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HomeMy WebLinkAbout36442 Garden Wall WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bdold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Cirde HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir ^ CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) \ COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square \ COL or Col. Column INSUL or Insul. Insulation STO Storage \ COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar 0 CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered O O CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken \ CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring M DEC or Dec. Decorarativve MC Medicine Cabinet TRANS WDW or Trans. Transom Window� � DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical � / DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter v v DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise E:1 D DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer n EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06,23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES 2074 slid INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2•2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN J•� 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOT ES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The DesignerlArchitect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. M N ' d C%Q c , C fC U N N C fn Z Q d CV Y 7�` _ �E� U d � 3 � ` W C Q N G� c � R o a_ w�- P P: ,A S E '` � .,• �� �n NQ �� ` V III •• �R F I - 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 H a Cn 8 N N 01 IFi y C N r ' P-- �r- N O 2 M u 25Sz a'? a � N LL LL 5 LL W 55 ' Z 13 Wd = o a If - o 0 tnZrnrn m W I Zz IL � ;^ t N O U Z (D z N M z C' CO N z v � o 4-J f6 "LU ' 2- �U 0LL'Cq V1 c_ �V1 U) . U W J U o y C N d QQ- i-4 o 'o Cl)W M � Z Z ¢ f zo Zo go E u (Q 1 F- w 20 XU om UO 0U ZD ¢r ¢o OQ ww i °do m� (4 �� ozZ U F O Z � aw 2Z � 3 0F 29 Z. ao �w WCL U �' �o �= w wiz �5 >C) o 5 00 a a) O ' cM O, m 0 � N a CIO :3 O o X to V / j� m 4-1 Ll J � O 'n � h ca N O l0 N Qlot N r N M N o Z M Z j E N T c c a U � Q p JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. C S tslo, VARIES, 2" LESS THAN CABINETS BELOW MIRROR KITCHEN 0. BATH L710- I I 7MI, , , � � KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 E W Lu 24" TOWEL BAR ON WALL ABOVE TOILET TOWELBAR TOWEL BAR IN TUB OR SHWR. ON BATHROOM WALL SHWR. MEDICIN� VALVES CABINET TOILET SOAP PAPER zo DISH HOLDER cr cc 02 02 LL > rF--O 7 A FIN. FLR z Lu 0. Lu ;0 M d DOUBLE RODS 9 42" H UPPER CABINETS ­-­, 36" H UPPER CABINETS- Jp"11RUIEN 30" H UPPER F5R PANTRY OVERHANGS THAT CABINETS EXCEED12"MAY REQUIRE A SUPPORT BRACKET 36"H BASE 8 FINISHED CABINETS - COUNTER TOP 30" H BASE -7 1 CABINETS - 0- V-2- 0 2x FRAMING- C1 &D 7 112" GYP BOARD I U 11 ILR. I F­1 P­1 " "X. 1. bULL HLA 11750 SINGLE ROD 19 60 E 60 rdzT BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-4"Xl '4" "L" SHAPE CMU COLUMN 9 N U) ur� 04 Am" N VIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL LID co C (D 00 _1� V-4"XIII-4" "L" J SHAPE CMU COLUMN 2.51-n" 1. 13'-0" 12'-0" ,11 -4-4. T-9" 8'-3" --------------------- 71 LPAD HB (D 35-SH ------------------- t LANAI NOOK,. 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG"_"' TILE 12-4- 6068 SGD _J -4 L - ------ 0 L P W-10 t F: F a. Lu 0 z z FAMILY 8'-8" FLAT CLG. CARPET L -T -A 2'411 1 TCH 8'-8" FLAT CLG. 468 TILE 0 _01 z: FLOOR G.T. ld� REF + L - - - - 4 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d (r" G, 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET - S3 60 (D P 10 42" H 1/2 WALL -J T-3" 4'-2j" 9 OR RAILING PER SPECS 8 FLOORG.T. (3) 2x4 #2 SPF STUDS w/ (3) 16d a NAILS @ BASE cr P C� 0 0 J U_ 11 2 3 41 51 . I. 4068 'ARCH PWR C� (3) 2x4 #2 SPF 8'-8" FLA G. Q?7 W. STUDS w/ HTT16- TILE 4 AT BASE TP OP PE K FOYER U) LALIN 8'-8" FLAT CLG. T Q '-8" FLAT CLG . D. 4 TILE FL TILE b SW H1 6-741" 64" 1-0 T-23 4 4" 7 cli EDGE OF SLAB 2" BUILDER TO -3 BEYOND WALL PROVIDE APPLIANCE PROTECTION WHEN 00 NOTE: FINISHED WALLS CD REQUIRED PER FBC 0 C0 TO BE FLUSH. FIELD - VERIFY. G.T. 41& - - - - - - - - - - - - - - - - - - - 8'-8" CLG. A. F. F. - - - - - - - - - - - - - - - - - - - --- 1 8'-0" CLG. A.F.F. 11 ENTRY1 54" x .021, Z _J LU _18'-O" FLAT CLG. AFFF z IATTIC < I ie�P�E±81 . J L) MW--- GARAGE 0 i 8'-0" CLG. A.F.F. OP Fr 0 LU Lu _J N TYP. @ SINGLE > Lu V-4" 4�4' STORY (SEE AA/S3 FOR STEM OPT.) r--------------------------------- I I I I I I I I I I I I K I I I I I I I TYP. @ S4 I I ---------- GARAGE --------------- 16070 OVERHEAD DOOR V-8" 116-0" V-8" 119-4" 5'-8" 25'-0" -1 EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A. F. F. ,,---DRYER VTE PLUMBING LINE TO SECOND FLOOR �-WIRE SHELF @ +54" A. F.F. LU LU z ,0 LU 0 > _5 000 I 80 X: -41 HB 9 I-) HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 H7 (2) - 13/4" X 16" LVIL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVIL 2.OE 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET:1 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 18JX25� S.H. 13 20 X 38 3 8 18'X37i 2 S.H. 14 20 X 50 1 18 21 X 50 S.H. 15 20 X 63 18 2'X 621 2 S.H. 16 20 X 72 18 2'X 71 S.H. 11­12 27 1/4 X 26 26 X 25 S.H. 27 1/4 X 38 3 26 x 37 S.H. 27 14 X 50 8 26 x 50 S.H. 27 14 X 63 26 X 62 1/2 S.H. 27 14 X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 38 36 J X 37 3/4 S.H. 24 37 J X 50'8 36 4 X 50 S.H. 25 37JX63 36JX62 1/2 S.H. 26 37 J X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' Wf DE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 3 52 1 X 37 S.H. 34 54 X 50 5 52 21 X 50 S.H. 35 54 X 63 52 ' X 62 12 S.H. 36 54 X 72 52 2'X 712' S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 L_ 79 X 59 I N/A I S.H. I ------- i R302.5 Dwelling/Garage Open i ng/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: III, 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 contro evices t at comp y wit ect on . . . Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17. 1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic I crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND F7 I I I _71 MASONRY HGT. @ F-13" A.F.F. MASONRY HGT. @ 8'-0" 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 FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F ' LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFTFACED1 (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-B SCALE: Y4"=V-0" -C4 U_ cz C= W C14 C= Cc CIA CD C5 0- 05 'a?'O W SE -*&i VC 0 ,-,9 C-3 FLO 4� OF Yt`� - To the best of the Engineers knowiedge, infornafion 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 bealing Engineers signature and seal. W E 0 'S 8 'kli co, 1� CD CID 0 05 U, W_ Z :2 .9 N 0 4b ce) V c: _J u_ LL cU L, CIL WL r, z ca 2 8 0 02 r.- Co z Z� 0 C, z LL 0 0 0 z 0 U) W 0 4--J LL, C� �E :9- 0 OU-) L.0 ON I- U) E 8 ts, N Cz 44 V3 C13 z 00 z z < _J U_ Ins E E5 g CL 0 E u ru, Q 0 00 0% C:) E C14 ro t 0 z .0 z _J 0, z 2., 0 2 < zz 0 J 2 z W C) M0 1, X0 CD 0 zi 0 tz C:) cy) cc 0 Co r., >, CU c) -6 CU 0 U) .2 CN L0 72 C0 04 (-9 C-4 C:) 0) C) C14 C) U') CN `t N 4) E CY) 04 E 0 cc z T_ E M ca E 0 '6 < 0 -1 JOB NO 22-12361 SCALE : AS NOTED SHEET NO. 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING - - 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING 16 14 13 - PRE-ENG FLOOR �12 TRUSS -- 11 1x TREAD (TYP.) ��10 "t / 8 2x4 THRUST 1x RISERS (TYP.) r / 7 00 BLOCK STRINGERS n 42" KNEE WALL WITH _L 5 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING ` 3 DECKING ih 2x6 LANDING g OCK UST 2 2x4 FRAMING 1 TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1!4" = 1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. andraiis: 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 r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along 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. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. nder-stair protection: inclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35 MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDING STRINGE CONNEC 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. 9'-0" MAX LANDING LENGTH SIN iEE `N CONT. HANDRAIL RETURN TO VVHLL Ut I HIL B SCALE: NTS 25'-0" 3/4" PLYWOOD 4. DECKING 41 2'4- 16'-1" 6'-7" -2x6 LANDING 2x4 FRAMING 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR H1 O H1 1 D2 EXTERIOR WALLS B O 6 TYP. @ 1/2 33 SH (2) 25-SH CORNERS D2 TEMP D2 EGRESS o4-SH in �_ "w - nn(s 1668 -;--- I_ B.F. = _J -- � 5 -6" - 2'-4" _ - = IL � Z Z 110 24 -- M -BAT }H 3 Lu I- O Y I I 8 _ 0" FLAT CLG D2 IILE-_ R/SH o G.T. 1 SIM. w/ O 48x42 - - /� - _ - iv - - - - - - - - - - � MSTAM36 3 RECESS` v _ TB @ BASE D2 SH E� _. - - i ,. T-0" t- 2--3'-211- 12'-10" Sim. w/(1) TILE T- - - I ��� 36"x22" MSTAM36 T A. ,F. `, I �� ATTIC @BASE �----- �i 4W� __ ACCESS OWNER'S N - N � 8-0IF TCLG LO SUITE C PET TP I 2468 8'-0" FLAT CLG - +-- - Q -- -� - CARPET 10 4068 B.F. co w 0 0 BEDROOM 2 4-----/.. ----- 8'-0" FLAT CLG - CARPET I I w 11 12'-2" " 4'-8" 4" 7'-6" = D2 w o ccNN '� M � AO � 00 L2668 5068 42" H 1/2 WALL 16 B.F. OR RAILING PER 15 SPECS I J S6 _ �' i 14 13 --------------- TYP. @ 2 R/SH U Lo D2 STORY. SEE JJ/S6 FOR o 0o TECH I I 12 11 O STEMWALL ° r CENTER I OPT. iniT-3 I 10 5 -7" 3'-4" 5'-8" 3'-3" I 9 3'-11" ATH' - - I 8 , EILETO A.F.F. 8 -0" FLAT C -1---a . M I 7 L1 TILE P 2868 -' I 6 3 N v M D2 " 2 3 4 5 SIM. w/ (1) �q> MSTAM36 qcO @ BASE 02 BEDROOM 3 4-SH � N SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 CARPET G.T. --_-_ - I - _-_---_-_-_ @ BASE 1 V-6" 12'4' 11'-2" G.T_ SIM. w/ (1) �r ----- = I - � �- o �------- MSTAM36 OI a I F m r @ BASE T BEDROOM 4 3 3 I 8'-0" FLAT CLG D2 D2 CARPET G.T. SIM. w/ (1) = MSTAM36 00 I @ BASE 11233SH Y I 6 B H1 I 25-SH 25-SH 9 EGRESS EGRES D2 B 22 D2 a)H H1 D1 I t----------- -10" L 2'-10" L 2-11" L 13-6" L 2'-11" 25'-0" I I I I I I I I I I I I I I I I I I I I L---------------------------------------I REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'4' A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 O +26.6 / -33.5 GG SEE SN SHEET HH SEE SN SHEET 140 MPH tomm 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 251 S.H. 13 20 X 38 J 18 2' X 37 S.H. 14 20 X 501 18 � X 50 S.H. 15 20 X 63 18 2' X 62' S.H. 16 20 X 72 18 2'X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38$ 26x37iq S.H. 1 H4 27 a X 50 8 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J X 38 s 36 'X 37 3/4 S.H. 24 37 J X 50 s 36 � X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 a 52 2'X 371 S.H. 34 54 X 50' 52 ' X 50 S.H. 35 54 X 63 52 z X 62 ' S.H. 36 54 X 72 52 2'X 7121 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 518" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'4" 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 FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 jR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-13 SCALE: Y4"=1 '-0" Cn N N Sit Z d Q 7 W V N _ -o CO • � G L N -C7 N S N O � Q N 3 a'• � x d � u 3 3 TO d d i C q c E 6 a � �RowN " NSE• �r� ' •., F L.O .•' /�I,lirl, 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 o m $ unCOLo s s M W u_ LL W ,wf Z Ju_ LL S o c a L @ v O Wt°n pjO1 Co Z LL� Go N Z 4 J 1- 0N Z �M J � "...... W El El z � 8 z $ z o � J - N �, z � - 2 u- � o U O W s Ln c N V) .- U) ��° U UJ W i "•.- g3g?? U o U)8 0 ¢ Y �0 N so w M Cl) a p Z E aE = �'Z w > g <R �® o� u cu a� 2g 00 Z o ra a��� wz ww y � ra C <o .I U ms o Z oZ N < �Z 3 n 3 0� 0� go a 0W W U 1. � o Z _� wa -o sY zlar a 0 ?� �O 0 = >M O cc O N co I_1 m r- :3 OCr �� O in C LLO O -v a 04 O .� N O LO N E c M N Z Z T c a. U J Q p� CD J JOB NO' 22-12361 SCALE : AS NOTED SHEET NO. 1.2 I 1 I I l I -- 1 1 1_ 1 -L - FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 5 SCORED STUCCO BANDS ---- --- - - T.O.P. _ HDR. EXTERIOR PLASTER ON FRAME ^110 SCORED 00 STUCCO N F- BANDS SCORED STUCCO FLASHING 5 SH \ \ 25 SH BANDS 12 _2_nd_FIN. ---- - o -- - - -<\ - -- -- FLR. ------ ----------- -- T.O.M. — —---------- -- - ---- - ____------------- _____________ _ _ T.O.M. @ GAR. CJ /WEEP / ENTRY N l !� F=7 rl F= I� 0,1 SCORED rl � U u TEXTURED STUCCO CEMENTITIOUS 00 O0 BANDS FINISH ON CMU 00 00 SCORED EJ�STUCCO CO NBANDS v _FIN. FLR. 3068 16070 OVERHEAD DOOR FRONT ELEVATION — ELEV—B_ SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT MANUFACTURER SPECIFICATIONS 12 12 5 5 SCORED STUCCO BANDS ri SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = T-0" ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------HDR_ EXTERIOR PLASTER ON CJ CJ FRAME 25 SH - — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLASHING � ------I— TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 2NDF ---- ------------- -T.O.M T.O.M / ENTI _ - -HDR_ I SCORED STUCCO BANDS 25 SH 35 SH _FIN. FI LEFT ELEVATION — ELEV—B 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. 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"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV, 09.24.21 N o car c cis y ro V cs. n Q Q NMo.- N N O f6 d -E c y o a' id 3 ca ►- m a a -a .> c o N a. m 9,0 K �2 C'm a� x 4PCV C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o 8 A`vt- V Lo -Y, 0 0- �- m U- 5 LL W 55 I� r x v Y Z W a J a Ii L N > w:03.2'r- Y13o .0 iL J J 1- Z (V O U V S z N � Z Z J — a r z � �N 0 o LL TC• 4-J � o .� J O $ tl) N c J E L a l� = 98� U e ¢ Y 0, N s� Co M w Z a i Q LL. C a 0 g 0° 0K _® E v ¢� w� Z — O E N �Z O o a wo <o ¢w w� a; ` flu �� z o4aZ U N0 .0 Z Z Qd QW Cn N 8� w� ZZ 50 NZ W <0 1� w� >_ o Nr A a 0 3 0 c O > cvi Orn m O � N T r � O ^ o O (n N C LO O -a (D N 0-) .0 N O 1111 N Q It m r a) N M N o z cc Z E T— m c c a. E4. U 0 Q p C .CD JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. 2.1 i 50 HDR. H( 2ND FIN T.O.M. T.O.M. ENTRY HDR. H( FIN. FLF EXTERIOR PLASTER ON FRAME 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 4' OFFRIDGE VENT 12 �5 ME E Ci 1/2 33 SH 25 SH 25 SH T.O. ------I------------------------I------------------------I--- 2ND FIN. FLR. -----T -------- C Y /WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH 6068 SGD T.O. HDR. HGT. I _ _ _ FIN. FLR. REAR ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" ib io r-rrlrn�r AC%L+ r- rArLtTAr r 117!17% no nr•n RIGHT ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" =RIOR 'TER ON VIE -URED ENTITIOUS IH ON CMU 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 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 C 1063 & ASTM C 1861. 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 s•� ra cm LO _ d� c* W �r- o i C r7 C..2 0.4 M' �_ d w 'L T � E so. Ca S% w l``t\\\\llilllt011f N. •�... ''•� 26F •� Qv g O _ U �O{G �; FLR 0FESS10N` f1111111111't\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E c)8 0 opt W inter M v �Q W J W W LL LL a J Z _ rn a IT L W CL Q W o��� W rn °' m Z N Z ¢ Z N 00 0C) W ❑❑ z � z g- o J — n_ V) z U' v " 4-+ c—/�' fa W e 0 ,,, s to ry Y w m}. ' r— J E _ a `Io to s o m W zo U- _� p ce E n. cu V o vo E ao Z D h ` $ �o az Ix 2� ro C ^ w oYcJw V= O zms �o ya Z� Cn W gi o o Z go W d a h mF I� JW w� �r° > o Na� i�a °3 N O > C'7 Orn E m C7 � N > r :3 O 3 Y `° O U) m N �. C LO Cr) N 0) CV O Ln N Q ( r ui M N N o z r0 Z N r E T y cc a E a ¢ o JOB NO: 22-12361 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. 150AI200A INDOOR MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA 1 150 AMP/ 200 AMP 3 to lights & outlets 2 to appliances and GFI to WH to Range to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. FqT W.P. KG.F.L I� I� $3 ?4 $R FO 4-P.C. %W a CH PB DB SD CM USB ❑TV ❑N2 own ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 1.5" VTR I I —111 3" VTR I � I <\\ I I I VTR TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN SWITCH EXHAUST FAN/LIGHT COMBINATION DISP( ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) \ (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH PLUMBING RISER SCALE: NTS KITCHE LI1(15��7 111 �1 411 NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS WP A/C PAD GFI DISC. .I'i. I , 1 ENTRY vP DB &GFI TO I GFI BEALIGNED------- VERTICALLY �1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS = Er w w I_ 0 W Z -1 2 O0 m HUH > _j COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS \ / PER SPECS ROUGH -IN FOR OPT. CEILING FAN I SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-B CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT, CEILING FAN (1) PHONE LINE, (1) DATA PORT SCALE: %4'=1'-0" 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. � I I � f I � I I � I I � I I L----------� I I I I I I I I I I I I I I I I I I I I i I i I i I i I 1 I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I SECOND FLOOR ELECTRICAL PLAN ELEV-B �+ c � w Cam. O z U CL y, C W p- Vf O 10 E s c CL.. col •n[ tr 3 iCi d m .La � u m ? c r CIA E 0 0 a` r- N 0 N N 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. M W a E 8 00 N 0 N co, Y/ 6n r 0 J di M V LL LL a1 I J f9 13 n JLLLL a a Z 'a 0, 4 cc @2�_ 0 Z co N z Cl) d LO Z N V vIL W 00 z N � z C' � z n th W � U 0 W $ CI1 c N r) � � (3 _ '— r'n W — E L � I x Q Y m N l` m o W ZZ w J I Q o a w� �a W,_Do- Z® m U rO o 0 U 0Z 00 �U Oz Z N f6 L a� < as w �: t0 z m 0 O LL Z(n ) In J a� gZ a`�i 3 a3 8 g o �W W 3 wLL �2 yE =3 � 5 o co UJ 1 >0 a q- z d°• cOiU ?i C 0 i 0 o� m c� N >' T' C) ^ Cr Y `° 0 0- U) in N '2 t\ O .� (D N N O 0) LO O Q � C14 T' ui E 41 N M N o Z Z 7 E f� iJl T m c m JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. 3 w a O J N_ In 4'-0" ROOF VENT :1� 2 SLOPE 5:12 SLOPES i �tr z w ZONE-2 l� 9 O ATTIC SPACE O T 1170 SQ. FT. LJ 4? w a o w N 0 LO 4? Lu O J f VLO5-12 5:12 5.:12\ SL LOPE cli 5:1�2 SLOPE 5:12 SLOPE' I I I I w I (ZONE-1 o ATTIC SPACE 0 I '316 S . FT. I I Q I I I I i I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 —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 - ELEV-B SCALE: Y4'=1'-0" m N O ' N CO = d Z � a ��a i t! C1. n M C t6 V N 'O m X n- N W O s. y c co � y N � d d E t c d O r C A cc L � G G 7 st y � A O a C./ i O XNPgFtO W/V N C) Np�OFQ a r►w �•i �•••.•� •••• �lti��� .ISIo��r. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E o �8 O N 0 t� - CSC n W F. O N m G tan �i # 04 0 of qLL Q C -j LL W L d "' d 13LL — ,Z 0 0 Mom 0 W W m Z N IL LL 3J 00 Z W z � z Q E3 M s C1 Q) U.f>3 uJ •V o = _ OW V) r~ y W L z; .. N M -4 O M w� w Z Cl) o U O zo a ow ui� >p <R =a on E ca ~ $0 Qo Z o CV �� 0 Q wo <o o� wW ¢w ID C z QX m� Fo Zz z CA J cw zN CL a y w W yLL =3 OF w o' LO zlpd � 3 0 T >"M 0 NCU N >' T o � O 0 (n 0 N m LO o M CN .C� N O U) N'IT Q � T E cc M 04 N o z z y r E T c a U 0 Q JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. 4 's s ♦ ' •° ♦ •,= #5 CONTINUOUS ° \ , ♦ . • "\, REINF. SEE FND. FOR _ • °" ° e. ♦ \: ,.. '' ," QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' °� b,- ° HORIZ. REBAR, TYP. U.N.O. - ° - • •- ° ' ° "Alternate: ' The reinf. bars shall be - ° - ° • s • •- - - • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON r P\1 ILer1n-rIe%LI P1I ALI CONTROL JOINT DETAIL 0 to w J U Z_ fn " I ?'-6" 3'-11" N PROVIDE 1/2" X 9 ■ ( 1/2" RECESS FOR 00 `7 I -4" FRONT DOOR to `t I w q TOP OF CONC./ PAVER TO �O 90 �r I BE 4" BELOW FIN. FLR. V/ r cn ■ 2'-6":x Z-6" x 1'4" 4'4" 1'-0" w/ (3) #5's E.W. L S3 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. r to c0 CN CV to 13'-0" 12'-0" 1 V-8" 3'-5" 5'-2" T-5" TYP. Of L PORCH S3 �PA ------ ■ ■ ■I l IN W I INDICATES FILLED C LL I l 0 I w/3000 PSI CONC. GROUT FROM FTR. TO BEAM w/ (1) #5 I IU ■ I REBAR VERT. ABOVE SLAB. 6'-10" 4" I TYPICAL @ ALL PLA ES I I I SHOWN. HOOKED F1 G l I DOWELS w/ 17" EMBEDMENT q w/ 25" EXT. ABOVE S B. GRADE 40 STEEL — C.J. _ HVAC CHA E ■ — — — — — —j 3:1"BASED ONPROVIDE 1 1/2" LOCATION(RECESS FOR SGDIREFER TO MASONS ;0 S3 (SCOPE FOR WIDTH. I I I ■ ■ I I � Ill I ° F-01 l I I I c.J. F Il ■ ■ 6� 3Y2" MIN. 3000psi CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Y" MIN 2500psi CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I IU d C.J. I 2'-6" x 2'-6" x X-O" 1 -0 w/ (3) #5's E.W. I J - J T; I ss TYP. @ TWO 3'-8ya" I 4'-1" l STORY d l Il ■ 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING TYP GG S3 I I Il I o I I I � I I Il ■ ' I Ill L.. J PLUMBING GG I I STACK = 13'-1 S3 STUB UP TO 2ND FLOOR FOR A/C F- I Q' I K 31 /2" C --�' — S3 7S3 I w W 17 9" I �Uj °z L- ~ Uj zW I �U� OZ I j0 J MINm `i (-j U I �I � W >W ■ L . TYP. @ ■ ENTRY I w a o I (2) #5 VERTS w/in S3 (2) #5 VERTS Win FILLED CELL — — — — FILLED CELL — ■ 1'-8" 16'-0" 5'-8" T 19'4" ■ 4 r HB 0 V-8" �� �o v 00 O 0 v 10 0 TYP. @ SINGLE _ STORY MONOLITHIC FOUNDATION — ELEV—B_ 1'h N ' N CO y 'o _ a u.+ 0- Cc A n. a dN ]C a, E = c 0 iC q� N A A c o ar ����►i��Irrrtr r' pW go w ro O` LU a 40 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 seat. W �E 4 O M 8 5 N N CA S �_ N M 0 % r Q C J LL W qLLu- a Lu Z m q °' a trod Oc W 2 O W 0�°'°' m W Z 'n m Z d J 0 U0 cv OU y Z Z N Z Z � Q � a In Z v 'o ry C9 4 N '1'r U`� g — 0 LU to U ar ' I.Lr L U � ifS 00 Q � _ • N o w M p ZZ Q LL wa �o o� <I; a o E V as Z® °w¢ N ~ CI x U U p O U O E O N Wz 0 ao wz L _ C xU ".m m0 z� z1_o0 N J c � �LL Qw g0 io W d� O 22a U N W U oa ~a J 03 CIDO z1�4 0 3 La O = Cy Orn m � N ca r � O � ^ Co O � (n co LO � O .a 2 I� O .� N O LO N Q �_ r E .E Ch N N Z M Z N r- a c42) i Z JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. 5 __ _ TYP. @ 1 CORNERS p2 0 80 0 F, Cl) 00 LO 13-0" 1 12'-0" 2 FT3GE D2 N 0 A @ 24" O.C. MIN. CE CE CE S6 CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE FT7G 1 L1 0 iv c0 FT6 TYP. 1 E LO BRG. WAL 0 0 D r FT8GCR FT11 LL. FT13GE BRG. WALL CS 5M J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL H35 A (2) A TYP. U.N.O. ao 22 A (2) FT9 D1 CJ38 CJ 16 _ 9 D1 D1 do FG3 D1 M 10 m m M U C� 5'-0" Cl) m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e I 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 1 GABLE -38.22 38.22 60.99 -60.99 -60.99— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � `\r O �/ 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 IF9i j I I ROOF SHEATHING: 1 O 1 I O SHINGLE: 3/16"EXP. 1 (2%6) or1%2" EXP. 1 (3�6) 1 I I i 1 10 TILE: 1Y32" EXP. 1 N/1s) I I r NOTE: I I I 1 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS z J r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=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. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" MAX LSTA30 EACH SIDE TRUSSES —/ EACH END OF WALL 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 SEE C/S3 FOR ADD'L INFO. 1<7 ,7 7-7 •: _ ; xR�'` � SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING ° SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS 35 SCALE: 1/2" = 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 1 112" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w! (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" 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 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY BARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B_ SCALE: Y4'=1'-0" 'I c Z •o Q 1 a, a C3 � o • a� o N c�n- ets o >_ In N L N O J Sj• co E d LJ � 3 � c o cc = T N Q- c E � o a U u�ttlfr�,,�, 0K Al ,��• Q 6�12 l ou NP r �lrjtrCi)1.4�1 .'-_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H E o $8 U 0 N o1 C' N M1 Co i 00 M ycov i Q C -j LL W LL L SS 6. 1 3z.M.Cg J W 'L {Z^Y� f O Ag°'°' Z ILW IL m N r- Z ¢ J Z OU U W ❑❑ Z w $ z � � z Q cl- N z `° X+-j U- cn LU U O w i3 V) rz Y ' w E L z _ 2 d) U o Q .0 o • o C w M Z Q U- 0 E zffi Wo s s > z® oa N U 5� 0= ?O Wa z g E N � g o Wz Cl)C C U O 0 oLL z > z J az z to CL d �9 WNW az W U Nz = k fir O O <p V w az Z Q az O_ U 'S OC N > M LL O ui rn m m 0 N (o r.--. > T :3 O 3 ^ CO O (n m N LO .� 04 O LO N Q � 04 E c (V M N z z E T y `m c IL E U -j ¢ 0 JOB NO : 22-12361 SCALE : AS NOTED SHEET NO. 6.1 1 M I I I - --- —) I 11 (2) TYP. 25' -011 1 1L 1 f�11Y1 1 I"-1 f�11Y1 r OVERHANGS OVERHANGS 5 1 —511 19' —411 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft / \�O AREA ROOF 1 2e 2n I 2r 1 3 3e f 3rB HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99ROOF NAILING 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 I r Q ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: I(D I l (D l SHINGLE: Y16" EXP. 1 e%) or 1% ' EXP. 1 (32/16) I I I TILE: 1%2" EXP. 1 e3116) I r I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/8" x 0.113") NAILS I I I I z I-- 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32", SHEATHING SHALL BE FASTENED ") , WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=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. 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 -1 Od 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 - 1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-112" HTT5 5795 518" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 518" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - - 8 -10d P HUS26 1320/3235 ** 1335/2820 *" 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 *' 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1 /4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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/ (32 D INKER (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 5 1 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Old x 1 1/2" HHCP2 1 680 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 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 148-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B SCALE: X"=V-0" 012 N O •� N as RS « N W .!' u AID m �Q a Ix N C6 c E Witte O Ai Ike, ' F' C` - V ro Sao :.� o 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. in W 0 E g $ r 0 , O C 00 (a NNn0 i6 ni ajMv J Q u u LL LL W 1133 Z � o W�mW Z Z - IL ZN U Oy W ❑❑ V M z N Z z Q d � U) I ^ Np z p 0U1 Ur s` (� w p a U W � O LU In c (V) 1=— 3 ' w � = t s Q 0 � N co co J z Z co CM 5o ¢ Q LJL a O zo w g >� Zo z 0 ° z ccaa U � h O ro o XOG a��� w� U0 =O U Ww N d >_ 0 ao �� mf to C ° E Z z � J 3 �� g� ¢w U a �w W T 3 �o fit= J0. o w0 st Z Q a 0, U 3 ,o O >M 0 N (0 r , r :3 O Q O U) 2 .2 N c U CD co C7 N M N O LO N.� Q INt N r ui CM N Nto o z Li r.. It— L c c m a v ai U 3 Q JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. 6.2 _ _ i -I 1 : .1.. .!. ICI --. _._ tI' GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630,15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load 4 Applied horizontal load / 1 •0 a e vertical loci Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 101 I : . I • MIN= Imo_ �1 C_ &1WM.\ ■ No ■ ■ ■ ■ • I� • IV • ©• No ■■ ■ ■ ■ ■ W �It'�IIeC �IA�AI: EIA�1�E El�l'�E E1�1�E MIN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U a 60 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S MIN.. RAT TOP (1) (1) REQ'D 'CLEAR ALTERNATE POWERS STEEL LINTEL ° d e O d #5 REBAR AT TOP = e ° M,U. S4" MIN. (1) REQ'D 1-1/2" CLEAR a c Z ° e Z d ° 4 GROUT F n J a ° Ln C.M,U. 5 REBAR AT = U) U, w 4 BOTTOM OF �- N Z W - - O t; ,6 'I o LINTEL CAVITY U,W -BOTTOM o it d O 1- L� _ REINFORCING ¢ ¢ (7 m J LL w - 7-518"ACTUAL PROVIDED IN Z Ci Loo r 5 REBAR AT BOTTC 8" NOMINAL WIDTH LINTEL (VARIES) Q =' Q g r~n M a Ui _ AS INDICATED MATERIALS __--16 GAUGE POWERS 1. c precast mtels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 1. Refer to manufacturer's specifications for installation. A Prestressing strand per ASTM 416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 2701ow relaxation. Refer to manufacturer's specifications. wire per ASTMar 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Moo per ASTM C270 Morttype M or S. y 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U,N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL IW^ 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 8'-0" LL O 4'-6" LL (D 4'-6" LL B MIN. 6-8" LL 0 0 13'-0" LL 6-10" LL (OMIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" Cr2 N N o Z � w c i cow-, camm cc co x ta- N R C= - d d � ca •3 � f6 °I u d Clio M Cc E Cc o tj Z 'L6 ; ;G 6 `-1 ryry 9 • � IL (� (� 'w sn • � !r�ofr�4tttet�tty�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a WOT E Q N C , u4 �_ F- 0 e Co di t� ti PZ di N C. M -! rL Q M LL LL LL W o Z -va 0 Y 0 �e2`O ) Z Q J 04 C04 LL Za OU W Z N z Z Q a N M U) tIi Z � � o 4-J C-,'3 O w o N y w E z- V o • in, N �Q N � see M w MZ o LL E =o off® >� a 0 E �0 w0 x0 U �o O D @ CV a qz Wa WZ rr J r�r >_ C - � ¢ o UY U .0 � mo OZ Z Z Q W �m uC go Q �i wLL a rnw W U � zs �- =k & 7 7 �- JW Y =3 W= p 3 V zla 8 �O .s = >M d' M N O ?' O ^ ca a. U) m N F- Ln t\ ca O Q N O Ln NIQ lqt Q r` E c Ch N N z m vi T- E T c n- v ui U _ Q p c _J JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. 7 A- - - I , - - l .-t � I _L LU I A cr_ M CT Cn !i A _512 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 PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.31 (1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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 (11524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11)� 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 RAID) 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 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. ASTIM 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. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 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. IIST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2� 3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR"I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4,1.6. DESIGN COVER REQUIREMENTS: C-l-P CONCRETE FORMED AGAINST EARTH: C-l-P CONCRETE EXPOSED TO EXTERIOR: C-l-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- Z, 1 XF Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-l-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. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY = 11 3112"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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTIVI C90-14, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.0 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15/32"EXP 1 OR 7/16"STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 'DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 ASTIM 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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: ASTIM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical 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. Irrigationts grinkler systems includin ull risers and -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilubpn. If rainfall occurs bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - qncrete ovepo� and mortar along the foundation perimeter :)a must be removed be ore exteno Sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after oonstruction is complete, including landscaping and irrigation. Any soil disturbed after the vertical baider is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R31 8.1 - A certificate of compliance must be issued to the buildin%department b a, licensed pest control company Defore a certificate of occupancy will a issued. Tge certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services!'. 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. C%2 75 co CL C* co �.4 CCE, Cc= 11E C, 3; 10 ZBOIiAj . ........ j!.. kt 7-- C.. L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlat 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 8 E C') e% C� C." .0 1,0 04 0 9", '! L-L z co LL LL . 0. _j '0 - 0- X :� r- M A, 0 = 0 05 Z IL0 L co 0 tr) z < - r_ a C14 < 3 0 z W 0 U) Do N C> V) Cz 4--J j LLJ 0 LU V) LU U 0 Cn go z z E E z c8 E =� ro 04 It z �z 0. W =3 W .2 0 0 Z z Z ­1 co 0 0 � 2' z 2 0 W Z W Z '0 N 0 Q 00 CO 0 0 CN cor-.. C>U11 =3 C) < Cr - - -6 co 0 F 0 N o LO 0 '2 C'4 0-) C14 0 L0 C-4 T_ (0 0 E CN CY) 0 z cc z E E 0 JOB NO 22-12361 SCALE : AS NOTED SHEET NO. SN M �t CD A -2 LZ 2 — 0 CL C 1D A THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH .................. ... ...... .. .... ..... ... . ............ ............. ................ .... ------ Sk .. .... . ....... ............. ........ ........... 16GAxl-1\2" LONG (3/4%1" CROWN) WALL SHEATHING ...... . ..... ........ LONG (3/4"-l" O.C. VERT BETWEEN A -1/2 STAPLES @ 6 . ..... ... . 16GAxl CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET 1A STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-019 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 'r 51-011 6 STUB -OUT FOR a CD -011 L GAS METER 0 0 14 0 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-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10.-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 116-61 (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. 6-11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2) 16d TOENAILS 2" X 811 @ 24" O.C. 111.0.1 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 113-41 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 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 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CEIIL—� STD. 90* HOOK F BOND BEAM SIMPSON MGT w/ (22) 1 Od 11� Cn GIRDER TRUSS uJ NAILS TYP. Ix STD. 90* CONT. #5 4>1 i HOOK BAR 2X TOP PLATE CONT. #5 BAR . .... F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '---MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max. gap 4" max. F--Web Stiffener Fastener Schedule Joist Bearing ocation V Clinch nai when possible ls _( I , I 1) Support back of web during nailing to prevent damage to web -flange connection. 71 - \ 2) Block solid between joists for full length of span. Tight fit Leave 1/8" gap between top of filler blocking and bottom of top flange. 3) 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener -2, 2" min. 16" 6-16 required when indicated or 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. hi her thnn 1 ;nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls oversquas 0 h=20 blocks and require additional wall or beam below.* consideration. Check k local building Elr_!:0 code for appropriate details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking -Z,-1 Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRIG. WALL —N.T.S. MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D LO (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff 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 1__� blocking and wall or beam below.* Joist FWhen joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls quire additional consideration. 'e " 6" Al FIR U MAY--' 6", DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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 1)/2" 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. Series Depth , End intermediate 1 bul buuu 9-1/2" F1 1--7/9"-l' 1 2-8d —2-8d 2-8d i 14'�' 2-8d 5-8d I BCI 6500sDi— 9-1/2" 2-8d 9-Rd 2-8d 3-8d 14" 2-8d 16" 1 2-8d 5-8d 6-8d BCI 60sP BCI 90se 11-7/8" 1 2-8d 3-8d 14" 2-8d 16'_'_1__2-8d 11- 8V 3-16d 5-8d 6-8d 3-16d 14" 5-16d, 5-16d d 6-16d THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION �AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA SIMPSON H10A 10A (WHEN x 1 1/2' w/ (18) 1 Od x 11/2" REQUIRED) NAILS UPLIFT = 1015# 015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION up to 3 to avoid vertical plumbing TOP (2) #5's x 4'-0" 3" max CENTERED @ PIPE PENETRATION A/C CHASE 4" PVC — JOISTS OFFSET N.T.S. SLEEVE THRU STEM WALL 4 TIL A �A '. A 4 00 PLUMBING LINE PVC OR SCH40 SLEEVE FINIW GRADE SEE FND. PLN. Backer block (12" wide min.) SIZE & REINF Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM 12" BELOW PIPE VERTICAL THRU FND. GRADE Joist hanger SEE PLAN FOR 0. 4 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top moun t hanger load exceeds 250 lbs. Install fight 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 114"-2" gap at bottom of top flange. flange. Web sfiffner 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 �71 depth L I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN Nt, 1-mm,= 1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PVC OR SCH40 SLEEVE TOP (2) #5's X 4' 0" CENTERED @ PIPE E PENETRATION PLUMBING LIN 4 L A — \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 4 A SEE FND. PLN. SIZE & REINF. e. 9" C%M ca C%4 U2 1z a C� cc.�,' C', Q !t % ca ".'ooll, N�1� 151Kir C14 C, A; -10" S". �A Sy <1 )Q) _: A� 1, Zz W LU 4C) ....... v 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. 9) III - 8 E - MN 8 N Cb 0 co 00 U, Cl) r- S C14 a) 7� u-1 U_ CQ U_ ::� � - o Z 'a H-19G 510 0 W co z - 0 < Cn Z LL < 0 z U) W — § V) 2f M CD .1 0 Q) — U_ Cn L.0 0, 0 lu Ln Ln M U 411111111111111 E 29 '� I U as 1 0 z 16 -1140— co M C13 01 0 z ce E as Z. 0 �m 1 cl- 0 E 0 'z 90 pl� CU 6 Q. FO UO z p E ITT 0 8 z Ew � =3 C: wo O�W Z z C/) zu Hz 0 W WJCD C=) 00 C .2 12A 0 ch CID r---. >- ca :3 o Cr .. -6 co 0 W 3: N ca 4-0 C L0 4-4 (D CU 04 L3 C14 0 0) 0 C14 0 LO CN IRt N 4) E CY) C14 0 z z r— E 2 C (L E 'a — 0 0 JOB NO 22-12361 SCALE AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(TYP•) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH--Zl" TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING �IL1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16- O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5!8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8" MORR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TAAND @ 12" O.C. @FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & � SLAB &BLOCK EDGES, "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. Y-0" (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER o ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO ° t�l @ 24" O.C.) 2 ATTACHMENTS 2" BE IN ACCORDANCE w/ ASTM _ _ °' D ..' I I I I _ z WWF OR FIBERMESH WWF OR FIBERMESH D7158-CLASS G or H, or ASTM 1 ELEV. -01A.F FM o 31/2 MIN. �31/2 MIN. D3161-CLASS F, IN _� ° I 2x4 CONT. o ° ° ACCORDANCE w/ TABLE zr 1 �� - I I - [ I o e - 1/2"(min.)- 4" 1/2"(min.)- 4" R905.2.6.1, FLORIDA BUILDING _ -_ _ _ I I ' CODE 7TH EDITION (2020) I I I - GARAGE DEPTH VARIES 31/2"(min. - 4" o • 31/2"(�1:7.- RESIDENTIAL- ROOF SHEATHING - SEE 4" 8" FRAMINGSCHEDULE - [RSHFORN TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1,4„ g„ (2) #5 CONT. U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL 0. STEP MI SHEARWALLrc N. TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=VI S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" kS3-7 SCALE: 3/4"=1'-0" kS3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS • 8"16" 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"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co 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 W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N _ r ° I 002 co - - - — > 00 6 MIL VAPOR BARRIER ; D 1 — t> • • — 04 COMP. SOIL. ° (COMPACTED TO 95% U-M ff MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z 4„ Op _ •y SEE A/S3 OR J/S6 1 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1501• ���� ICJ PGS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M �*� s LOAD BEARING OR INSULATION PER FBC AND ENERGY c �'� U 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) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0- (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR „° „„ „ „° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# (6) 1/4"1 1/4"TAPCONS ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r r 2x P.T. PLATE END OF 2 x PLATE WWF OR FIBERMESH Cl) E TYP. � PER MFR INSTRUCTIONS r I ASSUMED FINISHED #3 OR #4 REINFORCING BAR > ° GRADE , _ ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy7401si, 0- ° FINISH GRADE °O [GRADE 60 MIN. Fy a MONO OR STEMWALL g Cl) — -0 P • 25" MIN. LAP [30" MIN. LAP] g D FOOTING MONO SHOWN - wuj r- 00 6 MIL VAPOR BARRIER P > ° - - °Q R 1 7/8" U ° FOR CLARITY - _ °. #5 REINFORCING BAR T #5 LAP SPLICE _ - - - (2) #5 CONT. NOTE: _ n — — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS N * - 1 1 11 1 FOR BEARING WALL - � __ r- COMP. SOIL. (COMPACTED TO - ) g 1 � g WI UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM _ - 10" - -r TYP. -'- _- D1557) #6 REINFORCING BAR #5 STD. 90 HOOK - 41, V All #6 LAP SPLICE - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-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 n,. OR FIBERMESM GRADE 1i�11=ill�It�•IIaffill 11 • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I 13' O.H.D. RECESS E d = 1 N Cl) r • • _ • ' : ! I ;0 411 _1 r- •y SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� a - • INTERIOR •• T r. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m •e C 7 M 6 MIL VAPOR -_ BARRIER SEE PLAN 1 1/2" RECESS FOR V IE 6 x 6 W1.4 x W1 A FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " „ CONNECTION INFO ° SEE PLAN FOR jk & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN ° c n v ° - (2) HTS20 FOR STRUCTURAL - m BEAM SIZE & N a I CONNECTION INFO I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS Q@ S.G.D. M 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 GARAGE COLUMN TO PORCH SILL ' AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�" ' 11 ON FLOOR PLAN CONT. BEAD SEALANT W 0 > SIZE VARIES PER PLAN MIN. #5 VERTICALS ?GRADE a w/ (2) E wL FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 cal Ei Ei w SIZE AND REINFORCEMENT) W C7 • T WWF OR FIBERMESH �, ►= I`_ w v BRICK PAVERS or SLAB PER LU W_ p o = • �' • '• - a 11 / COMMUNITY SPECS " _z -- - "' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4'1 S3 - _ = OOTING _ = BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE E SCHEDULE) SC (SEE DU E ) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N tD o � v Z > W Q C r— CP -�LI .t, (a O y N t7 J Q d N Y d -fx a 3 � M d = o E � o ���,� \�1e���ttlNllilJttlp� iot P`GF,N S E'6 FA"%.. e61 •, 0 2. 7rrt,Itf?i6,t� �a+��ti;� 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. FW- c E a O 0,$ 0 -i ai LL 6' Uk Q C u_ IL w == n. ,n JLLLL w -v a Z t 0o • Cti°� � � N f O v o SS co x 0 un W �gco Z Nz a N do � Z N WCD Z N g z z Q _ - N M N Z � C9 0 u- N ft3 W � U O W s to c w YZV) v W M t x U Q N O s� o M M ya z0 z �° oLL 0� E O E U 'z =® oa t�O0 ao 0° U z O E O � N r gz g �¢o w� ¢ y L C QY U m0 OLL Z z r-•f Q� Vi J m ra Q W iZU O O. O29 � a z W z w¢ 2� > ° <D "IT za a ti O3 - o 0 clO124 2 > CV) O M N ca Z) p Je (� O 0° Li) a--r � 04 04 0 O � O E c04 CV N 0 m z iri r E r = a E o m ci ¢ o JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. S3 (MONO) I t 11 A M C14 CD �51 LZ (2) 2x6 OR (2) 2x8 To TOP PLATE SEE PU PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8,1 8" 7 5/8" 8" SOLID AREAS ARE 7 5/8" 8" TONEAILS SPACED STEEL AND GROUT DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY PLATE WALL IS 11/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 5 19 X, 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ----(2) 2x HEADER PER PLAN \_ 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 TYPICAL WALL SECTION TYP) SEE ELEV. --.--SEE PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTH + + STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2"EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10 NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX z:: W1 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W1 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� F DOOR OPENING DOOR OPENING TO DRAIN LIM LIM EXTERIOR WALL WALL CLEAN -OUT A� SCALE: N.T.S. 1 v - 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW K'B_'N� MASONRY LAYOUT rD SCALE: N,T.S. � �4 � �4 KNOCK OUT — BLOCK _W1 (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT Awl= MA NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. 1 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—\ _j < Cr 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE 7, GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING DIMENSIONS __���TE BASE FOR 'BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING --Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP iARAGE 0OR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. R BU TYPICAL GARAGE DOO CK SCALE: N.T.S. 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 11- 41 (1) (2) (1) (2) (1) LSTA30 41- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) 1 (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12- O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: 1\ �4 \___(1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: LS30 w/ (6) 1 Od x 11/2" EACH (2) 2x SILL PLATE w/ SIMPSON SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE N.T.S. � �4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24- O/C UPLIFT CONNECTOR (SEE ITYP.) SEE ELEV. 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 BARRIEZ" SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS F@ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4- OiC BOUNDARIES 6" O/C EDGES & 8" BLOCKING LU O/C FIELD 2 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN FP 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. SEE A/S3 FOR UPLIFT CONNECTOR I PLATE TO CONCRETE REINF. INFO. 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONC. FILLED CELL-- H I W/ STD. 90' HOOK IN K.O. BLOCK M1 — V_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4a,, SPLICE STAGGERED �ICE �A` 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ 14) 16d TOENAILS TO Y6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LEIS SIMPSON SIMPSON SIMPSON SP2 SIMPSON SP4 SP4 SP2 ] 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT 24 AX. M O-C6 @MIN . '�2) P BOTTOM PLATE SECTION /-2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SIMPSON SP4 SP4 /-RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 SIMP SON SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL//'O'j SCALE: N.T.S. �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" :)OXIED A.T.R. t & NUT OXIED A.T.R. t&NUT DXIED A.T.R. I & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P�TE 5/8"xl 0" "J" BOLT@ 24" Or MAX C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. B040M PLATE UU 5/8"x`10"Y' BOLtS @ 24- O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. -MASONRY WALL 1 Od NAILS @ 4 STAGGERED 10d NAILS @ 6" O.C. A STAGG TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES L PLYWOOD O/C BOUNDARIES 6" O/C EDGES I WITH 8d COMMON WIRE NAILS @ 4 & 8" O/C FIELD o rE SHEATHING �, �4 e SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE O—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING e SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 0- 5/8"X10" J-BOLTS @ 24" O.C. e SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW 1 MAX. (MIN. (2) PER BOTTOM 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%S to Uj C= it �; �z CIO >4 '5. -C E co - - z- W Cc W7,1111/fzv. N '70�_ �A Z 0 0. C� -A- W . 14 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. a W E 4 -. 8 . N CD Lo1- Q 0 1-- 00 A LL Lu 11 ma E C� 0 C13 �; r- ;; 0 W mo, . 9 W �� 0 . 00 Z < LO M L L N 0 � 0 Q z 0 W W 0 El a v) Oro W C ri- M C) 0 L.0 V) V) Cl) Z, z z< g E -0 E -2 < 0 � W so 0� z E 1< z C/) C tz .0 0 z > co <� zo , 0 , W 'CO �2 Z 03 x 0 UJ I , D 0 .0 C) 12 W 0 120 M CN (0 rl-- >1 co = C) < M Q_ 3: M r - L0 (D 0 72 r11- ca N 0 C'4 C) cy) 0 04 0 LO IRt C%j < E 04 0 z z E T_ 2 C cc iL E 0 0 1 0 _j < 0 1 _j JOB NO 22-12361 SCALE AS NOTED. SHEET NO. %S4 0. 31- ;:t M ;t C14 -5-1 q C) a_ _<1 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL wl 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 - IRSH] - 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 MAX 9" BACKNAI L w/ (2) 16d NAILS UNSU'PPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 1-7 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND v IF 45*± x 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 4KIKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT A@41*± V_0�01C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48' O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & ' FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOENAILS@ EA. ' Kz BLOCKING 7/16" OSB SHEATHING END '\- ATTACHED W/ 10d GYPSUM WALL BOARD GABLETRUSS 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" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6' O.C. tg W A THROUGH CHORD 2"x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 74" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NA LIN HEDULE FOR SHEATHING� DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOiNTw/(3) 10d 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS@ FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EA.END S1. (NOT REQ'D WHEN lt TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) 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 NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS . . 2"x6"P.T, SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLC - NOTCH 1" BRACE HERE FASTENWITH 10dx3"@4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O C INSTALLED PER MANUF. . . WEEP SCREED @ 48" O.C. FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING, FASTEN WITH " " " " " " MOISTURE BARRIER SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" 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" 0 PLATE WASHER -SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED & (4) 1/4"x2 1/4' TITEN @ 4'-0' O/C ALIGNED WITH 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24' STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4" GABLE WEB WEB, USE MSTAM36 w/ (7) r2 SECTION SECTION 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING INFORMATION go 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/-/ WOOD TRUSSES OD 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) \ It BOTT. CHORD FOR 4 TRUSSSPANS 10d & (2) 10d TOE ATTACHED W/ 2 - 16d 1�t NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148', L = 3") OR EQUAL (D = 0.207', L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SCALE: 3/4" V-0" SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 � �5 ADDITIONAL INFORMATION. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d PER (2) 16d NA JOINT CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 1211 �SH SCHEDULE 7TACHMENT SYP BLK'G @ 16" O.C. IxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �, �5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,, --2x4"T" BLOCKING @ 48" O.C. -1 6d NAIL 11" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 4 GABLE TRUSS WEB DOUBLE "L" BRACING DETAI SCALE: N.T.S. 2x4"T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED - 16d NAIL @ 4" 0. W/ 10d NAILS TYPICAL W j) 4 GABLE TRUSS WEB ` SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD —T L- 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE 2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION SECTION r3 r4 SCISSOR GABLE 'fT'f BRACE K-7 SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. O.C. FIELD JACKTRUSS //"--SEE PLAN FOR 2X4 "T" ON TOP OF PANEL-/ L BLOCKING, FASTEN WITH 2X4 BLOCKING W, 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION 9 SCALE: N.T.S. �5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES S I M PSON HGAM 1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) CONN BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) �E SCALE: N.T.S. SEE TYP. WALL SECTION FOR k\_S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 010" - 31-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4'xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE: 3/4"=1'-9' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. '!�5 W 0 CD L/ r- I RCORNERJACK CORNERJACK LU LU z z rr rr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. LI9 ik 1118 NOTE: TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.' FOR WIND SPEED SPECIFICATION C" C%j .. �a CM -Cc CIJ q: W -!5 .2! ,.. r= _= Ga 0 . = CU cc E 0 Z. "INNN r-� n 1A I A � Nv - v v SE C14 03 CD ........ fill I 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL V) W 11- 1 E 8 0 C" �' 6 S 0 C 0 0 11 og v t- - 'm - 0 04 'C:1 u- .141 s a z -,Do ut 00 C2 G 0 0 x M z IL Co LO -ce - c) Iz_ i C14 < 0 do 0 z (6 CIO < (L) 4--J L-U M �R 0 Uj V) V) 11 < 09 0 Cl) C13 I z< ce E .0 0 Z <. C�_ 8E " z ?o a G� ca C1 10 00 0. 01 z E 0, z W, C < 1'. N 0 �0 Z' z W s �z C') 3: �5 2 0 zz 0 L) W3: --z < 0 .2 0 0 ca Mr*-. C>0*1 :3 a < co CD 0 U) 0 L0 0 .0 ca 04 (D C'4 C:) -0 C14 0 L0 04 E CN CV) 0 z M z E Ir— E 0 0 _j M < a I a) _j JOB NO 22-12361 SCALE AS NOTED SHEET NO. S5 cr_ i 5 cr_ m C'4 2 0 9- 94 4� 21 ag C-) tz E. E E Lz 16 .0 ci: E 0 LZ -2 — �c _4 C) C'4 'E ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2X STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W1 1 Od COMMON @ 6" OIC EDGES AND 12" O.C. FIELD 1/2" GYP. W13 OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU�f AREAS. FLOOR SYSTEM \PER PLAN 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" GYP. TYPE " X- @ GARAGE ONLY) W/ 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WIB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL I 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY - 1 71 A t - " , . - - 1� E 49 4 V Q I I Mr. 1 1 , 11 6X6 W1,4xW1.4 4 WWF OR FIBERMESA FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN, ACCORDANCE W/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS A LUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU Uj 7/8" CEMENTITIOUS 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. UU J, INSULATION PER CHART ON FLOOR PLAN r B "� �R S6 S6 ETAL SEAT F OR FELT PAPER FOR MOISTURE B, .4 ARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL UJ Cn C_ AT GARAGE CONTRACTOR EO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE ;0 T_1f_,jLTT1LT '\-STD. 90 'HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4" 1 I-E TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ X 11ml —1 *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL— SIMPSON LSTA24 STRAP W/(8) 10d x 11/2" NAILS TO STUD & (8) 10d x 11/2" 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. iOR TRUSSMOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN 4 FLOOR TRUSS —1 1 T SEE FRAMING CAC I WEEPSCREED 9 PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48 \',-SIMPSON HETA20w/(8)10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING& MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATI (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS" ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEPSCREED 3 INSTALLED PER. MANUF. U SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. DETAIL (FLOOR TRUSS) 0� SCALE: 1 1/2"=V-101" � �6 NOTE: SEE TYPICAL WALL 1' ,/— SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302,11) /—EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS@ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE F6 x 6 W1.4 x W14 WWF OR FIBERMESH 7_7 4W -A -d 0 0' A* q WyFjj�-�I YF*PPV-�-� (3) #5 CONT. ON 3" 8'. CHAIR W/ 3" MIN. 8' 1 '41 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-101" S6 ADDITIONAL SLAB INFORMATION. 15r32"OSB EXPOSURE1 F SHEATHING PROVIDE _x BLOCKING AS REQUIRED PER f SECTION X-X IF a jfR NOT FULL HEIGHT SHEET- Cn z L FL = (2)- 2x TOP PLATE BEYOND I =-15/32"OSB EXPOSURE1 FF SHEATHING w uj m SOLID 2x co I BLOCKING C ALL g Z/ S HEATHING 0 (n EDGES(SEE OPENING I L___j SECTION X-X) _3 W Jim+ _x FiT -W — 2xSTUDS Lu BEYOND. 4 SEE PLAN L 0 , __E 0 \�_2x'4 P.T. BASE \___0jHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAII I r-1 r-11A'rIf%LI MIA^rnAFA 318" 'IS. = N.A SPACIN 3/. S 1/2' SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ Y 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.) 0, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKINGAT ALL EDGES. A MINIMUMYs" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THANYe". Z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 1 z Q NAIL OPENING PERIMETER wl (2) ROWS @ 4- O.C. M 8d COMMON NAIL. O @ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. Cn @STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C. w/ 8d COMMON NAIL jam a 5 W W , �- 0 ot PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF _j >- 0 a x 0 0 U) W/ 8d COMMON NAILS @ 4' O.C. (2) ROWS @ TOP & BOTT. P 0 L'L z LL @ (2) 8d NAILS @ Y D.C. TO EACH TRUSS END OR @ VERTICAL 0 W 0 MEMBER IF GABLE END m 13� 3: U_ �_ U) NOTE: t : 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", C� WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"X10" OR GREATER HEADER _R SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 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) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEAR ING/EXTER IOR FRAME L HEADER DETAIL WAL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZONTAL-1� @ 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. R 5 AL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4xW1.4 !6 WWF OR FIBERMESH . - 1 A. 7 . \ '. i 4 -A _:I I JEEI I JEJ I IEI I A 4 A" -11 MI I 1=1 I IM I A. JEEI I ... A A 117-111-111 ri- 11. —i _19 I --III (3) # 5 REBAR ON 3" CHAIR _/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 EAEND EAEND EAEND EAEND V4 (2) (2) (1) LSTA30 4-4 (2) 3) (2) (2) (1) LSTA30 9'-16' (3) (3) — (2) ___T (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO .2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W1 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, ;0 FINISH GRADE ;0 9 _111-1 " —­T @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C= ILI" I U0 qr— CL) Z. UJI — = cz , Ca. = Cz. C" cc C..) 04 -0 L.L_ c- -= C= Cc m �5 C: 6 tEj cc C, cc 43 CZ ca cxl_ = CLI I- Lj� 0- — C31 I i It 0 Z 4 r C14 0. SS 1, To the best of the Engineses knowledge, information and belief, the structural plans and specifications contained within these drawings romply with the 2020 Florida Building Code - Residential 7th Edition. Engineees signaturre and seal Is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. to W 8 E 4 0, 8 5 C-4 I'm Lo 41 — CO % 0 , LO 0 J) , ER N % di 7 L� Lu CCU uj ul z 13 0 i 0 C14 0 z LO Zo <. usW us 04 a ..< � 00 z 0 co CIO 0 a) Z < V) .9 4-J co ro LU 0 v) Ln S ra CD (5 6 E B C�f .T < 0 C, m C=) CID W� C, 3 C"i z __j U_ go .. 2 c6 E ca. 8 2 r. E '0 6 CL 0 9< 00 8z zc=p C:) E C14 t MZ _!R Cn '0 0 Z� z C13 Z E 0 n �z W 0 1 , wo I co �r 10 Z. , 01 - C) _r 0 q1t T m co I*-,. C>Ull =3 C) < C) .2 4_j C0 LO 0 r*,-- .0 CU CN a C'4 0 0) 0 CN 0 LO to E CV) CN 0 z 6i E 'r— E 0 0 _j < 0 JOB NO 22 -12361 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). 1 314 x 11_ i VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D [L 2x8 BLOCKING FOR STRAP 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2x4 SYP BLOCKING FOR STRAP (SIMPSON '7-2x8 SYP DRYWALL STOP MUST L/NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 1'-0" FLOOR JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN 1 D WALL GLUED TO It F 2x8 SECTION VIEW "A" SECTION VIEW "B" 2x8 SYP SYP Hil 2x8 SYP 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 J" AND J' GAP TOP AND / BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x SYP CUT TO FIT 7/77 BEARS IN WALL x12 SYPBBEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION ACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ J" X /AND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @MAX. 32" O.C. \ / AT STRINGER CONTACT POINTS \ NAILS)OF x 1 1/2" OF STAHR TO CONCALL ATTOWE XS NAI1x41X4LED GLUED AND 2 �" TAPCONS @MAX. 32" O.C. \LA NAILED TO STRINGER STRINGER MUST MAKE FULL CONTACT WITH LANDING SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER____1 �fD ____ G. 1 TOP OF STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP � 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 -� 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP SIMPSON A35 ORXT 2x4 SYP BLOCKING LSC EACH /// FOR STRAP STRINGER / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ / AND NAILED TO FLOOR WITH GLU NAILSS)) 2x4 CUT ON BEVELx 1 1/2" AT STRINGER CONTACT POINTS \ NAI DOES NOT BEAR IN / WALL SECTION VIEW "D" SCALE: 1" = 1'4' FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 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 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = V-0" lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: " = 1'-0" 3/4 PLYWOOC ON DECK --2x8 SYP GLi AND NAILEI FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C-� NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL PER CONT F� / (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" 1 POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING F SECTION VIEW SCALE:' = 1'-0" STAIR CONSTkOCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT .TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR �t 3 2X BLOC ING RR R VARIES ECTION VIEW "H" SCALE: 1" = V-0" tD a^ , a CP W c �4mx ..7 c W a 6 y N Y m •� L v, Ec ro 0 0 0g�rlsinnr \`N\\x \� r�RO N �v �G 12b N F1 `aO o�Id . • ,� r�/`�/o��} E•5 S i rah` ��,�� •Is't:. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 --°�° a Q rn�� M v �° aL C J 0 LL LL w _j w a = M C0 . , 120 wJ TOZfLO Q UJm NILA = W Cp Z N S a N ln(D z a o al � v� � p U O g C �N LJ 1 2 U CS Q O 0• N so o MaJ w Z E �� n 0 E u �� zo w0 0. s 00 0 zO O N a z 8 a w Z �� LL ry CY = U Nm 00 zz z f, �S Cn ¢ Q W Z2. Z 5� W� Q o� wa � 0i LL m W I- coa� � ZI< 0 s 0 .B = >M 0 tm m m N N CIO >11 CIO 3 Cr 0 U) N in� 4-0 C LO " it O .0cc 0 N O M N <( � '_ E N ch N Z Z , E T N r c a ci a o JOB NO: 22-12361 SCALE: AS NOTED SHEET NO. ST J_I I _ _.1.-I 1x4 1"C DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL , INSTALLTION DOOR JAMB (REFER TO PRODUCTNACCEPTABLE TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION MAX.M 8 DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. '� lx4 % 1 X 4 {_, (� 1x4 P.T. FURRING #5 REBAR (TYP,) ` ' - 3l4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ - ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG FURRING �� �� 3-1/4" LONG X 3/16"� +-� a FURRING (2) ROWS 3/16 x 3-1/2 #5 REBAR ` 0 6" O.C. EDGES AND 12" O.C. FIELD _ O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16 (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1. 90° HOOK (TYP.) STD. 90^ ` �I @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT LJIL METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/MIN TO PRODUCT LA LAP SHEATHING TO DOOR JAMB (REFERE1/ TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. , j , ; ; 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM F BAND JOIST TYPICAL APPROVAL FOR CO)(T�'E x 3-1/2" TAPCON @ 16" 2 ROWS 3/16" x 3-1/2" 1x4 O O.C. & 4" FROM EACH FURRING TAPCON @ 16"O.C. & END w/ MIN. 2" EDGE DIST. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC @ FIRST COURSE -- SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2 SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` _ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE 5n FIRST 2 COURSES _ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �Cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX �. SOLID WIGROUT +� 2'-0„ „ 8 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1SELOEWGN 01 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION •. '• 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. OVERHAN •, •:. �. :• CONNECT W/ 8d NAILS BRACE/BLKG. FASTENED PER •, . N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 ()10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ARCH FACES W4 CONT 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 „ MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4%," WOOD ) () NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REQ'D. 11. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16�� O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING j 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. :2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-O° 5'-011 SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE ' PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4' MIN. ROOF SHEATHING ATTACHED - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE °e > B-B /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL r Q • •' ' ! #5 BAR — 2'-0" 8" STRUCTURAL SOFFIT 1-0 ° CENTERED W/ ' ° "• BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON � H2.5A SF01 p• • 2 > • IN TOP Q 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ° KNOCKOUT / 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER •0 i THE SOFFIT FL PA INSTALLATION CRITERIA - :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END , PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING ' • PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) ' - ''. •' . SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL A. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT 4 z TO BE INSTALLED le 00,TRUSS '-0'MAX SEE PLAN AS SHOWN FOR O.H. UP TO 2'-6" 2XO�E ° STANDARD BUILT UP PLWD. BUCK - Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °• q i 9d' HOOK iv [f SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4 + + (2)10d NAILS @ 8" O.C. NGT N #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CELL - - - ,. 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: �...•� �., . ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING _. '% • � •' • •� • �' • ✓ ► THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + i ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILSHIP. B-B ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF, PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP .. SCALE: 3/4" = 1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR •'� • CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. 7 EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. % D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL % SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z 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 WITH MIN. 3" COVER g�-0„ SCALE: 3/4" = V-0" SS 0 0 (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE s o SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e ,P. ° SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR w a REINFORCING AS FOLLOWS: — * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;'' SEALANT .......... > e p 1/2 NAILS TO STUDS & (1) - MORE INFO 5/8 DIA. ALL THREAD ROD U_ a #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. :-' •:''.;.. ' ' ,;.. .;. ; `;'':< ;:`.;::: -' 6" MIN. LAP SPLICE W/ e ° EPDXIED w/ SIMPSON "SET' a v z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6"EMBEDMENT & - LL en N FILLED CE SMOOTH. DO NO FURROW. o " ' 3 MIN. EDGE DISTANCE `.I I DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE n. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. �� 6 MIN. LAP D G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 o REMAIN FREE OF MORTAR. NOTE: " z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ,� s� 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR(1-STORY) . ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE . WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION , MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING ,b FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-9' e+rs o_ C Q > W r N N L L -- +v CU E'~c � Q 3 co o d ✓ > G 4 d R y, E �o a� 0 w � Off' U `c301?- �'••., .• PE O S S 1 p//Piilttll'�ae1, 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 Lo0 � �-j dJ r0r-r12 9 40 Qj 040 252S � LL Q C J LL W 5 13I� JLLLL 55 a Z -v aw N 4 WL 1°`„ro _ 0 O �g°jO. m w Z N M Z Q J J 1- ILW Z O U 0 W W pp z � z ti r� z CD S � +-+ rn (p W v � a O c Ul t M see co M i W z z � E o _� c 0 ±z O a- Z® IT nj _ O a� 0 ° O �z Z N i z w w � J 4 rp NCy z U y r O Or z z � J m a°" Q z �z L 8 Wz W '0 o �� J O N Uj � MI5 > O GAO zla 0 C � O = >M E �o c� � N co >'caT- O Q co a (n s N _ m Ul) h (D N 0) 04 O U) N Q Nt ( r E c M N N ° Z ro Z N r E d i° v 6c JOB NO : 22-12361 SCALE : AS NOTED SHEET NO. SS ED _Q 4% E 0 9 Lz �O C.) -91 8 2 [3� -0 .9 LZ CL 8 CS — — — — — — — — — — — — — — — CROSS BRACING DETAIL (TYP) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. r_ BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. -----Z—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX vv, I WW \W "��l I I I 1� v v "W TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #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'-O"O.C. MAX, W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED 1 (1) #5 EACH STEP PORCH SLAB SEE EXTEND 2" FOUNDATION PLAN SLAB 1 1/2" 1 (2) #5's CONT. T&B w/ 416 #3 STIRRUPS AT 4'-0" TWHEN 4" z DEPTH <= EXCEEDS 30" PORCH SLAB SEE-- C14 V GRADE FOUNDATION PLAN 4 Uj III 'i 7­7`7 11 = z u) z ---tdr;F (2) #5's CONT. T&B Uj 1—i W/ #3 STIRRUPS AT C14 z 4'-0" WHEN DEPTH EXCEEDS 30" —LOWER OR GARAGE SLAB SEE PLAN PORCH SILL rj_5s� LARGE STEP DOWN� �j SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS W/ SIMPSON AT BASE SEE J/S6 FOR SP1 W/ (10) 10d NAILS MORE INFO. ROOF SEE E PLAN SHEATHING 2X4 BLOCKING CKING BETWEEN TRUSSES SECT. A —A G.T. 4-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS 21 (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR __TSEE PLAN FOR SIZE & BASE CONNECTION PLAN /-EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" --HIP GRADE G.T CN 2� 1'4" ENTRY PORCH SILL 2 SCALE: N.T.S. 17-7 WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z 0 > Uj W LU U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID r _7=_ VA 7_17 I . ASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED jjk MAX 3 SOLID. SEE ELEV. / OURSE FOR BASE SIZE (3) #5's EA. WAY ,- - 8"--: kSLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL 2 #5' CONT T&B / z! Z C14 SEE CUT ( ) s . w CONTRACTOR TO INSTALL MIN 3" x 3" WEEP HOLE -011 SECTION FOR #3 STIRRUPS AT 4 WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r, 6 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS CENTERED AT SPLITTOTIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMP ON MTS12 W/ ><- vv M (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22��i SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV - FOR BLK HGT. —#5 REBAR CONT @ SLAB LEVEL —EXTEND SLAB 1 1/2" BEYOND LOCKFACE EXTEND SLAB 1 1/2" SI M PSON H UC41 0 W/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE L.SEE PLAN I. I FOR CANT.1 ROOF PLAN FOR MORE INFO x "I "I SEE FLOOR P1. -AN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE TI CONNECTION INFO REQ'D ONLY WHEN A— INDICATED ON BM. ___--7/16" SCHEDULE/PLAN OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN S COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO f-% Mr I I-% K I f-% SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT 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) CORNER A F SEE PLAN FOR TOP OF TAM Nq,/ 35L.W... 77-- '�: SEE PLAN FOR CANT. IF INDICATED a SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WAL L r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS wl (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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) 1 Od 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 j 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) ECTION AT LOW RO S OF SCALE: 1/2" V-0" COMMON TRUSS W1 INTERIOR BRG. SEE PLAN FOR CONNECTIONS W SE C( INFO. OP WAL "4%EE PLAN Y2" CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING S I " ! REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES M ­ZE 4 R[ 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ N TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2" ANCHOR @ 24" O.C. W/ SEE PLAN MAX, MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. 4^ a A F STAIR INFO. IF CONCRETE STAIRS MAIN HOUSE FORMED & POURED A Aw I W1 (1) #5 EACH STEP 1 SLAB 4. (2) #5's CONT. T&B W/ #3 STIRRUPS AT A 4'-0" WHEN DEPTH 4 4 ., . A A 4- EXCEEDS 30" A: A], A. . . GARAGE OR . C"ll Z A LOWER SLAB SEE PI A N 1141 SECTION GARAGE MONOt/ 21 SCALE: N.T.S. 02 C- cc r- 9 c' t' cz: :;t co cr- W 0 /v S E SE 0 (b F . Lo To the best of the Engineees knowledge, information and belie, the stnictural 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 W E rM 8 5 N 6t . (0 _ 0 s v 1�2 C30,rz-) IZ v N 0 ' - - 7� 1 u_ u_ a. _10j -6 ;; 2 (L z r_ 0 0 W U) 0 nz C14 0 0 z C� < < :S 0 C2 Q) 2 (D -C72 4--J U�- - LU _LU 0 V) U) C) 4i c LU m E < C" Cl) 0. z _j ctr E 52 4 ca. 0 E u zo -0.01 '0 o< g E CD C14 ro t 0 0 0 wz � z 0 0 0 z z z Cn w z o I- 0 mi 10 w R 06 .2 Lo :� cn C 120 (a CN CID r-I.- >,I M = C) < Cr - - CIO C) a— 0 U) Lf) 0 ca .0 04 C14 C> 0 .0 N 0 L0 lqt C%j 4< IRT 4i E CD -�i M 04 E CN 0 z z ca E ca E 0 Z 0 < 0 _j JOB NO: 22-12361 SCALE: AS NOTED SHEET NO. D1 (MONO) _ -I I I _ _, (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP 6 / w P S4 SIMPSON( ) 10d x 1 1!2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP IN 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 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) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS v FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ® ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS � 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. °• SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w! (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • • • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ---------------� G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO .°. .. �� (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2 GYP. BOARD OR EXTERIOR STRUCTURAL �� 1-1/8 RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED �• SHEATHING (MIN. 7/16') FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP ( (7) 10d NAILS & 4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) -10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/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) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP B SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED � : SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 14 p'°'pi .'.i p°p. ' P. 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END I;: A TOP PLATES O LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w! (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24 O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE 4 i NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE L (2) - ZX SPF TOP PLATE SEE PLAN FOR SIZE .A NAILS TO STUDS BELOW. 1; 2 x 4 #2 SPF STUDS THEN DOWN THE FACE HEADER/ STUDS (2) 2x HEADER SEE PLAN - - 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G (2) 2x HEADER INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 11 SEE PLAN FOR I I NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE I y� (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7„ REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION .'I SPFEMBEDMENT PAST STEP. LI E PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" k2x . „ 2x CRIPPLES @ 16 O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 \ O 2 x #2 ` 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL AT EACH STUD AT HEADER / ) (MAX. `. IF OPENING IS GREATER THAN 4, OR LVL GIRDER SOLID) SYP U.N.O. 1 JAMB CONDITION OR IF BUILT-UP 'a a (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 10d 1 1/2 IS I i (BLOCK / TOP PLATES ., t BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD w/ (6) x TO BE INSTALLED AT EACH END. SEE PLAN FOR I I I I 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE HIL INTERIOR HEADER 2 x 4 #2 SPF STUDS B OG TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE T- -SIMPSON HTT4 w/ (18) 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 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F �,P FSEE PLAN 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 NAILS WRAPPED UP AND 2 2x TOP PLATE ( ) 2x CRIPPLES @ 16" O.C. w/ D :' BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT PROVIDE BLOCKING 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS° • ° a • " TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN �r TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. — —1� 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20w/ ATTACHED PER NAILING SCHEDULE (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER % SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. J ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1!2" NAILS AT EACH END TYP. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 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 (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0! 2x CRIPPLES @ 16" O.C. @ END OF HEADER. SEE 2x SILL PLATE W/ 12d TOENAILS. F �-I�q 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 A8''M�� pip 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 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 8 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 SIMPSON LSTA30 w/ 22 10d NAILS 2x CRIPPLE AT EACH ( ) SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'' NAILS W/320 NAILED TO STUD PACK If l FLOOR DECK FLOOR DECK @ C 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. ��1� AGAINST 2x8 2x8 TOP `. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE &CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 1� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. e�! 0 N � CC a d co �7 L� G' L.)CN `° m x 0- CC O in N P a w�� d d w -atJ w A 3 i .b a: v d �dc® a o R a v c w \,`\O�tlutN f,. .... , �• S •. 4., ; •\G �26� _ V ej FLU •: lei °'�i', Opesslol" 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. Ow �E a 6 m N 08 N in-�3 di M v LL Q C J LL W I� JLLLL a - a Z �Yn o W 3ECr rn W rn 0 of Lu Um Z � M Z Z N r, W ❑❑ (D_ a 2 ;:: z gN (o z E3 C,4 VI to z +-J m LLr 79 0 A V 0 w 8 N rz W _ f— J E is 0 < Q oCO , s O w Z U- E z0 �a 2� a �° Fz �® ❑a H ru - CL E R H C, O 0, Z g Q� WZ w ru C _ C < Z .x i ym m Q ZF oz ''<w z v a� J ' o z Z ao W a w �w LL `; p ax z°d ;3 °O >M � CV co r*-% T m c) ^ O (n N 0 N C) •Q N O LO N Q r E ^' M N z m z 7 \ V y T E C a U JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. D 2 Ck: V) CD E, :9 E 2 E 0 12 0 0 to CL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK -2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY Y// ATTACHED PER CODE 'ANT 6) TOOLED SEALANT REQUIREMENTS ING BEAD BRIDGING 7 ND VANDOW_- CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATHTWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT ff�, in 1 in �E BARRIER & ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING X DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTER [OR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER EAL TOPS OF JOK S UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER ON hm. N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN A IN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK I WA SELF -ADHERED SELF -ADHERED FLASHING FLASHING (D SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST 2x FRAMEWALL SELF -ADHERED FLASHING PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 10DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (# in each detail that corresponds to the Pinstructions numbered items in the list o below: 1 . Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary 1'4' PER PLAN -0" PER PLAN 0 M MM M MM M SHOWEk SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER VJ > co < Z 1 y WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) - 3/4"-1 "BEAD OF CONSTR. include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall bedesigned and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be ap lied 7-= lss� 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 _J 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 71 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade A li I V Q 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING-, applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied �IZED VE HING FLANGED VANDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOMOF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings P2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAAAIDMA 400. 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. Conti n uously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. LU LU PLASTER STOP a- a- )P F_ ct) cf) CONTINUOUS BACKER LU ROD & SEALANT Lu LL1 cr_ !,� Lu U-1 (n 3�: 0 Cn :LF-ADHERED FLASHING kTCH ,HERED FLASHING 2 4 5 I FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SFLATH WRAP DIP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) _1D ------- 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER MMB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS NXN:S� ACKER ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 1 7 Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16" O.S.B� sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CIO _CX ;W C= me- C= Ca 'V 1-4 CIL. -ft W C14 To the best of the Enginser'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. 0 8 E 0 n (0 No C� 0, 8 0 C., C - o te .0 % ?2 a No , -� M U. U- u- :9 2 Z G 0 P. ;; 2 t W Z ILW L . . M Lu Z� 0 oo, Z < C-4 0 < 0 13 < 0 4-1 CJ'3 - 0 C> UJ V) V) A LU 0 so E = . 100 I U I I in 0 co s - CD CC) C0 go4:1) Z __J U- ce E 52 cl- 8 E 9 0 Z0. c:) E M 0 I EE 0 Z, Z co 1. 89 Z 0 0 3: Z ow W 3: C-) D 0 T Z X CD 0 S 1. < §1, W r_ 0 .0 12 . cr) X 0 0) 2 cc cc 0 -6 co .2 04 IUD 0 '2 co 04 0 (D C'4 la) C:) N 0 LO < 11" N 14" T_ E .t CD M C14 0 Z E Z a M E 0 (L 0 _J JOB NO 22-12361 SCALE : AS NOTED SHEET NO. WP1 Mounting Bradwits (10 GaugeIl +1/2*x+112'x2-12" T BKk Cross Support Sm Anchor Sr-hedule (May be cut to W) Right Ofatket (16 Gauge) 11101ts 1 t2'Dla. A325 III (Typ.) 4 Self -Drilling Screws A/C Unit Bottom Edge Hurrione Strap Washen (TVII 3 In front) Front Cross Support Selkockhg Nuts (May be cut to W) Lteft Bracket (16 Gauge) 014 Self-Driling ScrewsThru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typicaill: 3 each side for hurricane use) 5p..G. staidallan. *" arath it," Hatins"mr.1sur Rft- Riduall Sul =Ims ava&"e Van Inelastic us wim V*) C&O Mule version mawfmwrw Affinnedlon M20 Smert Verrill Proolvals, Inc ,a-. "Idn"tals' Components SuIsCategairr. produce WrodkI N-74chrology Corripflarm Illathod, EwiWadion Report Irom a Florida Registered Airdhit"t are U-sed Role* LWAN&Nbgiutl pridessional Eral A" FW..t as" I SmadVent Mods 91540 510 2 armadVarrAMOZ4540-511 3 &MttVan-. MoI #1540�520 4 5_,tVn Md.181540,521 5 S-dVent Modal 91540 524 6 , Van! Me& "5406570 ,at* 7 smartVwn 111 91540 574 Florida Department of Business & Profisnional Regulation Building Codes and StIftridards Product Approval Application Detail Enlow a contest Validated file Michael Gralins. Hamme. IF N- P.F L.k. B-dan P.E (577)44"30 PE-73775 (M4)300-i80D Prodiack DnckM, Dual FUI Flood and Vontratilli Vent Dial FI Flood and Vanities. Vent h ulatodFloodVent nZatedi'loodVent ISI G-g. Coor Fload Vent Wood Well InstIlated Flood Veit 14.59qid: timage Door Flood Vant Pop I oil 12,15=1 M 20 Duo Pandra M fulleraltated I'SCAncrinnil so& 12fle'2020 42M 110202D 12,26020 APP..d 11013119 IZ3112023 Yes Y. NIA .1wite Invill" Yes Yea NIA -100ID0 I V31f2023 Yes Y" N 10�100 12131=23 Yea 1. N'kAk :10GAIDO 12,3112023 Yes Yes NIA WA 1 2173112023 Yea Yea NA -100I 12131112073 Y. Yea NIA NA Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 4 291 20 Date pending Tme version Contact License Validated BY Validated Subir road FW Approwl Approved Spatu Re0sen 2020 Thaamai Corporation Sim Jarers.on Lynd= Schmidt, P.E Ryan J,,,K!W,E, 04115"20211 IMV2020 04122rM21 oartarlor Apprwed cat"My. Enterior Doom (SM 84 7e PF4 (81s) SuleCriagirly Swinging Extenor Deals, Assemblies ajosperson@11hawmarl- Compliance Method: Evaluartbri Repoortfrom a m Florida Registered Architect or a Licensed Ferida Pr&eeaeral Engineer FLAtm4so4ts Products aw M!;�!L' QualityAssuraince OntzaI Date AparovedfigrUsis ApprovedforlUse in HVHZ outdo HVHZ Impact slawiJifili Dalton I IN-MgKJLBM ber-Clessle and Smooth Star Nominal 651111 Liquotimpactkuot Opaque No Yoe Yoe N/A Composite Edge Fiberglass Single Door (Inswingiou": x cornfigurstort) 2 b. ThemI FlberZ.Igsslc and Sm0Kth-St2r Nominal 5&M.8 9cluctimpactliqual; Opaque 12131=2 No Yes Yale, NIA Composite Edge Fiberglus Single Door with Sidalte(s) (Inewling/Oudewing; XO, QXcr OXO configurations) 3 t Thermis-Tru Fiber -Classic and Smooth -Star Nominal 684"a,8 SquatirripacAquot Opaque 1251=22 No Yes Yea NA Compodap Edge Fiberglass Double Door with of without Sidellbes (InewingfOutaoing; )0(cr OXK0 conflilurallons) 4 4. Thermil-Tru Fiber-Classin arid Smooth -Star Nam IM1=2 No Yea Yes WA Dp�uo E:,&0F=j=1=vot cc = 4"'WriglOultswing; X consguration) 5 9, Tharma�Tru Fther-Classic and Smooth -Sur N M 12r3lr2M No Yes Yea NIA cc El"II QnswonsiOulawing: XC. OXor OX0 configurations) a f Thernia-Tru Rber-areasic, and Strooth-Spir Nominal S&AW,0 Lquotlrnpoctlqwl� Opaque 12131= No Yee Y" WA Composite Edge Fi borglass Double Door with or without sidefts (Insamingroutraring; XX a OXXO coringunrearls) 7 g, Therringe-Titu FiterMCbash; and Smoost-Ster Nominal 6SOW.8 8quortirripactliquat Glazed 12/31IM22 No Yes Yea N(A Composite Edge Fiberglass Sivia Door (InswirsOultswingi X configurstion) a h. ThermaTm Filber-Classle and Smarifti-Star Nominal 831111ZIPI Aquatimplactliquol; Glazed 1211 No yes, Yea NVA Composite Edge Fiberglass Srvle Door with Sidetile(s) XO, OXor OXO configurations) 9 1 Thertral-Tru Fiber -Classic and Smeath-Star Nominal 611,40WA &quotIrrpsct&quc� Glazed 1211 NO Yes Yes. NIA Composite Edge Fiberglass Double Door with ar without Sidelftes, Ordowing(Outswing; XX a O)CKO canfigurstiole) 10 J. Therma-7ru Fleer-Casse and Smapoth-Star Nominal 88111119;0 Squottrinipactliquot; Glazed 121311= NO Yes yes NA Composite Edge Fiberglass Single Door (Inswingloutilwhil: x con"Ounatlon) 11 W. Therm-Trit FIber-Clasate and Smooth-Slar Nominal 811,01 &Iquatirripacidiquat Glued 12131=2 NO Yes yes WA composite Edge FlIperglasa SlIvIs Door with 8601 (11"ItAnin'll"Ouds"Ing; xO. oxor Oxo config,Aratiri 12 1, TharmI Fiber -Classic and Sneoth-Star Nominal S&M.0 8,quotimpact9quot Glazed 12131r= NO Yes Yale N/A Composite Edge Fiberglass Double Door with or without Sideliters Onswirig(Outswing; XX a OXXO configurstarisl 13 m, Therma-Trij Fiber-Clusk arid Smooth -Star Nominal 6111611W,$ liquotimpaclAdpilat Glazed Molded 12/31 No Yes Yes WA Open Composite Edg 114borgileasSingleDoor OnswingtOutriar-a =ijuratior) 14 n. Therringi.Tru Fiber -Classic and SmocitiI Namin2l 81101391 94trotImpactiLquat Glazed Molded i2r3l= No Yes yes NIA Open Composite Edge Fiberglass, Single OW vaft Glazed Molded Op.. Sid.ft(s) (Irl"ng/Outewing: X0. Ox or Oxo -Iliau nations) 15 0, Themne,7N FlinerClassic and Smonth-Star Nominal 5801 a quatImpactillquot; Glued Molded 12131r= No Yes yes MA Open Composite Edge Fiberglass Double Door w" or without Glazed Molded Own Selefites fin"no'Cutswing; XX or O>XO oodgitrib") 16 p. Th-T. Filo-Cla... end S-th-Star Nominal SIUNI LquotlirripaclSoluot; Opq.. 12131= No yea yes WA Composite Edge Fiberglass Si Door With Welded Open Sidialfte(s) Onewingi/Out3saing; XO. OX at OXO configundions) V7 R. ThlarrinaTra FIber-Claastic and SM00th-Star Nam upt I= qtu 12t31=22 NO Yes yes WA : cc less 5,2F1 hear m=F= withoutGlazed Molded Open Malres (Inswrig/Oulswirig; XX or OXX0 conliguraborm) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dealt Papal oil IMMI August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Flodda Adm inistrative Code 913-72, please provide the inibrmation and approval nurn bers on the building components listed below if they will be utilized on the construction project for which you are applying ibr a Category/Subcategory Manufacturer Product Description A-Prolval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm a Tru Fiber -Classic and Sm ooth-Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FI-8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FI-239.2 N/A 7/3012025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FI-15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10t20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25t2031 C. FIXE D MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FI-243.5 NI 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25t2031 D. MULLION MI Windows and Doors Series 5764 F L1 5353.2 NIA 12/31/2024 PGT Series 5500 FI-261.1 NIA 512612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FLI 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P FLA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. I Tile Roof) POLYSTICK TU MAX FL5259 NI 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FI-16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FI-21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FI-7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMIC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/3112025 So SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FI-15076.2 NIA 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FI-17869.1 NtA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Stmng-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F Ll 999.1 - FL1 999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FI-2197.5 NtA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FI-6527.1 - FI-6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NI 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NI 5/2&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 Detall Page I of 3 Ir2EM22 Date Pertallma am no vemion Manuiacturer Contact Engineer &I-icense, Validated Validated Iliflantilled FDIC Approval Approved sum Rwision 2020 Therms-Tou Corporaboan Shwo Jaspetson Lyndon F. Schrridt P.E. Ryan J. King P.E. 0711 07112r2M 07/29=20 1011w= Apprvwed category Ginterior Dews (SM 84&78M Pi (813) 75745% Subcategory. 9MVing Exterior Door Assemblies iijaspersomilithermatrut ad compliance Madhod: Evaluation Report from a m Florida Registiened Arch"d or a Licensed Flards FLA20470M Professional Fighlear Praduds QWWUANW= ARIMUNIAL11112 A921111AUX1111112 IMM 2UIU 6-0 Preductillia". RumbararNarre Product Damnation cantroaElopinelsor Due In HVHZ Outside HVHZ Rapistaft Prelize I a. Tharma-Tru Fiber-Cluse and Sirmoth-Star Nominal e&M's aquotimpactilIQUA Opaque 12nir2w Yes yes Yes WA Composite Edge Fiberglass Single Door (ImiWing/Oulairwing; x -irfigurarbon) 2 It. TheirruitJru Fiber-Claswe and Smoorth-Star Nominal S&IIII Squodrinpialadliquat, Opaque, 1213lrCn yes Yes Yea NVA Composite Edge Fiberglass Simple Door with Sidefilso(a) Onswin2i'Outswing; XO, OX or OX0 configuraI 3 c Thernize-Tru riter-Clault; and Srrmc*�Stilr Nominal S&#I ilquoCimpactil,quot Opaque 17nll= Yes Yes Y" WA Composite Edle Fiberglass Double Door Wth or without Sidafflas (IrdaultigtOutieI XX or OXXO configurabari 4 CL Ther"I F1 ber-Chisse and Sirreath-Star Nominal 5"1 &quWmpact&qu% Opaquis 12r3lf= Yes Y" Yea WA Composite Edge Fiberglass Single Dorif i1maningiOlsawnrig; X configurarton) 5 Therna-Tru Fibar-Cl .. I. end Smooth -Star Nominal 814139.0 Squatimpiacklici.ol; Opaq- I 2r3I r= Yea Y- Yea WA Cam E 0 "a" S with =0r2.,;:=nI OX0 cortfilluralfions) 6 f. Therma-Tru Fibet-Classic and Smooth -Star Nominal B&III liquotimpscrattuat Opaque 1213ir2m Yea Y" Y" WA Compoefter Edge Fiberglass Double Door Wait or without SKMitM (WNMTSiOUtgAing; XX of O)MO config-ficins) 7 9� Therma-Tru Fiber-Classe and Snnooth-Slar Nominal 6&SMg Squatimpactliuqual; Glazed 12131rim Yes Yes Yea NI Composites Edge Fiberglass Single Door On Xcolifturaton) 8 h, Thermat-Tru Fiber-Cluse and Smooth -Star mnj=ng; Nr 8 iliquaOrripactliqual; Glazed 12J31 Yes YM yes WA Composft Edge Fiberglass Single Door with Sclefite(s) firanAoInglOutinving; XO, OX a, OXO configursdarts) 9 1. 7 herime-Tr u Fiber -Clump and Stinootti-Star Nominal O&M.8 ftiotimpacUiquol; Glued 12131)2= Yft yes yes WA Comprofte Edge Fiberglass Double Door with or without Skloilles (IreeMnlifOutsming: XX or OXXO configurardons) 10 1, Thomra-Tru Fiber -Classic and Smooth -Star NorrinalB&IIISSO&Iquatinnipactluivat; GJazed 1031=22 Yea yes Yes WA CII Edge Fiberglass Single Doo, (linowirs/Outioning; X configuriefiarl I I k Theirma-Tru FIWZ12MIC and Smaaft.Stor Nommal8gallSeD41quatImpactliqual; Qued 12131f2022 Yea Yea. Yes FMA Cam= Edge Fiberglass Single Door .0 Sidelks(s) OnswinglifOublawing. XO. OXoT OX0 wnfi urathol 12 1, 71harmai Fibear�Clai arid Strageth-Sas Nam Y, in 18141IN, 0 iliquotimpadlgwot; Glued 12/311= Y" Yoe Yea WA Composite Edge Fiberglass Double Dow wildi or without Sideftles (InumnsiOutswing; XX or =0 oonNursitions) 13 m. Thermig-Tru Fiber-Clasall: and SmoolhSter Nornimal,5111411:31aS &qLx2tlrnp2ctLqucrt Opaque 1 V31 r= Yes Yea Yea WA Composite Edge Fiberglass Single Door with &quot;Non-InWat&quI Sidellte(s) linswinGIO.ApI XO, OXcrOXOcanfiguraboI 14 n. Thearra-Tru R ber-Classle and Smooth -Star Norninel 641,03ISS lliquatImpactLqual; Opaque 12131/= yes yes Yea WA Companies Edge Fiberglass Double DI men &quptN�Ineac19quot Sidelipas (IrrswingfOutsomg; OVO configuration) 15 a, Thearria-Tru Il bor-Chassic and Savoth-Star Nominal 8&13aD Belwatimpactiliqual; Opaque 12131=22 Y" Yes yes WA Composite Edge Fiberglass Single Door with &qucl;Nor�lnVacAquoI sidlelite(s) onswingfours"na; XO' OX orOXO configurations) 18 p. Themnat-Tru Fiber-Closse and Simeal"tar Nominal 8&#3gQ SquWnripactillquol; Opaque 1 V31 Q= yes yes Yea NIA, composite Edge Fibeigt in Double Dow wth 82 aquaI;N�jrrVsc1&quc1, Eildelteas (Inswing/OutoWng; OXX configuration) 17 q. Ther-J. Rbar-Claissix end Snrlooth�tarr Nor= III liquotNort-Impowilliquall; Opaque l2f3lr= Yes Yes No WA Componts Edge Fileargiolas Single Door 0 " Xconfiguraftion) =.r8"g%;quotNon-ImPac01quot; 18 r. Thertnoi Fibear-Clamse and Srrooth-Stor N=2t Opaque 12/31r= Yes Yea No WA Composite Edge Fiberglass Single Door with Sidelte(s) (InswIngtOulawing; XO. OX or OX0 configuraffions) 19 s. Thermat-Tru Fiber-Cluse and Smairti.Star Nominal S&#3g;8&quot;Nrm-ImpadSquo1; Opaque 12131 r= Yes Yes No WA Composite Edge Fiberglass Double Dow Wei or wftovt Sidefites (linswingfOultswing; XX or OXXO configurallions) 20 t Thermal-Tru I'lloer-Classic arid Smocith-Star Nominal 8&1 Squot;Nori itipsedquat Opaque 12J31= Yes yes No N(A Composeks Edge Fiberglass Single Door (Inewirsoulawing; X configuration) 21 u. Therma-Tru Fiber-Classo and Simooth-Star Nominal 8111,111W.0 SquatNon-Impactiliquot; Opaque 1=1=22 Yea Yes No NIA Composite Edge Fiberglass Single Docr%ft adelike(s) (Ineat"19toutswing; AD, OX or OxO comfiauraI 22 Thermal-Tru Fib.,Cl ... it, and Smoth,8h, Nominal SIUM;0 gquotNtan- Imped&q..1; Opaque 12131r,= Y- Y- No NIA Composite Edge Faerglonsa Doubts Door with or without Sidelfts firiswinGtOutawaig; Xx or Oxxo configunittions) 23 w Therrinial-Tru FiborClo"Ic and Smocth-Star Nominal OVII NuotNon-ImpactI Glued 12J311= yes Yes No WA Comparlits Edge Fj beargliess Single Door Onswing/Outirwing; X configuration) 24 Y- Tharri-a-Tru Filder-Classe and Smooth -Star Nominal 0&1 liquot.Nonlinpactiquot Glazed 12131r= Yea yes W WA C kVIe Door vAh S1M1W*W7012;=Tr.S xO' OX a Oxo califigurations) 25 y. Themag-7ru Flbsr�Mssalc and Smooth.Skar Nominal SAOI IlIquotNori-ImpactIliquM Glazed 12t3l Y" yes; No N/A Composite Edge Fiberglass Double Door with or without Sidettes (Inewing(Cutsiaini XX a OXK0 contilituredions) 26 z Therm,a-Tnu Feer-Cloasic and Smotilln-Slar Nominal 9111409:0 Glued 12131r= Yes Yes No NIA C"I'll)(161116 Edge RWQI� Single Door 0mrMnalOuterwirgi, Xconfiguration) 27 za Therms-T. Fi--Cl-i. end Sneoth-Star Nominal 8&#39;0 &quaLNon- ImpocAquot; Glued 12131= Yea yes No NIA C-poisto Edge Fibeirgliess Sees Dan, Rh Sidelite(s) Onswrig/Oulnewitill XO, OX a OXO configurarlions) 28 All. Therimia-Tru Fi�-Cfisssic " Smooth -Star Nominal Slldi%0 8qurrtNar-Impact5quot; Glued 121`311 r1w Yea Yea No NIA Composite Edge R berglass Double Door W in or without Sidelites. Onswing/Oubewing; )0(or OVO conNurstons) 29* M12111 verniten JURIONII Rovision 2020 MI Wndws and Doors CM*W. Exterior Deals MCat*Wrr. Siding Exterior Door Assarrialles, compliance Mghock Enlustim Report torn a Florida Rovishmal Archlient or a Umsed Florida b9lo,siM Predudir Preflanalonal Em&- JIMA Number " Nam ==UMINUMSGD I 2 SERIES 420ALUMINUM SOD 3 SERIES 420ALUMINUM $Go REINFORCED 4 SERIES 420ALUMINUM SOD REINFORCED 5 SERIES 420 ALUMINUM SGO FIVINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprovall Application Detail Pass I d 2 1&2021 Intin, a QKI& End-,& Li-, kilooLa Rik ma mdum awnwo on, losed- LAGA020" AD hLgmng a" Brent Swinger Luis Roberto Lomas Stmn K Urich. PE 1 QGGI imanow 1OP912020 12M 6=20 App-di 4 717) 385-- PIE-82314 (717)317-8454 .ln..rQmJwd.- Prod= Described Quallp; Assurance Amovedfor use Approved In MW outside, for Use KM Insame: goastat Didion SERIES 420 ALU MINUM SGD QXO 1203112024 No Yes No N/A 145. 34IlqMxWquoI; NON -REINFORCED SERIES 42CALUMINUM SGD OX XO.= 1201141024 No Yea No WA 96&qud;�SO&�Wlt, NON-FIENFORCED SERIES420ALUMIN M3GD REINFORCED OXO IV311/2024 No Y. No IVA 14&3M&Q.o1;.9SLq."; SERIES 420 ALUMINUM $Go REINFORCED OX 12(31/2024 No Yes No WA xO.)M9S&qdotx966q ot; SERIES 420 ALUMINUM SOD REINFORCED XXX 120311=4 No Y. No WA 1438au.105I Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page I d`2 INXQ I Q" bill= 291 am 21111.21101111112 291 .lkm version Illamifflasture Called Endensor & Leanst Validated MuMijilad PSC Agesirral Approved RVArdan 2D20 Winir�Dator. a division or Ovashead Door Dadyms K-I.h John Is. Searle Je"P. Arneson. RE 10112r2020 DI 10=020 12116/2020 Approved Corporation (3310763-691 PE-51737 (904) 821-5200 CatiquiI Illtorlor D- dkornishOwyn"Hon.c GulaCate2oar. sectional Exterior Door Assarniffies arn Compliance blethod: Evoluilon Ralson it= a Fiords RegisterodArahtnect a a Licensed Floods Protedraloned Frignalar pLdn424tft Pf*Moa Quanta A,- Agarand for LIM Aper-old fle use kalm goom it" Product Illoglill. Number or Mum Product Dwrlotion C In HVMZ 011111111, Renstant Prossurt 3 8000410M2004111105 MOD: Me% v4dilh. 14"39; Max height. Glazing 12131=3 NO yes Y" .31.001 awilable In too or Intermediate sedon. 10 80004100200#1123 1 G&Clilr. Max wift. 146dift Max height. Qlazing 12131=23 No Yes Yea 30.001-33.50 it"llable In We or inloonaillidir sedion, 11 80004100/82001124 16U0SMmwIdh.I49MMaxho0t.(3l Ila 1WIR023 No yes Y" -34AW-31t,30 M104 in top or IntsnrW*dIdos1I Florkia Department of Business & Professional Regulation Building Codes and Standards Ir u pp C on rago 1 or I= C&U Dift =2 Due porldre IM2 Must vessel, madlillas� Ceram End-, A U-, "a""I x1l" AMID= LIGADUMM AUDEMad Aga No~ 2020 Camara Division of AADG. Inc. TornRallay UL LLC Troy Sdonop. I-E. 1211ar2ozo 12MV2020 1=1i`2020 Apprawad Casually. FAilmor Doors 1641) 494-2013 (954) W-0880 "Cawspirr. Exterl"cor Comporietill, orn.rosamrseastiloy... ILM150421hadismas Compliance M*Mo* Cerfifitation Mark or Listhil m Bell 00-7151 IT 1. -nd :�� GailliftyAssurance EL2AEL2uGd= AnervaindforUito In Angrainad HVMZ outdo, tar Use Import DOBIM HVItZ fullisda la-auni 7 717 TN be T Shn a I a a in al P. Irs, of Ft. Iii. Glatild, end Lo-ad .11glis end Pat. or 1213112M Yea Yes Yes NIA Doors, hollow model diers. Florida Departinent of Business Professional Regulation Page 1 r2 Building Codes and Standards 15=1 Product Approval Applications Detail Code andi, 2111. CW- *at, Fandris ad - Version Mnr,,t,- =11211 End,- A Ll- vammd S, YAW" aNigglijigis FED Ara -al A,-,,d Bad R.,,.ft 2020 MI Whillon and Doors Brent Siffirger Arrieflion Architectural Saw M, Urkh. PE 11117020 11 M 7r2M 11127r2Q20 Approued cat000ry: Wnd*" (717)3651 M-r %,t ter, --deflon 1717) 317-8454 SubCatagarr. anighs Hong col"I'llarills Ndbod: cwwoom Malk a Listing A -,Id nor use A,r,,d ter Use AW ModeL author or Nam Contract Emirdim Out In HVHZ tw= nimm witch HI RN"M Pf"V� 2 52X?2 FINFlonge Frones IG)BG Single Hung 1 0108=3 No yea No .601-60 L-Inated Gloss -4--A (D U) CD > 0 a> a) 0-0 2 Cu Cn 5 CU 0 -CU 0 = 2 8- q 111 C 0 .0 1� Li- %.+- 0 CU > -0 W E " :0. 6 2 CD- cou) -0 - I= . - C/) Z Z W mi cp C= a- Cx- cr- in W cc .0- 0 CI rz 0 Cn CU > 0 > L- CL 0 CL < 0 =3 -o 0 L- CL Cf) CU M < CL F- L- CU W Z Z CL SHEET NO. PA 1.0. I - I LL I 11 1 1 1 CD FF CU Florida Department of Business & Professional Regulation page 6 .1 9 Fiance Dopertmord of Business & Professional Regulation page I of 1 Florkto Dope irtmarit of Business & Professional Regulation Page I it Florida Deportment of Business &Professional Regulation pgelf2 > Building Codes and Standards 10252D22 Building Codes and Standards 110512021 Building Codas and standards IV2021 Building Codes and Standards ti5202i 2 Product Approval Application Detail Product Approval Application Detelf Product Approval Application Detail Prod uct Approval Application Detail = 0 0 L_ 1011 mmmmmwmmm I I - - - a iiii -_ I 22ft Entity or 20 M Daft Foodiftia M i IO onnommommmumm Imity a Ra ags QU Pending an a- IA2 version Manufactureir Contact Engineer A, umnse Validated By Validated Submitted FEIGAtionival Approved Status finith, or ago awl 0.0 Pion A& 9212 Enft =it 1111111 Due Fontana am Miall Ifirsiscrar, Marafaduw caotect Encloses J. Licals, xwwawmk X11111" FOC A-mv,I 6 Revision 2020 Thermat-T. Corporation Sol— J..parsan Lyndon F, Shidt P.E. Ryan J. King R E, 1=70021 owlami ICY13MO21 12MU2W Approved _T= Version catmi audonift" M AWMall Approved atatter I= varson Manufacturer Vab"bd Sublitaid FOC Awroval San RWsW 2020 Ml W,dows,nd Ow arsoft istinger Armul0im Architectural Steven M. UrIch. PE 11)27J= 1 lf2w= 1=812020 Approved U) Gateloy. Exterior Doors (8M 843-7628 PF-43409 (BI 3) 767-6555 Affirmithon 202a PGT In.shrkre Jan. R-old Wirrol-D.d.13CCO-CER liform-D.d. MCO VAL 11,05M20 "oumn lltlir2O2O Approved Reviin 2020 MI Notion and Does arson Stirsper AmencimArChiltolund Simi M. Unch. PE 104116=2D i0f0&2023 1011W2020 APW--d Category. Windin; c1`1700-3300 lv.oulacturo,;A�hffica qi7)1lT4454 CU -cu SubCatagorr. GyArlaira Exterior Door Assemblies catagW wrldoes GlCologur. Strol. Hung (94i)4a"100 (7411�315-2590 CKeUW. Windeovs suboaroarr. Harizor"I slow �717)30-3300 Mantracturars Asitcortion (71T)317-M4 loartUnigerginh-d.0con Subcaftlorin. Flood -0 GOMPItalloo M4000, Eviduation Rowt from it ill Florida Registered Architect or a licensed Florida Cornpliance Method: Conti slant or Using comicliancre K#Moa: controatan halt Listina Owilame, 1111.1hodc on kke. Listing Prdess" ErIgmw 2 #Imsl"4AModick IFUMAIMP14V crson Annonsolf"Un AssroaM lair Use bRag Dcom nomLLiagm ACKRAUA.UU Agumnak"u a= calm 0 25- C= 0 Quality Assura nose ApollovediftwUse ApgrovisdolrUss, Moslem EkOL43n &I" Pro" Model. Nuivatier car Nam ojwft kiniurancer lost Arldrizenllftles MUNI In HVHZ Outside, Resistors Pressure contract Eminallur, paw 1, HVME pushed, NIVMZ R.,odwal, P.-re Product Modell. Numbror or Nam Product Destalotle, Contract expiration laut In HVHZ assistant 0 LL_ Seq X Product Pladol. Who tier or Name ProduatDoscription Contract Expiration Date In KVII9 Outside HVHZ Resistant Pressure, 2 AH5800 (Larg, verses Impact) V" SIngit Hung Wndo� 0713002025 Va. Y., Yes MIA i R.ng. F,- 7342 Insulatd GIs. 02fignI124 No Yea No -W-55 1 195 PW 7302 In,ulalird Glas. 04AW023 No Y. No - CIO ICU 1 a. Therri-sial"Tu Fiber-Chassic and Strooth-Stor Nominal $1140W,13 Squot;Non-1 inpaudilquort; Opaque 121311= Composite Edge Fiberglass Single Dow No Yes No NIA > X -0 (Inswro'Outsvorg; conitgunition) E 0 2 to Thromice-Tru Rber-Clasualo and Smooth -Star Nominal 6LMS &quotNon-ImpactilLquort; Opaque i7jal/= Edge Fiberglass Single Door vAth Z' No yes No NIA CD L- L_ mpossitis Scleliho(s) XO, OX Or OXOr (In.MigiOutoulAng; Zn 3 a Thourmai F loar.t's"Ic and Snocath-Ster Noinsil 6110M:8 SqW.Nori-Impacolquat Opaque 12f3l/20M No Yes NO NIA IFiberglass Composite Edge Double Coot with Cn 4 d. Thorme-T. Fiber -Classic and Smooth -Star Nominal ?&MO 11quarNon-ImpaculIquot Opaque 1=111= No Yes N" N)A Composite Edge Fiberglass; Single Door (I ristvingkOutsoving; X configuration) 5 a Therma-Tru Abor-Classio and Smixoth-Star Nominal I&IMO liquot;Non-ImpsoMquot Opaque 1 2J311= No Yes No MIA Gomposift Edge Fiberalasis Single Door with Sdelio(s) "weAnWOutavving; XO. OX or OX0 conligurat.n.) 6 1'. Thermse-Tru Rbar-Classlo and Smoofti-Star Nominal 8&032;0 liqu"oh-I mpactiquot; Opaque IZZ112022 No yeta No MIA Flords Departmerrilt of Business & Professional Regulation Pagoldl Florida Deponment of Business Professional Regiiiallon i I Florida Department of Business & Professional Regulation Porial Composite Edge Fiberglase, Single Door Build rig Codes and Standards 11502921 Building Codes and Standards 15=1 Building Codes and Standards OnawnglOutswing; X configuration) 7 g, Tharma-Trut Fiber-Clessic and Smooth-Sair Nominal U#39;0 &quct;N9n­Imp;ft,t&qwck Opaque 125112= Composite Edge Fiboarilose Single Door v*h No yes No NtA Product Approval AppliCadon Deltall Proiluct Approval Application Detail Product Approval ApplIcatlion Dttkll Sidolfte(s) (Inavoral'OurthAvoi XO: OX a QXO a1 11! s8 configurations) h. Therms-7ru Rbar-Claseric and Smoath-Star Nominal 68939;0 &quat;Ntm­I mprocifiquot Opaque 12131P= NO Y" No NIA BEEN= ENEEM log Composite Edge Flbwglm Doubla Door War or 2111111 20 Data Paarg 299 raft Salk 2" Dot, Pon&- go �m 20 2" 2&LBR= a" Wilicut Sidelftes. (InswingtoubsAing; XX or OXXO versecto Mulaourtar Edow ulixonafts "Idatd 1, Validated SL6,WA,d H&Aoociatai Amounted jkva min Version Msufacuum contact ISmlronar & Lielow, Validated Ek Valklated Submittd RnAescroval A,,,M Aida 11ft ysaijag Marunantirror cmiad BrAkww a U"M Validated EW Validated SAMMM FOC Awroand Approilrod configunation) 9 1. Thermo-Tru Fiber-Claitsic and Snicoth-Star Nominal 69#39:8 &qudtNon-I mpactil,quot; Glazed 12131Q= No yes W NIA Aftmehort 2D20 PGT Jam; R...W. OCCO - MR M12ft-D266 SOCID VAL i IM)2020 I 10020 iltlir= AM-04 R.,mic,ri 2020 Ill Whd� and Dotas ald affinger Luis R Lornes. PIE Stevent hL Urich, Pr Iwo*= 4offle/210 1WIW2020 12MB*020 Appr"d Alternation 2D?O PoTirldusines; Jam, Rostranki liffirt-Odo8CCO-CER Mk2rr#.Nde BCCO -VAL llM12)20 il/0512020 'ItI112020 Approved Composite Edge Fiberglass Single Door C009W VIRdOays (941348"100 (716� 315-2590 Cet"cor Wind- (717)365,3300 PE-62514 (7i7)317-6454 Calagaw Viandavvs (941) 486-0100 (7815)315-2590 (FrowngliDdswitV; Xconfiguration) flubcolafto.'r. rioned YoscoattlGingfindusursox rasecsigoor. L&A. Subcowlsay: Kaion% 10 � Therma-Tru Rber.ClastsICAmd Sonocith-Star Nomilial 6&#39;8&quct;Non-1mpact&quct; Glazed 1213112OU No Yes No NIA Carniallanto NO.d! Cardleall. Mark Lifing Compliance Named Luellen Room torrin . compliance, Method! CwMcaw Mar% or Listing Composite Edge Attelon Single Door y4th F1.4do Regiloord Atftod Liconsed Mid. Sidelffe(s) (InsWr4XJft;wIn9� XQ Ox a oxo Porissmal Engineer 11 k Thermis-Tru Fiber-Clawic and Smatt"tar WflfigUFZMQn$) Nominal 0&#39;6 9quotNon-I mpoctaquot. Glazed 12131=2 No yes No MIA As- Actironedftil, A-r,,df,U- lrnD2Gt Board, juttw" Clueflit, As- Anso-41111141 a2ummum-mu UPARL nigm Z Composite Edge Fiborghoss; Double Dow 4th of ftibl.dal 16 bar Or u- Pl.d.d 0-doglar, in HVHZ ouldi HVHZ Rsitant planuam, Frosluct Deselsidon t In HVHZ Outside assistant iansistart whriout Sidefites, (Iner,ingtOutsoving; xx or OXXO s 11-arWARIWIelorpctl Vlrc�,( Fl..d Wnd- 044=0 025 ye, Y_ Yea MIA orers, Aicaucarew, Ancerollot],* AGEMIldiago IGWA RMMM I NUIronsfor-ANDOoniandWinclove, Aoumlnum Nitillone 05126=5 Yet Y.1 Yes MIA 12 L Therms-Tru Fibeft-Clarsalic and Smocfth-Star configuratlons) Nomilial 7&M;0&quct;Non­1mpaGMquct; Glazed 12/311= No Yes No NIA INA 2 Product mearka- contract Eakdlm Data Verficaj Alumun.. M.N. 12*i;2024 I, MVKZ outside HVHZ No Y. Rutill" Y., possount WA Composite Edge Fibarglea Single Door (ImovinglOutswris; X configuration) 13 m. Therroca-Tou Fiber.Classic and Smooth-Shat Nominal 7&M;O ill,cluckNon-Impactilquot: Gazacl 1213irzm N. Yes Nla MIA Composite Edge FiberglasseSingle, Door wth Sidefire(s) V naylinglOutsoving; XO, OX a QXO configurations) 14 m Tilenifts-Tri Fibe-Classic and Smodhi Nominal U*39;0 liqUatNon-I mpoilliquat. Glazed l2alI2022 No Yes No MIA Z Composite, Edge Fiberglass Sing Is Door linswrtwidonving; x contiguratlon) 15 o. Thermorl"m FibwCwAic and smocith-Sour Nominal BU39:0liquaron-Impaotacluck Glazed 12131=22 No Yes, NO NiA Composite Edge Fiberglass Single Door %ith Sidelle(s) Onsoling/Outs,wing: XQ OX a CXO wrifigurations) Florida Department of Business & Professional] Regulption Pop i of I norlds Department of Business & Professional Regulation Polls 2 c1`2 Flodda Deportment of Business & Professional Regulation Pog. i r 2 its p. Therme�lrru Fiber-Cleaffic arid Smooth -Star Nominal Glazed 1213112022 No Yes, No NIA Building Codes and Starsdards, 102U21 Building Codes and Standards Building Codes and Standards 10=1 Cornpostles Edge Fiberglass, Double Dow win or Without Sideldes (InswWOutriving; XK or 0XX0 configurations) Product Approval Application Detail ProdW Approval Application Detail Product Approval Applicaltion Detail 17 q. Themils,Tru Fber-Clossio and SmccNh�%ar Nornhal 08#W:6 liquot.Non-impeolSquot; Opaque 12/3112022 No Yes No MIA Composite Edge Fberglass Single Door Wth if is r. 7h#mw--rru Fiber -Classic and Smooth -Star Nomha] 09#39;8 &quotlMoImpactiliquist; Opaque 1213ir= NO Y" No N/A 9"I Endivar Dalk 2111 Do" Pouliot Do Date PMOM raft bollo, 20 Date Fianding Otimp-dr, Edge Fiberglass Sin]. Version M�fbdum contact Erldnecar&LIcsons, Validated IN Validated aubfthd fAaem9tvA AWOUM 9111111112. Z= Version Moughartutair cooled YAWNIfLa kdwdog Atmiad LAQA29LUt A,,,WA Status, mm Version Manufacturer Contact EnUin&K A UC� Validated ev Validated! ambmlm IFNICAustrow Appro 310A Sidefito(s) and Transom (incvingJOuhsWtV: OIXO. 01ox a, OtOX0 ocinfigubons) R"won 2020 Jam" Hardie Building Predict*. In;. Chad clacks V. Andrew Too John Southorld. P.E. 01,0512021 l"M2020 01/00021 d.9 F8C ApPr, Revisal. 2020 Allikka Nik Thompson Lyndon F. ohnolot. P. F Ryan 1. King, P.F 02nVM21 ozn=21 ab=021 04,13=21 Approved Revision 2D20 GALF Miheal Soon Robert 4.1m W. lon-Mh. PE 09426020 th)(21=20 1010212020 12W2020, Approved 10 a Therma4m r ber�Clasciic and Smooth -Star Nominal SWO; 0 &quot; Nw-Impastlitcluct; Op&qm. 1 Ml/2= No Yes No NIA Cobigay. Panel Wells (1100) 545-8350 PE-818II2 (352) 3OF-2528 ctagaul, PuIru won, (330)922-2389 PE-43409 i613) 76.8655 ctoon. posting (419D)P*341i Pe-wea (954) 772-E224 Composite Edge Fiberglass Single Door with SholoCaJagarr. Gdrg 81rcisivicorr. soffice 81oCaltsiator- A.Mlt Shlorles shd.1w.) XO' OX or OXO Compliance Mothoct, Evaluation Report fare a Compflooeas Mashed: E,visuall. Report it- . Clorpliancla Method: EvetuallOn Report 11'ran a Continuous Head old Sill configuisatiorat) Florets Reetwored Andiftect Vo Llowneal Honda, Fludd. R.911imodAmhod Licensed Florida Floods RogaterrodArcirki(A or a Licensed Floods 20 t Thatima.Trui Rber-Claswe and SmooftSbar Nominal 8&"P0 &qucRt.NOn-Impaat8quot Opaque 12t311= No Yes I'do NJA Professial Enrikeer Rotesslooill Fruilnev, Prolossicaral Engineer Composite Edge Fiberglass to Door with Sidegite(s) ( Ox a OXO itu"Nalailiftlikilig lPbutwis Continuous Head imcl Sill configurations) Quality Assurance Acroaqedfurtiso AnotoM lar thiss Imam Dosion A-v,d for U, Awa-tal for Use 1002MI DW- Quality hiscrancts, Approved for use Adiaroval for Me limill 9111021 21 u, Theirmo.'rm Rov-Clossno and SmoothZibor MOmmatS&VIaB &qudt;NoA-1maarA8�quot; Oicad l2f8l/2= No Yes No NIA Piciductillo"'Munifter"Marnat Product DnmiuUo Contract expiration pat* In HVHZ ouw"hw Resistant Pressure aaQ* Product Madid, Number ar Names Product Daracrigild- covered Irmtrtt- 09. 1. HVIRZ outside KWZ Resistant Pressure Product Mdl. NL*,b, or shcon Prodct Dagailern 1. HV14z Oudsd, HVHZ Roamd prosesurs, Composite Edge Fiberglass Single Door vvith SidelbK%) (InWrigifOulsWing; KO, OX a OXO Cwnpl,ulk L.p Sideria 1=112Qn Y" Yes MIA N/A I a. dquct2T&quot Sollit ventarsolielvinidSops 1201=3 N. Yes NO MIA GAFA%PIMftRoQ(8hIasIa% Fborg." natolarced 3-but. fiftromated. 5-tb and 12;16=2 No Yes MAA NJA C muluous Fired and Sill configurations) 2 Hardlolelselt L.p Sidirig 1=412023 Y. yes, NtA WA 2 lo, &Qu1t:ANWO1. T4Jkqi3Ol:6rIfft V-1 Or Sold V" safe 12131=3 Na Yes No WA fiftu,kir-windhingles 22 Therms-7ni Fber-Classic and Smooth -Star Glazed l2t31r2= No Yes No MA 3 a. lkisud;Greontirlitur Mmage Boadodlt=: SO1111 Vwft Or scud V" M 12131=3 No yes No NIA Oomposile, Edge Fiberglass Single Dow with 4 it 44tict:058uluk rft Vent a Sold Vinyl Garot 1=10023 No Yes No 1`16A Sidefita(s) (InsWilgiOutnuft; XO, OX a OXO 5 a' A,quot.Charter Oak&quot; Soft veotoredidViyls.11111 I Z31 02023 No Yes No MIA 23 lor. Therms-Tru Filter-Claset and Smooth -Star Continuous Head arid SIN configurations) Nominal 60*8 &qtjotNon-lmpsat&quot; Opaque 1=11= No Yes No N/A 6 f &quot:Supw spor"quot sallit Vent Sid 1)icyl aoffl i 2131(202S No Yes No MIA Composite Edge Fiberglass, Door Panels vft Vented C= adolibe(s) OnoWntolOulsvifing: XY, XYX or XVIX S ocerijawnstiorm) 24 x Therma-Tru Fiber-aassic and Smooth -Star Nommal S&M0 84tiotNon-Irripactiquot Opaque lmlt= No Y" No N/A cs Composite Edge Fiberlass Door Panals, %Rll Vented Sdolke(s) OnsMniglOulawrog: )K X>D(or)Q= = coolig.rati ... ) 25 y. Tharmo-Tru Nominal SASM:8 3quct;Non.Impaot%quot Glazed 12131120M Fiberglass Elect Parleds Vented No YM No WA > Campoalfte Edge vollih Sidelka(s) XK XXX )=X Florkla Department Bitiolneas Professional Florida Deportment Business & Professional Rogulaton Florida Doportmand of Business Professional Regulation OnavvinglOutming: or of Regulation Prisi Orl of page I of I Page 1 01 < -9 = configurations) Glazed 12MI112022 No Yes Kb NIA Building Codes a rid Sta ndards 108=1 Building Codes and Standards 1 6=21 Building Codes and Standards I C', cc C-) 28 z. Therma-Trii F ber -Classic and Smooth-Suir Nominal 8&40�0 &quo(Non-Impacutoluot, Composite Edge Fiberglass Door Panels vAth Vented CM C-4 >< SideliftKA QnswrIO'CoutlevvIng; xx, Xxx or xxxx Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Lt. ocarigurations) 27 za. Thearmai-Tnu Fiber-Clanic and Smooth -Star Nominal 68uM:8 &quot;Non-lmpftftr&quot Glazed 12t3l/2022 No Yes No WA C.4 Composite Edge Fiberglass Single Door vAh 36039t, 0 tseaINN 5dclWs) onsivArgiNDutsviing; XD, OX or OX0 225111. entry 2" 20 DAV Pnts- go Q* itMt. 91111 1109 Parydric W W 2111111 2" culte Penchus Q) a) 28 V3. Therma-Tru Rbar-Clarselic; and Smoovi ooryligunallans) Nomiul6U32�8&ciuct:Ncn-InVaot&quot Glazed 1 M112022 No ye'a No MIA Mtn Molsofd.- Conrad InchiserALIcons, Vlidted IN Vkdd submitted FICAssuroveal A,-,d Voodoo Vlidated BAEMd FrQ AIND-01 A­v6d Rawl Tine, vorstan RbmuNctw Conrad ftwooseraut Vfdld.Md le, Validated $Ldglltd PSC Acturavall Aporwyed awl"- CL CD Composite Edge Fiberglass Double Door w4th Revision 2020 TAMKO Pulding Products LLC Kato Edon R coal Nwronan John W. lonalavich, PE IOM412020 M9/2020 igii7nwA IVIS0020 Aparwad Revision 2020 I.M. Thompson, lot. doe Thompson Arctiflecturer Tory Christman Zachary R. Poser Sloven M. Urich. K 09M712020 owlenom 0912W(i2il 12J15=20 Approved R.14slon 2020 Floods More Producer 140, Clark Jones Jam. L. Bucket. P.E* Sts- M. Unch. PE or.27FA20 ows=20 10,04=20 12MEM20 AW-d . r 3030 6iMiters 0mr,ormolOubtyming; O)OlO coessay'. Roofing (417i824-6844 PE-59166 f954) ?72-6224 M�ft%C�v�yiTAMCq- (613) 248-3456 PE-74021 (717)317-8454 caboloW. Rooling 1904) 7&3,8400 C BUCK 6.0riewling (717) 31?-8454 C, 29 Thanno-Tru Fileter-Clinec and Smooth -Star wiffourafton) Nominal WN;D squot;Nom-ImpaicAquot; Glazed 1213112022 No yes No WA Outictrawor undedwray. kern-aid.0tiamik.- Caregorin Facing "CalooW. Roaring Accessories that are an alitre.kgraly: Integral Part ofthe Roollog Sy*em 1atteft-oom PE-31242 cc Comprosolia EAe Rborg law Single Door wkh 30W. 0 _qcleliro(s) OnsvvingtOut5wing; XO, OX a OXO CoVibmto KOO&. Evaluation Report torn a Rostra Registered Ardiftoct or a Licensed Rorklo Fail crane Facing System c-neilloncia Method; Evaluation Report from . 40 0, .5- confililuration Professional Engine. complain" Method Evaluation Report torn Flodds Ragi.larrodArchillctor 9 Licensed Florida . n zd. Thermar-Tw Fiber -Classic and Smoth-Stair Nominal 8&#10&quotNon­fmpscMquot; Glazed 12rAlr2022 No yes No NIA Fladds Rairstared Arch- Or a Licensed Florida Professional Engineer Pro.,[ .. I Eogiriew a) = Compolate E499 Rboarglass. Double Door with 39939 a Sidefites ti navving/OutraiAng; OXXO Qualitv Astaimaricar Assurovedt11s, Arevotyad for Uft configuration) liquotMon-I IMU2022 bgrorMarnot Product Desolation Ron Det, 1111.4109 Outside WINZ assistt QuallitrAssuranco, A=OvHl for Use Aparcood IN Use 31 Thermia-Trut Fiber-Gloasue and Smooth.Stor Nominal 7&#39;0 ropectZ,quot; Shiller SeriesComp"ReN GlaziedFiberglawSingle No Yes No MIA 1 =nhdraymftAs(HVHZ) RodundedaymentsforusahF9CHVI4Z 06MI2= Yes No NIA WA INA audity Anumm Frtion D,,,,kd,, ra Aparsinsoolf"llso, AncroysillorUse 1, HvHz pushed, HVHZ nim Assistant D"an P.- 3 3- FLAMOO, $quot:RV 10 Ridge Versilcurd: Product Alkinfilium Ridge Vents for pfiched recta febmated IZ13V2024 in HVHZ Outside HVHZ Resistt Pressure NO Yes No MIA EL Lit Door with a Y&out 17039:2 Sdoliho(s) linevong/Otrawing X CX XO or QXDconfiguratnins) 2 TAMKO ROO Undarloymaints tHON44\647) Jamadotoos. Rod undarlaymant. tat use b F SC oco+4VH(Z 0602wom No Y. WA IVA I 2 Vb4malth SM. U 111. TAMCOG*os%000kVnt 26 VA. M. r"I'v.01histor Ivift tadlis 09,00026 20 ga. 09MA2026 yea Y" No Yes NA NiA N/A -01-52.5 juruclotiono 3 TAMCO 01-Ridilit Rod Visit �.4M Bell. 26 OL stan.,oacif-rdiflistar afth Integrated Who, 090owwo yes yes N,A WA 4 TAMCO Round Top Off -Ridge Vert *dh Beft for Tile 20 UL ith; roadvoviftlisdartth beffe 090MM Yes yes MA MIA Florldo. Deportment of Business Professional Regulation RPlfi Floddhir Departimart of Business & Professional Regulation Part f2 Florida Department of Business & Professional Regulation P.R. I of 1 Florida Department of Business and Professional Regulation Building Cod" and Standards Building Codes and Standards Building Ccdm and Standards 10022 Building Codes and Sitandards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail QQA go yarram MRA.i. Manufaturer atb crect vmdftd M go W Dattforldric an vaudatad sob.Mme FBQ Agarturvii aacuo Version Awrafticturso it2" cowed Endirlsor 9 LJ- yalkistant IN 2W 2tL&U&z VdIddld atoatd FilloActo-al 299 A,-vd Allholl. Code Igo vanuarn Manufactures, Entity or Contalft snahaverill,ucarkse ywiclaw By DOW Date Dot* Pandlisp Daft Validated submitted FBC Approval Aponvired 111111112 FU*269-R31 2020 Lation. Ktrina Jolley J- L. P.G. 91-o It. Litia, PE 1 i/23/202D 11123)2020 lirfir�020 cling FBC AW- R*%44ion 2D20 8=1 Roofing Andarracri ROOM IAPNO 1.146m, valuaonGa,y)A1.W.4W i 110=20 41IOW020 11W42020 Approved Revision 2020 Global Protection Products, LLC. 71m Robinson VVeltherA� 711t Jr., P.E. John W. Knotineivich, RE 09AWOM 09108=1 I 0101=1 12M&M20 App�sd 22ft colikm DWA 2= I= Status category! Roolng (501) 906163 PE-31242 (TI7)317-8454 cetarpor Feeling (8013380-6091 Struftnis I.I.C. (205) 854-0160 Categary. shutters (954) 689-7545 PE-44167 (964) 772-644 lyel Version 1111priult19JUrer Conta Engineer & Agilg" Validated Subinifted Pending ARproyed Approved SubCdolipson. Feeling Accessories that we in R00008"M loolloyCloftlatmoom loulect.,r- R.Wog Tibect ROINnAiderecrigband.00 ill Subcategory Stan, P .. 1. lintrobinapmCgloperift.coor Revision 2020 POLYGLASS USA fllaurOlpert License John W 1012612020 10i'22II2020 F13C 12/15Q0X liftegral Partafthe CWOH- Method! ev,sturia, Report tram . Product Evaluation 5% compliance Mothrod! Evithiation Report from a FbIdaRegistersdAnchboctora Liconsed Florida C;ategory: Roofing S9542331330Smalper*poWIass_com Robert NieminOn Knezevich, PE ARRO25W FloriclaRcillsteredk4hilectora 1.1coneedirllds, Professional Engineer Subcategory: PE_591 as (954) 772-6224 11/01/2020 Professional Engnw Underlayments Quality Assurem AaWWA fair Use AM=" IN uss Compliance Method: OudwAmmamo Approved for Un ADoryyod tat Us* Impact 2NM is SPROIdGrogill Product Doesdban Flat Po" - Dan-, CO 121312020 so WYK DiAdds, MVKZ No Yes NtA lo-re KJA 6-0 Product Model, Number or Name Quattro Assurance Product Desporptlan Oantract E)VIrafloo Aftoroved jar Litild Aticinalsed ftr Use 1220 Deralor In HVHZ Outside HVHZ Frallistant Pnewiftime E Evaluation Report from she =!T Prut 1, Mum Outside HVMZ Resid.ot P_ Thatch sarep; Impact 1 20 Gage Gailvainized Steel Storm PanebMVHZ Comastied Galvanized Steel Storm Panels retained =3112022 Yes Yes Yes NIA a Florida Registered A4 TRI�Duift D.*-Ai, DA-4 Lca, PrOfi, Polypropylene Plastic, Roof Vank 1211OM25 No Y. No Q?.5WZ 17 solarty NO - SON, Shake tarrip; son shake FlittProffle-StocktivitCA 12131,2020 No Yes WA MIA or not try credits; to provide hurricane protection, Architect or 2 Licensed Mechanically Aftealled to Pbwwd Dock, 1: I Saunary SM - 6.1a, Shake Aadcp� SON Shake 8%x.y700 Shako Sv&-p: SON Shake Fiat Prefil. - Risk., CA IV31=2(I Flat Gloetton, CA 12/31=0 NO Yes N. Yes MIA N/A WA MIA 2 24 Gage Galvanized Steel Storm Pan@lwNHVFiZ Corrugated Galvanized teel Storm Panels retained IM112022 No Yes yes NIA Florida Professional Prffla, Koo Yes MIA or not by awks to provIcle hurricane protection, =:3 Engineer ZD 7r sw= - Shake. am. A..P; soft wake T as, . I IM raftlem. Fiat - Marc' GA i 2131 Q020 High PFIAI. - K.ty'TX 121311202 No Yes MIA MIA MIA FL#629)-R;31 Products 29 mile Rss - Katy. 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No WA WA 1�� iii IN soon= 2 Polyglass RoctfUncherlayments (non-HVHZ) Polygim to$ underlayments, for use In 12f23= No Yes NIA +N/A1-M,5 Entribe 29A Diu Data pop" 20 Endly or caepm4nd Ru L-NIY go call, Piedina of FaC nmn­HVHiZ jurisdictions. Two, version Manufacturer contaot Eviiiiinear & 1.1"Orse Validated Validated gVbmtftd FRICAppim"I Approved status voind., misilialialogir BW,- A License Validated! Or Validated &,bftM F5C Agesionod A -viol am Correct Eratiftoord,lJoesse Validated 13V wmidm FBC Alsonstroll A,-y,d Polyglass Roof Underlayments; (HVHZ) Pollyglass roof underloymerits for use In FS0 12f2X= yes No NIA WA Retision 20M All Amenicam Shutlens and Gla,� Mike Barbieri Frank L. Bennardo. RE Troy Bishop, P.E. IGM020 loll 5= 11 105= =5=0 Approved Rision 2020 Alploo Stuart I.*. ICC Evaluation Sarvicti, LLC Willam M. period, PE iffli/2020 106122)2020 1 11,05=0 IW5W20 Approved Roviskini 2D20 cmwwdlad Concert, Productskind. Robon Gills Gomel A. Ownborg John Hoy 12111IM20 12ASM20 120=20 doct FBC Amr, HVHZjjFoad'd0o`5L C~ry, Shutters (W) 7124;SU PE-0046549 (954) S47-OBW Calaqw. structural Corpontors, (321)710�3377 (4071681-1917 Cabigiarr. arnictural Cornporrents (61 S) 059�3707 PE-34245 (352) 98-5311 2 Polyglass Rod Underlayments (non41VKZl Polyglass rvof underloM ent, for use in 1=1=3 No Yes NA -WAI-M.6 subcatistisely: Stanin Pamets kabaflarnaefloanshufte 31taCt.gont; True. Plot. Sub0allagoor. Products Introduced as a Result at prersaftiorway5hoo-com FBC mon­HVI4Z jurieftlicliaris, CompliaroeMethoc: EvolustimlRelocalimma Florida Registered Florida rs,ccm Caropflance, Method EyWutim Report *= a Product evvionfloar Err* N-TftbndM Architect or a Licerneed compliance, M4thCA: Eveftustron ROW from . aProfessional Engineer saimtozbolua Florida RtildedAmliftea-ior. 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PA 1.2� - ---L-- - I 1 1, -, 'I I I 1 11 if I I I I I I I - - ____ - - Simpson Strong -Tie 2020 F13C Approved Products Updated 12rJ012020 For direct Inks to all SST approvals listed below, For additional information regarding Florldosstatowide Prockict Approval system an d Marni-Dade County Notice of Acceptance (NOA),_CUCK HER FL#235,ffl,R7 0 Product Description Jg2a Product Model, Number or Name 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#SN9-R$ ft" Product PfroductDoscriation I Sol 01 12OBS Outdoor Accents Connector Screw 2 S09112. SD9212, S010112, SD10212 Stirong-Drive SID Connector Screw 3 SD9112SS, SD9212SS Strorg-DWO So Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF2210114, Strong -Drive SDCP TrmbermCF Screw SDCF221134, SDCF221334. SDCF2719W, SDCF272358 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22&58. SDCP22912. Strong -Drive SDCP T"ber-CP Screw SDCP2211 00, SDCP221134, SOO P27140D 6 SDHR27400, SOHR27614, SDHR31400, SOHR31614 Sirong-Drive SDHR Combo+llead Screw 7 SDS25112: SDS25134, SDS25200, SDS25212, SDS25300� SDS25312, SOS25412: Strong -Drive SOS Heavy -Duty Connector Screw SDS255OO. SDS25500, SDS258M 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS253OOSS. SDS25312SS Strong-13finie SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-Drve SDWF Floor -to -Floor Screw FLX10007-RB SW Product Model, Number or Name Product Description 1 ATR318, ATR1fZ ATR518� ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUDO, ATUDS-2, ATUD9-3, ATUD1 4. ATUDI 4-2 Aluminum Take -Up Device 3 BP318-2, BPI/2, BP1/2-3, BP5/&2, BPCqB--3, SP314, BM/4-3, BPRTUD3-4 Bearing Plates 4 CNW316, CNW112, CNW5/8, CW#T4, C"5ffi-112, CNW314-SM Coupler Nuts 5 CTUD65, CTUDS6, CTUOGO. CTUD76, CTUD76, CTUD77, CTUD67, CTUD88. CTUD97, Coupling Take -Up Device CTUD@8, CTUD99 6 N3. W, N5, NO Heavy Hex Nuts 7 RTUD3. RTU03B, RTUD4, RTUD48: RTUD5, RTUD6, RTUD7, RTUD8 Ratchisting Take-U p Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 7ake-Up Washer 10 URS3 318" Uplift Rod Run Tiodown System I I URS4 1/2" Uplift Rod Run Tiedorwri System 12 URS5 518" Uplift Rod Run Tieclown System 13 URSO 314" Uplift Rod Run Tioclown System FL#10441-RG -dafi Product Model, NUM ber or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC1=2 Hold-down 3 HDO8, HHDO11, HHDO14 Ho"om 4 IHDUZ HOU4, HDL15: HOU8, HDL111. HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor a LSTHDS, LSTHD8RJ Strap -style hold-doAm 7 MASA,MASAP Foundation anchor strap a MPAI32, MPAI" Strap -style purlm anchor 9 PA18, PA23, PA2t PA35, PA51, PA88 Strap -style purfin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 11 STHDIO, STHDIGRJ Strap-artyle hold-down 12 STHD1 4. STHD1 4RJ1 Strop -style hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated 12r30M20 For direct Inks to at[ SaTapprovals Isted below, CLICK HER ---I For additional Wormation regarding Florida's Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA), CLfCK HERE 21 LB series hangers Top flange hangers available in width of 1 -91le" and heights ranging from 6-V8" to 1 22 LBAZ series hangers Top flange hangars available in width of 1 -9/1 6"and heights ranging from 9-3fl S�'to 13-118". 25 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-1 r2'. 24 MEGS, MEG7 series hangers Top flange hangers available in widthis ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/2'. 25 MIT series hangers Top flange hangars available in widths ranging from 1-9/18" to 5- 118" and heights ranging from 9-11,Vto 24'. 26 PF, PIPS, PFDB, PFDSB series hangers Top flange hangers available in vAdth of 1-9/IV'and heights ranging from 3-518" tc, 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I -9111Y'to 7- IJ8" and heights ranging 9-1/4'to 37. FL#1 0960-R5 JW Product Model. Nurn bar or Name I ARA44, A&A44R, ABA48, ABA46R, ABA86. ABAWR 2 ABU44, ABU441R, ABU46� ABU46R, ABU5.5, ABUM, ABU65, ABU66, ABU66R, ABU88, ABUSSR, ABUIOIC, ABUIOIOR, ABU1212, ABU1212R 3 ABW44Z, ASW44RZ. ABW46Z. ABW46RZ, ABW66Z, ABW6SRZ, ABW7-7 4 A04, A04R, ACE4, ACO, ACOR, ACE$ 6 BC4, BC46. BC4R, BC6, BC6R, BCS, BCS2-2/4, BCS2-31e 6 C844, C646, CW CB68, C888 7 CBSQ44-SDS2, CBSQ46-SDS2, CBS066-$DS2. CBSQ8O-SOS2, CBSQ88-SDS2 8 CC, 50C, ECCU Series 9 COO-SDS2.5, ECM-SDS2.5 Series 10 CPT44Z, CPT6eZ. CPTS8Z 11 EP544& EPB44, EPB46, EPB6e 12 EPW 13 LCB44, LCB66 14 LPC4Z,LPCOZ is MPEW, MPBW, MPB88Z 18 PB44, PB44R, PB46, PBO6, PBOOR 17 PBS"A, PBS-487 PBS65 is PBV6,PBVIQ 19 PC44-1 8: PC46-11 8, PC48-1 6: PC84-1 6, PC6S­ 16: EPC44-1 6, EPC46-1 0, EPC48-1 5, EP084-16, EPCSS-18 21) PC4Z, PC4R7, POW, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCEZ, EPOOIRZ, EPCaZ, EPCHRZ 21 PPB"-4Z. PPB"-aZ 22 RPBZ FL#100616�gfi A2LI i FJA, FSA 2 FRFP 3 GH4". GIH46-8, GH48-6, 131,14", 01-1410-6. GH41". 01-166-6. GHW8, GH68-6, GHI38- 8, GH61 U, GH610-8 4 GLE115A, GLS5B, GLB5C, GLBSD. GI-87A, GLB7B, GLB7C, GLB7D 5 GL9T61 2, GBLTS12, GL8TS16. GBLTel6, GLM20, GBLTS20 6 HGLBA. HGLBB. HGLBC, HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFPlO-SDS3 9 URFP Product Dissertation Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Palled column caps with W1 ranging from 3-114" to 9.1 t2" and W2 ranging ftfn 3-5/8" to 7-11Z' Screwed column caps with WI ranging from 3.114!'to 9-1/7'and W2 ranging from 3-5/8" to 7.1 Y2" Concealed Post Tie Bass Embedded Post Bass Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Postcap Post Cap Post Base Retrofit Post Bass Product Dewrilotion Foundation Anchor Flat Reholi Foundation Plate Girder Hanger Glulam Bearing Plate GIuIRm Bearing Plate Heavy Glularn Bearing Plate Heavy Girder Tiodown Universe I Foundation Plate Universe I Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12fJOrA20 For direct InX$ to all SST approvals [$led below, For additional Information regarding Florldn's Statewide Product Approved System and M011114DOde County Notice of Acceptance (140A), CWCK HER FL11110446-111(i bag Product Model, Number or Name Product Description 1 A21. A23. A33, A34, A36, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVA6 Outdoor Accerft Angles 3 APB". APB44R, APVBOS, APBSOR, APB88, APB85R, APBl 01 O� AP81 01 OR, APVB44, Outdoor Accents Post Bases APVB44R. APVB86 APVBMR, APV1388, APVB88R, APVB1010, APVB101 OR 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, AFYVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDMR-8 5 APHH413, APHH46R, APHIH610, APHH61OR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, APT6, APVL4, APVLS, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurnin Ties 7 APLH24. APLH24R, APLH20, APl_H2eR, APLH210, APLH21OR Outdoor Accents Light Hangers a BVLZ Bnck Veneer Ledger Connector 9 CBT2Z: CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z, CJT5Z. CJT8Z Concealed Joist Tea 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4. FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI. GA2 Vusset Angles 16 H2A, H2_5T, H8, HIOA-2, H10S, H14, HGA10 HurricanoTies 17 HCJTZ Heavy Concealed Jost Tie 16 HH4, HH6 Header Hangers 19 KI3SlZ Knee -Brace Stabilizer 20 L30,L50,L7Q,L9O Angles 21 LCE4 Post Cap 22 LS3O,LS5O,LS70,LS9O Sliewatille Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ. LSSJ2QRZ, LSSU28LZ, LSSJ28RZ LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 77 ML23Z, ML24Z, ML252, ML2aZ, ML2107 Angles 28 MMH8 Root Tie -Dawn 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMUJ28, MMLU28-2. MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Root Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, DTC. HTC4 TrussClips 35 TJC37F TJC57 Truss Jack Clips 36 22,Z4,Z44 Panel Stiffener Chips FLI11110447-1`15 Seq * Product Model, Number or Name 1 AHEP 2 DSC2R_SDS3T DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 C38C 4 HCP1.81, HCPZ HCP4 5 HHRC2-2. HHRC42, HHRC42-2. HHRC4/1.81, HHRC", HHRC5.2513.25. HHRCS.37ri.lz HHRC66 e HRC1.81, HR= 7 LRU26, LRU28. LRU210, LRU212 8 LSU23. LSSU28, LSSU210 9 TBE4, TBEO 10 TC24. TC26, TC28 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, TRA41 8, THAC418, THA422, THAC422: THA426. THA422-2, THA426­2 12 THAI 1.81f22, THAl2.061`22, THAl2,1122, THA1222, THA1322, THAJ3522, THA1422 13 THAL422, THAR422 14 THJA26. LTHJA2$, ILTHMA 15 THJM2."DS3, THJM2-5-SOS3. THJU28, THJU28-W 10 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR M=3011 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rMMO For direct Inks to sit SST approvals listed below, I For additional information regarding Florlde's Statewide Product Approval system an d milurn-Dade County Notice or Acceptance (NOA), CUICK mim. FL#10456,R5 &NJ Product Model. Number or Name Product Description 1 13T, BTB. STH Brick Ties 2 CMS712. CMST14, CMSrCI6 Coiled Straps 3 CS14, CSIO. CS18� CS20, C522 Coiled Straps 4 CSHIPIS, CSHP20 COW Straps 5 CTS218 Compressionfrenson Strap e I)SP, SSP, Tap Stud to Plate tie 7 HI, HICA, H2,5A. H3. HO. H7Z, HIS, H16S. H15-2, H16-2S HurricansTiss 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiodown 9 HS24 HurricaneTis 10 HSS2-SDSI,5, HSS2-2-SDS3. HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2: HST3, HST5, HST6 Straight Straps 12 HTS16. KrS20. HTS24. HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI 6KTZ, HTS020KTZ HeovyTvAstStrap 14 LFTA Lo ht Floor Tie Anchor 15 LSTA9, ILSTA12, LSTA16, LSTAI8, LSTA21, LSTA24, LSTASO, LSTA36 Straight Straps 16 LST149, LST173 Straight Straps 17 LTB20, LTB40 Bridging IS LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium Girder Tieclown 20 MST27, MST37, MST48. MSTSO, MS772 Straight Straps 21 MSTA9, MSTA12, MSTA16: IMSTAIS, MSTA211, MSTA24, MSTA30, MSTA36, mSTA4R Straight Straps 22 MSTC28� MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48133, MSTC6883 Pre -Bent Straps 24 MSTI20, MST13e, MSTI48, MSTIOO, MST172 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2xlO-12, NCA202-12, NCA2x8-16, NCA2KIO-10, NCA2x12-IS Bridging 27 RCWE]12, RCWa14 Wall Bracing 26 RPSIS. RPS22. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2, SP4� SP6, SP8 Stud Plato T is 31 SPH4, SPHO, SPH8 Heavy Mid Plate Tie 32 SS1.5. SS2.5. SS3, SS4.5 Stud Shoo 33 ST9, ST1 2, ST1 8. ST22, ST292, ST2122, ST2115. ST2215, ST82115, ST15224, ST6236 StralghtStraps 34 TB20, T827, T1330; TB36, TB42, TB48. TBS4, T856, TBOO Tension Bridging 35 TWBIO, TWBI2, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch G irder Tieclown 37 W13106, WBIDOC, W6128, WB1126C, WB143C Wall Bracing =31. 3 Rp Product Description 1 CBH2.37x5.5, 0811-12.370.83, C13H2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTIF series hangers Drag StrutConnectors, Gable Brace ConnectDr Hip Corner Plate 3 HGU3.63.SDS, HGU5.25-SDS, HGU5.50-SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25. Heavy Hip to Ridge Connectors SOS, HGU9.0O-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50.SDS, HHGU5,62.SDS, HHGU700­SDS. HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.0"DS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS40, HHUS48, HHUS410, HHUS5_5W10, TrussClip HHUST25110 Adjustable Tniss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers AdjustobleTruss HarigerSizedfor Waists Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210. HTU26-2, HTU28-2, HRU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.8119-SDS, HU00i.81/11-SDS, HUCQ210-2-SOS. HUCO210-3-SDS, HUC0310- SDS, HU00410-SDS, HUCQ412-SDS. HUCQ5.2M-SOA HUCQ5.25/11-SDS, HUCO610- SOS, HUCQe12-SDS Simpson Strong -Tie 2020 F13C Approved Products Updated 1213WMO Far cited Inks to all SST approvals listed below, CLICK HER For additiorral Wormetion regarding Floridas Stalowide Product Approval System and Martv-Dad* County Notice of Acceptance INCA), ACMAH. FL*1146a-R$ JW Product Model, Number or Name Product Description 1 HHUS210-3. HHUS21D4 Joist Hanger 2 HRS6. HRS8, HR812 Strap Ties 3 HUrQ210-2-SOS, HUCO210-3-SDS, HUCQ31MDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3. THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SOS4.5, THGQ42-SDS3, THGOH3-SDS4.5, THGQH4-SDS8 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger FL$M 1473-R5 &MI Product Mods], Number or Name Product Description 1 DE-TAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 Hlfl, HISS. H16-2. H16-2S HurricaneTie 4 HETA112. HETAIO, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12. HETAL18, HETAL20 Embedded Truss Anchor 6 HGAM10, HMIQ Masonry retrofit connection; 7 HHETA16, HHETA20, HHETA24. HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SOS2.5, LGT4.SDS3 GirderTiodown 9 LTA2 Lateral Truss Anchor 10 META12. META16, META18. META20, META24, META40 Embedded Truss Anchor 11 MSTAM24. MSTAM30, MSTCM40, MSTCM80 Strap Tie for Mawnry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twat Strap for Masonry FL#li49G-RS JaX Productlifibliel. Nurn bar or Name Product Doscirlation I OTTIZ Dock Tension Tie 2 HD12, HDI9 Baked Holdoms 3 HD313, HD56, HD7B, HD9S Baited Holdowns 4 HTT4, HTTS, H775-3/4 Tension Ties 5 LTT19, LTT2OB, LTT131 Light Tension Ties FLNIU'29-R5 Ad" ProductlDescriation 1 SB5/Sx24, SB718x24, SBlx30 SIB Anchor Bolts. 2 SSTB1 6, SST820, SSTB24, SST828. SST834. SSTB36, SSTBI OL, SSTB2DL, SSTB24L, SSTS Anchor Bob SSTB28L FI-0113872-1114 Sag 9 Product Model. Number or Name I CMST12. CMST14, CMSTC16, CS14, CS16, CS18, CS20, CS22 2 HIRS131 HRS8. HRS12, FHAS, FHAQ, FHAl2, FHA18, FHA24. FHA30, MS7128. MST138, MSTI48, MSTI60, MSTI72, SfYIST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA38, LST140, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA211, MSTA24 5 LSTAS, LSTA12, LSTAI5, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 6 LSUSH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS2O 9 MSTASO. MSTAX ST62116, ST6224, STS, STIZ ST18, ST22, MSTC28, MSTC4Q MSTC52 10 MSTC86, MSTC78, ST8238 11 MTS12, MTSIO, WrSI8: MTS-20, MTS30, MTS24C, MT830C 12 W.56, SIB1.81, SM.06, SIB2.37, SiB2,50, S182,88. SIB3.12. SSW.58, SIB3.62. SIB4.06, SM4.12, M4,28, SIB4.75, S85.50 13 Sill SIBA2,1211 0, SIBA2.121`1 2, SIBA2.12114, S(BA4.1818, S8A4.1 811 O� SIBA4.18112, StBA4.15114 14 S/HlA 15 SIHDSS, SIHO813, SIHDIOS� StHO108. SfHDISS, SM015B 16 SfHDU14, SfHDU6, S/HDU9, S1HDUIl 17 S/JCT, S(HJCT Product Oescription Coiled Straps Straps 97 mil (12 g a) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mll (14 go) Medium TwistStraps Top Flange Joist Hangers Top Flange Joist Hangers HurricanoTie Holdowns Holdowns Joist Hangers PlOduelt Dell0rhition Concealed hangers Face -mount DU, DHU) and top-lange (DHUTF) hangers available in widths ranging from 1 -9/16'to 3-VI S" and heights ranging from Q-liS" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from l-_1V8'to 7. M" and heights ranging from 5-5/18" to 12-70', Face -mount hangers Face -mount hangers Skewed face -mount hangers available in wWths ranging from 3- 1/8" to 6-lff' arid heights ranging from 4-V4" to 15-3/4!'. Concealed flange version (HSURC, HSULC) avaiLablee for all double 2)(and 4X models; only acute flange 0 concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 1/2" and heights ranging from 2-76'to 10-114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face-mourit hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12rwmo For direct Inks to all 8ST approvals Isted below, CLICK HER --------- Z For additional information regarding Florders Statewide Product Approval SyAsm and Marrii-Dede County Notice of-Acpaplance (NOA). iway4. IS BILBV1.56, SILBVI.81, SILBV2.06, SUV2,37. SABV2,56, S&BV2.60. SILBV3,12, Top Flange Joist Hangers SfLBV3.56, SILBV3.62- StLBV4.06. S/LBV4.12, S&BV4.28, SILBV4.75. S/LBV5SO 19 SILTT20, S/DTT2Z, SAM1 4, HTT4, HTT5 Holdowns 20 S/MST60, SMT72 Straps 118 mil (10 ga) 21 SP4, SPO Stud %to T *a 22 SSP. DSP, TSP Stud Plabs Ties 25 STC. DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLS13W4-RS 1 CCOM.82-SDSHOG, CCQM4-82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTOM4,82-SOSG: =QMS.50-SDSG, CCCON13.82-SOSG; COCOM4.62-SDSG, CCCQM5.60_SOSG 2 E-CCLOM3.62G-KT, ECCLOM4.62G.KT. ECCLOM5.50G-KT. ECCLLQMD3.62G-KT. ECCLLQMD4.S2G-KT, ECCLLQMD6.6OG-KT, ECCLRQME)3.62G-KT. ECCLROMD4.em- KT, ECCLRQM05 50G-KT 3 HGUV6.25, HGUM5.50, HGUM7,00, HGUW,25. HC3UM9.00 4 LGUM26.2, LGUM26-3, LGUM2154, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210-2. LGUM210-3, LGUM2110-4, LGUM46, ILGUM48, LGUM410 5 MSHA3-12)9.25, MBHA3.12flI.25. MBHA3.56f7.25, MBHA3.56/9.25, MSHA356/11.25, MSHA3,66/11.88, MBHA3,56114, MBHA3,56116, MBHA3.5SMS, M13114A5.61[VT25, M13HA5.50/9.25, MBHA5.50111.25, MBHAS-Wll,88, MBHA5.5Gf14, IvtBHA5.5Df1O. MSHA5.50118 6 MEHU3.56ig.25, IMEHU3.56111.25, MBHU3.58111.88, MSHU3.56114, MBHUS.60116, MBHU3.5d(18, MBHU5.5019.25, MBHlJ5.WI1.25, MBHU5-50/11.88. MBHU5.GG/14, MSHU5,50110, MSHU5.50/18 FL#1 3975-RO Seg # Product Model, Numberar Name 1 SDW223010, SDW2233B, SOW2243B, SOW22458, SOW22WO. SDW22600, SOW22638. SOW22834 2 SOW015450. SOWCISSOO 3 SDWH19300DE� SOWH19400DB. SOWH196WDB, SDWHIIgOOODR SDWHI9100ODB 4 SDWH 27400G. SOWH275DOG. SOWH27BODG, SDWH27l ODDG, SDWH2712DOG 5 SDWS16212. SDWS16300, SDWSIO312, SDWS1 6400 a SOM19800,,SDWS1971Z SMNG22400,SDWS225OO,SDWS225l2, SDWS220M� SDWS22800, SOWS22900, SDM221 000, SOWS221 100, SOWS221200. SDWS221500 7 SDW=30ODS. SOWS224COD8, SDWS2250ODB_ SDWSZ2aGDDS, SOWS228001313, SDWS2210000B 8 SDVVS22312DBB, SOWS22512DBB 9 SDVVS273COSS. SDWS274OOSS. SDWS275OOSS, SDWS27OOOSS, SDWS2780DSS, SDWS2710OOSS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Descriabon MasonryPierCaps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong-DFive SDWC TRUSS Screw Strong -Drive SOWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX H DG Screw Strong-13me SDWS FRAMING Screw Strong-Orive SOWS TIMBER Screw (interior Grade) Strong -Drive SDWS TIMBER Screw iExteriDr G race) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL*I&M3-R3 31111111.1 Proditalt Model, NUM ber or Nalli Product Dow rhollon I AS 18, AS 1 SS5, AS I 8S6 18 ga. Truss Plates 2 AS 2OHS 2D gw High Strength Truss Plate 3 AS-20 20 g& Truss Plate 4 ASHP Hinge Plate Connector 1711_41 5730-114 12" Product Description I EET-HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75. GW-100, GTH Ga"duated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG. PSVL3, PSVL3-K PCLDPA, PECLOPA. PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12rO2O2O For direct Inks to all SST appirovals Rated below, F. additional information regarding Florida's arilewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA). C1JQK HER 11 HUS, HUSC series hangers Face -mount hangers available In Wdths ranging from 1-5/e to 3. 9/16" and heights ranging from 4-5?l V'to 11 ". Concealed flange version (H USC) available for models hav Ing width equal to or greater than 3-9116". 12 IUS series hangers Face -mount hangers available in vvidths ranging from 1-7t8"to 3. 5/8" and heights ranging from 9.114!* to 16'. 13 LOU3.25-SDS, LOU3.63-SDS, LGUS.25-SOS Face -mount hangers 14 U.124. LU25, LU28, LU210 Face -mount hangers 15 WCM, LUC21OZ Face -mount hangers 10 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- N" and heights ranging from T'lic 10-15119'. 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.S2-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face-mourit hangers available in Wdths ranging from 1-9/IV'tD 5. 118" and heights ranging from e-15116' to 19-1Z. 19 MUS26, MUS28 Face -mount hangers 2D SUR. SUL, SURC, SULC series hangers Skewed face-rnourrt hangers available in vvidthis ranging harm 1 - 9118" to 3-gliff'and heights ranging from 3-1/1 9'tD 13-T4". Concealed flange version (SURC, SULq available for all double 2X and 4X models; on I/ acute flange is concealed. 21 U series hangers Face -mount hangers evoilable, in widths ranging from 1-9116'to Wand heights ranging from 2-50to 11 .114" FLXI 0697-RS JQ"J Prod uct Model, N u rin ber or Name Product Description I BA sari" hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 118" and heights ranging from 7-118'to 37'. 2 DGBF son" hangers Top flange hangers available in widthe ranging from 3-518!'Io 7- 118" and heights ranging from 9-11W'to 241"� 3 DGIF sense hangers Top flange hangers available In widthe ranging from 1 -1 rz'to 3- 5/8" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 518" and heights ranging from 9-114!'to 24*. 5 E05, EG7, EG9 series hangers Top flange hangers evallable in widths ranging from 5-1/4" to 13- 718" and heights ranging from 11 " to 32-lrZ'. 6 EGO series hangers Top flange hangers available in welths ranging from 3-618" to 7- 114" and heights ranging from I I AIN'tc, 32'. 7 GILS series hangers Saddle hangers available inAAdths ranging from 3-114!'to 13-7/8" and heights ranging from 8-1/2" to 29'- 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 hVito 7- 1/8" and heights ranging from 11" to 37'. 9 HIS series hangers Top flange then gets availab Is in widths ranging from 1 -9116" to 7- 1/2" and heights ranging from 8" to TY' 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114!'to 8-7/6' and heights ranging from 10-1 tZ'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4"to 5- 718" and heights ranging from 7-1 124a 32', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114'* to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5flff'to 3- 9/16" and heights ranging from lWito 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-9116'and heights ranging from 5-3/8" to 113.11W, 15 HUTF, HUCTIF series hangers Top flange hangers available in widths ranging from 1 -9116'to 5- 1/2" and heights ranging from 3-71IS"to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from I -Wlir'to 7- 1/8" and heights ranging from 5-3/Wto 26'. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/1 6'to 7- 1/2" and heights ranging from 5-3/&'to 37'. 11 6 ITS series hangers Top flange hangers available in Wdths ranging from 1-9/16'to 3- SM" and heights ranging from 9-1Wto le' 19 Ja series hangers Top flange hangers available in width of 1-9116'and heights ranging from 5-3/8"to 7.114", 20 JBA series hangers Top flange hangers available in width of 1-06'and heights ranging from 9-3d Y'to 13-118". Simpson Strong-Tie2O2O FBC Approved Products Updated 12rWM20 For direct Inks to all SST approvals Ned below, CLICK HERE For additional information regarding Floride's Statewide Product Approval System and Mairn-Dade County Notice of Acceptance III CLICKHERE. 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (STI3Z ST624SS, STB2-6SS) Strong-13oft 2 Wedge Anchor for concrete available in carbon swat and Types 304 and 316 stainless swat 7 Titan HD (THO-H. THD-HMG, THD-HAISS, THD-HeSS, THD-CS, THD.CS8SS) Then HO Heavy Duty Scrow, Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 TUn HD Rod Coupler (Tl4D37634RC, THD50934RC) Than HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37155RH. TH037212RH, Tilan HO Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All CNA) Wedge -All Anchor for masonry FL*16230-R9 AlIall Modal- N.-Irair or bilm 1 AT-XP 2 ET -HIP 3 SET-XP 4 Strong-Balt 2 (ST132) 5 TlIen 2 (ITN2) 6 Titan HD (THD­H4SS. THD­HSSS, THD-CSOW 7 Titan Turbo (TNT) FL#1 6937-R3 agd&§ PrOdUCt Model, NuMber or Name 1 )049101 "K X1 Sl 016, X1 Sl 01 84K XQ I Sl 01 S. XQI BI 01 84K 2 XLQI 1 4TI 224, XLQ I 1481224-2K 3 XM01 14SI224, XM01 1491224-2K 4 XQl 14SI 224, XQl 1481224-2-SK XI 14$1224. X011 2SI224, X01 12B1224-2K 6 XU34SIOIS, XU34B10I5-5K 171-41135320wRO 1919 1 DSSCB43,5: DSSSCB34O, DS M, DSHS 2 FCS43.5, FCM.5. FCB47,5� FCB49.5, FCB411.5 3 FPHSD34SlCl8, FPHSD34BID18, FPHSD34B1DI5-5K, FPHSD3481214, FPHSD34Bi2l4, FPHSD34BI214-5K 4 LSFC2.25, LSFC4.25, LSFC6-25, SFC2.25, SFC4.25, SFC6,25 5 LSSC4.25, LSSC8.25. SSC2.25, SSC4.25. SSC6.25: MSSC2_25, MSSC4.25, MSS06,25, MSSC4.2SKW. MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S 7 S0843 S. SCS45.5, S0647.5, SCS49,5, S05411.5, MSCS45-5, MSC647.5 8 SCS32-5/97. SCS62-6/97, SCS62-51118, SCS82-6/118 9 SCW3.25. SCW5.5 10 SJCB.25. SJC10.25, MSJC8.25� MSJCIO.25 11 SSS3,518 12 XLSH34BI 414, XLSHT8Bl 414 13 XQl SI 016. XQ 113101 6-4K, XQI SI 214: XQ 181214-3. SK, XQ78131 224, XQ7861224-3K, XQI 14 SI 224, XQl I 4B1 224.2 5K XQ 1 12SI 224, XQ 1 12B1 224-2K, )(3461018-SK, X1 S1 010, Xl BI 01 O­4K Xl SI 214, X1 BI 214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad hesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Bott 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 or 316 stainless $Let with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description 410-16 Stiong-DriveX Metal Saff-Drilling, Tapping Saaws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Sol -Drilling, Tapping Screws with #5 Drill Point and Large Dia motor Hex Washer Head #12-24 Strong -Drive XM Modium-Head Metal Self -Drilling, Tapping Screws vilth #5 Drill Point and Medium Diameter Hex 012-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point 010-16 Strong -Drive XIJ Metal Self -Drilling, Tapping Screws we #1 Drill Point Product D"cirkition Bypass Frain ing Drift Strut Connector Bypass Framing Fixed -Clip Coritift-tor #10-16 and #12-14 Strang-Drrve FPHSD Framing-to-CIFS, Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Conneators Rigid Knee Wall Connactor Bypass Framing Slide -Clip Connector Bypass Framing Con nectar Heacl.arf-�Abll Slklo-Clip Connector Steel Joist Connectors Bypass Framing Slicle-aip Strut Connector #14-14 Strong-Ddve XLSH Shouldered Set -Drilling, Tapping Screws #10-18: 412-14: and #12-24 Strong-Orive X Metal Self -Drilling, Tapping Screws C_ C/) -0 -Cu > C D (D (L) 0_ CL 0 0 " C= CU -0 CL (D C:) Co 0 0-0-0 CU C/) 0 = I- 0�. C= = �9 a) ICU = 0 - -0 -6--f CU U_ kf.- 0 CIO > Cn .- Cn -0 a) Cn E I- CU "0 C_ CU .0 40 = . - .4- U) CIO 0 C2 M as cu, CP co (D ICU 0 L_ CL 0- 0 L_ CL ICU F- L_ ICU W C 2 C= < Z Z _J M 10 SHEET NO. PA 1.3, I — —, , , ­ -1 � � I III I I — I-- __L_ I A— MIAMW J&L%3a4)AWC0UWff mom, IMODUCTCONMOLUCMW 113D5 SW26 Sk* Room 208 B"ARTUXNTCFR-EGUIATORTA"ZCOKONUCRESQUAMPMR) Mann, Flmift 33175-2474 SQUMANDOWEADIUN33TSATMNDMSWW T (786) 315-25M F Cl" 315-:15" NOTICE OF ACCEPrA.NCE (3N0A) wwwmifflmmadajw��T PGThidusuies'Lec. 1070 Techuder Drive, North Vesdc#, FL 34275 SCOPE: TkuNOA is beingissued under theapplicablerules andregalatives governingthe use of documentabousubmatedhas been revwwed and accepted by h6mmi-Dade CoudyRER product Conlrd Section to be =*4 m Xz=Dada Coualy and admuenwhat allowedbydie A&Azwly Hwmg Junmktm (AM. This.NOA shannotbevalid. afierthe exphi6on datestatedbelow-The Mami-Dade County Product Ccutrol Secton, (In Karni Dade Coady) anNorthe AM (in areaso2w 1han Miami Dade County) mserve the rightto have this product or maiedid bmftdfIorqu&Wz=x=epuqmes- Udiisprodad ormsterialfails to pedmain The accepted nonner,thenumhdumwiUincwtheexpenwofsu&testingandtheAlUmay isielyievoke, inodify, or suspend the. use of such pwduct or material withni *ewj=&ctwn. RERtesetviesihe vi*tto revokethis acceptance, if it -is deteamined byNiami-Dade CountyPioduct Coalrd Section that this psoduct ormatesial fails to meet the requirements ofthe appikablee bWdiW code - This product is approved as descsibedhemin aadhas..been designed to comply widi the Fk nida Building Code, mcluding die High Veloc� Hurrumne Zone. DESCRIMON: Series "55 7002 770" X-mvi Sliding GIs ss Dow (Winfarce* w*o 9V & 13t'� corners-L ML APPRQK4kL DOCUM0M. Dtawing No. MD-5570 A Rey R, &W -ViW Sliding Glass Door X0A 434', shmft 1 thriough 21 of 2 1, prieparedbymamstacanw. dated 10/05A 5and W revised on (001121, signed and scaled by A. LynnMAff, P.E., bea�&eMiLuki-DadeComtyftodadContrdRe-.itionstampwithtbLeNotice of Acceptawevandwandeqkafion dde by theMianii-Dade Ceounty Product Control Sectkw AftsslLE IwAcT RATLxG: Lary and sman N&sae i=pact Resima at Limitations: I - See table I (sheetD and table 2 (sbeetD forapplicableSG]) unit sbzs� desiga pmmwes, reinforcements"", gWs tyWs, sW rim (see tablesB-i & B-1 sheets 7-8) and ancliorlayout sheets requirements in. I I thru. 16. 2. Rigid White PVC, Tan (Non -white) Rigid FVC andBroym canted (Faimedorhtminated)wlide RWdFVC to be labeled pwnd&eaoed NOA'srequkemeaft- 3. Egress opembledommma oamplywillimin clearwuft orhei*tperFBC requavaient as apphcable- 4. Pocket walls under sepormapproval, to be revkivedbyBuildog official L.UIELING: Each unit shall beat a pennanent labetwith the sommfactuteesna orlogoII city, state andwries and following shriesneat "Mami-Dade County Fioduct Control ApproveV, noted hereni. RENEWAL of thisNOA sWbe consi4eredafter a renewid application has been fikdsvA there has beenno chan mlheapphed4ebud&*codenegattvelyagk-b*iheperfaman�eofdiisprodj& TER%MA110N ofthis N0AwM occur afteribeexpiration dateor if them has been a rewsimAr dump in. 1he materials, use, an4V"mamzBctmeofiheprodmorproces.hfisuwofdmNOAasanendmemestafanypm&ct, for ules. advertising or any odierpuqKoes" avloinsfic ally tennina* this NOA-FailumtD cou4Aywft any section-oftlusNOA shallbe cam lorieminationandrea"of'NO& ADN'ERTISENCEN'T. 11ze NOAsunim purededby the. words Mami­Mde Coady, Fknidaand followed by1he ezpmtwn.clatemy-bedL*ayedmadverbmglatmtwe IfanypostionoftiteNOAndisplayed, then it shall be done in its enkiw�. INSPECTIO' N: A copyofthis entire NOA sWbeprovided to the userbylbe manaftuduser or its &skftton and doll be avaitalyle fa inVection at *ejob We at the mp%t oftheBuilding Official. This NOA rerkes & reann NOA #20-0429.05 and consisft oftis page I and evidence pages E-1, E-2, E-3, E-4. E-5 & E4 as well. as approval domnivnit nunifioned abo%*- 71m vibmitted documatition. was reviewed by hhaq IL Cbendla, P.E. 4 '0 N A No- 11-0295M Expirsfi"Dxtei ApM14,2026 Approval DaftMarch MMM page I PGTIodushies.1ne. NOTICE OF ACCEPr-kNCE: ENIDENCESUB?JHM 2. Evidence Submitted under previous submittal .46 DRAWINGS 1. Drawing No. MD-5570.0 R#rB, titled 'Vmyl Sliding Glass Door NOA W', sbeets I througb 21 of 2 1, pzp2red by muRifticturer. dated 10,05/15 and lit revisedon 04=0, signed and seaked by A- Lynn Milla, RE B. TESTS L Test reports am 1) Air -Infiltration Tea, per FBC, TAS 202-94 2) Uniforin Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Large Musile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pnssuse Loadingper FBC. TAS 203-94 akmg wramazlod-W &nmp and installation dtagmm ofall. PGT hftshim Inc representative units listed below andtested toqualifyDowd 791 and Dowsfi 993 sfltcanes� prepared by Feneshation Testing LaboratoirT Inc., Test Reports No-: FTL-7997, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09103/14 FTL-20-2107.1, PGT SGD780 Alumininn Sliding Glass Door (unit 7 in propos4 YTL-20- 2107.2,PGTCA74OAhm Outswi"Cuement Urmdow (unit 8 inproposal) FIL-20- 210.7.3, PGTPW7620A Aluminum FixedUlindaw (unit 9 in proposal) and FrL-2"107.4. PGT PW7620A Alumimm Fixed Window (unit 10 in pmposal) dated 07/13120, all signed and sealed by Idalmis Ortega, P_E_ C. CALCULATIONS I Anchor veff=dw calrWations aid structural analym comply* with FBC 7& Edition (2020X dated M2120. prepared by manitwturer- signed and sealed'by AnflmyLy=Mlllcr� P.E. 2- Gbzing complies with ASTME13M-04,-0,42 and -16. D. QUALITY ASSURMNCE Mia�Dade Department of Regalatoty and Economic Resources (RU). E. MATERML CERTIFICATIONS 1. Notice of Acceptance No. 19-030.02 issued to Kuraray Anerica, Inc. for their "TrosifeW t1trackar, Clear, and Color PNB Glass Interbyeie expimg on 07/=4- 2. Notice of Acceptance No. 174)80&02 issued to Kuraray America, Inc. fortiv!ir "SentryGlasS (Ckar and White) Gbss Int"y on 1, expifing on 07M/73. 3- Notice of Acceptaiur No- 19-110&10 issued to Vision Extrusions Limited for flv�r lk-own Coated Rtinted or Laminated),%ke Rigid PVC Exterior ExMisions for Windows and Doers7, ex;*iqg an 09/30124. 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-­Wbire) Rigid Cellular PVC Exterier Examsions for Windows and Doors7, expiring on 1202W2 1. 1 ��7 � Z 1&*qL C%asdx, PX. Product Control unit sn"rrisor NOA Nw. 21-8109.03 APO 14,2026 Approval Daw. Marth US, 2821 E 4 PGT Industries, lar. NOTICE OF ACCMANCE: EN711DIENCIE SUBMIrTED 1. Evidence submitted under previousNOA A. DRAWINGS I - Manuftturees, die drawings and sections. (Snbw&ed underIVOAX& ]I_016Z 04) 2- DowingNo.NUD-5570.0,titkd"-Wui34MidftGL-=DoofNOAaW,shwtI through 21 of2l, pVared by manuflachm, dated 10105/15, with revision A dated OM/17, Aped and sealed by A- Lynn Mi1ler, P.E. B. TESTS L Testveposton 1) Uniform Static Air Fwaure Test, per FBC, TAS 202-44 2) Large Missile Impact Test Per FBC_ TAS 201-94 3) Cyclic 'Wind Pressure Loadingper FBC, TAS 203-94 along wilhmadmd-W dowmp arid inmallation, dugmat of=34 sliding glass door prepared by Fenestration Testing Ub, Inc, Test Report No- FTL 9717. dated 12A7115, signed and sealed by Idalmis Ortega, P_ E_ (rest repoct revised an 02/15/16 and 02124qd.) 2,. Testreporton 1) Air In0ration. Test,_per FBC, TAS 202-94 2) Unifam Static Air Pirssure Test, per FBC, TAS 202-94 3) Water Resistatice Tea, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cy�c& Wind Piessute Loading p& FBC, TAS 203-% 6) Faced Entry Test, per FBC, TAS 202-94 gong wi*=tdzd-up dawings and installation diagram afvmyl sliding glass door. pqwed by Fienestimbm Testing Lab, loc, Test Report No. FTL &546- dated I 1AW15, signed and scaled by Id2knis Ortega, R E_.(1est report revised on 01M4116 and 02M/2016) 3. Teo report on. 1) Air Lffiftation Test, per FBC, TAS202-94 2) Urifform Static Air Preauve Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Imp Missile hapact Test per FBC, TAS 201-94 5) Cyclic Wind Pmsme Loading per FBC, TAS 203-94 6) Faced Entry Test, per FBC, T&S 202-94 *og with madw&V dinvings ad in"hhoa dbgr;tm ofvur y4 sliding glass do" pTared byFaeshation. Tiesift Lab, Im, Ted Rqxi%tWo_FTL SM7, dated 12"15r agned and sealed by'ldaknis Ortega, P. E. (rest report mised on o2/15/m) 4, Test report m 1) Air-Infiltrafim Test, per FBC, TAS 202-04 2) Uniform Static Air Piessm Test, per FBC, TAS 202-94 3) Water Resimmee Test� per FBC, TAS 202-94 4) Lup Mole 1mp2d Ted perFBC, TAS 201-94 5) Cyclic Wind Piesme LoadizWper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 aiong withmked-W drawings, and installation diagram ofvmyl sliding gj= door.pmpared by Fenestratim Testing Lab- Inc . Test Report No. M &U8z dated IM15, signed and sealed by Idalmis Ortqpk P. E. (rest report revised on 01AW15 and 02111116)- Product Contral Unit Supenisor ExpiratioaDak- Aprill.4,2026 Approval 16te. Nfarclk 'A', 201 E 4 CGI Windows and Doors, Inc. NOTICE OFACCEPT&NCE: EVIDENICESUBN[ITTED E. MATERIAL CERTIFICATIONS (coRtinue) 5. Quanex Part EIM 52M.-Stmdard comphying with ASIM C518 lbcmzd Conductivity 0-891 BTU-W hr.-ftl-'F, ASIM F 1249 WM-Pass, ASTM D39:95 Oxygen-� ASIM E 2190 I.G_ Durability -No Fog -Pan. (SWbwiWd underprevkus NO.4 Ma. 15-0409 05) 6, Qum= Part Drars complying with ASTM C518. Thermal Conductivity 2-22 BUJ-W ht.-W-0F. ASIM F 1249 WVIX-Pass, ASIM D 1434 Argon PeimeancL-� ASIM,E 21V 1[.G_ , Dusaibility-No Fog, AS1M E 546 Dew Point Devebpmist -2(rF in 49 hrs (S'irbw*Vd under NOA No. 15-040P. 05). 7- Vision. E&nwm& Ltd. Parts complyM with PVC-AAMA 303-13 Voluitaty Specifiaffim for Rigid Pobjvinyl Chbicidc (PVC) Exterim Pmf iles for Vision Egrusioms., Ltd.-VEX-1 by AAMAF Exterior Pmf* Ctalf"300. PtOPM �Subws&d under NO 4 No. 15 0401" 9- Vision Extnisi=% Ltd. Pzft comp4dmg with PVC-AAM.A 303-13 (Sabj~ un4fer NO.4 No. 15-0400.05) 9- PVC-AAMA. 303-13, Vokintay Speeffication'for Rigid Potwinyl Cbkoide (PVC) Exterior Pmfiles for V-u&n ExImsians, Ltd.:­VEX-1 by AAMA Fmcstration. Exterior Proffle Certific;ation Program 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fmcstratim SobstiotiII USA, Inc. for their 'Tan 3040 Ar light shade (noti-wida-) Vvlw* Rigid PVC Exterior Extrusions for Wiltdows and DooW, expiring on 02/04t2l. 1L Notice of Acceptance No- 13-0122.02 issued to Energi Fenestratim Soliltion, USA, Inc; for thm -seines -White Rigid PVC Exteri" Extrusions for Windows aud.Doore, expiring on 02M3- 12- Notice of Acceptance No- 20-OM.03 issued to Energi Fenestration. Solutim USA, Ific- for their -Bronze & Hot shade cap coated While Rigid PVC Exterior Extrusions for Windows and Doors7, expaing on 04/16125. F. STATE31ENTS 1. Statanerit letter of cWomance to FBC 76 Edition (2020), dated 04,MO. issued by manufacturer, signed and scaled by Anthmy Lynn Miller. P_E_ 2. Statement letter of no financial interest and of independent, issued by manafactuver, dated OVI&20, qpwd and sealed by AnthonyLyzin Miller, PE_ 3. Private Labelaig Agreenient document between PG`T. dated 0313(VI5 and signed by all involi7ed pztim G. OTHERS 1 Miis NOArevises NOA# 17-0420.060WW/CGI) and updates toFBC2020(7&Ed1t1on.� a*ing 001121- 2- RERTest proposals #19-1155 dated 01110420 approved bylshaql- ChandikP.E.expking 04/14(21- 151taq L C&aadm4 FE. Proautt Cmtml Uak surmis" "N"GA No, 21-OM."83 Loirationl)are- Aprill.4,101.6 Approval Daft: Marck ms, ?021 1E -5 r Tel- 0 NOTICE OF ACCEPTANCE: EVEDENCE SUBMTTED B. TESTS (continued) 5. Test repcert on 1) Air Infiltr;fim Test, per FBC, TAS 202-94 2) Unifom Static Air Piess;t= Ted, per FBC. TAS 202-94 3) WaterResistance Test per FBC, TAS 202-94- 4) Larlp Missile Impad Test pc:rFBC, TAS 201-94 5) Cyclic Wind Pressme Loadingper FBC, TAS 203-94 6) Foxed EntryTest, per FBC, TAS .202-% along withmadod-W drawings and installation dagramof vinyl sliding glass docc pmpared by Famstration Testing I*, Inc, Test Report No FTL &U9, dated I L%1 5, signed and sealed by idahm Ortega, P. a (rest report wwd on i2ma s and o2ti vu) 6- Test rqxytt on 1) AN lufftration Test, per FBC, TAS 20244 2) Uniforin Static Air Pressure Test, M FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missk Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94 along WO 1112dwd-up &RWMP and insWlatwn dograin ofvmyl sliding glass door, piqwed by FenesMw Testing Lab, Inc, Test Report No FTL 9552, dated 12/O46q5, uped and sealed by Idalmis, Orteg;� P. E_ (rest report wAwd on 02/15f2016) 7 Test report on 1) Uniform Static Air Piessme TesL per FBC, TAS 202-94 2) Large Missile. Impact Test perFBC, TAS 201-94 3) Cyclic WindPremn Loadingper FBC, TAS 203-94 along with maked-W drawings, and installation diVam of vinyl sliding glass door pqwed by Fenestration. Testing Lab, Inc-, Test Rrport No FTL "38 (saw4des A-1 tbiru A-22), dated I I /19/10, si;gned and sealed by Jbrge A- C auso, P. E_ (Sabo i*,d an der NOA Ar& 11- 010704) 9 Test report on 1) Air Infiltration Test, per FBC, TAS 202-% 2) Uniffibim Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile InVact Test perFBC, TAS 201-94 5) Cychc Wind Pn%sare Loadingper FBC, TAS 203-94 6) Forced Entry Tea� per FBC, TAS 202-94 akeg,mth marked -pp drawings and instIllatm dopm of vwyl sliding glass door, prepmed by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 (umples; A- I thru A-5), dated 12/W/10, signed and scaled by Jorge A- Camo, P. E. (Submimd under A10A No. 11- 010709) C. CALCULATIONS L Anchor vee=dion calculatzm and, structural anabjsis, ooniplying with FBC-2014, pfrpaved by PGT, dated 1210911 5and last revised on 02115/16. sped and sealed by Antlion.yL Miller, PE. (Smb**W rm&0rN0A No. 15-12M.01)II 2. Glazing complies with ASTME-13W-0- hhaq I Quids. PJE. Product Cowd Vah SUP"Sor NOA No. 214205.63 Ei*radoa Date: Aprill.4,202f Approval Date: Marck 16, MI. E-2 PGT Indusirks6 hw. "t 10) _; us)- a j C. wit) a "lo-A at*lwhlu lim) 3. New ETkkwo Submitted A. DRAWINGS 1. Dmwqmg No MD-.WO.O Rev B, Med ­Vin34 Skling Glass Door NOA aW, sheds I through 21 of2l, . pqmed by maimfhcniser, dated 10/05/15 and htst revised on 02/01/21, sped and sealed by A- Lynn Miller, P.E. Note: 11m revision. consistsreplacement of same existing instatiation screw with.flat head- B. TESTS 1. None. C. CALCULATIONS L. Now- D. QUALITYASSURAINCE 1. MiamirDadc Department of Regulatory and Economic Resources (RM). E, MATERIAL CERTIFICATIONS. L Notice ofAcceptaime No. 1"305.02 issued toKuramy America. hic. fof their Trosidolt Ultraclear, Ckar, and Color PVB Glass IsterlIavers-, ingwing on 07M�24_ 2. Notice ofAcceptance No. 17-080&02 issued taKwaray Anwrica, Inc. for dicir "Senti-yChsf (Cleear and'%Wte) Glass Interlay*ri", a** on 07/M3- 3- Notice of Acceptance No - 19-1106. 10 iuued to Vision Exhusions, Limited f lar their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doorsr, expiring an 0930124. 4- Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -WNW) Rigid CeAular PVC E.1terior Exausions fer'%Udows and- Doors7. expiring an 12)29nl. F. STATEMENTS L &2tenmat IMer of confDamatim to FBC 7' Edition (2020), dated 02tOW1. issued by mamiftcturer, signed and seaW by Autharty Lynn Miller, P-E.' 2- Private LabeliW Agreemm dated G310V21 between. PGT Indust*s, Inc. and CGI Windows md Doors Inc., signed by Dean M, Ruadr, P.E., V.P. Engineering, on belaff of bothaxiipanies. G. OTHERS L Miis NOA revises & rtnews NOA# 20-0429.95 (M.A.w/CGII expiring OV14/26. 2. The current associated PLA, CGI file #21-0205.OL oq*ing 04/14126. 1-4. I � t- 7 (1 Z 4'r n-1, 16baq I chands, PY-. Produd Col"01 Lsk Supervimr NOANI-4. 214295-03 Expiration Datt: April 14, 1026 Approval Date. 1"ra Ik 1.1r.1 PGT h1d*sWt16 Inc, N(MCE OFACCMANC E: EVII)ENCE SUB38TTED D. QUALITY ASSURANCE L Miami DadeDepartmetitof Rrgulatmy and Economic Resources (R.ER)- E. MATERIAL CERTIFICATIONS 1. Ndtitr of Acceptance No- I5_-W2&I4 issued to Vision Eximsion Limited f" their WbW Rigid PVC Exmior Extrusions forWindows and Doors-, dated 0943/15. expiring an 09130/19. 2. Notke of Acceptance No. 16-020.08 issued to Vision Extrusion Limited fortbeir "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Wadows and Doors", dated 120116. cq*iag, on 12/29121. 3. Notice ofAcceptance No. 15-4528.15 issued toV=m Extrusion Limited fortheff Brown Coated (Painted or LaminaW) 117luft Rigid PVC Exterior Extrusions for Windows and Doors", dated 0&13 115, expiring on 09130119- 4. Notice ofAcceptaum No- 16-0712.02 issued to ENERGI Fenestration.Solutions USA, Inc. for their -TAN 3040 and Li&ter Shades (Non -White) Rigid PVC Exterior Examsions for'%indows -and Doors" dated 09/15116- expiring on 02,%21. 5- Notice ofAcceptatim No- 164)"712.04 issued to EMG1 Fenestradon Solutions USA, Inc. for their "Bronze and Ljoter Shades of.Cap Coated Rigid PVC'Exterior Extrusions tor %Tndaws. and Doors" dated 09/15116, expiring on (Wl&20- 6- Notice of Acceptasm No- 1"n2.03 issued to ENMLGI Fenestration Solutions USA, Inc. for their"White RigidPVC Exterior Exandions for Wmilows and Doors- dated OV10/17, ayift on=M& 7. Test reports No(s). 1G-002-792(Al 104M-MOS27, 535753-M, per ASTME-K AST&M 1929 and ASUM-63 5, issued by EXOVA to Vision Extrusion for cellulosic COMPOSite 1232tUi2l (SabzWffed under ArOAX6. 11-0107,04) 8- Notice ofAccepb= No. 14-016.11 Wated to Kurmy America., Inc. for their "SmiqyGing (Clear and White) Interhyee, expiring on 07AWI 8. 9- Notice ofAcceptance No. 16-1117.01 issued to Kirmy America, Imc-forthek "'Tre,4619 Uluwbar. Clar and Color PvB Enterlayeri", an 07108/19. F. STATF-IMN-TS 1. Statement letter ofconformazim withFBC-5ghEdition (2,014) and FBC-66tEdidon (201-71 issued by m2nuf2cturer, dated OIV14117T signed & scaled by Lym NdIff, P_E_ 2. Statement letter ofto fmancial interest, dated 04/19117, issued by na lacturer, Aped & sealed by Lymn Millm PY_ 3. Lettm.of lab compliance, part ofthe above test reports. 4. RER_ Test Pmposal No- 17-03V, dated 05MV17, signed by Ishaq Chanda, P.E_ G. OTHER 1, Notim ofAc0ept2zce.Nb. L54210.01, issued toPGTIndusftimfortheir Series 557817770- Vla-d SWing Glass Door (Reinforced) - I", aMiring on 0444i2l_ ldmqL CUsida, PX- Product Can&*] Unit Supaviser NOA No. 21430SA3 Expiirs"uDate. AprH14,2026 Approva I Date: March 25,24' .11 C_ cn —cu > 2 C- 0 2 Cn CU -I.- 0 -0 a) a- CIO - (D (D 0 0 C= L_ CL C 0 M C 0 .0 -�6 U_ I* - 0 > CIO Cn E CID 02 U') C1 < f =I, 4 z W mi Cn E V'4 C%8 C14 W cc Cj W CL .0 E C, 4­0 U) C0 0 L_ CL CL 0 0 (1) Cl) co M CU LLI Z z SHEET NO. PA 1.4 August 10, I MIAMFDIADE MUMI-DADE COUNTY PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA. LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidade sov/economy Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 6324 County Road 579 A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. SCOPE: "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March Il, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. (AHJ). ) 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfdled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 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 C. CALCULATIONS 1. None. this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated Mauch 24, 2003 and Drawing No. LT4612, titled A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables"' sheets 1 through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dared March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. change in the applicable building code negatively affecting the performance of this product. B. TESTS TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. 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. 1. None, D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Once. be done in its entirety. E. MATERIAL CERTIFICATIONS INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. shall be available for inspection at the job site at the request of the Building Official. 1. None. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. ell A. Maker, P.E., M.S. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. P uct Control Section Supervisor Procruct Control Section Supervisor NOA No. 20-0630.15 NOA No. 2041630.15 NOA No. 20-0630.15 tnhtEot►DeOoul f7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11R023 f pp pp /20/2020 o�12a 1 Ze Za Approval Date: 08R0/2020 Approval Date: 08/ZO/2020 Approval Date: 08 Pagel E-1 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" sheets 1 through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 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. -114 9 1 -,/ lelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 204)630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2.020 E-3 -0--0 W i j Cl) U L CL O -0 .0) co U C) o c Q O U- O .Cn CU E O Q F-- -0 .= Cn t- Q z z W J eh N o ram". 4 � N N Q Q N � d »_ u r a +¢ • � R, �v w .ter 0 c.r 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Miami Dade County Department of Regulatory and Economic Resources (RER). 1. By Mami-Da de County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER i 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 Crete USA, Inc., dated 08,108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. MENEEMENE C� 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. 0 �� 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. Q 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 June 12, 2014, all signed and sealed by Craig Parrino, AE , on (,? January 22, 2019. 0. B. TESTS 0 1. None. L C. CALCULATIONS 0 1. None. D. QUALITY ASSURANCE ♦� U M m 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversion for a name change. O L co e my A. Maker, P.E., M.S. Helmy A. Maker, 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/I1R023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 t1 August 10, SHEET NO. PA 1.5 - I __ -, I, . 1 1 � III __ _L_ I � I I I I I U _1 - V 31 ----------------- ---- L_ 1 1 1 1 - - I I- ZI ILI ECO tr4c. �7\ F%OIDUCTUALVAJUEAFIUVXZO-20&UAM 2 3 TILLFT TESTIM Ik EMINEMIND COMPANY 22-TESTREPORTS: Large missile Impact and fatigue load tests were peftmied under Protocols TAS M MMERIAL CHARACTERISTICS AND. SPECIM"01ft Shall be strictly In accordence with General Notes and Componerts Indicated on WAT.THR A. TU=, At, RE, 201, 203 as per section 16n of the Florida Building Code. Uniform Static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1. 7 and 21 of Testing, Inc.. Reports ft 96-580 dated DB/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 2G-176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/10/1998 and # 2126 dated 10/05/1998 wltneeW by Gilbert Diamond, P.E. and Report No. 7.11MITATIONS AND CONDITIONS OF USE: REPORT Ni 20-0720.01 0219.01-09, dated March 4,2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. 7.1. Shelf be strictly In compliance with General Notes No. 1, a thrill 14, indicated DATE: July 28. 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Intel, dated March 13, 2000l on sheet 1 of 26, as well as Gerieral Notes # 1 thru 4 and I I thru 16. Indicated an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing NcL 204 76 PRODUCT CATEGORY: Shutters signed and Reeled by Frank Grate, P.E. prepared by TIfteco, Inc, and signed and sesed by Waiter A. Tillilit, Jr., RE, PRODUCT SUI&CALTEGORY, stal Pools U-RRUCTURAL ENGINEERING CALCULATIONS! 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design delined on Section 11320.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load. as wall as maximum anchor spacing vs. design wind load and panel MANUFACTUREFU Gkdal Protection Pr2dMG112-I.Lra length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block. and wood tame Structures. 4800 S.W. 51 Street Davis, Florido33314 deted 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. J.PURPOSE EVALUAMIN: I MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T111111% Jr., P.E. (System Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President ofTilt000, Inc. (Florida CA-0006719). 10 0 1906) to the Global Protection Products, LLC, Rule Chapter No. 0 1 G20-3, Method I D of the Florida Dops rtm on t of 8 usl none a nd 4_MD LOADS RESISTANCE: N. T14.14- Prollosallonail Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated an sheets 8,10,14,15, 16, 19, 25 and 26 of 28 of Product Evaluation Document (P.P.D.), drawing No. .44167 been vedilled for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, at bast equivalent to that required by the Code. 14,15,17,16, 19.20 25 and 26 of 26, Of Product Evaluation Document (P.E. D.), STATE OF drewing No. 20-178. This Product Evaluation Report shall be subject to review and revision In case of INSTALLATIOND NA. a Building Code change that may affect Its limitations and conditions 5. 11111111101111INN I natallation shall be performed strictly in accordance with details indicated on WATU 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALU BWOOICUMENWIR" shearts 3 thru 7, 10 thru 20, 23, 24 and Z8 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as W TILTECO ADMON RIECOROS I P. a. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC 1120 GAGE COLVAIMIZ150 STEEL STORM PAll ORM 0 20-41IS REPORIF 0 20-OnM Dirawling No. 20-176, Ided 020 GAGE GALVANIZED STEEL STORM PANELl", indicated on sheets S. 14,16, 25 and 26 of 28, of Product Evaluation Document (P.E.D.), drawling No. 20-178. sheets 1 thru 26 of 26 prepared by Tiltoco, Inc.; signed and sealed by Walter A. TIllit, Jr., PIE.; dated 07/28/2020. This drawing Is an integral part Itmals", Evaluation Report. ky� J1441 T, P No, 44167 4167 1 "A 7. -Q:t STATE OF '7OR11P. '0V 6355 N.W. 36th Sftell, ftite 305, Mi". Flori j& 33166 - Phone. (305),871-1530 - (40" 9 3) IN CAR THAT PRDUW I'DW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS ME FOUND ON THE DUSTING WALL A4CHM SMALL BE LONG PMP TO REACH THE MAN STRUCTURE 00" SUCH PANELS. DOCUMENT (PCD) K45 BEEN YVWU FOR DMPUV4CE IN AMCMORACE SKALL K 06 MENTIONED 0 9.1) AND IN 9.2). ACCORDANCE WITH THE 2= (TIP EMM) Or THE FLORIDA SIM.Dow; CODE. (C) M-0 - 611 MN' COLOR WIND LONDS SMALL BE DETERMINED AS PER SECFKIM 1520 Of THE AWK MWXMW COW FOR WIND S-90 AS RWWM IN TW 4URISDICTIO. "M "ON I 1/4V�TAPCONMCMM, AS WMFAMNM By 1171W &JIM. INC 014-10 PAWLMATE FEWILE 10 AND PMAItATE " ANCHORS, AS ~ACTURED BY ELM CONSTRUCTION PRODUCTS : FOR DOIECT*NWW FACTOR M-0,86. USING ASCE ?-16 AM SHALL ,rM 1/4 LAr SCREWS PER N.U.S. COACH PRESSURE IMITINGS 00"IED ON SHEETS 7 THRU 12, 14. 15. 15. It At 20, 7/16'0 - S1W WOOD SUINING. AS DMTRBU= BY ALL POINT SCREW, SOILT At SPECIALlY 00. IN ORDER TO Met THE ASOME CONDITION. ULTIMATE "GN WIND LOAM DETERMINED PER ASCE 1-14 SHALL. BE FIRST REDUCIED TO ASLO OISICN WIND LOADS BY MULTIPLYING THIDA IFY 0.6 N ORDER TO C 1) UNW-W THREADOD PDVT^rA)* INTO WOOD OF YAPCON ANCHORS SMALL BE I Ilr AND 2* FOR ELCO PAWXWTE PLUS AND PAWUMALI FEMALE a COMPARE THESE W/ LAW (AS,D) DESIGN PRESSURE RATINGS WKWATIOD ON SHOETS I ItM 117. 14, IS. 16. 19 A 20 100 ORDER 10 %UWY THAT ANCHORS ON THIS PIED. AS TESTED WERE NOT ORR STRIMSED. A JS INCREASE IN ^W"AaLl C 2) MINIMUM THREADC) PENETRATION OF LAO SCREWI WTO THE WOOD TRW UNITI SNAa SL t 1/2-. NO THIREADED PENETRATION INTO SFJCCQ SNALL BE CONSIDERED AS PAW OF THE REOUIRED THREADED PDKmraN, STMESS FOR OW LOAM WAS ELL USED IN THEIR ANALYSIS, rASWM SPACM TO WOOD HAS BEEN OETVVATO IN ACCORDANCE WITH NID.S. 20111, C1) MINIMUM EDDIE DISTAPICE OF LAO SCREWS, INTO WDIND SOU BE AS $0"70 IN THIS DRUMM STORM PAWS AMOUIACI FOR IMPACT AND WIND MISIANCE HAS SUN VM" IN ACCORDANCE WW SECTION IBM OF THE A90M MENTIONED CODE AS PER MUftrANE DiONED" A, 7ESTIM) INC. REPORTS 96-50, 95­570 At 95-T30 AND C.4) MMAKM PENETRATION OF WOOD BUSt SHALL BE 51W. 1/4' 0-20 SCAM USED SHAJA BIT 1 1/2' LOK MINIMUM FEWSTRATION TDOWS LOB INC., REPORTS #1032 A 02126 . AS PROTOCOLS TAS-201. TA&-202 AM TAS-"3 SHOULD STUCCO DIED AND I' MINIMUM FOR WALLIS WON NO STUCCO. AS WELL AS AMONCAN IM LAO OF SOUTH FLOM REPORT AS PER TAB 201, US 202 AND TA5 X3 STANDARDS. CS) IN CAM THAT! PRECAST SYVW- OR PPEtW CONCRETE P4'ID-% S=OO OR WOW BOARDS BE FOUND ON THE DUSTING, It ALL ALUMINUM Onmad ro BE st ALI AND nwat. (unums otmanew AIMED) SEE SHEET 2 WALL. ME LOW ENCUCH TO REACH TWE MAIN STRUCTURE WOO SUCH PANELS MOO =t MSRAIVIIJAE AS MENTIONED IN C 1), CJ) Ar CA) 3 ALL MANM SHEET WETAL USED At CLOSURES SHALL NAVE 3105-H14 AU.M. (0) ANCHORS SMALL BE INSIALLED FOUAWM ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANC"OR'S MANUFACTURER 4 ALL STEEL SWEET METAL PAWLS $441 NNE STRUCTURAL QUINUITY VOL ASTIN A-653 CRADE 50 ~AA, r­80 CALVAMM STEEL DESOMTMN INIVY. 511.3 Will (AFTER FIOUXO). 6 PANELS MAY MLSO BE INSTALLED "ORAIMINIALLY FOLLOWING ORTIALLAXION MAU SHOW ON SECTION 3 TWODA. 10 (SHEETS 4 Doom 6) a0in THAT, WADM CD Al 0 94ALL NO BE USED 5. ALL SCREWS 10 K STAINLER$ STEEL 304 OR 316 AIM SIONES OR CORMOSM RESISTANT COATED CARBON SIM AS PER VAN 3011118 W NO YIELD STRENGTH AND 90 he TENSILE STRENGTH Ar 94ALL COMPLY W/ FLORIDA SURLDING CODE W 11 WALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VUWV THE SOUNDNESS OF THE STRUCTURE WHERE SIVITER 6 TO BE 2611�50 SECTION .3,4, A17ACHO 70 INSUK PROPER ANCHOMME 7415 SHUTTO SHAUL ONLY ME AITACHIED To CONCAM St OR WODO FRANC KAWNO 6, It TO BE AVTM A­307 GMAHM St� OR AM 304 SERIES STAINLESS STEEL WOH jo IR4 WNWM YIEUD STREMIX. 10. EACH PEG" STORM PANEL WITH LEMONS OYU V-0 THROWN 12'�*� AS PER SECTIONS 6, 8. 9 & 10 AND ALnlft-WM so, 9* At IOW ON SHEIVIS & 9 It 12 RESPEC71.00I $KAU HAVE A L028LE M40 REAMY VOW-C WJDtWC INSTRUCTING OWNER OR I AN04M TO WILL 94KL K AS FOLLOWS IDW$r TO SECURE AMUS WITH APPUCAIRUF REINFORCEMENT DURM FORCES OF HURRICANE WARNING (A) 11 THE 01STAXATION CONTRA" IS TO SEN.."CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTRUCI OONITACT *IN rr I.T111 Sam, I"t (M. `_M2 "'i) THE RMUDING TO PRDRM "dD/Wk INTRUSION, :/4 - 0 . I/r CAI ANCHORS, AS MANUFACTURED EW OEWALT INC. (ANN, t'.-3= PxI.) 14*0 A 3/4' SOUO-SIET ANCHORI AS DISTIRWIUTED BY ALL POINT SCREW, 1100' & SPECIALTY 00. 12 STORM PAMEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED At INS DFUMMAG PLUS ANY SURLDING1 AND ZONINC RECULATKINS (MI" re-3001I P.-L) PROWED BY THE JURISDICTION WHERE PERMO IS APPUED TO #I*-tO FNin)AME FEMALE 0 A PANELIAITIE PLUS ANCHM AS MANUFACTURED BY ELOO, CONS"Wcr*N PRODUCTS (ANN. t'-3= " Q 13 (4) THIS PRODUCT COLUATXVO DOCUMENT JPI D.) PREPARE) BY THU EACRAER IS GEWRIC An DOES ACT PROVIDE INFORMATION 114m# OF TAP-OWANCHDRS. AS MARMACIURED BY TRU-FAST CORPORATION (r­YAO FOR A SITE SPECIM PACIIAECT, 1. WHERE THE SITE CONDITIONS WAITE FROM THE PLD 41) MOM AMENDMENT! OF TAPCON ANCHORS PRO PWIM CONCRETE SMALL BE I 3/t` 2' FOR PARELMATE FEMME (b) CONTRACTOR TO BE RMFQNI FOR THE SELECTION PUMCNIOU AND WA"DM VICLUORK LIFE SWETT of THIS FROOLICT W= ON THIS PEA PROVIDED HE/SHE DOM NOT MOZi FROM THE CONDITIONS DETAILED 000 THIS D=A4M 0 NO PSC"TE PLUS AND 1 1/4- FOR CF TA-4MP AMC14ORS. CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSOLRY A.2) CAIX-114 IN, SOUD-SET ANCHORS SHALL K EMBEDDED 7/9* INTO THE POtM CONCRETE 40 ]EMBEDMENT MID THIS PRODUCT LVALUATION! DOCUMENt At BE CONSIDERED PWAUD IF MODIFIED WUOOO SOLL BE 00turit 1/4- o-20 ScRrAS USED SHMi BE 1 111* LOWr memmum staAD srumo Dar, NO I' MINIMUM FUR WALLS wam No STUCCO. AM MV BE WADED WRM ON ALL TWO= 9CREWS W/O HEAD. BUT WITH RAW ARTS td) SITE SPECIFIC PRQUECTS SIVILL BE PREPARED Of A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIC WILL BECOME THE ENGINEER OF RECORD (E-OR) FOR THE PROACT AND WHO WILL BE RESPORSftE FOR THE PROPER USE OF THE F.EO BIGHM Or RECORD ACTING AS A DEUSATED ENGINEER TO THE A 3) IN CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS, RAWIS, STUCCO OR VOW DW" BE FOUND ON THE PLEDI DOGINCEB, %Alk jZoINT To THIS LATTER fk STE SPECIFIC OWAWS FOR Wvdm. EIWINC W" OR FLOW ANCHORS %%1U. K LOW MAIN TO REACH THE MAIN STRUCTURE WOO SUCH PANELS ANCHORAGE SHALL N AS MENTIONED IN A 1) AND 0 A.2). (e) THIS PI-0. SHALL, KAR THE DATE me O1QDftAL SEN. AND SIGNATURE OF THE PrWESSIDAAL ENGINEER or mmm THAT PREPARED IT W nuram CONCRETE am VAL, Arm C601 SUILDIM PC. *TUM W I I * TAIM '"C"M AS "WAL 14 SHUTTER MMILWACTURERS 1,41111D. 91ALL BE LOCATED ON &READILY 'ASMILE LOCATION AT StORW ;41 . 7/a, tALK-m ANCHORS. 4ks Mviuricyupw ir K I INC. twl ec i5oo VAL ; PAM SHIATER IN ACCORDANCE WITH SOCTIOW 170@SJ OF FLORIDA BUILDIND CODE. ONE LABEL SIMI BE PLACED FOR CVM OPENING. LABUM TO COMPLY All SECT" 170.9 2 OF THE IjA-* X 3/4- SOUID-SEr ANDOr4S, AS OMMM BY ALL POINT SCREW, DOLT SPECIALTY CO. FLORIDA BUILDING CODE (Mlw� f'-Iaw P..J,) fl-10 PANUMATE FEMALE to AND PAWLIMATE PLUS ANCHORS. AS MAKWACTURED BY ELM CONSTRUCTION R THIS WMM $WILL 0 LY BE USED TO Prioclum (W r-2071 o. I) too"" MAN PERMITS IN THE TOOE OF ADMA 1/4- 0 CF TAP-W ANCHORS, AS MANUFACTURED BIT M-FAST CORPO111AtK)M A B 1) WW.W DAMUM OF TAPTION ANCHORS. aCO PAINVIAt AND OF TAFI MOM INTO THE C--" FLORIDA BUILDING CODE (I*gh Velocity Hu BLOCK UNIT Swu K I 1/06� am "000111, C 20 CASE IMLVAMM STEEL SYM emu AAC.Q 0.2) CAIX-04 Ar SOUDI-SET ANCHORS *IAU BE DAEWO T/r INTO THE CONCRETE EIL 1 167 INTO STUCCD 5HALL BE FERUMM� 1/4* 0-211 SCREWS USED SWU BE 1 1/2- LC=."� T_ _n PRODUCTS, U.C. �LOBAL PNMCTION ;;;�� �C EXIST. NO 1' MINIMUM FOR WAUS WITH NO STUCCO. -12,1_ 11TI-rr CONCRETE BLOCK REMAINED. four so=" ON slan a Twoumm 9) $a" 3/0-1 INSTALLATION DETAILS FOR REGULAR PANELS nj 6A INTO EXISTING POURED CONCRETE OR CON BLOCK STRUCTURES commm OCHM (M $Dow am I A-CHM T son A romoual 9) am 04M a nooLw 0) CONCRIDE ANCHM MR $clap%" lw -�4 am" a immouw -1-4 W. AI \ - /2' "' fx"11# Awl I var, Too, a Im oc, ED -0 CONCRETE BLOCK e.L� I REOUNM ON 0 ft. ANY SPA 0 oc TV7 =700144111 J CONCRETE BLOCK WAUSO I -A- _i� I VAW we 0 't yr= ;-I Comm DI A`ICKMA rd clu immm an - _1 RW SWErs a Onum A) ou" g&a ALTEnL4W CR go MOUNit r LO. -C EDGE DISIAM SEE SCHEDULE ON SHEETS 0 A 8) I N:== =CANK COkSM IN ANY WAY TO SUIT ANY INSTALLATION I ILI ECO IN TILLIT TESTING 4 ENGINEENIF 01 CrI Y WALTER.A. IXUT, 11L. r.E PRODUCT EVALUATION HE 1,111P�1-4_467 REPORTNO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SIUR-CATEGORY. Stim Panels PRODUCT NAME; 24 GAGE GALVANIZED MEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48W S.W. 51 Street Davle. Florida 33314 1. PURPOSE OF EVALUATIONO This is a Product Evaluation Report Issued by Walter A. TIUK Jr., P.E. (System ID # 1900) to the Global Protection Products. LLC, Rule Chapter No. 1111,14128-3, Method 10 of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for co , mpffame In accordance with ft 202D Seventh Edition of the Florida Building Code, and to vet* that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report sholl be subjed to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUMMED! 2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", shoets I thru 18 Of 18 prepared by TIlteco, Inc.; signed and assled by Waiter A. Tillit, Jr., PIE.; dated 0712712020. This drawing is an inte 0 Is Evaluation Report. 167 21 -11%. ITT I ZT K �W 6-355 N.W. 36th Street Suite 305, M&ML Florida 33166 - Phone; (305) 971 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1-) I5_IW (TOTAL Wurw�__.. (TOTAL OVT4)-- --itsw llurmmllg Wxy%�-_ I.Sw-, _5W ^'3w COAL N" 77 Smy �14 olow M" DOCK - 2,857" con- We, II= WW� Gkswim STEEL am CKV. TYP TYP AM &-M TYFI or. own 20 OCTAL Ay C-W CALY, I]BMAL A _6­7 - - I 4LF --------------------------- (3) STaft rLMO smu PANM Flit po�mr- smm i All -Ls sm owe" I.S. W/ HEMWO EDM It a To 51111) wffu f 10 No= 0 i 12 t1r at- 12 M02PO'et I MW tOIW .1 Wf tool, ser WEE L DCIAX 21 ISOMEMC V" DIETAIL A LwJ ROUNDUP CORNER 8 Oft OF PAI 00 UP W/ HOAMO EDDE. (1) Pr N M= ANGLE WTTH STUD ANGLE WITH REVERSE STU I/M A, 2/14 PANEL _iw- J125. _j L Sit row lawrall To I, 34M SO= 1�407*t!31113' .375* .9W lant 12 Iraa V_ I 1.6 71* At IN :1.343 kOW 7W DMIT PAM OIEL* i I Aft M' -OW KEY N= WASK .625*0 7.00[y it 13 3W NICKEL lk:-� "AS MUT tow- KEY HOLE AT PAN (1) 2V*xt X ALMNOYMY. USA MO NUF WIOUIT AILIMINIM ANGLE MONOLOW "a" W/ ADernow 7/1yft3/3r ROOM SrM 00 MOM Kam 12=1 PAMMOM FV^l III, comam AND"= P-M a or UP-MW an SONow" ON SCHMM OR ow a 41, 4) SKM I DoOLISH 9) 7" E M=POUR2_. I A 04 1 CalloWrE am f -1-4 R. R. Wee --- 41, "ON Tam 00%TM t Comm" co,cmm am BLOCK itauso commix BUXX RMUNM CONcitm wic"= ON DOE UKOW ON - SUB ows 9 DODUP4 9) 0 NEW I' WIDE . MW40 . D41CK AJUM. TUBE DR I, POSTING STLUO/ P I WIDDID PLATE SIMICER --wm Mo NEW I' WIDE . VAM 1/8* 41" RW on I' . Met Ue=PLATE SPACM TRICK (SEE SCHIMULE ON DIEM 11 rOWUW 9. M I! I &I - .- �j r =10".) I 31f2;:1 MOVIE KM q ROOM" "men NOW. X6 !MCTM X=1 SCALE 3AI-1- DffAIL FOR SPI MQUIRM AT BOTTOM 7RAM AD=QI1T M UU=/W= &NDS (�) "F- TRACK Alt 3a:,*F- TRACK (7) nAT PLATED IAPAMINk-� 11111TH STUID Hurricane EM =M W= FM INMAM IN MW MHOWL CONMIR I= OR %= V" MR RMA LH S*M " E-Z NM a.- 3 r4 11 Or- -a I --- T1 mru-~ III:= 3/ B-1- 1. r W p *WW r Ile &-A\ J AP N f7-srf A" CAR OPP" am AN. 'm 0~ stlom_ ED. EDGE COE4MM (SEE SCHEDULE ON SHEM 8 & v) SCALE I- N= FDR COMBINATION 3=11OW TOP k 8070M MOLOMNM =rGMBE COMWO IN AW WAY TO SLOT ART INISIALIATIDK, FILDIDUCT rVAIA lAnON RRI!DIT No. 704nl.82 2 LL TEST REF43RTS Large missile Impact load tests were performed under SSTD 12-M standard as per secUon 1609.1.2 of ft Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-WO. Test reports prepared by American Testing Lob of South Florida, Report # 0914.01-01 dated 03/11102 witnessed by William R. Mohner, P.E.. Borlz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09, dated FebruM 25, 2009, signed and sealed by Edmundo Largeespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic load Ingo per Protocolis TAS 201 & 203 as per section 1609, 1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23,2010, signed and sealed by Jullo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, P.E. as psrASTM E-8 and Tensile Test as per OC Metallurgical Report No. IOKII 318, dated December 1, 2010 signed and Sealed by Jeffy Jackyfano, P.E. as per ASTM E-8. 2.3. AIEMTURAL ENGINEENNG CALCULATIONS: On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor Spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, I nc., dated 1211 Bill 0 and 0847/13 (for this revision), signed arid waled by Walter A. Tllllt Jr., P.E. 3. MIISSILE IMPACT RESISTANCE: Large milsaft Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12ilmlilg Standard and TAS 201. & WND LOADS RESWANCE- 24 Gage Galva nized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as Indicated on shoeft 3, 9, 10, 11, 12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing she][ be as indicated on sheets 6, 9, 1% 11, 13 thrul 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gap Galvanized Sles! Storm Panel has been verified for code compliance to work as a non -porous Storm shutter assembly, as per SSTDI 12-99 Standard. ,/,V i MAX� CAP 1/4. 2/4, 3/4. 4/4. 5/5. 7/5. 3 Installation shall be performed strictly in accordance with details indicated on aheets 3 thru 8, 12 th ru 10 of 18, of Prod uct Evaluation Document (P.E. D.), drawing No. 20-175. Minimum separation to glass shelf be as indicated on sheets 3. 6,13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (RED.), drawing No. 20-175. L-MATIE CHARACTERMCA ANO SPECIFIMnON& Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No, 20-175, Anchor specifications *hall be as indicated on sheet I of 18, of Product Evelustim Document (P.E,D.), drawing No. 20-176. 7. -LIMITATIONS AND CONDEMONS OF WE. 7.1. Shall be offictly In compliance with General Notes No. 1, a thru 14, Indicated on sheet 1 of IS of Product Evaluation Document (P.E.D.). drawing No. MITS prepared by Tiftoo, Inc. and signed and eased by Waiter A. TOM, Jr., P.E. 7.2. Product shelf not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Eveduation Report prepared by WafterA. Wit, Jr., P.E. (Florida License No. 4411M, President of Tiliteco, Inc. (Florida CA-0006719). WATIII D-'%TILTEICOAD,MONRECORilek?,E.REPOkT.20� GALvAWM STEEL STORM PMEL k DRWG 0 20-175 1 R E 1 0 TT,4, BOLTED 1`4W13 W/ 1/40-Ml- TLT.W= 1/_'12' (SEE SECTIONS AS APPUCASUE) MAX 1/4, 2/4. 3/4. 4/4, 5/5. 7/5, MIN� IW/10, 2W/10. SW/10. 4W/10, 6/5 1*5W/10. 6W/11 BE 7W/11 1_1� ANCHORS; FOR CONCRETE SEE SCHEIXA1 ON SHEETS 6 h 0 MR AMC Sa smium 04 SWETS If) a 11 REGULAR STORM PANELS (17) & Q ELEVATION "S. 2.61P Oft OVERLAP, -A *W wum I/,V Mot CAP L ktlift N FLOWA BLULOW CODE (High Voloolly INNU Z.)l 44167 1-1 OR on I%"= W_ MOE CALVARM STEEL SIORM PAWL Fil am& PRMCTWN PRO=m LLC. ONAL FIL XOI- ,.a., rwll)=�ftft rm 0.,. All, a.-MORI., X wtm A TU � - ;ilw 20-176 ow 3 or" Cn -Cu > 2 a) ca- 2_6 C= 2 cu -0 Cn CIO Q -cu 0 c 2 Co 0 CU 0 CU > Cn ._-0 Cn a) W E L_ C113 2 C:)- "o FFA FFA Iff Ir 2 to C= C-4 It C13, C= M C'4 r > ED c: INSTALLATION DETAILS FOR REGULAR PANELSCb & (2 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MR C&COM SEE SCHEDULE ON mm CONCI= ON CONCRETE BLOCK FOR WOOD SEE SOCODNS ON SHIFT 12 CIO :3 Mt ter RMUM CONCRETE Apoom OM MMAP -1 WILLEY) lAntairawya V., __1EE SCHEDULE OR --VIM A..= 7 SHM 2) ''tin r2 ]c MAX "BaBIBBIRB1111111 I I co NA rim > I W se� All, W v is t 6 Ps -frt- 0 36X ��-_T 'IT or C. r -7- 0~ CFV i or w, Mo or %, FOR CONCRETE SEE SCHEDULE ON SKEET I CD M" ANCHORL G 7tm-r rr,�, MAX FOR WOW SEE SECTIONS ON SWIT 12 RMLM STOW & M"AWN EL S093"/3r-I L_j 1/4, Mo. GOP -awl Mo. (MR. 0~ .1 MW WILLEY) CU SE/P /21/32C WIND NUT 0 0 ODWORM ANC"M t =100I I X t CD -CDNM= MCHM 17COULE ON I= solau a" 113 SWEET 9) U) On ARV OR ICU DIREECT a=11 MIN M IM", SCA"LE 3/1-1 Be" LIJ FLORIDA KIADM CODE (IlIgh Volooft NU Itone jone)i nim PC < No. 4167 1 20 CAM "VANM SIM STORM PAMEL Z E.D. - EDGE OWANCE (SEE SCIJEDULE ON CAN K CUML Pinamom PRDWXM LLC. INSTALLATION. SUIT ANY T IRS"Llil-111=0 SHEET 9) COMBRIM 04 ANY WAY TO ILIECOm-_\ Z f�om 20-176 < C*41wIl jollee, - omma A. PX r n i - 1 - _j ET. 9 1 1 SHEET NO. SH 1 .0. in "Mes'. I m 2"W 4 tomom Jollwift an sags" 00 AIM a . 0) 114- MIA. WALL AND FLOOR MOUNTING INSTALLATION FOR R.T.W.1-ifie SPLIT _YPANELS 77771 P -vlaw . �gf�*TTA, Rua A " ve xMAS= N s a. = p. r "us since Pip 7 WS -MA PAL T WALTeY an a IA L AAM WWAN MAD sea 0 DETAL 2 MULLION SCHMILE 11- IAUUJON RMUM LA, milk (FL) • TUK MULLION , 4�lr MWAM ANDICAS It 110,11301,111 move a a 9) > v-s- To r-r b W-g, To Ir-W T'. 51 �,x WSiI M" SECTION I ,,,, 3"A". "M MuLor SD 119=1 PANELS ON TOP IT 7 SIGN an on BOTTOM OF OPIDONG, (ONE PANEL OPENING, W/ TIRE TOP a wnteo) uajl_= MOUNITM 1NffA1IAMQK=_ALZaMMff_n WALE: 1/4, - I, XULAMOM AW1AUAD9K_=.AUZW1AMff_= IrAM- 1/4' - I' am 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 pxf. AND PANEL'S LENGTH UP To a' -a* 2. FOR NEW WOW FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN PO4 NO. 2, W/ SPECIFIC DENSITY OF 0.53 OR EQUAL NQrE FOR COMBINATION QE TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INK - _091 =103 & FLOW MOLINTIM11 WALL & nim woLoffm DWALLAIM - &UjNRjoff_o (SECTION AT TOP 6 LINKED TO +W.5-117.0 MAX. SCAUD 114* 1' ALSJ). DESIGN PRESSURE RATING) WIN, A 0 I;rr_ rum MOLWYM CONCRETE aomqm CONGME ANCHOM on ocna" ON an an SCHMULE W 914) ow 14) Pon CONCIVITIT ACHM = spou" ON ow ik MR WOW soma WEE ImTkow a ow 'A 10PI, a IW/15 r*1A 2/4 24/4, 4/4 a 4/4 .2 IW/15 r MOIL Colocom _T opwFOURM m Abla SHM IA am (M Pon) TWA VWL Stpownum To CLASS A WOW. 9M 0 12 19FL.C. AV vm. below TO .14917I.T. ICI.) it LOCATICA �1 POLWOMM 00 NQMN= LOMA 2/4, 20- 3/4 ae 4/4 L*I- 2, & EW/15 LIP-1. A IW/15 Ntliatmit LAMM" ON In Sam Pupa L WA W/%I) In SAFEW PANELS LOCATION (11E AIM 18"is) I'. NEIS /OR S1,11 P%ZE _j (SEE I OONCF= Alle"M (w scolds" IN OPTION S, ETY �� L49 PANEL 0 TO K INSTALED 05 La SAFIEW smm Asia. OPENIM ova S; AL=j6"%=A" 3.07'.) ..... cbd) .cum &I , M TO W j= Music) PMJ & aA TO K DMIALM as I1EWCN1EO FIWW BMW Concoslic ex.= OF STAIXIM is,lip I.) ELEVATION WALL MOUNTM WSTALL&TWIN WALL AND FLOOR 110UNT1lKI INSTAl1ATlON SCALE 313r-l' SECTION I StAkE., 3/8' - I* - sEcnow 2 SCALE.- 3/r - 1' Ip Nis ra► 00-2 2 4* Low-1 1' T NOTES OM In SAFETT ZMWk2&I&L_=QLW&A=h•_ jr I'-- w I 1. In SAFETY STOW PANEL CAN K LOWED AS AN END PANEL (FIRST OR LAST PANEL) N-Y \-Z :'IN /_ -4. OR AS AN INTERIOR PANEL CAW PANEL LOCATION IN BETWEEN 00 PANELS). BLV LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED ADACENT TO REGULM A94ELS SM MR I) (W/ 00 W/O KINPLAR MACIM) Y. LIFE PANEL COWISTS OF LRAM. GALVANIZED SIM STORY PANEL AS SECTION 9-8 Ptle I SHEET Or DRAWING. E-0 SCALE 3/32"-1* INS ITSELF 720 K 4DXWED OR WISTAUED FROM THE "SIDE OF STRUCTURIL J. UFE SAFETY PA REOU11" TOP TRAM TO K COMPONENT (1) A 901704 TRACK To IIE�= 15. THIS; O?A111WG. Ty L', _Z�S OR FLOW LICKHM FOLLOWING SECTIONS 1 4, j r THIS IA- v AS .F se I At 2 ON SHEET 4. ANIL LENGTH Im comPonew ID is w. NO FLOINDA BUILDING CODE (INIgh Volwoolty HAL cons Zena khol. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTICIM 15 IMP, Wv some TARS. vict rp. 20 GAGE MVANW STEEL VORN PANEL SCHEDULDII V 2. SWEET 14. PERMANENT REWDAM111. almost W. COWONONiMAY K oft % S #,jE %A. I - . I SEE DETAILS FOR INSTALLATION INTO WOOL) FRAIfE BUILDINGS 04 SHEET 15. IL EC O m' oLow m=noN PRomm 6 SEE SHEET • FOIL COAL APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF• •= 4111 rMM. "M LIP. $120417 GAM aoC 20 ".)=It -176 SPACERS AT TRACKS INSTALLED AIMACIDIT NO BEYOND TO STUCCO/1111000 BANDS. Px WAw"Nox"I/wit *=CA-ample&Of MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 00 SCHEDULE isessic us- Mw rIm" Ism .mA -nk r-r 001 LESS a Idw UNINUM I THOU a & 7 -BILL -72A 3T-e TO r-r 10- 2 3,4- UNSCLIED "M 5 a I -96A -72A w-r To w-r u- I Iff • a ..0 -.0A IT-V OR U38 -3 Iff orouv" 0. 9 & Ia - m= 91 1/410-3bil Is. " & WOW a 0~ a omxwm W NAL W=MUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEMU FOR REGULAR STORM PANEL Ct) & Q INSTALLATIONS INTO EXISMHO CONCRETE & CONCRETE BLOCK STRUCTURES 609NW AU Dom ONUSUM We' .I 1 W=W Mellon sew= AM La. - 3 lIr AIPCp7j"MWO Wk AK/OF comwoim INN Mk MN PANEL Law *1* w LAMM CF Vi'CW CNIX-Ol FWARNAME n3s" a PNOLWM PA% 70 CINICAM 10 clo'Clut &am To cownm TO COMMK saw TO CONCRETE C1vIC1111: SLAM 111 mown Mot coc, in maim To mmm IF AIIA WA 0/4 IF ir 40% ALIN I (TOP) r 51 Mr%1JA Kth r qr 1. Osrnom) r W ILIA WA OVA r WA 1. N/A IF N/A r N/A v N/A r N/A 2 PICTIOW IF WA VA %/A r WA r IL/A or NIA J&.M r-r ON LESS U135 r Ir WA 'VA r Ir r r r 3 MMOLI, Ir WA %/A WA. Ir II/A r WA r NA 7 (11" Ir 51 WA WA 11 r r r 4 A I "UP" WA OVA 12 I/r 01/4- 2 t/r G./o 01/0 a Ile 0 'le a I/v SK Temple 10 & I 1 10010 MORM TIFf A 111091111 I= #A11NLAA06 WID 111010 MAIM WOMAN ^1010111 VACM AIM MAIM! WX BSVM AK IdWAM ON THIS 901=11. M EA UW VAN MILICAID) ON SCIMAE I== NOW VACIND W "TOLVM SPACING SMOM ON WHICKAS W I ?Miftft FACMW FOR DO 01011114110111 10 K POSSIBLE. 14100CED, SPOM MUM LOW MICA *%U ACT U LM %W WOW WNW MOWN MR SM NOW TIVE AT &IMWM UM& L/"- We i& san-m ft MOM "ACM 0.) a 3 /R 3 -. . I*- w .- �- a I s 1/2 .10-IievAim 31/2 3Id2_ smos. a mong A "m I.a 191M. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A-SX, DESIGN LOWS UP To +56. S. -72.0 PSF AND PANEL'S LENGTH UP TO 8*-B' L FOR NEW 00001) FRAME CONSTRUCTICK WOOD MEMBERS TO BE SOUN THER PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR TOP & BOTTOM MOUNTINGS CAN K COMBINED IN ANY WAY TO SUIT ANTI INSTALLATION. STUDS 0 EVION �12 OVLVAP .;g �O0,1 MIMM 1:401- loh 'k1tfA*A-t11N PIP Ell I IL) 1.. 13:4.- ski ALTERNATE LOCATION AT In PAND. t/4' \-RnUWR PANEL \-DID PAND. (LLAJJitie SAAC" SPAC114 11-r Yin.� MIAL 2 - FLOORMOUNTINGINSTALLATION CAPPUCABLE TO SCHEDULE 21 SCAN: S/IfIr - I- UMMUM A.S.D.PRESSURE RATING (Ro.f.) AND CORRESPONDING kwimum nmm LENGTH "0 Zoffa= 18PP11C/116L aLY TA SECTIONS I A, 2 Won" As&I UPM w ow" No"" awa a PAIC2IAE PLUSANUCAW It Dom POORK WRING t..11 - To 70 Coocom CONCIRM SIM CONTO CNM to CoNt"M am 10 To 0111M ELOCK 10 wNnETE 10 IKA01 zscilow 0 a OF YM #55.0. -710 r N/A N/A N/A S_ N/A r N/A 11' N/A I a 2 (TOP) S*-W OR LESS ir 7. '• r r 1. 9' 1. 9' 1. 1 (orlom) +6LO -n.0 WA N/A N/A r WA e N/A 0' N/A I AC 2 (TOP) r r r 7 I/r 9- 1.•r ' (IOITOM) +55.0 -72,0 A WA N/A 8' N/A 0. WA S* /A r-r To 8­8` 4' 1 r r I r I r I r 1 4" r -!:._ "Momw ILS& onm MUSLIM I MUM 0 VIF WL MM W 0 ANIAE) OW A WA 6 IF 10. INN W W lma APPUCAIKZ TO X=1146 , AM =V (11) W" uqp Mix- I WE OF Imm +49.2 -61.5 3- r 41/2- 4,12, 2 (BOTTOM) 7*-W OR LESS +524 -46A 3. 3 4. 4* 2 (BOTTOM) r-r OR LESS +55-0 2" !L2' 4. 3 llr 2 (BOTTOM). 7--rOR LESS +55.0 -72.0 1 1/2: N/A N/A 2 (WFIOW )lr-6* TO 8*-** ,+55.0 -72,01 N/A N/A 3- I r 2 J,r-r TO $--rI I wmw ass, oss" -seele - - m I r- I -- -- I .4114 -no r-r 1 as/.. 1uAROtta w am is FOR MOM rat a VACM M* matuamm 0110 wwo FWtw "DM AIM" now mea on wom =a offw= AINE *"am ch $in SCHOWAL fall, ED. LESS it" momxu ON 1190=111 me= memo VACM IN "YoLy" "W *00 ON $21101611 IN wit mumm MOM ram THAI ONCRw,0A1 To K POBMLL AMICIED rome Mmm Ld" TACTICS! PULL NOT ME UW$ Twood, LOMM SPACING OIW= ram us" Now "PE a mma UWOICL 41111413811011 1/4% 1-r=­ il1r. 1/41. ovicall IF ""'M MILIL lielskiPME ItIS _W Am" wean W A 3 3 a sin 1 lowlenemis maw O'Low 3 3 3 1 3 3 1R 4 AMC. I& INK now ReMaR , 'tr 2 I/r 4- (LONLY FOR AS M SECTIONS I THOU 10. ON SNEIETS 4, 5 At 0) MAXIMUM A.S.61 DEIGN P01139" Ram WMM MOM W*M* IN LL - 3 I/r - APPUCAAE TO KCTIOW 0 At 4w coblawwo" or THD1 MAXIMUM PANEL UMIN v (ft.) tvmm CF W-cm, CAUK-01 PANDJAVIE Pei" IP PANSAwt PUS Saw w TO OMORM YD commm SIXICK TO caw" TO oomcxm VLOCK To CONOWn Sm coc SLUM To omwwm im MICAM MAIM - To OWICAETX 10 com� SLOW To CONCRETE TO CDNMM 1. WA %/A 1. 141A N/A 1. NIA, "/A N/A I (TOP) 1. A- N/A N/A Ir 1. 1. ILL. r 1. N/A N/A I (BOTTOM) 1. N/A WA N/A 6' N/A 6' N/A r N/A N/A N/A 2 (TOP) r WA N/A N/A '. N/A 5. N/A V NA WA N/A 2 (BOTTOM) +55A -72.0 1. N/A WA N/A Ir N/A Ir N/A 1. WA 4/A N/A 3 0 4 (TOP) TO r-r OR LESS - 1. 4. N/A N/A r or 1. 1. a, N/A WA 3 (BOTTOM) N/A N/A N/A N/A r N/A 1. N/A N/A N/A 7 (TOP) 8" 4' N/A N/A 1. S. N/A N/A .4 111 7 (BOTTOM) WA N/A 12 1/2- 1 6 1/4- 12 1/2- 1 0 1/4- 6 1/4- a 1/4- a 1/4- 6 1/4- N/A N/A 5 (MP/BDrM) +50A, -53.3 N/A N/A 12 1/2- 5 1/4' 12 1/2' a 1/4, 5 1/4* 6 Ile 4 1/4' 6 1/4* N/A N/A 6 (fOP/WMM) W-3- TO W-2- +55.0, -72.0 N/A N/A f 1/4- NIA 8 1/4- N/A 5 Ile 6 1/4- 6 1/4' 6 Ile N/1% N/A 6 (TOP/BOrMM) W-A* TO 11*-2* N/A NIA N/A N/A N/A N/A N/A N/A a 1/4, 6 1/4- a 1/4' 0 1/4' L 9. 10 (TOP) +43.11, --4&0 4* NA N/A N/A WA N/A N/A 1. 1. 1/4- - 5 1/4' - a - 12'-4' OR I= OR LESS - 4 N/A N/A N/A MIA N/A 1 1. 1. 6 1/4" 1 8 1/4' 1 9 (BOTTOM) WA N/A I N/A N/A l N/A I N/A /A 1 11/. 1 1 1/4* , 6 1/4" i 6 1/4' 1 6 1/4- 1 to (goTrom) SEE WWS 20. 11 AIM Is IN AACHMS TIPE At SPIC010 RM 81111101,010115 ART) 1111WO FINIX ARDWIL LwMARA ACTOR SPACIALIS NO MNON WX WW= AW 1101001111) Oldlift MISDUIL IN EA LESS THAN 0100CM ON SCHMAL AOXXX AMCam NAM wr wAlftwo SPACING mm ON SMICULE Off THE mu"CONS. M Ile OPOWTION TO K "$ME PIEDUCED smwm OWAM tom .ACTOR SMALL NOT K LESS TWA WO" SPACING 01111CANO PON EACH AMCN13111 TYPE At MOM 1E11010 410110111sm __1/4% _ /` f.; ` I IT 3 -Nu a I -fto I Mi--L- - -- Ia. socim VALIM N 3 3 3 3 a 'A 3 w OZ) To- 3 3 a 3 5 3 Ih "W4 [�&Aw 3 3 'am giL "K IF AC 10 X .311 is SIX 1 MA. r 'AD im 10 IM 3 IX - I - IM I - I,- LID Loom WOOD "DIDDI ._G Ali.. PALLET UDWH um I) or IV : SAID • L____1 wow1 1 "COUVIED 11 IAI AND MOTH OF PLATE MM uffiMpum"M 1. INSTALLATIONS MR ALTERNATIVES VW. OW it 10111 ONLY VALID FOR BUILDINGS WITH A.S.G. DES" LOADS UP 10 +43.8. -41LO "J. AM PANELS LENGTH UP TO 12'-4* L FOR NEW WOOD FRAME CONSIVIOCTIOW WOOD MEMBERS TO BE SOUTHERN PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP At = =ANK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I r O Ma Mee PAND, LENGTH (w Nam 1) OF V VAX I"' PLUS 7/v THREIGED NE3tTwAT10K TO emm WOW HEADER van, sm a lAr oc ,,i. w solthu ON M a.- WAD. LMTH (SEE "M 1) 502 %, MAOF X 1-I. 4 v - scKDAs WOOLI ,. As" nWAM 1 WAHM iPEACTINK11011 AT WIDARM OF PLATE SCALE 3,0111-1- cn -cu > 2 o 2 Cu , 0 -0 0 -tt a- cn - a) o= a) MV 0 cn c: 0 = 2 0 = .0 cu Lj_ 0 > QD E 2 cu 2 20 > Cc"j .,4 cc in -KC C'4 E CP CD to Ou 61 In X-7 E C, INSTALLATION DETAILS FOR OPTION f I FOR LIFE SAFETY STORM PANEL SYSTEM 1)� or ac, 91 INTO EXISTING WOOD STRUCTURES I 'a cn EOJ ED OR Is cn cu 2 1 2 7ou 'u, 0 1 0, SEE an 14 IN vs, W.- TO CLASS EO ED OR co LL I t__ 0000 PLATE 0 - r i I worn PLM cu 8 ALTERNATIVE rw Wkow ALTERNATIVE 4 CD :c-e LAN sewn w= a W&WO MMAroc W/, I/v cl) ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION 4 "*-A AW&UdA% 11311" 0 am PULA & r _=Zr lwmDm MOWN" to rn Pun 00" "A WALL MOUNTING INSTALLATION ALTERNATIVE I ............ . LLI 7 FLORIDA KOLDING CODE (WO Val ooftNurrlAana Iona AM 20 GAGE GALVANIZED STEEL SIM PANEL OF I. sexveLmm AK DAILY nas ismapics; wnw &so. camit LcAm up To S1 +55.3. -72.0 Pit AND gateam UP TO IF-r.y. mom PROTECTION PRODUCTS, U.C. 2. no NEW WOOD FWAIE CONSINUCTIMM MO WDAWS TO K SWrAM 11LIECO. AM LIL III $111111T z PaE N.. 2. W/ SPECIFIC ODWtV OF OM 00 WILIAL IMAIL Ft. 351114 20-176 wrle (om)=-UW ox. %1_4111 ItITM ft4.4­ W MAIM I. ow is or _j SHEET NO. SH 1.1 I I-1 -A __L 1 IL_ L_ I I I - I - _L MACHIONS (SEE SWTICINS ON SHEETS 17, IS. 19 A, r WAR. 307, 44/17. W^ .0-1 31 WINX /;!%.7 .651AIL I* mew, WAtll% 7AR/19 Ar &%W/2D s a WNIMD ED 0 0 o 0 --- - ---- --- Y i r PANEL LENGTH cou ScHEDUU) L _1 J. �A T 7 CCANIEE oft .41111`17. MAL r M a @W/20 WAX.� :I, MON. (SEE SECT06 ON SHEETS 17, 16. 19 & OP71ON j#2 FOR UFE SAFETY SMRM PANIEL(I ELEVATION SCALE 3/10--t- IV ikol".1 pi mem ". u.4 I � 01mr-ni Am 1 Ck lei i:m I I 'I'll MAXIMUM A.S.D. McIc. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.f.) L (ft (SEE SECTIONS) TO GLASS 1 COND" 1 +55.0. -72.0 a. -a. 1 2 3/4' 1 UNBOLTED INSTALLATION QUAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING P URED CONCRETE OR QQNCRETIE BLOCK STRUCTURES -1/4* TRAM ANCHORS 1 4 TAPICON ANCHORS IL4- umm mom t 4; TAPOW MCHM 6-r D.C. OLD, 7WRO CMIM tRM .1011AM BUM REQUIRED ',A DAM wamm A stock VA&AM I 1/4 F-c- I SLOW OMQUOM -JI14, M­ Lao I G wiw�w_ wommomI E"_ =WK I sm too G 3M 3/3r VITRO NOT 0 12 I/r 04, TAPCON ANOMORS 4 Ilr D.C. sm) REMWAD WALL WMAW off&"= 2 SCALE Syr -I" If -4- of wow T E.D-00 TAPICON ANOMORS 4 1/2. D.C. MAGOM W/ FUCI ODUM CONCRETE ON CONCRETE OLOCK REOLOW WAU MWIM INULL&M IL UM�I_ SCALE 3/0--1- M[t ofm Is & 20 MR NOMURA Tot 0 MD=M VACWS IN PSV"ATIM INTO WOOD w Ammom WAM 00 3 "via KUM& UPAW memo WPCM 40 twoom OW DWINAOE AM #MCAID ON TOO 0- SCHEDULE 00 EA LOIS THAN mocom ON smmu "MUCK ANCHOR WAM my ML4m"4 SPACING Sam ON SCACULE 3 -ARIMEE- 101=1 BY "a FOUAN" riemw RON ?we VOWM 10 BE ACROSS, NONA" I vr VACM omon ow 'ACK" OWL NOT K LESS IN" mmm CM Tft SCHEME nm EACH RICAN EAKEY"Aul If 0,3tes.& ILI w/ F . woo oft wom a 12 Ilr O.C, TAPOOM ANCHOM 6 4 Ilr QC. wm OR a 7 Ep.0 IL& A/ WIND mut V414NM 0 4 Ilr O.0 ---OMMM comcqm OR CONDOM BLOCK foumw CONCRETE an CONCRETE BLOCK NMLMND MAMBO WALL HQJWNG WAUAM WALL MOUNIM !JAI I ALWIM fff� 0 K M PANEL 0 Amawyl- SCALE 3/4'-1" SCALE 3/8'-1" INSTALLATION QUAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCREIE BLOCK STRUCTURES I -VWACO. A.C.O., UPC" ARICHORS t. O.C* POURD" m cmocwmftlg� rrovm P&OURM VINT. If . ji AIR 0 LO. LCLO It 4-1" ANVIL"It PLUS AV, 0*0 PANICLAKIT IN 'a . 3 12' Wm NUT *ISMM V711 VA MCA at g;U)3/32WNC L REQUIRED WOUNU WALL MUff" IFTAUAM WAILL. MQUMM I LAM 8 K PANIEL 0 U F1 UWNPAUN SCALE 3/1r-I_ Swx 31or-l" SIM MACY Is It 30 MFOR ANCHM TOT A m� I" i YOM IN AMAWO OrTo WOOD "MAE BULOM MNAW ANCKOR womm me WON" OK mpm ARE boom am THIS *wwswAmA wmu FOR LA 1.1313 THAM few= e. smmu mm mom w� v ULATIPLYWO SPACM 2mm ON somu PAW4 MA I& OK M=9 BY THE MLOWN Wo= IN POMLL NEKCM . 411 A Imm UDWAB Of LM THAN W"U "WOFACCMW 1090M 13"M FOR PAN ANCHOR TIRE 0. THIS SCHREAUT --j FLORIDA -cu > 0 a) cx. o cu -0 cu 0 0 i;= q*_ 0 cu > E L_ 2 E CU cn -0 cu -&-a C/) z z w mi INSTALLATION DETAILS EQR QPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM 9MIM mum-InMil INTO EXISTING WOOD STRUCTURES )OD STRUCTURES I E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT ICIMIAMITION DOCUMENT (P.E.D.) HAS KEN VERIFIED FOR COMPLAWA IN at) MINIMUM OMBEDMIENT OF TARN ANCHORS 00 PINE11ATE FENALE 1) & PANCLUM PLUS WTO CONCRIM I 1�1 \ 1 �%11 ! 'ITTV ACCORICANa TOWN THE 2020 (?W EDITION) OF THE "M BUILDING CODE R=x SIALL 13E 1 114- T � 1 - �� , T L IF 71 DESIGN WIND LZADS SMALL K DETERMINED AS PER SECTION 1520 OF THE ABOVE MENTIONED OCKIL 11.2) WMW UMEMMM OF 1/410 X 7/e CALK-01 SMALL ME 15 7/0' WM CONCRETE - FOR A WIND SPEED AS REQUIRED By THE JURISDICTION WHERE T14EM SHUTTERS WELL K INSTALLED AM NO EMBEDMENT NEW AMY FINISH MATERIAL SHNUANC` TIES >< PERMITTED. oc"o. FOR A DOUTIONAUTY FACTOR 0-035. USING ASCE 7-10 AND SMALL NOT EXCEED YHE MAXIMUM (ALSJD,) 1/*, 0-20 SS S13MX GOILTS USED SMALL K LONG ENDUCAKSHOULD ANY FINISH MATERIAL Mn TO DESIGN PRIESSIM R47M INCODAIM ON SHEETS 25 k 26, ENGAGE 3/4" INTO ANCHORS. 1/4-0 TAPCW 0 r Impook St r OLD, torot. IN ORDER TO VERIFY THE AWA CONDITION, ULTIMATE DEM WIND UDADS DETERMINED PER ABU 7-AG C= j�JMMAI 1*r III TNWADED /j�n THREADIOD N" P" wm A=M AT "WOMPACRE SMALL K FIRST RUW= M A.&D. DES" "C LOADS BY MULTIPLYINIC INN BY 0.6 IN DPW TO 10) IN CASE THAT PRMAST STOIC Olt PRECAST CONCRETE PANELS K FOUND ON THE EXISTM WALL, HEADER HEADER AT VIOCID HEADIER HEADER TO Cc~ THESE W/ It". &".D) DESIGN PM ANCHORS SMALI. BE LOW ENOUGH TO REAM THE MAIN STRUCTURE WAND SUCH PANELS. ANICHORAGE HEADER WAM MOLL BE AS MENTIONED IN @.I) AND IN 0.2). LA_ t( IN ORDIER TO VICINITY 1*7 COMPONENTS AND ANCHORIS ON THIS P.E.D. AS TESTEID IMM NOT OVER STRESSED. A 3311 INCREASE 0- I'm IN ALLOWABLE STRESS MR WIND I DADS WAS NZ USED IN TWO ANALTIRS. FASTENERS SPACING TO WOOD HAS KIEN Pv I/v TIr Ile C= -r ---- M.. OETUN64M IN ACOOROANCE mm W.D.S_ "is- (C) ANCHORS SHALL, BE PWALLED FOLLOWING ALL OF THE RECOMMENDATIONS AM SPEOFICA1110AIS OF TOE ANCHOR'S c"I NIEL- 1 2. W~ACnJRM. C= to t C-4 BOOK) HE_Q" STORM PAHEI:S ADEQUACY FOR IMPACT AND FATCUE REMANCE HAS BEEN VERIFIED IN ACCORDANCE ON SECTION 1425 OF' MV, t REDURO III THE ABOVE MENTIONED CODE AS PER FENESTRATION TESrMC LABCARATOW. OMC, REPORT IT 2032, AS PROTOOOLS TAS-201. 11 IT 24ALL BE THE RESPONSIBILITY OF THE CONTRA" To VEANY THE SOU OF THE STRUCTURE WHERE SHUTTER i ! a NICENESS 3: TAS-202 AND TAS-203. INUTTER SMALL ONLY K XITACHM TO CONCRM EILDCX j It THIS HAS TO ON TOE OUISIDE ACCESS THE OPENINQ FROM THE INSEDC W/O THE I OF A LADDER OR LIFT, APPLACATION 3 VALID WHEN INSTALLATION! 3 MOM M K PERFORMED 12. THE AgrALLATION CONTRWM IS TO SEALICAUIX ALL SHUTTER COMPONENT EDOES WHICH REMAIN IN CONTNICKLIS CD FROM! THE INSIDE OF STRUMIM. CONTACT WITH TK BUILDING TO PREVENT WMIPAN WTRUSIION. CAULK AND SEAL SHUM TRACKS ALL AROLOID, FULL Its, su%VM= m w. &VON*" LENGTH. Is CLARK I In owss 3. SERIES 1OW INSTALLATION 5 APPLrALE TO SINGLE AM DOUBLE HUNG SMILE WINDOWS WHEN INSTALLATION 5 REMAINED to K v w.. CLAN cm oI To AMR; LEMM an SCHEMU SIMIDULK PERFORMED FROM THE INSM OF STRUCTURE ct; cp w INEZ' to PANEL LDWHI mmosum 13. MOM PANEL INSTALLATION SMALL COMPLY NTH SPECS MWATED IN THIS NABBAI; PLUS Me BILLOW AND ZDAW4 w ON ow is) = (SEE NMI I Ban" PANEL LENGTH ou NOTE, I ODA" REGULATIONS PROVIDED BY THE A)REDCTMN WHEAE PERMIT IS APPLIED TO M. samomm PANEL LENGTH 4. SERICS Z= OWALLA704 APPLICABLE 70 SINGLE AND DOUBLE MUNr AND HORIZONTAL MOM STYLE WINCIONIS *NEW m SEE NOTE I onso am 'L� M., M.. S Is am (SEE NOTE I MELM 10 SLAM OWALLATION IS NEQUIRED BE PERFORMED FROM THE INSIDE OF STRUCTURE. ME 904ma -"a gods" i -CM son= PANEL Loom PANEL LENGTH I'D 14. Xf=* WINDOWS AND DOM, INC. E - 2 HAING STORM PAN& SrSTEN- IS POW TIESOM ON ow NO 1/410-2qil i w NOTE I KLOW) (SEE NOTE I SOLD11) a t to ow Ile S. OR MEET NO 1/4*0-20m' 5 ALL A11MINUM EXTRUSIONS TO BE 5063-TS A.UDY AND (UNLESS OTHEIRINISIC NOTM 15- (a) THIS PROD= rAWAT*x DOCUMENT (P ED.) PREPARED Or THIS Emovics a GENERIC AND Om Nu PROVIDE c E 3 &S, MA& WT FOR A SITE SPECIFIC PRCUECT� i� WHERE THE SITE COMMONS DEVIATE FROM THE P-E.D. Cc 0 313r a:t1iff 6. ALL ALUMINUM SHEET METAL USED At CLOSURES MIMU PAVE 3105-HI4 ALUW� =V1 _7 MIT ALL STEEL SHEET METAL PANELS SMALL A" SMICTURAL QUALIW STEEI. AM 44-03 GRACE 50 him, GALVANIZED STEEL Twits PRODUCT BASED ON THIS PEct, poovm wimt om mot Dmn rmm THE CONDITIONS DETAILED ON OcsomYtow W/Fy. MELS mm WYER ROLLED). THIS OOCLMW CONSTRUCTION SAFETY At SITE IS TW CONTRACTICTOS RESPONSBUtY. AT IL ALL SrREWS TO BE STAINLESS STEEL 304 OR 319 AMY SERIES ON CORROSION RESISTANT CCIAM CARBON SIM AS PER DIN I.) THIS PRODUCT EWILLATION DOCUMENT WILL K 00INSIDIEDIED OAMUC, IF MODIFIED. ;WDMDYW OF PLATE1 WOIB W/ SO kW YIELD STIVICITH AND 90 AM TENSILE STRENGTH A, SMALL COMPLY W/ FLORDA MAMM CODE SECTION 2411.344 (d) SITE SPECIFIC PRWECTS SMALL M PREPARED BY A FLORIDA RIDGISTERED, ENGINICER OR ARCHITECT 04KN WILL BECOME PChim AND WAD WELL BE RESPONSIBLE FOR THE PROM -7 USE Or THE PEWOMBIGUrKM "FM TAWS P 9. BOLTS TO BE ASTIA A-307 GALVANIZED SrED- Olt Art 304 SUM STAMUSS SML WrH 36 *W MINNUM VIELD STRE)WH. HE A DELEGATECI ENCOMER TO W PI-0. EMOvdWL 94ALL tO. AN04M 70 WALL SMALL BE AS FOLLOW& S~ TID THIS LAXTEIR THE SITE SPECIFIC DRAWOM FOR RIVININ IM PIZ. 94ALL BEAR THE DATE AND ORIGINAL, SEAL AND SKINAnNIE OF THE PROFVSS� ENGINEER OF RECORD Y14AT PREPARED ff, 1 '4-9 WCON ANCHORIS AS ~ACt� BY I T,W. GUI.M. IND. (MK ?*­3112 PLk) _J 1-0-904/4-S.& " W/ 1/4' 0 9 7/8' CALI ANCHOR. AS W"ACTURED BY DIWALT BID. CMIN. VC.30011 pxQ RUT 4"Ss. us. W/ 10. STORM PAWL MANUFACTURE" LABEL 94ALL BE LOCATED ON A READILY MILE LOCATION AT STORM PANEL 01 NUT L_ �;= 014-10 PANUMATE FIEMALE 6 & PANDAKE PLUS ANCHOW AS MW"=UKD BY tLCO CONSIVILICTION PRODUCTS I WA NUT ACCORDANCE WITH SECTICIN 1702.9-3 OF FLORIDA BUILDING COM. ONE SMALL K PLACM FOR EVI�W CPMNM WARNER 0 12 1/2' OX_ WAS" MEMO) (rc-3w v..0 LABELM TO COMPLY NTH SECTION IM92.2 OF IMIC FLORIDA OULOING CODE. -0 TRAM 0 r Ot 0 r A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURIED CONDOM SMALL BE 1 3/4- AND V FOR ANNELMATE THREADED 3/32- WIND RUT r.4' WOOD lyro 3/w Imms HUY roptL%= IV BE, zlou 0 6 1/#- ckr UM WASHIER is mcfam) FEMALE 10 A, PANELMOME W/ ww) ro* WOOD DOUB RECUM RECKARED 1* 11000 PI ITE WOOD PLATE A2) MNUA DOMkIEW OF 1/4-0 X 7/8- CALX-IN ANCHORS 94ALL BE 15 7/11- INTO COOKCRETE. NO EMBEDMENT WM OF 0, PLATE 014-10 .-TO PANELM06TE Y ANY FINISH MATERIAL SMALL BE PERMITTED. M-M PLATE i____ Zo, Om PLATE 0 A ;"/4 7 0 8 Ipr O".c. 1 7 -mouou armac, w 1 1/4' 1­20 SS SIDEWALK BOLTS USED SHM1. BE LOW EMOVOWSHOULD ANY FINISH MATERIAL DOS* TO ENGAGE 3le WALL "UM AMN WIN. MIN. WALL WHIPM NUALIATM WALL IN ?&k7Wr"7AW 40 %NP-MrI At WWWIM OF PLATE AT MORETTI OF PLATE IMM ANCHORS, ma _i1A SCALE 3/r-1 0, LIFIE SAFIETY III AA IN CASE W PRECAST SIONE PRECAST CONCRETE IMINICLS. OR PAVM K VOUND ON THE EXISTING WALL OR ............. ,I)c -.. a MURMSM SPIANIEL WALE 3A'- I WALL WNW IWALLMN, WALL Mo FLOOR AN04M SMALL BE LONG END" TO REEACH VIC MAIN STAtICTURE 904IND SUCH PANEL& ANCHORAGE SMALL .__W JW . .. _ SCALE 3/r.i' SCAUC 310'.1* T AM K AS WXnNW IN AI) AND Of A,2). I 111 AMMIL WAR FAAARN ME L EANEL P�q a LVE M I No. 44m? Tl� (0) TO EXISIM CON0101E. 01 WAI SCALE 3/8-.1- SCALE SA�-I' FLORIDA IN)ILD" CODE (Nto FLORIDA BUILDING CODE (Wgh Velocity FLORIDA KRIAM CODE (MIgh Velocity Nu cons Zom) I 1. WITILAATICAS ARE ORLY VALID FOR WITH "0. MM LWW Ifu cam Zons)l 1/4' 0 TAPCOM ANCHORS AS ~ACTURID BY IJW. BULDEX INC, velocity lmwwu 2" m rp. 1/4' 0 X 7/r CALK-44 MCHORS. AS MA"ACTURM BY DEVALT W­ (r-1500 P.S.Ij OM 11111M W& FP. LIP TO +S" -72.0 PSIF NO PANEL'S LEN91H LIP 10 O`-r Sam 31,1001. m 4416 20 CAGE GALVANIZED STEEL STORM PANM 20 IMU G&VAMM SM STORM PAJIM 20 UK GALVANIZED STEEL STM PANEL WAN W. #14-10 PANELAIATE rEMALIC 0 AND PANEUMIt PLUS MCHORS, AS MANUTAC7URED BY ELCD C001511RUC7101d bomm or, 2 MR NEW 00410 FIMAMC COMrfAUCrCb� WOW MEMBERS, It K SWh4MM 1. 41SIALLA"ONS ARE ONLY VALAD IN BUILDOICS WITH A". M" LOADS PINE NO. 2. 111 SPECIFIC DENSITY OF OM Olt COAL GLOBAL PROTECTM PROMM LLC. UP 10 +56.5. -?ZO PSF AND PAWLS LENGTH UP TO W-11". SATE pr GLOBAL PROTECTION NOWIM LLr_ GLOBAL PROTECTON woucm LLc. W/Mism PRODUCTS V-2071 P*.Q T, ME c -0. Is 1. 1. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO K SOUTHERN w to SfNw WL 4= UAS wow A op%o . m OW 03r. POKE MO� 2. W/ SPECIFIC DENSITY OF 0.55 OR MAL 114Z .... ii`* ftwo o')JIM-ANk 31314 20-176 m MAN, It, 311'. 20-176 _76 20-176 0,10, (M)ND-W" . MONIN�nfk FAIL "4"-Wn 0 REV.-J.- 0I "CIVIL OM)M Mk "a ODOK"M DNS" w IM --- r ova" ft Imm CA-90mi a i!11 - 1-1 P4 N ml� PIE px ll= A. IW P.L. own of �4 97 as COM ONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCAE 1/2-1") (TOTAL Ww"- 2,2,W-7 Iz5w MTECTWE WOOTH)r - - ----- 1/4*� I DION, MIN. IN= 4ALMANIZED SIM EDGE 1.500' V. 2--4w 2_21W I H= lyp. AM A-60 GIMCIE BID DICTAIL O_SD WAY. -------------------------- (!)STORM PANEL wy "mmomm mocc j -1 *a6w ISOMETRIC VIEW DETAIL A ROUNOM CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED ENE pos) 7 r 125* J T 3"W(Max.) ALUM. ANGLE t7l.� DOM. 7w (TYPJ STM am it* LONG 6063-75 Aium. ALM 2DW Or Tg= RMRM "h' TP" P 3.750 @) Wel-Te PAUM. ALLOY REWR30 *U' TRACK lom, A25. 2"x5ffidox.) ALUM. MGLE 4 0.1.1'sjws V/24� tsa "m a ODA" r Now 2r/24 b- V/2411, ATE, fla m Am S Nei" 00" 3. TOM 0=01 ff I, NO, emcmm ANCtm Ti. r M.. mwc=n a r DOW 99CHEMU 0 IPW r IRA. SIX UCRM 00 OW 20 yr LW _7 I AF MIE _110111104 H 46 Z 'L' 0 Sol olls III I ut PTM 5-41LR .. Ass -11MAILL ON DW no (a owl 00 am __ mr ). 0 . LAST PANIL (D To K MWEALLED AT EACH TO ME MISIALIED AT &ADM OPUM SWX ALAM SE WPM& ELIEV ZXO.PALVM ATION FOR SERIES 2000 TYPICAL ELMTION FOR ABIES -I= E-2 HMO STORM PANEL M SYMM IE-2 HM STORM (p Symm MILE 4w . T' I= iMNA, GAP M. w op W4. Pk� GAP-ij 2�,47\ / \___7 \ Z \11 / N_/ V/ N -N-LA t \-/I N�/_ -4 V (Ir-Owss"ID-0 �� ar SECTIMI 2-0 Sm sm" ww - v E - Z KAM STORM PANEL SYSTEM CONSISTINO OF PANEL + TRAMS 9 TOP h PMdXk-ATE PLUS OR 15' LONG (I). DEFINITION Or SEEM 20M E - 2 t6AA4 SOORM PANEL SYSTEM CONSISW OF PANEL wmM W/ Pmemm CorA. TRICKS TOP A BOTTOM. (2), END PANELS SHAIL ALWAYS BE 70 oavw SOL WALL or WANE; OF (2) (rD.=1141L ALWAYS K CONNECTED70 1101170M TRACK OTHERWISE A STOP SAR PS"VALLIKATES OK IF USED Z:W/ 11 4 PANELS 70 PROVIDED AT TOP OF a" PANELS. wpm on MIr` wic I AS SMALL CCINSW OF DESCRIBED W M3) Mh 04AWSCFtEW (3). FOR CASES ORION END PANELS ARE USE JOINTLY W/ ir LOU (p AT EITHER OF TWO ON r END PANELS ARE NOT OCINNECTED To BDTWIM SW BAR EXT FIAT FLIMM OF 00 PANEL FSHAL BE PWADIED AT TOP OF SUDW PANDS. (4)_ IN CASE THAT END PANELS AM NOT CONNECTED TO 11011011 MUM (14. A STOP BAR (4)� FOR OWALLMOO OWN DO PANELS AND SOME ORIEROOR ANNELS ARE MAMY a ONLY USED PANELS WALL K COWNECTIED 10 BOTTOM TRACK USING SPECS = `C`wLm Wit) ABOVE. IN SUCH CASE. CONNECTION OF RAMS MMAoYWK=U;2D=Za Vm== p.-.Pm. TO DI VACK WAY 01 AT ANY PANEL LOCATION. TWO PANELMICIIES SPACING SHOW ON ELEVATION AM Is (5� SEE SECTION V, 3' 4- ON SHEET 24- SEE ANCHOR SCHEDULE ON SHIP 25. VOCRE OW44M IN THISq If v a W-0 To BE COMMw= I AWK W99M TO SUCH THAT ADJACENT PANELS 1. LEFT & RIGHT SIDE OF PANEL) HAVE THOR OVERLAPS RETAINED BY E N FLORIDA DUUM CODE (fth Voloaft Hurricane Zonj I ST nam at 20 UK QLVAM STEEL SIORM FUEL Cr Om T A. no&, W)me-?M 0 GLOBAL PROTIEt 01 mwwicT& uc. "op Mom-, MANOR; w BE Comm" mcm an ODOM 0.- PRO mo N mum SMOCK pumm marn/ INTAIL -1 SCALL- Ilr - I" INSTALLATION -DETAILS FOR SERIES 200 AND 1000 E-Z HANG STORM EL (1) INTO POURED CONCRETE OR CONCRETE BLOCK 6"m For* 4 c- raw. Er to OLKARL Omokm m"m DOW= 11 ki SOME 3/8-1- Am_u 0 um WAR I ormsm-t are wIm IN INW It Ift am 010=03011t, am ADD, 0) CD ElIBBIBBEEM U) cu 0 L c: =3 -0 clu 0 cl) cu m Lu z z SHEET NO. SH 1.2. I I I 1111 I I I , I I I - I - I - - I - I I - I I I I I I I I t I - - I I I VAXWUM A.&D, - I +61.4. -753 W OR LOS _7" 10, OR Las MLIED. a 0, PMdIL AA0 DEWSM NWO" Me*-= SAICING MR E. 0. - 3 1/2' ART Comm?" OF, "AN v A, r fw) VIA" "AM umm 00 I" TRIOCNA ONA-01 watuout rawa 0 To concon. ce"Ve", SUICK 10 concam 10 CORDWER 111111OK To ovRoWn. ID QMW'E am M NIA 12* N/A 12, , 1 w/1, Ir N^ t3'* lor 31 5" 4* V A- 12, 3- 12' r 1. 1. r A, filka. -753 N/A M/A N/A MIA M/A M/A 12 1/2' III (BTTOM) 70* ON LESS 71 IVA 6 112- N/A 41/2- M/A 4 Ilr N/A 1, (TOP) 12' N/A 12* N/A 1 1/2* NIA 2 1/2- N/A X (BOTTOM) 12, N/A 12' N/A 17, NI/A Ir N/A 4' (TOP) 12* 6- 0 1/2' 12- 1 It- 1 12- It- 1 4' WON) At LIMITED To O&O W. AS.O. OEM PFASKM IVTwG. &SEE SHOEI 29 FOR ANCHDRIF TARE A SPACINC MR OWAUAn" PRO OM FWAPE IRIUM � 000"OR WAMU AM VNKU UK OUVAM ARE OOMM ON TWO SDNVAL FOR EIL LIN ANN 90"= ON MOM" MMM ANCHOR MONG W MIXIVILY814 VACM 900 ON SCRIDULE IN THE rOLtOUM FACMW FOR Do CRAIG" 10 K PM� mmm W" almom usm FACTOR INAL, =t = woum $%%CM ONICATO MR OCH IVICHOR TYPE AT A� INVE 1/4. 1/4". 1 1/4% 1/4a Vim PAS 0`K­R VIL 3 JI j 'tj 3 s 4 A 3 31/2 3 I/AV *AM I Itr I+ TAG 140 AM IAO 01-0 + WOU01113 MM DISTANCE BETWEEN BOTTOM OF PANEL Uf ilIr me (1) To w- lIr ++ Region MAL ww= wTwm Rarram OF PANEL me 0 To w-. 31'r 3/16. v M". Hurricons INSIALLATION DETAILS FOR SERIES 2000 & I 000 E-Z HANG STORM PANEL in INTO EXISTING W09D STRUCTURES /,Vo Lo; $aREws 0 r ac. W/ t 'Ir v'I, "ONE4= FDC"vam , , 4-. LAO SCREMI, 0 A- mt W/ -70 Ous"Ic gm ML4m ow lir III, THREADED PENETRATION FLAT Olt 001k0`E`=U EXISTIND WOOD WADER. rA Do oFQD 9)0� #I&" LM.L 0 FA END 01 W or O.C. W/ FUCTIMIlow (M DUAL t/2. HIAD W3.j6e /3 IV VICTIM* wm "Dwat ROM %A wpa Kff Or vom iF L 3.'14- Ap- POP sw 114.1* %A.& 0 MFOM Or EMM CD 0 EAL 00 Or 7 (M INTAL I 4 4' SOR"W"'N To QLARL 49'el I&ASUP 9 .T. ousa 70 CLAIM. EINJOY OIRALIP3 C&w I -20 IA KADII) w, TOM 12 I1r O.0 16. TNAAAxo PEREIRA a 2, PLA71 AT 30 2OW ON tt WALL ROCAW" FLAT 00 ON ALTERKATNE 2'v SCALE tle­" IAwn 1. WALLIUMS ARE ONLY VIA FOR IRAKOHM WITH A.&D DI?KN LOADS TUP 10 +0G. -7&3 PIK me wsa-S UuMalm I* to 5-- 2- FINI OWN W000 19" CONSIRUCTIOR WOOD %fl3mm TO or SOUR491% PO4 W 2. W1 SPECIFIC DENSITY OF 0.55 OR MIN- H 01 W.M&.A"" #8 ALMONAME IWAV TO SUIT AW IMPALLCION, I TOP INEADIE111l I= ma at". 1/4' - I- NOWE "7101 TAI NOT DOWN IM CLARITY :/4*0 IAr SCM05 0 d'O.0 W/ Ilr wi,,, TNK-ow PataTRATON 'a OWING WOOD HEADER. ;(4 4' ME -9k D-0 OF f) DIDAI 1/" A fl 7 /W WING 0 OF KATE vo, 2'.4, WOW PLATE REOU04:11 PAT WOOD it "COLO" no OR ON Ew mat WE" ING AILTERNATNE 4"W SCALE 1/4�-I' FLORIDA GUILDING COM fWah Votaift MUM- 7­1 GENERAL N07ES MOCUMMENT ME -2 (PLO) HAS MZN WORRIED MR COMARMINCE IN ACCORDANCE A4CHORS, AS W"AMURED BY:�T,wftsuluja. INC INIM THE 20210 (7th EDMON) Or THE FLORIDA KXDM CODE THIS STORM PANEL SHALL N13T K INSTALLED AT HIGH #14-10 PAPAIMATE FIVALE 0 AMD PAMELUVE PLUS ANCHORS. AS MANUFACTURED By am CONSTRUACIM PRODUCTS. VELCICITY wAtmeAME ZONES OAM-DAM / mown COUNTIES). 114'0 LAG SCREWS PAR NJD�S. DESIGN WIND LO" SNALL BE DETIORMINED AS PER $07TION I NO OF THE ABOVE VINTICIAW CODE. FOR A BASIC WIND V 16*0 NOW BUSHM. AS DISTRIBUTED BY ALL POW SCREW. SOLT & SPECIALTY CO, SPEED AS REQUIRED By THE "MOM WHERE STORM PAM WILL BE INSTALLED. AM FOR A D1RVCTIOkAUYY rACT01t KD-OA3. USING ASCIE 7-16 AND SMALL NO EXCEED THE MAXIMUM [kS_Oj DESIGN PRESWRA: FAINGS M"TED ON 94EM C 1) MINIMUM TAWAM PENETRATION INM OF TAPrON ANCHORS WILL BE 1 1/2* AND 2' FOR ELCO PANELMATE PLUS 3. 9 IHIRLI 12 & 77, 16. AMC PAMEUAAUE FEMALE 10 IN ORDER To YERM THE ASM CONDITION. ULTIMATIF DESIGN WIND LOADS DE NED PER ASa 1-16 SHALL BE FIRST REDUCED To A.S.C. OEMCN PRESSURE RATING of MULTIPLY44 THEM BY 0.6 IN ON" TO COMPARE TIM W/ MAX (AS O�) C2) WMKN THREAIDED PENETRATION OF LAC SCREW. INTO THE AVOID FRAME UNIT 94ML BE 1 1/2- NO THREADED DESiON PRESSURE RATINGS MUM ON SHEM & 9 THRU 1 2 & 17. ib. PENETRATION INTO SILK= SHALL BE CONSIDERED AS OF IKE RECILMNED THREADED PENETRATION IN ORDER TO VERIFY THAI 44CHM ON THIS P.E-D, AS loIiI INERE NOT OVER STRICSICO, A 3M INCKASE IN ALLOWABLE STRESS FOR WIND WADS WAS MiES USED ON THEIR MULYSTS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C-3) MINIMUM EDGE DISTANCE OF LAO SCREW& INTO WOW SMALL K AS OWNCATED Nd 11,45 DIRMINIC ACCORDANCE WITH N.D.S. 2DIS. STORM PANELS ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VOWAED IN AC�CE WITH SECTKIN 1602.1.2 OF CA) MINIMUM PENETRATION OF *000 SUSHINIC SMAUL BE 5/0* 1/4 0-20 SCREWS USED SHALL K I I Ir LONG MINIMUM THE AWK MENT)ONE111 CODE AS PER AMIDDICAS TEST LAB OF 11OUTN FLORIDA REPC1IRT3 #0111401-01 AM 002111.02-09, AS SHOULD STUCCO EXIST. AND I' A04MUM FOR WALLS WITH NO STUCCO. PER SSTO I 2-1111 At ASTAI E 330-02 STANDARDS. ARD AMONCAN TESTING LAO SOUTH FLORIDA REPORT IT123MI-10 AS PER TAS-2DI AND TAS-M PROTOCOLS, AND AS PER CALCULATIONS PERFORMED 06 ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CASE THAT PRECAST POW, OR PWAFT CONCRETE PANELS. STIJOCO OR WOOD BOARD$ BE FOUND ON THE EXISTING FLORIDA SJUN14 CODE WALL. ANCHORS SMALL BE LONG INCRIGH TO FRENCH THE MAN MCRM BEHIND SUCH PANELS. ANCtfORAGE SMALL. 13E AS MENTIONED IN C 1), C 2) & C-4) 2. ALL ALUMINUM EXTRUSIONS 10 BE OW -TA, ALLOY AND TEMPER (uw_m CDOWSE NOTEDI), SEE SHUT 2 (D) ANIC"DIRS 94ALL HE WSTAILLED FOLIONVIC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANIA'A"M 3 ALL ALLWAN SHEET METAL USED AT CLOSURES SHAU. HAVE 3105-HI4 ALLEN a PINIALS MAY ALSO K INSTALLED mootoxTAUY Fou.Owm PVALLA704 DETM SHOWN 0% SECnON I THROUGH e (SKEts 4 4� ALI SIM SHEET METAL PAWLS SMALL NI" STRUCTURAL QUALITY STEEL AM A-653 GRADE 00 MINIMUM. G-010 GALVANIZED 11HROLIGH 5) EXCEPT TkAT hEADMO &a SHAU. NOT BE USED. STEEL DESIGNATION W/FY- 912 kv (AFTER ROLLED). A. IT 91ALL BE THE RES-OMUN OF THE CONTRACTOR M WANT THE SOUNDNESS Or THE STRUMM WHERE SKR70 IS TO BE 5� ALL SCRM To BE STAPRESS SIM 304 OR 316 NSf SERIES 00 CORROSION RESISIANT DOATED CARBON SIM AS PER VON AIThCHUI TO WSUK PROPER ANCHORAGE. THIS SHUTIVIR SHALL ONLY K ATTACHED TO CONCRETE $I= OR NOW FRAME BUKDNM 50015 W/ 50 k1I YIELD STRENGTH AND W A. TENSILE STRENGTH AND SMALL COMPLY A/ FLORIDA NUING CODE SECTION 2-11, 33.4 10 EACH REGULAR =M PANEL WITH L94GTHS ONER 90' AS PER SECTIONS 1, ;L *. 5. 4, AND ALTERNAIKS I*, 34V A #01 ON SHEETS 4. 5. 5 A 7 RESPECTIYELY; MOLL KWE A LEME AND READILY WOW MNW.M INSTRUCTING 01011011 OR ITNIANT TO a DOLTS TO BE ASTM A-307 GALVANIZED STM OR AIR 304 SERIES STA04JMS STUL WIN 36 kK MINIMUM YIELD STRENGTH SECURE PANELS WITH ,APPLICABLE RUNFORCDAEKr CLAIM PERIODS Or HURRICANE WARNING 7. AM30M TO WALL SHALL BE AS FOLLOI I I . THE INSTALLATION CONTRACTOR IS YO SEAL/CAULK ALL SHUTTER COMPONENT EDOES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE MADWO to PREVENT WINIAIRAIN anwismm (A) !DIEKSTING POLEM Comm= /4"0 TAPICON ANCHORS AS MAtWACtVRLD BY U.N. SUIUDEX. INC. (W., PAI.) 12, SIGN PANEL INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DPAW41C PLUS ANY BUILDING 00 ZOP" REOULA!IONS 114' a It 7/8* CALK-W ANCHORS, AS MANUFACTURED AN DEWAO INC PROYM BY THE AA"DICTION WoM PERMIT IS APPLIED TO, 1/4'0 . 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY AU POW SCREW, BOLT & SPECIALTY CO. (Mm. r.-3m P4.1.) 13, (a) THIS PRODUCT EMILUAROIN DOCUMENT IF ED.) PREPARED BY TM ENG040OR 4 GEIIIERIC AND DOES NOT PROVIDE INFORMATION I'd-10 PIMLMATE FIXALE 10 & PA411MATE PLUS ANCHORS. AS MANWACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROAECT. I.& WHEINE THE SIR CONDITIONS DEVIATIE FROM THE P.Eg 1/4"O ZAMAC MALIN ANCHORS, AS MANUFACTURED BY OEWALT, INC, (b) CONTRACTOR TO BE RESIMMOSIBLE FOR THE SEUECTION. PURCHASE AND 0411ALLATION INCILIDING LIFE SAFETY Of rws PRoDucy A 1) MAVIAAAN EMEADMEW OF tAPCON 44CHM AKTO MAM CONCRETE 94ALL BE 1 3/4% 2' FOR G= PANELMATE AND BASED ON INS P_ED. PROIAM HIE/SHE DOES NOT WrAIE FROM ?HE =� DETAILED ON THIS DOCUMENT CONSTRUCTION U" AT SIM 13 THE CONTIANCTOPS REPOISOUtY 1 3/4' FOR ZAMAC MAILIN ANCHORS, (C) THIS PRODUCT EVALLATION DOCUMENT WILL BE CONSIDERED INWALAD IF MODIFIED ALZ) C&X-IN & SOUD-SET ANCHORS WALL BE EMBUICIED 716" INTO Tit Pftqw CONCREYE NO EMKWW WM STUCCO SHM1. BE MWr?ED' I/r 0-20 SCREWS USED SHM.L K 1 1/2- LOW MINIMM SHOULD PILI= EVST� (d) SITE SPECIFIC PROWOCTS SHALIL BE PREPARED BY A FLORIDA REGISTERED 04MM 09 ARCHITECT WHICH WILL BECOME THE 40 I' MINIMUM FOR WALLS WITH NO StUCCC, AND MAY 13E WEADEC) SCRIEft OR ALL. THREADED SCREWS W/O HEAD, DOWER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO VALL K RMIQ45MU FM THE BUT WON WOC NUIS PROPER USE OF THE FILM ENGNAUR OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGIMIXK SHALL 3~ 10 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REIMER. A-3) IN CASE THAT PRECAST STIONE. PRECAST CONCRETE PANELS, PAVEMS, STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING WALL OR FLOCK ANCHORS SMALL BE LONG EINXIOM TO REACH THE MAIN STRUCTURE RICHARD MX34 PANELS (0) THIS P.LO. SHA.L BEAR THE DkTX AND ORIGINAL SM AND SIONATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED Ot A. I) AND IN A.2). "WEER OF RECORD THAT PREPARED IT (B) I&. SHUTTEit MANUFACTIA01ER'S LABEL SIMILL BE LWAIM ON A READILY VISIBLE LOCATION AT STORM 1/4- 0 INICON AACHORS AS MANIURACIURED BY I T A IMAW. INC. PANEL SHVITM N ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING CODE ONE LABEL SHALL K PLACED FOR rVIlY OPOM LAKUMC TO COMPLY WITH SWMH 1`7011.9.3 OF THE 11C 0 . 715 ' CALK -IN ANCHORS, AS MANUFACTURED BY WARILY. INC. FLORIDA MALOING CODE. 1/4'0 X 3/4" SOUD-SET ANCHORS AS OWRWM BY ALL PONT SCREV. SOLT & SPECIALTY 00, #14-10 PANIELMATE FtMALF. 0 AND PANELMATIr PLU3 ANCHORS, AS WAKFACTVRED BY ELCO CONSTWICTION 1/4' a ZMAAC NQUN 00401111, AS MANUFACTURED BY DEWALT. NC T 9.1) MINIMUM EIAKW" OF TAPCON ANCHORS. ELCO PATIELMATES AND ZAMAC NAAA ANCHOR. INTO THE �61!)V", FLORIDA BUILDING CODE (MINI Migh Velocity cons Zone)l BLOCK UNIT SHALL BE 1 1/4' 4 92) CAUI-ik a 5000-95T ANCHORS SMALL BE D#KDOM 7/6- INTO THE CONCRUE 300001 UNIT. NO W,C44 7 02M TLIM NC 24 11AW GALVANIZED STM STONIN PAMEL rp� PRIVAI w STUCCID SHAUL BE PERMITTED, VIA! 0-20 SCRM USED SHALL SE 1 1/2- LONG MAIMMUM WOULD ow. AM 11 NOWLIN FDA WALLS WON No STUCCU, STATE Z I I L 1E C 0 one OLO"L PROTECTION PMODUCTS- U�C- q .1 s"w 0.3) IN CASE THAT PRECAST STONE. OR PKIAST CONCRETE PAIGELS. STUCCO OR NOW BOARDS BE F SUCI EXISrINC WALL. 416CHM SHALL, BE LONG ENUM TID REACH THE UWAM STRUICIURE BEHIND 00.)N�r�& rm OwAGAMI-4067 20-175 V7t ANCHORAGE SNALL BE AS MENTIONED 04 B.1) AND IN 11.2) AL Nom"I I CD Cn -Fu > 2 (D C- ­ ca. = 0 0 CU CU 0 -cu Fn 0 C 2 C 0 ICU 0 .0 -&- CU M +- 0 CU > Cn (D E 0 .4--f 0 as. 1 E ICU cn C U z z w mi IMIMUM A.S.L_UMIM FIRLUM RATING (IjiLf.) AND CORRESPOMM 2/4 1/4. 3/4. 4/5. 5/5 A 6/5 COMPONENTS FOR REGULAR, UFE SAF & E-Z HANG STORM PANEL SMEMS PANEL I LIENOTIJ NO sm ONLY FOR REGULAR STORM micom (w SCHEDULE IW/6. 2W/8. 3W/7 4W/7 INSTALLATION DETAILS FOR REGULAR PANEL (SCALE 1/2-l) PMELS INSTA"TM INTO nE. CONCRETE K= at waaa (t) Ir MAX- __ SIXTS 0, 10 &JI) MAX INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1* WN, MK tsri)StllbiiMM AT FACII WITH TRAM QD- & 10 OR I-_ 1.2W -.7w AT TOP OR NOrMM 4 - r T -1 -I- I- r- -I- -I--, r -7 - -r- -r- T r - r -1--T-r -t- -I - 7 -r -I- i _T__1 C= --to A101 0 6 1/4* wrm nucis 0) an T EACH 11010' CONCRETE ANICHORS CONCRETE ANCHORS IW/6, 2 "' W/111, il#�'7 III 4Z law or soews I00 EDSTM FIGURED RVARKID) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH SHEUS a THROUGM 10) SHEETS 9 THROUGH 10) CONCRETE on 7 CoMmen kol;x- Amr MAIGh" &ALVL CONCRETE & wm MMOMUM A.I.O. CONCRETE III WOOD REGLN=. OEM V "L+" OR "L-, (".)a *L+" OR "L-" (ft.) a I'vWMED INSTALLATIONS 43WJK PATRIC NISIALLATIONS t CONCRIME ANCHORS EESCHEDULE EDGE t II+ was a to r- -QUAIL A __j tz'-o* too ---------- ow.) ale tt'-o* pal-101 ff�r .358' U1 BMW FANIEIL OCTAL J .1257 I JUG Jac -2-W - � -I 'w PAIMS SMALL K VXMUM ALMAYS to-- 310 far-lo" -sr UNBOLTED P004WIELS "ft LEFT 10 "MIT 91 111' I= to' lot-01 0 E L VARLAP 1 In 0 DID AT LEFT WE OF PANEL -r- TR= AMOIM WM SM (SEE SECIO)IMS AS U11 'No HUM 406 if -I, f-4' AGO 01-01 01-21 M mcrats As Mm"Lo ar- W_v* 46.0 0 TWO EDGE ITTZ _ _ �4'j - - PANIC. 0.024' (01) Sao we 6�71 ..... GALVANIZIEZ, am W1 NOMMID CORE we 0--j- r-r Sao ir-o* 11-1. ON SHUT 3) 0 PANEL LENGTH ANEL LENGTH CONCRETTE ANCHGAS I- ' I' I __ Mto #,-O, me 71-e EE SCHEDIAX (SCE SCHEDULE itPOP _r me 7,-31 mr-11 (SEE SCHEDULE ON it 7 ON stw 3) �Ck *W 3) ON SHAET 3) _O­ 4u ;.2wo al. . - - - -0 - SHEETS a 4,0 AMAMI It , - - I I I "I 'i 9 EXISIVIC 3) I AILO 81-r a*-e 5" ff-r ?*-#* CLASSM-4 '(;Z ;11EF 3) FAAQ LENM PANEL M WHEOU11 v M.- 562 IADD o-s' org L-7 MAX or V "27W dr-1 - -- @ L_ _ MAK. GLASS no 1". r-1. no I.,. 0'-J' AANL OR 2/4 1/4. 3/4. 4/5, 5/5 a 6/5 oMOMETRIC VIEW DETAIL A I - i ii�T "7- gag Sao t*Iw/6. 2W/6. 3W/7 A 4W/7 ROUNOW CORND 0 ENDS OF PAMWS $&a 91-91 060 jr-r S.-fir (KE sack" ON SHUTS P. 10 Atq- 0 ITO .4p As, �Tww* 7i IF ", E.Q ENO UP W/ HENNAED, EDGE ots* Ir-1. IE.C. 2,379, (N.T.S) Mr 1 ,011ol f-s' a*_III II2" "PAND. IffAffa REGULAR SIQRM PANEL 6) ELIEVATICIa /4 Ir 1010 S.-J. s*-4, M.. GAP T a .091* KEY HOLE WASIER o2.wr ="Oft"p- 3.7w -.750' W OwEIW -1 WHOLE UUM CONCRETE W.= 3105-MI54 ALUM. ALLOW KEY HOLL AT- PANEL 115.0 TAX to" Ia SEE SHUT 6 MR ADOItIONN, 170.6 J-. IREQUIRED. I lk-W 0 " /; ILL " -L"----'- 1 stws 9 TMWUW 10) 1.1?4. ONLY WHEN SOUCI -.7W - Air UW~ if slaw UDM Is I Mlt ONLY was FORT ONKNIX=d PRO 1/4� Using a W/ SIM 2 1 JA wm utwicrLm MARVIN SEPARATION TO CLAM MAIL GAP AM 1.2.w 375" Ma, LEMM SEGIIQN A_ -A twC CIDIMETE PAWNELMATIES MAXIMUM WIND SAM 4 ITO tvI.q.h 1010 SPUD 170 N.T.S. _wmcmm **Mo. ARE USED. PANEL UNGIVI ANCHORS 2 3.7w (in) - (SEE ScHaILAS: ON 1 go. UMRM"VAM RESTFAM" OINM (SEE SCHEDULE ON 125' DO) L+; :r SMITH FOR A DARK PORCINE AS& OEM LOAD. SHIM 9 THROUGH 10) swan 9 TKW" 10) 2,5411- (-.), 30 OR LESS 1. 6 11,4r- AM P,,,:M L� 21111 LV rM GRAIN NEVAJIME A-S.D. DESIGN LOAD. REV. "N7 HEADER 0U' HEADER 1* LK TO r M.,- �33 10 90 7 1/2- (2) FrAccom TO aria%" mcm" = Loaft OM A POSIM A,30 OEM LGAM MWARN Pon LENGTH 114* FROM SCHEDULE. VIO TO 145 1. 71/2, 7 1/2. GNEM MALL 6AVXNLUWJK OEM NMK*N FROM umm 'L� Pmu SCHEOU11- V lot MIAMIEN wraamn PINAM Lexam lKiLazaa Moyaw WALL.1wimm WALL MQUM 4, RM MOUNT [-;1-45 10 IML31 1 1/2* myom L+* AM `1_1� WCTM 2 LENGTH *J* TRACK PANEL HAMM (3) SEE SCHEDULE BELOW FDA MAIL PANEL LENCEN FUN FORM,V QUALOICAnION, WALE 3/8-1- Am" .374' 001-IW ALLOY U 144! MMEJ No CONDITION t WSU"AMS KTO WOOD ARE UNITED 70 I 95 PAt MAIL A.&& DESIGN PREMM PATRIC I(USE ONLY FOR E-Z HANG SYCIM PAMEL WNIMUM I9. 10 & 11 RM MW AS DOM LOMME 411 MAX. PANEL LENG!"d IN -r TRAmm 70, SYSTEM) 6063-TO ALUM� ALLOY DIRECT WAM a USED. .7s, MOUNT HEADER HEADER SIUD TRACK T FLORIDA IMAILDING CODE (Non fth velocity HU UM) :9:0T Alai FLORIDA 9011.01169 CODE (Won Nigh Velocity no Zortal FLORIDA BUROM CODE (Man High welocityy Hu na Zw Bw* ad= I'Llam W_ TO 46' 3r sr 1. w W. 1. OMAN TLRM W. VA Ac. 24 OAK WARRED STEEL SI PANEL DWW MOW .44187 24 IMINE GALVANIM STEEL STORM PANEL 24 OM GALVANIZED STEEL SIM PANEL ON" - - - - ? I11r. .44167 IOW STATE OF IS'XIV VUD ANGLE w 3r 3r 32' 42- 1. w . I r ___ _ i OF SECTIONS 6 . . -- 11LIECO OLOUL PROTECTMI PROW= Ur. E.D. - EM DISTANCE ar SECTIONS 1111A 1E C 0 sac. GLO"L PROTECT" PROOUCM LLC- -r TRACK w 3r 32 ITE STATE C 0 INC OU)m MTECTM PRwucfs, LLr 1. TOP BOTTOM MOLKTINGS CAN BE m S� M vow pfgzw,� AMU w 32' 3r w RI N .. . CIVIL FL 33314 t Am &a 61 vow I= sa w sawart (Sa SCHMULE ON _2w Offiff. M =I�$F,M*4YFY CARL FL XMI- SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY FAIIII, 20-175 M VAN,)w,,w 20-175 co"Aw-,"s, M. twpww� 20-175 BUILD -OUT *r aulw-ffiff Or TPA= @ WASHIERM WINGINLIT r W 1 32- 1 32- 1 3r W W sr IINSTALLATION. MOM sw. NN# I(ZAMIMC 3 ALLDY) ps WAJEAMAcksAltalo TRACK AMME 1 F29 - 1 MOM IN Z414V ALTERNATE CONCRETE ANCINIMIS LOCATION CONCRETE ANCHORS _f5F[ SO4MM ON "' SCIMILE Easym Pam OoAcKTE, stann 9 THROUGH 19) MT v4mn a TAW" 10, on CONCRETE BLOCK i Ta"ATE LEG CONCRETE I -- ----- ED. LOCATION (SEE ON 9HEUS 9 I i Ism an MAX, -4bl* w r CONCRETE qr &C THROUGH 10) MIn w,;m- To (SEE scNa D'A2 ON SHEET PANEL LENGTH (SEE SCHEDULE ON OW 3) 3ax OF V 0 lIr D.C. OF WALL OR SLAB i CONCRETE ANCHORS E.D.- SCALE 3/8-1. E.D. - MOE DISTANCE NOM FOR COMBINATION Or SECTIONS. (SEE SCHEDULE ON TOP All BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED, IN ANY WAY TO SUIT AW INSTALLATION. ANN. EM. -rye-* PANEL LENGTH I E.b. SHEET 3 t (SIX SCHEDULE Mm. FCAS:w SEPARATION TO GLASS. U SHEETS TO CLASS I 9 a 10 MR I (SEE SOCRU ON APAIa LLEKVM (SEA SICHEDUILE IIN, SHM 3) IWAM wx E LENGTH OF 'L I vr MAX CONCRETE ANCHORS (SEE SCHEDULE ok SHEETS 0 THROUGH 10) 2 1/8' UNIG MAX. AMMUM SPINCERS 0 4 1/4- D.C. "M FOR ALL acim to= Am PANEL DRUM PCIUMM CONCRETE: OR CONCRUE a REOUPRED, UINGM PER SHEET 3. I* VAX LONG ALUMINUM SPACORS 0 12 llr Ot (SM TAKE 01 ON WALL MIQUINTING JQMW, SHEETS 9 & lo�) MQUIq W/MPACERS (M Olt 10 SEUMN A WAS 3/8-1* INSTALLATION DETAILS FOR REGULAR PANEL (11 INTO WOOD STRUCTURES IS, MAW cm SCHEOULE /_wSCHEDUUE ON SHEET I I) ION SHEET 3) L LENGTH WOOD ANCHORS I (EASE SCHEDULE CSEE SCHEDULE ON ON 167 1/0 &4EET It) MAX. I I OF 1 LENGTH Ito $tEou0m tED I' MAIL LOW ALLAVIAN SPACERS 9 It I1r O.C� (SEE I I ON SHW I Ij SEE NOTTE �U" FOR UANTATIONS FOR I 1/2' LOW $Lnw$. 70 own PANEL LD41TH PANEL LENGTH r_(SEE SCHEDULE ; i (SEE SCHEDULE ON SHEET 3) 1 (SEE SCHEME ON SHEET 3) t- ON SHEET 3) -PAMM MILIE FOAMS ID OR PANEL RATE - (SEE saimuti: ON SHM 11) I'T= I2W WOW - GLASS (sa SCHwLxx__ fXQUIRED r ON %w 3) pwtECT MOM Wz SPACER IALTERNATNE 2r_ SCALI SHEN ON 11 FOR MAX. PANEL LENGTHS I0 12 1/2, O.C. SEE XA110 DESIGN LOADS FOR INS INTIALUMION. or V ! MAX. 0 12 112- O.C, WOW ANCHORS svaamu w/ S" WKIN IIA MIN ME I Iff UNG 9'. CODE SCHEDULE ON It SHEET 11) 0) MftLVM 0 LEARN 70 A ARE BMW PAM= WAR MT-r 2*.4' WOOD MAN VON AD& ""ff Mo a A ommcfmm FRED!! Aw PLATE REC" WAGON NNW CAVAN" moo= on sw I I). OLM STAGGERED V1 SLID 00 SW 3 MR, K I- MIN. MNMM TO WOOD To I - . ,_1 MICRON Go" TAW CAMPAIGN IA=wn 110MAILE 0 am (SEE SCHEDULE ON LOW As THE QUIRED94EET 11) WITH, y volume =06 (1) MIRIAM An gem wam a ft 40 P'Af. (3) MIA 24 thK FAML UPGTW 8 UMM 110 w ff AM UPOM =MOW mm wm omm UDOW MADRID am GO WOMAN smw PAU umm 6 WAU M Mww OW it). ALTEOM 2w sm wou. a At swexecoN WALL MWNTM (3) Sam Fwa samumloN 4 aw SCALE 3/8-t' um wwm " ON OLY AITERIIIATIliff 1W Mo AN =me om fwm wiw I Al ODUM of MITM 9-"" BUMW so THE MIND rft EM" OF TWE Ron" SCALE 3/8-1- ") gouLL4"w WAA 00 IN wm OULOW CM =I= 1. A & 3 AM AM E FLORIDA WIELDING CODE (1111an High Velocity Hurricane Zono)l No. 44167 NOTIE FOR COiGINA31ON OF SECTIONS: 1. INSTALLATION AW ONLY VALID FOR MIAX, &SO. r&lm W_ 24 GAM WIVANIM STEEL STM PANEL DESIGN PRESSURE RATING (Ps-f) MO PANEL UENMS TOP A BOTTOM MOUNTINGS CAN 13E AS PER SCHEDULES ON SWEET 3 (EXCEPT FOR TO TE00 IILIECO�E,,, am& PROTECTION Pmwm Lm COMBINED IN AW WAY SUIT AW ALTERNATE 2W) 4003 Lo. 61 sow 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TO SEE WMERN PINE No 2. W/ SPECIFIC 20-175 MEMBERS NNSfTY OF 0.55 OR EQUAL 44,14HI - I �l _111141 ism., WOW ANCHORS (SEE SCHIEDUU: SNErY It) INSTALLATION DETAILS FOR REGULAR PANEL 111) INTO WOOD a WOOD sZnut _jLx= ANcHaRs ALTERNATE WOOD as*m we (SEE SCHEDULE ON (SEE SCHII)JUE ON ____Pv MUM We, sm ca EETSHUT It) Ss " A/ 10 t/2* 0 I; ve Ole. mm. .10-aw. wamn 6 �2* (SEE SHEE, 11) L r SCHEDULE I ON s"EETr 3) IRRATION 70 QAS& wr smam ON 9w 3) Zo _F V MAX PANEL LOOM -4 PANEL LENGTH (SEE SCHEDULE ON sNw 3) ION SHEET 3) or OF Al2 112, OC t1/41 WOOD REOUIRED 2i4- WCOID REQUIRED 0. -2- kft--- CM= AMD E�= upubmwis ALTERNATIVE 4W RUISM Mir ALTERNATM 3W NOTE FOR COMORLVJQN OF SECTIONS., 1. INSTALLATION ARE ONLY VAUD FOR IAAX� A_S.D TOP BY BOTTOM MOUNTINGS CAN BE DESION PRESSURE RATING (P.& AND PANEL LENGTHS CGMSMED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEA NWALLATIDN, 2. FOR MEW WOOD FRAME CONSTRUCMN., WOOD MIEMBM TO BE SOUrHERM PRE No 2, W/ SPMiFIC DENSITY OF DZ6 Oft EOLAAL FLORIDA BUILDING CODE Cn =3 ICU CMMMM 0 (n =3 co 0 cn ICU M LLI z z a_ SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VAUD R REGULAR, ILIFE SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS I OR =0iMlo 31OA-11 00 2'. r. AW 3105 "_i4_pRf r", wm NNW saw -Tv AjM COUT AM no Aj_oo ot &r immim MoNE I Ale UPCON 0 Non, POUND 1 1/4*1P ILMOON, CONCRETE 1ILm Or' 2 1/2- 2-1 cl �_ CLt. -� REDURED U-4 OR(b low wOOO Ft" Ralumm w4F 010111 & _12- r. r: mrvw�_ LEV L01501VION r 1 10 r or Ams, cu .7 Do ACUM. AWLE ON 100, 1 4w =11&4 SKI,? POURED CWCRDL cmcmm METAL ft" 'Lt X A ILOCK IN 2W WOW MMME 4 REOJM 31c" r X 4' 1 X SOL-1111 AUDY 2 112' 2" CONT. ALIAL AMOUt - - - - - - - - - - M.. GAP wL 4' Aw 3105-NI4 01 4093-M ALLM C-L Ab- ANILE E A (PLAN) CASE 8 (PLW CASE C (PLAN) CASE D (PLAN) SCALE SCALE 1/4--1- SCALE 1/4*-1' SCALE mjl�_Kr am CALK-W 00 OM PANELMME At 711W 0 AND OR an FAmawn Ijx POURED OR 3%41 Wow som w OPP" somul (NN. Fmma, CONCRETE FWM 11GOVARED AS APPUCOS I- -comw wrow to it) r-O OPMK WOM) comment, compom woum ow wm now op Va. VARIES 'a OR4 sees Dot 0014111, 70 T M. WALL .EW CUT Do fma) 01STANCE nm CASE G (PL&D r, ......... SCALE 1/,V.I- .mm., zll.*� 3rE V" FOR DOW MOW INSTALLATION ONLY do E CEWTIFU PRIM INSTALLATION AT WALLS W/ 44 1j8 7 SURFACE LEM WAC04 WITHIN 3/4- No. 44167 FLORIDA BULOW CODE (lion High Vwelowdt�y NwwU "a Zom) CASE E (PLANJ CASE IF (PLAN) bTATE OF few AmmO AL 24 GAGE CALVIN= STEEL STONNI PANEL oom an 01 tow".. Smy Ile -I* SCALE 1/4'-' GLOBAL. PROWWN PROMM LLC. Ulm, MEL 4= 1.01. 111 snw QWL FL M314 1106-310, ft UMo)NW_sW 20-175 "IM MA. Cko=?$o DOWN; ft PIE KMVWJO� IV= &H, J, O'Z 44167 &=two (VAUD ONLY FOR PANEL (DINSIALLATIONS AS PER ALTERNATWES IW THRU 4W. ON SHEETS 8 7) I". ALS. . DESIGNO PRIVISCIRE RATING (PAS.) MANIMIN ANCHORS SIVACINS MR LO, - AS SHOWN ON SHEETS 11 Al I APPUCAIKE TO Go ANY OF THEM MLVNW PANEL LENGTH IV TAPOON LAO SOM PANELMATE FEMALE 6 PANSAMTE PLUS BUSHING; 13' 1 r 13' IT IT IT IT IT IT is OMPMO a I/e 12 1/2' 0 1/47 OR Ir loom LESS r 1 13" Ir 13' 13, (TOP) +46.- 45 LESS 13" Is- 13" 13, 13" Mom) i Ir IT 13' 13 13, or 13' IT r 01111111010) 61/2- 6 Ir a 11r a Ilr a I/T (W) - 0 1/4* 12 It e (port-) To 4 1/2- 4. 5 4 11r 007TOM) to 1/2- 9 1 (TOP) tr IT 1 Is- 13' a 11r WHIEN SPACER IS SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOAM MAK PANEL LENGTHS USED. COMIESPONDING 00LY TO, ALTEIMM 2W ON SHEET 6 IZMIR MX, AS.D. DOWN PRIDISURE RATING MARGIUM ANCHORS; SPACING FOR CO. AS SHOWN ON SHEETS 6 A 7 ALTURIOM A"- OF YM PANEL LEWL (ft') TAPOO111 LAG So" PANELMME FINANLE 10 PULIS W= assets; Ir I I r I r IT ;71� IT IT or or r - Ito monow) ___ 0 I/r 6 11s, a 11r IS 1/2- 5 11r "Or) 61/4- 12 I/r 5 114* (1017.1 r_O` r 7 1/2 or or on Ums 7 1/2- 6* Ir sw MOTION) IT 13* 13, 13, IT m o,+411. -45 To +75, -75 IT I r 13, 13' is' IT IT 13, IT to* IT IT IT IT a 1/,4v* I'm MOTION) a 11r a I Ir:r a 1/2' 5 lIr 6 1/2* (w) 61/4- 12 11r a I/*' p"T M 70 4 tX 7 112" 51 1/2* a. now IT 12" 1 Is- IT 51/2' 13, IT IT is, IV (Wffm) I SEE TABLE #1 FOR MAX ALSO. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPAM IS VSED, CORRESPONDING ONLY TO X70MIE 2W ON SHEET 6 TAKE J1 A &M DOM LM MAXIM Pma LENOTH 40 PSF OR LESS 61-r > 40 PSF TO 50 PSF 6,-r F> 50 PSF TO 80 PSIF W-10" W/ PANEL MATE MMALE ID OR PANEL MATE PLUS 1/2- OPC. IONS A MAK. PANEL LENGTHS AM ONLY VAUD MR INSTAUAT ANCHORS W/ PANEL LOOM E"TION 1* mw� ON Dow 12) GLASSL Los EDXGSTM CONCRETE BLOC" REQAM ANCHOR 121 0. SEE SEM 16 a 10 I= ANCHORS "K 4 SANONG FOR 06WALoffas mom wm nvm KNAOM a"= ON lemeRa onnum ANCHOR! SPJA*o my "101,101m; W$an me" ON smau IT INS FOUMM FACIM FOR 116 OROMMONIO K POSS&L RWU= VACM CAPPED UUOG OCTOR 311104. WX ME LM n4kO NUNN VF0111111 6MM M L404 ANOM TfK ON 7m 1/4*1 1/4 Allow VON ___ - ammum, memom Va" w 3 3 3 3 3 1A rft_,pgog MK m am= No RCM . ..... 3 'Ir CONCRETE Go RCOL"W. WAILL Ila so" 313.1-M X 359 6' PANEL LENUT v MAX SHEET 12) (SEE azimnom 31 I�A MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND COPMESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIELWINSTM=1011VIS INTO CONCRIM & CONCRETE BLOCK STRUCTURES (VAUO ONLY FOR PANEL(!) INSTALLATIONS AS PER SEMM I TMRU IS, ON SHEETS 4 k 5) VAX AS.D. OEM PRESSURE PATMG (p,wtj KNO" ANCHORS SPACING; FOR M Lo. PER SCHEDULE 11CLOW III AFFIACAKE To smnm WMM PANEL ot) MAX A.S.O. DEM PRCSSUK RATING (PA.0 IMMMUM ARCH= SPAM FOR MIN L& PER SONIVOILLE 01110111' At p", ('L TAPD0m SOLD -SET PANUMINE rEMA 1 0 1"Adum "As Z�AANWC I CMX_4w TAPOON SOUD-M FEMALE 0 RIG Z$MAC-W" C"­oN IV is 10 5k 10 10 10 OF THM. 10 -ar soj_ to 10 coomm so iTI!, A.,/. OF THEM i7w) +45. --4b LEIS IT Is'- IT or is' 13, IT IT IT IT IT IT I Von LEN .4k -45 TO IT , ' r IT or IT IS IT IT - IT IT IT or it 1/2 1 mn jr IT IT IT is- or is, IT ir IT 13, IT IT I (munum) 13" IT IT IT IT IT IT or IT IT IT it 1/2 1 (NOTION) I IT IT IT IT 13, IT IT is' or IT IT IT IT IT IT IT IT 13, IT IT IT 11 1/2 2 0 IT r 13' IT Ir IT IT IT IT 2 OKMM) is' IT IT IT IT IT or 13 IT IT IT ll t/2 2 (Immo IT IT IT ir IT IT or IT IT ir - IT 3 crom 13, IT IT IT IT IT or IT IT 13" IT 11 1/2 4 (W) _IT 12 11r 12 1/2- a 1/*- 6 1/4- 12 1/2' 12 11r e 1/4- 4 1/4- A (11011101M) 6 Ile TIW 3 Ar r to. r w r r r 1 0, G* 7 11r 4 ClOm --r- 5 11r r I a, r 6 1/2' lo' 7 lIr a, r . r v or r 1r, - 1. - 4 (WITOM) S, _r - S' - 4 (901W IT IT Ir IT or IT IT IT 13, is' 13, IT 5 tw) IT IT is, or IT is" IT IT IT is* Ir 11 1/2'0 M -IT IT Is- IT ;3 r IT IT is* le IT 13' A 10"MoO IT IT 13, IT IT IT 1 r is" IT 5 001111M IT IT 13" IT IT IT IT Ir IT 13, IT is' 13' IT IT IT IT IT IT IT 13, tr IT 11 1/2'.6 POP) 1/4* 5 1/416 i/4*_L.=/4* - - - - - 9 1/4* ilels R MWA, $1/4- a I/e a /IV �44. - - - - G.Y4 9 %leis wort.-H IT 13' 10 11r 7' -.;- ir r 7 1/2 5 1/2 IT 3 4 1 IT I mm TO or w or IT IT I . 1/2 IT 6 17F i 77 817F IT 5 i/r I Cron w_r TO IT r - IT IT _IT IT 9 0 IT 91/2 to 1/2 7 f/2 Is' 3 r I MOTION) IT 7 llr IT IT IT 10, or IV it* r 13' 6 fIr I (ODTtom) IT r or 10 vIr L3: -r IT 7- 71/2 31/2 r IT 4 1/2- 2 MM IT r IT IT IT 5 11r, IT 6 i/rIt 11r 6 11r is' 5 11r 2 M IT r 13' Is, IT 0 1/2 Is- 21/2 10 1/217 1/21 IT IT 0 11r 2 morw IT ? i/r IT IT 13, to* IT to' I it- r Is- 41 11r 2 DICTIMM) IT r IT IT IT Lt 1/2 IT 9 1/2 10 1/217 1/21 IT 6 llr 3 (TOP) IT 7 wr IT IT 13, lir IT to* it' r IT 0 11r -1/4' 3 CMP) - - 12 1/2-12 ilr Tt74 6 1/4* 12 1/2* 6 1 - - 19 1/4' 6 1/4* 3 (BOTTOM) '2 1/2-12 11r 6 t/4o a Ile 12 I/r 12 I/T i7l_/4- i 3 WITOM) r r 6, S I/e r - 3 I/e _ ___ r __!�4: 4. 4 1/2' 1. 1/2' r Z_(jjp_)_ I 11r r r r r r r 4- 4 I/r_3 WIG 1/2' r 4 PM 5 11r it 2 17 11r 4 MOTION) Ir 0 'Ir or 9 11r 10 11r 7 1/2' ir Ir (w) 13" to yr or ir IT to- IT to- !Tr 1 6!lr ii 13, 7, IT 0 V/2- is- 9 11r 10 1/2- 7 11r IT a /21 5 morrow I r 9 lIr IT IT IT I** or 11 it 1 , '72. IT r I IT r ir�� 7 1/2, 5 11r Is /2;16 (TOM r r ' IT IT a 11r IT a 11r a 1/2- is - 0 1/-v or/4, I Ile 9 1/0 6 Ile 16 11eloo 114.16 XNE OW 11 fee RANORS "K IWAM I= MMW" INTO OW I"& IUUNM 0 WWW AN1111011 V*O= AND WMM WK OMMM ARE KWAM ON THS 109DUM Not LO LESS 1101H WOUD ON 90VIDAK M= AMOR SffilXX Iff "M"& SPAWN SHOWN ON SPIODWE Go THE PM"MO FAV10111. R11 %ft OPERVID111 10 K POSML MEMO SN"1111 O1n1VMED &04 MM POLL AM K Los$ TION UPOW SPACNO WOCATIM 010 EACH 440HOR ?WE OWN imm ANCHOR Im wo um" Now" pacom on.) 1 3 3 4 2 1jr a in -_ 1� � 1 3 /r r 3 a tIr I = pjK1 pmm am so 3 .1 1/r 3 jr 3./a a iff mm so WNW Xw IVACION 1/r 3 1.15%MSEE rE SWINGS OKY VALID IS', DESIGN LACS VAX. AWL DOW LOAD Mkow PANIL 40 PSF OR LESS > 40 PSF TO 50 PSF 6-2 SO Pw TO GO pw V-10, A WX PANEL LL49M AM OMZ VAUD FOR INSTMAXONS Wl SOLID SET ANCHM W/ "SPACER AT 12 1/2- D.C. ---ANCHORS (SEE SECM4 & kTONOM ON SHEETS 13,14. 15 416)­­ 3' MAX, +R- A/i3. R-2A./M R-3A/K NR-iB/13. R-20/13. R-33/14. r imx! I '. No, R-IAW/15� R-2AW/15. R-30/16. +11-111110/15. R-28W/14 R-31 W /16. ; 0 0 0 0 0 0 .11_201`1 $.S. BMTS w I USE FOR PANEL MAX I ! I PARIL LENGTH OVER 7'-G*) I , : I ; i , . NEG" PANEL ST PANEL lr-r 0 .40A -40.0 W. !REGULAR (W/ OVERLAP mat Powim. UMTM NLY) ------- J�,� ------- -------- PANEL r-r Is +aoA -64.o W. "LIP MID PANEL LOOM VOLT) USE 2'-W MOL PARM LOWN 41 -1160. AT ALL MOUNIIHIS A S.S. MOLTS 4p, AT EAL OVE L/2 I-T _4 -------- CHES A TION 411 LIFE SAFCIV_ PANEL BOTTOM CORNERS 0. q), D.M. � ! I -*WgFIAP- or wm wz �y WING HUT AT LM PAM EXTERIOR RIGHT PANEL r sormuTtoms OHLY VALID FOR Wow -2A/13. W-SA/K R-19/13. It-n/13. K-WI4. SPEED UP 10 170 -Ph. R-IA/13. R �R-IAW/13. A-2AW/15. R-3AW/16. --IBWII% *-ZNWIIS. R-31101/16. It NKNORS; (SEE KClIOmS A, ALTIVIN&ATIV13 ON SHEETS 13, 14. IS &121-- 1/4. ma. CAP IJEE SAFETY STORM PANEL 6) EUagION (t) 71- i! WALE 1/4--1 REGULAR S-rom PANEL (MIN 043W .1 small IMLL" STORM PANEL QW L ft. I zz­; ------- --------- ­ wac _0vm 2S Z__ I In seo�g pmdl FLORIDA B"NG WK (Won High woo" Nu one Zone) MERIOR ........... U UK GALVANIZED STEEL STORN PANEL GLOBAL, PROTIMM PRODUCTS, LLC. F.P. WAO W SECTION A -A -> ­e. SCALE 1/4 -1 -mm, ftz� HIM S.W. 61 WNW 0101L FL Sri. plow. ("4)no-7"4 MR: 20-175 ek4up 8. &%I= A. a i ncm aut 0 INSTALLATION DETAILS INTO EQR UFE SAFETY WOOD STRUCTURES PANEL 6 > OZ N" 74) Y, MAX 2 7, c MASS 0, #Mfmmw I -leor" - -. J/ J umm I MAX, I I A I 'V mw PANEL LENMW (SEE ELEVATION r__ LENGTH (SEE UrVATION ON SHEET 12) - _! v 1,.. PANEL. LENGTH IL W- sm pApa kpano On EUSATION On SH10 12) SHEET 12) i I* AWL It I �T. U3 I L/2 I TO GLASSL _q) r r, 2.0 Wom, PLATE is AWL TAPDON IAPCON AHC NOR 0 v 0 oc. STAMM W/ STUD W/ SRO No REMAND K.4; WO9QL p a REQUIRED I V4 -0 !An -mom 1 ty4-0 *.4" wow wow 1E 0 a D.C. RECLOW Mum _j Haw Wiff P Jhlaptwi R. VINNUOLM km T JUNGMEAPAINEL mm 1. INSTALLATION ARE ONLY VAUD FOR OLS AS =N PRESSURE PATINGS (pm.1) AND PANEL PER ELEVATION ON SWEET IL 2. FOR WOW FRAME CONSTRUCTION; WOOD .44167 IN STATE FLORIDA BUILDING CODE (Mon 100 vwew�odty Nwu no Illmm W_ 24 UK GALVANIZED STEEL STM PANEL WAN ft GLOBAL PROTECTM PRODUCTS, Lm 4=161.01I NEW MEMBERS TO BE SOUTHERN PINE ft 2, W/ SPECM C .... Mom PAX (Mmw4m 20-175 DENSITY OF 046 OR EQUAL .... O'CON719 MAXIMUM A.S.D_ DESIGN PRESSURE RATING af.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIELM INSTALLATIONS INTO CONCRETE & CONCRETE B=K STRUMItES (VALO ONLY FOR PAWL INSTALLATIONS AS PER SECTORS I THJW 6. ON SHEETS 4 & 5) MAX ALSLA DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR WIN = PER 1ICoI13DUUE 111111ow APPUCAILK v; swncm ukuKo PANIM. Y MAX. A.S.0 CES" MA1011113111 ANCHORS SPIAMING IM M ED. PER SCHEDULE 1111.011 APPLICANUE PANEL v UPON MUD-W PAIIIIIN"m FEMALE ID Z4MAC-k4AJN a ANN' JIEMALE 10 PLUS __&_ -_ IV 114110 to -_ In " 10 mom 3k 10 comom 3k 10 cmipivm r 10 ap� -1-0 70 cNAM 9W >+Ift -45 To +75­75 IT or IT IT IT Is- IT IT IT r IT lw I crop) W_r OR LES5 "75, -75 To it -ISO IT r IT 101 IT 1 1 7 I/r 5 llr IT 4 yr I (w) OR LESS I - IT it" IT 13" is* IT IT or IT 12' IT our I poomm), Is- 6 11r Is- or Is- e IT - 9. 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IT IT IT IT 13' IT 13' W IT 10* 3 WM94 IT 7- IT IT r I wr IT 9 ]IT lo tlr I I/e IT v Is mmyom)l IT it' IT or IT 13, IT IT IT or Ir to" s Coup) IT 51 IT to 1/w IT 6 I/r IT 6 1/2' 7 vr 6 11r IT 4 'Iris m 1/4- a 1/4- a Ile a 1 a 11r I Ile 6 1/4' $ 010TY."). 6 Ile I 1/** 1714 _ 1 1 1* __.�F 1 I/e Lt 4 * - 6 1/4 6 1/4*14 Mn.-) IT 7 172 - IT - - or - --- is- mr __:_ IT or it' to. or 6 I/Z' I (mm - To W-V 1 _JL IT r IT _ .,/, . IT . r,/p IT 4 1/2' 1 (W) To IT I i/r IT 13' IT 10 t/2' IT 10 11r ?I 11r 11' IT r it (Wrmm) IT 6 L/K IT IT IT r or r to' 7 1/2" IT C I 15, 7 I/r IT Is- 1 IT le I IT IW a*- 13, a I/rI2 (Too) IT v IT 10 llr ir 51/2- IT 9 11r 7 I/r 5 11r IT 4 i/r 2 fnr) !3; 7 11rj IT IT IT 10 yrf ir io tIrri _11"_ 1/2, 8, IT 71 12 MOTION) IT F­ , LT IT IT 0 11r, IT 9 1/2* 10 11r 7 1/2' IT 4 11r 2 (9011011) I 3 7 i/ri IT or 13' 10 IM 13' 101/2111 IM S" IT S r 3 (TOP) IT r IT I IT IT 0 I1rj IT 9 11r 10 1/2 2" IT r 3 Cron - - 12 1/2-12 11r 6 t/4' 6 1/4-12 1/2- S 1/4' - 51/4 I/- 4 1/4' 3 0WIMM) !2�12 'Ir 6 I11V /4 !, 12 I/e 4 1/4' 61/4 0 1/4- 3 MOTTOMI 1 1/2; 31/2' V r 7 IA 2 41/1 V 31/1 r r r Z-6j;T_ r r r 3 1/2- 7- it Ir r r r r - r - 4 MOTION) 11, - It 11r - r - r 51/2- r 4 (MOTION) IT 7 t/r IT IT 13, to iff Ir 10 11ril 'Ir 8* IT 7- 5 croup) 13' 6 1/2' IT IT IT r IT r ir 7 Wr or r 5 (TOP) IT 7 ilr is* IT or 10 1/2' IT to i/ril 13' or r IT or IT 1 1/1 IT 9 1/2 10 A I 11r IT r 5 movicoo IT 7 11r 13, IT. IT 101/2' rr- TO-W �l ­oIr IT v IT 13, 4 11r IT 0 1 IF 7 i/r s UP .1 1/4 1, ,,, 6 1/4' 1 1/4' 1 4- 17 4 1/4- 5 MITT-) 0 I/C S 1/4*.g 1/4* 9 Ile su ow 11 FOR mo� ?m & WACRX MR MMSAMS we "m omw suuwx on" mom ormomms No wevem not Comm Amt Immorm, ON I" scoommAx. Fam LA LOX 11011 PWAM 00 SMAIDLU NEDUCIL AMOM SPAM Of "IftWO 111001111 smm ON 11:141AL" IN THIC POLL"" FACT= mill Im OPIUMICK TO K POML I== mm wwo uma W11011, woml. Not K vwm voloesso wroom moo0ago nom EACH AnCHOR rME Loss ON IDO I _j 1/4% ANOM lift WPM =1* UNUM MOM IWNWIG OL) 3 A7M'. 3 2 1/r a I komminAlm i 00 3 3 11r I 5 3 'A' - JVr 31/2 3 IN ammot MAI rm� sm ROW ONE OMVM gal "am Vr__ OAS __mw_ -_ r V" WHEN Sw SEE I MAX A.SA WR r=%ONLY S S�A= WE DS Go MAX PANEL :e N a 1 IF." I Rom ;N1 I j =_:44 A- - --- CONCRETE SLOOK E.D.0 E.D, 3/4' I i "Now am Y-41 1/4-0 TAR ANCHOR 0 L .; M­ PANEL LENWH (SEE ELINIATION T-1 ON SHEET 121 0 tv poll I "140 WCON I r D.C. i EWSYM POURED CONCRETE ON UNORIEVE SLOCK REQUIRED. 0 REGULM PANE -1 V I MAX C PANEL LENGTH (SEE E10031041 ON SHEET 12) $Ot smm to A, to FOR ANCHORS TYPE a SP09M ADA ff4OUAI*4 sm DOM OM FAVE UNBOM MON" AMM WOMM AM MOMAN irom mom SUNNI w 3 Wmw "m welOo" 3 ONE DWV$a ARE 011DRIATED ON on $04IMAIL FOR LO. Um low NOCITED ON SOMAJE MM ANCHOR VACON Of muuftvm 10om Imm - 504MLU Or 1149 #V.L~ FACIM FOR loss 014010110141 TO K POSSOLL REDUCED NVANG coma us= mcm So"LL MOT IN LOG IHAN 2 i/r VOWAIM WAGON somm to Dow Mcmm 1111-E ON THIS 1 3 1' Non. PARALM 0 GLASS. LOA ED VALE is a "D. DOM LORD WOW PANEL LENGTH 40 PSF 04 LESS G..,. > 40 PSF TO SO PSF 6 -2 > 50 PW TO 80 PSF 5, A IAW PANEL MWHS AM OM_Y MALID FOR WTALLAT04 ANCHORS W/ SPACER AT 12 1/2- D.C. Is/ SOLID SET 1/4-0 TAR ANCHOR 0 [01 KFORFAIN. ;com Do T-w) L. MOUL j PAHEL LENGTH ON V2 VIA "_j * 9 TAPCDN ANCHOR 0 9" OX, -CWT4CONCRETE OR 0". FWAW40. SECnQKJL-2A a RECULAR FjjRB LoHno", MAIL. 70 MASS, A, NIM, L* MAX G` PANEL LENOT14 : (SEE ELLVATM I ­ - i ON SHEET 123 __7 1 1 r I I-— mpcoft ANCHOR 0 91 D.C. ENS11114 POURED CONCREK OR -10olcomm NA= snumm WgM P_-22 a LIFIE SAFM PANEL INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES ji 77�7 i AM HEADER ozoost 7 f 19=Go, 9 v ox, MAK 2"\ EM I ? -16' 1 1 't" 0 V MAIL. A PANEL LENGTH 1 PANEL LEMWN (SEE EXEINVION It (SEE CLIEVANTON ON SHEET 12) ON SHEET 12) 1,-M[.. L/2 7trEL- I is IN m! T, saw= ED. -7-7 f� 1 2-.1- WDW_ 2**4* woo - � , , PLATE PLATE REQUIRED REOUM -A j 21, DC A Twi Wo .... wit", P4. Tkj SCALE 3/91-1- FLORMA KHLDING CODE (Mon fth wocity HU om 11=1 W- F.P. 24 USE GALVANIZED STEEL STININ Pam 1. iNSTAUAMON ARE ONLY VAUD FOR MAX. A.S.D. STATE DF : W/V/� DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LLC. IL ECOme PRODUCTS, LENGTHS AS PER ELEVATION ON SHEET IL 2, FOR WV WOOD FRAME CONSTRUCTION; WOOD TLW Tcwrm a floods &w. 61 gnm Ow- 1L 3m4 MEWERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC. Allow ON)OB�7*M vock 0")Bw-M 20-175 DENSITY OF 0.55 OR EQUAL a�-�to M-1 m win- Omme - DWI& or to ---------- -0 > CD Qw) 2 cc 2 c -6-0 -0 O_ C/) -cu ­0 -E cn -0 0 EL c 0 - a) C) 0 Lj_ 0 cu An cn -0 (1) U) E ZO CU 2 CL :E m -6-0 U) CL w mi CW2 cn CIO r- C= to C-Z C14 Lj- c- C14 C= E- 31. U c) CZ I= c: UJI < z z < cu > CL CL cu SHEET NO. SH 1A - - - I __ 11 1 .Jh.EZI/18. P-EZIW/18 NOTE N$CMM =YKIN 01 & ALVIDINAW& 12110 ON Saw (SEE _0`4 _3/15,* ALIA~ POP $11YET 17'ou PANJ) R I R PAN (KTERSOR PANEL) OF 'I, (END PANEL) MAN SEE NOTES 2. j 3, SEE NOTES 2. 3. 4 6,-0" I VAX. f PANEL LEN Vo P..t Ts SECTIONS APPLCABUE) L (SU 5" T OF 'L' [T MAI, HTTF 3- M_ a* I. �. 3 jlIE1 T* VIA, ANCHORS '-(M SECTION EZI A, ALTERNATIVE ICZIW ON SPECT III) EZIW/18 TYPICAL ELEVATION EOR SERIES 2000 E-Z HANG STORM PANEL 01) SYSTEM M SCALE: 3/32*-l" t- ------ __ - /4, M". MAP lz� SECTION A -A SCALE: 3/32'-1" AZ11.101:77 tENGINEE-RING w� I E11,41:31NICEIRING EXPORILIBB40 PRODUCT EVALUATION RzPaRT SeVember % 2020 =Number lZW.I-R2 Number 2IN31543 Product Manufacturer AN Amoncon Shutleas and Glass MawlecturarAddrow 164ODormsRood ININM Pairn Beach. FL 33409 Product Name & Description: 24go Golvanind Stool Storm Panels Loop Missile, Impoot Redd" Scope of Evaluadow This Pro" Evaluation Report Is Oaft Issued In accordance with the requirements; of Ihe Flarlds Depar"nord of Bualness and Proliesshmal Regulation (Flarlds Building Commission) Rule ChqAw 61 G2D-3.005, FAC., for statewide acceptimoo per Molhod I (d). The product noted above has Dean Needed VmdW evalluoted a adommeallad heroin to show compliance MM Me Florida BaNdling Code Severe Men (2020) and is, for ft purpose Intended, at bead equivelont to thall required by ft Code. Ro-ev"Oh of this product shaff be required! IcHowing pertinent FWW9 Building Code modificatiorn; or rovw". Substanotong DM. . PRODLICT EVALLAAMON QQ1=ENT11 FX drawing#20-315430ad 749sGalvanized SNRN SionnPonels hVHZ& hlon,�, shostsi-S, prepared tri Engineering Express, signed & soalea by Frank Bannardo. P.E. is an Intograll pot of this Evoluallon Report - TW REPOM I.Indorm skft shucturall performance has boom tested in accordance with TAB 202 test slandarcis par last roporl(s) OBTASG-17-001 by BWckwgw Too", Inc. Large missile Unpacl resistance and c"ft leading partormance has been In accordence ma TAB 201 and TAB 203 tam standards par Meet roport(s) NOT-ASO-17-001 tri Blaclawher Testing. Inc. . ATILAMIRAL ENMEERING CALCULA7MM Structural aralinearing calculation have boom prepared which evoluale the product based an Comparative and/or national onallals to quality the fallowing demo crileft: I. MaknumANow"ISpens 2. MiramarrI Allowable Spens 3 Minimum Gins Separation 4. Aitchor Spacing 16D SW 121* Avmut SUITE 106, DEERFIELD BEACH, FioRSDA 33442 (954) 354-0660 1 ($66) 396-999 9 TeAmOEVIolm6talloGEXPRISS. call E "GIN&EXINGENPRISS.CON Is LAST PMEL(DTO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED OLE TO FACILITATE INSTALLATION IF WTE14DO 1. BE -.jkLr1xINSfDE OF' STRUCTURE. I NOTES 2001]� E-Z HANG STORM PANEL SYS" L . Coot, TRACKS TOP & BOTTOM. (2). END PANELS SHALL AJLWV WC"ECTED TO BOTTOM TRACK OTHERWISE A STOP EAR BE PROVIDED AT TOP Of SUCH PANELS. (3). OF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'0-20.3/4' U.S. W/ 7/8'40.3/32" WING NUT ORL�44;Z"3/04; M0,_ THUMBSCREW INTO TAPPED BOTIOM TRACK. A FASTENERS MAY BE AT EITHER OF TWO EMRIOR FLAT FLAMM Of 00 PANEL- (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP 90 IS ONLY USED AT TOP) AT LEAST TWO PANELS SHAUL BE CONNECTED TO 90TTOM TRACK USING SPECS INDICATED ON MOTT (3) ABOWE IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h, I ENGINEERING Page 2 d2 All American Shuticn and Glass - 24p Galvanized Sted Storm Panels No 33% Increase In allowable I' I has been usew in the design of this product Soporalm Born WItting Is not requIred lor Installation outside of wind atorKs 4 and somW %"an. lopped ftsbonce., LARVe Impect Resistance has boon domonstroled a evidenced in pwAously lmftd last repod(s). and Is accounted for in the ongntering design of Oft product. Wnd Load A4Wsonce The product has been designed to To" Wind loods, an indicated in the open schoclule(s) on the respect" Pro" Evsksollon Dammed 0.9. engineering drowing), Instalf"on This product Ong be Wdg@W in abld compliance, With ft reopectIve Product [Evaluslon Documerrt Q.e engineering drawing). along wKIN all components noted therein. Product components RARIA be of the material specded In that product's respecive Product Evoluallon Document (I.*. ongloseft drowing). Uniftselow & Coniftons of Use. Use of then product shall be In strict accordance VIM the nespedive Product Evoludon Document 0.* o4nooring drawng) as noted herein. All sappor" host structures shall be designed to Issist of supoOmposad loaft and shall be of a mallonall listed In this produaft respective anchor set ule. Host structure condlitions which am not accounted lor in this producfs respective, anchor schedule shall be dosigned for an a site -specific book by a registered probado" &Vkww AN components which are permanently Installed sholl be pr agehistoorrosioncontinnina on. and other such doffeepa at all times, This product has been designed for use wkNn mid outside ft High Velocity Hurricane Zone OWE). Respecitilully. Frank Beatitude, PE EmmEERma Exismss 6PEOD46549 I Can. Auth. 9895 160 SW 121" Avawut Sutys 106, DEERFIELD BEACH, FLOR90A 33442 (934) 3S4-0660 1 (866) 396-9999 TeANDENctRetRimsExpRess.con EM0011CRINGEXPRESS.CON loge", _rC_%PTM ,Pv� IV Roo 7z r 'T U) rw- ia 1� 3`1 olr xTrU* a-F- 14 F .T*4 C mut "IT0 -1, CL'lr Ir mn X c= Y4 lit 20-31543 ===j=/ W. k ­3 �A nL 6�d INSTALLATION DETAILS FOR INM POURED CONCRETE, CONCRETE SERIES 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES COMWM a-= a ir D.C. REQUIRED, 1/4�0 #14xl* HER HM TEX 6 ANCHOR III It* D.C. scww 0 FROM EDGE Of 64 =j CODE 4) EA). r 1/2 EXIST Pop To GLASS. POP WOET RIVET PAND, WLENGTH a PANEL LENM T TO QLAS& 4"V-2041" Sao OF of A IAPCON ANCHOR _Y4,'�� D.C. t/4-0 TAPOOM ANCHOR 0 12* D.C. CONCRETE OLD" REDUM. REQUIRM wafflnr SCALE 3/5- 1 SCALE 3/8-1' k. T1 FRLJOMMI RUWNC CODE (Won Nigh Volodty Nftu no Zww) 1110t. PANEL LENGTH 1 . INSTALLATION ARE ORLY VAUD FOR MAX. A.&D. OESIGN SMALL BE 2'-G* PRESSURE RATING. +/- 40.0 ps.t. AND W-O' MAX PANEL LENGTH. CONSTRUCTION: WOOD .4 STME qORVID an. 24 GAGE GALVANIM STEEL MAIN PANEL ORION Iff. IILIECGixe� GLOUL P"TECT" PRIMICTS. U.C. m %,,c 61 2. FOR ME* WOOD FRAME MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC .. ......... .�Com 1&0 TRW TERM In sa� =01 hPA . Aw; 00 DOM FL 333 4 PHONIC. IWNNR­7IM&. r-I aVS4NVX_VW 20-175 DENSITY OF 0.35 OR EOUAL. ONAINMIc, �, at" A. am zi I Flmq : 1 is In In ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT TYPE AS;MD) D BOTTOM MOU (CONN TYPE AS RM'D) WREAT TOO MCur1rr LRM MPAN ABOVE BOTTOM rUOUNT N Ty AS RETD) ____01LCCAT1QN %SftCTIO i IG V L LL= 501-MIM MOUNT to 0_� INPE As 'E&!O) P mris mAr aE FIcYcHED AS REQUIRED, E ZaRTWA, WASH 00 :�11.110,4114A A,10, %VlNGNUTS FASTOED 0 DIERZ 11 7111112"Bil AIM .0 4 A I VERTICAL MOUNT ELEVATION /-2'*N NOTCHED PANELS) ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINNUM STOW PAVA' SIPARATIO01 FROM MW (KM, WIND WRE 4 ESIVENTIM FACH m") _M_A­% -OAU-M T DESM I AUVNVABU MO5SU I jVAN#m,I INSTAUAT*NSLEN INSIALIAMINSrAIATER THANWARCIVIGRACIF IMAN30'AIMMAGINAM M.am Sol in 236" 6,061. _1��Dkw two. __2A61. 2�16W 33011. L;61I, MODI. :.006. 61. 1.161" DFAN bLNtUULt NU I tb: 1. ONTO $PAR SCHEDULES WITH NEGATIVE OESM I= & RAN& FASTENER SPAC114 TO OSTMINE MMIMUM ALLOWABLE STORM PARK SPAN. SCHEDULE 15 ACCEPTABLE I= USE WITH MUTM LOADS LESS THAN OR MAL TO NEGATIVE DESIGN LOADS. 2� *PARR FASTENERS" ARE STUDS USED IN CONXINCTION WITH ALL MOUNTING EXTRUSIONS (*F' -TRAC*. STUDDED ANGLE. ETC.). USE 612T OLC PANSL FASTENER SPACING TABU VAILUES FOR ALL *H"- AND 'W-HEADERS (INCLU)ING BUILD OUT CONDITIONS), 3 UNM 04MPWYM BETWEEN LOADS IS ACCEPTABL4 OTHERWISE USE NEXT HIGHER WAD. 1. ENTER SPAN SCHEDULE WITH POSITIVE DISM LOAD TO DETERMINE 14INIMUM ALLOWABLE SEPARATION PROPI THE OPENING TO BE PROTECTED 2 SCHEDULE IS REWIRED "USE WITH POSITIVE LOADS ORLY� INTERPOLATION ISETAME114 LOADS IS ACCEPTASUL OTHERWISE USE NEXT HUGHER LOAD 3. FOR INSTALLATIONS OUTSIDE OF THE HVMZ AND OUTSIDE OF ESSENTIAL FACILITIES IN AStM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT RMARED AMD NO MINIMUM SEPARATION FROM THE PROTECTED OPENING a ROWERED. I kY VARY) MAXIMUM ALLOWABLE DESIGN PRESSURES: FRs_NvFED IN Disiwi DESIGN NOTES: 1 Sof"-ILE5 0%, � 3� KEU E, U cggr T WOWT IN NO! WITH THE A AW NG CHAPTM I OF E BELESSTHAN M D 1IGN Y ESLISTW JUSNFCkANY INLY AS M Y AS 6 J-2 GENERAL NOTES: i. WArEON HAIII N&IUE M%KMM IN 0 V, IMSj"M Was ByIN M Q SN�L M - I-, a. -a In= E Hwmz� PER TAS. SaISMSM0, 3TW4 AND LOCALTUIL'DRONRITAKNWE ALL =fty APPLY, m IMIDAS TIONEROM Sir APO C SEE 2 111. IN REASA IRA ABLE RNIRS HAS RISEN USEDIN THIS Des F 1. AMC TifN R OF RECORD PO W W I :1I11,N111I SUSIDAMALLBERISPO)ISSME FMO TH a; THIS DESSOR WHICH H U3 VAGC OE NXIIATED BY THE P TOR, 4- 5 , It SIrm- S a Ono I . X Lit OR SPANS ED H 0 6IN FOR ALIT OVISAS MAY X* V504A 5 T"c P INFORM MR =F= "TION ORSM RED A66j _N MITI cONIUNCYI a. 01M=toes , DH;r AREAMMONMAxIMUMTESM Mae , " I '" . BE rASTH 1 Q..AQ�Mfa 'FLY T" IS FOR AW mi. THE A 111C�, 1, 01 APILIM TI%A R LVA. &'� AR. !=.S, :,C(O. # �CLIL C%r" Ad LALQiJftJTY STURM PAV�fV BI fir I M PVT= CA WrPAAMNO SAS UTUP Is 9�%_X1V`DTK4T ADOTTMAL afiro" axu� CATION Cl� LABEL W I W Wa-dwilk irivWL N U M W 20-31543 §G;;;? ------- VISIT WALC.1041643 Ig M Fit ECUT @;V;V�2WABLE SPAN SCHEDULE "MACE . . . . . am . . . . . . . . . . . . . . . �ME 11511" ------------ . . . . . . . . . . . . 11[=== . . . . . . . . . . M" . . . . . . . . . . . . "11511KA . . . . . WA . . . . . . . . . . . . . . . . . . . Kul"" I- Z =00AIM PNO. QUISA M.MIND WIWN &M� �MGIh IS QUAVER � �I Nam I SM MOVAN RIQUIRSO POP All W~ "IRINTS W TANI �, INHHO SM CLOUIRIS � W USED *r% 100,00" MDVNrMG COWrIM, ARQUIM SV�110% MAM, SKIILL N PIIR MMt F Inlemim- 0 ax CIPCIVCLE' - - __ __ - - - ___ ­ - __ & .WSM41 slam WWI~ �10G wit III III TMI opn� 10' 0. -V`OM OLOWM -0 OPMM IMBI WTAIL VL MW AMI MOtPIM COWTtMN SNOINk M TI,%IR DRAMMIM QP0=MQ_NAL INTERIOR FASTENING DETAIL N.T.S. -"ft Ifts`� ,M1VkM3M ). I'S$ 5VQVWkM 11OLI jj:;fON?II4 N-VA.1 . , A= wtw mm I� .0 W/ W"MM 2 ig-e V, Hf "I LU 2: 1 I caIImI""W" I aONF 044 MLF 4 S, =0 ""5IININ � MO­PMIR�Ot M", �ftuf GN" IN AMOM 20-3154T low -�Ns waw� I ANOL AWAOMY ffisi-E-M? 60M AAAn&; AL EGRESS PANEL DETAIL rs M M 1, FAST&ING IA-L _T 11�51 -D.094" 629' f.i w 0 Ell OiVP5'_ J4 I*GA_ 4. yaw, 'C". TYP M 4ITZ N 6 L83W 1.03a. T-a-=.. L 2,QOO' Ilor, sa-PAN OLMNE �4 _\F7 3.390" MAN 0 3i3l -I,SLC- �1.5601 sic 0366' 1 I­J .3 SSW -14375'PANELLENTH- 1_4 Oo amorcwti - obs" 40F11 TIP TvP 2C 11K 7 12 Ie I H OVERLAP 'k, MAX QWIRCLV%AEDFTM .25'MAX. MAR, MAX, SPILD-OUT CIMTANCR ED LOW M-M. .2.5"N" SW fill 1'r my, - MIN all, ANCHOR SPACING SCHEDULE: 24 GAUGE RAMS, PANEL FASTENERS 0 12,5" O.C. 2.3* WGIP DMI'ANCE Ammon pmeasom Type (ew UP To IV-11. I arm UP TO V_1` MAN UPTO 20-10- couNT" 0 4�2 C3 C4 � CI C2 Q 0 C4 21 is In 9L91 12,91, 2611- ;*.V 64" 12.2" 16.0� �W & 32.91 1W 0- IF 60" ILS' 36.0" ax, S.S* U,, 310, %air, jal- 111, M, tsx-- 11.0 W S-V I&C. 84- 3.4, I.Lr 26. 1` 3.4 - IZS 16A - &V 1. 124' 1" ' "I" fAl", DONIALT LTWQN in *z 12 jr_ _Y W, 15jr, 127 12 F' i 1? ".411 10,11, 18+ MIR, AF -1124- 016FRIPPI-K .0im IFF, IN;, If T57F =_ _37PI, 1k.V1 xv� tLe" LAI, RX, SSOUD., 41 46 $1 21 11-1, UO- 1601.ffff� il,51' ILI" LS."I M4" 42 1" V . 01 1& 12.3" 4219, 01W. A"�- IL39 ILP 12 V 180� 12.31 Ilas"' till" 1"" lz-!rl IM0. 01V, 10.0" me'. Ti-f7lfi,6- 1, PiF.7- Jig 411 at, 12-31, Ind, InaR. 11. 1 r N4�. M& i r. 22 34,j" t1_1" Axr is'OPIS.Ftlix WOO DMT#AM 40 az 71 #.W Imy 6.3: 11 1. rt Z " 31 41 48 Now a" 'z W 1 "100 �p-" 33 r4w ". TA#WN +1 40 0=,N,gWj,, 5% ZI clzv, 1.m 6.;!F� 12.r ILV r� I a 'mr.- ca", &a, NUNN . . I isw &b. &a- z­ 9r, 23 S %T' 4, ar U_� 4. 4.0, 2S. LV� - 19.1, lax 4.1. 'ILr J11'r, &4. 12- aza.. 44'r. 4x, cor M23' 1111,7' 41` 42"1 6.;T' 12,3' 4.7- OL6' n2S" 13.7" 4,1" 4& 6,25- 110,2" 4,1" 40� 1 114. 1 We "IM-9 39 AU. VOWS GOUD W 41 48 5z !-,," I's, -FIFI ""'I" III aj� 10" 11-T, s- IZII" IBM- 7,9' Sr 12,7 12r 2W, JAV +2. YET. 3*,*­ ?q" ex. Ifiw 7,7' 62" 11­1 MII�110­ "1 46 RAW' "I" ll.r 40" 3J' 40' 1P &T, Zi- T�A. � , 11 il'. I lg� a, 2S, I" � TVP1 Irl 4."1. M 1.10r CM C3 t4 Q rZ C3 C1 tl C3 -C4 U�'.rffftw I—— 4� ft=egglegel. 42 &Z ?z 12.r t5,012a,0- 10,V 7.V 1z_V1 lad, me- at- 2z.S`1 54" 7y _r AEORE - 7. s- IN" '11" 6.V M,.7 121s; 3ro- A'I 6.0- =-Ar U�v it 0, ok lawtv 14.7* a- So- A40 F OLIC 5 1 'a, 14x, &q- S, 12.7- , 2"T 6.12 lax- I* T. d Vr thl,ND 33 WOOD SCREW 41 is 1. 71 12.T Ica. 16�w w. Iz.a, 16.0" gxi 2.0. 31's. t&g� 10. L2,5,� 3A�01 14.1. _iF 12.VL FA,. I NO LZ0 is"V: ILOW, ni C1 ,,, 14&' AW' 51.0 711-T 4. 2�3`- SA' 119' is 0: 1& 00 5,� 8.61, 3 r 9.6" SA! laS, 22.T' in. TAYCRIPCFAS' 41. 48 a ?a #1 §_ rz-5-T 3.6.0'. IV 2 12. 1. is., LA It S, ill.rl Ida, 5 r 14.01 aX, 12.S, 2JIV 16.0'. 1. S, V A. 12.51 W, E"-- In VIM INOW VIV .11 41 W430 49 CM -A rz 161101 aw" T.- ! 2-. F. - H I&V " I 21 2 U.S, Rx. 4 .. 4. 5.4", 2 2i _Ez:E�JCVI I 6� Az_ -VT a, j ANCHOR NOTES: .115 I I APICHORSCHEDULL APPLIES TOALL PRODUCM CIUMFEED HEWN, our ONLY PROVIDES AM=0,,j�rORSPACUNG. MAXMO ALLOWAINUESPANS AND FRII55095 lNQ$W9D Ilr11M 7. ENTERANCHOR SCHEDULE HASEDOWAMEL FASTENER SIPACNIS, THE EXISTIM STRUCTURE =AL. LOAD GRIATER 714AN OR FIQUALTO NEGATIVE DESIGN ER TMN OR EQUALTO SHUTTER SPAN.&BLOICT M11ECTION TYPE ME13 ON AP.PPDPXW MUNrING CONDITION (SEE MOUNTING DErAU-8 ON .1 a CIS IN (�P`-TRACK,S7VCIMAwAB,ErC) IRSEeis"o.c PANEL FASMNERSPACINGIANUE VALL 115 FOR =Nr ALL.`H,-ANWw�q�IN , Su W=ZUFACTURIRVRECOMMENOAttOW� CHOU IN AtX= 7 MWMUM EMBEDMENT AND EDGE CIISTAVr��Rvhml ERICK. AND OTHER WALL ISVES WALL RMISHES SMALL BE LIMITED F YtRIFIND by OTHERS, 10 VER]Ff THAT EN AaFLEiWwTGADBQu *ODD W N MI NOT PLYWOOD, FASTENING � TO PL DIS ONLY FOR SIDE CLOSURE PIECES, 10, WHERE ANCHO N TO NAJUWW FACEOF STUD FRAMENG� PMT!!N!Ft SHALL BE LOQUED IN CIENTER. OF NMNAL r X 4* IIIN T PTA" FOR. WOOD 0�&T.SDGEDII PRAMINGI, WOODIST0 G_Q.SS rry, LAG SCREW SHALL PAVE PHIUM PAN HIAD OR HEX W-M. I I. REMOVABLE AN0101115 APJE- IDEWALT PANILI-ATE, ALL4001M SCLIDmsrr A BRASS WSH1119- 12 MACKNESMEWS SMALL HAW 1p* MWMM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND KAY HAVE ETT "BAD .0 IS, MV9MIJIM.91IIIIEDMIAIT W,E;:==V(CWOeU=11!=T ne"'nUol 1-4, Ir DESIGNATES ANCHOR CONDITIONS WHICH AM NOT AIXEPTABLE USES. Ls� LINM INV ON a NOT PER ED FOR USE WrrH THE ANCHOR 504EWLM USTMQN I I I THtS SHEETT 20-31! IBM- -4-0 CD CD Cn -0 -M > a) ED a ) a) 2 C:). 0- 0 2 CM Cd 0 -0 Cn t::! a a) = -0 M 0 0 -M -0 W -0 a C= 2 CD CIO 0 0 > CIO E 0 CU 0 1- CU -0 - -,, U) 0- < C�.4 U7 Cu Cu CIS Cu 2 CL E U) CID 0 L_ CIMM CL 0 CU 0 OL - W LU z z _j a - SHEET NO. SH 1 111