN" (2) 0 PAN" SHAI.L ALWAYS BE CONNECTED TO SMOV TRACK OTHERWISE A STOP BOA M� C' D S, LOW FE TErE SHALL BE C To '0-20%3/�41 S. W/ 7 '�L'MSSCRIEW (p SHAUL ME PROVIDED AT TOP OF SUCH PANELS. WING NUT OR Igr(2W'T.M':4A- INTO TAPPED V9.3" AS (3) SHALL CONSIST OF DESCRIBED ON ow), 33 , OW, Min THUMBSCREW EITHER OF TWO (3) FOR CASES WHEN END PANELS AIRE 00 PANELS ARE NOT LASE ""'TO*/9�QC%9j,(PS1op EXTERIOR FIAT MANGES OF ENO PANEL am Mom•OUT. PROVIDED AT TOP OF SUCH PANELS, (4) IN C49 THAT ENO PAWLS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR 'S ONLYUSEDOTT PACK MOUNTED TA AT LEAST TWO PANELS SMALL BE CONNECTED TO 9 ON I (4). FOR INSTALLAIM WHEN 00 PAWLS AM SOME INTERIOR FAFRDS ARE DIRECTLY ON NOTE to VSING S �3) ABOVE IN SUCH CASE CONNECTION OF PANELS WAY BE USED -JD*MY -..T%LL ANY Ea I r. OF RAF•i£LAN)E5, mg TO BOTTOM TRACK MAY OCCUR AT PANIEL. LOCATION W/ TWO PANELAPTES F SHOWN ON ELEVATION NO W 3 1/2' SEE SECTION 1% 3' & 4' ON S+tLI 24 SEE ANCHOR SCHEDULE ON SHEET 25. Wort. EDGE D PANEL. USED , V/ I TMDro%, 45.-� = MEANS TRACK %jiHIMINMI, NOT NEED 0 Tyz, � A. SUCH TWAT ADACENT PANELS Q LEFT A RIGHT SIDE OF PANEL) HAVE '00. THEIR FLORIDA BUILDING CODE (Migh Velocity cons Zone)- No', 4 1*6 7 WAN TILIRCO, W- 20 GAGE GALVANIZED STEEL STORM PANEL 1p STAT OF_ :> GLOWL ILIECO loc. PROTECTION PRODUCTS, Uc. mill "s M11 SWEET ALO to aw I1,20-176 WV­ n'! ZM 62J INSTALL DETAILS FOR OPTION 92 FOR UFE SAFETYSTORM PANEL SYSTEM INTO EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES WIV WCON ANCHORS 114' TAPCON ANCHORS r MC W_ D.C. POURED CONCRETE ZW1DCONCRETE .Ck On CONCRETE BLOCK' CCA REQUIRED REOUIPED LILIF G Lao �%j ; It 3/32' IVING NUT FMS"M Be I Ie 0 C. FOURIED CONCRETE ON CONCRETE BLOCK REQUIRED WALL MOUKA ALL SECTIRM SAL 0 REGULAR PANEL SCALE 318'-1' SIX SHUT If a 20 MR ANCAM rot a m Ile. VIM I/... fto V*000 FOR INSIALUTPOWS PRO WCOO w mawas seems W 3 1 FrAME OJLDM WM" ANCHOR SPACIOUS AM ~" WCE OGTQ= AM mmcm ON Its a I SCIMAX FOR LA LEM THAN ARWATTO ON SCIMLE REDUCE ANCHOR SPACNIC W MLLIPLYING %FACING SKOWN 04 SCHEDIA 3 31/2 BY THE FOLLOWING FACTORS. MR 706 OPOMMIC01 TO BE POSSIBLE. REDUCED VACNC 0111t,040 USING ft" =43? K In$ TWA MOX" ON Ogg motaft TYPE INS SCHEDUL1 a I /Ir - r. - - I I IRO ,m 31 G a, G i A . 313r WM NUT WA$1EN (KYOW AIOURED CONCRETE OR REOLOM CONCRETE BLOCK WALLjETY PANEL IIIIIIQUUM I T"MION SCALE 3N.1, I E-Z HANG STORM PANEI, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN B. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 111 PAMELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (Ifth EDITION) Of THE 17LOF" BUILDING CODE. BLOCK SMALL BE 1 1/4• DESIGN *RD LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED Coot, 9.2) MNMUR EMBEDMENT OF 1/4"IF X 7/6' CALK -IN ANCHORS SHALL BE IS ?lr INTO CONCRETE. FOR A WIND SPEED AS ACQUIRED By THE JURSTICIM WHERE THESE SKITTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DWCnOH14UTY FACTOR Kd-Q.ft USING ASIDE 7-16 AND SKALL NOT EXCEED THE MAXWUM WS-M) 1/4* 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG CNOUGR(SHOULD ANY FINISH MATERIAL EXIST) to DESIGN PRESSURE RATIMOS INDICATED ON SHEETS 25 & 26. ENGAGE 3/#- IWO ANCHORS. IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.O. DESIGN "go LOAM &Y MULTIPLYING THEM BY 0-6 IN ORDER TO 813) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE *1 MAX. (A.S.0) DESIGN PRESS&RE RATINGS WICATED ON SHEETS 25 a 26. ANCHM SMALL BE LONG ENOUGH TO REACH THE I" STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 0.2)� IN ORDER TO VERWY THAT COMPICkENTS AND ANCHORS ON THIS P.E.O. AS TESTED MERE NOT OVER STRESSED A 33X INCREASE IN A11001ABILE STRESS FOR WIND LOADS WAS MM USED IN THEM ANALYSIS. FASTENERS SPACING To WOOD HAS. BEEN DETERMINED IN ACCORD"" WITH FLO.S. 2015. (C) ANCHORS SMALL BE PISTAIJXO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER STORM PANEL'S ADEOUACY FOR IMPACT AND FATICUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECT" 1626 or THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT 12032. AS PROTOCOLS TAS-201, 11 It SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MUTE SHUTTER TAS-M AND TAS-203 'S TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2 INS SYSTEM HAS BEEN DESIGNED 10 BE INSTAUID ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE . WOW FRAME $UkONM INSIDE W/O THE USE OF A LADDER OR LFT THIS APPLICATION IS WAX MEN INSTALLATON IS INTENDED TO BE PERFOSLIFED 12 THE INSTMAXION CONTRACTOR IS TO SEAL/CWLX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL LENGTH 3. SERIES 1000 INSTALLATION IS APPtVaf TO SINW AND DOUBLE HUNG STYLE WINDOWS MEN NWALiAltow S REQUIRED to 13E PERFORMED FROM THE INSIDE Of STRUCTURE t3 STORM PANEL VISTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWING rLUS ANY SUROPIC AND ZONING 4. SERIES 2000 (FISTALLAIKIN 5 APPLICABLE to SINGLEAND DOUBLE HUNG AND HORLTONTAI SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED By THE IURSDfCTION WHERE PERMIT IS APR" TO WMALLAIION S REQUIRED To BE PERFORMED FROM THE INSIDE OF STRUCTXW- 14 ATRIUM W04DOWS NO DOORS. INC. E - Z HANG STORM PANEL SYSTEM. IS PAIIEMY PDA= 5. ALL AILUKINLIM EXTRUSIONS TO BE W53-75 ALLOY AND TEMPER (UNLESS 07HERWISE NOTED) 15 (a) THIS PRODUCT CVAL04TION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE FOR A SITE SPECIFIC PROJECT: i.e. WERE THE SITE CONDITIONS DEVIATE FROM THE P-E.D 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL H0kVE 3105-1114 ALLOY. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SUMFON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUIV STEEL- ASIM A-653 CRAM 50 Win., ON-VANIZED STEEL INS PRODUCT BASED ON THIS PLO PROVIDED HE/SE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.5 Kai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT snt IS THE CONTRACTOR'S RESP04sauTy. 9 ALL SCREWS 70 81 STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION! RESISTANT COATED CARBON MU AS PER ON THIS PROOWV EVALUATION DOCUMENT WILL BE CONSIDERED LNVAuD IF MOOtFIEC. 50018 W/ 50 k., YIELD STRENGTH AND 90 k61 TENSILE STRENGTH & SHALL COMPLY W/ FILORIDA 9UfLDM CODE SECTION 241 t.3.3.4.(4) WE SPECWIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL WITH 36 k2i MINIMUM YaD STRENGTH BECOME THE P1"fEEN0ZXC PROJECT RESPONSIBLE PROPER :W (E OR.) FOR THE P AM WHO WILL BE RE E FOR THE USE OF THE RECORD, ACTING AS A DELEGATED ENGINEER TO THE P-E-0. ENGINEER, SHALL 10 ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TO EXIS11M FSU8ED-QQWJ= THIS RED. SKILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENONEER OF 14 *#TAPCON ANCMORS AS MANUFACTURED BY ITW- BUILM. INC. (MIN . rt.31*2 p.sj.) RECORD THAT PREPARED IT ; . /4- X 7/8- CAU(-FW ANCHORS, AS MANIJIACTURED BY DEWALT NC- (MI%L f'0.3000 p.;.) Ia.STORM PANEL MANUFACTURER LABEL SHALL BE LOCATED ON A READILY VISBILE LOCATION AT STORM PANEL IN 014- 10 PANELMATE FEMALE 10 111 0AMPLUATE PLUS MI ANCHORS. AS MUFAcZTURCD BY ELCO CONSTRUCTION PRODUCTSACCORDANCE WTH SECTION 1702.0.3 OF FLORIDA BUILDING CODE ONE LABEL. SAIL BE PLACED FOR EVERY OPENING. (r..3350 p..j) LABEUNO TO COMPLY WITH SECTION 17091.2 OF THE FLORIDA BUILDING CODE A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4* AND 2' FOR PANELAILATE FEMALE 10 a PANELMATE PLUS. A2) L40NOW EMBEDMENT OF 1/4.0 X 7/5- CALK -IN ANCHORS SHALL BE IS 7/11- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SHALL BE PERMFFTEO. 1/4. *­20 SS SIOEWALX BOLTS USED SMALL BE LONG EMOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAN", OR PAVERS BE FOUND ON -INE NESTING WALL OR FLOOR. ANCHORS SMALL BE LONG FNOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTINED IN At) AND LN &2). I N ml t/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I7W BUILDEX. INC FLORIDA BUILDING CODE (NIgh Velocity Murricutte Zone) 1/4* 0 X 7/8' CALK-01 ANCHORS. AS MANUFACTURED BY DEWALT INC (V-TSO0 IT s 1,) 20 WA GALVANIZED STEEL STOW PANEL rp 114-10 PANEL.NATE FEMALE ID AND PANELVATE PLUS ANCHORS. AS MANUFACTURED By ELDO CONSTRICTION PRODUCTS (I'­207V pt­i) - Z67/n/me GLOML PROTECTION PRODUICTS, UC. TiLrE c a.M. 0_- Net, 51 SWEET gav - -& e-xwvmg. 20-176 Pi $Lk/$*Wumt/mvt CA 00011111 "'I" A I" r--g, Well "I OF a-emm INSTALLATION DETAILS FOR SERIES PANEL I'll) INTO POURED CONCRETE teQRW 2000 AND 1000 E-Z OR CONCRETE HANG STORM BLOCK M 4 4 IRK. sm M) 4 W A -A ­�t -jo WAIT sum w we IWIAL A T J or ON mm 26 sa'Amum mall" so" NO CLAIM; 1 FOR IMPA06490,47 W, ro ass 0.10" 9 1 QWNAP Ale oil ;'/4**- 7r. 1 It MIND 6 "EMWIC) V KIT NAmmast, ang Ate•RS Feet ww" {date WALL MOUNTING INST.Pont WAU MID, DIRECT MQI 9m." a) Itt"tSECTION t 0 n." TO uu= MCI HYING INST, 811ILD-OUT MQYI INST. SCALE 3/a." g SET wv:"`Cm& mmDwn m Im IF e w m N` DO III SECTION 3 WALE: 3/11.1- t1k A. SECTION - 4' SCALE 3/bt' 4 C- lrgwm m mt- 'e"LF'O' , v ........... 4 .' A X 0 Borm 4emumn'" CAN K cow NO. 44167 It FLORIDA BUILDING CODE (Nigh urricone Zone low, FATE OF : Z om Tom, wt rp 20 WA GALVANM STEEL STORM CROWN In DETAIL I r PROTECTION PRODUCTS. DUCT!mm . U.C.1LECOINC w1m4 0. ,. cc. WINA FHow. (w)=ftruaodmool-m. 176 Pis. aaOH--4I N- (MAR-- Ommem; I. .I; PE st-JIMINATwx/oAm ON-aDmI m1i m- i - ­ !- I - p=9 . 1 - I . NI - ; - mmilN. mru -6-0 CD CD c- C/) -a 2 -Cu O (D 0 3 -a a) CL CL 0 0 Cu 0 -0 Cl) =3 -0 CU -Cu Cj) 0 = 2) CL 0 LL a) CU C "- 0 CU > 0 Cn Cu 0 4 Cu ,, - CL CL F- -0 . = U) < C/) c- *MMMMMJ 00 ICU > 2 CL CL 0 CIO 0 0 Cl) CIO m w z SHEET NO. SH 1.2. MTR10 (SEE= H+ dA65 - COMBO ON To .66.0. -753 70' OR LESS 2 B/Ir BOLTED • ,•. z'. 3'. 'W 21. # 3n .06.0. -75.3 7a• OB LESS 2 7Po• 80.TED • a' k - m;D;xA>. 4.. a wINR4/I AT UaR{AP a taw OF MNEL uNO,N or PAWL ..N . . r. . Ii.I •vs- - -.-1 , .i• :1V i4 Ha? L•1.� '.H � :AI .Ial' �Ti:i .MIL.I >.,•. �' al. .N _ 'NTH 1 - � a MAXIMUMMAWMN ASD. DESIGN RICH K SPAWN FOR E a - 3 1/2• •• /PPLCA&Z 70 N1'r -1 ym a THEM AAWMA PARE LOOM ILI (w) PRESSURE RATING �.(, TAOOm I CNA-N PWIOYATE FEYNE o PAIEJAMTIE PUS ro NXNOE,[ m tXINC1ER m coacwTs m ca,t%7D 12' N/A 1 12- N/A 12' N/A 12• N/A I' a 2' (TOP) )I' 3• • IV 3• 5' 4• 5' 4. i' BOTTOMI 12' 3• 12• 5• e' 6' 8• c' +' BOTTOM) t 4+ 66.0. -75.3 N/A N/A I N/A N/A N/A N/A 12 ,/2• it' 2' (BOTTOM) 70• 1. N/A 16 1/2- M/A a 1/2' I N/A 4 1/2' N/A 1 3' (TOP) 12' NIA 12' N/A 9 1/2" N/A 9 1/2' N/A 3' (BOTTOM) Ir N/A 12- N/A T2' N/A 12' N/A 4• (TOP) 12• 6' 12- 9 1/2• 12' IT- 12- FI' .• (BOTTOM) IF LINED m BOLO ace. ASO, OE9p1 PPE;apE RA706 / ALE SHEET M FOR ANCHORS TPC k SPACM MR ,NAAHATIONS N10 WOOD raw 6LaD0q MNMM MOM sAA M A/O WORN EDGE OWN IM AN INDICATED ON THIS SOiDtAL FOR GO. LESS THAN ON /,N SCHEDULE SN THE LLVAI ANQHOI 9WCRq BY WL10tYaw lOACONG S.KRN ON 3LV8DLSP eY THE r9uowBHc rAc1aI6 MOPE THIS LESS T m Y M I DIC AN F POBM6lE, SPACING; *VOWED ASTMS ACMES SIMU NOT R LESS 7NW YNWW SPACOHG 9OKATW FOR LAO1 ANCHOR TYPE AT AI4c710R LEOf11D slow "m 1/41. -_...___ I~ Y1/4. _ 7.W__ PUKE a 1/4'. 1/a i a4K-w _ -,,NCR I1rw, . P.) 3 ] 3 3 ,/2 ww RTMIO O-wNY 6.) Ma W.1 0.0 DO 3 3 3 3 3 l I!2 3 1,I 4 AUX it& on moo" FROM 1 Ile 3SI - - a I/r I- - - To r Woe a w 3 , ,Aar - I ,AD I + REOWES LN... DIS'IAOE BETWEEN BOTTOM OF PANEL I ILO mBE 1/2' -1 MR. 1 1 ++ REOUI ES Me. DANCE BETWEEN BOTTOM OF PANEL AND ® To BE, 3mr ILjuir .-) Ma. C`A101PANENTS cnR RFrw AR_ I IRE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 _ _ _.,s.123' (R1TA. WIDTH)-. ---_._. .___.____.___ ._.. -_- -. 2,,97'_ - __.-. -.. _..... 12,500' (EFFECTNE MOTH). -_ _. .-__._-.. _. _ t 1 -.T03• E..._-T.230' - �,.... - -.... _ 0 1/4 (TIP.) -- :•. 1.3 (- .374;-. �_ i _. ,3f0•._ ,".-„ I. 1.250' .,W .Im-, - .0w 7 -L3S0' 1I.300' I L. _ . ' . -.• f _ + I I ,t r, o9za• NM/. TRIP *.I h -;I 3.313" IF7-... -.eJo' J' 1671• , EDGE °ALAM7MAW TYP. 250 ,2 .(784'BO' t9p, t.oi5'almm OLD MNeeIN ,EMEE71 ,f 2.,'2j•- DMTAIt A c-6D CAIV. EI t_ ._.-_-_f r �' Qt STORY PANEL ---------------------1'tTw) 350' I` - ,350` - DIAL A- I_ _. L ... -. - _. 2.0D' -- N FROM :10 �ET ENDT (En OF PANEL ) WN" HEADER (3) rFr TRACK `1- .=, fMAEe3 OM7 LIP W/ H61VM MICE ,- i :9.w' i aoLur T �' 133.1 0-11w- j •/ I 'o.25t,. -- . - , 407. 0.625• (_ --1 . � .- - 2.250 - U AIL A '- T i E ISOMETRIC Y1E1lY DET t331 r + - ROUNDED CORNER • ENDS OF PANEL'S -'917 ' END LIP W/ HEMMED EDGE. I - Alk .O"- 2.378' (N.TS) 2-3ca' I WALL.I LOST• oa7• I O KEY HOLE WASHER 3.750• .072' (m) 760' 3105-Ht54 ALUM. ALLOY H 2.,2. 11 _j -� .011• .750 I 250' I 3 O uav E SLME 2erfMu W I,.yq _- __- - _I 2.000• - �O�Y�i 2.a00' i -.t11' 0 050 f L (7 REM, rNr HEADER © rUr HEADER L- ' ' r MAL n4 - 3.000- 3e4� r- Auor 31 T- :im- ' - SO' A70' _.._ 1.275' µMe::•^I(- 1 --. . , ... _ . .__. f" 1.67r t- H -..T-. R 4 1.125' D80• 1 _ f111P) 2 r>oo.20,567� 123' tP.i -µIL. o ®MIN 10 T (� 2 ( YOs0' •-• ]50' 2.aoo--. - - ! (.-_• --- SEE SECTDAS - -' - am 1® BU_�1 ,Q-OUT or ® aump-OUT Or TRACK 1$ i ® WAS ERE0 WINGNUT TRACK ANGLE (71NMAC 3 ALLOY) TIP. TOP EDGE ' a AAEL 375' 1 -'8 - ;- PANEL 0.625-- 1. . , a,B7m' 2m"- Plat1 �Anl .375 f . _..-. ITP. oormm , EDGE OF PAWL 114-0••20.3le ,750• - Its Sluo ONE= .12e '19 ANICLE ♦ 6 1/4' 0w • 12 1/T Olt W - , (MAY BE *r.w E0) .._1 096' L �-- )M 1 L - >� (JAL ANGLE WITH STUD 0.024• (Min.) GALVANIZED STEL I II I 375- , ( 50-0 0 ETAi 0.2 -'I "AIL I © KEY HOLE AT PANEL - -'- I _ _ .Se. SIEE'1 6 FOR ADMIONA .813" LIMITATIONS 0 SLEEVE LEK9TI IS 1 f'. _ _ 125' , -. ONLY ow FOR owmuTXMB 000 (IYP.7 , .. Its- wow STRUCTURES 3 75O• 2.000 A -w ) ,750' 250' t 1 ) ---xODD•._ - i it WJ' TRACK 1@ PANEL u�uCCQ !L (1 iX w10i1 (USE ONLY FOR E-Z HANG STORM PANEL N SYSTEM) OM-76 ALUM. ALLOY INSTALLATION QUAILS FOR SERIES 2000 do 100Q E Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES J, -i �- -- _- � L1.14. LAD seem • r oc w{ 4M1, TI«UQEp IDaTMAt1tA1 -()__- 2 DtnL {AG SGIEtK • 1' OC W% XISRIO WOOD HEADER1/2'W+TI,NfAOCDP[NE'RATAXH - ro FSE No woaD HATER. I,Ful N oN FDaCon. 1,ar SAWS. - • G DID a 4 GAIN. MALT' 3-M5. ( /- p { ♦ u two; p i i -' f (SEE Do" 1/7. a NOR 'A wam)_ I' RFbG ff- r wow I � TEAT i 1 REDWRFo xR I 1 ,/r.-XI.3/4- IRIS HEAD UT w! r/6'N31S2' wEAD M.S YARN OF r.vw (TOP.) 3/16' A,,-, FOP aa4T • VCWXYH 01 EYU" p 2 B/16' Mw. i t/i A-20a/4• - 7 P/,9' W, I - SEMA M I MS w/ SEPMATXN ) ,n'e-ioafa' ro CUSS.. !/p•w/ar o Cuss i .. wii /ar I � .•� ! EVIAY 0ARtAP . ill 11� __ 1� w I I �1t}^ I QI N .- .1 I 71 1 3 I X N r 7 1 I o -_ # :� 1 v� i /p4'� ) AL MS W! , 1'P PAMLWR FEAWL 0 2 YOR.I r28i1a/H•NVT 1//6' "LMR��D/ (YT .m a suow) PENEIRA-l" 12 1/7. 8.0 1/A//-P2z•' 4Y.. iNREa - PDE ♦ .= (x1 Y.1- E. wOADN O PLATE , SLOES !I'- RA, 7 M GN EDGE !z) 114-16 PANFLYATE PLUS w/ i75E, 6' we . PENETRATION a +3 • Yin. (Y 2•.4' wow ALi RMME 2"W SCALE 114•.1- N TERNH(LTIVE i "W SCALE J/4•-i- BI03S I. MSTALLAMI)MS ARE ONLY VALID FOR BUILDINGS MTN ASD. Df3t01 ,oADS W UP YO .86.0. -75 _ W AND RAWL'4 LENGTH W TO _ -10' z FOR NEW wow FRAME CONSJRUCIX)N. WOOD YEMBM TO K SHXR,FAN a P.E NP. 1 W! SPfCFY DENSITY OF 3.55 OR EQUAL - SEE IMon _SPaE":AFKAT�(j5:-MOO,IWD1ENiT ROES ,ICRON To FAIN:®[ M (Sj�OP YR CIIS Ai tOF ASI ItE `1 ,Gfb OR 2000 �R16 NSFALLATfp, Tiff ON Si1DTCA27 4T ROT�Y. Ma5E0 DN - S. H._ tO1I AMON = OF ssn,rYA ALMOME-TOP WOOD t0 TOP a IIOITN WUNIYOs CAN RECXW,RNED IN ANYCONSALE: i C - I• LWATION WAY sm AMR-WAUAIOW NOTE SNDTTI TWIG NOT S"DWN FOR OtNRTY , F � 1 {'� LAG SUER a S' O.0 ■/ ,/r W. THw-.m Pudraoc. TO, DDSTNG wow acko A 4 Cant 1+wM' $.M9 ITT . • G ENO or 7 O - (SET WIN!, 1/2. A l rHott 1A BELOW) eT M. sGOEIY W 1 T/ Pa/32' WaC° tan O r oc I y4 1 1/IY-TOOT' - 2 9/16' MP. Tje'4.3/3a/ 10",n,X - TO CLASS. wRNL Y.J1rT i EMERY 01IEAAP I. ..I -_ . i i R r i OLD 3 9 n•..3 32• ! 1 p H A t 1 - YO OC' F-111-\ J 11 ,m..)� I -11 I I T - a 7 � I N I ''t7F////1 - /4• S IF/ _ WIBi'40-54',FdNolET A M. I/a•. ✓O scull s e• D.0 r/Blow) .-2 L + 1/2' Mn. THAINDLT PENftRATRX, YM x'.4' - I PLATE REQUIRED FIAT I !{ . LACSCAS • 6O L woA!Y IDA0 PDRTPAt K TO t B,WNC WOOD HEADER, // A' Y 5 Go,n r'If-• 4 0 .3 .4Nc 2 O.0 I 4 cLnL 1i4a• SMAs. I i p I. DIAL ,/z• a _, 3 �w00f HEADER REOU4rfp I .1 i 2 T/a• W. SEPAA,IOP ) I 70 CLA55 I SCREW,v w W. W. STEW WJ I ��`'"fDYEwo , 19 ci I If ] 3 C.nt p r I 11 x:. I ,: I \t -(- r Alo ' NIT d{ '/4 0-204--r1l4: , 230 ` )(SCE -R 6�' + 4•wNUfiw, FIA W! 7/r to/w cP- -,n'r LAC SC1EwS 1 e' OC w! ♦ 1; "m TNRFADED PENETAKTONof PLATE ME= FLORIDA Nuri imrN XIMUY A.5.0• DESM PRESSURE RATING (Ra-f.1 ARID CORRESPONDING 1/4, 3/4. 4/5, 5/5 A 6/5 IUY SNar.t tr P N (I) LENGTH *0 SCHEDULE ONLY FOR REGULAR STORY 2/4 1 W/6, 2W/S. 3W/7 t 4W/7 5 INSTu.1.�IM INTO POURED CONCRETE . CONCRETE BLOCK & WOOD (t) ^r MA - --- - - ORETS 9. 10 kit) - --- -------_.. ------.-__-._._r MAX SjWAE PAYEIer{t IDYL♦--- SWUE PPPRRAKL w ) AT EUT4 i O b b dTTOEORBOIL Eiffi+ E A()I;i�33.C4T_�3 OH D.M.AO,(), r7 R- I"I- r-t--T-r--t-�---r-r r r -�-r-r--1-T-r-F-s .___-_-_17_I WITH TRACKS (&114 'r DIREC.t MOUNTED AT EACH END* MAXIMUM PANEL LENGTH -L+' OR 'L-" (ft.) 0 VAVO" AS.D, DESIGN PRESSURE RATING (Pof ) (+.r -) CONCRETE k WOOD INSTALLATIONS t L4 V 2aO 12•-0• W-O- SID Is .-Ow FT•-e' Jac 1i•-e• W-I• Jac 10'-16* W-0• 400 t0'-r, D-4- 43.0 r-D' a -9' 3Qo W-1' - a 4' e D• SsO e r 6s0 .- 7"71-e1 B o•. Y 4• _. r-e•- 75.0 7'-S• 6•-IO- W.0 r-2• r-7-7• IUD ,-,. 6l:D• 9o.0� 6S0 6A4' 6'-9' 6•-2- -IL-O- fo0.0 6•-S• s--"- toe.0 I'-3' S'- - MIT 1 s-r 1 t T9.8 - 1 3'-6- MAXIMUM PANEL LENGTH L+- OR -L-" (ff.) 0 MAXIMUM &LLD. DESIGN PRESSINRE RATING (P...rl I- ,w -) CONCRETE AT WOOD NS,ALAT,ONS t L• L- 240 14•-4- u•-o• 250 - f •-f , ? 0 RY-7. 3a0 if'-e• fb•-71 90 10•-TO' W-9• 40,0 F•-6• I•-Y 43-0 -- Sari Il,' 6r e•-T-- e_r SSA SAY - 7•-#, .. aa0 D-o• r s NCO 7;-e• _ 7•-,. M aa0 77-3 a• - II' 7aO 7•-2- W-e• eav r-o• 6•-6• DSO )-0' 6--rADO 0'-s' . I-1- 956 r-r 3-I0' T«7.0' 6'-3` s'-r t0ao ".1, 5'-4• rra0 - s•-T• ITV.6 4•-8' MINIMUM SEPARATE* TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WOO SPEED 4 170 m.P.n -- 1; SPEED > 170 -PA (in) UNRESTRAINED I RESTRNNEO UN ESTRANEO I RESTRANEO 30 OR LESS 1' I. 6' 5 1/4• >33 TO 90 I• I I' 7 t/2• 1 7 1/2- >90 TO 145 1 I• ,• 7 S/2' I 7 1/2' >745 TO tee t' ,• - 7 1/2' NIYINI N6 PANCI 1 rIM&r I let«% CENT ♦ N. WIM UntIAMNQ ChNnITInN _- I- TOP DIRECT MOUNT 1w WADER •U• HEADER 1.5`x15 • SimORIOLETRACK *r K wML BD -OUR TUILy/5T�KpE , H Y., - DIRECT wow 40' 32' 32• 35, SS• 50• 50' 4 ,.S'XI.S' SR)D ANGLE 3wr I 32' 32• 42' 38' 3e' 3 r TRACK 55• 32- 32• 42• 67- 60• W I w ANpa 50 32• 32' 1 341" 00" se, W 1I SO' 32" 32" 1 38' 1 W s6• 56- O'�QF® I G i I 11 i V T I I Fr I_I�..f I 1 !! A 1 I ! $ I_ ,___ L 1 l _ _ - 1_ 1 _ I j1 -1 1.1-I'l :' _ .. _. �. :,_.-.-....._. ... ._ .._ LAIR �,Qv I, I l {-I , �i I �� 1 !�-�-,,­-­i� I 1j}II(( rI f I I_I _I I I -I IUNBOLTED PANELS I --•t'l j i I ; I SS. M. PANELS w/6u-2o.T• (sEE SECTIONS AS i I I` i I i. - I{ S.s. Y.S. BOEt W/ a EA. WERLAP _ i APPLICABLE) I I t .- 1. 1 1 ' 1( I SEE SECTIONS AS �. I i ( j I I 'f T I I lI I lI l l W I i I I i l l1 1I I I I I I i D.M..30.& - - -' 1- i -I- a- -f - - - - -} Lli a ♦ Or MAX 3' MIAX 3 _ MIN 2/4 1 /4, 3/4. 4/5, S/5 k 6/5 " MN. iW/8. 2W/6, 3W/7 3 4W/7 _... -._..._.._ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 W0 _. _. - REGULARTQRM PANEL 0 ELEVATION 111. N.T.S. +/4' No GM a (UK Gate -_1 18OLE wum ' j(F MAX. GAP = , - -- on CTtON A -A .0 1 N.T.S. �- MOTION Olt) LA: YAXMM ALLOWABLE RARE. LEN M Rat A GRAN PCSIIWE A -SO. DESIGN LOAD, L-: MAY ALOMW PANEL LENGTH FOR A OMEN MECAIME ASO. DESIGN LOAD. (2) PROCEDURE TO DETERMINE Wft M PwFi LOOK ONIN A POSnEE RSA. DESIGN LOW, OErOMW MAXIMUM PANE. LENGTH 1i FROM SCHEDULE. OWEN A NEGATIVE ASD- "M LOW. DETERMINE MAXIMUM PUMMEL IENOIH'L= FROM SCHEDULE FINE wx4km AIDM,BLF PANEL LD49TH is WA•L To THE Mttf" 9E10MMHE0 Prue. umm BETWEEN i..• AM 'L-•. (3) SEE SCHEDULE SOAR FDA MIN. PANEL UM N MR POROSITY ONLRUOTTOAI. 'r NSMIATDNS M WOOD ARE LIMITED TO , 15 µAI. MAX ALSO. DESIGN PRESSURE RATING ,t ( , 910 k t t POPE MAX. ASB OESINN LGAQS k MAX. PA7LL UETNOIHIS FOR sPAUR is USED . i' S '' `� FT IDA BURRING CODE Non High Villocifty HurAcone Zone * • 44167 "y •ime T67et%«c 24 GAGE GALVANIZED STEEL STORY PANEL W„�'W,. «•�L PROTECTION PRODUCTS, LLC. °7 CARE y % TARE DF * 1 L E C O 1 N c . 1 ' , , ' . `- - - 0 A r L� RID v l% -AP- +BOD s w. sr TTXrzt DMAL FL M,. k ! t. - 3M -Maw\ R A1« 2D-, 7s ty ,rs \ / - OLIO -Fee . a , aw r,-,a PLANE. o♦gwa_TBN.. O. w.m GENERAL NOTE', Nun Pno AWeuu ,R f00'E7Y a r HIIMR9 QewE CC) (D_L1 29a t aD AR .'A!W 1G..:Gk?WZ G_ D.ss LVU , STORY PArKl SHOWN ON T05 PROOK:T iVALWTON dOCUMENT (PLEAD:) 1W" BEEN v[RIi1E0 FOR COMPLIANCE N ACCORDANCE DOCUMENT - 1/4'0 TAFCoN ANCHORS, AS MAe#xiuRED BY I.1M BuLLQA, INC WITH THE 2020 (7N Eon") Or THE FLORIDA ft%DMG COL`€ THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - 114-10 PAOEIMATE FEMALE D AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES, VELOCITY HUFMXANE ZONES IML411-DARE / SROWARD COUNTIES). - 1/4'0 1+,0 SCREWS PER N.O.S N L 1 OF M A BASIC INN IC DESIGN WIND G106 SIMLLL B DETERMINED AS PER SECTION 6CA E ABOVE MENTIONED CODE. FOR - 7/IB'0 . 5/6' WOOD BUSIIIIG. AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO SPEND AS REWIRED BY THE JURISDICTION WHERE STORY PANEL. WILL BE INS7AlL.ED. NO FOR A DNECTIDN4ITY (ACTOR IO.o Bs, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSURE 101IO5 INDICATED ON SHEETS C 1) MR*" TH TRADED PENETRATION 04TO WOOD OF TAPCON ANCHORS SHALL BE 1 1l2' AND 2' FOR ELCO PANELMIATE PLUS 3, 9 THRU 12 a 17. le AND PANEL/ALE FEMALE 10 IN ORDER To VEIRRY THE ARNE COMMON, ULTIMATE DESIGN WIND LOADS, DETERMINED PER ASCE 7-16 SHALL BE FIRS REDUCED TO ASO. DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 06 IN ORDER TO COMPARE THESE W/ MAX (ASO)ION . C2) MINIMUM THREADED PENETRATION OF LAC SCREW, IOD INTO THE WOFRAME UNIT SHALL BE 1 1/2' NO rHONFADED DESIGN PRESSURE RA7W4G5 9DIGTED ON SHEETS 3. 9 TNRU 12 A, 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED TRREAOED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33% NCRIASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Jilin USED IN THEIR ANALYSIS. FASTENERS SPACING TO i9o- HAS BEEN DETMI NED IN C 3) MINIMUM EWE DISTANCE OF RAG SCRM. INTO WOOD SHALL BE AS INDICATED N MIS ORAWPr. ACCORDANCE WRH N.D.S. 2018. PANEL'S r 1 SmIM El 5 ALOE OR IMPACT AND WOO RESISTANCE HAS BEEN YE7DT ED N AlX%NtaMNCE IATiH SECTION 1609, 1.2 Of .4 YXAAIM PENETRATION • I 4' a- 1 1 ' C PEMTRA O WOOD BUSHING SHALL tE 5 6 20 SCREWS USED SHAD! BE 2 TOO MINIMUM ) / / / THE ABOVE MENTONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /OB14.01-01 AND P021902-39. AS SHOULD STUCCO EXIST, AMC 1' MINIMUM FOR WALLS MTH NO STUCCO. PER r - 23.OJ-T AS PER SS7D 2 90 a AM E 330-92 STANOARD5, AAE TESTING TAB SOUTH FLORIDAR / D CAL IONSREPORT AND TAS-103 PROTOCOLS, A,w1 AS PER CALCULATIONS PERFORMED IN ACCORDANCE w/ SECTION 1604 OF *1,E C.5) W CASE'. THAT WEGS( STORE. OR PRECAST REACONCRETE PANELS, STUCCO OR WOOD BOARDS FOUND ON nE EDSTINC ORLDA1 fl.pRtl)A BUILDNG CODE SHALL. PE LONG ENOUGH TO RC THE MAIN STRUCTURE BE/NNO SUCH PAHEL,S. WAIL RAGE ANCHORAGE SHALL � AS MEHflONEO IN C 1), C2) a C.1) SHALL 2) 2. ALL ALUMINUM EXTRUSIONS 10 BE 6063-16 ALLOY AMC' TEMPER (UNLESS OTHERWISE MOOED) SEE SHEET 2 to) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O THE RECOMMlNWRONS AND SPECIFICATIONS O THE ANCHORS MANUFACTURER. 1. AL ALUMINUM SHEET META. USED AT CLOSURES SHALL HAVE 3105-HIM ALLOY a PANELS MAY ALSO BE INSTALLED NORZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 5 (SHEETS 4 4 ALL STEEL SHEET METAL PANELS SHALL HAVE SMUCTURAL WALRY STEEL. ASTM A-653 GRADE 80 MAXIUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT MEAOERS('.D a13 SHALL HOT BE USED. ME DESIGNATION W/rY- 922 MN (AFTER ROLLED). 9. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS O THE STRUCTURE WHERE SHUTER IS TO BE 5 ALL SCREWS TO RE STAINLESS SIM 304 OR 316 A51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER VN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BLI6DINGS. Scott; W/ 50 Kai YIELD STRENGTH AND 90 No TENSILE STRENGTH AND SHALL COMPLY W/ F-ORIDA BUILDING CODE SECT" 2411 33,A. 10 EACH REGULAR STORM PANEL WRI, LENGTHS OVER 90". AS PER SECTIONS 1, 2, 4. 5. 6 AND ALTERNATIVES IW, 3W # 4YH ON 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AS $04 SERIES SAXO.ESS STEEL WITH 36 bi 4v1AUV TREIO SFRENCM 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS: SHEETS 4. S. 6 # 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKNG NSTRUCRNC OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE RONFORCEIENT DUFiW PERIODS OF HURRICANE WARNING I I. THE INSTALLATION CONTRACTOR IS TO SEAL/GMAK ALL SHUTTER COMPONENT EWES WHICH REMAIN W CONTINUOUS CONTACT w r11� THE BUILDING TO PREVENT WNW/RAIN INTRUSION (A) 7Q L8�PliG_P4MffiR-.C4EO.t= - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T,W. BVILDEX, INC ON- C-1192 P.3..) 12 STORM PANEL NSTALIATON SILL COMPLY WITH SPECS N4`ICAIED N INS DRAWING PLUS ANY eu#-DW' AO ION14G RECUILAIIONS -ED , 4' • . 7 -IN t ! / e EANx ANCHORS AS MANUFACTURED BY cFYIAI INCINc PR T T JURISDICTION PERMIT S APPLIED BY THE J WHERE ED 0 1/4'0 . 3/4' SOLD-SF7 ANCHORS, AS Dl51rU8l/TFD BY ALI R•DIM SCREW. BOLT ! SPECIALTY ' CO r fMI c J000 p.s.l.) 13 (a) THIS PROdm EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENEMC ANC DOES NOT PROVIDE NFORMAT - 1a-T P T r P TPRODUCTS. 0 ANEIW E FEMME ID ! ANELµttE PLUS ANCHORS. AS YANUrACfIJRW 8Y ELCO CONSTRUCTION 1/4.0 FOR A SITE SPECIFIC PRODUCT, MAIL WHERE 11E SITE CONDITIONS DEVIATE FROM ME PEO - ZAMAC FLOWN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (0) CONTRACTOR TO BE /E5PON IBIS FOR THE SELECTION. PURCHASE AND INSTALLATION NCLUORIG LIFE SAFETY Of THIS P A 1) MINIMUM EMBEDMENT O TAP'OON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4-, 2' FOR ELCO PANELMATE AND BAUD ON THIS P.EG PROADED W/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY H a/4' FOR LAW NA1W ANCHORS, 1 W THIS PRODUCT EVAUATON DOCUMENT WILL BE CONSIDERED 1AAUD If MWFIED A2) CALK-N k SOLD -SET ANCHORS SHALL. TE EMSE.DDED 7/8• INTO THE POURED CONCRETE. NO EMBEDMENT IRO STUCCO SWILL BE PERMITTED. I/e 4-20 SCREWS USED SHALL BE 1 1/2- LONG MMMUM SHOULD STUCCO EXIST, (I1) SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGWEREU ENGINEER OR ARCHITECT WHICH WML BECOME T4E� AND t` MINIMUM FOR WALLS AN" NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS 0/0 HEAD. ENGINEER OF RECORD (EO-N/`� F�O�AL� PRGI£CT AND NHO MILL BE RESPONSIBLE FOR 77VE BUT WITH WIfC NUR �T�_HE PROPER USE OF THE PE.D. FH�IA{hN OF RECORD. ACTOO AS A DELEGATED ENGINEER TO THE PXO ENGINEER, SW" SUBMIT TO TAS LATTER THE SITE SPECOV DRAWINGS FOR REVIEW. A3) IN CASE THAT !RECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SIWL, BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (i) MIS PEA. SHAH. BEAR THE DATE AND ORIGINAL SEAL AND SONATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENNTOED N A 1) AND IN A2). ENGINEER O RECORD THAT PREPARED T (a) T2E6151;N0. cortfl1TLaIDC,I WALL AS•N C-9D 14 SHUTTER YANUFAGTUMP'S ROBE}, SHALL BE LOCATED ON A READILY WROU LOCATION AT STORM - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I T W BUIDEX. INC. PANEL SHARER IN ACCORDANCE WITH SECTION 1709.9.2 O FLORIDA BUILDING CODE. ONE LABEL fE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.3 Or THE - 1 4• • 7 e' CALK -IN ANCHORS, ,k YAaEACRNEp BY DERAIL INCSHALL / ' / FLORIDA BUILDING CODE. - 1/4'0 X 3/4' SODU-SET ANCHORS, AS OUSTRBTEO UBY ALL POINT SCREW, BOLT k SPECIALTY CO - /I4-10 PAtEUMAt£ FEMME D AND PANELYATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTAUCiK7N PR,VI..OYIINUI ._1S•^E'a�.A:.T%.c/r - 1/4- 0 bAMAC NAAUN ANCHORS, AS MANUFACtURED BY DEWALT. NC 01) MINIMUM EMBEDMENT O TAPCON ANCHORS. ELCO PArELMATES AND 7AANC TOWN ANCHOR. INTO /HEa�'�tCEN,T ':�9 FLORIDA BUILDING CODE Non High VelocityNUT cons 20n BLOCK UNIT SHALL BE I 1/4• ALA 8.2) CALK -N a SOLID -SET ANCHORS SHALL. BE E390M 7/8' INTO THE CONCRETE BLOCK I,- NO 'Bf1044 T •� ~ 24 GAGE GALVANIZED STEEL STORM PANEL aaw'n, STUCCO SHALL BE PERRATi£D. 1/4. 0-20 SCREWS USED SHALL BE 1 ,/2' LONG WON. S"DULD X,.,,.' AND f' YNAMUN TOR WALLS MTH NO STUCCO ''. STATE �'-• - :T NR7/� PROTECTION PRODUCTS, UC. 8,3) N CASE THAT PRECAST SHONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD 80ARp5 &`. '20RI FlD b �`"•..... EXISTING WILL ANCHORS SFALi, BE LONG ENOUGH TO REACH MF MATH STRUCTURE �IHlNO SUCH P IL ECOINe WN: r TWIT 1CSTO.I a C •FRO S, 3t SNFAr \ "'w DFF, w. w aA N�pW, aH,wa A wr o.AC 21 20-173 'I. - li,n..H.,A' w"•r.�tl m-wl nNKc "eIpm-reme, .. ")4"E e»D ANCHORAGE SHALL BE AS MENTIONED IN 8,1) AND IN &2). F)IY /DIAL N .w.w.- - Mar - r PIMWIG w. NAHHbu..m ANTI PE YAU9GMTUwfYR CA-IOPl7 r FY:- a TO. r_ I. . v I.-- . I I _.- - - INSTALLATION INSTALLATION INTO POURED DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOC 61) SK TRUCTURES {�(1S7`AREA POURED CONCRETE DO POURED CONCRETE -' COIILAEFE SOCK OR ATE 9lOt'K p REWIRED ;/ ': REQUIRED. %, CONCRETE ANCHORS (SEE SCHEDULE ON.... SHEETS 9 THROUGH lO)) _(;', CONCRETE ANCHORS j (SEE SCHEDULE ON -, f SHEETS 4 THROUGH 60) , () EXISTING POURED CONCRETE OR C !r. m,r 3 r J tit' /p T V2. I,/4, REOIARED, - -SS.D. Yaw,-- 6 wQP �s __-- __ _. H r., 7MX. _...-- CONCRETE ANCHORS Ex rx 1 E 4 -r 1 SHEETS 0 THROUGH 10) I - . r Imo' rE i I :sir .Ill! I I ,-... ii 1 1 1 s ( r/ 1 1 J f 1 I L_. --. _.�_ A-_-___ 1__- H/lv-isr 1-- - ♦ _. T. T-- A 1 a. -M�fnL -- -. _t .. yv�.•.-tor Y 1_ _Ar E O I i ' I SEPARATION t� �_ TO CLASS. - ! CIw r Roe. "1 ,BALK ,TM Y1T EXISTING (SEE SCHEDULE R 'L' Mu.. 9 SfpAgA. aLWaua ro GLASS, 7 I PMI ra R4a (SEE SCHEDULE , ,BIN am T� 'I ) ., f . 1 1 tt I i CUSS I ON SHEET 3) \ , , PANEL. LENGTH 4 ON SHEET 3) ) , - 1 i I t (SEE SCHEDULE a I "O a.. IIeA. SEPARATION m GLASS 1 1 1' MR.. I t 1 1 ON sHEET 3) CONCRETE ANCHORS L - I. _ 1 ! PANEL 4 . .. i (SEE LENGTH 1 AU SCHEDULE 1 S ELL LEW H i (SEC ,f (SEE SCHEDULE ON /�, _ SHEETS 9 TNROLOH r0)j gEEPE7 j 8 , ON SLEET 3) - _.-'A. ) :-.'. _:_ ON SHEET 3) T t� s,ix A I I t 71(�.' EXIST 1 (/7�j -. DOSS O � -1 f 1 �' - f ", '4'r44HiY,R i "` 7 • t EDJJ'b.: i ., NCLD i. MAx. ,:: 1 --C 1 I ■ ,n• ac `; T n, , E O ( i .1 i ) "r' I ED I ED. 1 1 /Y I ' •' I I -f - E%,571NG POURED CONCRETE t 1e 12 1 Q.G !ii 1Y: AS AFPUCABLE),. . : I ,.. -.�- If1liiaOIrXOI ,ur �MtW A ' CONCRETE OCR 1 REQUIRED. -. TDfNCRETE ANCHORS.. - '� (SEE SCHEDULE ON J I -. --____.__ ) r `CS'-- -EQ Y 1!a'-m., sl MA w/ NUI • 12 1/t 0{. ( .: - - _. ___ I L - SI#,ETB 9 THgOMrN 10) ..f. _ _ ,. H __. ALTERNATE ' - LEG LOCATION r :.: W/ * ONLY WHEN solD ;; .::' SET k CALK-N :. 4 ARE itSED k w/ wHEa E%� POURED CONCRETE OR CONCRETE POURED ALTERNATE CONCRETE_ ptISf it POURED CONCRETE ANCHORS CONCRETE ANCHORS USED REWIRED. OR CONCRETE BLOCK REQUIRED. STAGGERED w/ BRAD (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 TNROt1GNLy 0) BUILD- SET iOUNT]ING EICSCALE 3/B.,`L .QC�iG SCALE 3/8-1' WALL .iOUNH SCALE 3/B••,' Y/MRI pt ,,NHIrN PVA,Non MEP..:...�f/l �� 3` . CEaS '' FLORiDA BURRING CODE (Non With Velocity Hu one Zone) NOTE FOR COMBINATION OF SECTIONS: E D. •EDGE SCHEDULE (SEE SCHEDULE ON TOP 8 �i70M MOUNTINGS CAN BE = 0. 44167 " s k * . * _ •:*1 i •0'• STATE Df - - z9p -., /r - - �ORIDI' amm xRw We 24 CAGE CAIVANEZED STEEL STORM PANEL I L E C O INcGLOBAL PROTECTION PRODUCTS. LLC. .m lr. 5+ slow syll aMww'N. W/r/7 a,< SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY "4' yyF • .. •••G f Za,O` „-N.w-: ,WrNw:lasaA n+r Nr,COWS---.s: Raw n-- P.Ow.(Y.).0-76N. 1M"E• rAc OW)FN-s717 20-175 INSTALLATION. NHN W9 - m,w,c w. I.0.� -•.,INHN � (ALTER A ... IL - - Nt r61 ♦aN .4-0 0 0 17, � N -Cu 0� 0 U NCL C 0 O C 0�. Cu -v � .& U 0 Cn C 0 � � V O CU -0 'i 'I 1;n � C 0 0 C= CU 0 - Cu LL Mom- O CIO > Cn . ^' Q .0 VJ C.= pC N ii N -0aax C IA. a+:m .- CL. " t 10 CC -` N Vm mm> c xS 4 V = O =W. °'�v CD - = > X"� w C L'0 O a, L.7 A4I'I Z - Z W J INSTALLATION DETAILS FOR REG�tLM PANEL 1 v POURED CONCRETE QR CONCRETE BLOCK STRUCTURES INTO W 10D STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL I INTO WOOD -- .- . -. _. .. - -1 - - 1t'_ ..__..__ Win ___..-___ 1 SEPARATION ANCHORS ALTERNATE CONCRETE I , - - `trSEE SCNEDILE ON I ,I _ (� t!a'•-m.I. ... 1 SFE 9CHEDIAE I - 'T- 1E LEG CONCRETE ANCHORS SEE SCHEDULE ON ' , SHEET 11) _. Q CeA„(W% ,eAo edA i (ON SNEE! }7 - 7 - eDLFE..0 a•A8• (Mb,.) E%)STMRG _ _ _. __ .AW ' " I -_ SHEETS 9 TROUGH 10) EX1571NG POURED CONCRETE I - - - • • a ,/r OC. _. _ _ _ !L _ l OMPF fQ a4 YFAM REOIIRED.SERT (SEE SCHEDULE ON E7 BLS CONCRETE- OR CONCRETE BLOCK I i.- -.-__ __ -_ _ _ - Ti') SHEETS 9 THROUGH to) REQUIRED. /. .. I � tB4r.H M - Cn �J --E.D. - .' LOCATION - := - - I 1 E%IF'1i�T-1 l-. -.I PANEL LENGTH REGISTERED ENGNEER aR t IEWCED. yTERNATE LEG !. %. (� - __ . _ - -.I f j■�/{�'/- 1• lu, ill" TO OE CERTIFIED � 1 N� EXISTNG POURED �� / ( QN J �I I� `Lf WOOD ANCHORS .�... 1 GtA55 t /Cy 1 !._. _.__-_ (�E iCREOULE ARCHITECT PRIOR TO SR7IIER t � _ 'CAS' COAL7RE1[ REOLAEd SHEETS 9 TI1gOirAH 1' i ' V (SFE SCHEAALE ON t 1 A- _._._ - ii-" r- ON SHEET 1 FOR NSTALLATION. .l- - % __,• ,•, ,. - 1/4' SHEET 11 HN��QI 1 `/`-- ' WOOD ANCHORS ALTERNATE WOOD ANCHORS _ .-. 1' MIT. - 1•.r Hpt wAaol YEA %%I _yr /,){,•jT.' r•J/fps. �� f - _ ON ON _ _ . r:-r.!/,, ,r�. /': i /ifJ ! _ w'. Lo_ : --a iuM twrw-B90wr w ) r L1 _ ) S/IEET ) - w - a w/ lur MAX -µOE SO% - --(SEE SCHEDULE (SEE S@1EOMIE __���� I'll ,. 1 4' .ice 1/2' ,/4' J/z' ..-TQI SPACER I OF Y• SHEER IJ 11{G Iw,«f10Et TSH aDEW -_ // i. I/.'�.r ss. Ma w/ - • .I . 1 ._) -- L.-J 1 )1 J/2' s ,/s' .a MAX. l MIL : ''', ' I 1 .. - LENGTI' H 1 "- MAX' � f,0 E(l 'L�! 7/4. a ACER CD -C- _ _ W .. - -T _i CONCRETE AKIOK ..;? •.3 +!z•0.4 LIMA -i-_ _..i 2• E -. .. L WOOD HEADER 2 EOI '. ;( - 1 ( - ^' W t ( (SEE SCWDIJE ON -----. --. _ :: 1 REQUIRED :,� ),,. , -" - ----- t -- MAx. wooD HEADER .. -r1/2- _-_-_--- _. EQ- fA rff SHEETS 9 MROIGH 10) ' ,� I EQ '' r` Km. r,;, 1ell E I H I ANTI-67.r -, :f . , 1, s1 f I I - -' -'` - - ---- i 1 -- f - _ - -N REOLR(ED _ 1 _ , r.-a,• J 1 - i �// , E's O, wn aun - f I t , �� EO t E705(IRG (� - I _ .. _T_ KMa e6us 1 1 U. /' 'e • e try' a.c ,¢ I _ _ ) GLASS -C '�-' i t w • a ,,1. oc 1 1 j% '".3 ti %• , PANEL LENGTH "'---� 1 I _ i• MAX. LONG ALUMINUM SPACERS C/ 72 J/2• 1i I WOW ACHDRS 2• 1, 1 { �'-'+w�5-8 J ED i:'. . I ✓, r:..�i ..:i`�, i (SEE SCHEDULE f j LI I I -®O.C. SE[ TABIZ 1 QN SHEET 71 1 1 (SEE SCHEDULE ON : Nh. 1 =3 CIO 1 1 ,f 1 to GLASS. ON 3 I N GI/SS. 1 C I PANEL LENGTH T- .I SEE N(ROTE - BELOW FO! LIMITATIONS FOR 1 INN. 1 ;. SNEEf /1 ': 1 1 i f 1 1 FOR SDA`d:R 1 1 i I ! 1 SWEETS _ r _ �j� 1 1 T 11. ♦OLD w - r J. 1 ! ( SEWJ++ITYON I 1 # I •L' I" t '� / ESEPM %. i f. `l7._ 1 _.C/ I. _ IFa r�'r I .p 'a' SPACER ®® S ON SCHEDU I ON SNEER )3 E y, -. 1 OH SHEET L 7 7 2 LONG SLEFVES. I SCCHEWLE I ,nYm,- LL.. , c -f1i '� SCNE7%AF f- ET = OIa, r.e•) 'L' Mo. -- n (SEE SCHEDULE ON S - .. I . � a . 'L• MmI. ' (� �� � I . � 9 k 10 FfL, R I (SEE SCNEYJ'F ; tn'P-a0r, <SEE SCN T 3) 1 R . : _ � .. i (SEE BCNEWLE � - i : PLUS SEE SO4MLUDONN S EIT 11) ± ON � Ef 3) - ..I ._ �,. � r 1+,�EE• SCS W�DLR.E� 9HE�Et 57) I I/.-.- 7ltr L• T _ .:.. Aw FOI ravel �T 1 ; MATE FDANX OR PAIka � i MAX N,H ?- - - IDIcnH D.w T•a•) 1 T A a � 1 1Mn, I f - IA,wXH aa, 7dN 1' MAX 1- - .._- .... _ _. �. ( _- Ta a +� (SEE SCHEDULE O I 1 PANEL UNDTH 1 -. :, AT f t r_'T - f, T3 OLD w _ t__. (SEE SCNEWLE T -- // _i 18wN OAW T-iT PANEL If3R0'TN R 'I d 1 I I IDAm+DW7, T-ry E7QSTNG _ 1 ' -Air. - _ i I ON SHEET 3) I (SEE SCHEDULE 1 H _ __ - _ PANEL LENGTH - 1 1 •., I 61C FOR aMe I 5}PMATDN 1 ' � _ 4 - 1 (IL Fa nP6 PAIiEt. LE74CT7 1 SEDARAtXXt 1 O+ 1 ON SHEET 3) 7STIg''•E _ { _- TO GlAAS. ! 2'.a' WDOD - - . B E CATION 1 DI, ,yS - 1 tX/LSS 1 I GLASS ' I - _ -- H GLASS - -3 (SEE SCREIXAE- i _ PATE 7ffWRIED 1 t ' (SEE SCHEDULE EZISi7N�.ij j IeoN as r-F'1 ON SHEET s) 1 iNf l_ -..._ A - - - -- -- -�- \ r aN SNEEt 3) DIRECT MOUNT W/ SPACER �111 (- 0 r I „ 1 ^9 Sb% _.. 4 I I R 1 �_--- .L-.,._: ON SHEET 3) '�' I I DL 1(SEE �/Ed1lE --__,/ - ._. .., _ i --4 ) __._ 1 I 1 ON SHEET 3> OFF -L j r .. I (( {t) OF ti. I 1 O 1 f -T,_,_ 1 __ 7k (��'A ALTERNATIVE 2W' I 1 _-_- - Hy: __ U) - ' - 1 I YIP,,. i f r. 3 1 1 W'X_ [ ,�> i 1 ; 1 t� I-�r� 1 `},� SCALE 3/8.1' I 1 %0 . we C .. r11 4 _4 -- - 1 s 1 1 50% 1 JJ1I 1 - SEE TABLE //1 ON SHEET 11 role MAX,PANEL LENGTHS k 1 1 `:/ OF V r-� � } I 1 MAX. t I E D eLNGTN 1 O .L, I 5% MAX. AID DESIGN LOADS FOR THIS INSTALLATION. 1 -- am I i EA 1 -SPACER . I ; I SO% I 1 ♦ 12 1/2- O.C. 1 I n 1 _. __ ,�, e 12 T/2 ac n , MAX t MAX- tro i ( 1 �J I ,/2' o.c. H -J 1 I _ __ + l I , y-m.r - I I- 1 i 0 E . • - 1 I t 1 EQ 4 v J�2. a) I , f NA6 IOUs ' C --- - 3 {' a 12 1/2- O.L •r-(-L- 1 --- I 1 I NO FOI 1 1 , WW-iP.r CONCRETE ANCHORS Jr w • a In' oe CD,ORE![ AlCHIORS - 1 ( I A 1 -- ALLOWCO T I EO EXISTING POURED �� ;,�.. (SEE SCHEDULE ON , (SEE SCHEDULE ON 7� �� 1 ..- - _. C �,�•' � `. EDGE O wAlt OR SUB SHEETS 9 THROUGH 107 ? ri c.r SHEETS 0 THROUGH to) - -o2 1/8• LONG WJL. MJMNUM f .-.-fto=.__ YrIR Y LM' K--...-_ .._-_ _ __-___.. gilt ,�+f W • ;5�. (ALT. CONDITION) ''� $ sPACERs e 6 1 1' O.C. VALID FOR EO I,: _-, I . _. I ADGEED/w STUD I O __ _ * * HIM. 3/• �!; 6fHHG POUFEC CONCRETE - ALL OLSDIN LOADS AND PANEL 1 .a (SEE SCHEDULE ON , +r[• lOMc r: _ •%B' WOOD -r sN¢T 717 jj 2',REa4I� PLATE �1D00 L r r ODNNCRETE BLOCK EXISTING POCaBA CONCAEIE __, IDIGTHS PEA SHEER 3. ! b) BNNilA1f011 B IIIRC W A OaC flgY MSLDI11p8 w1I11 D'-9' - I _ �-` biGK R£OUIRED+ CONCRETE ANCHORS__ REQUIRED. OR CONCRETE BLOCX 2•.4• WOOD - ._ _ 4 *M=. : WI MR M7 MMW 04 M 4 IOA101gN FROM AR _Cu aa. (SEE SCIE THROW ON .`✓,141 REQUIRED : ,' MAX. LOCO ALU(SEE TAB SPACES • PATE RE AIRED - - W000 ANCHORS I 0ALM UDW,T OIAbiRY 00"1m ON new 11). SEE SCEDULE QN _. __ ., a/a' SHEET 11) (Sm 9 MROLOR f0) ED,--- t2 1 2' OC. SEE TABi t ON � I. A. .. ,. ( .._U W ;. - ' ANCHORS $HEE WOOD ANCHORS `_ / ( % - STAGGERED W STUD MIN, SEFWVMM m Mum re1101p 2'.4' WOOD " . SHHEETS 9 a f0.) / tN !r♦it 3 War t HIl>l4LyD ro ,/4' A; . ' I PLATE REaI)IRED !{ (2) A,oeIB MONO FIRM OMIPO EM M "ft WIRE rBOIME c pe � SHEET IT) _ -. __,. I... (SCE SCHEDULE ON IOM1 As TRIG FOLLN)ENa EaNartIDMa AE i -. ___ _. € P4Ae. wMll FWD 9,+A1 K YVARD woo" AT a try' aC. _ I_.;, sHEE7 I1) oowt80 WON I i at fuib WyR80164 4Rw, ,2 qr oc SPACNO ALLOIIm ON ) 2• SIN, _._ - - CEILING AND W MOUNTING - WALL MOUNTING /DIES MOUNT W/SPACERS (M OR I>J1i1 tt) Ilamw Aso , -0 .m.l. E (e WL a YDE NAB LVNm o LWWO m w• a AN OPDNC -- {{ MDw W .ea -es µµA. I SCUT 3/Mt• SCALE 3/e",• i Mae W A IEMIIL9wi FROM Valet FARO. LONDON AALARED ON SCALE ]/e.,.Cn O) wp1,YAAM BMW P+n4 WON B SnEpR6. Low ,} ■ - ALTERNATIVE WWALL MOUNflNG (3) SIM PANEL SOfMARM E ONLY Cu I (•) elii �0eU1LA�tta1 at01"011n/�n s�iW roui Al MI/°°La1L7Tm a I BUALT'ERNATVE 44w� L AL TERNAjIVE i w I Nro AI ETmI W s00o FROM w, tL SCALE a/M! ` wAn FIR wa mrs 1.: 10 3 AN avoBEO rF ARM SCALE 3/e. J • L0,aH SCALE 3/e-1' NMMANIN1tHN�N SCALE 3/6-1- 1 (A} 6TO LA W AUD a,LY MR wm C ow AW! M iwa (TM fOnOp a 1,E ROI,OA AM Hpile ole. mo1.3a3HuABME I ER A.T//i, Ea .. T1(� I Eft A , -v-_ _---_ - �... * �kEa �� w . .ALGA 1- /l a? VGEN ('%}Y FLORIDA BUILDING CODE Non High Velocity Nurrlcono Zone) ems: �►: ' JGEa '�� s FLORIDA BUILDING CODE Non High VNocf Hu cone Zone)NOTE FOR COMBINATION OF SECTION ; s �• 44167 Tn FLORIDA BUILDING CODE Non h VelocityNut cone Zone)2 ''.... 1, INSIALIATION ARE ONLY VALID FOR IUU!- AS.D a wmm N.ROR, .c TO. I. INSTALLATION ARE ONLY VALID FOR VAX. AS,0. a m TA10:0. NC Fi, _ ' * amO ft?= m F.P. . dd167 's 21 CAGE GALVANZED STEEL slaw PANEL aAN WP, WOLF FOR TTON OF 5¢CTIONS: DESIGN PRESSURE RAHF%`. (p.s.T) AND PANEL LENGTHS = No, 44167 r 24 DACE GALVANIZED STEEL STORM PANEL I W,H TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.w.f) AND PANEL LENGTHS •q $ATE OF 24 GAGE OALVANtZEO STEEL STORM PANEL MALTY n, i * * . * 3: * .. * . * `e �r COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 y 9'• Q ATE FOR fdIBNATIDN W' STC110 . _ = _ O3137/mm TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MOPE ��3L cem/� INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD SOL /(0 R4 C'-. r prnAD" Z E.D. EDP DISTANCE g•d,9: STATE _---... 11Ne-GLOBAL PROTECTION PRODUCTS. LLC. Ylc COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') s`y' STATE IINN:. L.Oai11. PROTECTION PRODUCTS, LLC. SAE, MEMBERS TO BE SOUTHERN PINE No 2, Wf SPECIFIC,--' ILIECO INe- CWBAI• PROTECTION PR0011CTS. LLC. am (SEE SCHEDULE ON TOP g BOTTOM MOUNTMCS CAN BE p'• f p Mew 6r r II,WQ1 INSTAtLATK)N. O F - l �M_�, Ti F . LOR1D Nm €.. s, srX¢r / Lew s,r. 3i tt1eET Z SHEETS 9 k 10) COMBINED RN ANY WAY TO SUIT ANY ALP • ?U,•RO w r w_ r r aw w«01A n a+« �• M• wt4 20-1 i5 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'A' LURID . �„ .RH a .,Mean « MIAE FL 3t11A DENSITY OF 0.55 OR EQUAL. ALA DOME E a r_ 'AA7,muI„1aN u r wa ...., wMspa w a,. Ycc. st 3uu 20-175 7V N.I.: plq �-1.« - I.: UrR M/-NIL N1«G (W7aw-'7MN6 FAIL (9M)Na-07a7 w::. Urw m-+AN . r.. W FF,-lAI P:aW: IYNMes-T6Ne: nM LRYXIO.6Ra7 20-1 75 / A... Peter ,.. (� t ,-.,m RMOYc LIYNw-DNA FAC tbN)w-stn INSTALLATION. %Q A - t w,..r- oRARBc A.; MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S.� •.....LIE ' Owa•ro. w ' .•.+:.Mar.-. - D8wao R,., IFIIMeI 74MF/OAR �- G-000AN - ` G-aBNN G-ITUR DENSRY OF O.SS fM fOUAC. IaM r,.rwr - w. ,sYHr DAMON Y. .ar.N - Mar warWr - e,I,ER ATilt Y.. P.0 „° • TMIET I R f1 M ,IIElO•R WV -TER A MLR a. P6 {+ AM R+' - W Cr t1 F[. S2AVw«M1AE/O•JE s4L1FA A IILLJr Jr., PF ,« MQI T pit J 1IF I a SHEET NO. SH 1.3 Y END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR, UFE SAFETY & E-Z HANG STORM PANEL 01) SYSTEMS I 1 1 M- OR Cp1p1ETE VARES 1 i ` 7,M4' WOOD rmw D►r w. H-14.OP & ® N¢WMe[0 906E-T6 ALLOY '. AItY. fml 3 - INVOAHCUE 2* D.. .� ±J�) TAPEC41 • 12' tlC. �• TOURED OWdKTL ,wwGMl ... lam!! M SoUufoa 2•µ• PaOo POAEO E 1 ,/4Y . , "re7APCON ?2 ANpIM tY O.L: 11(1,r 2iie WOOD DR® �'+ 1 RfaUlll[D _ sIle CAP e_ 1 .:. s .. 1 M FLttQ -, i TAPCO. ANDMq . 1 1$; 7. m K TLMMIE LEG DGTCHVARIES (1 .¢ r . V.4wcod: 7�r 90< L hA t+,• nlw. AXQ[ OR 40V 31a6-Hi54 SIDE! POIXaG CONCRETE. COMCNIT 1 --•i (_ YIY[a+ ,METAL I'M TENT PLATE BLOCK OR 214• WOOD TWA* F 1 4' K ::: 1' ltm-- t� : 1 IT.• i !-- (' i RLOUNICD jrOR ALL 2 12`l 6oa7-TO ' 1 4 C0. ALINL MIQCOW. / Ya.. Ile 0 �'P4'. 0 t11 Y Oc. G- Si05-Na. OR OOTs-n ratOY w/.McuNUT COAL AYm, NwXE CASE A (ELAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1' SCALE I/e. I- SCALE 1/4'.1' SCALE ,/A..,. SQ D-SET OR C4Ut-0 . , E7pTtT1O �. POVRED CO+CREIii_ 1RM At ORO A:A" __(3 , QR taNCE1E ow -70P, BORQI OR IMNF11M1E PLLI7 (5fE 9.31( CMK9N3E YOCK OA � � VARIES 1 1 J ON 2'.4' w000 SIFT OF OPFMk SCHEDULE ON SLOE f. _ (MIN. PIVEL :. .� O i1MB I:OUP,ID AS APRXAlE 0 • I.) - OVERLAP BEYOND ?� PRAIE r Mt \9 1 OPL7'PNG m0'MJ . '� ?M, -.. • . .- - REOUWEb -.4 J. ♦ Yc� j/a /�, I tMRAs� ---(t ®L4% ,'-;) IeDrt w/ wlfilaRm rA0H1' • J S MALE I �� KWL (ruEYCBW, END PNNL)m X . 90- DISTANCE °� '� w --- CASE G (PLAN) '/--•� _ i,•�1 •f ,LG{\.QT±+M-A•I:Nn,,cI/4Y1a3OPUS SCALE T- Y°.`e.'c ,m�M1' IN FOR DIRECT ONLY �_!/MOUNTION ,M,•rac •�:'' 's� VAUD ��GENSE''l:✓9 CERTIFIED PANEL N6UUATIOh ATTWAUS w/a 3% '• No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4' FLORIDA BUILDING CODE Non High VdociN Hurricane Zone CASE E (PLAN) CASE F (PLAN) = orE OF � •am 1•>�. NC 24 GAGE GALVANIZED STEEL STORM PANEL N, SCALE 1/4'-1' SCALE,/4'.1' Sy ,P�. 'CDRIDP•.'4r -ok*N I` 1L ECOLao. GLOBAL PROTECTION PRODUCTS, U.C. 07/amm TNNrf��SOyMM� aem f34 51 WNW QMI. it 35714 t hw Wq =uM VI_,Aq PIIQt (W)Yq-76M, FAX T2 ,,,W-a B7 2D-17s PE sx Lao M+1Awm n ahemf7 W �.». .. -r �w ORM+6 III, A TN71 A- PL ROOMN MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL &NISTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 5 & 7) MAX A.5.0. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON SHEENS 6 8, 7 APPLICABLE TO k ANY OF iHOM I MAXIMUM PANEL 1EJIM i (m) TAPCON LAG SCREW PANELVATE FEMME RD PANEUATE PLUS(v.•.r.) ,MOOD BIfilY1G Ir 13' 13` 111 (R)P) 13' 13, it IS' 13• IOU (BOTTOM) 6 1/2• 6 1/2- 5 1/1. 6 1". 0 1/2• 2w (LOP) _ - 1 e 4 t 2 1z 6 1 4" / eqR.• ( ) OR LESS e e• s� a' -t3_ _ (nl7rlal) ___i7V. � 1J" _ IS• � _ __.t3` ` +fS, OR LESS 13" 73` t3""y- 13' 1T (BORON 1 3 tY 13- /• 3 6, . / x w � _- 13• Ir Is- Is. SWIw M�.� (BOTTOM) 6 1/2• 1 8 /2 - 1 0 /2 - 6 1 /2 - 1 • 6 n ((OP) > ,_D. TO 4 1 n a- B I Y / 0 1/2- - (TOP) u'-s• 4 t/2- •IJ2' r -12 MOTION) to 7/2. 9 1/Y -_ 12' 12' e_ w (TOP) ,3 13- tT —,Yr Ij2 JIM MOTION) • SEE TABLE %i FOR MAX A.S.O. DESIGN LOADS t MAX. PANEL L£FKR6 WHEN SPACER IS USED. CORISPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. PRESSURE RATING J.I. (p ) MMOAOM NICHORS S+ACM FOR E.a • AS SHOWN ON SHEETS 6 ! 7 APPLICABLE TE1M 0&4= OF iHMpl MAXIMUMDESIGN PANEL LENGTH fl. t ) TAPCON LAG SCREW PAAEUf4TE FEMALE O PANEUMTE PLUS (FOOD susho46 IS. it 13• Ir 13' 1W Is, 13• /r Is- r IOU (6anow) 6 1/2• 6 1/2' 6 1/2' 6 1/2- 6 iJ2' NP) - T - e14 u II i ' a' 6 1 4' - _OR (TOP) S•-O' LESS 7 1/7' 8 - 7 1/2- -- e• or -- `- r -- _ 3W (eonDw) -- Is- is" --- 13--• -- -13' (+CPT +45-45 TO .75. -73 13' 13' lY 3 is' (BOTTOM) 13` 13' t]' Ir 10• W 1r tr -- 13" it 6 Ile AW (BOTTOM) 6 1/2- 6 1/2- - 6 1/2- 6 b 1/2- 6 1/2- (TOP) - 6 Ile 12 2 6 Ile 2W 4 1/2' s• 7 t/Y Tin• 3W (LOP) r-p s• /2 5• a' - ---' 3W faDRou) 13' 5 112' 40 (TOP) ,r 13' tY ,3' 10' 4w mm") • SEE TABLE f 1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORMSPOWNG ONLY TO ALTERNATE 2W ON SHEER 6 JwA.l;L a A.S-O. DESION LOAD �NPMEl 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSf 51-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FpAkE ID OR PANEL MATE PLUS ANCHORS g W/ SP AtN %Q, 1/2' O.C. I/4Y TAPCON. ANCHOR a o' D.C.- INSTA LOTION DETAILS INTO POURED CONCRETE .. POURED lkOCX if f BEGUN" FOR UFE SAFETY PANEL n ON CONCRETE BLOCK STRUCTURES ,/a-s tAPCON ANCHORe 9 0C - / POURED CONCRETE& OCk REQUIRED.._ ff: {�j\) 2 3 _r 0112 1 ) I'd I 1 1 Qt I I 1 th - � 1 S �rvwsnrav 1 rmm alet rd! I I I Sil Y' WAS. i ISAM"i.I j LENGTH -I'-W _ _ tt.. _. _.I - -- SVE (SEE EM7 1' IOU,. t2n ON SHEET t?) EI16fllG POURED', LO A CONCRETE BLOCK CONCRETE BLOCK REQUIRED ' IS 12 tn' o.2L7E n- ANCNOR ,D. SEE 94CM I9 A. 1/ NOR ANCHORS TM a W0904 FOR a6GUdaMS YRO wa00 PRATE NULONM MfAAAY ANCHOR 9MCN0S AND ,ANWLA, I= DIVAMX ARE NONAIED ON 1N9 SCHEDUL MR E.0 LESS I- IMATED ON fTQ=a REDUCE AMAIOR SpACNa BY MM.WEtm S►ACM SHOW ON 304DULE BY IE muco•+D FACTORS. FDA us CPBMIION 70 WE REDUCED, S'PPCB16 WAND UW FACTOR sH LL NOT BE LESS THOU MKMLAI ~NC fa MMI) FOR EACH ANCHOR TM ON THIS SOUDIAF- ,Je 4 t/41 Nlolow 1"FUN tAlml MIMRI mom sm" W S S IMMSM,MMW Otn•Y O.) ] 3 3 3 In a 0-11 awP•M tw,• (NJ JWAIL Si APIR RAT Nam 'Ir O3e _- -- a - r oaa- ,.m 3'Ir - - 1 , /ATI i *-SEPARATION 1 1 TO CLASS. _ 0.. /aY-SO1�r,'�ATB AT 1r 7 EIUSTR)4,R GwPPE1R.iD' 1 ccwa R t , 1 i MAX PANEL IVATIO 6 Y i ELEVATION _T ON ON SHEET 12) A I I Ti E fXISONG POURED COCRETE 1 1 - CONCRETE BLOCK REQUIRED. i' � � (fFVO'O1 . PANEtwit -_"A _,- AW24OR (BEYOND) WALL MDUMOM SCALE 3/8-1- BUILDING fLORIDA BUILDING CODE MAXIMUM A.S.D. DESK{ PRESSURE RATING (p.s.fa_ AND CORKSPONDiNG MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 rY 5) MAX. A.S.D. PRESSURE 11.I11; ((P17 MAXIMUM ANCHORS S'/CAq FOR MIN E.D. PER SCI,EDUIE BnOW AIN•lX'AB•E t /AUOINMIF ID AIL) VAX. AS.D. DESIGN P RATING6 MKVM W ANCHORS SPACING FOR III LO. PER SCHEDULE BnDw SO APPIXAMU YANYLR/ LENGTH ') TAPCON SOLID -SET PAHELAup P ZAM C-NMIW GLK-01 rAPCON SOLD-SET013-13r P h Pm 2NMC-NWYi CAUL-w OF /NfAI W W m m m ToPAM a M m m w m'OkII W f OR L65 t3' 13' t3' Ir 13' Ir 11` 73' 13' i]` tY il' 1 P ) S'-C dl LESS + . -45 TO +60. -55 lY 1 S 1r 13' 1 r 13' , Y 13' 13 ' 11 , n I ) OR SOR 1OS tl• -T3• Is, Ir Ar 13, Ir 13• is- 13, ,3' iJ• , (9O1TO1) 13' ,Y 1r 13' Ir it 13' Ir Ir t1 i/2 ,fwrm) Ir Ir Ir 13' 13' tY Is.1Y IS• 13' t 1Y T PION U• Ir 13• IY• Ir 1]' tr tY 13• 11 In 2 (TOP) U' it ,3• s' 1]' Ir 3 , • 7 1 • ] tY • 3 z BOT1W ( ) ,J• ,r ,r ,r,r • 1 • ] u- 1r ,Y 11 ,- n 2/3' (eoTtal) r s 3 3 r J '•11 _, (7oP) 3 3 r 3 1 1 n 3,Y (TOP) - - 72 ,/2 12 t/4 a ,/4' 6 1/P 2 1 17 1/2 - - 6 ,/,' 6 IJ4• J (BORE/) - - 1 1/2-12 1/1 a 1/,• 6 1/4- 12 1/2-12 i - - b 1/1' 6 1/1' 3 (BOROMd r B" 6' B' 6' 6• 6• e• e' 6' 6' 7 +J2' 4 (TOP) e• 5 1/2• 8' 1 e' 8• b 113- 1 6• 7 IJY a• IF a• S' 4 (TOP) 13•- 13` 1J' _ r 6_ (BOTTOM) 8' 13 ] 1Y --- 1 8• 9 a• a' 6• 4 00T1OM) Ar 13' V tl' Ir Is- 1.3 - Ir -_. is- _ IY tr 5 (TOP) Ir 13, Ir ,3 - ,Y - 13• t3• -- Ir- ---it 13' 1t t/2 5 {llXh --is '_ - 1 ' , " _ J U' - ; - 3 Ir t3' •3' J_ - 3 (BOTTOM) 3 r -- r 3 s ,r t J (BOTTOM) a (10P) - 1]' 73 13' 1]• _3 13' 1 ,]' __ t]• _ 13' - tr 6 I/e ,J' 6 ile 6 (TOP) a a0'IT.••) 13' tr IY Ir Ir 1J' 13' IY _ Ir 11' t3 tt In - 6 Ile 6 11C 6 Ile 6 1/4- - - - _ - - 6 I/e 6 t a' 8 1/1' 1 1/1• - -- � - - 6 1/4' a Ile 6 (eOTT.••) tr S• Is- 10 In Ir T is' 'r 7 1/2 5 1/2 13* 4 I/Y I (TOP) ,• SO te-e is' r 1r 13• Ir B in' IF a 11F 9 In• 6 Ilr IF 5 111 1 W-r 1D r Ir Is' 13` 0 1/2 Ir 9 I/2 10 1/2 7 1/2 IS' r t (BOSTON) Ir 7 1/Y Ir 13• _ Ir IV 13, to' 11• e' it 6 1/2' 1 (BOTTOM) 5" ,3' 10 t/2 13• 7' 13' Y 7 tJ2 S 1/2 ,Y 4 iJ2' 2 (1DP) ,Y 6' IY 7J• i3' B t/Y 1]' a IJ2' 9 tn' 6 1/2• T9' a tn' ? (tom r 13• 13• IS• 0 1/3 13' 9 1/2 10 1/2 7 1/7 13' 6 1/F 2 (BOTTOM) 13' 7 1/2' 13' IJ' Ir to. 1Y tq' tt' 6' 13' 6 fn• 2 (BOTTOM) r77' 7•,r is• 13, 9-t/2 13, ! 9 1/2 10 1/2i 7 1/2 +3• 6 Ilr 3 (TOP) Is- 7 I/F 13• Ir Ir to' it to• it" w is, 6 1n' 3 (TOP) +2 ,/2 /4 I/ 0 Ile 6 IJ4• 2 112•'6 IJa• 6 1/4• a I/4• 3 (BOTTOM) - tx +n 2 I/2 6 I/e 6 1/4' 1 1/2 12 In - 6 1/4' 1 1/4' 3 (BOTTOM) 3" B• 5 I/2' r 3 1/Y 4' 4 I/2` 3' 6 1/2, 3' (TOP) t 1/2' J• B 6' r 4•'A• 4 In• 3 I/2' a 1/2- 3• 4 (TOP) _e' F S tn' - 1 1/2• 4 (BOTTOM) B' - 6• = 6• - B• - 5 1/2' - 7 1JY - 14 (90110M) T 1r 13` i3• 9 1/2' 1J' 0 1/T' 0 tJ2 7 tJY tY 6' (LOP) 13" 9 1/Y ts• _ ts' U" t0' tY 10` tl' 8• it 6 tJT' 6 (TOP) _+r tJ' 7' 1r 1]• 1S• t 9 n 13 t 1 9 /2 +' 10 /2 i 7 n ,3' 1 a n 5 S (BOTTOM) ,1• 1 a /II' tY 13' Ir 10' 1S IO' 11' B' F3• 6 I Y / s (BOTTOM) 13" S' tr 10 1/1 tr T it r 7 I/2' 5 ,/r 13' 4 t/1' (TO►j ,Y C t3' ,3• U' 6 In• 7J' 8 1JY 9 1/2• a ,/2' 1r 5 I/2. 6 (TOP) B t//' 6 1/1' 6 1/a' a ,/4' 6 i/4• 6 t/4' 6 (6OTT«) YE SHEET 11 FOR ANCHORS TM a SPACOAC FOR 111STALAnOa INTO WOOD rMAE SLOaM 3- • MUMN AmOAW1 SPAC010S AND MIMIAI EDGE 0177AHM AWE RACRTW ON THIS SCHEDIAE FOR ED LE6f b" 4"XIED ON SCHEDULE REDUCE ANCHOR SAAC94 IN IAA71RLY0AL 9PAC'a9 wow ON SCHEDULE ar Tot TOLL66PO FACOW FOR THIS OPpIaOM 10 IS POSSWILL RFDMCID S►At 09,ARf.D USM FACTOR SHAM SKY! BE LDS THAN MAIMM H4ONC FpWFO TED R FAQ, AMMIM TYPE m THIS SCHEDULE . ,iP• I/4•f 1py Ip4 tlty ,p•. AODM IVPE moon DrA-N .No -AFT Im D.MF-NAw womm momywt# O (N.) 3 3 3 3 2 Itr I ,n A•e�eMaBF A'ENew[ W 3 3 In• r 3 3 t/r S omAw9•es wMu 3 3 ,/Y 3 'A- 3 t/2 3 "r Alm am man FAG1011 7 Yr ,OO ^ SPA(3ND5 gHNLY tIAL0 WHEN SPACER IS USED. SEE T(,LBLE /t FOR MO. HIS.D. DESIGN LOADS k MAX. PN4EL WHEN SPACER fit+ IS USED. r MAA. D.M.,(j), INN. VorO - ----- - -.. __._.- ---- - -- - - 0 0 0 0 O 0 a �- 1 � I 1 UBlF {/ A LSO, DESIDII WAD �MPANEL 40 PSF OR LESS 6, -Ir > 40 PSF M SO PSF 6'-2• > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE Y VALID FOR MSTALIATIONS W/ SOLID SET ANCHORS k W//" SPACER AT 12 1/2- D.C. .ANCHORS (SEE SECTIONS ! ALTERNATIVES ON SHEETS 13. 14. 15 Art O) +1_- R-IA/13. R-2A/13. R-3A/14, R-!/13. R-2B/13. R-3B/14, 3- WAX. R-LAW/1% R-2AW/15. R-3AW/15. + R-16W/15. R-29W/15. R-3EI141/16. I, rw L/2 t 4"e-20K1• SS. SOLIS Wo i •L• I (USE FOR PAMEI LENGTH - O - !I PANEL LENGTH REGULAR STORM PANEL. I .REGULAR STORM PANEL E-a• a 440A, -40.0 p.•.T. (W! OFEPII► WD PANEL LllM01N Bar) LIFE SAFETY STORM PANEL 7'-e' a +60.a -54.0 PAT. , - OVERLAP WD PANEL LEHGIH BOLE I (W/O T) A A. USE 1'-BMISS. PANEL LENGTH - _ ate. ,,, Il,•P-TOKt' ; ,.. . _ _ : - . F _ . _ ._ . _ _ _ _ Al 1GS MDL%I �i. AT EADlTS W i 4 c Ln 4 ( , 1 - ._:.___ __ __. G _. __._ .__, , - _- PANELNf� BOTTOM - V�_.___. O ,-_-.___ _ ,_. i 6• D.M., 3 - > _ yP✓ - O'..__ t- OrO WING No AT ...' 01TERIOR WING NUT AT Y MAY LEFT PANEL RIGHT PANEL 3" MAXIt INSTALLATIONS ONLY VALID FOR WIND I' tIN. R-tA/13. R-2A/13, R-SA/14, 01-1B/13. R-2B/13. R-39/14. I' MN.! SPEED LP TO 170 ­p.n. R-IAW/13. R-2AW/15, R-3AW/16. R-11901/15, R-26W/15, R-313110/16_ ----ANCHORS (SEE SECTIONS & ALTUDMITNES ON SHEETS 13, 14, 15 0IS) -_. - - ___ _.-I!e ;AT. GAP ). LIFE SAFETY STORM PANEL C1� ELEVATION (t) (/7�� SCALE 1/4'.1• -. REGULAR 2.6a7 '�, REGULAR G STORM PANEL OAk OL1JbJP •t E �'/) STORM PANEL __-___::_- ,__________--------- -------------- MAX IJ4- - __\'[L^'^,:► `'v .a 1 UFE PANEL '"'. * �>♦ = FLORIDA BUILDING CODE Non High Velvelty Nu and EXTERIOR "m we /ORIDA - � r 24 GAGE OALYA}IZED STEEL STORM PANEL sS�y.� •....... G��a4I, a INN S� CT�ON A -A N cN — I L E C O lac AL PROTECTION PRODUCTS, LLC. mn j .m6 S.w. 5, It w MOL i. SCALE 1/4•.t• // ,w. M'LwRR"a .'R. "CAI a:-»n 1' Na,tE (9P.}af••75w FFAL t A.)w-m? 20' - 1 INSTALLATION DETAILS INTO - FOR UFE SAFETY PANEL WOOD STRUCTURES -- I1 I� yy1I0pppD HFAOER .� .- +.', ,--NEIUPtEO �' � j��TpUpppp ,Mr10ER _. •.: _ -. ..A[OUTED li _ '' _,PTOe HEADER `"" !¢7'GWRFD I. ICI f HEADER '� t�//�� --Ia'gl THOR O.C. R � MAX -. I , I'1 + a'f TAPCON O.c_ � +/2 �.. - + 11 t 4•f iAPC;N o.C_ . 1 In• I'Wi.. I Y • ' a'0 TMCON O.C- 4) �. ln• A ei/d• 2• Lan•- i 1 f 2• 1 L , 3., N i I 1 Y 1 / M l 1 t!a's-YY+• R 1 X t � 1/isr3trt• TiNAF,--R G :M11, EXKnI¢� I 6/1 eQn w 9S. eQ,E GLASS T - - h y - I ExL47L130.-I eR wI AP6 .. ? rt G ' t 1 1 I uww+e.6, T-0 A t GtAiS i 1 � 1' WAX N t Ott$il� 1 � PASIM p _ _ _ ( OAMEL LENGTH - N- ;ISS ELEv4 N110N N - ; 1 1' YeN. (SEE DivAIroN f ! n '.... ! TMNn LENOni j I ... ON St#ET 13) U i _ PANELNTH 6 OH 3 (SEE ELEVATION p r. -..-_# ...__ ,. - r .-.,.. �'} (SER I_ .....; SNni 13 ELEVATION WMEE; 12) ON SHLEf /2) it 1' hr- A.__ _ a-. . -. `-'SEC CLASS - j - - -- '- - 1-- ry STOP GLASS L ' V? 4--SEPAPATICN-- - t' IT t - O p 1 1W,. 1 1 11 70 GLASS. I I 11--SEPARATION - - - I • I 6• .. rl Lf 1 TO GtA55. I _ 8' ( I B t I I 2 F-1 _ . i6 r } 4•n 4• I - 1 _._-__._- 4 E0. io Ys j , r i 2'A4' ` I iii tJYac EA. 112 i Sa -- WOOD. _ .: 1 _. . 1tQ • YS • NARK ,{,�;yAap E0UR0 1 / '. 1 r4'0 TAPCOV IJI'1 TAPWN _ _ OC.STACCEREDWJTMO STAGGERED W/ STUD PLATEr tj' AC � SM$HACHWR O 9. O.C. PLATE 1 II AN4C'H0ORTAn O.0. R22-.4-OU' aEWO099 o.tREQUIRED REOUIRED floga UsAil�fF Y.. R Pi@btE1 WALL MOUNTINGS SCALE 3/6-1• �$ t, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATMS (RP.() AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD TO BE SOUTHERN PINE No 2. W/ SPECWIC DENSITY 0.55 OR EOtAL. i cL� PANS • �a A. TI(�//, �i ,: •• ENS ••' 44167 _ * • $ .p STATE 0 �... %Z y�'• _MEMBERS s O� �f ORi� � S� ••• WALL MOUNTINGS SCALE 3J8.1` FLORIDA BUILDING CODE Non High Velocity NYrricotu, Zone mma /4]so. NG 24 GATE GALVANIZED STEEL STORY PANEL PRD1EC110H oMe =COyC Aw b, PRO lip 3w a ,s atPNA, NfI„ n a,w aai. rl s7au 20-175 . asH -nM r.: W Pn-,w RaNC (254)w-1M0. Aw (WITH-P7eJ ...e,4- rrr .w - 11r,w r aftow ra a-ma7n NNNIN 1Msw/aLE IRKTEA A 1R1R X.. P.E s"W ICI or if MAX. A.S.D. MAIIMIW ANCIIOIIS S+AL'11G FOR NII E.D. PER SCIEDIAE BEICIY �PU01BlE /YUMbAJ MAX. AS.O. IIAXBWM ANCItORS SP.ALXNG FUR INN ED. PER SC/EDIAE BELOW �'� IN1tYBN fNES51ME TAPCON SOLID -SET q �� IMNf -NAOW GlX-at « �II,i tEtw7H PRESSiME TAPCON 9FYID-SET � SAMAG-NA0.M CI1K-IN t � LENOtH RATING m m m w m 4• RATING 1' fP.».,j TO mtla3E OfGEN�H (h,7 (P•».R> m m THEM (B) , • 1 I tOt 61 6t 271 1 1 2 ,Y 11' 73' 1J' f3' fY 13` , 13' ,T` 73' t0 O� 13` 5' i3 n 13' Ir / n S n 13' / _ tY t1• 73' 13• ,Y tY t3' tY IY t2• 13• 10' , (9017d1) tr a ,n` t]' IY IY 9' tY 9• 10• 7 t/Y fY 6' 1 (BORON) ,r ls• u- ,r ,r ,r la• 1r n• tY u• ,tl' T (TOP) u• r ,Y ro ,/2 IY a ,n- u- a ,/x' 7 1/Y s t/x• u• a ,/:• 2 (TOP) tY 11' t3• t3• 13' tY i3' IY 11' tY /Y 10• 2 (BOTTOM) 17• T 13' ,3' IY 9 ,n' 13' 9 ,n' 0 to 7 t/x' Ir 6 ln• Y (BORDMj 1/2' I 1/2' • 3 13" 1 t 91 13' B 0 71/2' , 3 t ' , ' I ' t , ' 1 ' 13' It' I f0 (TOP) 1]' J 3 /?• 3 6• trod ] It- S 7S' J r S ) 7 t/2 8 ,/4• a t/C 2 ,JZ e t/a' 0 t/a• 3 (BOTTOM) SOp - - 2 in' x to 6 ,/s• a t/4' 12 7/3' 6 1/4' - - 8 1/O 1 t/4' 3 {ITITTgI) 5q!• !• .?�_ ._°•. d- .. a- 7'. �� .. _e• •Ill• 4 (wP) LESS 7• _..3•_._. � ._ 5....1/F 7• 3 ,/2' Y _4_ , In• J' 6 IIY 1 tn• 4 fIOP)- LESS e•_ - a- - e' e• e' e' = B - a (aonw> e•_ - e ,Ji• - e• - e- _ s ,n' - r _ - , tBortoN) - - B 112' , , , " 1r t 9- ,a u- 6• 5 (TOP) 1 ' Ir 13, , 3 3 ? ] o (T1X+) r ] Y 3 3 ] 3 1 - - -- _ -_- -- - - t/2' 41/1' 10t 7t i• r r' i• ,• 9 _ ,'_ s 1 ,• , - -, � Is- 1 - i tY(BO1tOM) ] ] ] 3 u' /2' /x' J e' ] r 3 13` I 11• 1a' 13 13' Is. IS" Is' t3' ,Y 13' f6' 6 (10P) ,7• S' t3• to t ,3' 6 In' 13• 5 IJ2' 7 ln' S 7/Y lY , ,/2' 6 (roRj >+q, -6D 0 / ,' 6 1/a' 1/4• 6 T/1' 6 (BOR«) +>�-74 - - 6 i/4• 6 1/4' 6 t/a' 8 //a• 0 1/,• a t 4' - - 6 I/,' S t/4' 6 (BOTT.") +73. -75 13" 7 1n 1S ,3` 1T ICI• Ir IV._ 6' tY 5 t/ 1 flop) +t1A-119N t3' S' t3' 10 ,/2 it 8 I/Y ,3' 6 iJY 7 t/Y S 1S• 7 t12' t3' t3' T3' 10 t/2' 1r iD to t 1/2` a' it T I (BOTTOM) -1J" 6 IJY ,7` t3' tr I. Ir 9• f0' 7 1/2' _IJ" 6• I (eortolq IS' 7 in" tS' 1Y ,T ,r 'r to' 10' II' t%2" ? (10� tJ'10 ,n 13" 6 11r. 1J' 6 1/2• 7 I/2' S 1/Y IS• a 1/2. 7 (TOP) t3' 7 t/2' t3• tT ,3- ,0 1/i ,Y 70 t/2 , 1/2' a' tY 2 (BORON) �tY r +]• U' ,r 4 ,/2' ,r 9 t/2' 0 r/2' 7 tn" tr 1 1n' 1 ,]• 7 I/2' u' u' ,3• +a ,/2 1r Io In „ tJ2 6' u• r s (TOP) �.�. ,Y _T Ir u• tr s ,J?• v' a ,l2• ,o ,J2- 7 1/2• >s'-r 1? 1/1 t2 ,/ 6 1/1' 6 t/,• ? IJ2 6 1/1• 6 t/," b 1/4` 3 (BOTTOM) TO _ 1 7/2'12 1/2 6 1/,' 6 1/4' 2 1/2. 6 ,/,' - - 5 ,/4. 6 1/a• 7 (BOTrON) ip 7 tn' ] i/Y e' d• 7 1/2• _ 4' 8' 4 ,/2' S` J ,/x' T_ 3• 4 (TOP} J' 6' S t/1" Y 3 7/Y Jr 4' ♦ 1/1' !' 6 In_•7 1/?' 4 (Tap) 'r_0• 8' - 6• - a` / (BOTTOM) 5' - e tna_b'- Y - 4 (BO,TOM) ts' 7 ,/?' ,r - 9' 17" 9" 10' 7 i/Y 13" 5' ITOP) 17` 7 In• t]'-13' t0 1/? , tf2 B' 13• r S (89170M) +3' r ,3' tJ• q' 0 t/2" 1T 0 1/2. 10 In_ 7 1/3• ,3� 6 (BDI+ptJ ,7' 7 1/Y /3• Ir +Y 10 t/2 ,3' ,O t/2 i1 t/1 a' tY r ! (Ta) ,7• S- i3• 13' 0 I/2' tY 6 In' 7 ,n' 3 1/2" t]' , t/?• (TOP) 6 t 4• 6 f/,' B t/1- 6 1/4' 6 1/,' 6 t/f' a (9DIT.••) b t/a' 6 t/4' 6 1/4' ,/4' • 1/1' 6 (BOLT.•• TEE SLIT ,i roll ANI2,OIf HALAL ♦ lWYO fw »Lj,ALIAIIONs Ono wOm FBt6E IIRDe10[ REGULAR PANELS TEE SLIT ,i roll ANI2,OIf HALAL ♦ lWYO fw »Lj,ALIAIIONs Ono wOm FBt6E IIRDe10[ REGULAR PANELS • fIArKAY M,NCtOR 9MCM6S AND MPNAAI � Ob7AAOl AIR P411Gi[D ON INS 9QMLOYLL FA EA LDS LIMN XOCAED ON SQfA4E IED.ICE ARDOR SMf3NC F WI.MLYMC SF1KfNe eN0R/I ON SCHEDULE Of M roLLOw01D IrOmR9 10R tlf6 OPa1AilON m K R06lwLE 11IUftD SPKea OOtA•6D 11611G (ACTOR SMALL W1 6E LESS THAN ,OIfAW 7PPC0N6 Ia1Gt1E0 nXl FACN A/CICA twE Ow /W9 fatlFDtAE tH'• IJ4". I/41 T/4'M +p'. ANpIDR TIPS - .-'~'+H- WOaPN 6IAa-49T _ 6YYa-KIAM OMA-IA MIPNeNIr AtIC1IOR STYONG Dn.) ! 7 s 7 t ,/Y 7 +n IItYNMM906[ ON a 3An' r 3 s,n• '-- wRAN1a R►3 MfMmT 3 a ,n' 3 AM 3 In a IN ACRYL. 911E 9aBYMLE iACOOR r ¢m an Im a.•3 1.m .. ANO ,ID '• SPACII4C„K ONLY t/ALTO YVHEN SPACER IS USED. SEE 1 FOR MAX AS0. OESIt'R1 (.DADS Mk MAX, PANEL WaNEI SPACER Is USED.0 � MAXIMUM A.S.D_ DESIGN PRESSURE RATING (p.s•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE_A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(t INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 k 5) DES" PANEL A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALIATH)NS .amNM.t,_ W/ SCUD SET ANCHORS k W/ SPACER AT 12 1/2. O.C. tLP A; TI(uNT 3,�?? EN ''••� FLORIDA BUILDING CODE Non NI h Wtac Hurricane tom 44167 ,Yar° ILMO. NG 24 GAGE WLYANIZED STEEL STORM PANEL a,Mw w. 1*.; * :* STATE � L E C O Fac. iFi08Al PROTECTION PRODUCTS. LLC. a'nm EeM+Eaia"Iv� 20-17S r1+.• Pi a -,MP ..« , P»9 m-,In 14aRC teblpm-7M0. FAS,Sm (6541FYF-al9r A /O i1 •.......P., 1.-- r- -. NrN. .N DRwB w F tAANN +MN/LY¢ 13K ��RUInA.. P.E u N-,r e1,Da +e I n (BOTTOM) s t 1]• 13 I-- (BOTTOM) Iagb,li e MLS.D. DESI011 LOAD IF)IDINPANFL 40 PSF OR LESS 6'-6' > 40 PSF t0 50 PSF 8'-2' > 50 PSF TO 60 PSF 1/4-0 TAPCON _ _ �PW1gE0 - 1/4-0 TAPCON _ _ �PW1gE0 - INSTALLATION INTO 1/ed TAPCON__._ ____EX6 DETAILSFOR LIFE SAFETY PANEL C1 r 1/4-9 TAPCON _ 1N0 POURED POUREDCONCRETE OR CONCRETE BLOCK STRUCTURES AIG POURED IETE 1/4Y TAPC0%_ _ PWIWD ANCHOR e r O.0 - OR CONCRETE BLOCK REQURED. ANCHOR a 9. O.C. l OR CONCRETE BLOCK REOWRED. ANCHIOR a 9. O.C. OR �..- CONCRETE BLOCK REQUIRED.( ANQOR a 0. 0 C OR �';` CONCRETE BLOCK REQUIRED. r -02 02 ) ED• 1 i:l II 1 - Ot15'TMQ R ..! _" '/`'r-2P.t•EX4T1( -9 3S DQT6 R faA55 F AT G GLASS +�Da,n oa, 7-rl n f n I ( e I i' MISS. U PANEL IEgI.TN : I _ -.. SEE ELEVATION ( p 1' Ion ON SHEET ,I) cn CD faaaaaa cu CL CL cu cu f � f � L/2 E D• •atAr 1 1 I OC . 1/1.0 TAPCON� A,IC110R • B' O.C. E305TING PDUNFD CONCRETE OR CONCRETE IBaCB REQUIRED. BALL MOUNTINGS I/d• ED• I 1' IWI 1 111•--SEPARAi1DtP t TO r1 D CtAt4. 1 a ( _ 1 4'•- ! 25 e0.7f To CLAW. 41 HE 91RE79 IS � 1e FOR AnQttlRs AM011)R ri1E - -'�r`- TM ! eR»A:RIc MR tllbrxuTtolNs NPO .>� 110m f1MME BIIe0Bi6S. 1,1MRRL N[MpR »P.Cf1O (P,J S IRHfLNaA ANCHOR tpN� ANO IeNOANY � ➢BTANC[ ARE ,NOCIO® ON /1K r�yfm — �OP NY W.J J SCNDtAL FOR ED. tffiS liUer ATFD P6TAAIQ W t-� /110, � 3 ON 7EIiDULE REDUCE ANCHOR SMEAg6 By MtKMY9O mAeeaG 'pIORPI w AORIt as 1aw� TOOIgI sosotAE m THE FOLLOROq FKIORS FOR TIRE oPE11A710N w IS PttW1ML ImLMDEo 6VACRO o9rAwEo IAIKL FACTOR SWILL 11tl1 K TEST THAN _..- /e' 0!1 3t Mf.MNt >PACaMO rWMOATID FOR EACH AWIOR tM oN tIMIS 9QMt0ULE 3 +n• - H �. ��• tI/1. i , / 1 F • � f 1 E!)• I Y -t 1 _ � MR "m I Y IDKXI. as r p C D 1 Y i B ■ II p 11 "t• MAX 1 y 1 i I II PANEL LENGTH P 1 SEE ELEVATOR ( D r oN sHEn ,x) a ■ R /• wM t iii p--SEPAAATION 1 p ` n TO GLASS, 1 � 1 8 F•.. 1r - --H103 L/2 I t Ep• 1 LILT 1 1 COS, T.i NCI 4 Ya. ealf r •eat n.e. _.I/av tAPCON ANC/OR • 9' O.t. EXISTING POURED CONCRETE OR �a,cRErE eLonl REouaEo. rnuetNp� t I I 1 1 1 1 1 1/4h-TINT s9 entf w At G Mltl/F i 1 I 1 1 I T.' MARL I - PANEL ANEI LENGTH I - SEE EIEVATICIN ( I ON SHEET t 2) t j I 1 _.P 1 } 4 1, 1 ..r 1 1 6' I E.D.• 1 1 ] 1 14 E01 eQv r •tE 1 ¢c y- , J,'. TAPtON ANCHOR • 0' O.C. EXISTtt+o POURED CONCRETE MX1 CONCRETE BLOCK REYXaED. iLORIDA BUILDING CODE02 INSTALLATION DETAILS FOR UFE SAFETY PANEL a SAFETY PANEL I INTO WOOD STRUCTURES .. I I - _,R�NEIDER __ 71f�0U,�DHIFAOER �i' i PO TAPCON 1/a'0 iAPCOi O.C. t M i, A. fs w GI,a54 11 r 1 LM7011, ocIT� CLASS p � 1 + 1' MAX. tl I ! PANEL LENGTH � - _ -- _-- -. _:-.-. ± �-- a• (SEE EIEYATRON U 1 , (SEE ELEVATION ' ON SrEEI 12) "- --_ --�- - ON SHEET /2) B 1 A 1 A t• n 1 / LL _ ! J p TT) CUSS. B•-SEPARATION � 1 �P ) 11 0 WIUiS. L- I � EO 1 I PN7E WWD � I PLATE REOU0IED 7 _, 1/4'I PANELIAIE PLUS RE6IDRED I�' 1/1'0 PANEliMTE PLUS ' ANCHOR •III 1/2' O.C. ANCIOB • 12 I/2' O.C. AA , N NtMN4 �IaLLt MOUNTINGS �1,1�V`EN�f',r✓9 s SCALE 3/B-t' ' .44167 FLORIDA BUILDING CODE Non Ht h Yebc Hurricane Zone 4nom tuEDP. Nc F.r, I. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. i'$•. STATE OF •j�oc 24 GATE GALVANIZED BiEEL STORY PANEL wP1 en DESIGN PRESSURE RATINGS (pg.t) AND PANEL 3 O,I:• F[OR -� GLOBAL PROTECTION PRODUCTS, LLC. O1M�70 LENGTHS AS PER ELEVATION ON SHEET 12. IL ECOTat. DARE 2. FOR NEW WOOD FRAME CONSTRUCTION : WOOD -4(r `s/ON AL �}�s."u,�� N► w a BP. wwr Rta► n n,M OW Pt-'>.I]� MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AAAIIIMIIIN ( P... nolE d64)w-Isw r,c rya)tYP-6m 20-175 DENSITY OF O.SS OR EQUAL q p•I"� j +�wY w. rr r ems• ,i• PE 9EAL/wQ4aTAFJW,[ Y/a1FR A TWA.. RL Y, w 3 /NBT to a< q rr O 1� U O VI w Q = Z Z Q J 'L SHEET N0. SH 1.4 H �. ��• tI/1. i , / 1 F • � f 1 E!)• I Y -t 1 _ � MR "m I Y IDKXI. as r p C D 1 Y i B ■ II p 11 "t• MAX 1 y 1 i I II PANEL LENGTH P 1 SEE ELEVATOR ( D r oN sHEn ,x) a ■ R /• wM t iii p--SEPAAATION 1 p ` n TO GLASS, 1 � 1 8 F•.. 1r - --H103 L/2 I t Ep• 1 LILT 1 1 COS, T.i NCI 4 Ya. ealf r •eat n.e. _.I/av tAPCON ANC/OR • 9' O.t. EXISTING POURED CONCRETE OR �a,cRErE eLonl REouaEo. rnuetNp� t I I 1 1 1 1 1 1/4h-TINT s9 entf w At G Mltl/F i 1 I 1 1 I T.' MARL I - PANEL ANEI LENGTH I - SEE EIEVATICIN ( I ON SHEET t 2) t j I 1 _.P 1 } 4 1, 1 ..r 1 1 6' I E.D.• 1 1 ] 1 14 E01 eQv r •tE 1 ¢c y- , J,'. TAPtON ANCHOR • 0' O.C. EXISTtt+o POURED CONCRETE MX1 CONCRETE BLOCK REYXaED. iLORIDA BUILDING CODE02 INSTALLATION DETAILS FOR UFE SAFETY PANEL a SAFETY PANEL I INTO WOOD STRUCTURES .. I I - _,R�NEIDER __ 71f�0U,�DHIFAOER �i' i PO TAPCON 1/a'0 iAPCOi O.C. t M i, A. fs w GI,a54 11 r 1 LM7011, ocIT� CLASS p � 1 + 1' MAX. tl I ! PANEL LENGTH � - _ -- _-- -. _:-.-. ± �-- a• (SEE EIEYATRON U 1 , (SEE ELEVATION ' ON SrEEI 12) "- --_ --�- - ON SHEET /2) B 1 A 1 A t• n 1 / LL _ ! J p TT) CUSS. B•-SEPARATION � 1 �P ) 11 0 WIUiS. L- I � EO 1 I PN7E WWD � I PLATE REOU0IED 7 _, 1/4'I PANELIAIE PLUS RE6IDRED I�' 1/1'0 PANEliMTE PLUS ' ANCHOR •III 1/2' O.C. ANCIOB • 12 I/2' O.C. AA , N NtMN4 �IaLLt MOUNTINGS �1,1�V`EN�f',r✓9 s SCALE 3/B-t' ' .44167 FLORIDA BUILDING CODE Non Ht h Yebc Hurricane Zone 4nom tuEDP. Nc F.r, I. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. i'$•. STATE OF •j�oc 24 GATE GALVANIZED BiEEL STORY PANEL wP1 en DESIGN PRESSURE RATINGS (pg.t) AND PANEL 3 O,I:• F[OR -� GLOBAL PROTECTION PRODUCTS, LLC. O1M�70 LENGTHS AS PER ELEVATION ON SHEET 12. IL ECOTat. DARE 2. FOR NEW WOOD FRAME CONSTRUCTION : WOOD -4(r `s/ON AL �}�s."u,�� N► w a BP. wwr Rta► n n,M OW Pt-'>.I]� MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AAAIIIMIIIN ( P... nolE d64)w-Isw r,c rya)tYP-6m 20-175 DENSITY OF O.SS OR EQUAL q p•I"� j +�wY w. rr r ems• ,i• PE 9EAL/wQ4aTAFJW,[ Y/a1FR A TWA.. RL Y, w 3 /NBT to a< q rr O 1� U O VI w Q = Z Z Q J 'L SHEET N0. SH 1.4 L/2 I t Ep• 1 LILT 1 1 COS, T.i NCI 4 Ya. ealf r •eat n.e. _.I/av tAPCON ANC/OR • 9' O.t. EXISTING POURED CONCRETE OR �a,cRErE eLonl REouaEo. rnuetNp� t I I 1 1 1 1 1 1/4h-TINT s9 entf w At G Mltl/F i 1 I 1 1 I T.' MARL I - PANEL ANEI LENGTH I - SEE EIEVATICIN ( I ON SHEET t 2) t j I 1 _.P 1 } 4 1, 1 ..r 1 1 6' I E.D.• 1 1 ] 1 14 E01 eQv r •tE 1 ¢c y- , J,'. TAPtON ANCHOR • 0' O.C. EXISTtt+o POURED CONCRETE MX1 CONCRETE BLOCK REYXaED. iLORIDA BUILDING CODE02 INSTALLATION DETAILS FOR UFE SAFETY PANEL a SAFETY PANEL I INTO WOOD STRUCTURES .. I I - _,R�NEIDER __ 71f�0U,�DHIFAOER �i' i PO TAPCON 1/a'0 iAPCOi O.C. t M i, A. fs w GI,a54 11 r 1 LM7011, ocIT� CLASS p � 1 + 1' MAX. tl I ! PANEL LENGTH � - _ -- _-- -. _:-.-. ± �-- a• (SEE EIEYATRON U 1 , (SEE ELEVATION ' ON SrEEI 12) "- --_ --�- - ON SHEET /2) B 1 A 1 A t• n 1 / LL _ ! J p TT) CUSS. B•-SEPARATION � 1 �P ) 11 0 WIUiS. L- I � EO 1 I PN7E WWD � I PLATE REOU0IED 7 _, 1/4'I PANELIAIE PLUS RE6IDRED I�' 1/1'0 PANEliMTE PLUS ' ANCHOR •III 1/2' O.C. ANCIOB • 12 I/2' O.C. AA , N NtMN4 �IaLLt MOUNTINGS �1,1�V`EN�f',r✓9 s SCALE 3/B-t' ' .44167 FLORIDA BUILDING CODE Non Ht h Yebc Hurricane Zone 4nom tuEDP. Nc F.r, I. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. i'$•. STATE OF •j�oc 24 GATE GALVANIZED BiEEL STORY PANEL wP1 en DESIGN PRESSURE RATINGS (pg.t) AND PANEL 3 O,I:• F[OR -� GLOBAL PROTECTION PRODUCTS, LLC. O1M�70 LENGTHS AS PER ELEVATION ON SHEET 12. IL ECOTat. DARE 2. FOR NEW WOOD FRAME CONSTRUCTION : WOOD -4(r `s/ON AL �}�s."u,�� N► w a BP. wwr Rta► n n,M OW Pt-'>.I]� MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AAAIIIMIIIN ( P... nolE d64)w-Isw r,c rya)tYP-6m 20-175 DENSITY OF O.SS OR EQUAL q p•I"� j +�wY w. rr r ems• ,i• PE 9EAL/wQ4aTAFJW,[ Y/a1FR A TWA.. RL Y, w 3 /NBT to a< q rr O 1� U O VI w Q = Z Z Q J 'L SHEET N0. SH 1.4 rr O 1� U O VI w Q = Z Z Q J 'L SHEET N0. SH 1.4 'L SHEET N0. SH 1.4 Al EZ1/18, EZ1W/18 ANCHORS -- - - -- _-- (SET SECTK7N Fit t ALTERNATIVE ¢tor ON SNEEi 1e) ._ . T- Nx! *(SEE NOTE 2) (0 Wo /L./(NSOR 2) 114N1' SM.S. �+ IF RDa,. IMAIMMOM P RIVET t/2' O O O d O "I "� i i I I i• I I l I �" I � �• -� •� I � I•I it � AT 2 PER sox l i(CNUrPANELJ i (INTERIOR PANEL) T I (INTERIOR PANE) (INTERIOR PANEL) T .-1(END PANEL)r I LMu SEE NOTES 2. 3. 4 { 1 iie` 1 11 I Y ! I ! L11 X, 1)* I SEE NOTES 2, 3, 4 0, PANQ LENGfIt -..} i ; I @,/. 40V. P..e P.I 11 C I.I I j ( I I I• I I I i! I i• 11 i I_ 1 _ SOLIED W/ 15 5S PANELS W,, EA BA i (SEE XCnaNS Ns AA S ) III a . I .. �� ii_.r_ I �" L1 (?_.�. 1 I AWi -i.# I I JJ_L�.JJ_LLJJILLJJ_L1:�JJ-1LL1-1.:-�L1J11LJJ_LLJJ11!1�_I_L1JJ1.... I I 11f-t-T_-'t p s 4 SEE NOTE .... - 1- ua. _ V ,NNOTE 3 15W/ ANCHORS t_EZ1 SET. I' MI. -NOTE -' _ _. - - - ---(SEE SECnON E2, A ALtERNAttVE QtW ET ON SHE18) --- - - EV / 18, W/ 18 JYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (j SYSTEM (t) SCALE: 37'32'-l' to RAP ' /•' MOY. GAP VASE /4' MA. Tiw 111' /� SECTION A -A SCALE 3/32"- i" „iTialNNr {i(s, A: TJt(/t�a4- ENGINEERING ENDINEERINR EXPRESB6 PRODUCT EVALUATION REPORT September 15, 2020 Application Number 17859.1 - R2 EX Project Number 20.31543 Product Manotachaer All American Shutters and Glass Manufacturer Address 549 Dome VVest Palm Beach. FL 33409 Product Name b Description: 24ga Galvanized Stest Storm Panels Large Miftle Impact Resist" Scope of Evaluation: TNs Product Evaluation Report IT; Wing issued in accordance with the requirements of the Florida Department of Business and Protsxionel Regulation (Florida Building Commission) Rule Chapter Bi G20.3.005. F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tasted and/or evaluated as sumrranzetl herein to show comp#ence With Me Florida Budding Code Seventh Edition 0020) and is. for the purpose intended, at beat equivalent to that required by the Cade. Re-eval alonn of this product shall be required following perMant Florida StRiding Code mactliot(ors or revisiole. Substandading Data: . PRODUCT El{ drawing #2041543 8tlad'24ga Galvanized Steel Storm Pairob (HVHZ d Nan-HIVE44', sheets 1-5. Prepared by Engineering Express, signed 4 sealed by Frank Bernardo. P.E. is an Integral part of on Evaluation Report . TEST REPORTS tal performance as been tested in accordance with TAS 202 test standards i test Uniform at86c structural performs h ccordan pa repod(s) LRIT-ASG-17.001 by 8lackwater Testing, Inc. Large mbs(b Impact resishrica and eyeke loading performance has been tested in accordance with TAS 201 and TAS 2031eat standards par teal report(s) 8BT-ASG-17-001 by Blackwater Testing. Inc. . STRUCTURAL ENfi WEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product teased on comparative andlor rational anetyss to qua" the following design crttena: 1. Maximum Allow" Spans 2 Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIAN 33442 (9541 354.0660 1(866) 396-9999 TEAN®EMGINEERINGERPRESS.COM E NGI NEERI NGEXPRESS.COM :1n33 DEr- .+nc -I. •c-HnIE J1W�al r1, fu .w t- 9 rI0 Ire} -F rt m 4 rp.=- x I:• I I Y • Ef l+IT1✓l I 'Wu :+lT,r-• h I T.' K .1 F:F is •. rsf.T : A rr sTr T "YY /1 ,( Il(ar1l N.{,IItIN -SIN PC C t _ Hal L 11r Y It H r lLyyFFNN NFJ- . � . st,t U ' )M �"PiETG AiS�'-L1 3+l' xn G< Ie.Lt uP tr � 4 A iris= I•' � N Fit3C l r. :. •..ura H ur.Ive- T 6 f lY3 iCl �•' •a1.3f., 1�-1Litf-,.N[n✓,pf.p1 6 'aTr♦s. (. PV.: -.oS txi reY..4. .HNTP.r ::11 Y. ilw[nL Y IeN:CInTM:I M(MStlI xH:HVN IX}'Lp ILILNi n'NAU RDUNT S3Rt6N c. r eat l•NLCtE - �1. lx1�IINNN wRFXF x (:(M)N • LAST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES q (1( WTIOF SERFS 200D: E-2 HANG STORM PANEL SYSTEM CONSISTING Of PANEL + CDnI TRACKS TOP & BOTTOM (2)- END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP DAR (V SMALL BE PROVIDED AT rOP Or SUCH PANELS (1) IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SHALL LONTST OF 1/4*0--20r3/4" M.S W/ 7/ B e i/32' WING NUI OR 1/4"OK3/4' %Ln THUMBSCREW INTO TAPPED BOTTOM TRACK F Y XTELOCATION OF FASTENERS END MA L. Al.A, EITHER 0. TWO EXTERIOR MT FLANGES OF END PANEL. (4). IN CASE II-NAT END PANELS ARE NOT CONN£CTEU TO BOTTOM TRACK (i.6. A S70P BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO 8070#4 TRACK MAY OCCUR .AT ANY PANEL LOCATION. f INSTALLATIONS ONLY VAiD FOR WINO SPEED UP TO ' 70 ,Yp-h. CODE ENGINEERING�,� Page 2 of Z All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in a#owa le 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 fed##es. Impact Resistance: Large Impact Resistance has been demonsveled as evidenced In previously Mated teat Taport(s), and Is accounted for in the erigmlleNig design of this product. Wind Load Resistance This product has been designed M resist wind bads as indicated in the span schodule(s) On the respective Product Evaluation Docium nil (I,e. engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document p.e engineering drawing), along With all components noted therein. Product components shah be of the material specified in that product'& respective Product Evaluation Document (i.e. engineering drawing). Limitations b Condltions of Use: Use of teas product shall be in strict accordance with the respective Product Evaluation Document (I.e engineering drawing) as noted herein All supporting host structures shwa be resigned to FEW all superimposed bade and shaft be of a material Isted in this product's respective anchor schedule. Hosl structure condNons which are not accounted for in this product's respective anchor schedule shah be designed for on a site -specific basis by a registered protessloref engineer All components which are penranen0y installed she# be protected against corrosion, contamination. and onto such damage at all dries. This product has been designed to use whin and onside the High Velocity Hurricane Zone (HVHZ). Respectfully. 31 Vtia„ SIDN71 ,:. Frank Bennardo.PE ENGINEERING EXPRESS" aPEO W(7549 i Cen Auth 988f 160 SW 12^" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954)354-0660 1(866) 396-9999 TEAM(DENGINEEAINGEXPRESS.COM ENGINEEAINGEKPRESS.COM x- OR.141 V.lT" t..pfl'1� 't':.5. ^.`J.L f*Art•4atl • GE _y -K VAT'S• _ - ra, • , -.lit• t 1 ^ t3R*Y ] R a -a -' D.CE Ti.'llf'.•1 s:I L4 4 a n-s 7CUH" iF n- H' �: - H-ANt+ rLmN a - w - r'113�!' ,• , { .f . ,6F1 Jd. ,�CC6.eN3A1000. NouNT zcnOn a IJAAI l r]• Yn ,',Y-Sin w i 4 _`au, Wi- , 1•�4n-I ..J. r l:w rli5" I:A.RS YA l,rl v1 t CO. i4F 7 W1ad"l; -r Fr.Nf M1wTrrv-r' fS..N .f.T,NT.I"ri 77 M-•_"P ........ ...... �OPrpNNTO��C10alAE DTAflDTAa 91, 9 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL i13 INTO POURED CONCRETE. CONCRRETE BLOCK AND WOOD STRUCTURES !1 - J� CONCRETE aLDCK ANCHOR 0 12' 0 C. \�•.5+. 1/4•e TAPLXa �''` )-..-....__..,..114tl1• HER HEAD YEN YYDDo W_VER 1 _ 1 '4 1•" ' 14P1• MEN HEAD TEY LL t FROM ANCHOR • IS' O.C. _ EDGE ySCREW 411}/4' INrAAIiED tl' Fi1n SCREW EOOE OF 64• FROM } i 0 i 1' '. YLI 1• . • 11/2 1h•P-Ron• ILJ R`� II 7 +/4Y-SaF' E Ss. W 1 .�_ ; FAe0LT5 tl ! P. 1 t' IFn. 1 a I rSEPAMiWN F t' Yin. 1 EXISTRNI Y to CLASS ' 3l1e'e e 1 EXSTINC a''-$FygRAtRaI ]/16'w ALUMINUM POP CLAS5�1 To OLASS. , �+LtAYKR7M POP Y1rY[r a I _f ') RIVE7 P - 3] ss,ean • MAX YP (A ... _. j PAYER LENGTH e _- 1 PANLENGTH i \ Ji ATD1�P - E Y , MMt I p t ARM I III-SEPARATION'.'. N-SEPARAtNN2 1III-SEPARATION1 __g4Y--20e2' 56, t0 l;1A55. To CLASS. i YHUMBSCREW ; -.i' 4'P-ZOr2" Sb1t N OF OF 1' R I THUMBSCREW LD 1 i YAx _.. fj 3MR • _ 1 _ V :. .... 71 ,.,. ..-//4'0 TAPCON ANCHOR 'f O 12, O.C. 7/4-0 TAPCON % pcJSTKM 11pygE0 2'z4' woao ANCHOR O 12'0,C CONCRETE OR PIARm ,. CONCRETE BLOCK _ REWIRED. ALLIltbi WALL MOUNTING SECTION EZt SCALE 3/8R1- SCALE 3/8-l' M1N11111N4}rM/A Tlt[/� vGEN FLORIDA BUILDING CODE Non 1419h Velocity NUrricons Zane) f IN. PANEL LENGTH x f 0.4 Si e2lrD T%Tom MR. rs. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SMALL BE 2'-6' _ * ,k '; # ? 24 GAGE GALVANIZED STEEL STORM PANEL DRYwN n PRESSURE RATING +/- 40.0 oar AND 6'-0' MAX /n/MIR PANEL LENGTH. s�-,. STATE I L E C O tl Ed i �� PRODUCTS. U.C. 2RTc' 2. FOR NEW WORD FRAME CONSTRUCTION: WOOD sy�O,T: , FLOn10 >Zuf «« w..r"N, awauwneNo wrr'N� .sin Sr 3, slnm ate' a 'w14 MEMBERS TD BE SOUTHERN PINE No 2, W SPECIFIC ! 14 S( tGIN N� N-. , aiU-•sJP a : DeN m-•IM ri,Drs: IRs"lttP-T6,6, rM (wM6>-RL9'r 20-175 DENSITY OF 0.55 OR EQUAL. EiNonw6 /sIo•M,ulm/aim EV4T[P A NLLn ; P.L ,T"W $Men It a IN PEtN(6�,H R . 4 • MAXIMUM ALLOWABLE f ALL AMERICAN SHUTTERS AND GLASS �4Y4)`w :' i°N•tA �^ 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) DESIGN PRESSU'"ram RES: I& 1 '�_,_ AS NOTED IN DESIGN DESIGN NOTES: sa+L�uLE� a ~ WIDTH UNUMITfl7 FPERP, TO PANEL SPAN) FOR 'DSc wIYDTH TNIl19 sYsETenaLL e°e DtTER>AiNeD P ° SEPARATE ENGINMUNGG IN ACCORDANCE WITH THE W M [ P TRIP MOUNT (CONN Typ DETVEERMI aM N �APBIDE T"9Z 1 1 j w. Dlel TYPE AS REQ'D) SECTIONSIW9 OF OA BUILDING E LESS SIGN OR FE4QUAL TO THE R061T7VE OR NEGATNE DESIGN E'4 •� _ OPRONAL !"-XI STITCH DOLTS WITH WASHEReD PRESSURE fAPACITr VALUES LISTED MEREIN FOR A95EMBLr AS SHOWN. D� - c .L WINGN11TS FASTENED 8 € e OVERLAPS mwDSPANasE "�"� APPROPRIATE BRAN TABLE) GENERAL NOTES: m x •-• a 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ' N " _ Di fIAN(V[@W ACCDRIMMCEWIN'r(-E))gqEOU1RFMBN75 OF TNEFLORIa1BUI70IDG COO. TA5201 20ZmAND 20m7E57 PROTOCOLS. DOPTRACiOR iHALL7EMYESTIbl1TF lr OW d O AND CONFORM TO ALL UI BUILDINGC?V AN ENpAFNT3 WHICH MAY APPLY. OEa[aM CAITERG BEYOND AS STATED HEREIN HAY 04=1 I;yy N 7E n RD 1• L{]y > ADDITIONAL fxtT'ESPEC&IC SE4LE0 ENGINEERING. 2 40 73.1/3% INCRE0.6E IN ALLOWABLE STRESS MAS REM LSED IN THE !NIL ♦ D. S� E AaH[TECB E11GIMEER OF RECORD FOR THEPROJECT SUPERSTRUCTURE WITH WKICH THIS DEatGN 1S USED SMALL W R PONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING 6URtoCg Tt1 THS WHICH $HALL BE COORWtlATED BY PERMITTING C0NTIVRCTOR, f7 THE 4. 9CRgpATC'SltifSPBCiFi[SW,Ea [N[aN E '"N's's ee REQUIRED IN r.) f BOTTOM MIXIN7 \ ( ORDER M DEVIATE FBON LOAD9. DEPL2CTI OR SPM75 CDMI 1- HERE IN. CQNTAM E. . .ALTE SPAN CALCUTATIORED ' (DGNN TYPE \ ( REQ'D) ♦. RO.391" A s 0. 37r MAY 6E RB UD 1RlO. 5 1HEs oETACLED"mm IS aenemr AND DOES NOTrROVIpe INFORMATION POR A SPEC MC SIZE. MR SM CONDITIONS DIFFERENT FRON THE CONDITIONS DETAILED MEREIN, A LICENSED ENGINEER OR RE06TEREO d FL' O µµµIII MAY BE AT T - `! ARCMVL'CT SM ALL PREPARE SITE SPECIFICDOCUME NTS FOR USE IN t &BOTTOM _ CONJUNCTION WmN TMtS DOCUMENT ' 1 TYPICAL VERTICAL MOUNT ELEVATION 6. DESIGN PRMU RES NOTED NEREN ARE BASED ON NA)UMU M TESTED PRESSURES DIVIDED 8T A 1.5 MFETV FACTOR, 7. ALL PA HERS ?D pE 'RT OR GREA7gR gAE GRADES UNLESS NQTED " n _ N T 5. ELEVATION E0.1YaE; FASTENERS SK at CADMIUM-PUTED till OTHERWIBE CORROSION- la NOAW�SISTANT MATERIAL AND SM sV tOMPLY WITH "$PEOFICA710M5 R NaN STRSECTIOKUCTURiS' 3.38Y TiQ ALUM MUM ASSOCIATION, INC., A ANY APPLICABLE FEDERAL, STATE" ANDrOR LOCAL CODES ' e TOP MOUNT fJ11R5 B ALL STORM PAR RLS SMALL BET/W SRN,. ap.OZV !] (C(Xyp TY AS REQ'D) (SPAN ABOVE a STORN MRELS SHALL CDY MAN TO As7M A633 SYNLK:T LQUALr Y STRI' G60GALVA0=O COATdG KI M A MINIMUM PF-4ai Z. LLYY UCTION) ] ALL ALUMINUM EXTRUSIONS SHALLBE6063•T6 ALUMINUM ALLOT. UNin, NOTED OTHERWISE. it. TORBBOTTDMAKTAILS SHOWN MAl BE FNTERCHARGEp AS FIEID PANELS MAY OR a. BOTTOM CONDITIONS DICTATE BE MOUNTED VERTICALLY HOR20NTALLY AS APPLICABLE. J J DUNT (CONK TY Sl. CONCRETE ANCHORS FgTED HEREIN SLCONC EIRPEOTO CONCRETE 4�_ 1v - g AS REQ'D) E ¢1 110 NON -CRACKED OM L INSTALL ALL CONCRETE ANCMDRS PER I I, THE COAN NTI6 RECOMNENDATID . 13, THE CONTiNCTOR r8 RpPD115] I.E TO IPa:VNTE DR PAOfCSTALL MEMBERS FROM DJ58I ILAK MAT TO PREVENT LEC'f0.0LYSi6. .i -OBSTRUCTION a FxF O 14, IWGINFER gEAL AFFIX O NERETC VALIDATES STRQRALPER.AS SHOWN ONLY. USE OF THISSPECInCAT70N BY CONTRACTCIP. 3 � (LOCATION MAY VARY) N £ 6L EL INOeMPUP S & SAVeS HARMLESS THIS I VIENECR RJR MMON614&AGe6 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING F MA7BUAL - - (H 9E d Z TOP MOUNT W�NKnAIS utlm FJ� er LOCAL STATE. s FeOCRAI DES 6�PR0M�HD THAT fE II p D DI IY� {COIN TYPE AS RC•Q'D) DeYMTEORi OFTrvS PIAN. is, IXCDTlXPRE LY ►ROHIMD MDITIONAL CERTIFICATIONS OR AERINTENDED. e5 i6, 10WS. OROHeMAMARKINGSA7TO-15 DOCUMENT` _ AREMOTPE"APUTTEDANDadATAlWJNIXS1TTEH ,0111 OF (1) LABEL PER BOTTOM MOUNT (SPAN BFj,Opl TYPE AS REQ'D) EVAIY11 0 FCfif, i A➢Y1NE6 TINE POLLLO®WJMG ➢E MATJDN LAMEaM SHUTTERS MD GLASS pp C OBSTKUCn(XN) W WEST CAIM BEACH. Fi PANELS MAY BE NOTCH ED AS REQUIRED, OPTIONAL W'-2D STITCH BOLTS WITH WASHERED TAS 203. TA9 2D2 @.TAS 203 \ Flottoq PalllRlCr A7PR qL xuNIAER fdR�TT PROVIDED THAT CONNECTIONS AND ANCHORS,ARE USED WHICH SATISFY WtNGNUT5 FASTENED 0 20-31543 ,T SPANS ABOVE S BELOW OBSIRlICTION, OVERLAPS ® T• USPAd1(USE APRiQPRIATESPAN TABLE) VISIT ECALC.IO/S16i3 ��� VERTICAL MOUNT ELEVATION P:R4 ?TJN: D7AnT T.3 = tier.-:r n4ei- ,.,A>.x .ITxl :r.a { , �' `„"R` ` r 2 NOTCHED PANELS <4r 1 N.T.B. ELEVATION fanqu.rlPrmLTiaw,AtrORrssrewRc s CIL.III ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANE/ SfP RAiIONFRDM GLASS I 1 iM12 W1Nn l(3%E 4 a LSSf NTMI FAC)IITMS ) MAXIMUM. - DESIGN A ALLOWABLE ' PRESSURE ! SPAN (1liM.l 1 AN 31YASOVEGES4 flflllY 30' A80VE GRAOF 1 Af p INSAl30 Ah E5GRE E )MAN 30' ABOiIE GRADE (A5E) ! I 13001n 604m 2161. �.-__•i 4➢ � _ no 0',., 6Odm 218 in ' NOS 730D 1n &O6 Wt 2.1E en 150 l3U.0 m 6.06 M ! 161n / 55 - Gb 1 6 &tor 151 7 n 1- f fl37 609 I{I({ 753 / 591 I 6.I l x' 7 73. 36 In B M &3 1 M I 798 A 2Jil ,n DNAN SLNtUULt NU I t5: ENTER M WITH NEGATIVE 1. LSP SCHEDULES YftCING DETER LOAD B PANEL ALLOWABLE SPACING ATO N DETERMINE MAXIMUM AUOWABIi STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE WADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS- ARE StUDS USED IN H 'F`-TA CONJUNCTION YVn ALL MOUNTING EXTRUSIONS 6.25, ('F"-TntAEx, STUDDED ANGLE, ETC.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITION 5) 3. LINEAR INTERPOLATION BETWEEN 60A05 I5 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2, SCHEDULE 15 REQUIRED FOR USE WITH POStTNE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, 3. FOR INSTALLATIONS OUTSIDE Of HVHZ AND OUTSIDE E55E4TIAL FACtLFreS IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND ND MINIMUM SEPARATION FROM THE PROTECTED lIPFhL. IS q )RED. MINIMUM ALLOWABLE SPAN SCHEDULE MHMMMMIMHUIM�l �"""-� Iraca�#�;.tQ;ate��rzalr•�tt�l��, IDE71[71F't7eliE�(E�17bSi�E3i1EE�1©� E�IiEiiti� I�E:31®tilIIlli� ©�%� �AiiD*JFcili'ri�E3��' E��.'AIF.'11fE17E.'77��' " �•'�r�•'^+Ia--�F^R*'ft' kr"i©t(t.�ii ®DE3iit®�EJi�lf[]at� 1.r96A55+fi •sit6RC9 � Nrs W� LtIn W UII r N gt pa 1,<Qg63 J Yi - b 3 i NK W W O I STIONS, 17 TO OP IKITTOIMYMJWL O -4ISMwS PAS1, ON error CON nDN 4A! N6 cwN7maw AT rim GA Iwnox RANa LNx6r.4 LEss TnAN n,DSE NOTED IN r�4eI1 AwDYr wE�rN7r to kctrtAeu FPAs Dry rA - EN P LYE tl I,b€ARP MAN tHAt 7 NO 5lY i D,F.,FPS6 l5 Nt0JIA10 NM NIE MU r. MItW POP ACSPEc7iVE NpINIryNG C➢PlyNInON Aepvt •�riY J LDe C1p5u4C5 RE )RED WP NL IL➢UVT FIWm IN lIAT oI` :WE GLM O! r Y5 .11 I W CV Sl _1R19M i"C USED NHN PVII ES T ,10 TNr TONS. ItlEU SEPARATifNY R :a.L ...0 PE D W CCtl+UI 4EOY I)M PRP TI It. . rAMr er.tl rD 30TN t•, P w ND(JT o• Sit -zl uio J4 . FaYE • - � 15 u n sin a u 4 e0: wT-N gNeL P ,AStE Z. A IJ S' Cw 6lS D. s .4NE15 w. sMFF w TUNur' u6lr, cra (I I OT ra DnriDNp ,OF aR igna" c10wA1•, •€P Q OPPRNG IrE4 ,)E'NL .- :,,E1Nc Nr NUt•Nr1NG oNOmOn SFW'MY 1N t++E3E DILavANr r. D�AILOPTIONAL INTERIORL OPTI NAL INTERIOR FASTENING DETAIL D�AIL � N.T.S. N d IASt PANFi fNSP -t/1• Al IwFpt rACA+iNTFAEDR � s < � W PANS a --K+f S; 51 wALe PDU OR NAt E 'r41tw SEReW EMU ' DM r r. •rot aN' r Nut. wAsr•LRen +Y1NDN1 waDt eA� K r, .1' fD SCtlEw w1 wAaNERED y•R{s qq{[T a CN INC` a IJ(' DC WIN � 1 *DaYNrct511orroN � E zlrn. ro wrrLNi CANE.i i 6 N'TR'N ,ARi•I, p - lwNrI,rCE As M i l oil i 1 1 DLL(. ns AEpD W (NLSUPE APV..S At we Y SPACING EYI5TIN0 CDNCRErf SPACING 4 wN.f ME !/yt-"L�E� r,A1.OW mac. On VK'N GTYEN IN4NSNW 20-31° vA700 siM„NG vANEL Wd-ING)- M)+CENr tG TO TIdAF36 axe„ M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING N N Cn j a)U 2 O� C N 0- 0 O C C6 -a 0- .E U 12, N CIO CUCn �/� CD 0 A C IY- 0 CU 0 CU 01 W =+ a) 0 LL :' me•2 �{ I _ac y C CIO LA_ R Co A•. CV E +. C R1co' 60.1 � Q 3 3 'r. c W CD 40) CL C � o a � O F PCLOKTrSW�W i BS 1,250`� " °.10-94�" D OW' 2p215p03" I . � Va Lp eluu X ��"�•,. � D.094'•i"?0�94`�.625" T Q N i2 N Dlxs S$ ISGA $ Q j 'Ya°.094" A§q• o IW' iY'P. 7YP •, L i -O.3 D.O94" 494' R �ro ry I 'JIG V O.D62' 1:970" 1.9300 N0• L- D.obt 375A-� ,pB2" S:Js a3o" - 2.DOD"-lbi�2W -i a.DDn^ 4- -1 2.000' TYP �< � �.121- ]•11)O" u M WADE ,�,yJ" YwApEN si.]f19A-Dui V HEADER 4(}Ai11 �J-PAN CLDSLIRE a N ` uu btG iANEI II 3.380" MA 1.5L_�ll5� X 3173rOi�In^, �IUUP�0.]l3"0.1 ' •'p 12.500'PANx r 3 )mapOyLprEfITN1r0DN 1.00♦• 14.N75'PANE LENGTH FoCOYERAG� �i 0o" D4-Sfln� 0.215'700TYp TYP, .305�D3ry3' FjI e i RO.13S N re•, Yaa-NIT'r TRACK p) M IflAC9 ,� •F' ,WaE _ TRNy1 D /6."p 1sA➢N �D VAN r 0,957' 0 T76' "1(SS, 0 a 's..inr ua 0.190" �f a LEGMkCCTWh .. 1L+1 JI-3.000'�.D�.1y2p5 AeartD ILL -,LB I'g¢ oil YrN :ill w-H= _ s 1r00" ' VIOH CIo-=`D[0'CAttF S .+ > 4' MAX. OVERLAP P T. :C A O OWERO2UNS DETAu 1 25" MAX. 'wjl 1 V O.1W"_T •F - r. _?-a;ure ' /�.2S MAY. r� •S Mrnm.t tJ 0.�M •'A ff .yPt.,Y:I ^�r(rnt W BUILD -OUT s .0:1' w tD •r-utc Nr III t.l IMP7n. urinl DISTANCE ;r"v NF :A -Ty T•PF,Y M1 0 tux .-- w X A xl F a m t 1.000' I'TI L'e r'w:II:C- 9.. M Ie tr. v Ixr IY .,e .urry N'¢ y}a rT+ MRLI.M..I sir is L .. I,im J:r'�avY ENEED ' S.P00' tT n N 3.920'y OVERLAP oa •YMN . -aura: u. �. ..•. ` MAX A . f�H-Lt•+_ .23•MAX (\NIIIIHNI NM1NI f.l IYINF Ir Mu EE a MI N _ yB(9Ef f J 1"LL 4" MAX: 1MIN0' e 3 u4 a YDA = Hli J4 ATrI' Jca If W `? .i'•J4TT• yy lYf Y]I Y.. I i S i✓dl CD IE D Nl BED Y(rl1 -0 Tom• ■E�l.$p� EI �TMPNWMCIASUPE DETAIL - n-rn.e3.V i k'H S�YNf �I� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS ® 12.5` O.C. 2.9• PDiGE IDISTANCIF =1, �� Mtn nemn wYCNOR PREeYae UP TO 61-6 1 AN UP TO T-0• 1T 19'-10' eOYtl T"I Ogww TYPE OOYY TYRE M[ tL C2 Ca C4 CI C2 C3 C4 C C2 Ca C4 IO ,1• ]) r Din W CM a; 1 5 3 60'14.7 99 125'idle" DEWXT➢1TRACDN 42 i 3 i2 16 O' 1.Y 11 &0 11.51L Sd0 &S• S.s' I25" &D a " S.s" 119 li r'] V. 0. &6 12.T' 2fie t1' &4' .9" LED fit" & $4" I� 12 S Sd 0" A3 Y &A 1L5" ILIA-9 1" 3. ' 12 S` 12 t&0 e.i' 3: " a 1 2.S 16.0" t 1 SA 12.5" 6.0 8.1' S.4` 125' 16.0 81" S. " 4 14" = A• 1lxl 11 33 1 5' L i6. ' ]6.0' r Ti O' .S' 1 .0" 15.0" 12.0' 13.5" 6 D' A. JOT" OCT7AT ULTRMON 41 rt42aa ., 1. 1 z'a l M 12sr 1-0"1 :9 P.11111 1Lx' a 2. S' 180 3 ,lr 9.6` 12 5' i Se.r' 14.9• ]1 Y 13.5" ]E.0' 13.8' 9.3' 12.5' le 0 it. 8:7' 92 13 18r' 136r 1 ' 1T!' 188" 11.9' A3' 125' l60 1 ' 2:9" I6. " 119' 0 6.S' %1.5" 36 0" 1101 AS' 12.51, d p 1 1.8" 1 f 0.1" s I '1r7IR' rNIY-D 33 J ALL geiT4 SOUO SET 41 1 2 5 SB 0" 16.0` 1 6 d 1 2 1" Sg 9' 1 T' 4' i i7. 12 5" 111 D' D 34 1 . 1 9" 12 S Sd:a' 3&O' 138 1 5" 340' 1L6" 40.01. 129' ' 1910,41.3" i0.7" 115, 1$.0" ISL61, 33 7 T2 3" Id D' ILI 10.6' 12 5' 16 D 32.5" i0"" ♦B y 31 q.F 12 S id .0" IC4 1 1 3 SLL id 0' 1L ' 10 " 9 6 f 3" 2 id 0 12.r. 10. d" T 71 ILS 16.0" S' 1 8' T2.5' 6. " 12.5" 1p. ' lzv 161, 1 .5" 10.i" V4 x I-- 0 MNKHr 33 ISEYYNI Mtlh FAIT M EIS 32.5 1 ]40' 4 1&O" MA l■ 16a' 12.5 3"41 6 ' } ➢ 1& 14.a 123 2.3" 1 } 0 12-e L 2 S Ie r' 1&0' ]4. " LT_7' ld q" li5" ll 2" t2 5' to155" 31 t" X 52 12.5' 16.0•' 16.0 210- 1L5' IIa; LSS" 11 Y' 12 5' 16 0 15 3'• 72 1L5" 5.0' 1sx 11 L S' 4.0" 51. A2.5" 16 ' 35.r, 1 2" 2.6- 636E DESTAAICE 311r i 1-U4^ 000 33 3.25' 30.3" 6.25" 7 1' b.25' 6.4". UI 1M. 1,, 1-0. 41 6.23" 9 3' 40 &act' 71" 52 4.2e' &d" 12 4•INw I• 33 12.5 1 l• 6. }3 i. 6 t05 I IYMNIIW,W ON 41 AV, 13.7" 623" 9.3" 8:23• 9A" 40 6:2s. 117'• &33" o'3" 4.15" 9.3" q-� 32 &2S' 1 9.T 1. 6.21" 12 6.25' 3, 3" say A9" I/4•rl-IJA•wMhl 13 12.5' Y73' 73`IL6"SDA 3YS:DN` e1S"' 720' 416. AS" S.S TAPCON +1 12 S' 6.05's. 62S 10.8"4.Y' 4.0 0. 4.4.0" 12.5- 11 i' I%- 3a- &Z5" ]0.7"' 44" 417• 5,23" 10.7- 41' 411" pU U b 5 12 3' 4.7 4.6 &29- IO 7 4.1' 0' 6.25" 0 7 41 • 4.0" d--,r....._ $2 72 25 10.7" .1 0 r. 5" 0 7 43 25" q 7 4.2" 4.0' r R ISfI HH 1 3 D ql1 POINT95DgD SET 41 12 S is Co 14-] 1 3. 12. s" 1&N Sr2: " T A 1 D 7" 0" a. i 2.S 19,0' ]L7' Al 12 5". 160 7,06.9' 12 E" I6 0 7 B" 6.9" N 12.5 MO" 9.7 a ILL ' 14,0 7.7' 6.2" 12.5" I6 D 7 ]" 6.2" 32 12.5' 2d p' &4 72 125" 160 7.7" 6.21 129 1$0 77' O 71 3L3' 162r' 7.T &1 12 s I611' f 7' 4'. s" Ii D 7.7" 6.2'. I), A M+' MED 33 12.5 Sd.r' &4' s,9' 0.23" 11 5" 4 4" 4.1" &23" to 1" 4.0' 3.7" nwNI-10AI1 41 12S 11A• S2" 4,a- W2 5" 93 7.$" S' &25• 92 35' 3:3" {d 5:25 13.5' 4A" 41" is 3.5- 7.3" 6.S 106" 41" 2B' &2;' 92" 3.9 1.]" 623' 02 11 9;3' 4�-ilRadaaRalB► 52 72 6:25 9.2' 33" 7.3" 82S 3 92" 33' J3" 3141•Pomp YACTAMM MAa aBfAaw AYCMOR ►R0a0Re 77Pe FW xPgN Ili 1 '-11' JA L. ILJ lr ' F P o liI IIr dotY TI PI CeY.■ TIP! Cl C2 C3 CA Cl C1 C3 C4 C'ONR TYPE cl CZ C3 C4. Sin r EMBED 23 l kil!Nl♦W u 4B L)--••P'�'� 52 72 i1 F' 60"I.0 6 D09' 32.5''560 160' 75" 12S 6P 6.7" I 4 S2i SB d'1&D ee 12.9' BD Ise" 81" 13.5' l D Y4 a' A➢" lY S 7 0•' 16.0 a 7 5 I. ' 18 0 14 7" 6.0" 111" ] 0 14 7" 6a" b tl S LI S 1 6.C' 16.0 la.a147 6 9 32. 5` &U' 12 S' 16 0 0 14 " 6 T .0 L; 7" DA' 12 S" 32 S• 1 6.➢' 14:T' b➢" 14-G' 14.1' B " .11r 1172'OtDQ. 33 WOODSCRNI 41 48 32 12 12.S 6 ' 1 .0 160' 10.7 12.5' 160 121" JA" 12.5 16.0"10.6" 6.2" L2.4' 16.0' 141` &1' 12.4' IS 9T 6.6' 12.5" 16.0' 9.7' 111. 1215' l].5 L215" 11L0. LLD' 1ACY 111" 16.1y" 9.6" 7.0` 12.4' 64' 12.5' 5,6. 12.5' 16.0 Is 0" L60' 4,6" 3a' Be' Se" 9.6" 5:6' 125 12 T' 12.5' ]6.0' 9.6' 1.6" 16n" .1 S.e" 6.D' "' &6" U4"71-1/4'MKV 13 TAP 41 CRr'CFAS• y 60 WANMIMMM BE 7T ills' 12 111D' I&0" .0" II " le 1 ,3 12: 12:5•' 160" i . E 0" 11. 9.2 2:5' 125" 7 .0"30.2' • 9 ` a.0 ,Z 12S it 5' 51.5' 6. 'ILA Moll 10:5" 16.0" 9.1' SI.S' i2.5!' 13 S' 1i3O' 16 0' Mw, 9.1' 12; ' 3•Y 6 Bl 6 +/ 33 All Pi1lNIHxYJXY al WOOD 6MSN®C 48 .I� 32 T q,67RW E!� 72 LLS 160 6. a 2 .5' 15.5" 6.0 S. r S2.S 13 B' S.Y BS 13S usa. 9.0' 39 12.5' i 15' 9. e' 41' &23` IZ a' 4.e" a1' MY' 15.4•' 5.9' S 0 &2S' IL)" 4.7' 4.0• &25• 1 1T S 14.2 " 55 4.F ' &2S' 12 3' 1 " 411 .1 6.15" - 12. ' ' 4➢' 7 4:T 62S 12.3" A?" 4.0` &2S' 12 3" • 4.0" 6.23^ 123" 4.T" 4.0' ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES LL RE , MAXIMUM ALLOVJABLEANCHCR SPACING, MAXIMUM ALLOWABLE SPANS AND PRMSVRES INDICATED i N SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE WED ON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE M,kTERiAL, B ANCHORTYPE SE7.ECT DESIGN L1 AO GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPED 3. 'PANEL FASTENERS" ARE STUDS USED IN CONUNCION WITH ALL MOUNTING EXTRUSIONS "r-TRACK STUOIJED ANGLE ETC USE6.25`O.0 PANEL FASTENER SPA TABLE VALUES R ( ) L•IIRG va F13 ALL "H"-AND 'V'-HEACE85 (INCLUONO BUILDOUT CONDITIONS) 4 ANCHORS SHALL BE WSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATTON6 s HOLLOW BLOCK E HOST STiUCT RE SHLL CONFORM M WITH C90 KOX 6 MINIMUM E41DMENT SHALL BE AS NOTED 1N ANCHOR SC2IEOULE, 7 M96MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITEOTD I/4` MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQL/ATEIY TRANSFER LOADS TO HOST STRUCTURE. B. CONCRETE ANN}gILS NOTED HEREIN SHALL BE EMBEDDEDTO UN-CRAON`ED CONCRETE ONLY. 9 WHERE EXISTIRGSTRUCTURE ffi - FRAMING EXIST) G CONDITIONS MAY VARY, FIELD WOW N AR VERIFY THAT FASTENERS ARE INTOA A7E 90D " MG MEMBERS, PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOORQSIDE CLOSURP�gM HS, NOT 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"X4-(141111.) WOOD STUD 14 EDGE DISTANCETS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALLBE "SOUTHERN PINE" G-0.55 ORGREATER DENSITY, TAG SCREW SHALL HAVE PHI LEVIS PAN HEAD OR HEX )FAD, ll RENNIVABLE ANCHORS ARE DEWALT PANELMATE, ALL-1'011INir SaLID-SET 4 5055 BUSHING 13 MACHtNESCAEWS SHALL HAVE I/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O 13 MWIMUNEMSEDMENTANp EDGEDIST, NCE EXCLU DES STUCCO OR OTHER WALL FINISHES, 14 DESIGNATES ANNCHOR GCJT,gMO" WHICH ARE NOT AOMPTAaLE USES. DIRECT MOUNTING CONDITIONS_ 16 LINE.MR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SC 4EWLES LISTED ON THIS SHEET I If W U) I CU O i CD U =3 O ^^L L..L CU tiR n LI Q Z Z Q J a SHEET NO. SH 1.5.