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HomeMy WebLinkAbout6378 Back Forty LpINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 7 SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS ABBREVIATIONS SN SN 1 STRUCTURAL NOTES DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or RIA or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAO or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator S5 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing S6 DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round ( [ SS BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening RETROFIT DETAILS BLW or BLW. BM or Bm. Below Beam GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RS, RIS, RISH or R&S SC Rod and Shelf Solid Core 1, ( - - - - J 1 "t- -t J- D1 SECTIONS & DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector l-... ,�. _.,l__ __ _ 7 _ Q2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door T l-7 WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves _ I l- C Carpet HC Hollow Core SHT Sheet J. (- - -Z -- - T �- Z 1, .- -- - T C L I 1- PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower -- - _ .__ _ PA1.1 PRODUCTAPPROVALNUMBERS CIRorCir. Circle HGTorHgt. Height SLorS.L. Side Lights L CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications = -- — PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir PA1.3 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KMIALL or KMlall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONTorCont. Continuous LAUNorlaun. Laundry TEMP or Temp. Tempered SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAVorLay. Lavatory THIKN or Thik'n. Thicken SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block - f D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DB DBL or Dbl. Door Bell Double LT Laundry Tub MAS or Mas. Masonry TOP or T.O.P. TP Top of Plate Toilet Paper Holder _ -- DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW 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 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 - -- - DMF Decorative Masonry Finish ML or M.L. Mo lam V or v. Valve (shower or tub/shower) f DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base I�I I�I [7:1 E:1 � F-1- [F. DTL Detail MW or MICRO or Nero. Microwave VERT or Vert Vertical - - l 1U -I DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL orV.L. Versalam OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior F--1 [717--1 MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer --^" - - - EA or Ea. ELEC orElec. Each Electrical OPT or Opt. Optional PC Pull Chain WI or wl WA or W.A. With Wedge Anchor -F-1 LO 1101 - E F-1 E] F] L] FOR SINGLE STORY HOMES ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ EW or E.W. Equal Each Way PH Phone PKT or Pkt. Pocket (Door) WD or Wd WDW HDR orWDW. HDR. Wood Window Header 1 ( ILII ILII E] El ElE1 MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin Mr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/ 12 1.0 NEW BASE PLAN 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 06/25/ 12 2.0 GRADE BEAM FOUNDATION 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 08/11 /15 3.0 2015 NEW CODE UPDATE 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 FBC 2017 CODE UPDATES & MODEL 03/06/ 18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES considered for reimbursement by the Designer/Engineer without advancedREVISED Paymenswillfication inaccodancetoad approval by ® SGD, LANAI & WINDOWS 06/01 /18 4.1 bemade eeeineer.termsoft AT REAR agreement. Control of Construction SiteThe 06/07/ 18 4.2 REVISED DINING WINDOW TO 35-S H Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in 12/19/20 5.0 FBC 2020 CODE UPDATE any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and 14 r+#j Jk ri 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 1763 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. era _ O o v oaLU 0 O i" O C..J N L � K l.L N C � ccC •G O N s y r Cv 3 U d C p N C �a N " 40% IJ N LA-1 O 0 ``�o�ttAt!arsrad� ,offf co • rao 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 Engineer's signature and seal. LQg � LL LL r` ii (.DcrnO LLJ« LLu- on L O W Q cu°' m1�-N_ �HZ LLZ w NZ MUF= 0O 2 V 000 z I z o v J - a E3 Z — (21 Uw O g to C � U 2 s o M U- V H ns to So gE $� C� a mo OW Will o 01�- �� >o zl 0O = L O d` 0 CO .-. N o LO Cr U) 0 (V m 1 u7 +-+ O ILL M4-0 0 ce) O N Ln T Q 00 t E L n c^ d' z M 7 E N t/1 a E U .� Q p JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. C S a �IIYII- IJ�ul:-v•� O. BATH 4 BATHROOM VARIES, 2" LESS THAN CABINETS BELOW T MIRROR /Z 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I' I �Bm6- ¢r TOILET PAPER I HOLDER iv VARIES PER FLR. PLAN T ^ 0. BATH + '� � '��, '�I CAI'• � � � �1 [� III •�� III KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD RODq' TOWEL BAR IN a TUB OR SHWR. SHWR. aCD VALVES z SOAP to a DISH U n 4 � TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Cr) SINGLE ROD CLOSETS LAUNDRY TYPICAL HEADER HGT. 0 117 JL11111 F KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT � BRACKET 36" H BASE FINISHED CABINETS - Top COUNTER '�7 30" H BASE R f CABINETS U. to a0 2x n 4 bP FRAMINC ro rc 1/2" GYP t? BOARD- R. rr SHELVING X 5 17 N I I I b ISLAND COUNTER CABINET BLOCKING 1'4%114" "L" SHAPE CMU COLUMN e iiQ AC PAD TYP @ J 2-STORY S6 35 SH ALT ;V I I AC PAD I I - ' Il 11 • DINING � CARPET N • J S6 , TYP. @ - �° 2-STORY • GREAT RM 8'-8" FLAT CLG. f -- CARPET ^ 0 N 50 12"x12" CMU w/ (4) #5 VERTICAL 4,�„ 2'-4" 1/2 WALL OR RAILING PER SPECS FLOOR G.T. - UP; I I OPEN TO; ABA✓. I 21 (3) 2x4 #� SPF STUDS W/ LISP -- HTT16 @I BASE FOYER 8'-8" FLAT'CLQ. (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT EDGE OF SLAB BEYOND WALL 1' LANAI • 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I I 6068 SIG I H B i I BRKFT. -V-8"-FLAT CLG. TILE iv I 1 20 -- C^� BF 8 rn Ih -- i I II p 1 6'-6'( 7-.13-4 1 I iL___J I I 05i W • 11" i s O CD Z q O O II Z. O �- Y I'�; i II a ! KIT.- I II I QI I i 8.-8" FLAT C I I TILE -i - I". I 5 I I I PLUMBING LINE I I X TO SECOND tI I FLOOR 1l M!261 `nO it �� V V I8'-8" FLAT CLO. 161 TILE • CP6' SHEAR WALL 2" D W.H. S3 4'-5" 6'_4" Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION • C HEN REQUIRED PER FBC S3 H1 W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE I I O = OF WALL TO FLOOR I I J I I o TRUSS ABOVE @ 16" O.C. S6 I I M w I- I I z O W GARAGE • 2-STORY I I li r > 8' 8" FLAT CLG. A.F.F. ENTRY --- wJ_ f- J J N I I 8'-8" FLAT CLG Z ?, [z - I I AFF II I I 3rb I I I I rn I I TYP. @ r -------- FLOOR G.T. I SINGLE - - - - - - - - - - - - STORY • I 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE I INTERGRATED INTO K I HB j WALL W/ (2) #5 TYP. S4 I VERTICAL GARAGE I o i'Y) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------...----- 16 70 OVERHEAD DOOR 1 ;0 Cl) N OPENING PRESSURES ENCLOSED - EXPOSURE "C" "A +29.7 / -32.2 Q +29.7 / -39.7 Q +28.3 / -30.8 Q +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38J 183X37J S.H. 14 20X50� 18�X50 S.H. 15 20X63 184X62� S.H. 16 20X72 181X71 J S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27 X 63 28 X 62 1/2 S.H. 1H6 27 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 X 37 3/4 S.H. 24 37�X501 36�X50 S.H. 25 37 J X 63 36 z X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 521 X 25 J S.H. 33 54X38J 52JX37J S.H. 34 54 X 501 52 � X 50 S.H. 35 54 X 63 52 � X 62 S.H. 36 54 X 72 52 2 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" - LVL 2.0E Fb=2950 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 FIRST FLOOR PLAN -A R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-318" 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 ciassl 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 wail: a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. a From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. a Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying With R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.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'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) !V 0 c� o o d W C` M C.'V, o- N N d O R scoco w= `°D .i M 3: a+ -n ca � r>= - X.3 a c, L) fM 0 CV a r 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WIM h N 8 IR ti CI t 0 Y aao S o % � .8 a Cnrr�L3 LL W ' _J aCD 113 LL 0 0 oV W p9G � O '0MC1421- m-' 1 W °'rn d�z Z CD o O w MZ h H z �� Co❑ W c7 � Z N o z <c Cl- [7 LL •U _ J `U a -� O to w rz 3, '9 fCi M U 0 .. ® _ 2 8 S Q ¢ � N �N o z O i i aE U !� RU �O a� za� It oam� C g u�O z rb J y ` � Q FZ S 8 9 o �aZ zz g o� W�' m a yy Wyz i M1 01 O � >U � 0 d c� Lj i = .-� N a LLO Q g (n o In N o In 0 -lid 0 M C� N LO .r Q 00 M Lo r E E Z z Z E N N n 0 J JOB NO : 23-03654 SCALE : AS NOTED SHEET NO. 1.1 rn w a MEDICINE CABINET �* o1 oI M M SIN CONT. HANDRAIL RETURN TO i WALL DETAIL SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 36" H. CONT. 15 /' / GRASPABLE 14_ RAILING 13 ' 12 I , I ' I .10 / 42" KNEE = i ,' 10 WALL WITH �`oo 1 s 1 x TREAD 1x8 CAP & (0 I �;��o (TYP.) CASING I - STORAGE 7 UNDER A i 6 STAIRS 1x8 CAP & ; 5 2x FRAMED CASING 1,4 WALL 3 1x RISERS (TYP.) 2 (3) 2x12 1 STRINGERS 1 11 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4 x 3 1/2rTAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = V-0" SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMING (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS - CONNECT TC 2x FRAMED WALL 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. 9'4" MAX LANDING LENGTH 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS --\ DECKING FLOOR SYSTEM ,K7 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. H1 (1)D2 6 QJ, I nn U, I i� 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 251SI *EGRESS OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. - T BEDROOM 4 V-0" FLAT CLG. CARPET 1/2 WALL OR - RAILING PER SP d„ 1 2668 2668 BF - 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED IMTH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- --------------------I 26-0" I I I I I I CH1 I 61 I I A D I I 25 SH 1 I * EGRES „ I I I I I Cal 4 516 7 8 19 10 11 i------ R&S 2652 ------ -- R/A H 4068 N d BF 5'-10" 5'-01, G �' G.T. 60 X 36 TB _ SHOWER to FIBERGLASS cn SURROUND -- TP i 5'-0" 4' ' - 2 8 . BATH 8'- " FLAT CLG co 2068 TILEI BF - 4-SH R&S WIC I 2068 - - 8'-0" FLAT CL . r4" 61-P ' CARPET I cA 1.�,�►' AC,�ESS � ab R&S o BA -2 8-0"-FLAT CLG. NIII E TB TECH CENTER N In' Y 5068 BF a 5 s LAUD W. ' 0 8'-0" FLAT CLG. is TILE " 3'-10" 3' 11" D. I BEDROOM 3 8'-0" FLAT CLG. CARPET *EGRESS 2 SH 25 SH I O 1 9 © 39 22 (A)qD2D1 D1;r, JAMB STUD OVER IOil I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 I I L-----------------------------------JI 16'-8" 5'-10" I I 5068 - 1 V-2" - - 2' ' I tn u) I BEDROOM 2 =I 8'-0" FLAT CLG. CARPET I 1 * HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91 /4" LVL 2.0E Fb=2950 e (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 1 TYP. @ )2 CORNERS �� SIM. W/ (1) MSTAM36 STRAPS @ BASE co T TUB/ SHWR TILE TO 7' A.F.F. IN 6 (12 � - HANSON BOX @ 36" A.F.F. J A -DRYER VENT THRU SIDE WALL -WIRE SHELF @ +54" A.F.F. a TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 ,D +28.3 / -37.0 E +26.6 / -29.1 OF +26.6 / -33.5 GCS SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X28 18JX25J S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62i S.H. 16 20X72 18�X71 J S.H. 1 H2 27 114 X 26 26 X 25 J S.H. 1H3 271/4X38Jg 26x371 S.H. 1 H4 271 X 501 26 x 50 S.H. 1 H5 27 IX 63 26 X 62 1/2 S.H. 1 H6 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 36 J X 25 112 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 � X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 } X 37 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 1 X 71 I S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly Into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. 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. Bid. 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 I I I I I I I I MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. EXT FRAME 2 x 4 R-11 /R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4"=1'-0" e� c%A 43 > 43 o � Q R1 /0 M C� M C !> [ V - w: c�a • N coo 2 �AY;v E c y V • _ 'd � 3 � =d� = .W-- U ea O m = c co ,� M 0 N ti 0 ItiO i�,i�/f s I.J0 • .rlj OF To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rF,�// Q EE 2 p0 N 8 S3 N � Ol qM O di .'' G 0�0 LL �M@ v LL °: a LL a �; 6 z =ag o� W 3Ng d ?' °' z LL W co C7 6 y F t o ❑❑❑ W N Z' z F�- U_ �+_J jt` f13 w g V 0 Z8 V) N ro C N � c _io Cn a� a E E U o0 z a® a H too �'oa 00 ZE "=wz g a� i c ' Q O �y V w m 0 g� Z J V Q W Zz ab Go JU az W O r� w o� s_ p 2.a �_ o O 12Lo Oc TM S Liz co Lo :3N C Ln .-. Q J N 101' O Lid CY) U M O tca z1 o Ln �- Q f- T E c ^ Lai LO M Z E N N c E y c aJ IL 0 _J¢ o JOB NO: 23-03654 SCALE: AS NOTED SHEET NO. 1.2 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - H�'E�E'�LR — _ I �/ r CV HDR. EXTERIOR PLASTER ON FRAME FLASHING _ 2ND _..... ._ _. _ .. FIN F N o _ CJ / WEEP ---- — —— — — — — — — — — —- HDR. , ------------------------ — SCORED El 1711 M rl El M__ M_ i�l STUCCO 09 Ulu m -- L] E] 1=1 E] El cv TEXTURED to ��1 j CE H ON IOUS 00u FINISH ON N 4 -- [_--_ _ 1 �_l CMU ( ) -- FIN FLR 3068 FRONT ELEVATION — A SCALE: 1/4" = 1'-0" Y-0" RIDGE VENT 00 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 14.0 2ND FIN FLR X—TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A SCALE: 1 /4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section 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 manufacturers 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 fleshings 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 CWS N 0 0 ® °' LU D.-'W � O `L� �' a e-. M C IC C., N v m x C IL d N coo .y '0 N � N O �p Q d N � a W d a _ dE�a y=01 ,� C E o d ca 0 ch N N 1 0 %%% d1rart^ai,11 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W I. = E $ �N C.) cm,8 n 0 LL u I) a a c'LL LLm (�Z 13 8 N-g 11LZ NGmVY �O LLCC U6W. w Z=N Z h�- o� ❑ao W Ur z N z L r; U) to zo (j l LL , U 0 ry N �ro w ' t S Q ry 0 z "E �f� �� Q p z9 of g a U KZo E wa U O U Z � a i a 2 � _g i zg �w fj r0 Z. w m0 LL Z0. p 8C =d W a2 J� J LaLL r= v 0% 3 O O = in > Lo Orn m 0 LO CO CN = N a LO � Qa. cr g U)� N 4-0CDo LO 4-0 ILL CO U M O N Ln r- Q � LC) r E L,() cD � Z z 3 N E c ?: JOB NO : 23-03654 SCALE : AS NOTED SHEET NO. 2.1 60 12 2ND 4.0�— —----------- O'le- FIN FLR ---_ 12 i �5.0 _I_;_ -4' OFF RIDGE VENT —' - 1 —.- . T_7� r EXTERIOR PLASTER ON FRAME FLASHING 12 4.0 i i rl -- I i i TEXTURED CEMENTITIOUS n FINISH ON CMU (TYP) FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS --------------------------- 35-SH A-1--------------------------1----I e068wD REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 — 14.0 ----------- TEXTURED FINISH NONIOUS RIGHT ELEVATION — A CMU (TYP) SCALE: 1 /4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Lovering 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.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings 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 4*a o r� dLU W a to Q r— b ro um. x W N 2 2 p 3 m c� as c E l9 O C]. U S� ch N O N 0 tic j�pSiB9Y484t�� To the best of the Engineer's knowledge, information and belief, the structural plans and spedficadons contained within these drawings comply with the 2020 Florida Building code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S go 0 J LL tl) r'-4 6 a_ a LL u_ IQ Z 13C - @erno� t09 O o rn �Z d J m W ILW'orN`r Z J0w N Z N N Z o ❑OD W U Z M z � J 13 U) V) -1 n ... z 3 .o 4-1 — LL '0 OW V1 uz U i U_ N M U_ y 8• g th � ECID o� 9a fo a C '� �� Za m J �b a sN W m g ii U a1z NLL � 01 0 Ln E 0 LO � .-. N a LO CN Q $ U) N 0 LO O CO U_ M M O N LCi r Q 00 M 160 T W LO CD j o z C N 0 a. U .. ¢ p JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the Installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT >< FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ��9 o J ROUGH -IN FOR OPT. CEILING FAN Q��Z? .� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L 7 J OPT. CEILING FAN (9D (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER n 200 amp 150 amp UNDERGROUND DI SERVICE BY POWER CO.---. INTERSYSTEM BONDING TERMINATION PER #14 to lights & outlets 012 to appliances and GFI #10 to WH #8 to Range #6 to HVAC 150=210 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. AC PAD DISC. WP GFI A r ■ I� 'I 11 ALT 11 11 AC PAD DINING � OPWPT. 5'-0" r, / LIGHT AS PER ■ SPECS PENDANT LIGHT PER SPECS GREAT RM 0ROUGH-IN � � FOR OPT. U.C. OUTLET U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" �-----Li�NAA1----� I `�\ / > I � V I Gff I / Ak — ORKF'ST.i- LIGHT ASPER SPECS i 5'r03" 4 ,I G'FI �I - - I f�k I G ` I - I IF _ IGFI 1 1III�I ��IIII 1 I III , 'a1 - 7ni FAN/LIGHT 4/ I SWITCH FOR( FIII I� OPT. CLG. FAN/ I DISPOSAL 1 I LIGHT PRE -WIRE — — 1 111 m 111 MMNNNNMN� moll C�ER GFI @44" \ �Y `- A.F.F. 1 UWH. i ZW z 0 rIL— ■ a Ie GARAGE CC CC DB GFI `LIGHT AS PER SPECS // w > LU GARAGE,./ &GARAGE ENTRY 1 DoGFI R I I - IIr----— — — — — — — — — — — — — — — — — — — — — — — — — - -- I I I I I I IRRIGATION GFI @44"A.F.F. ■ I ' I ■ I � I I I -- I / I - _ -,L----------_C09n-CfGAT�---------- OR PREWIRE AS \ \ PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ------- I I I I I I I I I I I I I I I I I I I I f — I I I I I I I I I I I I I I I I I L------------------------------------ J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. —Ill 3" VTR 1.5" VTR I� III I I, I I I I I I Imo' �lll 3" VTR I � I I I r�/ I I I I PLUMBING RISER. SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: Y4"=1'-0" N 0 hl 0Y r O c eo C.� cM•,e N ��a C" N G Todm� G ra c � a M N CS N LO �+ o �D r n T TE F , rjilIgal{to To the hest of the Engineers knowledge, information end belies, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a of ^' N O C""8 V O N O C LL Lro- 04 0u. d li ICcoo V M U_ a �t Z �. a (2 m J a Z Z LL_ U) �a oW N f7 Z � � H Z Z O U ❑[]❑ W z U) Q a N Ln - GA �LL LU 0 LQ u) in YZ-0- as z C) Q C ss o Bch � oU pQ Z oa @ w 6 4 a- � m C v¢ W C§ �O �C r -2 O3 °O = � U 120 m O CO CN � N o Lr) CN < Cr a' w m _' 04 N 'F'0 O CM cr) 04 LO t— Q W N LO r L C O z z E N C a ci 0 w ¢ o °�' JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 3 dEEND I \SLOPE I .ryeIL4:14:12 SLOPE I FW Mani� Ixl �OMNI I 5:12 SLOPE Lu tL 0 U) N N,, 4'-0" OFF RIDGE VENT 1$Q i Lu a 0 r L6 L•9 5.12 SLOPE 4\Q 5:12 SLOPE ZONE-3 ATTIC SPACE 1071 SQ. FT. ?io I Lu ZONE-1 I a ATTIC SPACE 97 SQ. FT. ) ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS -A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge Off -Ridge 1/300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SO. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN, of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit q ventilation soffit y Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 - 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 _ 0.0 (Zone 2) Upper _ _ — - _0.0 9.0 1.0 " Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 1.35.0 138.0 "NOTE"' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4"=1'-0" 0 N 1116 - O C 0 > W O t O V CL O = O V N 41 C to .a N t m o_ a eLt mW e, C= a u cMv 0 . •� . it 1 i'1 i ::. LJ f- "j, , To the best of the Engineer's knowledge, information and belief, the structural plans and specAcatlons 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. 44 8 n N 5 0 CV d C cc LL 0 u)r•n W aui �pp LL 0 0 L 00 pO C,4 O m W W M rn ¢ r Z IL �W N Cl)M U ,w Z do ❑O❑ W r z Z Z � Q � WE3 0v� �N .� a Ow w � e U � 0 Q R3. 8, S o co z 93 lii J I_ E O Z O ao oLL Y N aR zo F� 0 so M 6 m 3 � C Z zz W 3 6. z Nw 1� aSi 6z z o wa �F �° 0_ v zla 01 i 2 O = Ln 0 0 LO co N a U") _ m o LO O LL M LL co M O LO t Q 00 N M L r E L.1n z z 7 S N N ` M 0- • Q o € JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN UJI CONTROL JOINT DETAIL SCALE: 3/4" = V-0" I #5 CONTINUOUS C� b; : , • REINF. SEE FND. FOR I>.. . QUANTITY ?';� , : �;' ;rfi. •; #5 X 25" X 25" CORNER • , �' ' , BAR ONE FOR EA. j1 . HORIZ. REBAR, TYP. U.N.O. •• **Alternate: The reinf. bars shall be r • ;Y , Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL - 0 41-ell � o0 0 . SCALE: 3/4" = V-0" d AC PAD I ----11 II ALT II IAC PAD I I I i____l l —J C'M CV Lr) 0 1 00 CD r' -co 0 T- J S6 LO TYP. @ 2 STORY TOP OF CONCJ PAVER TO BE 4" BELOW FIN. FLR. 00 L Q, S3 C7 TYP. @ Z ENTRY O 0 1 ON Z >- W-N O O _ O q 3'-0"x5'-0"x1'-01'- LL T- to W/ #5 @ 8" O.C. E.W. 25'-0" 13'-4" 1'-4" 2'-0" x 2'-0" x 1'-O" W/ (3) #5's E.W. 5'-2" 3'-10" I11_A11 I I I I 10'-011 7'-4" L TYP. e 41. T C=) I I CL I Cn 6'-8" 1l_411)+2l-Oil f .•. \ I All 1 1 I 1'-81, 11 all I• • • 11I t 11 — — — — — — — — — — — — — — — — — — 11� !- TYP. @° J I PROVIDE 1-1/2" RECES I 1`11 HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE BASED ON I111 LOCATION I TO MASON'S SCOPE j FOR WIDTH 1 II r I INDICATES FILLED CELL W/3000 PSI CONC. GROUT I T 1111 FROM FTR. TO BEAM 1#5 REBAR_VERT. _ _ C.J. 11 ABOVE SLAB. TYPICAL 1111 @ ALL PLACES SHOWN 1 (HOOKED FTG. DOWELS 1711 j "EMBEDMENT W/ 25" 0 I I*XT. ABOVE SLAB "GRADE 40 j j of j STEEL" I I Ij j 11 I I�� I - [101 1 I 11 I I 11 I I I Y � 11 I I �z—, cr_ 13Y2" MIN'1�000 PSI CONC. SLAB jlj I FOR HERNANDO COUNTY ONLY I I I 13Y2' MIN. ��00 PSI CONC. SLAB OVER I U") 16 MIL VISQVEEN VAPOR BARRIER I J L _ C.J. _ _ • 1111 15'-411 _ 5'-311 2 -5" 12'41 it I 11 T � I 1 0'-0" ELEV. I IFtIN CONC. SLAB T-- I 11 I o • - � '-0"x3'-0"x1'-0" 111 2'-0"x2'-0"x1'-0" I W/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. io 10'-7 1/2" I CYi — — — — — — — — — — — — — — — — • . I MAI-0-17CID 11 I I� RECESS FOR FRT. I PROVIDE 1/2" x 91i 1 -4" I W 0 0 1'a4" 6 -41' it DOWN C 50 O„ MIN. S3 1 '-10" I I L — K I I S3 I 3I_0 ll BUILDER TO PROVID I w APPLIANCE PROTECTION I p 1 WHEN REQUIRED PER FBC2 N I I 1 9'-411 9'-4ll C.J. - - -+-- I N I I I I I I 12'-6"x2'-6"x1'-0' I j I W/ (3) #5 E.W. I rj (2) # VERTICALS I W/IN FILLED CELL I I I I A I S3 I S3 L— — — — — — — — — — — — — — — — — ------- a 25'-0" 16'-8" 18'-8" . 2'-O" x 2'-0" X V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 0 4 OP is PLUMBING LINE TO SECOND FLOOR - 0 ,o M 10 O r t° z TYP. @ -to F' O SINGLE O 1 STORY 'Z � S3 C f O U 3 r to FM FOUNDATION PLAN SCALE: Y4'=1'-0" N C%4 >,•, o -c M�' � x � W d N frS C a_ •w�cv� -¢.dcvY d a 01 ar 7 E L � 3 � Cj Ci N d) c o o a N N • C\� Y�i/ P AI ,... 01� 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 Q E $� w C.,0 J �LU LL NI a (L a MQ €d z LLLL �11 J Z W ? N VS 'o J (O o N M Z y z z o U ❑❑❑ W f} N z z � n- � � I N - N M '�L'l^� W O V . •U 1 OLLr s to = M w ® — � 8 a M 0 D 5 a E fa Z L � C C pm K ZLL Z 0 `Sa W V7 o� a z r� a s �7 >_ W� a O = > Lo O ai 12 O LO � LO N CL Q j N (� m "�-+ o Lid ...� � ILL o M .� U c� N LO T Q 00 M L-0 T m ' ,^ L / � It iii p Z N 4 C C a U v :: Q o c JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 5 2x BLOCKING J 1�-. TYP. U.NO. 00 V @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING (2) FL5 0 04 ti`iS C V CJ2G 2 D2 CJ4G I I /R II II II II s>i i i s>•� ��sr II - ■) r—/-kLn Olut OF • FLOOR • .► • Y � Q S5 SIM. @ CONNECTIONS 11 1 11 rill I I �I�I�I�l�Im A TYP. @ S3 SINGLE STORY .-[ p TYP. @ \ LOW ROOF C7 G FL9 m 0 A TYP. XU.N.O. 00 IL TYP. @ CORNERS 1 D2 J TYP. U.NO. ) A 1 S5 SIM. @ CONNECTIONS 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=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 1 -49.57 1 10 GABLE 38.22 738.22 -60.99 1 -60.99 1 1 60.99 78.58 O Y ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING: Q D SHINGLE: Yle' EXP. 1 (24/6) or tom" EXP. 1 (33�je) TILE: 1%2" EXP. 1 (3�1'6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ - - SIMPSON MTS12 w/ (14) 10d x .r �: 1 1/2" NAILS TO BLOCKING x' ' BELOW @ 16" O.C. I- — LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" �- (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT�3� PLYWOOD FLOORING FLOOR G.T SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F. HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18)1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26)10dA-1/2" HTT5 5795 518" 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" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 wl (16) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 1 Od P HUS26 1320/3235 "" 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 17' EMBED wl USP CIA-7000C EPDXY V 2 LGT2 4060-M 3770-F 3500-M 3240-F `N/ (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/ () 16D SINKER & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 1 680 1 570 (20)1 Od 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 80. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Ya"=1'-0" C+9 N N \ N O c >— c a -o a) iU ;. W O :E� O N <4 cz o) azw c ? E s C G) V w +4 <c c c G o a v C'M 0 N d r� ii 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 - Resldential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g o 8 $$ �� N „ J G .i-' OD Y LL LL M rq r` ti LL W M rNi 0- 52 CIL U. _ c �C W J 0 Z W N M Z H Z 0 V ❑�❑ W z <C Mtn d N z 10 0 W 04--1 "U C) �0 w Ln w S 8 I v c¢, 0 t• o y ¢ U_f E u I@t fq U �80 � U °z Z L 8 � Z aw o� z W T 3 , O aZ N T r �a �O x O > LO ns LO Co N LO Q N (n _' N I— }, o L+7 � �-+ O � � M M M O N LO omo M T' E L0 CO Nt O z f0 = E N rn a E v a; JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 6.1 , c� U , I r---------------------� I I I I I I jI I �u/rvo yVO G U U I U V TYP. j I U.N.O. I I I I I I I L------------------------------------ J —(2) 0 TYP. @ HIP CORNERS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a-4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e%) or 1%2" EXP. 1 0�116) TILE: 1%2" EXP. 1 03/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 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 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G 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. 126)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1 /4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 ** 1335/2820 *" 20 -16d x 31/2" HUS26 2035/3400 -- 20 16d x 3-1/2" Q I HUS28 1760/4095 "* 1720/3125 "" 30 -16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl 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 I w LUGT2 3100-M 4520-F 3100-M 3800-F w/ ) 16D SIN—KERS & - (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 1 12 -10d SPT24 1 1090 1 12 - 10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS — ROOF = L / 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 (+/. 611) 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102S INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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. _31— (A) OR 2 PLY :ARRIER CgRR�E N ® N CONT LEDGER �A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: Y4"=1'-0" e•7 O cV � N `- c O 2 -c Q C W fY y l"0 Q y d O la a> d y E c � z m io ai m r� W c cs 9 � T a� y E c c) C,_ 'j 0 M N N ,,��'��r•• 't...:.'.;,4�°°fir x 1r. . , , , i; (.11- 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 beedng Engineers signature and seal. H $ E S g N$ g5 a a M uj CALL <L _ =gv 0 1C, m 0 W 0 r.- W o' O1 a z 00 Z Nz 3 W p M V CUB IL9 N O U ❑O❑ W Z 04 Z CD Z g Q � -, - d 1/'! 13 U tn CD ■ LU "' W C:1 iB U O c V) W w x r~ Q A N o �R z M = O � Q p W � o� F ) N Z® CJ �z oa g �o ," Iz Z XW CIO ru m � ao j8 m0 Z J � m 3 8 z W LL y= MEE K _ p =I3 o w� r =Ia L L z a °O 124 = . LO x O M LO N a U-) _ Q Cr U) .2g Co C I O LO " LL O LL 0 N O LM N Ln T 00 Q M T E � Z z E N E m a E c0 JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provlde 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 + Applied horizontal load . O Safe vertical oa Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS BF44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 81`321B/1T FORM do GROUT SOLID O #5 BAR COW. 8F 12-1 B/1 T O 'V' LINTEL DETAIL SCALE " N.T.S. ■ I T YC UCbIl51V A 1 1 VIN I T YC UCbIl51V A 1 1 VIN #5 REBAR MIN.(1)REQ'D AT TOP ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED R = RECESSED CLEAR STEEL LINTEL G • QTY. OF #5 O ° REBAR @ BOTTOM OF LINTEL CAVITY d ° M.U. #5 REBAR AT TOP µ • ° • MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T °. • . j, z G GROUT tNOMINALt QUANTITY OF • 5 REBAR AT rn WIDTH #5 REBAR AT ° BOTTOM OF TOP LINTEL CAVITY U OF W W NOMINAL-° -BOTTOM o it Li jREINFORCING S HEIGHT a 7-5/8"ACTUAL PROVIDED IN a LINTEL Q • 5 REBAR AT BOTTC S AS INDICATED " MINAL WIDTH N (VARIES) U) Mw MATERIALS 16 GAUGE POWERS cT-P precaslThtels = 3500 psi. STEEL BOXED LINTEL 2. Pc prestressed IIntels = 6000 psi. 3. grouted per ASTM C476 t'g = 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 60. 1. Refer to manufacturers specifications for Installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementltiuos 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 O 4'-6" LL F 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL 'LL F 3'-8" LL LINTEL PLAN SCALE: Y4"=1'-O" N O N tg CM v �„- a LQ w � S' ti CL e o R f) h, •o m x N C L n roc 3 a) �c or 3 m r. La �U eM N N V ///..1 � lei fli F1�,'-_ ��•• iJ�fFillii'�1'� To the best of the Engineers knowledge, information and ballet, the structure) plans end apecificatbns 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. AJ�IIIIII (A oj r N N o C0 t1 Uj M rN O a a ALL" 3 z z M C °r G tAw4 o Wr0 r4 rr° m W �2Qj°' Q z N z H IL a 06 ❑❑❑ z W 0 Z z r; Q a N .O LLJ w Q N r• Q o E oo Q =e E g O U �QO U ggc-� Z M "da w� wz aw CO c& V z m J a< a w �Z 5 a ° W f}Tj m$k �w 0U 3 0 �O = 'LO O T 0 CO LO =)N o Ln Q N _j m o LO CM-0 CN mo LO oN E (0 '� LO Z cc cc ryn� N m a E U _j a o JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. U 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1, 2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2: 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" y/4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT: SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32'EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationlsprinkler systems including all riders and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To p7vide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches: Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5• FBC-R R318:1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8• FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r4infa8ll occurs before vapor retarder placement, retreatment is required. 9. mBst be re 86 ed be oreeextenoiP gt ea mert�. r along the foundation perimeter 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 install after construction is complete, including landscaping and irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be Issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BE AMS, AMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MI C ROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. tau } W N co m W so o to Z, N (n c d O N � tli >Es. R3 p3j N S$ Cj A A rc ,L1 c E to q 0. v N 0 N 0 / µ CT t.. y. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E $cj r Y C LL ..J NN0 LL ii a J LL W a z 0 z o _ @ e LL co 6 W M Z H 2 N OU ❑Li❑ W _ c9E3 z U) a V) z 0_ s 0. a a-- 2 o 0 r. C_- �Ul N o fQ F- co U ,.r Q C N � M Z q LL Eon V5. sLL i } lV o Z® F o U ZCO 0 z t-- 3 N qi MZ� �O Z�= m J . 2 m } z q z � 8 aw 0� W flJ O 0� a� Tw z� a� N � i- = v `_ �� ° y0 'L � O m ro L L0 co CN N ° Lf) Q C g N ^ LL o m O LO CM M O T Q 00 N T E c M Z z U') E N v; m >= a E ci a o JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. SN 3 W x a E 0 kn ZR N Lo N iw c7i g' tc a N N 8. E I•Q c J C J t- M 0 0 a M O v� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-011 TANK -LESS W/H CORNER OF U HOME H C G GARAGE SIDE 0 0 0 5'-011 STUB -OUT FOR 0 1'-011 o o ;n GAS METER a U 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-511 (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-511 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-311 1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 61-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 2411 O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x _ P 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x — + 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" 60 2.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap m♦ 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 11/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing, Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL J N.T.S. IYV I1 MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM P SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS STD. 90° _ _ _� CONT. #5 BAR > I HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO r: CONT, BASE PLATE BEARING COLUMN �.•� ; SEE PLAN FOR REQ'D 1 �—PLYWOOD FLOOR COLUMN AND �- =` SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL i TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist _ BearingLocation J Series Depth End Intermediate ® _9-1/2" 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails when - — 9-1/2 _.2-8d.. ._ _ 2-8d BCI6000s® 11-7/8" 2-8d 3-8d possible\/./\ BCI6500s®_ 14"_ 2-8d_ 5-8d 1 16" 2-8d 6-8d - BCI60s8 14" 2-8d 5-8d Tight fit : " 16" 2-8d 6-8d -7! " 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90so 14"-- 5-16d - 5-16d required when indicated or 4" max. 16'_1 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration, — r 61" A 1y" ROUND HOLE MAY J 6" 6 6 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. - _ Any 16" joist Spun (tt} 8 1'-0" 1"" 1'-2" 1'--2" T-3' 1 T-3' V-T' 1 V-11'" 2'-4" 2'-93 3' 2" 3' T" 12 T-0" V-1" 1'-2' T-2" 1' 3" 1'3" 2-4" 2-11'. 3' T. 4' 2 4'�,. 6-41 16 T-a' V-1" 1'2' 1-2" 1' T' 2'-5' 3'-21 3' -10" 4-91 5' T' 6'-'" 7-21 20 IAY' T-1" 1'2: V-2" 2'-0" 3'-0" 4'-'U' 4'-10" 6-11" 6'-11" 7'-11" 8'-11" 24 I -a' 1'-1" 1'2' 1-3" 2'-5' 3-T' 4'-9' 5'-10" 72' 9 4" "' 10'-9'' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide [_1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset In up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ,•,Install tight to.top flange. Joist hanger ``4], Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. 1/4%2" gap ti, I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0 6 X Joist o depth 0110 I -JOISTS BUCKETS N.T.S. 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--` SEE PLAN FOR--'•• a . • •, • FOUNDATION INFO a' STEM FOUNDATION r GRADE r- REINF. SEE PLAN a.. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Mint R'-MTtn A 1 TLJnI 1 r-AtM TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE v� 1 G (• tl.4 .- d �a • O • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d N4 A °tl . co G tl d n a d T SEE FND. PLN. SIZE & REINF. N cm Q d W e u o= h ro U N .0 ro o H � N das� d o 3 cc .2 N a— C ro o Q. 0 M O o_ " t Ti, I L C Fv To the Feat of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F. E a 8 ar S N '- OCo'? (0 IL 4JL f%i �No LL W 6W a JLLLL CW = r oa o0E $ co N m J W O1a' Z N M Z J Z u, U z QU Z Cn F=•- ❑❑❑ 0 � N ZE3 z to z Z N+ O W $ N c Q -9 se o CIO M Z _ U_ o i wo i gR o a= go w& 6g :D0 z � to �z T 3� wSy M I � ci C `_ �a .2 hE Z 5���Z 5 vi $ L W � m� w4 u,w w4 �° 0 °3 O E I� rn B C7 L_ , O Co Lf) ::3N C Q J 0° N 4- 0 0 Ln }+ 0 M M M 0 to o L O T Q 00 N r E c It z z E N�n' C C C w 0 v c U _J Q J JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. S N 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM tj — — 0° • p ..' _ = I 4 D7158-CLASS G or H, or ASTM TTT T�T r� D3161-CLASS F, IN ��LL1�111 ° = I' 12 ACCORDANCE w/ TABLE llrrr r_ —T � I ZTYP.) VARIES R905.2.6.1, FLORIDA BUILDING _— ~ CODE 7TH EDITION (2020) I TIT I RESIDENTIAL 8„ ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES - - SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGHS' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER —� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL— J/ NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA .2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD 41 U.N.O. U.N.O. #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4'W" 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 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E _ �! r ° ° p • Z ap C 6 MIL VAPOR — - BARRIER _ _ — p• • _ 04 COMP. SOIL. ° (COMPACTED TO 95% _ _ MODIFIED PROCTOR TIT TR T11 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY)l DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--� 8"W'xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT.�/, I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w w/ / (10)10d NAILS iv 2x P.T. PLATE TYP.ASSUMED FINISHED ' ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN � FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ' !4 GRADE eo— o — (1) #5 REBAR w/ OPT. I I I I I I �SGREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT " O.H.D. RECESS ;q z1311 O.H.D. RECESS . '.(�V a :. . . .• .. 4ry — °Q =II 4" SEE A/S3 OR J/56—`"I I I FOR REINF. INFO. T"5M71N. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 --' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. f_ 5/8"OR 1/2" HIGH STRENGTH — ` (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"00/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT:1 /2"xl2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ELEV. -0'-31/2" �31/2" MIN. A.F.F. g (2) #5 CONT. —/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE •2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/810 x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT P x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �3�1/2" MIN. MIN. xj) SHEARWA SCALE: 3/4"=1'-0" 1 /2"(min.)- 4" 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ,_,� T T§1 /2"(min.)- 4" WEaMIA 1155 IIMF?`-7- 4 1 11FNII Ir 1 11 11 �;�I rl ll ll ll ll ll ll ll.11 �l ll ll ll. - ' - • - • I - 3/41f=11-011 �Eas�c 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M��N3s INSULATION PER FBC AND ENERGY cad FORM SUBMITTED WITH PERMIT- 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8" x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK PLATE WASHER TYPICAL 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 WI A x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR FIBERMESH BAR BOLTS 6" M OM AX FRTE WEEP SCREED INSTALLED ►- o END OF 2" P PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Xo o N z_ GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE v-_ a. ° ° '� M — o FINISH GRADE a0 GRADE 60 MIN. F = 60ksi 25" MIN. LAP [30" MIN. LAP] [ Y ] g — — r D II. 11 �11 11 II II#5 REINFORCING' III II II�II II II I11 11 1 . • • • � • II� _ III rl ll r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN INTERIOR A. . a• -31/2" E_ N � Cl) EMBEDMENT NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE m 00 E M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE �—'1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 1�6x6WlAxW1.4 WWF OR FIBERMESH K S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_�� SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR " " " CONNECTION INFO TOP OF BEAM " " &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r- BEAM SIZE & i.. CONNECTION INFO 2"PL4 P.T. ATE 2x4 #2 SYP P.T. FRAMING w! 7/16' MIN 7/16" O.S.B. SHEATHING O.S.B. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOC TA�IDN Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o Uj CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN j wl MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR ow SIZE AND REINFORCEMENT) W BRICK PAVERS or AB PER COMMUNITY SPECS 0'-0" FIN. FLR.� •' 'i CONC. PAD INFO, TAPERED COLUMN FRAMING CI SCALE: 314-= 1'4• (2) #5 CONT. ' =1 I.� ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 Q si WWF OR FIBERMESH o. 4 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 ^ +i`Lr" 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD - CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 GRADE w z= • w P 0 z aww ILL QQ V1 C) a FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 9 -•q-.... wry\�\ { 0 N CV C o a� a N _ o m x fn O C= M Vl �p � Q N m d If 13_ al 3 4 . c " C. r= a„ Sd 0 CV j, ` "o << To the best of the Enginser's knowledge, information and belief, the structural plans and apeGflcations 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. EQ m Q0 CA N CS (� C �i 0 co � LL LL NcN+�1- LL CI v a a Q LL� a Z Vq _ Qo A cO m J CI W r°2pjOi z LL Z - Nz O W Cl)W H N Q U OU ❑❑❑ Z W z z $ J — — N z M (jl- O w. V) c �' U, W m $ z o z z M 0 ' Z E g Q E wo IzC Z� o� �o a' Z d aQ W� co <O U� �g for Zz Z J NV o ° 4 m ,z g Z a o zz W`3 ao �w �= NLL z3 J � �w 'o v g� gl< 2O = > LO Cr O A' LO N o LO o N CL (n N +-' o LO O � U- O N T 00 Q T E M c LO z m z :3 E CN �, a E v ¢ a JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT t, 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 1 / -- , 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + + POINT EVERY OTHER ++ + STUD W (3) 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)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL // F� TO DRAIN CL V EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4, 1ST COURSE 2ND COURSE I3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW r B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 8'/ STD. 9CrHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN.• - LOCATION l 111110 RON 01 �I MEN ■�lii IIl�■ Milli Nil NOTES: 1tJ 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD 1/2"X9 1/2"PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL J T 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.) MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE ' GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARDS CONNECTION ASSEMBLY FOR DRAINAGE ��` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL " u SCALE: N.T.S. a a A ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 318" 88" SOLID AREAS ARE STEELAND GROUT FULL 8x8xl6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 71" 58" --_ 2 x 6 P. J-BOLT 41" TRACK 34" — BRACKET FOP 3 iARAGE i00R 10" vvvr, r r,rw r. 6 3/4" _ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 2x CRIPPLES @ —' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) 1 (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"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W1(2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op �N�NC U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If 0 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FIN ISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING 2 16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END/ FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 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)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) wl MIN. 4" EMBEDMENT P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT, MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK It 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 10d @ W O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 4g• SPLICE STAGGERED �\ ' Mi4, /_1 Od @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ (4 16d TOENAILS TO 78P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S A F= 2240 LBS '+ SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 --i `NAILEDLl INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESS SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) I (5645# SPF) I (6970# SPF) ,S (9335# SPF) N. 8" 'OXIED A.T.R. 1 & NUT OXIED A.T.R. 1&NUT �XIED A.T.R. I&NUT ROOF TRUSS ABOVE /— 2X BLOCKING \2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. / STAGGERED A CTA(:r:FRFI) TRANSOM FRAMING 0 o BEYOND. ------------- -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 N N �c N o o 0 dUj }- y W cn CU �o S7 N -C y Q � N Co c= W m jc E •,o�G � 3 � �.�CJeu N d A o d U c'M 0 (V 0 C i ✓�' :i I A C i ` i'� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contalned 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. aE R 8 Lo W N N a LL W a 3LL—u_ o Q i CIL rrn O 7 y O � 'ro t0 m � N in2-M 4 z W W_ 3 U)Z y ic ILW N Z OU ❑�❑ W 01 M h �o v �4—J Uj ' 'U C)V 0 w V1 c c AM r z U • A C °, N ID _I_ o M � LL E O V Wos kz o Wx o �a �1 z ���m:E > C b z, z <n 02 'o 3Z W 6. 0 6. o z w� �~ �o M zld 0_ 0 y' 2� _ > Ln O ai T Ln CO N 00 LID �•. CL U) o ;, N �- CO0 Lf) 0 � C11) m c� 0) C14 co N Lid T 00 Q r- T E c Ln to of° z = N M d E v w 0 .J Q c J JOB NO : 23-03654 SCALE : AS NOTED SHEET NO. S4 W M a CT N 0 N N I i 3 Q N N E_ E E c a> tZ N N c� 0 a M 0 ciC/) SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX• 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t 45' t SEESTRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULE FOR APPROX. 8" FROMSHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO FASTENED AT @ 8'-0" OIC. EXTEND AT LEAST 90% OFRIDGE JOINT W/(3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATEACH & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSSEACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING W/ 10d GYPSUM WALL BOARDATTACHED GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRSTAND 1/2"CDX PLYWOOD OR 7/16" 12" D.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/Cw/ CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" PTPLATE SLOPE OF ADJACENT SCISSOR TRUSS) IDETAIL 2"x4"CROSS BRACEAPPROX. 8" FROMRIDGE FASTENED ATDOUBLE TOP PLATEEACH JOINTw/ (3) IOd2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @FROM RIDGE FASTENED AT EA. ENDEACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN �TOE NAILS @ EA. END GABLE IS 4'-1" OR2x FRAME WALL (SEE WALLSHORTER)SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING � lo, PLYWOOD OR 7/16" @ 48"O/C FOR THE1/2"CDX (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF• i NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA.AND 12" O.C. FIELD END TYP. TOP& ATTACHEDW/ (2)16d NAILSBOTTOM (2)16d TOENAILS 2x4'T' ON TOP OF PANEL BLOCKING2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1063" 4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4'T'ON TOP OF PANEL �° 1/2 8 J BOLT48 0C @ 48" O.G. INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCR70.C. I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6.0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATESMOISTURE BARRIER 10d 3" @ 4" O/C 1!2"x 8"J" BOLT 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0+ PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEBSECTI0NWEB, 21Od USE MSTAM36 w/ (7)1 O.C. MAX) w! MIN. 4 NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. S52x4 TITEN ON OUTSIDE #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL JAND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FORSEE AND TOP STRUCTURALX-BRACING, CHORD BLOCKING NOTES AND NAILING INFORMATION � `� SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/WOOD 1 1 1/"(2)16d NAILS TRUSSES cO �o � 2"x4"CROSS BRACE.2x4 8" FROM RAT RUN BRACINGAPPROX. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/CGABLE TRUSS -4-ET!5�—TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TONAILSIMSAT SP2 w/ (12)10d2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE . . NAILS AT EACH STUD ( ) FASTENED WITH (3) SECTION SECTION 4 16d PER SIDE 3 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S`CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 AT 24"O.C. ON TOP OF RIDGE FASTENED AT EACH JOINT w/ (3) lo "L" BRACE TO EXTEND BOTT. CHORD FOR 4 10d & (2)10d TOE AT LEAST 90% OF WEB LENGTH (SEE TABLE) TRUSSSPANS ATTACHEDW/2-16d40� NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 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 W/ 10d NAILS @6"O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ (D - 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS '"{ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED _ SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)w/ (2)16d TOENAILS CONNECTION i2) ARCHITECTURAL FINISH " " ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUALOF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T'ON TOP OF PANELBLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1063" @ 4" O/C (2)12d TOENAILS 9 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9ADDITIONAL INFORMATION. SCALE: N.T.S. S5SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS)TOENAIL(2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S.S5 S5 12 6.9 MAX. S5 GABLE END BRACING DETAIL GABLE TRUSS 12" �SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL Ko)0 SCALE: N.T.S. S5 I L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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) a a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 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) • 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2'4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 61S5 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.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiGo LU a ✓,9 car CORNER JACK tY W z cc O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. '01 INS NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 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 cite O r= C. s� d c Lu ao ��t-, o Ili S M G9 N Cc>c v C 'L n- N o L N O Q L d CV F o �c � E3_ � C2 a ¢ ac d `J IY •� T o E o c1 U N 0 CW 0 Inc) F'r:7;;rS0 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 - Residenbal 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 I_ Q E $ M 8 N m Iy, 0 (0 v C J 71;,. K LL » tArrl$ LL w LL N o * p a aj s13�- S w ZS a Y Z JLLLL Z °x o 2 cc v 0 _0 p ffl C tG m < W i9rn d 00 r-z Z M z Q 0 OU ❑Q❑ z W z z C, � N tf Z ��N � T fp Cn w � a V 0(D V) w ro N t'Q �-A V a w =� N r.0 o M z Z J LL O .O f E 0� 0 zp Wx U CL 0 ry i C F- L g a cn C a 0 � I4 v J �3 W �O g$ a Y w m 0 tt °wLL L O > L0 B m i Lt i � N a LN 8 N ^QCr m jCN �+ O Ln }+ 0 Y M M O N Lt i T 00 r E � M L z m z N E ° C JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. S5 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C, 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER\ N i 0 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY A. 6x6 W 1.4xW 1.4 717�_ �_ • WWF OR FIBERMESH 1 — : d FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �,f: HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 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. U_ —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER 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) v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE NISH GRADE 3) # 5 REBAR ON 3" CHAIR 1U—� I I` STD. 90'HOOK ( Trs t! (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTIONri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 XE W/ O.C. )OR TRUSS/JOIST 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. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED 4 z T PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. 1 A.I BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP, 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1^" ^ ^ 2"x BOT. PLATE (2)1 Od @ 6" OX 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 WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH r _ - .°..—....--. ter.-___— d. A. Fi 1"!r V 8 1 T11ITCHIRLEARANCEM N3 INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15132"OSB �I EXPOSURE 1 (x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D SECTIONII II S oHEIGHT NOT FULL SHEET- II II 0 Z 0 II II _JI = IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T_ T _T I) EXPOSUREI EXPO F SHEATHING w IIII II SOLID 2x III C III II II II I o ALL C SBLOCKINGHEATHING v0 EDGES (SEE III OPENING SECTION X- III III x II II R W II Ilf x E W _ 2x STUDS III III II II II BEYOND. f SEE PLAN III I I I II I II II II I I 0 II Lil — am WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANX". z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4- O.C. wl 8d COMMON NAIL LL 0 NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 8 w/ 8d COMMON NAIL uujj LL O O PLYWOOD SPLICES 0HEADER -NAIL SHEATHING TO HEADER OOp w/ 8d COMMON NAILS Q 4" O.C. (2) ROWS @ TOP & BOTT. Cn vj O v7 m LL : LL ~ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END x c LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE PLATE BEYOND SURFACE MORE THAN 118". 2x RIBBON OR VERTICAL A HORIZONTAL SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL stts SPACING Z-1 S 3/4" S 1/2" e r S 1, SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFan .m rrKiu . 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.) K"_C WALL SHEATHING INSTALL, S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED --- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA, x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH •E : ° . "' -III—III—III—I I ° d ° 1�11111�111111111 , �• ,:• d ° .. . M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 1) 2 1 (2) (1) LSTA30 4'-9' 1 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. FINISH GRADE —= -IIII— I ' 4 z i—r (3) # 5 REBAR ON 3" CHAIR 14" I 1'-8" W/3" MIN. CLEARANCE J ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 c ca m 0 Y 0 > W O p {j Cr-- d co"c) � N m o fn ,Q 6f N �O 3 O0 m w rs.c C• C3 c '_ [U • -S c� ea 3 a> O c E m ci ca `a N N W> Ca .' ST;1 f ; `;'F To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to N (,j '�V J Lo 0 C;nl t­_ 14 _0 cm, uj LL LL - J LL d 4 C9 � g r M 0 ui 1 LW &z Q N N fn FW �^ Z O d ❑O❑ W L gN 5j Z � }�FQQjSj n- Ln C1 a) 'U 0 W $ �y N w � 8 R E _ �0 � E� 0 2 V t__ �q� raa Wm UQ8 o F E %� X U 0a g� z N w8 tt� N ao m� z�W�z& J s aw 8$ C, � 50 W C, �z F �LL a Sz Jo wc� Cn 0 ¢ U O > Lo O vt L° t� L_ Ln :3 N C Ln `� Cr J (n o ca N +-+ O LO ...i O ILL M 10 N V) T 00 < r- T E c Lo Z to to E CV o- w U Q O JOB NO : 23-03654 SCALE : AS NOTED SHEEP NO. S6 (MONO) E: SCALE: " = 1'-T THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS CnD DICC AAIn DI IAI IAIC(10AAATIPIAI 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS V VP1LL ,FA ALIGN THIS STUD WITH FACE OF 2ND RISER / I I � T -- \ \ SYP CUT TO FIT , I kRS IN WALL I --2x12 SYP BEARS IN WALL I 2x6 SYP I 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / / \ NAILS) fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 -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 4--2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 I e \ L/ATTACH ALL CO/ STAIR TO CTAPCONS @ -ATTACH ALL COMPONENTS 1x4 GLUED OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 1 STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAI SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD —Lx SYP CUT TO FIT BEARS IN WALL ,r—r-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ]LED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING x4 DRAFT 2x12 STOP TREAD 2x12 TREAD ,� -� GLUED GLUED AND AND NAILED-- i NAILED 2x4 PT NOTCHED INTO ` STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE-­� AT STRINGER CONTACT POINTS I171L2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE--' AT STRINGER CONTACT POINTS _kl -7 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1 /2" NAILS) / \ IJ 1 L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4/GLUED AND NAILED TO STRINGER AeOR DRYWALL SPACING SE SECTION VIEW "E" SCALE: 1" = V-0" CTION VIEW SCALE: J" = 1'-0" ON F F 2x4 ST( 2x4 NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER 'x OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR � \ PROVIDE \ / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: J, = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT _TO )ISTS) u 11/ 2X STRINAR 2X BLLOCKING PSON MTSi2 w/ ' 10d x 1 1/2"AILS ZOR 32X BL05KING RD RISLN?_ / ECTION VIEW "H" SCALE: 1" = 1'-0" C Nl C o Q d LQ ? W ci a o Cn N m N C 6L tl o C7 N t N O> ou, Y .r ou o a.d' W-m t d m CM c E m o w CM 0 N 0 :. .� 4 To the best of the Engineers knowledge, information and belief, the structural plans and specMeations 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 potions of the drawing pages bearing Engineer's signature and seal. h M a s�r v or-f--R v LU Mc Q ° a LL U.13 $ O 19MIN 1 CV G rnrn m W M Z IL (q� w U y N 0 OU ❑❑❑ Z W zo —, — d ,jy 13 — N (0 LL axJ Q cnrl 16 W _w v O w g Ul m YZ Uj • Q a <� Qc~ c c75 � L E Fo � oLL o a °Of rod KV �� Q I_ �0 rZ Z W ry t 3 a W0 � W z W� �E 0 z z J � aw 0 i W`� 3 a ^ 8 LL go RW ~ m Jz a� �F yO cFi �Ia °z c 0 B 'L O rn 0 LO Co N a LLO _ Q jLO (� to N f'- a--i O }, Y O CO). M 0 Nid L W Q r- r E LO Ln c0 1* z° cc z � N E (� d `m n� E 0 -1 ¢ o c � JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. ST 8 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F_ �♦ UNACCEPTABLE INSTALLTION •� DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8„ PROPER INSTALLATION ♦♦ DO NOT DO THIS •• 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 C 1 X 4 1x4 P.T. L ♦ ♦♦ #5 REBAR (TYP,) �� ♦ • 3!4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE w/ 8d @ 4° r 3/16" 0 X 3" LONG If FURRING FURRING � ` FURRING `- (2) ROWS 3/16" x 3-1/2" #5 REBAR ♦♦ •� AND NAILED w/ 8d COMMON @ 12" 11 O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ♦♦ •• 6" O.C. EDGES AND O.C. FIELD TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING ♦♦ ••• „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1� ♦ �S�D. 90° HOOK (TYP.) ♦• 2x BAND JOIST W/ FACE NAIL 10d 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90^ � ♦ _ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID HOOK (TYP.) ♦♦ •• BOTH CELLS ♦ • FACE NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT DDI, METAL SEAT PLATE DOOR JAMB NOTE: O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' • ♦♦ ND D BOIST TO PRODUCT El x 3-1/2" TAPCON @ 16" 1X4 1010 ♦ TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH ♦ ♦♦ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ♦ NOTC HB @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ �" • ♦ • ♦ w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 • ♦ ♦♦♦ INTO BAND JOIST & (4)1/4 x2 3/4" " 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL NOTCH WEB AT THE •.• FIRST 2 COURSES TITEN INTO K.O. BLOCK t5" ♦♦♦ ♦LED .•.• BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION(11 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 wo SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A _ 16010 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID w/GRour 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN.F 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SEE NOTE 1 BELOW • 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"x21/4" 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 BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE I I ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" �. POLY -CELL IN THIS AREA2 x 8 45 DIAGONAL BRACE AT EA. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FORSCRIBE T� I PER PLAN I I 1-3/4"TRIM PAINTEDFURTHER CONTACT ENGINEER OF RECORD FOR INSTRUCTIONS. (NOTCH) FACE OF ARCH W/ (3)10d NAILS TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEADOVERRAN F CHANNEL, DIA. @ 24 O.C. �'BACKSIDE Lfl/ W/ 8d NAILS BRACE/BLKG. N.T.S. FASTENED PERCONNECT NOTE 2 BELOW I IJCONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) B o OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 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%a' WOOD _ - - - - - - ------ 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. SCREWS @ 16rr O.C. MAX. IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 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'-0" 5'-O" 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 INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE ' ► B_B /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - - - - r p ° !•• #5 BAR 2-0 8 SIMPSON STRUCTURAL SOFFIT ' ► �'o"�° .'• CENTERED W/ D r ' ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5A FO _ r : ' °► IN TOP 4 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 w/ (10) SCALE: 314" = V-0" ('*) FOR ALUMINUM SOFFITS WITH SPANS ► • ' KNOCKOUT / iv 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► P . 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 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS ' JACK TRUSS PROVIDED BY JAND •�. :' SIZE AND REINF. PER PLAN SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :► .. ► 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 d Z TO BE INSTALLED ,_0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2kO�FRHq • --STANDARD BUILT UP PLWD. BUCK - * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4- + NCr (2)10d NAILS @ 8 O.C. N lit #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NEQUAL4' NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + * TO TRUSS TOP CHORD FILLED CELL — 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + r : V 16 1 L. . j r ., r : r., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL 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. ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP ... SCALE: 3/4" = V-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. 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 SI 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 t 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 I HWHERE THIS CONDITION (MAX. 4'-0") r #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 TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER g�_0 SCALE: 3/4" =1'-0" O SHALL APPLY (EVERY OTHER CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP�12�LL- wFILL NON SHRINK GROUT, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 9 A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° x , ° ° SIMPSON HTT4 w/ (18)10d x 1 w CL REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO ¢ 1 u- a * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. _ 5/8 DIA. ALL THREAD ROD ~ #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. " 6" MIN. LAP SPLICE W/ > ° EPDXIED w/ SIMPSON "SET"' i' 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 & v¢i in FILLED CELL SMOOTH. DO NO FURROW. ° ► ° 3 MIN. EDGE DISTANCE `~1 fl DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST 7 SPLICE NOTE: �•, ► `' REMAIN FREE OF MORTAR. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 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 SECTION 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 MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING 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-0" en C'V o 0 cm- CU =a Q v cr- o �, m tV -'a N C W a m 4 H d N -¢ .d N �y 13.E W Cu CY �W r, CD O C E J M. N O N X 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. f� 8[Q� � J J WW LL tL W a �Ncs, LL uj a Y _ 0 LL U_ U• o $ c rm$ 0,90 m c W W �1ON`° J0 turn d z Z U0 �oW ODIL N M z U tUA Z OU ❑❑❑ W z z z $ Q W f z CzlJ 0 w ANEWw MID M Fo �h ¢s o o z® wa CL U j� � ° Z I-- � ao wg ms yC Buz Z 3 83 __ ao Wm �dp � °LL H w O h � iIK U5 O = > LO CC 0 rn W W Lid (0 N :3 CV ^ Q $ Jam+CN N ') O LO � a..+ O Y M U CO O °0 o Ln r Q n LO r E Ln z E N JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. SS 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/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB__ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH M TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� DIAGONAL AT 8'-0" MAX 2X4 COIF T&BCF WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT ROOF PLEAEN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J w w fn WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION STEE PLAN EXTEND SLAB 1 1/2" 4; \ (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0' PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN '7EXCEEDS 30" ADE �i 2 ENTRY PORCH SILL �14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. 1 �T--- ---------- COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 - -*- - - — x-'- - -x==- - => 1 =- ..ram er 8 - " - SLAB PORCH SLAB SEE Ak VK LEVEL FOUNDATION PLAN SEE CUT (2) #5's CONT. T&B w/ r,, CONTRACTOR TO INSTALL - #3 STIRRUPS AT 4'-0" f MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 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 BLOCK IFACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 SEE PLAN w/ (12) 10d NAtLS .......... SIMPSON HUC410 w/ (14) r -- I A -A ALTERNATE BLOCKING CENTERED AT I I 16d INTO HEADER & (6) I I I FOR CANT. DETAIL @INTERIOR BEARING SPLIT TO TIE 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE 4 I INFO SCALE: N.T.S. I I WOOD TRUSS SEE FLOOR PLAN FOR I i A I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN I I CONNECTION INFO I I I --- --- REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE L _ _ _ J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. _ 7/16" OSB FLITCH PLATE L_ J SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C Tl� /--EXTERIORSHEATHING COMMON BM. TO POST ATTACHMENT rA� SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE PORCH SLAB SEE EXTEND 2" ' FOUNDATION PLAN SLAB 1 1/2" 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ - -- - ,k � -.- - - (22) 10d NAILS OR (2) #5's CONT. T&B w/ , a w SIMPSON MTS12 w/ 4 n #3 STIRRUPS AT 4'-0" 4" z r� (14) 10d x 1 1/2 NAILS WHEN DEPTH ¢ a TO FLOOR GIRDER EXCEEDS 30" PORCH SLAB SEE CL N BELOW @ 16" O.C. GRADE FOUNDATION PLAN w N Z Z w - (2) #5's CONT. T&B W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH '� 16" FLOOR SYSTEM FLOOR GIRDER EXCEEDS 30" LOWER OR SEE PLAN FOR SEE PLAN FOR GARAGE SLAB DIRECTION CONNECTION V-4" SEE PLAN SECTION @ FLOOR PORCH SILL 15 LARGE STEP DOWNK 17 CONNECTION 22 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. r�- SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE 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. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r• 1 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS j / SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 202 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - - - _ WALL EE PLAN XF CDX PLYWOOD OR'/s" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - r - - SEE PLAN FOR OPT. 4 ° STAIR INFO. IF "° A CONCRETE STAIRS o ° FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB 4 4t a (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH +GARAGE ° EXCEEDS 30" 4 Z ORr ° LOWER SLAB SEE PLAN - - 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. C3 o ) c W 0 w o m tro � ems-, � m63x„ y M a H 'p N Q _N N eq CD0J oa d C :t-- -,z 3 to � .� .= j V of CU C CI y o J� _ CM _o J I � • t y' 11 a i:';':.L r Y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0La aa O ftii J tli '0 I? u. 0. W ' cr, d w a- Q� � o 52 0_ Z CIL z moor-; _ o o cc t cc W "� W �R�pjOi J w Z to N O Q M to F N = o o00 W z � z N M Ln *v) (DO 9 c Ln oil 2 t � 1010f owl W _ py 9 J p I y a9 I.— R3 g U p0 E z zC1 H L .z W¢� g wz W 1 (d T � � 6 Q � Y m0 0 fr Z LL z v >i s 1 o Z ao W T LLZ «« 0 j0 On lei 1=-- I� �j+ z a w- 2I¢TU �o 0 C O i L6 0 0 m m 0 Ln Co � N o U) QCr J N m a--+ o Ln O d OM c� S� 00 o L O m L Z Z � , 0 E N C 2 E a; U c 0- _j JOB NO : 23-03654 SCALE: AS NOTED SHEET NO. D1 I , i i } (1) SIMPSON LSTA30 w/ (22) (2)- 12d () GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. I I EXT. SHEATHING MASONRY WALL A BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE I FLUSH W/ TOP } BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN BLOCKING 2 OF MASONRY & 8d NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to 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. I ° SURFACE /ig2A�)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. SILL PLATE w/ SIMPSON LS30 w/ (6) A SCIMPSON S30 wEEDING 6 T (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE 00 OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTARBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • --------"-----'-"----""'-----'-'----'----'� CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. j��% BLOCKING TYPIC WALL INFO 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 •° •° ol VERIFY W/ PLAN 8d NAILS @ 3" O.C. %' JOIST SEE PLAN :% (2) SIMPSON MS 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„0 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD i & BOTT. CHORD / 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" %;-- O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST �'� END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 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. - 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �; SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" Holi .I' ! A l P. l: .i A 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES 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 (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. NAILS TO STUDS BELOW. OD SIMPSON SP1 w/ (10) 10d NAILS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN ---------- 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE I �(2) CONNECTION SEE PLAN „ „ O 5/8 A.B. @ 24 O.C. AND 6 FROM EXTERIOR HEADERS �. ? 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" 2 x SPF REQ'D JAMB INFO �. OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 12d NAILS AT 6" EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR \ C ,�,� H O C BASE PLATE PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM O SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 2x CRIPPLES 16" O.C. @ W/ 2 12d TOENAILS T/B () 10d x 1 1/2" EACH SIDE (2) 10d TOENAILS AT EACH END OF 2-STY. FRAMING BAND JOIST & BLKG. O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) ,' 1 1/2" (USE SP8 FOR 2x8 2 2 x #2 rr �. S I WALL) @ 24 O.C. r U ; , SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. \I � EWALL OR BEAM WALL) AT EACH STUD AT HEADER / OR LVL GIRDER t..,'.:. 1\ IF OPENING IS GREATER THAN 4, t . JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B .� AND MULTIPLE STUD PACKS PACK W/ 10d NAILS 8 O.C. @ " TO BE INSTALLED AT EACH END. COL. SIZE ; , 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER ; ,, NAILING SCHEDULE 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 TYP 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 N ILS & (4) 1/4 x2 1/4 TIE BEAM MIN. 6" EMBEDMENT 2 2x TOP PLATE (2) SIMPSON LSTJ2 w/ (10) 10d ( ) NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS - ;; : '• ' �.T._..-- 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 TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. aC� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR2STORYWALLSONLY. SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. GIRDER @ 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) q 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 BE IS USED FOLLOWED IF DOWN SET OR BOX HEADER S (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 OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B _ THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2 2x HEADER SEE PLAN () MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ �c i0 �TFN �TF 2x CRIPPLES @ 16" O.C. @ END OF HEADER. SEE 1 2x SILL PLATE W/ 12d TOENAILS. �2x 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER /S4 FOR REQ'D JAMB (2) OPENING LARGER THAN 4 ft (2) 2x �8'' A pA 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 OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 LS30 w/ (6) 10d x 1 112" 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 OP 2x CRIPPLE AT EACH A SIMPSON LSTA30 w/ 22 ( ) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING . ; CENTERED TAPCONS �.. W/ (2) 10d NAILS NAILED TO STUD PACK j' ' FLOOR DECK FLOOR DECK 3" O.C. 2x4 BEYOND @ DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. C QCD m LL, a o = �C_.'� a m y m4 a O y 'D tV � C e a 4a� U .0 � � a-c-3 C v m 0 VIA LA 0 �r :t k ;' ;F ; To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FA g g c-, ro- 0� %a �rNi a� d a Z LL ii a � z cp _ Z �rn o 0 �m� o '�N(O m W�I"0) z w N t- Z F z o< oo❑ t W L} N Cl) z a E3 - N C o o V U O Dw s Vl c �„ U U 2 � c Q 2C, � V o M ww 2L E Wo 'zR Q H $o U Z® CC 8C ¢Q -3o U 0) WOO J no C 01 m O Z rn J > z z gZ dz W m3 LL�W �k �� J o wI NO LO o, 0 Ln Co IN :3 N o L ) .-. Q J (n m N o 0 Cr)m ,x M -� M Ln T N Q ^ri T (L E LO z z E E N ` a o41 s c a a JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. D2 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 ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T4 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 STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ 'n WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow Tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING --y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as® in each detail that corresponds to the numbered items in the list o{'I�nstructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER S'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 UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK Iff I � DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE ° 1'4" PER PLAN V-0" PER PLAN 4 SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 - 3/a"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) 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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied _ . i 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 RIM JOIST 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. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 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. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL LF ADHERED FLASHINGEAMB&HEAD THROUGH SELF -ADHERED ASPHALT 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 manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP g g pp (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, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and VERTICOSE ALLY AMINIMUM 6° READ ESIIVEASSHOEASE PAPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6, 6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING ETCH IHERED FLASHING 1 2 4 5 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER I Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH w w� PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS ---------------- 1STER STOP NTINUOUS BACKER ROD ;EALANT MENTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. pp � NW W.A Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Ci � •o a w o ca Q n C � U e ti N y C d • 'tl o Ilk e N � X 3 a� o aw d ca c= G U .''= Q -. 3 .o CU a y Q. S7 L '9 a N O CV sn o_ -Al , 4-1 y To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti Lo N d Ql (p yk 0 ��LLLL 2 co t-- r- u. uJ a tiM� w a a ii a Y 0 Z cuQ �-r u_ � -grn Q5 cm� it W ENm m u, J M �O W4' o w MZ90 mZ � a N O V ❑[J❑ W $ _z z z o d < rz � 4✓7 M z (Dc/1 LL + •u C: O w o as -0 O � J E 6 ti 0o �iZ � Z11,�< CL10 E ip�p a� cn c Q m0 °w Z Q) J s 3 a 8•' �o U W wLL °z caw LL `r z w� �o � O �L O rn 0 U*) Q g U) m N O LO LL M -0 0 ce O .0 C14 L0 r Q 00 N r- E r (� LOr Z E N a U 0 iu 'D p JOB NO : 23-03654 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets (10 Gauge, 4-1 /2" x +1 i 2' x 2-12" See Anchor Schedule Bolts 11r2'1 Dia- A325 Gald. (TYP,) v J / a iff 114 f-Drit Ing Screws A/C unit Bottum Edge Hurricane Strap (Typical 3 in front) Front Cross Support (May be cut to W) Lett No (16 Gauge) p 14 Sel(Dilling Screws Thru Brackets S Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) i as�$aF WashPFs Nuts *p flc alarallatn)c. aural art )NKmualesi 1-wnursc,Arr 9mll fie s" "Vin avaddsle srpeb tetasr Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business is Professional Regulation Building Codes and Standard Product Approval Application Detail rear 1 dt s+ + ,2&t,.. _.,. 421111 Intel at Rift Do cat IA"hdOG multi yeraw m1Ctl1b(yta( >2oraeM endnea& uoarea Validated ear VaMod llmIDmffi rmAwfly L Apall Ewa. AM,,.tlw 2020 Strait Vent Produce, Inc. Win" Glenam HArm N%F, Nowo P.E. Look# Sondan P.C. 12M62020 12 IN11020 12282020 Apprwad taegorri Snx'Aaa Components (617) 441.6368 FEE75770 (334) 300.1800 lIACM1toM. products introduced sea Reath of info®amednntean New Terhnabgy Conpl4nn Ilsalos C-vallrstim Rspart torn a Flodde Registered Avchl1w as Ucansed Florlde L Prdt .'met Engineer Bea@ summ awwmn &t rtram g aamaji" Apmoaad for Use late" Am7ovad fa USA naafi' m Impact fiesta" DAVO rns ums t taronVent MrWeI 10 Dual Funobw Flood end Vemladon Vent 12212021 Yes Yes N/A .100F100 2 me SdVent Medial e15ae994OB0511 Dust Fund. Flood and Vsnikedon Ysm 12012023 Yes Yea NA .100110o 3 "rtwm Model#1540-520 neupted Floll 1?J3i2= Yea Yee N/A .10Db 1DO 4 Smanvem Model 0154O521 hn Ustad Floclvent 1221tim Yet V. WA .100A100 5 amartVam Model a1540 524 t66qud;Garage Door Food Vert 17212023 Yes Yes NIA NIA 6 SmnVant Model M540-570 VJaod Wail initiated Flood Vent 1N.n12023 Yes Yea NIA -IONL100 7 amNnve, Model 01540.574 14.56Wd: Ornea Door Flood Vent 12012023 Yes Yes NIA WA Florida Depsitmerd of Business & Professional Regulation Pass d1 Building Codes and Standards 11142m1 Product Approval Application Dull %' tli1"'�"'tib:t-. �+5''a".�h�d� �t1�,•M r �,�.. ���s.r'u ��I°L�I �. ,,. ,w. .,, ..r ,..� 1'srr:<u Qk BWOL.PL gat gins OKOpwWna Ibis lips Vault¢ mailamu L Sim ll loomm LLIGM ltwd a Validated BttM= tIiG.&WAid Aaiarad Shut Ridden 2020 Drexel MetaN. IN. Jason S ortaft Zachary R. Prod Looks 3014" P.E. OWI 2020 0810orm oenoezo2o 1 a132020 Appro-d Category: Rodeo 15o2) 303- 511 PE-74021 (3341 3W-1800 SubCaoparn Maid Roasng Isnumete@rusnrrM.com Campeanoo 111400d: 5nUenbn RAW from a Floods Ruysfered Arahact ore LI-.0 Fiona professional inglnar seas) hodAN tMda. Nuroer or Noma QuaftAmuram�s e JProduct DowiWlga Comrad exWrotlat Dad Apaorad her Uu ADKVWd Intwu for Use impact awm 629" Pressure 1 Orexei Mtlel Rooing Systems DMC 1UON3, D61C 1soarl OMC 17m OMC 200a, 12/312025 Yes No NIA +Of•160 Duo liv Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOW Page 2 d4 M023 YrYN 1, Lisa Want- Memdelea t &stint szonu L11910u YAWAUam swgtm BWO= Fail AOaavtl anaLso atalLL le -Won 2020 Therina-Tru Corporation ate. idepersol Lyndon F. Sanmidt. P,E Ryan J. IOrg. P.E. b4n52021 12/31/2020 04222021 OLOe2021 Appraed category: Exterior Coon 19oolo4 7928 PE-43409 1813)767-6555 au4Caasgory: SwlnOng Eateries Door Asserl slaspaoonQthermatru.e cmplialce Method: EvNoatpn ROW tan a an Florida Raystered Arohhed or a Ucaned Florida Profeeslonel Engineer Ao... dlarua Aplrlmd far the lard 2" In! product Nadi limber cir Name gggjuirt Dy,d W, casred Pamlralen Ore in HVa Outside HVHL Bliliaaat lift- t e. M snna-Tru FIbx CMsslc and Smgoth-Star Al l a"":$ scalp rnpad8qua: Opaque /221/M28 No Yes Yea WA Composts Edge Flo rplas 8hpla Door (lnawaigoutswin0: X conifavapal) 2 b. Thamha-Tfu rll+WKAesllo and Sfnooth-&er Nei 61141138;8 aquar,ImPs06qud: Op. qua /21311=9 No Ya Ye, WA Composite Edge fberysel ehye Door wpm Sdan4(n (Inawhg/Out rOr l XO. OX or OXO cannourada,$) 3 c, Therms.-Tru Fiber-ClaFk and smooth -Slat Nil08s39:8 iquottmitadliqua; Opaque 1201rM6 No Yes Ya WA 4 d. Tham `rru Fiber-Cbeala and 8modh-titer 5 e. The Tru Flber 42910 and 8MMM4&ar 6 f. Thermo-TIU FbK-Chip and Smooth-Ster 7 a. Ths".7m FlWr-Clsasic and rr lit-8Nr a A. Thenro-7ru FIbK-ClaedC #no 8madn-Stir 9 i. Thtm,s-Tru Fiber-Gasdc and Snodh-Su 10 1 TnemM-TN Fiber-00.1. end Salon -Star 11 k. Therma-Tru Fiber-CIa71cand8mooth-Bier 12 I. Therms -Tin FIbK-CIOesIC n4 Grtmalh-81er 13 An. Theena-Tru Flbar-Clasalc and arnodb a. 14 A. ThemN-Tm fiber -Classic anti SM000,4111r 15 0. Thoma•Tru Flber•Cleeble and Smooth-Ser 16 P- Therma4m Fiber-ClafJc and Smooth-Stor 17 q Thvn Tro Fiber -Classic ono SmoothSter Composite Edge Fiberglass Dade Door win or v.Nmout SMddss (hswny0un4*0`51; XX w DXXO CalOpuratlans) NrrNna 86e3008qud;hp1d6Wot OPAae Composite goes Fbegass angle Door I hswingn0vt ling: X cartyutabon) N.10W 6aSM O MFra;eryodiquot Opaque Conpoate Edge Fiberyea ethos Door win 96011 (s) (1-ing0dswing: XO, OX a OXO configurations) Naryntl 49030..0 8qud;Ipad8wok Opaque Corp.w. Edge Fbortue Double Door with or wen out 81d41Ihs pnaxing/Out"ng; XX a OXXD curfouraiorn) Nawntl 88#39:86oamd;alpsd6qud, Glazed Composite Edge Flberyees Singe Door (nswingfouawing: X emigurmarq No ins 1141103111 Aquat:"dtqud; Glazed Composite Edge Flber(aaes Stnits Door wkh te"Na(a) (IA"na4upnnp; XO, OX or OXO carrWretidnel Nom4nel 684111311;8 "Ot; reac la Gazed Carail Eggs Fibers*% Date Dog Mth Or will adel6es (Inpuna/Outfwing; XX Nil configurational Nalknel 96N3a V 4gua;rnwd6grd: Gazed Compome Edge Flberyaes Single Dow (lisdngfoluawln0; X Cmlgursill No "Al$&W=Oiamd:ImWd6Wd; Glazed (Xmpodte Edge Fiberglass Single Doorwkh Luria sl tlmwinaMuliwing; INC. OX. OXD con8purtllorls) Nominal 86038A agaa;I pnd6quot Oazsd COmponite Edge Fiberglass Data Door Mth or wkntad eldtltes 0nsMnVO4taMnt; XXa Oxxo amllpurs( ons) NaNnai dtle Niqu t;W"clic at Glazed Molded Open Composite Edge Fiberglass anus odor (hawngA7ulmine: X amogunllon) Hahne ebe31NA Aquq;npealiquot Glazed Molded Open Composts Edge Fiberglass Single Door with Glazed Molded Open SiMb is) itn"nglouawn,g; x0, OX or OXO consgumeons) Nominal 98416qud:npedlgAa, Glazed Molded Opan Composite Edge Filiation Dablo Door Mth wwnhoul Gaged Moded Dow Skill les (1nsw+nlW0lswlnt; XX a OXXO configurations) Nominal 6&WO:864oa:kW0Aquct Opawe Composts Edge Fiberglass Bays Ilea In Molded Open Sldtlbtal (IneslniggMP4ing; XO. OX a OXO -flit nlbM! Nominal ate39;66grd;11n44dA0uat Oaqus Canpodta Edge Fiberglass Double Doer with or w"out Glazed Mooed Olen Sid4l"s (nsFingfOutwllrg; XX or OXXO tonfigurartal 120120H NO Ya Yes WA 12W2029 No Yea Yea WA 121312026 NO Yet Yes WA 121312M No Yes Yes WA 12/31202e No Y. Yes WA 121312M NO Yes Yes WA 120120M No Yes Yes WA 12r %on No Ya Yea WA 12W2026 No Y. Yea WA f 2412026 No Yes Yes WA 12/312026 No Yes Yea WA 1213112024 No Yes Yes WA IW 20211 No Yes Yee N/A 121312D28 NO Yes Yes WA Florida Department of Business & Professional Regulation Fatal d1 Building Cabs and Standards 1112021 Product Approval Applcation Detail 929e Iganyat an Faa Qatpml" !itt LM Varier IdmLthuat QMUA daulnLiAl asra xeIWal" )(alll m Sam= FDC A O ¢fat hmmlw AWkLL Revision 2020 POT In0worlos ferns Rotewskl Mares -Dark, 0=0-CER Mlerni e8CC0-VAL 1/110=0 1012812020 11242020 API-VO Capin 6-lor Door (g41) Awai 00 trial 315.2610 rhmca4g.ly! Sldhg Evterla Dos Assembles kosarsumpa nduornn.a Canplianca Method! Cerloss til M.Ar a Lidng van PILM14133 praalda : Quality A,,- Aaora#dfortla Assinlyndf, Use Import 2" ! G7i34luModal. 1Am16aor Nano Pr." benwaltral, carill etNaalan Otto In HM Wild, At Real a. g DCrD5670 (Urge Wall npad) Onyl Slldng rdla,s boor OIV142021 Yes Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project far which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31,01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 CA FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15I2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261,1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofia FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Piyglass USA, Inc. (far Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580r3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 WA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITVV Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL.6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630,1E NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation page +d3 Building Codes and Standards 252oz2 Product Approval Application Destall 5 4WJ wl' gasp Entltvor ➢eta ➢sit nags, Ismal Ing l j� version Manufacturer contwt E mincer a llcenes Validated By Validated Submitted P13C Approval AwroutedBi�IB RwlelDn 2020 Thorma-Tru Corporation St" Jasperson Lyndon F. Schmidt, FE. Ryan J. King, P.E 07r29J2020 07112CM 0712g2020 10/130020 Appraed Category: Exelrior Doors (800) 843.7828 PE-43409 (813) 787.055E SubOstegory: SWnging Evil Door Asesmbles slaspersonGthermehu.co Compliance Method: Evelusbon Report from a in Florida Registered Archtect or a Licensed Florida Frofessbnal Englnea Qeoe Product MKW. Number or Name Produbt fn, Odor Contract QUWLAUARM Eingl Ir{ILan AbarlsuadferUx Armraysd/nrUS2 Dees In NVH2 Outside HVFR 1131111111 Resistant 21" Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Stu Nominal 08e39,15 SquoOmpaotill Opaque 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (I newrg/Oulawins; X configuration) 2 b, Therina•Tru Fiber-Cleaaia and Smooth -Star Nominal 88e39,8 Squot:Impactsquot; Opaque 1213112022 Yet Yes Yes WA Composite Edge Fiberglass Single Door with Sidolill (Msw(nelOubrwng'. )l OX or OXO configurations) 3 a 1Tlerms•Tru Fbar-Classic, and Smoct"tar Ncminsl8&R39;8 8quotlmpact&quat, Opacllts 12/31/2022 Yes Yes Ya WA Composite Edge Fiberglass Double Door wtl, or without Sdemea (Irommolouu wng; XX or OXXO connguragons) 4 0. Therima•Tru Fiber -Classic and Smoatri Nominal lumon;OaquothnpactiI Opaque 121312022 Yes Yes YN WA Composite Edge Fiberglass Single Door Fiber Srraoth•Siar 0nsWr)s/Oulswing• =nfpl urrfil Nominal Uag; O lmpsct&quot, Opaque IZ131 r2022 Ya Yes Yes WA 5 e. Them• -Classic and Composite Edge Fiberglas► Single Door with Sidelts(a) (IrsawrE Our ew hi X0, (X or OXO configurations) 6 f Therma•7ru Flber.Classic and Smooth -Star Nominal6&t�;p Sglrot;ImparS&quot Opaque 12012022 Yea Yea Yes WA Compoane Edge Flbelglass Doubt Door with or without Sk1alite t (Inver Outamng; XX or OXXO configurobona) T g. Therma-Tru Fiber-Clatsb and Smooth Nam Mil 6&A39;8 SgUU;ImpaR&quot Gaed z /Z731f2022 Yes Yea Yes WA Ci lte Edge Fiberglass Single Door 8 h. Thermal Fiber-Clessic and Smooth -Star (Insw(ngloutswingt• Xconfiguration) Nominal U013e,8 aquot.lmpad6quct; Glazed 12YJ112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidatb(s) gruv4ngl0ut4Wng; XO, OX or OXO confl urafona) 9 i. Therms-Tru Fibu-Classoand Smooth -Star Nominal 8&e39:8 Bgl.lot:lmpa(;t&quot; Glazed 12131/2022 Ya Yes Yes WA Composite Edge Fiberglass Ooublo Door with or Wthout S"Itea (In wing/Outmvi g; XX or OXXO configurations) 10 1. Therm►Tru FIber-Cleado end Smooth,%r Nominal 8&#30lO Bquotlmpsatsquot Glazed 1 V312022 Yet Yes Yee WA Composite. Edge Fiberglass Single Door it AWAA /OuUAAnAg; X configuration) 11 X Therm it Fbar•Clusle and Snnooth•Sbar Nominal S&MO aquotlmpacta qua; Glazed 12J312022 Yes Yes Yet WA Composite Edge Fiberglass Single Door with Sidslib(s) Orlswng/OubWng; XO, OX or OXO configurabona) 12 I. Thomme-Tru Flba-CWec and Smooth -Star Nominol8&N99;08qud;ImpadBquol; Glared 12131f2022 Ysa Yes Yee WA Composite Edge Fiberglass Double Door with or without Sleelhes (IrAhMrq/Oub»mg; XX or 0)0(0 configurations) 13 rn. Thelma.Tru Floor.Cgaxlc and Smooth -Star Nominal 861139:6 &quotlmpaictil t Opaque I2J31/2022 Yet Yes Vat WA Composts Edge Flbegises Singte Door Wth &quor.Non-ImpactAqua; Stdelibs(s) OX or OXO configurations) (Nomin�il/8&aMY,8 r 14 n. Theirma-Tru Fiber-Cletslc and Smooth•Ster uct'ImO. &quOt;ImpaC6qu0T, Opaque 12/312022 Year Yap Yee WA Composite Edge Fiberglass Double Doan with &quotNon-Irmlmot&quot: Sidelites (InsW fig/Outsw+rg; OXXO configuration) 15 0, Therma•Tru 9ber•Classic and Smooth-8tar Nominal 6&#*,,0 Squotimpad&qud; Opaque 12J3172D22 Yea Yes Year WA Composite Edge Fiberglass Single Door with &quol;Non•Impactliquot Sidolltl (I nsW rng/OuuWrg; XO, OX or MO configuratwna) 16 p, Thermo-Tru Flber-Claeric and Smootr4Sbar Nil I SS09;0 SquctlmpadlLquot Opaque 17J312022 Yea Yes Yes WA Composite Edge Fiberglass Double Door Wth 6quatiJal-Iriped6quot Sidelites (Inswlrg/OutsW fig; OXXO configuration) 17 Al. The rmo-Tru Fiber-Clesmic and St o th.Stsr Nominal Stal 8 Sgtat'Non-Imps t1quok Opaque 12J31/2022 Yes Yap No WA Compel Edge Fiberglass Single Odor PreNWIne'Oulswing; X oomigurationl 18 r Therma-Tru Fiber•Classio and Smooth -Star Nominal s&e39:68quotNon-Impaa&qubt Opaque 12J31i20?-2 Yn Yes No WA Composite Edge Fiberglass Single Door with Sidaltall (InaWng/Outai XO, OX a OXO configurations) 19 s T1lsrms-Tru Fiber -Classic and SmooinSter Nominal 8&eSg;S&quokNon-Irrpaot&quot Opaque 12/31f2022 Yea Yes No WA Composite Edge Fiberglass Double Door Wth or Mmout Sldelhsa (hewing/DUINWrg; XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic and Smooth Stu Nominal8&fK18;0 Squot.Non•Impaa&0lgt Opaque 12/31/2022 Yes Yes No WA Campbell Edge Fiberglass Single Door (In.WnglOutsWng; X aonfguration) 21 u, Therma-Tru Fiber•Clasaic and SmocthStar Nominal S8r13i70 &quatNon•Impad6quot Opaque 12131l2022 Yee Yes No WA Composite Edge Fiberglass Single Door with Sidalte(s) (InswingrOutir fig; XO, OX a OX0 22 v. Themes-Tru Fiber-Gossic and Smo ,* %, confidUratlontl Nominal U039;0 SquotNon•InpadBquot Opaque 121312022 Yea Y.. No NIA Composite Edge Fiberglass Double Door Wth or without Sidelkes it eminy0utavins: 10(w OXXO Configurations) 23 w Therms-Tru Fiber -Classic and Smooth•Ster Nomina188JJ39;8 SquotNon-ImpactIl ; Glazed 12131 Yes Yes No WA Composite Edge Fiberglass Single Door 0nsWrlyOutowrg; Xcenfigurabon) 24 K Thermtl•Tru Fiber -Classic and Smooth -Star Nominal Mail SquothJon-Impaclaqudt Glazed 12131=2 Vat Yes No WA Composite Edge Fiberglass Still Door with Sldeihs(e) i1nsW ng/OutsW ng; XO, OX a OXO configurations) 25 y. Therm. Fiber -Claws and Smooth -Star Nominal 89939:8&quothlon•Impactliquot Glazad 12/31/2022 Yet Yes fib WA Composite Edge Fiberglass Double Door Win or without Sdell es (IfalMngfOutswIng; XX a OXXO configuration) 26 z. Th&"A.Tru Fiber-Gsawc and Smoath-Sbr Nominal 8&e39;0 &quctNon• Impsctaquog Glued 12/312022 Yea Yes No WA Composite Edge Fiberglass Sngla Door (InlaWng/Outswyg, X coMigurabon) 77 za, Therms-Tru Fifer -Classic and SmoothStarNominal 88,09;0 SquotlNort lmpactill Glued 12/312U22 Yee Yes No WA Composite Edge Fibergless Sngle Door with S dell (s) (InsAMnstOutawne; XO, OX or OXO configurations) 28 zb. Therms-Tru Fiber -Claws and 8rroothSlar Nominal 8&M39;O 8quot;Non-Impactitil Glazed 12131/2022 Yes Yes No WA Composite Edge RWglaes Double Door win or Without sbelltes prWwlrgloutswing; XX a OXXO configurations) Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Pyet d2 1 �412p21 r £M !nuttier gal 20 QeDttendric Fat mYA version metailial=Qtol, Emenser A Linens, yametod IN x iAQAmmval humnll a♦Sam ReVShM 2020 MI Whole" and Doors Brema thw Wis Roberto Lomas Steven M Unch. PE 1a�0ill 10fad2020 W912020 121152020 Approved Caei;W. Exterior Doors ( 717) 395.33M PE-02514 (71 T) 317.9454 Subcategory: Sldno Exterior Door Assemblies tnitllngtnorniwd.can Coopliancs MMho&. Enk llm 144pat tom A Plalde PrIget dAwehited Or. U.-Nni Florida prof ..lontl Engine. QaWLgtaSaGt AaaaNdf Lkn Anaowaratea lineal podw Bled In KVHZ CxralN RVNZ Williams [IlSOYLt 1 GERIEB 420AA.UMINUM SGO SERIES 420 ALUMINUM SOD OXO 1Z012024 No Yes No WA 1453146quotxWqud; NON•REINFORCED 2 :ER 420ALUMINUMar30 SERIES 420 ALUMINUM$GO OX XO.XX 12131/3024 No Yea No WA 98ts1ud R80&yd;. NON-Rtl N.111. 3 SERIES 420ALUMINUM SGO REINPORCED 5E1l420ALUMINUM SGO REINFORCED OXO 12A12024 No Ya No WA 145.34Aqud;x0s6quoL a SERIES 420ALUMINUM $Go REINFORCED SERIES 420 ALUMINUM S0D REINFORCED OX 12/312024 No Yee No WA X0. XX 8uqua:xmqud; 5 SERIES 420 ALUMINUM SGD REINFORC,EO BERIEB 420ALUMINUM GOD REINFORCED XXX 12/312024 No Y. No WA 1436qud;z98aqua: Flodde Deparsnerd of Business & Professional Reguladon Building Codes and Standards Product Approval Application Detall PAga 1 d a 102D21 n,, �. ,1 ,..I..., ,. ..,.Jf' 11 AN v , .a re .,- e. : .. :,. ,.. .,. 6' w✓.. .,"., 11Yvn w. n.!s.. � '�.. �' Ne. - Qu ate ilia Data Penh- 2112 mYBt Yl6196 Sig rs MeerS La as YNldasd av )(y galAilielifild FeC AMMVAI ADVOyed sea R"Won 2020 Wayn6Oak.. a swam d0vaha4d Odor Dwayne K-I,h John E. Stara Jointly P. Amaon, P.E. 1 W1212D29 oa2vn2a 10rmol?0 12/15/Z020 Apil Comment (3303703.8121 PE-51737 (904)821-5200 Caleoay: EAterlor Doors dkomisraweyne-dshm c subcaa901r.S.,33-1 Ssts, Door Assembia an CoOpIIK"a"Ma : E.lualm Ripon Can s Flolda Registered Arohltevt or a LlcMatl Florida r,�14t26PrOduoh Protoeslanal EnOnser aaa ,gvalyuAukrappa CaaradtmlralonOao Amravad fa use Aaernvtl fa Uee labial hlMYHZ Outside ad�ttt !Dadw chases 3 8000/810018200 M105 SUM, MaK widti. 14&a39; Ma height. paring 121312021 No Yes Yes .31,00,35,00 aYalleble In top or Inbdlato lrnesedbn 10 6000A71D8200 #1 23 104e39; MAX width. 14&M. Max height. 0144ng 12/`3 3 No Yes Yes .30.00,43.50 available in top or Intermediate section. 11 8000/61011/8200 e1124 134439MAX wish, 14114139. hglz listen dazing 124112023 No Yes Yes -34.401.36,30 41n104 In top or htMmeol to sod", FlofWa Department of Business & Professional Regulation Building Cosies and Standards Product Approval Application Detail Pape 1 art I&M1 n., .. M. y. ..; .., pW111t(, ¢ '.r,' .lea , �. Y . ,.. , 1 n ,1,.. ...«` i. O ,.:.. ..1 .. _ � � a #II raft FrAteror 2" am QatPontine Fat mkt )Callan Mama" G rtdg EOWa0a.1LiaWM validated New g YAM" gmkm FecAmrnw AeatmnAd add NW31on 2020 Crde*OlvMonof AADC, Inc. Tom Rarely UL LLD Troy Bishop, P.E. 12110/2020 12tl12020 1221JM20 Appraad Category: Ulterior Doors /8411484.21113 1954)9474M60 1pry: suArCal Extenwoor DCOMWAms tan.ra"ussabpoy.Eo comliance mohod CKgfkailon Mark or Listing Flailil7luproduda m ANA Product NoW. lambaa Name Praduct Deacrlis an Ouallw Assurance ConlrM E[aiallam peke Ausnandfor Use Aeaovad far Lin Impact DOOM In.KvHZ DOW, Ill dills prassums 1 807, 707. P17, 741, 757, M. and 64T Single and Paba of Rush. Glazed, and Lowered single and pain of 12131202E Yes Yes Yes WA Doors hallow metal doors. Florida Department of Business & Professional Regulation Pees 1 02 Building Codes and Standards i&M21 Product Approval Application Detail r K. ' ,�y , ' v Y .,,. f."u .. ... � ,.. .. ',y ,� «'"' 1 -e . . - lit`. .4n � . ,u. .•. , -. -. . w. .. . :1i : 926 &a* or owl. .fita Data hndmm Data mial Yu;dan, tNgllw" Sadal Estimator A, License VMfdded sr xgwm B&M4d FSC Amrnra AUMM" aim R01ASW 2020 MI WWIndardn Ys and Doors Brant Sli American Aaedural Sewm M. Urloh. PE 11/1712020 11n72020 112T/2020 Approved castow. Windows t71 T) 3W3300 Menuredurers Msadaien 4717) 317-1145A Subcategory: Strels Hung bsRMnpsrBimiW.00m Campllalles Planned: Cemlee.0on Mat or Lading t$WIICA,- AMMZIAALUIIL aaammIa lha EWaait 219M rtlalt Madill. Matter or Nam Product Diftriall ID HVHZ Olt Ill Plesaln 2 186 BH 522 FIn/Flahgs G/6 Frame IG Bn016 HMO 14108 23 No Yes No .601.60 L-meted Glass }a � Cu 0 CD :Ei C o O a. -a W O O C C O N 3 0s U_ I�•s 6F / (D *..a F_ so O CU ��/)a V ^0- 1..i. Q Z Z W J fez \ C%i !V c 0 O Z.� Z. W All ci CL o c= o C 4C 20 V, cl LL. C11 O O to O dV t N d p III ONSC N its � 1Z r t= 6f C2 �+ L,) 3 �.� W� =CL) L a C O N C3. •O G o a� CD cn E N Z U)_ CU `v > 0 > L C:L O 0_ � U 0 Ili W CIO ca all CL O I` ca CIM LU Z z J Z Q J a SHEET NO. PA 1,0� Florida Department of Business & Professional Regulation Pop.6 of9 Florida Department of Business & Professional Regulation Pop I a1 Building Codes and Standards +asuaz2 Build ng Codes and Standards 15 0]+ Product Approval Application Dirtall Product Approval Application Detail IN S9ye EMKV or ! Pndtg 1 _ I1ae Vamu= IleOYdgbt9L Canted engineer & License Validated III Yaggaill alligril{Ma FBCAmrowl Averment Gisela ides Mil LYI Dt Posts- big Revision 2020 Thermal Corporation St- Jespenon Lyndon F Schmidt P E Ryon J. King P.E. 10007rd021 1B/2021 10/1sill 12M&2021 Approved MGM VWSW klanufa=ff Caned VOINNW ~ Vdwm DAMad P&C Aco19Ed Ae1Xgved 74U! Oateg*Iy: Eest or Dom (800) 843.7&M PE•43409 (at 3) 7674556 mfw* n 2020 PGT Industries Jana Roeowad M.r+D*da 5CC0- CER aMrrlFDade SCCO- VAL 1IMMD20 110020 11/11/2020 Approved SubCabgoy: 8Wnging BAnnor Door A"wnbloo ajs"orsesh®thermati Coh*W NAndows (941) 48HlOD (785) 316-2590 CompllaROe Method:EMurbon Report from a m aLtcmoury: Single Memo )reso IOGPpnduMeac Fbrkle Registered Architect or Licensed Florida Carping Nahod: Coruscation Mal or Joel dl+l ProfaoslorW Engineer ProWda � FLdMatiHl2 2ysjjp(atieppe1 ANIMM MLisa ausi d tar ues loom Glileb IEa1! 2AWkAur3eaa m -Nn m M,-IOGpole, AMLMMdALUM AMIAU ZJIU lmaaal Aim In MYMZ Quad11e2niti Ruliars Pfoom a3 Product Model. Hum der or Name product Description Contract expiration Dab inn HVHZ Outside Hi Resistant Pressure 2 SNSSOO lines Leeds, "Pod) vinyl regle Hung wtraov 07/30A025 YM Yes Yes NIA 1 a. Thertne-Tru Fiber -Classic and Smooth -Star Nominal 61611 4quo0on•Irtpep0quot Opaque 1201120222 No Yes No WA (ompoeib Edge Fibers lees Single Door configuration) 2 b. Then-Tru naFIbA Claus and Smoot -Star h Nomla 8&a30;8 aq rcyaWBquot Opaque 12131/2022 No Yn No NIA Composite Edge Fibers lase Single Door with Sid*)Ws) Onovingt0vtor lg; XO, OX or OXO oonfig.mit e) 3 aThorme•Tru F bm-Clanic and Snrooth-Sbr Mori eill&OLIOtNon•Inpocl&quot Opal 12/3112022 No Yes No WA Fiberglas Composition Edge Doul* Color Wth or Without Sldolitss (InewinglOuteMng. XXor Oil confourations) 4 d. Therma•Tr Flber•Clasa and Smooth -Star NOm)rst 7011 &gtlotNon•Inp"quot Opol 12131t2022 No Yes NO NIA Composite Edge Fiberglass Single Door (InsWnglOutawmg; X configuration) 5 a Thamm-Tm Fbar-Clank, and Smooll -Star Merrill78e3a;0 equot Non•ImpstlBquot Opaque 1261/2022 No Yes No WA Compostts Edge Fiberglass dingle Does with 5ldelWv) Onvoi ng(OubaArq: XO. OX or OXO cwRguracony 8 1 Thenrr•Tru Fiber-Cli and Sntooth•Sbr Norlinal Call &quctNonlmpaamglsd; Opaque 12/31/2022 No yes No NIA Florida Department of Businssa & Professional Regulation Page l a+ Composts Edge Fiberglass Single Door Building Codes and Standards 1Mto21 OrreAngfOusng; wX configuration) 7 it ThemrTru Fibw.CNesic and Smooth•8tw NOrninol 8aM3g;0 &quotNonlmpncmquot Opaque 12/3112022 No Y" No NIA Compvefes Edge Fiberglass Single Door Wth Product Approval Application Detail Sidelite(a) (IhoWi gtOutsivil XO, OX a OXO configurations) 8 In Thermal Fibw•Ckssic and Smooth -Star Nominal 811939;0 A,quatNon-Impecl&quct Opaque 12J31/2022 No Yale No NIA Compors Edge Flbwglbm OOuble Door wit h or r•� _ _ Wows$ Sd*lfas (meWng/OutsWng; XX or OXXO Version annuitant- Cool Ee yamoseBy ViI11W14 s FBC Antoci Ain -vies! ash& conflouatOn6) 1:Aa a 9 1Thermo•TW Fiber-Chaticard SnloctMSglr Nominal 680 :8 dquotNon-ImpaR8qu0t Glazed 12/3112022 No yes No NIA AftMW 2020 PGT InaYrW Jena Roaowa IA.m*Dea000-CER Mil i-()ode i-VAL IIJX 02a 11 09M 20 11A1M20 Appromd ComPosib Edge Fillorsless Bill Door Col.pory: Mtndears (041) 486.0100 (786) 345.2690 OnsWnglOubwMp; X configuration) 916001.9ory: Fil Ir[eonkePUOrdUW O%e 10 j. Therma-Tru Flber.CksslC act Smooh 9&St Nonrsr elli &quotNOMmpact&gloot Glazed 12/310022 NO Y04 No NIA CW011ancs Ndbod: C.rtileelon Mel or using m Comporb Edo* FlMrglose Sing I* Door Won Sld*lNe(s) OnsWngfOWswing; XO, OX or OXO PIiY3AmpreOLna mnhpal 11 k 7harma•Tru Finer -Classic and BmovBh•8lat 68#3) Glazed Nomhel 68Edg:88g 12/31f2022 No Yn NO NIA awaLauwmNa AmrandiGulu Amrevad ULUU t� oWm Edge Daulpi&quot elylg/O Doublo Door with or Fiberglass Prnmimd Y.daL Narea w Mar beiverholon � v4#Wies In WN1at1 SIOSIRM (Inrving/OuteWnq; XX or OXXO SDI Plitil (Lwp MWIk Impart) WqA Fkr OJPreload MIA configurations) 12 L Therms-Tru Fiber-Clauib and Smooth -Star Norm al 711 &quotNonlmpootLq lot Glued 12/31/2(y22 No Yn No NIA CwnPoNb Edge Fibwglm* Single Door OrieWnyOubwng; X caNqulation) 13 m. Tharrel Fiber-Dwaic and Smooth-Sksr Normal 78OGGG&quotNoMmpad&qudt Glazed 12131/2022 No Yale No NIA Composite Edge Fiberglas Single Door with Sidelfte(s) OnaWngfOuleWng; XO, OX or OXO confithroons) 14 n. Themk•TN Flbw•Cknk and Smooth -Star NornYal 8&a39;0 &quetNonlmp*ct&gtudt Glazed 12/31/2022 NO Yea No NIA Cwm m% Edge FibM9less Sing is Door O-WnWOU-ft; X oontlgunal 15 0. Thamp-Tru Fiber-Cksck and Smooth -Star Nwhw 8&IY39;O &quotNonlmpactkLOt Glazed 12131r= No Yes No NIA Composite Edge Fibwglrs Sings Doorwill Sdolue(s) OnaWrglOutawdng; XO, OX a OXO conngUndb p Florida Dapaft7nent of Business & Profs9alonal Regulation Popp an 1B p. Theirs-Tru Flbw•Ckeslc and Smooth-Skr Nomkal 50311 &quotNonlmpactill Glazed 12/31120Z2 No Yn No I Building Codas and Standards tAkZQ1 Composite Edge Fiberglass Double Door Wth Or vOvtg Sidelines (Invoing/Outshil XX or OXXO configurations) Product Approval Application Detail 17 q. Them Tm Fiber•Cknic and Snvoth•Ww Nominal 8301 &quothlon-ImpaW&quot Opaque 12131I= No Yn No N/A Composts Edge Fiberglass. Single Door wnh l - , - •, .. ., Transom(InsWns/OutaWne; O/Xconfigurauon) .. -...- 18 i Therms-Tru Fiber-Ckosic and SrrrothStw Nominal 8801 &quotbion-ImpadBquot Opaque 121$112022 No Yn No N/A Eaah mi � �e Pmdm Canposia* Edge Fiberglas Single Door vdth 7YJa Yam Eend r& uaasee m Y �� � 1 an Sellend Transom(IrpviselOukwng: O/XO, OIOX or OlOxO oomlgunmom) shmA.kn 2020 Jmn Hal Model Products. Inc, Chad paws V. Andrew 7sh John Sounow, P. E. 01A5202f 12M42020 oilmo21 ding FIIC Appr, 19 s. Therms-Tru Fiber -Classic and Smoo(hSbr Nomina18aR30;88quotNon-ImpacdquM Opaque 12/31/2022 No Yes No I Cackill Panel WNIs (90n 545-035a PE-li (352) 38r-282a Complopls Edge Fibenglua Single Door with "Cwogpry: adi dhad.d ockill hmnhrd SdWWs) Onsw rigrOukwng, XO. OX a OXO CoMlbnce Method EwMMon Report tom a •dim Continuous Hood and Sill mMlgunpols) Flarkk Rogish red Aaonlbal ora Licensed Florae 20 t Th*mmel Fiber -Classic anti Srm-M.Star Noml"I 88e39:0 &oJot Non4mpsdBquot Opoque 12t312022 No Yee No WA Praft-mal Eirell Companies Edge Fiberstaw S, Ie Door with 9ddto(s) OnswnglOuleWng, , OX or OXO Continuous FNad and Sill configurations) gAmm Atlmovadfw Uae A for ) ))E 21 U. The-Tru Flbw-Claris and Smodh•Sbr NOMInkI 6&a99;8 & KctNem•Impaef&quot Glazed 12131120Ti No Yea No WA !!cos Product Modd, Mumber ar HIM Prodmi DnerMon IS HVMZ Outside-WM 6fWHa Pressure Companies Edge Fiberglass Single Door Wth 5delae(s) (In$WnglOubWng; XO, OX or OXO 1 C4mplank Lap lining icr nrlanl lap Mang 1213111 Yes YM NIA WA Continuous Flood send Sill configurations) 2 HerdaPknk Lop 31ding tber- ma l lap dal 12012025 Yes Van NIA WA 22 v, ThemM-Tru Finer-Clwic end Smooth-8tor Nomiral8118quatNon-Impaot&quot Gazed I2I3V2022 No Yes No WA Composite Edge Fiberglass Single Door with S eWts(s) (InawngrOubwlrp; XO, OX a OXO Continuous Fked and 911 configurations) 23 wThentss•Tru FlberClosak and SmocthSrer Nominal e9leal&qua;Non-Inicad&quot Opul 1W3112t122 No Yea NO N/A Composite Edge Fiberglass Door Panelswith Vented Sidslb(s) OnswngfOuswing, XX, )M of XXXX configuralici 24 xTherma-Tru FiberClseok and Smooth -Sur Nominal OLM,, 0&gWhilon•Impadilcil Opaque 1213112022 No Yea No WA CDMPD@b Edge Fiberglass Door Pal with Vend Sidelill (In-riplOubwap; X)( )00(a )WX oanfigun6ors) 25 y.Theme-Tm Flow-Closse and Smocith.Sbr Nommal5&a3D;8&gUOtNon•Impact&quot Gisal 1201 No Yea No WA Composite, Edge Fibergkr Door Pansk vAth V.W d ram 1)rIt VmmD L R.,A%- 2020 MI V,nndova and Dears Collegial Windows SubCalaporyr Muem complains. Mothtrd;.lustidn Repo" tan a Florists Registered IrahNect ora Licensed Plotkin Per.saional Engines EWLVUALRmwk ffiI 2 57M S4mt HKNM alwauum R"W. 2020 Midi Collegial land Well guticatil : 80% Compliance Mahod: Evaluation Report San a Fladd. RplekndArdhil d a a U-sed Florida FLM52r"s Pled," Professional Endruser 4g. -* Product M i Nw6r Or Me- 1 a A1Ma2T&quot Soak 2 b: A4uctANlaneo T46qud. Sam 3 o. aquatGrombrka Vmbgo Boeded&= Son 4 1 smd:09Ama; SON 5 a Aqud:Ch.-W o.kAq at BdRt & f. &qud:Supw Spee&quot Sdfd Florida Department of Business & Professional Regulation Piano all Blildri Codes and Standards 1161=1 Product Approval Application Detall Florida Depertrnant of Business & Professional ReguMon rag.1 d+ Bulking Codes and SWnderds y2o2h Product Approval Application Detail Once- 24 ad& 2"Zkn sa Lea corallict grim, A Uaaa rfi IWWM fi illy Fill Amrod A,,rD-d am& Gent Slinger Luis Qlicir ,PE Maven M LMon. PE 10109=20 40166n020 1(/1ono20 12MUM20 Approved (717)395.330-0 P662514 1.31 T4464 bomkipr41mMM.com AIamL6Ylfa� Aeet..etgLb Ao➢[a1MelerJhe XW Ma balm $90KLotmueYD SQUNtsitdkwam in Ill 2ubid .lbtlfi AI*M eAMM Vertical Aluminum NAuRm 12012024 No Yee Va. WA Florida Department of Business & Professional Regulation Pepr2d2 Building Codes and Standards i0x=1 Product Approval Application Detail taI w ➢u oas Cans joindewm rdem anouKALWM gawAs t&L r gww RAMM EIGAMOeud himm as tears duck Thompson Lyndon F. schemes, P.E Ryan J. Kne P.E. OZMSM21 02n5=21 02222021 MY"21 Approved 1330)9".2380 PE43409 (813)797.6S9 nthompw@Wsido.00m aLwhA& mat. AmrovedfaUm feeU- bald @rim RP6ed Cevenaow Conrad EielnLlon Oat. w NVNL O tddo NNR Ko"wCe Pressure Vents Shco Varyi SUa 1211 No Yee No WA Vent or said Vint safe 1213111 No Yea No WA Van[ or Sold VIRN Bda 12l31/2023 No Van No NM Vent Or Said Vayl Sofa 12A172023 No Ye. No NIA Vant or gold Vinyl gala 12A/2023 No Ye. No WA Vent or Sold Vila Sala 121312023 No vs. Me NIA Siddba(a) On*Wn910uhheirl XX )=a XXXX Florlds Department of Business & Professional Regulation ova.+ sit Florida Depedi rient of Business & Professional Regulation cage 1 a/ 28 zTherral Finip er-Clan and Smooth•Staf Lit Nonmirrmll blr&a90;D&quot Non-lffv"gquot Glazed 1211 No Yes No WA Building Codes and Standards + 7+ Building Codes and Standards hai2p2t Corroded* Edge Flborgass Owl Perm$ VAM Varied Md*MeW (Inswngroutr."; XX. XXX or XXXX Product pp Application Detall ProductApproval Application Detofl oonnsuronono) 27 a. Thwme-Tru fiber -Classic and SmoothSlar Nominal 1516il :88gmALNon•Impaol&quot Glazed 1213112022 No Yes No N/A Compods Edge Fiberglas Simple Door with 3ill0 SidNte(s) Q nswns/Oubwtnq; XO. OX a OXO .., - - . - - - - - .. 1 - oonfyuranone) b9t4 ameta belt Lau ntls.Gmdos Lit Seas enut.or bit Liu Dow Pmdm ass 26 zb. Thernuil Fiber -Classic and SmoothSter Nominal W :S squat Non•Irrpaot&quot Glazed 12/3112022 No Yn dab N/A logs Version ! b akwEA,Yfiof[ yal"ii heigigfa FNClmrod humyw ad& mu MAE" goodLfA= egg( Enam,& LM.maa MNyIL& keg" "Maw E9GAmraii AgKUW Composite Edge Fiberglass Double Door wnh RaMnm 2020 TAMKO Wilding Prolucd LLC Kant Edo Robert N)rdnen John W. Knar*vam, PE 10041 0e/292021) 10AIN7020 12MS/2020 Approved ftA ft 2020 L.V. Thorro". Inc. des Thompson Architectural Tell C hnatmon Zed" R. Prier Simi M Lach, PE Oam?rA20 Ow1ano20 092M020 12mWX70 Approved 311601 Siddlos(ImwvinglOusWmg; OXXO cdopay: Rppng 1417)024-0644 PE -Wise (254)772-=4 Melts Compmy(TAMCO) 1a13)24n-3456 PE7402/ (71T)3174454 20 sc. Thsrrno-Tru Flbw-Clomp and 9rtaOl1.8klr OOdlinal $&n) Qlssed &qud;ass 12131/2022 No Vas No WA 816Celgortr. U.W weans korrt_Ws,g)tamw.can Cr*gory: Rooms 9ub0Aesp rr. Roolno Apoessal. that re an lmyApdMekaoahg.mm Composite Edg;0 Composite Edge Fiberglass Single Door with 3MY3G0 Single Dow Carolkn a Mehod Evaluation Repro tom a intaeru Part orthe Rooting �aare &dWke(*) (In►WnglOutewirg; XO, OX a OXO Flrko Rao9land Arndacl ova uemsotl Flanks Carollan. MMOG veka8m Report tam a 30 zd. Thsrm*•Tru Flnw-Clewio and Smooth -Star aMNgBee9➢Sons) un:0 &quotNon•Impeet&quit k2ed O 1213112022yesNo No V NIA Prde.bnal Enpinar naafi Raastered Archlmt a. Licensed Florae Campoaito Edge Fiborylass Double Dater wish Praocall Engineer 3U=;D Skelses (Imsel ng/Outseull OXXO A mrowedfw uu engraver 1, ur fr� mnftgumbon) g� 31 ze.T/cams-TruFlber•C42MC andSM0004or Nominal7&939;0&quothlon•1m podd,gLlot Shake 12A1r2022 No Yn No MIA E.e ProdhdMadLNunbrwrssr )etmle !lidded QWftvAmrariteAEW&Adfdruse A=6"d for Lfae llggaiL gift Swin Composite Ede* Glazed Fiberglass Bingo + TAMKO Rod Undsdayinonts(HVIQ) Rocrundenavmmts for use in FBC F(LA42 06282ms Ys No NM WA Aand Pima .. r,a1r ro. S i� $ IY� AIWOaa F,-, Door Yeth of WthIll Si t Ill Wrl (IraplOutswig,)C OX, XO or OXO configurations) 2 TAMKO Rod Ga nrlayrnNda(NON-k0l Ia1A8Odmt. Rocrundidaymmis for use in FBC nm44VI2 ofiligman No Ys NIA WA i TAMCO Flr Top 00•Podps Vein wM 8asa for Tie 2e OIL I MC roaverdkkr with bonac . oell Y. Y. Milk WA Iurtaildaoa. 2 3 TAM000opeened[Van TAMCO 01RRkga Roof Vent whb Bain 20M o9A0202s 20 OIL nine remover ial wins Integrotedbanke 08AB2026 No Yea YN Yea NA* NIA -%52A NIA 4 TAMCO Round Top Of -RIMS Vem win SfRk nor no 20 gL seat roofvrdktor with base 08f09l2o26 Yee Yes NfA WA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#9215"31 2911 OW" no no 2110 phi At= 1(21 Revision Version20POLYGmanufaLturer ASS USA Ma� pral License ohnW By Validated Submitted EKWIM 1 0 10d2 M20 = 2/1� Approved Category: Roofing S954233133OSmelpertapolyglass.corn Robert Nisminan Knezevich, PE ARR17aYal SubCat r-al PE-59168 11772.6224 11/01/2020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLi16268at81 Engineer Products D I g N Product Model. Number orM7ta Prod20t DuerlaLon 1 Polyglass RoofUndeAayments Roo/ngunderymenas 1012V2022 No Yes WA 1 Polydass Roof Undenayments (HVHZ) Poyglass roar underlaymedts for use In FBC17!23f2023 Yes No WA HVHZ )urlodk5ons. 2 Polypass Roof Unaerlaymel (main-HVHZ) Porygtasa red undenryments, for use In 12/23r2023 NO Yes WA FBC non-HVHZ )udachodos. 1 Po)ygtass Roof Undadaymn" (HVFIZ) Polyglass roof undenayments to use In FBC I2l23r2023 Yes No WA Hill jurisdictions. 2 Polyglass Roof Undedayments (non-11"ki Payglass rod undengy nlrkl for use n 12/2312023 No Yes WA FBC nora-HyR4Z)u ledkdlons. 1 Polyglass Roof Undedayrnents (HVHZ) Polyglot" rodundanaymens for use in FBC12/23/2023 Yes No WA HVHZ junedWoa. 2 Polyglal Roof Undedayments (non-HVHZ) Polyglass rod underiayments, for use In 12/23f2023 No Ye9 WA FBC non++VHZ judWlotlon s. 1 PoWassRoof Undetaymwlb(III P*glass red undengmenbfor use InFro 12/227= Yes No N/A HVHZ juriodkil . 2 Polyglass Roof Underbyments (non+illl Polyglass rodurlden4mlents, for use in 12/230023 No Yes WA FBC non-HVHZ )urfsdiadora. 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Awarvad fee U. Ao*rovodfw Ur lined b11ffi taa7 Product Moda, Number or Name $QMat ommdon Contract ExhidNOI In WA42 lmgtm onsets, 1 ITW BCGMAAM HW-Ska Ct (H &-18) Metal Co -car Pine t2Al2o24 Yes Y. WA N/A 2 ITW SCGhkarn Hinp Rine Metal Corstsaorpkte IW312024 Yea Y48 NIA NIA 3 11WBCWAb1M Trim Metal Connector PWe 12I312024 Yea Yes NIA NIA 4 ITN acobui wow Motel Connector Plot* IV312024 Yes Yw MA NIA 29111 III Vernon Kmwbd Q AMnndan 2020 Nphs Aluminum. Inc. Comm: pod anal aubCuw.v: Seen Compliance Mataod: EvruMen Rupert Ii a Ford. Registered Architect or. U-sed Flom& Professional Engineer Ib7 + Al. Aluminum 8dld &amp: Vene4 Aurnin um Sol GMU &eni Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall army a Calais fir b fir&unmet Jim act Wit R. Lomas (407) 5012005 PF82314 .phsslusmrni"a"ho 0. aaamLoincom Alpha Aurnllrm $did &amp: Vented Aluminum SOM CMU &alp; Wood Vatidokd ore Msysn M. VIM. 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FL#23864t? ges# Product Model, Number or Name Product Do=riotlon 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FLff9569-R6 Aga # Product Model. Number or Name Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SDIO212 Strong -Drive SO Connector Screw 3 SD9112S8, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, $DCF271958, SDCF272356 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDH R Combo -Head Screw 7 SDS25112; SM6134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Dirty Connector Screw SDS255001 SDS25600, SDS25800 8 SOS251128S, SOS252COSS, SDS26212SS, SDS25300SS: SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#1o007-RO Product Model. Nu m trer or Name Product Doscrlotton 1 ATR3/8, ATR1/Z ATRS/8, ATR314 Threaded Rods 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATU09-3, ATU014, ATUD14-2 Aluminum Take -Up Device 3 8P316-2, BPI/2, SP112.3, BP518.2, BP518.3, SP3/4, BP3/4.3, BPRTUD3-4 Bearing Plates 4 CNW3/8 CNWI/2; CNWS/8, CNW3/4, CNW5/8-1/2, CNW314-&8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUO77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTU0315, RTUO4, RTUD4B, RTUDS, RTUDB, RTUD7, RTUD6 Ratchedng Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod RunTiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 5/8" Uplift Rod Run Teclown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10441-RB JW Product Model, Number or Name Product Dowrintion 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDQ8, HHD411, HHDO14 Haut -down 4 HDU2, HOU4, HDU5, HDUB, HOU11, HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor I PA118, PAI23, PA128; PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap -style hold-down 12 STHD14. STHD14RJ Strap -style hold-down EMMMM ®. Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals Noted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mars -Dade County Notice of Acceptance (NOA), i6w HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 6.3,/8" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 14116" and heights ranging from 9.&I0" to 13-118". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" b 33-1121. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-117'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-WI V' Do 5- 1/8" and heights ranging from 9-114" to 24", 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3.3/8" to 7-1/6". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 1/8" and heights ranging 9-1/4" to 32". Fl-WONO-R5 Sea 8 Product Model. Num bar or Name 1 ABA44 ABA44R,ASA46,ASA46R;ABA86:ABABOR 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5. ABU5-6, ASU65, ABU66, ABLIMR, ABU88, ABUSER, ABUIOIO, ABU101OR, ABU1212, ABU1212R 3 ASW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW86Z, ABW66RZ, ASW7-7 4 AC4, A04R, ACE4, ACB, ACBR, ACE8 5 BC4, BC46, BC4R, BC6, BCBR, SOO, SCS2.2/4, BCS2 /6 e C644, C848, C648, C868, C888 7 CSSQ44-SDS2: CBSQ46-SDS2, CBWeO-SD52, CBSQ88-SDS2, CBSQ88-SDS2 8 CC, ECC, EOCU Series 9 COO-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z. CPTe6Z, CPTSSZ 11 EP844A, EP844, EPB46, EP1366 12 EPS4Z 13 LCB44,LCB86 14 LPC4Z,LPCOZ 15 MP844Z, MPBBBZ, MPS88Z 18 P844, P844R, PM, P866, PB86R 17 PBS44A, PBS48, PBS O 1S PBV6,PBV10 19 PC44-18, PC46-18, PC48.15. PC&1.16, PC653 18; EPC44-16, EPC46-18, EPC45-18, EPC64-16, EPC88-1a 20 PC4Z. PC4R4 PC13Z, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC8Z, EPCBRZ, EPC8Z, EPC8RZ 21 PPB44-4Z, PPIR"6Z 22 RPBZ FL�I Ip0111g-R5 IS" Product Model. Num ber or Name 1 FJA, FSA 2 FRFP 3 GH48-6, GH41", GH48-6, GH48.8, 01­1410-6, GH411J-8, GH86-6, 01-1166-8, GH68$ GHe5- 8, GH610-6, 01-1610-8 4 GLBOA, GLB58, GL65C, GLB5D. GLB7A, GL87B, GLB7C, GLB70 5 GLIST512, GBLT812, GLBT518, GSLT816, GLBT520, GBLTS20 6 HGLBA, HGLBB, HGLBC:, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product irld-pton Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Baas Boded column caps with WI ranging from 3.1/4" to 9.1r2" and W2 ranging from 3.518" to 7-1/2" Screwed column caps with W1 ranging from 3.1/4" to 9.1/Zand W2 ranging from 3.&S" to 7.112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plata Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universe Retrofit Foundation Plate Simpson son Strong -Tie Z020 FBG Approved Products Updated 1280/=0 Simpson Strong -Tie 2020 FBC Approved Products U ded 12302o For coedit inks to all SST approvals Noted below, CLICK HERS ,ry ueoe For tlkedt pnKS to all SST approvals feted below. C_.-...._.._ For additional Information regarding Florida's Statewide Product Approval System and Mama -Dade County No" of Acceptance (NOA). CLICK HERE FL910456-R5 For additional Information regarding Florida's Statewide Product Approval System and Mami-0ede County Notice of Acceptance (NON. CLICK .MERE. FL#10446-116 9.g Product Model. Number or Name Product Descdntion Agg Product Modal. Number or Nema Product Descrlotion 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIS Coiled Shape 3 APB44, APB44R, APVB68, APB66R, APB88, APB88R, APS1010. APBI01OR, APV544, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps APVB44R, APVB86; APVB66R, APVB88, APVB8BR, APVSIDIO, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate to 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, H10A, 1-124A, H3, HO, H7Z. H16, H16S, H16-2, H16-2S Hurricane Ties 6 APL4, APL8, APT4, APTS, APVL4, APV1_8, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 7 APLH24, APLH24R, APLH26, APLH26R, APLH210: APLH21OR Outdoor Accents Light Hangers 9 H624 Hurricane Tie 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5, HSS2.2-SDS3, HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoe 9 CBT2Z. CBT4Z Concealed Beam Tea 11 HST2; HST3: HSTS, HSTB Straight Straps 11) CJT3Z. CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 11 DJTI4 Deck Joist Tie 13 HTSQI BKTZ, HTS020KTZ Heavy Twist Strap 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 13 FC4, FC8 Framing Clips 15 LSTA9, LSTA12; LSTA16, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 18 H2A, H2.5T, H8, H10A-2, H10S, H14, HGAIO Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTledown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 19 KSS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16. MSTA16, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 21 LCE4 Post Cap 23 MSTC48133, MSTC8863 Pre -Bent Straps 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST13e, MSTI48, MSTI80, MSTI72 Straight Straps 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 24 LSSJ26LZ, LSSJ26RZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ, LSW210RZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 26 LTP4, LTP5 Tie Plates 28 RPS18, RIPS= RPS28 Repair Plate Strap 27 ML23Z, ML24Z, ML25Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 28 MMH8 Roof Tie -Down $0 SP1, SP2, SP4. SPB, SP8 Stud Plate To 29 MMHC Hinged Roof Connector 31 SPH4, SPHe, SPH8 Heavy Stud Plate Tie 30 MMLU28, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, S54.5 Stud Shoo $1 RBC, RBCP Roof Boundary Clips 33 STS, S712. ST18. ST22, ST292, ST2122, ST2115, ST2215, ST8215, STe224, ST6238 Straight Straps 32 RST-3 Roof Tie -Down 34 TB20, TB27, T830; TB36, TB42, TB48, TB54, T856, T660 Tension Bridging 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWBIO, TWB12, TWB14 Wall Bracing 34 STC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WS106C, WB126, WB128C, WB143C Wall Bracing 36 Z2,Z4, Z44 Panel Stiffener Clips FL0110447-1515 FL#10531-lid AtU ProductModel. Number or Name Product Description Sea # Product Model. Number or Name Product Description 1 CBH2.37x5.5, 0131­12.37x7 e2i. 081-12.374.75 Concealed hangers 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OHUTF series hangers Foos -mount (DU, DHU) and top flange (DHUTF) hangers 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9/16" and heights 3 GSC Gable Brace Connector ranging from 9-1/8" to 23-15118". 4 HCP1.61, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5,25SOS, HGU5.50SDS, HGU5,62-SDS, HGU7.00-SDS, HGU7.25. Face -mount hangers 5 HHR02-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5.37/3IZ Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 8 HRCI.81, HRC22 Hp Ridge Connector SM" and heights ranging from 5-5116" to 12-7/8". 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGUS 60-SDS, HHGU5.82SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 8 LSU28, LSSU2e- LSSU210 Light Siopeable/Skewable U Hanger HHGU9.00-SDS 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 10 TC24, TC26. TC28 Truss Clip HHUS7,25/10 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, TRA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC set" hangers Skewed face -mount hangers available in widths ranging from 3- THAC422 THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-314" to 15-3r4". 12 THAI1.81722, THAl2.05122, THAI2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 15 THJM2-4-SOS3, THJM2.5SDS3, THJU2e, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 18 VTCR Valley Truss Clip greater than 2-9/16". 10 HUCQ1.81/9SDS, HUC01.81111-SDS, HUCQ210.2-SDS, HUC4210.3-SDS, HUCQ310- Face -mount hangers SDS, HUC0410-80S, HUCQ412SDS, HUCQ5.25/9-SDS, HUCQ525/11-SDS, HUCQ610- SDS, HUCQe12-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated JZIV420 For direct Inks to all SST awrovels Noted below, CLICK HERE. For additional information regarding Flo dais Statewide Product Approve] System and Mare -Dade County Notice of Acceptance INCA). �WJ K HERE, FL#114WRO yam# Product Model. Numtler or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HU00210-2-SDS, HUCQ210.3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2. THG63, THGBH2, THGSH3, THGBH4 Joist Hanger 5 THGQ2-SDS3; THG03-SDS4.5, THGQH2-SDS3, THGOH3SDS4.5, THGQH4-SDS$ Joist Hanger 6 THGW33, THGW3-4, THGW4.3, THGW4.4 Joist Hanger FL#11473-R5 Sto fE Product fYbdal. Number or Norma Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H18S, H1&2 H1&2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMID, HMO Masonry retrofit connectors 7 HHETAI6, HHETA20. HHE A24, HHETAQ Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS25, LGT4SDS3 GirderTiedown 9 LTA2 Latera l Truss Anchor 10 META1Z META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWO. MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FLOM 149&R5 set9g.� Product Modai. Number or Nama Product Description 1 DTTIZ Dock Tension Tie 2 HD12, HD19 Boded Holdowns 3 HD3B, HD5B, HD78, HD9B Boded Holdowns 4 HTT4, HTTS, 14TT5-314 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13629-R5 kta Product Model, Number or Name Product Description 1 58518x24, S87/Sx24, SS1x30 SS Anchor Sods 2 SSTB16. SST820, SSTB24, SSf828, SSTB34, SSTB36, SSTBI OL, SST82OL, $STB24L, SSTB Anchor Boris SSTB28L FL#13872-R4 Ogg X Product Model. Number or Name Product DaacrintlOM 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, Straps 97 mil (12 go) MSTI46, MSTI60, MSTI72, S/MST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Straps 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9. MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 Straps 43 trill (18 go) 5 LSTAP. LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 Straps 33 mil (20 go) 6 LSUBH3.25, SUSH3.25, MSUBH3 25 Bridging Connector 7 LTP5 Lateral Tie Plato 8 LTS12, LTS16, LTS18, LT= Light Twist Straps 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 10 MS'TC68, MSTC78, ST023e Straps 88 mil (14 go) 11 MT812, MTSIB, MTS18; MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 S181,56, S1B1,81, S182.06, SB2.37, SIB2,56, S182.68, S1B3.12, SWZO, S/83.OZ S/B4.06; Top Flange Joist Hangers S184,12, 518428, SIB4.76, S/85.50 13 S/BA2,12/8, S/BA2.12MC, SMA2.12/12, S/BA2.12/14, S/BA4.18/8, S1BA4.18/10, Top Flange Joist Hangers SGA4,16112. S/BA4,18/14 14 SrH1A Hurricane Tie 15 SiHDBS, S1FI08B, SM010S, S/1-10106, S/HD15S, SM0156 Holdowns 16 S/HDU4, WHDU6, SIHDUg, S/HDU11 Holdowns 17 SQCT, SIHJCT Joist Hangers Simpson Strong -Tie 2020 FBC Approved Products updated 12/3 2020 Far drect Inks to all SST approvals Ned below, CLICK HERE. For additional information regarding Florida's Statewide ProductApproval Systsm and Mami-Dade County Notice of Acceptance (NOA), DUCK HERE. 18 SrLBV1.56, S11-15V1.81, S/LBV206, SILBV2.37, S/LBV2.56, SRBV2,68, SILBV3,12, Top Flange Joist Hangers SIL13V358, SILSV3.62; S/LBV4.06, S/LBV4 12, S1LBV4.28, S1LBV4.76., SILBV5.60 19 S/LTT20, WTT2Z, S/H7714, HTT4, HTT5 Holdowns 20 SIMST60, S/MST72 Straps 118 mil (10 go) 21 SP4, SPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, OTC Truss Clip 24 T131322 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 bodamproduct Modal. Number or Name 1 CCOM382-SDSHDG, CGQM4.82-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, CCTQM4,82SOSG; CCTOM5.50-SDSG, CCCOM3.82-SDSG. COCQM4.62-SDSG, CCCOM5.50-SDSG 2 ECCLQM3.62G.KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOMD5,500-14T, ECCLROMD3.62G-KT, ECCLRCdMD4.52G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7,00, HGUM7.25, HGUM900 4 LGUM28-2, LGUM26-3, LGUM2&4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210.3, LGUM210.4, LGUM48, LGUM48, LGUM410 5 MSHA3,1219.25, MBHA3.12/11.25, MBHA3.56f7.25, MBHA3.56/9.25, MBHA3.56111.25, MSHA3.56/11,88, MBHA3.56/14. MSHA3.50/16, MBHA3.56/18; MBHA5.5017.25, MSHA5.5019,25. MBHA5,50111.25, MBHA5.50(11.88, MBHA5.50114, M6HA5 50MO, MBHA5.50118 8 MSHU3.5619.25, MBHU3.56111.25, MBHU3,58111.88. MBHU3.5&14, MBHU3.58/le, MBHU3.56/18, M81-11.16.6019.25, MBHU5.50/11 25, MBHU5.50111 88, MBHU5.60/14, MSHU5.50116, MBHU5.50/18 FL#tW5-R6 Stog III Product Model, NumbeirorName 1 SOW22300, SDW22338. SDW22438, SDW22458, SOW22600, SDW22600, SOW22638, SDW22834 2 SOW015450; SDWC15WO 3 SDWH10300DR SDWH104OODB, SDWHIPOOOD8, SOWHIUBOOOB, SDWH191000DB 4 SDWH274OOG, SOWH278000, SDWH27BODG, SDWH271000G, SDWH2712DOG 5 SDWS18212, SOWS18300, SDWS16312. SDWS16400 6 SDWS19800, SDWS19712, SOWS224DO,SDWS22500.SDWS22512, SDW8226007 SOWS22800, SDWS22900, SDM221000, SOWS221100, SDWS221200, SOWS221500 7 SOWS2230008. SOWS2240ODB; SOWS22500DB; SDWS22r100DB, SDWS2280008, SDWS221000DS 8 SDWS22312DBB, SOWS22512DBB 9 SDW827300SS. SDWS27400SS, SDWS2750OSS, SDWS27BOOSS, SDWS27800SS, SDWS271000SS, SDWS27120OSS 10 SDVVVI3400 11 STN22 FL#15363-R3 JW Product Model. Numbar or Name 1 AS 18. AS ISM. AS 1880 2 AS 2OHS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Boom Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Dowriotlon Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hear -Hood Washer Product Desarlptlon 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL#15730-R4 Seo;K Product Model. Number or Name Product Descrioton 1 Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOP$, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT.K PINW, PINWP. PINWP.W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals Noted below, CLICK HERE For additional Information amaton ragiron Florida's Statewide ProductApprovalSystem and Mami4ade County Updated 1213aMzo Notice Aoe lance (NCA). HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3. OMB" and heights ranging from 4.5116" to 11". Concealed flange version (H USC) available for models having width equal to or greater than 3-9/16". 12 IUS series hangers Face -mount hangers available in Wdths ranging from 1-718" to 3- 5/8" and heights ranging from 9-1/4" to 16". 13 LGU3.25SDS, LGU3.e"DS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC267, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/18" to 4- 518" and heights ranging from 3" to 10.15116' 17 MGU3.63-SOS, MGU5.25-SDS, MGU5.60-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 6-15116" to 19-1/Z. 19 MUS28, MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULCseries hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-9/16" and heights ranging from 3-1 /18" t0 13-TV' Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Feoe-mount hangers available in widths ranging from 1-9116" to 6" and heights ranging from 2.5/8" to 11.114". FLI10687-1116 JURAProduct Model. Number or Nama Product Daacrfotlon 1 SA series hangers Top flange hangers available In widths ranging from 1 0/16" to 7- 1/8" and heights ranging from 7.1/8" to 30'. 2 DGBF series hangers Top flange hangers available in Wdths ranging from 3-&8" to 7- 1/6" and heights ranging from 9.114" to 24", 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2'to 3- US" and heights ranging from 7-114" to ZV. 4 DGHF series hangers Top flange hangers available in wldthe ranging from 1.3/4" to 3- SM" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1 /4" to 8- 7/8" and heights ranging from 11"to 32-1/7'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 114" and heights ranging from 11.114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6.7W and heights ranging from 8-1/2" to 26". 8 GLTV series hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 1/6" and heights ranging from 11"to 321. 9 HS series hangers Top flange hangers available In widths ranging from 1-9/18 bD 7- 112" and heights ranging from 8" to 30' 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8.78" and heights ranging from 10.1 /Z' to W'. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-112" to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/A" to 7- 1/8" and heights ranging from I V to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3. 9/18" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-911 Wand heights ranging from 5-318" to 13-1 W 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 1/2" and heights ranging from 3-7118" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/1 a". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/8" and heights ranging from 5-3W to 28" 17 HWPH series, hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 5.3/8" to 37' 18 ITS series hangers Top flange hangers available in widths ranging from 1.9/16" tD 3- 5/8" and heights ranging from 9.118" to 16' 19 JS series hangers Top flange hangers available in width of I.9/18" and heights ranging from 5-3/8" to 7.14' 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights ranging from 9-5/18" b 13.1/8". ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ0=O Fordkeot Inks to all SOT approvals Mated below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance INCA), SLICK HERE. 5 SET-XP ar� Adhesive Anchor for concrete 8 Strong -Bolt 2 (STB2, ST82.4SS, STB2.6SS) Strong-Sot2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THO-H, THD-HMG, THD-1­14SS, THD-HBSS, THD-CS, THD.CSSSS) Titan HO Heavy Duty ScrewAnchorfor concrete and masonry available with hex head In carbon steel and Types 3D4 and 316 stainless stoat, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THOB37158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete TH050234RH, TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RB Aga Product Modal. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong-8olt 2 (ST62) 5 Titan 2 (TTN2) 6 Tun HD (THD-H4SS. THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FL#10937-R3 §W Product Model. Numberor Name 1 X3481018.5le,X1S1016,X181016-4K,X01SiD1S,XQIB1010-4K 2 XL0114T1224,XLQ114B1224.2K 3 XMQ114S1224, XMQ11481224-2K 4 X0114S1224, XQ11481224.2 5K X114S1224, XQ112S1224, X011281224-2K 5 XU34S1016,XU34B1016-5K FLO5320-RO JW Product Model. Number or Name 1 DSSCB43.6, DSSCB48, DSSCB48, DSHS 2 FCB43.5, FC845.5, FCB47,5, FC849.5, FC8411.5 3 FPHS034S1010, FPHSD34B1018, FPHS034B1015-5K, FPHSD34S1214, FPHSD34B1214, FPHSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFCB.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.26, SSC4,25, SSC8.25, MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.25KW. M8606.25KW 6 RCKW3,RCKW6.5,RCKW7.5,RCKW3S,RCKW5.5S 7 SCS43.5, SCS45.5, $0647.5, SCB49.5, SCS411,5, MSCS45.5, MSCS47,5 8 SCS32-5I97, SCSe2.&07, SCS62-51118, SCS82-5/118 9 SCW3.25, SCW5,5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SS83.51$ 12 XLSH34B1414.XLSH7881414 13 XQ1S1018, XQ1B1016-4K, XQ1S1214, XQ1B1214-3.SK, X078S1224, K07881224-3K, X0114S1224, XQ114B7224.2.5K XQ112SI1224,XQ112BI224-2K, X3481016-5K, X1 S1016, X1 B101 &4K, X1 S1214, X181214.3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP H lgh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 31S stainless steel with hex head, and 310 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product DnCrIptlon 410.10 Strong -Drive X Metal Self -Drilling, Tapping Screws with 03 Drill Point N12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex *12-24 Strong -Drive X Metal Seff-Drilling, Topping Screws with ff5 Drill Point 010.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point product Description Bypass Framing Drift Strut Connector Bypass Framing Fired -Clip Connector 010.16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sed- Drillilg, Tapping Screws Steel Framing Connector Steel Stud Connectors RigW Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Contractors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Topping Screws f11D-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N p� CL 0 O '� V CD Cn 0 0 C O 0- 0 U_ .� CU O ICU .� .�. VJ KA TU i 0 4 0 ICU V O CL U L� V/ MC0 W F_ L_ ICU Q Z Z Q J fCL SHEET N0. PA 1.3 MIAMI• �raau,DaDEcotn�•IY PGT Industries, Inc, PGT Industries, Inc, PRODLiCTCOtYTROL SECiiioa!r PGT Tndnsiries.I>ac. 1 i8ai SW 26 Save, ]tco®.as NOTICE OF ACCEPTANCE: E%TDENCE SUBMITTED NOTICE i3F ACCEPTANCE: EVIDENCE SL�Bfirffl'IE N Cn —Cu O V 0 aC O C . = = CU C� to Ch c>3 � '� c o -a u) a O LL 3 CCf O �-. co O .� -v E 2. .2 C C 12 tZ l— ._ U) Q C p c� tn. o (� C p = u c� N A O a.. to O N t Q a °' con ,o w E = G d�_a �dd� c O C iG p a Cd a C6 O tL Q o Q L C O t` 0) �� CU O L w� L M Z � Z Q J a. SHEET NO. LPA 1.4 CU Code, sealed by Idal;nis Ortega, P_ E_ (Test report r�,'ised on 0?a115t16 and 0?.�24l1 tS) 4) Large Missile Impact Test per FBC, TAS 201-44 Inc. for their "TAN 30-#fl and Lighter Shades (i1Ton-R'hite) Rigid PVC Specification IS 5) Cyclic Wand Prrssiite Leading per FBC, TAS 2Q3A4 OE -6-0 4 CL - C. CALCULATIONS 02l28��23_ 3_ Notice of Acceptance �Ta 18-1106.I0 tattled to Vissoa�I E,ttaysivrts Lmsited-for their "Brown �IVIi8Y11ili1liY1111i IJd Iuly�� MiAMhDWDE MI AMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.Qov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 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. LT 4612, titled 1 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. ' 1, dated 03124103 and Drawing No. LT4612 titled "Cast -Crete 4" 6" & 12 " ' SCOPE: "Cast -Crete 4 ", 6 "' & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by „ „ LT4612, titled Cast -Crete 4 , 6 c% 12 Lintel Safe Load Tables ,sheets 1 Lintel Safe Load Tables 1 through 3 of 3, last revision dated 06112114, all 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 g p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last ,sheets prepared, signed and sealed by Craig Parrino, P. on 08/19/14. 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 11, 2008, all signed and sealed by Craig Parrino, P.E., onB. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction TESTS March 22, 20.12. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed andd sealed b by Craig Parrino, P.E. 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. D. QUALITY ASSURANCE 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 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dude County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane P PP g" P Y g tY Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual, far Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig r ared b CraigParrino, P.E. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" P y g 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed p at1' Parrino, P.E., certifyingcom Rance with the Florida Building Code, 2014 Edition. p g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, Z003, last 2. Cast -Crete all stem Manual or Prestressed Products dated 2002. Quality �' f 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, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 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 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant � P FD4612d "Ptttilsheet If 1 1. Drawing No. , titled and Prestressed Lintel Deas'; seeo, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 61" & 12" Lintel Sae Load Tables"' sheets I through 3 o 3, prepared b f g f p P y 1, None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P g 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. D. Q UALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1None. . D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florid and followed b P Y tY. � Y D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Re lato and Economic Resources RE y �' p f �` ry (RER). 1. None. 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 lice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS MA 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by $elmy A. Maker, P.E., M.S. clm A. Makar, P.E., M.S. y elmy A. Makar, P.E., M.S. 'G-�1 elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ogAa) 20 2 e Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 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 (RER). 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. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C>ftelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (PER). 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. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. " d 4A -Z—' __ Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 +r Q� .sue M 0 Q c 2 O t= co O -0 a- .� 0 — Cn CD O c 0 Q C U_ _O CU _CU O . to 'a N 2 O 0 Q. CU � 0- F-M U)< Q z z W J a w �a t c� tee.. es 1p Gi N �LLa mQ 43 c V---- na E Q.A� a U CD cs G E O r._ v W U) Ca m Q w � 2 = Z J Z Q J a - March 6, 2023 SHEET N0. PA 1-5 - WAT TRR A TiEUT, Ill RE /I ILI Ell IN TILLIT TESTING & ENGINEERING COMPANY ____ - _ tlltCCID@SQI.COM YI.FZ.LWNTR, .�W ,t C � 1,6- M. MW Tit PRODUCT MWATION-IMPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY, Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtodlorrF"dfii LLC. 4800 S.W. 51 Street Dave, Florda33314 I-R!J-WQSE OFFYALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jl P.E. (System ID # 1906) to the Global Protection Products, LLC. Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that roq Uired by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions I EWIDENCE�$AJDMITTED: ZJ-PRQDUCT EVA UATION DGCUMIENT (P.E.D.); Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", shoots 1 that 26 of 26 prepared by Tilteco, Il signed and sealed by Walter A. Thlit, Jr., P.E.; dated 07128/2020 This drawing Is an integral part o,QPIs Evaluation Report. .... tit fiq, ,ol �,R A r/4 "I", "", ,,�� .. - .: .. 41,�.'*, ,,,�?�... 'Clil"... 1-11-1 ` .-� .1, Oct lve-...�?'. �---J,-,,l _---e .., . __� Z . . ----, f .* No. 44167 '� -71--e 1. :* ,,e�� * i , I . .* / ,Z - _12*� .: ­ - . &TA , C I" , ,7 1-0. A . E� � �1, % I!Oplrl� -, <,, �z "', di�-.­ - , ­...'.\\,�'.,�, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUC112MLIAUM 2 2.2, TEST REPORTS: Large missile ,impact and fatigue load tests were performed Under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Te,ting. Inc., Reports # 96-569 dated OB/Cg/1996, #96-570 dated 09118/1996, $196-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.L., Fenestration Testing Laboratory, Inc. reports It 2032 dated 04116/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond. P.E. and Report No 0219.01-OET dated March 4, 2009, slgnGd and sealed by Edmundo Lagaespal P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc.. dated March 13, 2009, , signed and sealed by Frank Grate, P-E Z.-3. STRUCTURAL ENGINEIERIN9_C�TJQNS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative aral and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tillace, Inc., dated 11/03108 and 03/1,21115, signed and sealed by Walter A. Tillit, Jr., P E. 3. MIS ILE-IMPAC-T-RESISTANCE; Large missile impact under section 16203 of the Florida Building Code, as per TAS 201 Protocol. 4. MND LOADS RE�$l[STANQE; 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximurn panel length shall be as indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P Ill drawing No. 20-176. Maximum Anchor Spacing shall be ,3% indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 18, 19, 20 25 and 26 of 26, Lif Product Evaluation Document (P.E.D.), drawing No. 20-176. 5,,ANUALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7. 1 0 that 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. " . . ,/ 1� , ill ...... - " �p -, I \\CEN&e'*-_ � - - . , I - - . - _. __ - ,�_ b,�44167 '. T�e7 2'e; +-i- - I * I TIT � _l �_ -�q:-_ SIATE OF .-`,�X­ . . * . , Vo� . . ,"I I . 1;F .. ORI, "' ""'YS/ .. '��C' 1041 . 2 -4 "if, #I 111111 "I CENERAL : - _____ ___.­ ­____ --.-. I __ 0 3) IN CASE 4UT PRLCA.j7 STOW. OR PRECAST CUAEArTJ PAI STIKCtl CA WOOD BOARDS of F0,140 ON ,I* N"JM29�911111E EXISTING WALL. ANCHORS SKINAL BE LOW ENOUGH TO REACH 1K MAIN STRUCTURE BEMING SINN PAAELS . ­ �106. PARR 11 ON IME', FP )UCt! EVALUATION DOCUUTENT (RED) M4s BEEN vfairn roFt CIAPPLIANIC!, IN AMICNWAGE SHALL BE AS METITTONED IN B.1) AND IN 62)� ., CORDAACC WITH THE 2Q�G (71T, EDITION) OF TIIE FIOPITRA BUILDING CODE (C) 12-CEISTINCLVD00,mi. 111MG.A&M. �, �r = 11111- DE-SIC.4 WTW LOAD$ SMALL Of DETERMINED AS PER SECTION 1620OF rHE ABOVE MENTIONED COW.. - 1/4-0 TA" ANCHORS, AS MANUFACCURCO BY 0W SUILDEA. INC ;OR WIND SPEED AS RMIRED By THE 4UNISDIC71014 WITIR! t"ll SNUitTERS. "LL RE INSTALLED AND - J$4-10 PANETAUtE FEMALE 0 FACT PARITUAITI PLUS ANCHORS AS "AINUIPACIUR(D BY ELOO CONSTRUCTION PRODUCTS �A 1. DINITCMNALM FACIOR Kd-Oft�U.914G ARE 1-te AND SHAIL NOT EXCEED IT* MAJONIUM (A.S,C) - 1/4-f LAT; s"c" PER MD.%. DE$iGn FRISSUNt RATINGS INDICATED ON SHEE775 7 T14RU 12 14. 15. 16. TO A 20 ,. 7/16'8 - %/A' 1000D BUSHING. A5 DISTRIBUTED BY ALE, POINT SCREW, SOLT & SITIAL� CD IN Call TO VERIT"T 114E A&KNIE CONDITION. IkI-11. DESIGN WIND LOADS DETERM44ED PER ASCE )-To SMALL BE FIRST REDUCED 70 A.S.D UL$?CN "NO LVADS By MKILOPLYING THEM 9V 0 9 IN ORDER 10 CI)` iffiNIMOM THTICADED PENIETRATIOTIT INIO &ODO OF TAPCON ANCHOR- SMALL HE I I/?- AND 2- ;Oft fLC-O PARTIUMAD, �', � �TOIIPAAE THESE W1 MAX (AS Of OLSIrN PRES%.RF RATINGS NDTCATEC ON Slams 7 THINki i7. 14, 15� TEE, is A 2C, AND PANIAMAILE Fill ID IN ORDER 10 VERIFY THAT ANCHEATS ON THI$ PC Ef AS ITSMD WERE NOT LNEEN WWSSn). A 33% NERFASE, IN &1()*Aaf C.2) MaNAUM TRREADIED PENETRAI" Of kAC SUICW, INTO THE WOOD FRANC UNP SH&I. Sr. - 112- No IMIREADED PENETRATION INTO SrUtCO S­ Ot CONSIDERED AS PART Of THE WILOUTHED IHPCADM PENCTRATIONT StRLSS top WIND LOADS WRAS NU USECT, of Waa A" yRS rASTENERS SPIAL04C TO WOOD HAS KIN DMRWWD IN ACCORDANCE WITH N.D.S. ?Di$. C 3) MAYMUIJ ECK* Df%TANCF OF LAG SC91*�. INTO *ODD SHALL IN AS INDICATED IN r*�_ Dkm*c STORM � PANTIL*S AQLOUACY FUR IMPACI AND YNNO, RESISTANCE 14AS BEEN ARM IN ACCORDANCE WTTW SECTION 1626 OF TMC ABOVE WENTIONID WEE AS PER HURRICANE UNGMITFAING 4, 7CVtNG INC REINDRITS 91i 96-57D AT 95-T30 AND C. 4) MINIMUM PEPORATION OF ROM RUSHING SHALL Fit 1/6' 1/4' IF �N SCREWS USED 51,ALI I* 1 112' LONG h~UM ITIMSTRA"On, TESTING LAB INC. *10PORM 111202 & #4126 . AS PROICTCOLS TAS 2Q1 TAS�202 AND TAS-203 sK`ULD IrOluo Exist AND I' 11104110,11, FOR *Ails WITH No slucck) As WELL AS AIVERACUR TEST LAB Of SOUTH FLORIDA REPORT 00219,01 -Wit, AS PER ?AS 201. TAS 207 Mo TAS 2o3 STANO.410S 2 ALL ALUMINUVT EXTRUSIONS �O BE WBI-16 STUDY ARID TEMPER (UNLESS OTHER"% NOTED) SEE 14cr7 2 C 3) IN CASE THAI PRLCAST ST.ONL. DR PRECAS7 CONCIRM PANE,S. STUCCO OR W" BOARDS BE FOUND ON T14E Exmr.4 "It. ANCHORS SMALL rf L IMCNERIANCE SMALL BE ASL MONC ENOUGH 10 REACH THE MAIN 97RUCTUFT IfEkIND SUCH PANELS ENTK#MV IN C I I C 2) A C 4) 1 AU. ALUMINVICI SHE-rl METAL USED AT UO%Uff3 �Wl HAVE 3705-1414 ALLOY (u) ANCHORS. %KACL RE wswirri F)DELCTINING All Or THE FRICIONINIFNE)POCIRS AND S�E(:IrICATTJNS OF THE ANCHOR's iAAAVrACTUAUt ' ALL STEEL SHEET M171A PARELS SHALL HAVE SrRW,IVPAL QUAU� SrEEL ASTI A-653 GRADE M WNQUN. ­110 GALVANIZED "EEL CESIGNATION W/rY- 585 - (AMR ROLLED) 6 PANFIS RAY 490 BE INSTALLED HOINZIAIM11 FOU-01ANG INSTALLATION M-tAILS SHOWN ON SECOON I DiRwriII 10 (SHEM A I ROUGH bi, EXCEPT 'HAJ HLACXfrS a A 0 SMALL NOT BE LISTED I ALL SCREWS TO BE STANWESS STM 304 UR 316 Albil T,LRal OR CUTIM05ION REUSTAW COATED CARBON STEEL AS PER CITY SM15 *1 5Q WN YniD SINIFFICTO AND 90 ki, TENSILE STRENGTH & 94ALL COMPly W/ FI.ONOIA WRITING CODE 9 11 �kfkfl BE THE PILYLPONSIll OF THE CONTRACTOR 10 VERIFIF rHE SOUNDIAll Of ?KF Srl`?U�URE 04RE SNUMER I!, VO BE SE(r,C)", 2� 11 3 3. ATTACHED YLI YNSVRf RkOPEV ANCHORAGE THIS %HkM" SAkl ONLY BE ATTACHED TO CONCR171l BLOCK OR TROW FRAME HUTILLDRIG�l 5 BUILT% tO K Wid A-307 GALVANIZED Srl OR N51 5DA �TRTIS STAINLESS STEEL. WITH 36 "I WN40TURIF "CUD 51.FNGI. 10. EACH REGULAR STORM RAME1 WITH LEMIW% (MR W-11 7HAOUGH U` 4', AS PER SECTIONS 5. IL 2 6 10 ANC ALTERNATIVES Ref. I ANCITORTS TO WALL SHALL BE AS rOUCAVS 9W Ill HIN ON 5MEETS 5� 6 A 12 RESPECVNIEO� SMALL RAVE A �El AND READILY OtLVLI MARKING INISIRLICTINT, OWNER DR TENANT TO SECURE �AHECS WITH AP"CARIf REVOCIACtWin DERING, PENTEIM OF MURRCAAA WARNINC (A) 101STILM FW8W,CQKR01. IT THE NMAILEAFICIN CONTRACTOR IS TO SEAL/CAULA ALI IIMV"[R CoMPON(Wt EDGES WHICH REAVER IN CIONIINUOUS rO%TAL`T WHH - 1/4-if TAPCON ANCHOW.; AS MANUFACTUAl BY IT W BUILD". IN( (MIT VC-31112 a., ) THE BUILDING TO PREVENT IWAD/FlAfti 4~4CIN - :/4..f..31/F CALX-14 AW.HURS. AS MANUIFAMATED BY CNETNALT IW (MIT, r­3COD ,,2i . ) /4 /4 $OLKI-StT ASCAORTS. AS OISMAILI BY ALE PIANO %CREW, BOLT Ar SPFrA4k?Y CO 12 STORM PANEL INSIALLEATIUN �1 COMPLY WITH SPECS INUCA10) IN TH� DRAWING PLUS ANY BUILDING AND ZONING REGUILIkII04S (Ah" I'­3COEE paL.) PROVIDED BY THE JURISDICTION WHERC PERU" IS APPLIED 10 PANIELMATE FEMAU. ID Is PANIT MATE PLUS ANCROft. AS MANUFACTURED AT ELCO CoNST"TI TS - ll QIV PROCUic 13 (a) THIS PRODUCT EVALLUTION OOCUARAY (RE Of FIREPARED BY TINs EAQNCER is GENEW- AND Dnfl NOT PROWL FNI~Tx)N (.�10 I'­3430 P.­ I - i/c# Cir TAPI-W ANC*XRCS $6 MANI.IFACltff.D BY 'MU-FASr cOWICRATNTRI (,',..%W pv,) FOR A SITE SPECPC PROJECT. Is WHERE tHE SITE CONDITION% DEV%Tr FROM THE RED A,) mi RRRUN OF TAFCOR ANCHOn INTO POURM CONCRETE SMALL UL I 3/." 2' FOR RAwtWif FEMAIt 10 CONTRACTOR TO BE IIESIPCINVOILE FOR THE MAFCnON, PURC14ASE AND INSTALLATION INCLUD0tQ LIFE SAFTECr Or THIS PADDLIcl FtUKDM[Nf Q AM Altill PLUS AND I 1/4' FOR Cr TAP -CAW ANCHORI, BASED ON THIS PED PROVIDED HE/SHE DOL5 NOT OLVATT FROM rill CONDITIONS DCTAXEU ON 746 DOCUMENT CONS710,CTICIN 101"t AT S" is IFIC CONIRAC.rOR5 RESPONVIBifilty ' &2) CAIX-IN A, SO -SIO ANCHM SHALL K !EMBEDDED 7/8- WTO THE PT)URED CONCRETE NO, EMECDBENI INIC, W lHTS, PPQOUa EVALUATION DOCUMENT *ILt BE C,0fiSOOTED INVAUD IF MODIFIED SRUOCTO SMALL OF �ERWTED 1 14- 9-20 -"M USED SMALL BE 1 1/2- LONO MINIMUM SHOULD STUCCO ETTIS% AID I' MINIMUM MR INALL31 WnH 40 TTUCCO. ANEE MAY AT .fAI SURFATI, OR ALL I�RFAOM V4M W/O HEAD. (it) STICE SPECIFIC PROJECTS SMALL BE PRIEPARIED BY A ILORLIA WC,N'TFRED FWAREIR OR WAtCRYTEC1 WMICII WTUL DICOME THE OUl WITH ARNG NUrS ENGINEER Or RECORD (C.") WR rHk PITCEEE0 AND %T4O WAUL K RESPoRRill FOR NE PRMR LTSIE OF THE PXO, EINGINIl Or RECORD. ACTING AS A MUCATED ENGINEER TO THE A 3: IN CASE II,AT PRECAST 5T-CT%t_ PRECAST CONORElt PANEUL PAVCRS. STUCCO OR WOW O0AAOS 91 T`CK$NO CAN YMF R.E.11 ENGINEER, 94AU SUBMIT TO THR Anni THE &It SPLC41C DRAWINECS FEAR RPAEW EUSTIW; WALL OR FLOCIP, ANCI,ORS StINA I* LONG FNo"A` TO REACH THE MAIN STRUCTURE BEHIND SUCH FWAIS 4MC,10RAGE SHALL L FIF AS MITMONED al A, 1) AND TH A 2) (*I TNT$ RED SMALL BEAR THE DATE AND CAKPNAL SEAL AND SIGNATURE OF THE PRO115SKINAL E W�NM Or RECORD TMA� PREPAIRW IT (B) TO 1JIMEINC, WhIC1111 iLM" -NALL.491il 1/4- IT TAPCON AKHORS AS MIANUFACIUMED TIT I I 0 ELRLEEX. INC, 14 SHUTTER MA"UfACTU"'� LABEL SHALL RE LOCATED OR A All �%1811 LOCATION AT STOTT. - I /,. 0 � 7/3. GAUi. IN ANT>KNR$. AS mANTETrACTURED 10 DEWALT INC. (MON ec- I 5W p­ ) PAOEL S-UTTLP IN ACCORDANCE WITH SECTION 17091 3 Or ftOMPA BUILDING CODE olit: LABEL SMALL RE PLACED FOR EVEN' OPENING LA91LReG TO COMPLY WITH SECTION 1709 9 2 OF TRITE . I /4`0 A 2U`4' SOLIC-SE1 ANOICRIS. AS OMETAWTED P ALL POINT SCREW, BOLT Iff SPECIALTY GO I ,OPKEA 301-114fir CODE rMIN, I , -law a..Q 1 0,4- 0 PANELMATE FIETIATELE 0 AND PANCtMATE PLUS ANCHORS. AS MANUFACTURED BY LECOI CONSOAX'nON - V At __ r THIS DRAWING 94AU. ONI usm To I FROETI IS lJOIN V­ID71 if�s, ) ... 111.141" I ORTAIN PERWrS IN THE STATE OF FLOI % . I /4' #CCF TAP-CRIP AACHORS. AS MAINUFACTURn) BY TRU-FASI CORPORATION 'it", qlit A,_ 'A A . t1Z , � \; ... ; .. 4i;N1 " , 01) MINIMUM LIMIlluffitrw, (if TAPCON ANCHORS. 6CO PANCUMATEIT NO CIF tAP-CfW ANCHOR. 141, ,I". 1,1/47 1 6C - . . .. ./-q& FLORIDA BUILDING CODE (High Velocity Hwrrlco�* Zone BLOCIC UNIT SHAEj OF 1 1/4-, , . .. . No 4 , _."' 157 .. X elf"l, 1411,01, INC, 20 GAGE GALVANIZED STEEL STORM PANEL IF VNNNN . 92) CALK -TIN AT SaID-SET ANCHORS SHALL BE EkWODCD 7/3' INTO tWE CONCRETE BLOCX INTO STUCCO, U 1/4' 0 Z. ',HALL lik PER InID . 20 SCREWS USED SMALL K 1 1/2- III Ng""M&O , a - -,-- , --- - "' LONG . EXIST, AND I . MINNIALIN, " WAILLS WIT4 NO STUCCO. <Z�A �_ l / 11LIEC GLOBAL PROTECTION PRODUCTS, U.C. O"M SIAT k!0�*_e,I_'.. OF _� I.-nen, - ."i R 0 il _`!� ,_ � RRAW i-Nee- -'% �., (-)M-.�, 20-176 ... - ,f­4�w '��',`,,',**"`­-"" - PeR .I.-- - - ­­ oA 011047.9 - 2 cenlaw; It- � - - _. _ - N,O,F`��Al -- - wN.- . �,` .., --ilaftah-LA! 1§1 , I , I I RRIX` I OF a tN-a-T-ALL-AIION-kUALL5--E-QR--RJ,C,-VIA-R--P- .us lat & p INTO EXISTING POURED CONCRETE OR CON RE E BLOCK STRUCTURES mA,ArR ANCHOR, - (RE ScRED.E. M c(RIONITTE ANC-� � S.MiS 8 -_O_ 9) CEIRIA" � (in 110-11110= - " 1) 14M TIT I- " ., � 11'' �.lI at LXISTM POURED (SEE ,Z;REDR, __ .1 lw Ill - �_ - 'n ,* (a) CONCITFIC AFOUIRM. �, , I 1',:!�, = .1 (sur 3"RD.,LC . ., WE I I 1­­G 'OkM . _11"S a IMPTA,,,R , , ,ow" REEOW" - I I � L 71. - � - -,,. W �__ , : - .. 1*� - 2-1 11 41 �_ - - 'a I .-W.F1 ­ .. I - I ,,, -:,, \4�,,­ -, __�_ _y ": - C , " _`E ; C ,,­�,��_�Zi:,\ ,� . , " , - W --ir- _� - RATIO" Ill \1 ,, ' E . . 111:* ,)'/' - �,:� __� rd I f _ _ I M"- -1 - 1; , * ".� - I , , __ , -, " , I .-i Be 1/4* ��l - i "", , I ; - I �_ IME.-.11; .1 ,. I , '.1 r,T;RRT; ";,a.no ED i : I V , I I - , I I YX CoRK"Ll, I : 2 s, . I r ,I I Ill ! 4 . E D I "..R. I - il CAN, 0 ; I I I I I 4� I I � I � I ____ I Re" CONCRETE REWIRED � I " , � I I I � , , ", I � , . I � , _ , I - � no"N" POURED � � � ix%w. : i I � W-" I I a R I MEKIRITTRUt I 9 . ­1 I --. A � - 41 : rWN, - . 9 I W I I, ,,r ac _ I -, 6 - � : _ _ 1 FINT. , .(�) To - i IT ,/2- TIC : "I'L `cR[TNkC _ RAN - - " I - 01 - 11 Z. IF _ - -_ - I I MY I EAWNR_ l IT, - ; . .X1. ; �_, Via. -zleta, a ,_* _J : I �1_ - - - - . IT, - i I I i `W` 1,, I,AI4� I T I I I..l.", -it ! - I - , __ I I I I ; 14 1 1 5 _! 9 � ! T I I 1-1 . ! ! . `WW"­1I !, ­ . I : : 5 I I ll� : ; ; � : . : i I ; , T - i : ? ,-j�l ! ! - I I i : � � I I : - I I : I T­ i : : ; i �- I : Wl"y ,.� I I % : I I i : 'I- ixv.* I , JL I I I I 11 ­/r.0 41 kl ig I lial,,erifia, I , "'* '=' I I � I ­, [A 1�- 1 - ; .. I r.­_ �,*El) I 0 :k' I " 1/1' 11 .� � I t*W 111,C) I , ,X,sY,%G MUF%D I D ` IF : ,11 'Ir Of, CONCRETT 1.4 I I : . � t,.V.G KVREQ ED �_ CC'Prlr ROC, I I W.N1, I I CONCArr "A \ ,� `RLO Of . OR -1, - , , '. I CONCRETE OLDC� --- .(O..r r, I I IT IIr cc ,­ I CONCIRETI: � . REWIRED . . ROM , � -0 � I ,\ ! I . �; - , .EW.ED � /2 � I I Z ,/2- : i . �_� - , Mill I Co"'WEY I E �_ I I ­* I � , � ___A,_A y EXISTING 1�01,4110 " , ., r _11. N.- / -, ._J r* I L - , ._� -F f . N"`_ W CoNFnA�),O.CaM .,.m I - Y� ,z . ;t;, . I E '"C"005 - :� - _�: P-' . CDNCAIETF .,.V. - - _.W . W_ _ PMOLM" . � 11. C_NC1W ANt'NORM. 0 '. � 4 ... f� - cokcft� AA,rcA% VA&CARRIC, ./ S,v,, '011 - . To- --=u (SIM 1C."O"" ON (TRY - I ON I -S .k. WWI lux %cMrVUL1 0. a '= 0) , RT[TJ a �RRO,Uo, fE %Yrrm a 'ReCIRCI, . = N .., 'RAM, I `M",A,­ 0) WALL_MQUNLNft CLILI[Nfa_A��_Jil Bull , Apwihr SECTION I -3 G ALTERNATE 13UILD K MOUNTING -3 5MtQN1 -4 11'r I ,­ WALE 3/8.1- ,.tALi �/fi 1, I" �le- I' r__ ­V­--i - I I I L I.D. - EDGE DISTANCE I ia mmolu : (SLIE SCHEDULE ON VWiffiN � i . T �i : SHEM, a & 9) t 0 I , I i i I A%lr. NQTL_ErA_W"h&12T__Qf_5EZT1l : I It L4r . . it i � : jl� 1�. ­ ..1 I T � 11_� . I ,r - ...... I .......... 4 , C OP III E BOTtOM MICUNIENCS CAN BE I o,"'.ii,� I NSTALLATION ,11 A r/4 `1,,I, I Ol ED IN ANY WAY TO SUIT ANY ! I - i_ � ,,, v\; , - : - Iii/.%. . " .. .... I - - � .* ... , EXISTING I'DLIRED I I � ;� .*1 . "A Flvsi...�o� FLORIDA BUILDING CODE ( Zone CONCRIOE _%/4�" J. q��76 - High Velocity Hur [cant R1 OURILL), - � F 0 '" = Rr. 7 '. I M20 n.n., INC. 20 GAGE GALVANIZED STEEL STORM PANEL co.cmm .- = : __ --.-- _�: . - (Arr fic . E. I *6 a,- .,, * i - `*` 1 ��I`. : TAT . - SRIEC'S a "'Al"OR in . - R`/"/2OAl �� 0 1 *_ I � � GLOBAL PROTECTION PRODUCTS. U.C. N01, ",-. - .. , ,.r CELL )UNTING illill OR -Ill ...- L 4 , IECO . _ `41)"S."ITERLIV - - , S * - ... � 11-1 OXIEMIR . 1-.-�, ~ ft Mi. SECTION 2A RII At" �AIL ILN."INN'.. _._WWWWn.NW MOW WITIOMR-7"It. "Al, ON'tiese-s"? 20-176 , �" 11 A - -, � - I III ... - I 1�;,%�,% Ree ­ - IATIWWI� - - - .1.1. -_ ______ - If, - 2t� , Well I ---.-tb ...... 1 , i �,�,i�Tm/.. WAL" A n.11 11 . I I I I - I - - , � I - I !q. ---.------------- - I_, . FT,912�! L, 4 44 I, _.__ .t_ ZRIUMUCI-EYALVATMREPORIND 21.07.1LU 1 6. MATE RIAL�RACMMTICS AND SPECIFICAT1,0146: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, or Product Evaluation Document ll drawing No. 20-176. 7. LIMt[TATLONS-AND C0NDIT1QNS_0F_U$e; 7-1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 1hru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E.l drawing No. 20-176 prepared by Titeca, Inc, and signed and sealed by Walter A. Tillil Jr.. P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed Into poured concrete, concrete block, and Wood frame Structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P E. (Florida License No, 44167), President of Tiltil Inc. (Florida CA-0006719). ""wo.) $11hr,, 01'-' .. - 1441"I"IF ... ... .. , . *'. . -1 ... E ..". . --,--- : -� 1� .1 ' __ , 4 1 � � <: �_ - - -I!!- � , . 7 . = ­ J*: 1, . = - - . Z 71��-Xq,.-. STATE OF t, " Q7 / 1;s, o -�P% , - .. 1, " ,C� .. �OR 11 I.. - .:, I . � .. VTVAT�U. D �TILTFCOADMON RECORDS I P, E. RrPORT 20 I. GLOBAL PROTECTION PRODUCIs. LLC L 20 GAGE r.Akt/Ahl STFrL STORM PAl DRWG #20-176'IREPORI 10 2"728.01 - /T-iLFE --c-o _,r 4 X TILLIT TESTING Ill ENGINEERING COMPANY WAL'Il A. TILLIT. JIL, P.E. Wteclx!�aolxom ER-ORMIENALUATION REWRI R.Pr %irrualli, 44W tl,��l I- � )M611% REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATFGORY.- Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glo-WLPr0ection-Prill LLC 4800 S.W. 51 Street Davie, Florida 33314 I. -MR -RIME OF EVALUATICIN; This is a Product Evaluation Reclorl issued by Walter A. T1111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, I.I.C. Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Businil and Professional Regulation This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation, Report shall be subject to review and revision In case of a Building Code Change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT UALUATl D=UVENT_(P.E.Il Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared I)y Tilteco, Inc.; signed and sealed by Walter A. Tillit. Jr., P.E ; dated 0712712020. This drawing is an intaRk 1,06,M, i s "" .,*TV� , Evaluation Report. � ,-E,t - k�/ "', ., 1. .... I �, ,,, " 7��--- , �­!� .-* \,\r,ENS"...'4P."-,, �_ I I �t , .A _ .. - , I . - - -�ft­ . - ,--,!C . S L�_ __�1m�_F-.-4,4167 * z 7, T, , : = I I Alt- * : * _�- , I - , / ii.,O.. � 1i % * 1I 0 *. I I " 4r" 11, ��, * ." , "" r" �, .. " I . .. � .. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 87 1 - i 141'� " IF, 01111 1'. I,,', , -1531 ___ . - � � ____ __ __ .. - __________________ COMPONENTS -FOR REGULAR & LIFE kFIT STORM PANEL5 _5L J Y_ (SCALE 1/2-1") -1 tS.IW (TOTAL WIDTH) � - Is I w "AL WIDTH) - - I? SOO- (EFFECTIVE WIDTH) - � - 6 ,/., - - - --- G.JDO* - I SEND. L - ,3r - -1.3�0. - �- 1.3r, - , 500, . I I � I , . il I I - -, 350' - ., *, 0036* ON THICK - ).350, - - 1,, N - i - . I ., " .00 - " . � �� . AM To , , . I I '* " � I �, SO 11.19 I 1�. i", . ./ HEMMED .l, I I \65\1 "�/ .1 F ' - - ' - 0, �! GRADE W �WJ� � . , \ OVAR. � I ' I 6il 2.657 G-60 GALV/ EDGE I , � 11 mi. .-O..) " , DOW 24;'!� , __ 4�1`. 1. I f,' , , /-.t.4=-=-,-", MCMQ I I T,, . . '. -_ 1, - � EWA - So "WHINA," //���J I 1. H ED \ ,�, I / DETAIL Ill \ G 00 CAkV EDGE - . tarrial., A ­ ....... 481or I - - -, ­ . -I - ]IIIEFAR. A � ".T,-, �� 7 . .- ­ - . I , I , I - 1,360- \r7;;7-/ 1.350' - 6 250' __ - T 9DRIL-EAN" a END STORM PANEL ! -, .. A'. - I ,,--, l 0 - � ..... I : ,,, ," -� - , 1W . I �.�n S fle? 1.0 1_� f , '00 . It A il� _. ,R: _ �'.4'� 1. %:,.-20. i2i.' W/ 'fit*" MW , I - .IGO' It a i . . I SEFAM .m'- I - - - �,�_ ,� 'Ili. �� __T_ , '-] I I - 125 sit sitto r-no SO. S`Uv RWETLP , . I 10 /7. 06a IL_ I I - 7 .11 ff � I I 11 77 �1 :TO2 141,11, 1 1 , "...., 3 375' 09 100 Wa3- 2 . I . , y .003, , < - - - 2 125 . 000 500 S" Ill 91. I - 011 DETAIL I R . 7. _­__ 2 125* __ - a 0. 4 ., _ 11,M, �� W 1 12$1l -��T , 7", �1�k, - it OL 3 _ I I I �- - -, "'N'l - - , I I - " I,)�-, ; L- -,*T­ I Z/^ - I , ,G.J I., �. - __ 11 I I I N 1) 1, It _�, - 5* Mo. - . I soo* - - ISOMETRIC VIEW DETAIL A - - A ­ ! RMON /; L_- -2.. .2r - � 2,000' -� ROUNDLE CORNEA 9 [NDS, OF PANEL'S it I END UP W/ HEMMED EXE JN.T S) l "IT" HEADE (� "ULAEAM (�) ANGLE (�� ARM1_VM�LW_UD (4 ANGLE WITH - - ____� VARIES RLYOMI-51.10 ! SEE DO, _­ - il -1 I/t A A, 2/14 ... * � T I I ' __ i. * YFPPT11 10" '86. -1 Do,- 1_'_" DNE' -, 1,10' - , _ __, I 01 NALL .. - I , 'all - I ..3io . , I,$* ,/e.-to. .4. stati I , , f , r1* Ill 5* // - - - 3= "4 �. ' I , , I , .r I � SS .UCTJD PAT . to 1,40'., �._ , & 37, I 1 21.'�+' .640 ANKLE a I? ,/2 cc � , , il - I .. �. I I I I - . . I of$* Soo 1 Ill Ill I 610-CAMON' AT - - I 8.1 , � I DID. I 7$01 1 _ .� S4 1 I . � R, " '. F Gff�. 1.67, . N, % I . . IS L"D .1l I I 1- __f___ _0 11111 I EVER, PANEL � I - MR, .M' j, - I 7 000" (�) KEY NOLF WASHER '� -,- , ;25 .-# �) - 7 Goo, - - Z I 0 0 3S - (W I : _,-- OWS 14: /------, (�) �C_TmQK_Mria (�� 3/8' "ll TRACK (7) FLAT PLATED GALVANIZED STM 1 13WIF ,"'1011-1110"', WtTli___5_1VQ I - � .1 ?I h T111;N, 11 - .. 15' ,� I 4II& :_­.. I/ .1 2l�.,....... ,10 , 1, I - * "I. ,;�... \01tise',..... \ "'. I , , , A311,10 575*. -8, I . . . -1 - 1 6 � . JU - - I- ­ :-4j" , I � 31t, I .* . . i .El 1. i *: :*= � ,� 11 I I i I X : * . t FLORIDA BUILDING CODE (High Velocity Hurricane Zone) . - _ � I '. t Ri NICKEL I'v "E'r I " STATE OF .- CC I .m 'I,"101 - 'To tDOE Of MEL S I ,S'., .4W - 20 GAGE GALVANIZED STEEL STORM PANEL I 1-250. !,� *.1 -_ *- 47S. WNG NIn _' , '4- � ­ I �� .- __ � � .1 - , I .. LORID ��... - ­ - - -2.0011l -- I (* KEYHOLE �' O,e ' ' ­ , I &Nit"A Al -PANE I'll.. " S .`ff;l 0, 11L 1E C Oiril I GLOBAL PROTECTION PRODUCTS. LLC.1 07/M/� "'All" 9- ___ _____ / I TRYL (:�) 2"X7"XI/4" IQ 41#6 � / ANX, IXI I ... AL'IERN"NETY. USE RiNC Rul W/W ." Fna Or �"... .-PAWY =I' ALUM1RUM_MQl wFINTRITTRIC: %AsMTR IT/ NitricWtV. / , - 9N=_=1r"._Y � (bSt)M=, 1. (�)OW-0�, 20-176 . - SAIMITTE (STAINLESS .1 - I-)-- - ORQ­... , - i COWNWIT. : 7/0-0,21/32 __4 - ____ WAL _', 9 e-1 - i - .- 1 : Ift 04 willit. P.TM SIM) " A tLEN A. It .I 11-1. - . FT.W-1 L9 # 'r I I I , !_ , . n - - F - - i I - - - - - INSTALLATI N DETAILS FOR REGULAR PANELSJ,' at IA ___ E*_ -INSTALLATION IN Kup CONCRETL LNT-Q-EMST bg��D CONCRETE OR CONCRETE TRKT E5 _01QC-9 5 - ll CONCIM-MM OR WOOD r'=,oX "NVI_T[ MAMu 0. COW" 4,DCM PARL f MIS OR 11 TAP -OW 1 E�� YAUD MR RE%M UFE 59M AND E-Z STORM PANU.�_ I at SCHETRULE oN WITT 0 Ot 6) swm a boall. - EM sasil ON ,;Z. 7'-'-,-M. - ­ I � I ibw I - : I . : I ,-' MIR, V - __ ---. __ RAW."T.I, "' - r I t- I j Ill �� 1-1 1 Ill I' 74�_� MW FIOURIE I �-: CONCRETE #1010" . : I ., o ED I . I - I I I I (1> I t- i I (I : , Vo � I - I �-: ,w �._,� I �, __ - _\ �. . . - D ==W_.-%,. , I ---- ,I - 1--TWAS . � .. .. L-C).Ril ­'�,,��?,­I, 11 ., � . I 1, � , I a I I Iii. _/1 rr, _11 . t I I I I t ! 1. I � C�X0,WS-REIC -QR U, I I [ *11) CONCACTY IROC, ! I � ; I I � i .01 ; I I I . W!, III. .. , = Y I - . .1 � " .. - I - .. I. .1� I - 1 -4- - I _= - I : : I .- REQUIRED I 5 i I ,�. . I . ; I .. , � : i : !I ! ; ti ! CASE A (PLAN) (1):14, -, - - -= - _J . ,�'.!I -1 L i5r- - I A t I � I I SCALE 3116-1, - I I .. - ; I �_fl t:_N­.l"­ I . A ., � =`l -1 :=O` _ : � i , "' SCALE 3/16-,- , = I WRIFIN IF -1 I . I i I � . - , "" If - I I ;, I ,/�' = . ly'r, !` , - I 'Y 7 1 i � I '; ___� _;%, W.'Xii= I - -,X.1 . - .., " '. . , - __. I --=.-. - 1 - (I r . - 11 - IC c-' i - 10 - I I- - - ,I, - e, , Met* I F.�, . REAR, -) � ! I # : I I I - - L_ - - � I I I 11.�,T/l : I ;: 11 : Z :Rr -. . I .; =_ % .: I - ..." - , I I 1. I I A i i . - - I orl", I&V .I i ;_ X-,a - A - - iF I _� �-- - --. -1-0 - -/,---", I I I ;_ I I I I I I ,/,* - \ - IRA - = - - I [ACtl_ POURED EL � (91 _7 "X - - - = - COW 'RECE OR WHIMINCIE elm. ED I CASE C (PLAN) NEW- ! EX,"40 POURED 1E_ -.i lt -1 CONCRETE OR CONCRETE MOCK - I I ,�j . � __ SCALE 1ps --m CASE D (PLAN SI'ALL �/,Q­ 7' , I REQUIRED , I , I/ 2. cuz), - - ,- 1 = *Wi E - ==r= - AL-"-1-=%- I , - �. OR `IANCINA't � ­ 1, I I WI- .41 i ­ry I Wj:� - _. ll .1 - .. IWY ­ �. E. I- to .0 .U."'in coNCRE, I , ", ANA-, I (�) r . t - = M=- -- , , " I, �L� C,R C1 ;� QRI` ISCE 1C,TFD.ilS i)R (SEE SCMC =: �_ - I , n ; r__ van,.. 9) IG !ll ",ECTS 0 I-OAKII 9) U82 T I . __1_, __r��, SECTIONS 5 & 6 . SECTION 7 1 � �Z� 01-11-_ I 1 ,)�.4& SCALE 318.1* VAT 3/0-l' ___. LRE.- W1.) . . I- -./.=-. " = R*t V rXISTINIC OPENNING Of NEW 1, WIDE . VARIES I, i/8* E.D. - EDGE DISTANCE I � 'C' ott 6 . I,,... - ___1 THI A IN U TUBE OR I' . , .1LATr (-,Er SCHEDULE ON I I I CASE F (PLAN ETOST?Nr STUCCO/ .1 SPACER O BAND P, WOOD " I , SHE ETS 8 AT 91 - : - (1) - // SCALE 3/19.1, , � - NEW 1*7 WIDE - VARIES - 1/8' I 4 I NOTLJO-R-Colitlill � C71" ALUV Vs OR I* . VANJCS I I ; 1 Py WOODFPIULTE SPACER BEHIND TRACK � .. I TOP III BOTTOM MOUNTIFINGS CAN ef . . , CONCRETE -.1, X� COMBINED IN ANY WAY TO SUIT ANY ! E .t - I fSEE sc,am C oN , I i I, INSTALLATION -LALE j/16-0 .--- �7 SHEETS a '" 4) ': I . J . - . e� � (b W , �__ I .. ALI ; _:IIAG* C- TV— 01, .A. Tl�z .. . . ' .. ;;I'. , '� . , ....... . 'I. __ . . I ". - L051W 1- .... . . . - _­ - CO.CRM IN" - - - tWIcT ,ser,i, a a, . .. E . r .1 - UNCIT, - 10 RE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Of ­ "11 1 112--1 CONE-RM. BLOCK , LAIRI't, OR QftWtA IRAN . � ' . . irIEET . It .) 3 MR. YEFOLIA; D 1- .- Z ., , * No 44167 -� �" "'T.0, - S 1 � 1 11 20 GAGE GALVANIZED STEEL STORM PANEL CXVWN N, _____ xill SECTION X-X S*: * , ", --- a SLAU 3/8-1* - � - -Juill - a-C'. S TE ' 7 - ' 11LIECOINC. '� Y/24/fla. GLOBAL PROTECTION PRODUCTS, LLC. * ,RR" DETAIL FOR SPACERS REQWREQ--&I-IQE--QR I. ,R'- OF.'- - - *2t tift Lit S, STREET 1191EQU-IRACKS-ADIALCEN T TO M-001MOOD EIANDS - 0,.:.. � 4:..-. . W � 0 .. . e Rill ' "", Tula ,IE1117THR IF CNINWRICANNe cRAPAR, - . i I,= - .4-4: - - I, .1. I I".." P. 331. "K., ,..) O.RU.-N., 20-176 see.�S� A- ,�j,- -­_..T� (Net CAN, ­­ �§ I ­ N. ""o, ,,,�W- --- ,-,-,,,, - MM A "A" L , ,--- n WT---i_'- I - I- CNARN, . - i .-lar - __ `W - I I �_,t -I. - ----.-------,. _,__.._________ I to --.---. ...... - "Loftir. ,I. IT .n., � I � . PROIDUCI LITALLA11,0111 REPORT.N0 20A72 &2 2 2ZAEST-1111l Large missile Impact load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01 -01 dated 03111/02 witnessed by William R. Mehner, P.E., Sol Moroz. P.E, and Henry Hattarr, P.E. ana Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edrrundc, Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13. 2009, signed and reaied by Frank Grate, P.E, a, per ASTIVI E-13 and Tensile Test as per QC Metallurgical Report No. I OKM-1 318, dated December 1, 2010signed and sealed by Jerry Jaciolfal P.E. as per ASTM E-8. 2.3-STRUCTURAIL ENGINEERING CALCk[LA-TIOM; ,, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by TIltece, Inc., dated 12/1 8110 and 08(27113 (for this revision), signed and sealed by Walter A. T11111, Jr., P.E. 3. MI $ILE-IMP CTIRESISTANCE: - Ill - Large missile Impact under section 1609.1.2 of the Flooda Building Code, as per SSTD 12-99 Standard and TAS 201. 4-WIND-LOAND-6-RESIST NCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 Maximum Anchor Spacing shall be as indicated an sheets 5, 9. 10,11, 13 thru 16 and 18 of 18, of Procluct Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a rion-parous storm sirl assembly, as per SSTD 12-99 Standard. ,,"itillillill", 0,%% V, ;, 71t IF\ :_,.,4 , _ , .��4 * .. , I- __ . 41;�� - I I - I �111_ 't -*..-* \r,EN,9,4-*% I � _ \, . :__---J=' I. I -, ,,P, 44A 67 *, = . ___f!�_T,��_ -I- - - 7/7, - / . 1� : S - , 7."�. .; * :*E �_.____. - Ir TX I / / IM TAl OF .. Tt:- f . - . , '1-.'0-,_. .. I", O R Iii) IN. -_-.,A-,,,-, -,. MAiX__ I' Mal D.M., 02.�(�). @41(g _'_I_� @ '_� 04 -(�).(�).(Jo.gl� AIN-11ii NO- 19472102 1 5, INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13. 14, 15, 1 6 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CRARACTERISTICS AND P CIFICATIONS: Shall be strictly in accordance with General Notes arid Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 1 8, of Produ(�� Evaluation Document (P l drawing No. 20-175- 7. LIMITAT,IQN$-AAI?-C-QWtTI-QRS-QF-V,V- 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on Sheet 1 of 18 of Product Evaluation Document (PE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr.. P.E_ 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3- Product shall only be installed into poured concrete. concrete block, and wood frame Structures. Product Evaluation Report prepared by Walter A Tifilt, Jr., P.E. (Florida License No. 44167). President of TII1l Inc. (Florida CA-0006719). 01'iTik A � Irk i7s, ONN�;k, . . . I - - � .. .. �, , , . I . V� "' ,IM 1',0NG,r11.,;? , 11­1 , . t--X---4f7 __.�- _�_ . �, 441 ".. . , 67 __1 114-t-_ * .: * 7/ k, "I WAT17,11 .1 - - "O . * ' A D'I TILTECO AOMOE4 RECOROU I, P r. REPORT.20 I GLUTBIAL P40flil �RN , LI4 GAL.VANLZEO ECTFFL STORM PANEL \ DRWG020-176% PORT *20-017`27.Q.I�R I`O� -' " , j . .I\ RE: , ,p ,- r's"... ..., ,w ' '. ' ""'I' 1�1 0 � X t to""' ___ - ____ __ ___ . 7/4. 2/4, 3/4. 4/4. 5/5, 7/5, IW/10. 2W/10. 3W/10. 4W/10, 5W/iO. 6W/11 & 7W/11 _ ANCHORS FOR CONCRETE SEE SC�ILDULE ON SHUE", 8 & 9 __ __ ___ r WX FOR 10000 SEE SECTIONS ON SMLrY5 10 III 11 7''...- ____ ____ - - 0 1 1 a 6 , 1__7_T­1­1_ I I I ,-I -,--I ......... I - 1. I I ! -­ [- --- r-�­t­­1­1 - V -I . I .. 11 �' / ,,, , I. I . ! I I , � J111, , , - I I J , , .1 k - -1-1 -1 CO i - -1 . ­ .. .__ - -1 I i .1.. __ . ---.--,-. A, - 9 I I k . �__ � I_ - _- 1 -4r 1 -1 - " I , ,t e-', -,---- -, _ I ­7 __ - T[_ [I I , 5 �-- Ill - - - _270j.- - - � 11 Ill - �,' �. -I � . . 3 32* :_ (SEE SECTINDIMS AS ! . - L - - 11 .. 1 I UC;trrS 0 EX 6Vi;W ' AM i , � " . I (SLE, SLCtION5 AS APPLICABLE) I ; I - �., . , I -i --- Id [ � . --J. I.., I .-.I- (IL __ L___1__1.__ 1_1 1_L__1 _J, .L_J_A__­1._._L.1 I - I L�! - �, I [1 TT - ­ I _... .-.-. I I I � . : D.M.- - Iiiiii; � ,- __ -T! ii_1 I I . I- - '� 01 )"', , I , - * - ED i I , I " I I I , I __ � . I . (9 � 9. (0 - @ I - .1 __ -, " �. I ,�i --- iii i , I - - � ... 0 - 1 4- - --I.- , � I I 04-(�).(j)-@. &6,_ '. fAA,` 11 - I. RRN . 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - , UN - � iW/10. 2W/10. 3W/10. 4W/10, � 6/5 SWI I 0, 6W/ I I & 7W/11 - ANKMITIRS; FOR comclunit SEE scHLOLLC ON SMrrI% 8 & 9 - FOP *000 SEE SUMORS ON SHUTS IQ OL I I - REGU AR SjQRM PANELS'J'A 44, ELEVATION N T S I � 1/4- 1 -.F w 267^ ,/.,. MR. W VMk 0~ -1 WHOU WILLM L � 1 7___ ...... q t �(J) :t .�.......... ENS, . " .... . * S - W­ . - : = . No 44167 -, * I SECTIRN : OF - * __ 7 A -All TIT --. ---1 -� /7i-L- __ _., � 1M.... %, qe; - * - I � o A I . - � TEST & Ew� COIN S - '*� _11r_*1.11�1=1t__­E_1 S �0'. �fil - - ,P .. _�-- - , 't��'. - , e .. ....... �,o """, S, t `,-Ils - "O.". &I N ��llixlwlll%Q-JmAmw __ I, N� A � T`t ------ - ____ - INSTALLATION _____ __ ___ - DETAILS FOR REQU kR PANELS ]I & ,U INTO EXISTING P9AI1RE0_QQNCRE1E__Q_R_!a40E!�_ BLOCK STRUCTUM POURED CO CRETE POURED CONC E 0OURIED COWITICTE OR CONCRETE BUOCK OR CONCRE11 BLOCK OR CONCRETE Ill .FOU.-LE, REQUIRED REOUWD CONCRETE ANCHAN!, (SEE SCINTEOL(f ON CONCRETE Nwc� (SEE IRAI(Oua ON = ANCRIONS IONIC MUE CH, : vinly 9) I I S.W 13 I . SMXr R) I . I , I I - I . I �� ,E -:: ' - -'::- __ I I I J � 1,1\ , r - " ___ . � I I . - � I . ! 1, : : 1'. I , " I I I : : I � I � - 3 �,.� E 41D, 1� , ­ . . . I ; ! I - -j I 1 ; : I _3 I .-----I- I --I I I � 4 � , . , " __ , , �41, I �_, _ _ III r ., "I � 1 1 I I I - � I , I � L I � �­:,=­ I I I , I - - . Z. � ; , 1 ; - I : - - . : I : I i I_ ,I I m -.11 RR - .) I I I e , .- IN, , _ , I. _ __ 0 - 5 "'n " : � � ! . � I- =R ; - .1 I I , I I i � � I/.,.-- � S�v amrs" I �- . I 1 � , 4 1, f 9 W A I , I 1 ',/,I-:;� , I. l� 1;l I ; , , . , I ,I � - � i ! I ; ,/.rT-x,i,,- :55 tRA,S ./ 7/r. . 3/31' , .1 � I . ; i I : =,,", Is ,��L CARKLAV, - � I ----. I ., I . 1 - "T. 0 � : I 9 . i I I NUT III, ENC R1 : - i_ J� I J I : ( . ! I I . R I I - I ., - I _��i��_:_7 ,-,--"k i , __ `_ I. - , I : . -5 - I I 1 I I : " � 01 I ; 1, *_ 1_J , . . � � � � I �_= 1111, i I i - 50:11. r-PE-1 ; (ON, It I OSOX � F -I I =rnl - I I I . � : . Of - I- WAX I I I : � , � WAX - (1) - . , I I I 1� I I I � . a ; Ef I Mr. !VC," Ill I . , � �, - I/ 11 ; I *1 LIP I I C�T :0 � I I I I I-Il - I ��*J L I , - - _� , 1; , 'No. - I I - � � ,1/4* Min, , .., r , 1 1 1 4-0-20,3/4' $3 BOLT , W / 7/6'.3/32' wRG No 164. I : � . omm StAoom = ! 0 12 1/2- OC : CONCRETE ANC.oft (SET STMema ON CONCRETE NNIANNIS (SEE SCHIEDvEr oil SMILY, 9) (WE K$CDV4 ON sner 9) � SHEET` 2) POOM COKCHM all CONE" I1_X =ED Comm, ON ,N,,, " TAOC. ,IP(r, BW on � RfORTRED .0-11. OlEEO--.A�MJWP�-WA"--M.,QvslibLg DIUSI-ANQ WAU MQVNMS-Q DIRECT MO NTING IN I IMom : -.0 INSTALLATION 9MWN__9 INSTALLATION SECTION I I SCALF 3/6- .;CALE 3,­_ �-, Ylll "", � , A."'T T1 11 11 I I IT, . . . ..... . . . .... � E.G. - EDGE DISTANCE i binly-12K.LQMBW112ti_u_�LLngt4,5 (SEE SCHEOLLE ON :: TOP & BOT70M MOQNT.NGS CAN RE SHEET 9) I COMBINED iN AW INAI TO SUIT ANY INSTALLATION - I 20 GAGE GALVANIZED STEEL STORM PANEL " DAW", A, -...- _. ­­ __ - - .OBAL PROTECTION PRODUCTS, UILC. D�t"/� RATE _t $1� - CWWL F. W1. --r , IRMAN"'. --. FAA t�)u�-7 20-176 - I - I - - I .�-r­iiiW- OWAWWT� NN ANC4OAS FDA CONCRETE SEE SCKOM ON SMEE` 9 roff WOOD Stir SECTIONS ON SHM 12 3' Mal, 2 61* 3' INT. I. " (Mm 0,IENCAT�-Littexi Wtuum I I" WIL" - - 01, - - DAL M litim, - I I r*1 , "" 1 "', L a - � * 0 do - I I , ; 4@ & � i I I 1 1 :. . L L , . . I I , I . � ;I : � 5OX ! �! : of %. 11 I af I i �� i ,"., - , 1� ". . , , RIAx �; If. - - I L� I I � ;LL OlIc L_; - _ . L � I—- -.1 - ILL� . T, ,, I L T-�,J ; ---T f P.- I . , I � I �"' " i,f, - I I . ". I .1 ,, . �: I . I I r , � . I I �,.�" a MR4 I J 6 I * ".:*`;!�'-"_"l`. � . I 'a � Of, ! : I - ,J, - 1.4 � , J I.AA� I , T .4 r I I J, . . I I 90 � : .1 I r .- ` � 1 4 �; ; . , .1, - , I box , , '. _I � I i .1 I � , MA`F - i _;I I I ; I i i - - - � i : � : i Ill i . I : I : I i . IT( I I I ! j I " 5 ��,___ '. .__r._ __L_ i_ .- - - I - 4 _._______i_*& I 1% I ZZ -�___� I I 3% , - Ill . @ so MAZ 1, EIR, .L. I: Aff"i. AX - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEEI 9 - 'OR WOOD SEE SECTIONS Oil SHEET 12 REQMIA& STORM PANELS L!� & a ELEVATION SCALE 3/32"-, 1/4' �� GAP , ". I I (., �`rx� - - - L NWO.f ,A", tA , . -1 .. . ,- - * !\-/ ,." \-/I-,,\- �/1"\_/­\1'/R"1�/­\_/"P1\' '� - I /,.. Ilm GIRR (JI SECTION A -A ll SCALE 3/32"-l' .. , - . .. - - . N . . ", . . . - . . � .: No 44167 '-. �= : . - * : � ,; Ali � -5-1 . . IF 11 I% S F OP , Z��,-- I ID IF , � " ,- '11� FIT-;: . "`�. 97", ­ --� I v FLORIDA BUILDING CODE (High Velocity Hurricane Zone Z�Plo WE. - 20 GAGE GALVANIZED STEEL STORM PANEL . ..;: TH I fir/n/le 9 - " GLOBAL PROTECTION PRODUCTS. Ul - 11LIECO - in. , NNITI - 11 ITTRILIE" It.".. A a ...,_.,_.� ..'e, ' 31". 20-176 1 1 W.�!,:: It-1=11-1-11111 �. (­)_�IIM4. 1. ("'MANn'-67.1 INARTNT, He _'_ - *=A, 1', ,.".4", 1 . I . I I... .. _+_ (D Q) Ill U) _0 -M > 0 (D r- " _+_ 0 1 (D T_ (1) (1) 1L 0- 0_ = 0 _0 0 I_ _= (M (10 _,_ 0 -0 (1) -I.- 0- (1) . (D -I--- = Q) = -0 0 (13 Ill 0-0-0 - M . __ il = 0 L_ ED- - = Z-- -9 Q) 3: = il = 0 . LD -#.-- LL. ,,-- - CU . U) (1) M S.- 0 > L_ . Il Ill U) il 0 Is _,_ M _...- 0- CD- F- _0 . �__- U) < Ill c1titi Ill " " (= �)_ .< 2: t 4 Z Z W mi I \�_ > LA.J ,.� C) :.,-: �_�, Ill r- CL = M L., 11 'M ec, C`14 .,...; LL- >< I-- ri_ al' . E, m 4= - In _', C14 _= Cn 2 ,=1 (a - .2 - W �:<. I 0, rL _= cu .- E - " :.. C, _C­ = ab ,., -= �< > 25 �I; 3: M M CD _= Z . R 0 i , CIA . - = C= . :� .!2 �_ 'n & .C.- = E -T C) 'a- cd - I .- I , wril, TO, �44_A :3 U) a) CZ M 0 &I.. " :3 LL1 :�i < :�_� :�_, < _J a- 11 (3) a) Ill W M > 0 L_ 0- 0_ e< -Ill C) = _0 0 L_ (1) W (13 co F_ I I SHEET NO. SH 1.0 w artR•e \ ] . • WALL AND FLOOR MOUNTING INSTALLATION FORw` of SPLIT PANELS I>u flenw[ OP a urnn's W s w --••77�� , � pjV•Y trw an 'PIP. ' •MIN ..-r' - )1/'•A \ �L -°n M I - , T.- ; '�: ,• _ • . • Mntp• ,tr . •anaq C 11 • r'-'- [p.. ,v . tN)rwt IIIIINPI �� X n. 1 D1 Y 1,NJ mtlS 1 r •/' A wur Ij Af2 1 1' I �' a Aria �� ..r :41�mwm• a• c _c I• - 1 _ orANLRAeLA .. /2• � _'•__ �• W �[ ul +[1,TPW`, - �IDe: DC, t/ ] ,/•' ...- _ .... 1 1 1 L �-' of •)• - 1 - (.LtFCT.Io�Nrx=,x • • L rA GC I' OEIAIL_I -____._.WI4�e Pltla• 11r'w4.11M. M,w _�: •au�n AID+ iwlnu] . iNL Menl Abr E Roo I/ ] I - et IY 1 a r oa u1Ao1 yl► DoraE°1�n"Mraa acin'o I �qel I•N.a�i'-Y w r"u IIRWr41f ANWe _ �]) r��nwJ� n OF P,l_ -7l.o r, rT --- / PAN". - AN. wa] f LI A 7- MOYDiin ­ ELEVATION • D DETAIL 2 nA[ a MULLION SCHEDULE , t• MMan.An - � I 1�+P°y1na;Iwr-.' N•A MLI[L __lr-i a 15C ••l. �awR[ RAIN pPIOM,T ulc+m s rA.� __ IaE fosowc Mr.. aAMON SPAN (FL') • REOUIRED MITT. TW,, MULLION •• c .•- e' 2'. 3" 1/0' > W-16• To a'-0' 2' . 5'. I/r • SPAN$ vAL'a FOR AS D DESIGN PF"SURF RATING IA TO .SS tI Pi •. -T70 P.., •• UPA1NWA b pIMWSION SWN.L ORIENTED SECTION T PARALLEL 10 s7o114 PANEL s LENc SCALE 3/8- 1' NOTE: MULLION CAN ALSO MC INSTALLED 0/0 STORM PANELS ON IOP OR eOnDM SO THAT IT IS LOCATED AT TOP OR BOTTOM Or OPENING (ONE PANEL OP[IIMq W/ tUBE TOP k BOTTOM) I tTt-TT V a mrl/`�_�� nRA,w•pa lwoM-/}-af'Rjw'Te'ajr7.�.'i... -t, Ir.c,N • pr.p. rAt•.AN _ _ 11.J L I I I I r A/2 '.� A Ij, I I/Y-: - - -J 1• _ .. MA,Aw ir'Ar • f•Q MNJKP, fOraMC SECTION Y-Y a. SPLIT STORM PANEL ELEVATION SCALE 1/4'-1 tI •rR.MYA) SCALE No. 44167 # *' AT i* '33 P]Ole t nun ceTllO a NON lO P1. IIA/IIOIATUa/MtC _ U-OaOell• MN.fLP A. , li Jr PC FLORIDA BUILDING CODE (High Velocity Hurricane Zone 20 GAGE GALVANIZED STEEL STORM PANEL t,w.. n GLOBAL PROTECTION PRODUCTS. LLC. •mo s.e. a1 Snot .W,1S]31 I+O,IL TJN, nW (w.N14N-nn m/x/xx N[ 20-176 Pa n•,.F Elm I or 2. 1NSUALLATION DETAILS FOR REGULAR PANELS i,j; dC JA INTO EXISTING WOOD STRUCT.t`IRS ,vl, 1•r., ^NIf�Aruo •am1°t tlAR'�I"r' r-- _ .- ._.- i 10.-roIA• t .. p,' 4)M., . w ,Ann • r ee v - r/•:.r •PAP, • .• °< v - -' �- , l p.aw rr w, n..rMt ronM,n, ,,,aAac ."4,.PIa nA:IM• Crw _- / )j,_.(� �y�:An i- - - mr.R .Pm •R.o.. l-.'(:r, a .Bois �.,Pr - - NWUP i..,a:r •r � I hrelwt •/ mo ,ra,P�n Ie / • ac. . a .�+IN'M ,,°'ALAI � - I ,�' ,.•.«„� j � ' � I ) s'C� .'� ' N f - r 1= i � oar-) nQ" c ri-- ml U Ltg1r+ • ea-1 I� ®� � �, L '- L` T•a•I . A A•Aa �,a�L.J WALL MOUNTING INSTALLATION - ALTERNATIVE 3W j - &1 SEXE'. 1/4'. 1' m•uc I �� w �' yfl$ BUILD -OUT MOUNTING ron" LET '.,,,,.•, INSTALLATION - ALTE$NATL L_LW , /,• M. (.Ora +wv+w, -_ _ - ' �"�' � r �•- AI .•.ArH a Wan 1 w/M.no'«i 1J°nc .mi R--- SCALE, 1/4 . {..._ .,-� CEWNG h I'LOOR MOUNTING WALL A F7_OOR MOUNTING WALL MOUNTING INSTALLATION - ALTER ATIAW 1N51ALLAr1QH$_-_ALTEBNATIVF-n (SECTtoN AT TOP IS UNITED TO +55,5-67.0 MAX. S V E '!• - I' INSTALLATION -ALTERNATIVE 2W AS D. DESIGN PRESSURE RATING) ;Ftil SCALE: 1/4• . 1' •�w ii i •� Pa: i -''�-� i Y FLOOR MOUNTING_ NOTES INSTALLATION -SECTION 4ASCALL 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.O DESIGN LOADS, '•'� ': UP TO +555, -72.0 p..l. AND PANEL'S LENGTH UP TO W-a' �``y�?�''JCENS FLORIDA BUILDING CODE (High Velocity Murricon• Zone) 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY or OSS OR EOUA ; ;• N0. 4167 - •Ja]o'"mOC 20 GAGE GALVANIZED STEEL STORM PANEL 1p M2TiiDR cI3MBINAnoN OF sEnrDNs. �'• ST FDF' _ GLOBAL PROTECTION PRODUCTS, LLC. Grz :p MIL out F em DxvsRm ma's, O '.. L ROD" IOP & BOTTOM MOUNTINGS CAN BE 7-A,� �.y 7R.,I TEI • oN INo °'WL IL 1u14 20- 176 ' FSrn 'NV . r •. r a n.P. .. in PNo.e- 1.>•w•--xi'N' Ew)tw Ana • COMBINED IN ANY WAY TO SUIT ANY ''i / ') r.w. IAMI nI.,4M •« Iml n,-,A, _ - tr IN ry'fl'l�l,� INSTALLATION. flaRAPPIC, rp1* 4tAt/•dL•1Wt/Mn wN � irVi 1,'IE)I - nR'a,Ix Nw.RRt .11CHOR3 CONO" ANCHORS (St1 eClWbU (5[L S[Or K 41 ILIT' 14) I.) `\ ` SHf14) -1= - _J POUIND CONCRETE J Soc. REQUIRES Sag. J POURED I I/pl ror,1MON Y IIOR�rofIRMlDN 0Oa1t P N6 t/Cw/Sr MOT ) 1M i tKRY �- SPA 2,//22`�at . STUD • 12 1/2- /-•---I/4'w1' 11•l>I.N[ qM SP(L9"v' n/e' u.,. IcADt�+) 1/] F, 3' Mu,. (CAS[ 4) 1 1 4'w I' MlDlle[ a5 TO Gi.W12 C' t (SEE DR 2/14) 10 0 FJ 1/7 DC N Gal I t � cp PD ON ca `C`I7`F i 9.NN.J.D Mom. (It_ I, -Ai AAI[.OAS CONCRETE:'•) - I (SR 3Cr1mtr ON SKR _ rWRtD T%NCM n _ ' EPWLiC pClp yAr - IAl1 CO e-, ca• •Lo.Pvlr . <a.A•nc .flprDll.J - ;xT WALL MOUNTING MOUNTIj I NG I SIAL SIG INSTALI.�IQ14 ELBlj_AND PLOQR MOUNTING INSTALLATION = SECTION 1 SCALE 3/8' . 1' - SECTION SCALE. 3/8• - I' NOTES .ffi+11EL.SBFi:?i...SDBIi.f'NLLi _iSILM. INSIALLAlhK., 1 LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANCLS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGUTAP TRACKS.) 2. LOT SAFETY STDR PANEL CONSISTS or 0039' G&VANIZED STEEL STORM PAWL AS PER COAIPO•rCM �' , SHEET 2 Or DRAWING TINS PANCL ALOw5 nVLf TO BE REMOVED OR INSTALLED MM THE INSIDE Do, STRUCTURE. „1.auuu ALTERNATE LOCATION - ON LIFE S417Y PANEL •_ AREA W/NO IRE SACIY PANELS LOCATION OF LIFE (SEE NOTE 'BELOW) - 1• REGULAR PANELS W/ OR -- SAFETY PANEL -.. W/O Rf GA,IAR TRACKS (SEE NOTE I BELOW) r LAST PANEL E(T 10 BE INSTALLED AS OPTIONAl ��C __ IF TY STORM L)FE SMm Sony PANTI OPENING SWu ALWArs a PROVgFD W/ PFAA IANDIf ( ;t 10 FAE'.JfAtE INSTALLATION If RT[NPED TO BE INSTALED OR MLOYFD FROM INS,'A ELEVATION srkr ®®°R ,/ '.1J P 1 I • I/l• YM. rA/•^ .Iva W. %a Nan 1) SECTION B-B J. UFE SAFETY PAN REONRES TOP 1pACK 10 BE COMPONENT BOTTOM BOTTOM TRACK TO t BE COMPONENT AS 1'ER SHEET 2 or THIS DRAMNU `>.L��lT'P ........, COMPONENT 0 Y 01 INSTALLED WALL ESA FLOOR MOUNTED FOLLOWING SECTIONS I A �, ,• N 9'''. 2 ON TI-Ir SHEET, AS WELL AS DETAILS I e 2 ON SIIELT 14. �3Q'. • ��CE S(C' 4 IN, LENGTH FOR COYPONEM�S IV _ : - N 0. k N . ANCHOR SPACING FOR COMPONENT ANC Al BOTTOM 6 GIVEN ON - - o ® nORAGE 0 SCHEDULES k 2. SHEE' 14 - * * z- COMPONENTMAY BEPERMANENT OR R MOVARLt E AT T r i r R I 1 I I 1 5 SEE DETAKS FOR NSTAI LA ON INTO WOOD FRAME BJ LW SON SN E' S. 'P '• 9 ' NG E 1 OR 6 SEE SHFLT 4 FOR DETNL APPLICABLE 10 THE NECESSITY FOR THE INSTAIATON Of ',•'�,cFSS ON AL '��� SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STITCD/W000 BANDS '"/41 NH. to PC uAL/SrDIMNAe/DAn FLORIDA BUILDING CODE (HI h Velocity Hurricane Zone ocJo n, nco, we 20 GAGE GALVANIZED STEEL STORM PANEL r° aR,Nw, My LI L E� C O - \ LFNIO NM PfltNO OWMAMY n N,r U-0a00l IS ' •W TFR A. fil1t .1r F.L 17 GLOBAL PROTECTION PRODUCTS, LLC. .•oo Sr S, $law - .L ]U,• (..on .rnrA.. nu. LAX: (ex)em-enF 01 w/xm7°2° --' 20-176 DRrAww N• - •ie w _ - _ SNttt „ d^le -- -- MAXIMUM - A.S.D. DESIGN PRESSURE RATING (R•s.L) AND COORRUPONDING MAXIMUM PANEL -LENGTH "L" SCHEDULE (VALID ONLY FOR PAWA23 4ka INSTALLATIONS AS PER SECTIONS t nM 10. ON SHEETS 4, e k 6) • 6OLIr'D IF/ 1/-N 2%1' ss MS A enwrAn A' at°LAP a 114x7 OF PA v MAXIMUM A.S-D•_DE51GN PRESSURE-UlldG (R•s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING -SCHEDULE FOR REGULAR STORM PANELS ji , A lk INSTALLATIONS INTO EXISTING CONCRETE CONCRETE BLQGIS_STRUCIQRES (VAUD (111Ly FOR PANELS 0k 0iNSTµLATIONS AS PER SECTIONS I THOU 7, ON SNErTS A k 5)am LEMI `11NUNIIII/ o" DER A. Tl[[fMl '3��' �CEIV - � F FLORIDA BUILDING CODE (High Velocity Hurricane Zone) * ..No. 4167 . * € a1Ox XT . NO 2200 GAGE GALVANIZED STEEL STORM PANEL. ° F o•, ST OF' _ ''�'GIpgAL S - 'r ' �-y' PROTECT PRODUCTS LLC. . IL E C O ANCNCe SM, 51 SfRCT Art (o► Sip; PP., NNaN "cRIM9 cowAl.. aAMC.0, not ( MN,t. »rorA (04MW-)e•e. ra. (t"•MA.-en) 20- i 76 "I,AL E "' 1 - 1N1111 f Zr,,yPNAIVK'/glC WLLT[R G-000171f -- A. 14R Jr, PC -., -°01ie el(Ei t d ri IMnMwfgFwys Dom[ w.. 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SCHEDULE MFEAIOR PANEl� ETtp PANEL 7 - J. rop MP, -- FOR Me.. a OR DIRECT MOUNT SPACING ANCHOR SPACING ANCHOR J Min DETAIL i _; WALL MQUNTM INSTALLATION (APPLICABLE TO SCHEDULE 1) SANE. 3/16` - I• MAXIMUM__A.S.D. DESIGN PBESSIlREJ 1Mfz (O.s,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 1fi: FOR INSTALLATIONa._INTO CONCRETE A CONCRETE BLOCK STRUCTURES, SCHEDVLEt E-_.(�W.' WA. MOUNT CONDItIQW,WEA BUTTS)Y W. E•D-_ w 1M �ASO. RPODN a TAP-o°P PANT-« PNnWR PLAN[ o MIAIM R PLUS APFUOAREE i Imo° _ SC YMMUM PMIG •; PMLS6JRl ro coNCRUE ro �° E ra E ro n ro�a,a°�E�E co4RNA,Xrr ItNcrN <N RAt ..4I E 6LOC,GoMcim RACK CONtl_ BLOCK COwL•- koc. OaNCQrE RDLW OF HCA 6' N/A N/A N/A 6' N/A 6' N/A e' N/A I k 2 (TOP) ♦55.0. -7).D q• 7' 9• 0' 9' 9' 0' B' r r I (BOTTOM) 5'-0' UN it55 6' N/A N/A N/A p• N/A 6• N/A r N/A 1 k 2 (TOP) ,55.0 -72.D q' S' 9' B' r 7 t/2' 9' 9' B` -- 9• 1 (ROnOu) S' 0' TO T-F' -72.0- 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A i k I (TOP) -.550 B" 4` q• p' - . 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T!�L/lt' O LIFE SAFETY PANEL SCALE 3/6'-... 1 . , ••;'> , daQ\ ....ENS sr-tr 5/8•-I" -3`: ."r, f • FLORIDA BUILDING CODE Nigh VelocityNUrricone Zone) MQIES: 3 - Nara T4T[Ca. N¢ Na 44167 ? * 20 GAGE GALVANIZED STEEL STORY PANEL - ._ N I � m I. INSTALLATIONS MC ONLY VAlAO FOR et.uXNcs wmY ASD. DESGN LOADS UP TO ♦SSA. -77.0 PSF AND P•NEL'S LENGTH UP 10 e'-e' * /. z AI f ---- �'-) - ` --- ----._-._."_.. e1/»/» Z. TOR NEW HOOD FRAME CDNSTRUC1gN: I.oW MEMBERS TO tlL SOvn,ERN o,� S ATEO'¢1- L `� GLOBAL PROTECTION PRODUCTS, LLC. I L E C O IEBE:. TI.n PINE A10 2, W/ SPLGiIt DENSITY Of 0.55 OR EOWL '• OR\ `�,p�ti.e Zr -,, • '',(� I- / [Me, (OYE'ANY O„ .C. M "'I. ,(• . F • • p`• Mn K. r a Iw--w, e+.sr a A•N T+IOYL: (r.,N•0-/5,6. rAII. 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PAWE", (TYR M.. FM COMPETE ANCHORS: sm "Doe Ir-- , - NL7rTRAM( LouMAN te"fr iW�7 r ON Bun 25. FOR MOOD w3 . I.�S� W a� 1/9' 1 1/B•' AY EM PMCLS} " MN i ff. 5EF So"' ON SHOE. tb I PAIIFLS WNr 3 ,J� Mar L2i I' ©W/ OR W/..v Q - - - - III-- • LASE PIKY F(T 10 BE INSTALLED AT EACH 1 • LAST, PAN4 10 BF 4NSIAfLEO AT EACH YDWG gNLY ALWM Bc PROVIDED w/ IMPTYPICAL ELEVATION FQR SERIES 2000 RRLAR AG SI[SN" A WAY11 a u*" EQR SERF REAR HA"DIE TO FAWAR NSTAtLATON TYPICAL ELEVATION �QQQ •oG E w MEh"D 10 se INSTALLED FROM "_ HANG STQ M PANEL 1 R NTENOED 10 01 NS/ALm FROM INSIDE Of STRUCTURE INSIDE STROCTLmE. E-Z HANG ' Cll SYSTEM OF __ , WAAL 3/»• . I' INAUE(�ANEL _ eDAta 1n:• - r -- - �1/•• 4D. SFr / Nr. OAF ,/4' M., w i/.• H4. SAP -I - 1 --- __41 1 -so./ M W/o ©. Q rOHAAn usunor. SECTION A -A SECTION B-B r EKo PARS) wl' 1/31• . I. F1piT5, SCME 3/37• -I. 0) W1MT11i OF SLTWFc-1gpp. L KAK STORMPANELSYSTEM CONSISTING ING PANEL NOTES 1 AT TRACLONG NSF (1) DEFRBTION..+)E-SECOES 200.0' C - 2 NANO STORM PANEL SYSTEM CONSISTING Or PANEL . Jennl BOTTOM W/ PANELMATES. Cant TRACKS TOP A MITOW. (2) ENO PANELS SHALL ALWAYS BE CONNECTED TO EXI rC 9LL WALL BY MEANS OF (2) D PANELS SHALL. ALWAYS K CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR PAVANES (M, R U5ED NTLY W/ 15' LONG TRACK AT BOTTOM, END PANELS /� l! $NALL BE-40VIDED AT TOP Of SUCHI PANELS. SW1Ll BE CONNECTED 10 2 W/ +/11'=/4 5. w/ 7/�{(3/32` V NG NUT 0R ( 4CO-20.3 Mh. THUMBSCREW Neil TAPPED 7 EXCEPT AS (3), IF END PANELS ME CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST CF DESCRIBED ON ,q7E (3) ELOW}. ,/.,.;;, /A• M.S W/ 7/8'a3/32' WING NUT OR 1/4•NM3/4' 60. THUMBSCREW (3) FOR CASES WHEN CND PANELS ME USE JOINTLY W/ 15' LONG ri AT .To 1MPED BOTTOM TRACK LOCATION OF FASTENERS MAY 9E Al EITHER O' TWO CA AREUSE JOINT C 1 q) AT BUT CIAO PANELS ARE t0 BOTTOM 7 BM EXTCR*R FLAT FLANGE$ OF END PANEL SHALL K ND PANT AT TOP OF SUCH PANELS. (4) IN CASE THAT END PANELS NOT CONNECTED BOTTOM TRACKCONNECTED (TO A STOP BAR !A). FDR IN9TNIATIONS WHEN END PANLLS AND SOME INTERIOR PANELS ARE DIRECTLY L1 0N1.7 USED AT ,PANELS EA S AL O O LOST 7Wyj PANELS SHALL BE CCNNEC1Ep TO BOTTOM TMCk MOUNTED TO EXISTING SILL ;ALL Br MEANS OF PANCUA11TE5, ONE INTERIOR PANEL RIORTRACAN L NCUMATINC VSING SPECS INDICATED ON NOTE (}) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W/ TIRACK �7 Ai BOTTOM BOTTOM TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION WALL W/ 7W0 PANELMATES POLLOWINC INC SHOWN ON ELEVATION AND W l� ] 7//2• (5) SEE SECTION V, 3' A 4' ON SITFEl 24 SEE ANCHOR SCHEDULE ON SHEET 25. Kin, EDGE DISTANCE. FOR MAWS CASE] BfiCRtOR PANEL USED JO(�1D)Lv Wf (T) DOES D �N7, INN,ty SVCHNCTNTTADJACEMT 1 �a.........LAl........... PANL'TFE�U (0 THE LEtT B RICO SIDE OF INTCMOR PBBMiEEL)IFISHAK .J •`Ec`,.....1.C, /j✓ THEIROV[RIAPS. RETAINED BY �7g /� "� E = N - ��c S FLORIDA BUILDING CODE Nth Velocity NET Icon* Zone) 11 No. 4' 167 . E `T0T0 R 0' "c 20 GAGE GALVANIZED STEEL STORM PANEL al e `J °TC'"/'°'0 s * ' ^.r,�� . �' STAT OF _ GLOBAL PROTECTION PRODUCTS, LLC. .7 AIL E C. O IMe an' s9•'. F �•-NJ•wgy; .Mao T. ,I STUD co.w.wY nvs, n J» ., (O 10 T �iCu� yO,N• >4TtTweW-"--o`aiio (C ' . '' f;3 !• W.•PIA n A1« HIUnL. ATHI MP-roa5, 1A (RN)a M? 20-176 'V is L.'L� .\'' -- •.'�� (LIT WCA �,V PAN- pwYRNG ;C "', An. IAVT .Wlwrlr .�. '.... .. y_._ - Nl0..... ,NN•A E 17AL!•JN1NI.KIE./WR Nara . LVuU, . S ( as:*_�y '� _ _.._.__ �'._ -' --__ TT SPRIT 11 Or 2W INSTALLATION DETAILS FQR OPTION #2 FOR Ll E SAFETY STORM PANEL__5_Y5TEM INTO EXISTIN-G-TOVU0 CONCRETE OR--C.-LTE-BLOCK STRUCTURES ,ra' TAKOR AW.,,cv. I ♦' tAPCDN M12HQW, ovDO: oe•cc POWtLU C.T:,CRCTE - POURED CONCRETE OR CONCRETE G'AlcN OR CONCRETE BUDCli RCONREQ E .._.. I REQUIRED L ,- - _ _ _ 40. I Ma.. U- I i N7 . ,,. taW1,.?I x EX 6nNGti GLASS 1 I i,8 Iji I i1­1, �! I ; CI I ITT .0 - __t 114-/O•• PANELYAtt %.Us W/ 7/BY . 3/32• MIO NUT PWeFxR O 6 1/0 O.G POURED CONCRETE OR C(RNCRfTE BLOCK W OUIRL7 WALL MOUNTING INSTALLATION SECTION SA 4.-BEGULAR PANEL scut 3/8--,- - ir.- I/A- 1/.. .FL W M 10 A 20 FOR AWC DRS TYPE a AMP= TYPE I IN1/... SPACING To. AGTAIJAI ONS INTO WOOD .-.- _.�_ _ _ - � ] ] IAAA[ lALD"NCHO IAMAU 1PACINGS MD WMM44 MIA o4TAM:E AK ,aWATm OM IRS •,NI.4RANa �) 7 t SORomf rot ED an TWIN MNCATm a,. eJ MPQ o...,. y. Q,.) _ _ _ ' _ _ ,, 7 / SO EDULE .EDUU ANCHOR SWING Lh MULTP'LYNG '0XNG SHOWN ON SCHMA E ,AORK a at mme PACI011 IN THE roLLDee.9 FA000I TOR MIS OONATON "a INC ,O^.WNE. JoIDUCFD , 1/3' y VACWG OBTAINED UWC FACTOR I%- "' , ,/Y - BE LE" TNr AA SF.ONC DA"I""O Fps M EANCHOR R TOM OH THIS SC14DVIL r ,DO I.Ip 1,'- - i, � i._M1.14s , S .0 I i TA.•-Ml' q&^I I , __ r I.r Wf.41tWY 1 y DNA' eTa MINT • ! , I I •• I,is /rI / 3 e; I - Lae I 11 . , I I I------L- I i_' ... t14-10', P, awTE PLUS N/ ro'.. 3/32' 0N0 NUT IPASHM (BEYOND) _'on coNNCCONCRETE BLCK RMUIREt WALL_MOUNTiNG INSTALLATION 4 LIFE P,�} "A,.....1.IH"I'"Nllr,A _MATE .1/6--," #""� ,,'R A: rit0 " 1�., "�lic Nile, - 's No. 44167 *: E oamo +arEFc, rc q STATE (Jf . f ct 5 :,,0--. LOR0gtI: -_ ONAL ..i>.c� �A''n Nn111111 4 '� rRLNr T�aTNYor�TnkP�iEL." e- P.E. 6Ul/3xN IWr[/INK -- UI-:4", W�La4 M NIP H P.I AIDA BUILDING CODE (High Velocity NUT icons Zone 20 GAGF GALVANIZED STEEL STORM PANEL ..:: R 08AL PROTECTION PRODUCTS, LLC. "`/A/'030 an - .. DI "'Ps"I IMM. R =I. _oHil- ON -r5.6. PAr'. (rwwR-rn7 - �,r 20-176 aAwWNc H, •-IV eem Is N 11 GE'AFAu NOTES: YAIJO E-7 HANG STORM PANFL SYSTEM 1 E-: :wN' STORM PAWI SHOWN ON ;IRS PRO Cl EVALUATION 00CU4EM (P. F.O.) HAS BEEN VERIFIED FOR COMPLIANCE N B II YIIIYLMI EYBECIEIF1/1 4< ICON ANCHORS AND PANE1AN71 FEMALE IO A PANELYATF PLUS INTO CONCIffTE ACCORDANCE WITH THE 2020 (7th EDITION) O THE FLORIDA RUILIXNG CODE. BLOCK SHALL BE I I/1' DESIGN WINO LOADS SHALL K DETERMINED AS PER SECTION 1820OF THE ABOVE MFNIIONED CODE, B..) MINIMUM 11,19FOMLNT OF 1/4'0 X 7/8" CALK-1N ANCHORS SHALL BE IS 7/e• INTO CONCRETE FOR A WIND SPEED AS R[OVIIEURY ML JURISDICTION WHERE 1 HCSC SHUTTERS WILL K INSTALLED'AM M , I H D NO EMBEDMENT ANY FANS MATERIAL TE SHALL ERC PERMITTED FOR A DIRECT ItY FACTOR USING -/ 1 1DPNl CUR Kd-OAS l 5 ASCE 7 AND SHALL L NOT x D IMF I NG 6 E CFE E MAXIMUM (AS D.' r-IO ID SIDEWALK ROL15 USEDSHALL BE LONG CNOUGN(SHOULD ANY i1w5H MATERIAL EXIST) TO DESIGN PRESSURE M11NG5 INDICATED ON SHEETS 25 A 26. ENG,A()F 3/,` INTO ANCHORS. ENGAGE ' I IN ORDER TO VERIFY THE ABOVE CONDFIIOH. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-,a SHALL BE i1R5T REDUCED TO AS D DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TD 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS RF FOUNO ON THE EXISTING WALL. TO COMPARE THESE W/ MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAN STRUCTURE BEHND Su" PANELS ANry4YJRACE MALL Bf A$ 4EMIONED N B.1) AND IN 0.2). IH ORDER TO VERITY AN TINT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A SAX INCREASE 1N ALLOWABLE SIKS$ FOR WIND LOADS WAS HM USED IN THEN ANALYSTS FASTENERS SPACING TO WOOD HAS BEEN ULTERMINED IN ACCORDANCE WITH N.D.S 2G15_ (C) MCHUNS SHALL BE INSTALLED rOLLOMNO ALL OF THE RECOMMENDATIONS AMU SPECIFICATIONS OF THE ANC40PS IMNUFACIU!" STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCOROANCE WITH SECTION 1626 DF TN MENTIONED A P R f 11 R THE RESPONSIBILITY f T E ABOVE MEN ONED CODE S E EN[$IRATON TESTNC IABCRAIORY. INC. REPORT / 2032. AS PROTOCOLS TANS -TOT, 0 ME CONTRACTOR TO VERIFY THE OF THE STRUCTURE WHERE ER BE E ETO TO B INSURE TANS-707 AND TA$ -TO]. IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE THIS SMIITIEN SItALI LONLT BE ATTACHED TO CONCRETE, %.DCK UL ONLY B rock , OR W000 rRAME BUILDINGS T THIS SYSTEM HAS BEEN DESIGNED TO BE. WALLED DIN THE OUTSIDE IX THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE Or A LADDER OR UF-T TN5 APPLICATION IS VAHO WHEN IINSTALLATIONNATION 15 INTENDED TO BE PERFORMFO 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK AllSHUTTER LOMPONEM EDGES WHICH REMAIN N CONTINUOUS FROM iH E INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING 10 MRFVFNI RWND/INN INTRUSION CALAK AND SEA. SHL.'T1ER TRACKS 41 MOUND FULL I FANG T,. 3, SERIES 1000 OUST TIDN t5 APPI C r0 N I I+ ALLA 1CABI SINGLE AND DOUBLE HUNG 5YLE WINDOWS WHEN NSTNLA110H 'S RF OVmiD L BE PERFORMED FROM IN( INSIOL Or STRUCTURE 13 SID" PANEL INSTALLATION SHALL COMPLY WIIH SPECS INDICATED IN THIS DRAWING rLUS ANY BUILDING AND LOFANG REGULATIONS PROVIDED BY THE JURISGICIpN WHERE PERMIT IS APPLIED TO 4 5(71f5 700D INSTALlA1K1N b APPLICABLE TO SINGLE AND DOUBIf HUNG AND INNNIONTAI $I OEAS STYLE W'NEVAYS WHEN INSTALLATION IS iEORCD TOBPERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRWM WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYSTEM' IS PI179R PF7oeA 5. ALL ALLFAINUM EXTRUSIONS TO BE 603-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT [VALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.. WHERE THE SITE CONDITIONS DEVIATE FROM ME P C.D 6. ALL 41-UMNUM SHEET METAL USED AT CLOSURES SHAY HAVE 3105-H14 ALLOY, (b) CONTACTOR 10 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAF'CTY OF 7. ALL STEEI SHEET MEIAL PANELS SPILL HAVE STRUCTURAL OUALITY STEER., ASIM A-653 CRADF 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P LEI PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DRALED ON DESIGNATION w/Fy- 58 5 Asl (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS481UTY. 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT WU BE CONSIDERED INVALD I UlWriEO. 50018 W/ 50 Ks, YIELD 4RfNGTH O 90 ' TENSILE STRENGTH ! SHALL COMPLY W/ FLORIN BUI;.NNC CODE SECTOR 2411.3.34 (e) SITE. SPECIfIf, PROJECTS :.HALL BE PREPARED BY A FLORIDA 17EGISTERfD ENGINEER OR ARCHITECT WHICH YAl1 B. BOLYS TO BE ASIM A-307 GALVANIZED STEEL, OR ANSI 504 SERIES STNNLESS STEEL, III- 36 4s, MINIMUM YInD STRENGTH BECOME THE ENGINFER OF RECORC Or OR.) FOR THE PROACCT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF INC CI P.E D. ENGINEER of RECORD, ACTING AS A DE LEGAILD LNNEEA TO THE P.ED. ENGINEER, SKVLL 10 ANCHORS TO WALL SHALL OF 45 FOLLOWS SUMMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW W IO EXLjjW.-PDUREC CC'T BETE (e) TH15 PE.D. SHALL BFtAR THE DATE AND ORIGINAL SEAL AN(, 516NANEIE Of THE PR(1FE590WV LNWNEEP OF - 1/4-P IAPCON ANCHORS AS MANUFACTURED BY I T W BUILDER. INC. (MIN 1'e-3192 P.e,,.) RECORD THAT PREPARED IT - 1 4- 6 X 7 -IN F T / /6 CALK ANCHORS, AS MANUFACTURED (h OEWA INC. (MIN- 1'¢-34700 P.al) 1e. STORM FANE1 MANUFACTURER'S LABEL SPILL K LOCATED ON A flEADRY VISIBLE LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A PAND-MATE PLUS ANCHORS. AS MANUrµ'lUREO BY ELCO CONS1111/C(1ON PRODUCTS ACCORDANCE WHIN 5ECIYDN 170E 9.3 Oi FLARIDA BNLDINC CODE ONF IABEI SHAY Bf PLACED FOR EYFRY OPENING (Fc-3390 P.•1.) LIBELING TO COMPLY WITH SECTION 1709.0.2 OF THE FLORIDA BUILIXNC COOS AI) MINIMUM EMBEDMENT Of TMCON ANCHORS INTO POURED CONCRETE SHALT. BE 1 3/4• AMU 2` (OR PANELMATE FEMALE 10 A PANCLUAYC PLUS A2) WNIMUM EMKDWW OF 1/4'r X 7/6' CALK-N ANCNORS SHALL BE 15 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SPILL K PERMITTED. t/4' 0-10 SS SIOEW4X BOLTS USED SHAD BE LONG ENCUGM(SHOULD ANY JIMSH MATERIAL EXIST) TO ENGAGE 3/4' I INTO ANCHORS AW.W. ••W DIN, P`E ,I A, �C ,AY A3) IN EASE TINT PRECAST STONE:, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON 'HE EXISTING WALL OR per,.R- -- !•�;; a, FLOOR, ANCHORS SMALL BE LONG ENOUGH 10 REACII THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL 1�,• VCENSF'-.9�, BE AS MENMED IN AI) AND IN A2). r NO. 44167 (0) M FXTSTNO_QNWj7E fiLD_•,,A . - 1/4- P TAVCON ANCHORS AS MANUFACTURED BY I T TV 6VIOEX. INC . * = FLORIDA BUILDING CODE (High VNocity Hurricane Zone) 1. - 1/1• P X 7/e• CALK-N ANCHORS, AS MANUrACIURED 81 DEWALT INC fl' -1500 psi) y .* pin,, Ti. ;." Ww/C Ts". 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A i41f ""r m R•1,1 PN[LT e p AT - __ -------.--- ------,.. - .--- __ ZNSTAA LATION DETAILS FOR SE TES 2000 $c pQQ E-� HANG STORM PANEL it l INTO EXISTING WOOD STRUCTURES -''" 1/4'• CAC SCREWS ♦ /' OC W( 1 1/2' YM MkFA0E0 Pry1[TPAIKX: (J3yy YM. 21H' Mq,)D ` i" t/4'F UAL: 1CREW5 • e' O.0 x/ Ta EXFSIw'G 1WMD HIAOFA -I HIrAIEN krwwo 1/N'I LAG 9CAFW$ • 6' O.0 W/ I T• Mn T 1 J iNREA)0 PENS RH10H I FIAT CA ON EDCC 1 1 wr T1 (/➢7F I�" 1 T FrISrPN3 1 0 WOOD HEADER. EX tNC HEA 1'FNFrNA1NN. 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IY/ i` )(6 •.3 31' I st�noN1 I(a^PEd43fa' 10 aA6s i 7,ry••.a/Ar wWw Nli'I a I IO CLASS 1 YS w .1kI/6 OILY/3J• I x5K wJt • 12' O.G C ji' I WI• • ly CVUn CA7f.W -L-- N i r/6' YV1 I CALRY oVfRIM R x __"; I=_ r i A i I A -2 � W 1N CLASS + s,�/. 4' � , �1T,+ W ry 0/16• Y." 7/e'A,3/S" ]r'6'IWJ/3➢� y _ �"/ j... ly ,- SENIVU.T%TI WMG MR O �' rRA wN • [ TO DEASe. rVoMm D,fRIM C1VERr M"LM �p _ _�_._ __.. _E.L._ I I i I +, ...'�_. �7S I Z _ 1 MN A W i p - 1 y-' I i L �( I y¢ CatK I IN IN yp I LI 6 - 5Y r 6 r ' f 3 Ian , ,'M N' Y, N Y g 6 .1 gg I ) 'M 1 I / S! C I If ,( Ikll I 0 I ♦ ➢ oc - Y 1 _ .. iy H , j 3 I � i _ • 1 1' 1 '➢ ., Yea. j1 1i! aI - 1 i I !__ L. 1 PN1 1E p 6 I 5.. W e 4•r rTlw, E . y N / E RM n 2 •. ,;S p P 7 " ( ➢W F - Q C VF ANFS.W / CLM1. g I .'!q ,/. �-� � 7/ Wn MRFAOED - 'L-._-_._ _-. ., - r f/4•➢-30.3/4" 4S ) W/'19 a/3J5➢' "- 1.1 �•Npi! IA anERr) PFNPtR!1" t2 1/r oc - - ) g 114-e UID 5LNKW5 • 9" OC. r/ -.4.+ l2) Y.4' 1 1•e- /1' MS `.]5O (wd.W (SE!. , VpIK , ./!' 11 s 3 11110 OR W000 Mi REO'J,RED ., 7/(k .NVf ,M ;II NOTE 1A 10'LpWj SAES 000 LR TAT _ Q1 1 P- a N L DOC }«) r� 2A3 M ] R' 9 W •rJ 3_ x ,.-,a PANeL vl. W r• I 6 / 7 w+E uG wart eR3D11 4 7 6' L6R. PENETFe.'IL•JN W Ix/A WALL MOUNT►NG ) ' ' C,,,E FfWG Nvr Ei ,r ae. _ SLR tDo INST♦L ! ♦T - t/4'e Ua SCREWS • W O.C. W - O(+'• IRO SGKWS ♦ 6. O,C. W/ Mn. (2 x'.+' • •-•_'-_• r •-T• MM. I I/2' Mn IHR[),O,D Pp$-m,m urn (2j T•A '-: ,/7' MM TMMAWD PEN[nNATION N=1dLAW o sm", +" '" a PI.Att NT � ALTERNATIVE 2"W wn 2'Ar WOW '1000 INAK AnD RAT 00 ON ENTY ♦�� TALI T`i IONFLAT -GALE I(+"' PL E REQUIRED ruv - "W ALTERNATIVE 1 I BUILD -OUT MO( N1 T1NG ICAIE 1/4'-1" 1HUAL L AT�f1�• LE7eiA/7YLli 1c a fILDOR TO CEILING MOL1NTR& BAs£s ..-_ INSTALLATION ALTER ATIA 4"W I. WStAUAWNS ARE SHAY VAEO F04 BUNDINOS WITH 4,50. DCSAI LOADS _ 1� w r111\/p ll'�„+r+ yE 3„W SCN.E UR TO •660 -75 3 t AND emEN LENGM UP To 3'-lo- g1 ♦V Ga.y T FOR Ness WKO FRAME C0N", 0C'rOR. *Mi' MEMDCRS 10 BE SU IN ,9. 1,. V��L`'P.•• •... /4•.,• - PIA r I . r ,,.m or a, %_ fR rr•M, S,; -, �CENS•• .., + �' F -.-_ FLORIDA BUILDING CODE HI h VelocityHurricone Zone) SET SFILIIraLvv�IL As, NEO,PREMEMS FOR 1 or 1Ia• tYN Ar rtm A5 z *:• : * = 20 GAGE GALVANIZED STEEL STORY PANEL rAAA„ ", IWLL A5 EJ„Cd1MEt'TtlN Tp 1RM'Y5 (2) LW (,R At B,SLO ON +CN:.O N NXN 2000 - PRODUCTS, LLC. f r W'L: r �. C 0 ITLrECC1iNt AN R ♦' O .rv� e.w. , T Yw ••xM Dr <.cml. Tf ATIVE H D Ilia `�✓�,1`�'- 5 NrRLi E WOOD . ��!" YUiLLGRLB � AL T1%�iL ff..__ ��X,F� '•,... � `rl" ^" -V ROT a NP1 dYPRNT uNF n. A.I. F�.-•..,,"r,,YI +1p S�MQITIQN k ANCHOR LOC TION S O t1.Jr." P A.AAI ,r Y. rAwA 11 "I __ 1w.NEA na, .S+In+e d 20-1 76 COI' A 9pTfi>A MlN!1I11Q5 CAN LA, f, :IX,wLO 'V .N, A- l V, -- ' rA- UR4W.•' HL" WAY 10 RIP, AN" MS1skUUIWN SOUL 1/• - 1• IFHIIIIII ILL. CA-Or10er IP «'° 4IL".I ".•INN 'AK.�.'._ T 1.1OYIN FOP CIA-, r STALJA'.awruR[/,Y)t WYTCW A TAt/1 Jr. P ,A+, -_--'_ _,-.---_'_'-_..-__-._._.__._.--__,-,_-__--_._---_ _ ______ .- -_.__.._.-____.-_.-- UM A,� D. DESIGN �R( $�URE_BATIHSi.�{t f iPi 11NRS9RRESP C{{71�i 2/4 1/4, 3/4, 4/5. 5/5 a 6/5 MAXIMUM SINGLE PANE LENGTH FILM SCHEDULE ONLY FO REGULAR STORM 1W/B. 2W/6, 3W/7 h 4W/7 ANCHORS (SEE SCHEDULE ON e, IMF C INS1e�TjOj{ IMiQ.--��URED CONCRETE. CONCRETE BLOCK S( WOOD (t) -s' w" - ----- SHEETS 9, to 411) -_ _ ._ ._. _ _ �_ WN 1- YIN _,.-- t YIN. S1NGLE-.Ed[iLLSd UNRL311wNED %hGLL_PAHLLS-(.1;ISESTeidl= AL_EAGN -_ a o e o- I I ALIUP OR 90TTOM IM WITH_TRACKS _(�,,.(L. U_dLG OR S -- O 0 p _ - r-r-r -r_ _I T ,'�_ F i M(IIHIRACKS .1...Oh.a2 • OIIiECLAEO.UH]:EO.AT_.iACLi..LHOe D,M.. 4 IFIT 1..I"'r r'T-'•T r-,-r-r-T,, -r-r MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAxIMU4 A.5.D (7E5+GN PRESSURE RATING (P t.) (- Pr ) COWRETC ♦ WOOD ♦ iW5TAL1ATI'-"- 1 .. ;.... -. ADO 1 -0" a I-,-0• III-*, )T 0 71 •d- lo'-s' _ 1S0 .q,6 SI-0~ 400 _.__. NO 10' 10�1- 10-a• A-,•, - R 9' _ 6 +- e -o 43.0 _ ! a' 9 T' skr rfo0 3AA __ MID a0,0 _..-, e J 41�C 7 -e• r 7 Y-I�.. r-o• 7010 �v750 r-r a r0 _ ANSI me -7•-1' r am. a r a -a _ 9a0 •�e e'-a- 9so . 11-1.r a' - FOOD -_ a,-3• a'-1r' LIDO 3•-7• "'a - SW rli.e •V MAXIMUM PANEL LENGTH %+" OR %-" (ft.) 0 MAXIYVM A5.O. DESIGN PRESSURE RATING CONCRETEa WOOD NSTAIuTIONS t .T r- (P ) t+ A ) - Le L- XL0 14'-4' r3 -a' _ JO.O It'-e• 10=7- M 0-T ' 0 - I • -• a' -a--_ 4ao ! _e' _ e'-2' .a.o r-I• e_r SOLD 1 ), e-J' __ _ 3s o e 1 e o _ ) -9• rs_, ,_.-. /ro,o e3,a / Ir• r 1 ; ioo 7 a a n 73D 1 a-e- W0 _.7-O• e' DT. Ve3.o - --70 J� 6- IF 90.o I a 6 7 a -10- 93.0 --` AVOID e J AA,_r_ faSO 6 a $' 4• D ITOO r'_ 0 _ __ MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 ,70 .P.I, WIND SPEC > 17C m.Oh (In) __ UNRESTRAINED TI RESTRAINED UNRESTRAINED RESTRAINED JO OR L"' t• 1' 6- 6 t/4' >33 TO so 1• I' 7 t/7- 7 1/2' - >90 TO 1.5 -1' -!1• 7 1/2' -� 7 1/r U°rtL.i f I i r.' � � ,, 0 1 1 � I P W t 1 I r _. _ %/ p - y+ 1 I 1-, I __ I - - __ ­__ ­_ t-t- I v I i IIIIjjq+_ T 1�fUNBOITED PANELS -L''•, .y BFOLTED PANELS W/ 1 4e-20. ,(SEE SECTION5 AS : 3.S, Y.S. BOLT WJ d O EA OVERLAP APPLCABLF) ):' 1(SEE SECTIONS AS APPLICABLE) I �l_l_ 11._ I -A P L'n I , L. II _ .. .- I D.M..30.®. . _ /1� T• WN � 9 1/4, 3/4. 4/5. 5/5 R 6/5 1- MN. I 2/4 IW/6, 2W/6. 3W/7 h AW/7 ANCHORS (SEE SCtILDULE ON SHEETS 9. ID 010 REGULAR STORM PANE_.'1� ELEYATION_ ,(4 Y� Go,k(I N.T.S. _ I (MIN (MPI/l -, WVO:L VFL.:iYI I Err �` I ^ _.._ _ A� '-{L._.-_. .. , .-7t-- ..-.-�J _ ---"__I---- ,--- .-_ _..__5,, _-_-a,C_____31 1/4 _ MAX GAP ` -) SECTION /�A '--Cl) I ,t N.T S. Cl NOTES: � D(1) L. MAXIMUM ALLOWABLE PANEL LENGTH FOR A DEN POSITIVE ASD DESIGN LOAD. I MAX ALLOWABLE PANEL LENGTH FOR A (AMEN NEGAVVE AS.D. DESIGN LOAD. I (2) PROCEDURE TO DETERMINE MAXWOM PANEL LENGTH. GIVEN A POSITIVE AS.D. OES19N ILIAD. DL'TFR4NE MAXIMUM PANEL LENGTH 'L-' 'ROM SCHEDULE ! GIVEN A NEGATIVE ASD DESIGN LOAD. OCrCkMNE MAXIMUM PANEL LENGM -L--FROM SCNCIIWI_ FINAL MAXIMUM ALLOWABLE PANEL LD47H IS EOINL 70 ME ME111 IM DETERMINED PAWL LENGTH EFFEM H 1♦' AND 'L-'. (3, SEE SC/trrDULE STIFF* FOR MN PANEL UNGTH FOR POROSITY QUALIFICATION I I MiN'IM.(J�(,_���NGTHtin)FOR A GLEN WOU�t�G CQN��ON f •NS,KIA,IONS Nr0 wDOo ARE LIMITED ,o + 95 P.I MAX ASD. LxsNa, PRE=SURE RATING , _ . ODNECI I n - I.5-%1 I. iI v r 'i" iRACN TAX DDT •r TRACK TOP MOIJIIT HEADER STUD I MEAGER µGuf TRACK AWky I w " BOTTOM'-`_`` uPEs - i DIRECT MOUNT ta• 32` 1. 3a' -� - 55' 1. - 50' 4 I.ST-I b' STUD ANGU 36" 32' 12• 32' - 4Y 39• 38• b •F• ,RMLK 35 -'-*= SY 32 42 97"- 60"1 64 I lli'i S w- 32. 12. !!' 60' .,_ W. ..-, ,16. __�, _.i ..l_ _._ __ 1w 1Q WOQD _STRUCTURES _ W00D ANCHORS SCE SCHEDULE ON SHEET 11) WOOD HEADER 12 1 NOOU ANCHORS _ REQUIRED - (SEE SCHEDULE ON J 1/4 SHEET 113 `\J7,9, 1D, ♦ tr TOR INAX 150 DESIGN LOADS Y MAN PANf1. IFNG1'HS FOR . t F N ,p�,. •]Scrod N SPACER pA;S USED __ 1 1 \ ,f FLORIDA BUILDING CODE (Non Hi h Velocity Hurricone Zone) Pror➢ tARco, w1c 1J` D. VAN( STEEL STORM PAN DAIWA IN 4 24 CACC GALVANIZED EE S OR El ity 4 1 III . Tr LATE OF �`"- " -I L E C O NNe GLOBAL PROTECTION PRODUCTS+ LLC. w1E �''�'r D A •' 4.. 7 f IMP A ENWNQIIMO [Owµ 4m1 s«. sl s,een v, F RIO • <L �•y ...'w MML H- 31F a 20-175 y, slj`/ . . 9c S��7�,I,�`l_ ��/ �. Nam. 0"1 _ YIsIt"'. , D •r' ur _ nloNt. (-)--,.. n1.- pb.)s+w-sn1 'rrrl+ ,/lllF"*W\15 AINrY auTI1RE,r6,R' WA+I C, 1%Il,1Y.. P I -Y y n-Ir OR,IRRK' Rn __ . , I -••'-- seal: , 0 M I _ . -_.. T Min 1 SEPAM/ON -. TO GU55. ,..._ I 1 1 /y'S I t �A . ,/..F�,,, (SEE SCHEDULE L $ . s5 NLAI 6Va's 1 O1N SHEET 3) 1 I/+-w-HALT , g�MATY W W/ , A t/4- D.C. E A_ 1 r (,a ". PAWL i __ �^ _.. - - - .. Y EQUSSI a� '" t PANEL LENGTH I ).... I (SEE SCHEDULE 1 � I -_.: _ -. -_. 01 -- - -.(-_ H ON SHEET I ION ON 4.1',EN .T IE v .',.��%..I'I I,/2.i MAX. { D�6(I:n!;I DI . 1 I {t i 7 I I_I �. WOOD I Min 1 I REQUIRED FEAOEA ...I u�1 Ii I E01 __ - I r-- « 1 I Eo l C _ T_ , - i .--,__� I �:f I .. L_..._.-ice I.- .- __ I ( I "I' MAX. LONG MLUNUM SPACERS O 12 1/2' I 1 _ i (- t O.0 (SEE TABLE 11 ON SHEET 11.) _ { I I SEE NOTE " BELOW FOR LIMRATONS FOR I SEPARATION I T.1� •L^ µRy : I -L- MAX 1 1/2• LONG SLEEVES. E,. 10 GLASS. I PANEL LENGTH , , TO, LENGTH E (SEE XNEEOIF 1 (:CEDE SC'M1 011t.E I I (SIN SCHEDULE _PANEL MATE FLMALE O ON PANLE MATE 1 I N T 1 U N S LL 3) E ON SHEET 3) 1/a'� aI' ON SIIEEi 3) 1 1 L I I' PLUS (SEE SCHEME ON StIFl7 ,t) N° I SA IIDFs W , I I , M Ms r� Yin 1 SEPARATION 1 1 ^, N1 PORE SEP EXISTING I IOgIN RIL17-4') CLA',',G 1 TO GLASS 1 PLAT• WOOD GLASS 1 I - '_'SEE SCHEDULE - ,..,RATE REQUIRED AT / I --- L Lu�� L CAN SHEET 3) I-'Cl) DIRECT MOUNT W/ SPAC�•� ' / 1 ( I- D'Dx �' O ALTERNATIVE 2W' 1 � SCALE 3,18 a.,- - I I 1 L SEE TABLE d1 ON SHEET 11 FOR MAX, PANEL LENGTHS Ar -_ �^ if2" O.C. MAX. MS.D DESIGN LOADS FOR 7W5 INSTAtURON. r , ,-., 0 1 L1_� t f._j I ,M�"6; MAX w�., T L 1 .-. 1 3 4- I O 12 1/2' O.0 � -{' ,J--1•--- ' EaF I I _ _.�_-_ __ _____ _____ _- _- IIL, 1 , ; ! WOOD ANCHORS I * TIC HDT'E: FA I___.. _..._.._._,_.... (SE S W/ SruO L ,rkLAnoN a1L1WRO LM A cPY s'TaA. 61nIlXNDS wni ,s-n• PLATE R£OUtflEO _._-.�-.�_^' O f *BITE •(5Ef. RChCDuIE ON KWa•M 110Ort Ivkmwt (NTT 5:At[D LRr " Twuss III, FIR 2L.4- WOOD I ' WAD ANCHORS I. Y.L y3,AI•.Iw„ To Rosa seNICATEB ^ X, WOOD SIAOGERp W/ STUD I ON SHEET 3 MAY e( RLDUO[p LO 1/a• K I PLATE REQUIRED (TO smommeY ease Tim coMAN Ew W FPAMEL. wR 'TNILE ID O. �� (SEE SCHEDULE ON LOW M nR FOLLOWING CLNO.T. ARC I PO4L w,L PLUS)'aYll W SPACED wRWUY AT 6 1/4. OC, I SHEET 11) DOYR♦O tMtL This B. mailme e.I FROM ,2 ,/7- Oz OPACIMO .uleG ON 1 (1) wNeIW ASED DCHIOI PMHSUR[ SKFF b). RATIND 15 110, -46 (it NIA. 2. (ANNE PMnL Im". IS UMOe9 TO OI' 111 AM INFERNO 'I (Do IS A RL3n11cn NO IRD4 IAINRW PANEL �' . "LO.m UN (2) MX- 51ONM PANEL LENGM • i WALL- MOUNTING `--DIRECT MOUNT : toKaAE. _U ") 1 ,2.' ♦WALL MOUNTING ! (3) STORM PANEL INetAUA„NX a qeY ALTERNATIVE 2W � (4) 1 1/3' LONG "AWCTA CUWroNLN' as, MALL K AII IIINCOVIID RN L',M,TERNATIYE 1 W ! INTO AN (XISTNO WOOD n,AW WAIL SCA,.E ';'6-I' SHEET 2. N6fAUAT1ON OF , 112• LING PRM 9A n ONLY MID FOR MAID EONOF 1- ] Mgt 3 la WC"W 9Y AWN SCALE 3/6-O' (4) INSTALLATION VAun ONLY FOR WAC [-1N4 STWOYID ANTI THE 2070 (TM rarroki, or TOM FLOOD. IOMC' 1. 2 A 3 10 AM ( WLMC CODE SIR A..T��(/f ,,, I HOLES, a �.... I,ICENS�:'- , FLORIDA BUILDING CODE Non Nigh VelocityHurricane Zane INSTALLATION T FOR A. n ) NSTALIA ON ARE ONLY VALID 0 MAX, S 0 - N•mm L,uO. Mc. I-P. No 4 - 41 IE,_ O INAIIOH_.OE SEGflONS: 67 ' NO. FOR_ QM9 - 24 GAGE GALVANIZED TEE ST RY PAN - )ZEDS l 0 FL RATING ...( AN PAN LENGTHS - __ _ _ __ MMWI m DESIGN PRESSURE IU NG a D EL LE G't ., DES E TOP h BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - * L * _C * % _ `~ N/zr/yo2o COMBINED IN ANY war TO sort ANY ALTERNATE 2W') �'.• STATE I Ay'"- f I (� (INc, GLOBAL PROTECTION PRODUCTS, LLC. d,rE ♦eW Ge, sI S,MLT INSTALLATION. ' , F ORIDON __ � 4-- _ '., .+• : 9,� _ nLLn r N91Y pDA[CMNa 12pMPAMT NAK, o< n31+ 2. FOR NEW W000 FRAME CONSTRUC110N: WOOD ,g e.7 L+'i.v - Ls, N+w. ew„Trn m« ••••.. _..- Ia.-- nW, ,AY r« NNl en-,YI Pr1pN.. (95awWe-TMD FAY (Po�)W�-am 20-T75 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC h `S/ � N t _ .-•I,r .,Mel.,,. _ M acwrR - DENSITY OF O.SS OR EQUAL. fR/ILL/ilkIIILt •�`�6,,Ir u-ao6a10 _ 'I^'"'* -_.._._ �._. NNrt. A NCDf W. , "r„ INRT e M 16. -_ --------.----.---------,--,------.---- .---- CONFER NOIL AMEn ReR e.a (TAT BA•sTv a E-z Hµr. SIDRII PIANE)sti (C) TD.:ALaTIt(G_Ruc,U._,SBr� SP.T'.CiF1C-GlyYll'r. n - n-55 uly„ 1 $TORN PANEL SH17WN ON MtS PAOOIICT E'+AEU TICH ;q:IWUMT HOLD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4"v TAPCON ANCHORS, AS IkANIR'ACIURFD Br I.TW BUIU)EA. INC.. 1 tl CONSTRUCTION PROnuCts. YAM THE 2020 (7lN EOmpN) Of THE rLORIW tIIALEXNG CODE THIS STORY PANEL SHALL n'01 BE INSIALFO A NIGH - dtt-10 PµCL4ATE RANLC Ip AND PANELMAIE PLUS ANCHORS. AS MANUFACTURED BY £LED CONSTRUE N7 VELOCITY HURRICANE ZONES (MWe-DADE / W"ARD CWNFT S). - 1/4-0 LAG SCREWS PER N.D.S. i F FOR A WIN _ "i T 'RAIN } OF M ABOVE MENTIONED U BASIC U 7 '• 1 A' L RIBUi POINT SCREW, T SPECIALTY Y CO DEIGN WIND LOADS SWLt ER DETERMINED AS PER SERMON LAA C LOPE /I6 5/e WOOD PUSHING. S O, ED BY ALL 0 BOLT R EC F A F P II ', R U CrONAUT3' ACTOR SPEED REDDEN. FrT HIED JURISDICTION WHERE ST(NTM PANEL M Eif NSTALLU, AM 0 XEC AS (KD S 1 1 AND FOR O PANEIANTE PLUS HRATING!,- N A SHEETS 1 MINIMUM THREADED P � INTO WOOD CIf iApt AN('HORS SFIN3 7 2 U EL4 N A C !-Itl AND SHKI NO EXCEED THE MAXIMUM A56 DESIGN PNESSUflC CHIC TED ON C ) MIN NU N nON O ON DC O••0.8} USING S.k ) ( LE to F I AND PANCLMAU EMAL ID SIDE tPa 17 C 3. RU B A.L FEMALE t T T CTn N W WIND DETERMINED PER AXE 7-18 SIV+.I BF FRS DEED T 0 CON. 0 lR7T TF DESIGN LOAD• DESIGN PRE OF LAG SCREW INTO THE WOOD FRAME BE 1 1/2'NCTR NO IMPfADEl) R ALSO PRESSURE RAT RIG BY MI)LTIPLWNG TMFAI EN 0.6 IN OROCP TO COMPARE THESE' R( MAX (A.Y b.) C2) MINIMUM REDUCE TO ASD. ON T 1 N k 110N INTO 1 CONSIDERED U AS PART (a FNC RCOUNp iHAF/1D® PENLTR. O NETRA INTO STUCCO SHALL RCO IUNITAM THREADED ATIS t 7, I a PENETRATION D STUCCO S LALI DE OE E DESIGN PRESSURE RATINGS INDICATED ON SHEETS S. 9 TIRO I P two P.LO. PS TESTED WERE NOT OVER 5TRE5OO A N AU.OWNSLE ORDER TO VERIFY THAT ANCHORS E STREW FOR WINO LADS WAS NAE USED HI 731F1R MIMLr5t5. FASY'NEFP; SPACING TV WOOD HAS DFS:N DCIT'RMNp IN C.}) Ww4uM EDGE INSTANCE OF LAG SCREWS, INTO WWb 5fU11. BE AS 'NUIGLTED N TH5 DRAWING S EW F USED S BEEN DOTE ACCORDANCE W0H ND S, 2018. T I : MINIMUM PENETRATION IN H i s •- O R. SHY! B T ICVN V STORM PANEL'S AT![QINC'r FOR WPK' ANCf WINO RESISTANCE HAS BEEN V[RIIp IN ACCIXHGANCE WITH SECTION 1809 a^ OF C.4j YtNWUM F ETRAI%N/ OF W000 PUSHING"ALL � 3/a / 1 SC Erh USED C / I STUCCO M µ , MINIMUM FOR S mM N( UCCU. 1,. ,- I AN 19. --09 AS SHOULD ST CO EXIST. , D WALL s THE Ni A 4MCROAN i SOUTH FLORIDAREPORTS DD 0 0 0 02 Q2 E A[OYE ME ONE CODE S TOIL TEST W OF / PLR SSID 12-90 R ASTM E 330-02 STANOARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT d1t2301-10 AS PER C 5) IN r" THAI PRECAST STORE, OR PATI COMCAETE PANELS, STUCCO UR WOOD BOARDS BE FOUND ON THE EXISTING CAS-201. AND TIES-203. PROTOCOLS, AND AS PER CALCULATIONS PCMFOFwO IN ACCLIRDANCr W/ SECTION 1004 OF MC WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SERINO SUCH PANELS FLORIDA RUN DING CO01'. ANCHORAGE S1NLI BE AS NENT70MfU ON C i), C21 a C.43 Z, ALL ALUMINUM EXTTMSIDNS 70 FIC SCIW-16 ALLOY A%o 1EMPER (UNLFSS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BF NSIALLED FC L.O'MNU AIL OF THE AECOMMINOADUNS ANC SPECIFICATIONS LEE THE ANCHOR'S MANUFACTURER 1 AL ALUMINUM MEET METAL USED AT CLOSURES SINLL HAVE 3108-H14 ALLOY @ PANELS MAY ALSO BE INSTAI,lEO MORCONTAL.LY FOULU NG INSTALLAI'NN DETAILS SHOWN ON 5ECIION I TMROL/CM 6 (SHEETS 4 4 All STEEL SHEET METAL PANELS S)WL HAVE STRUCTUXA QUALIFY STEEL. ASIM A-aS3 GRADE !>D MtMMUY, G-aO GALwwZED ;HROUGH S) FXCET' THAT HE.AOERS a SHALL NOT BE USE, STEEL DESIGNATION W/PY. 922 AEI (AFTER ROELM). V ,I SHALL RE THE RESPONSIBILITY OF THE CONTRACTOR N VENry THE SOUNDNESS Of THE STRUCTURE WHERE 5".MER IS TO BE ATTACHED f0 INSURE PROPER ANCHORAGE THIS SHUTTER 9HALl ONLY BE ATTACHED TO CONCRETE. BLOCK DR W000 FRAME S. AL! SCREWS TO Of STAIN M SIEEI, 304 OR 316 NSI SERIES OR CORROSACN RESISTANT COATED CARBON SALL AS PER OIN [RIDINGS SECTION sou 1@3NJ 50 %+ VIEW AND 90 lu, TEN I L STRENGTH AND sWEL COMPLY N/ FLORIDA@U%D1NG fOOON 2♦13.4 RE, STORM PANEL WETN LENGTHS OVER COOL AS PFA SECTION: I, 2, A. 5, a AND iW, ]W a 4W ON 10 EACI4SHEETS T UCTING O$ 5. HAVE A LEGIBLE AND READILY VISIBLE 4WARNIN INSTRUCTING OWNER 04 TEANNi TO sEEET$ 4, 5, 6 ! T RESPECAOU H 6 BOLTS TO BE ASrM A -SOT GALVANIZED STEEL. OR Ar51 )pa SERIES S:AWLFSS STEEL, WITH 36 YA, MiN14uM Ylflb STRENGTH SECURE PANELS WITH APPLICAeL REINFORCEMENT DURRR: PERKX7$ CIF HURRICANE WARTIME. R NEAR 7. AJ40RS TO WALL SMN1 BE AS FOLLOWS 11 THE INSTALLATION CONTACTOR 1S TO SEAL/CAULK ALL SHUTTER COMPONENT F.UGES WHICH REMAIN IN CONTINUOUS CONTACT WON THE BUILDING TO PRLIIEM Wp1U/NAN INTROLOWN (A) ffi_fAWAO_POURER&Ot(CBETL Y D ( 12 M t WADING µ ONING REGULATIONS T' P U N S Y WI SPECS INl71GIT N THIS OMWI ` PLUS ANY GOLD n C - A' T AS MANUr iUR B I T W IN Min 1'C 92 2 t / AFOOk ANCHORS AC tt BUN.OEN. l f STORM ANfl INSTAUA D 15AU COMPLY 5 ED NG TI T I T PR WHERE PERMIT 5 APPLIED , _ P r t UADEC BY THE JURgdC PV E C PE LEO 0 1 • / R �IN AH,rONS A5 MAhll ACIVNE6 B OFVIAL INC ! ! CAL i d M OR. T CO. / 1 e 3 SOLO -SET ANCNCIRS AS USTwWF1F0 9Y Nt F.OX SORT*, @OIL a SPECIALTY } P INFORMATION T PRODUCE DOCUMENT P 1S ENGINEER L GENERIC µ DOES NU N014Dt R s a HF ROD JCT LVAI.Wi,ON UO[:UME ED. PREPARED BY S EN NICE S GENERA G 3 ( 1 () i F M n 0 JU(!0 A ( ) P �n 1' A If PROJECT. 1V11 RE THE THE PEG OR SOE A SPECIFIC OJCCT I,e C SITE CONpR10N9 DEVIATE FROM P T P r r n r rNtDcucTs. le_1 F a ANCLMA E PLUS ANCHORS AS MANU SECURE 8 EEC. fYTNS RUCT1071 0 PANELMaTE F.YALE O / L'IFtS, 1 1 "P 1' H 1 k PURCHASE AND AL Anf)N N+CLUpNG 11fl SAFETY OF S PRODUCT - 'P NAILIN ANOII AS MANUFACTURED BY 1. INC 1 4 ZAMA[ E OEWK iN' (Y7 CONTRACTOR o � REa ONSeLF OR THE SP3SC O , URC7IAS INS1 L BASSO ON THIS P.ED PROVIDED HE/SHE DOES NOl OEVVII'E FROM THE colionICNS LETNLrc, ON TENS DOCUMENT A I MINIMUM EMBEDMENT OF IAPCON ANCHORS INIO VOUREt1 CUNCRETC SHALL At 1 3/4-, 2- FOR (LCO PµELMA7E AND V FEE t N CONSTRUCTION SAFE? Al SITE I$ C CUYTRAI, pt$ RE5PO SKBl1T7 I 314" FOR 7AMAC NAILW ANCHORS (X) THIS PRODUCT rVALL)ATION DOCUMENT WILL BE CONSIDERED NVAUO IF MODPFIE'D A,2) Cµ.N-IN k SCUD -SET ANCHORS SHNI. BE EMBEDDED 1/6' NIO ME POURED CONCRETE W E7/BEOMENT INTO 1 D STUCCO SIN1.,. RC PERMITTED i/4' a-20 SLREw$ USED SIYN1 HE I ,(2" TANG MINIMUM SHOULD STUCCO ERNS . (4) SITE SPECIFIC PRUUCLIS SMALL BF. PflCPMRE:O D'/ A I.OROA RELr52Rp ENGINEER OR ARCHTTFC WHICH WWI. BF -OAF TNF AND I' MINIMUM FOR WALLS WITH NO STUCCO. MID MAT BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E U.R 7 EOW ME PROJECT AID WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE P F D NfANLOf OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE RE ENGINEER. SHALL. SUBMIt TO 103 LATTER THE SITE MECNI MVMIIQS FOR RAIWW A3) N LASE. I)Mt TARECASI STONE. PRT.CAST CONCRETE PANELS, PAVERS. STUCCO OR Woof) DEMANDS BE POUND ON THE E ILTHIC WALL OR FLOOR, ANCHORS SHN.1 HE IONG UOLITA• TO REACH THE MAIN STRUCTURE 01I SUCH PANELS W THIS PE.O. ShAL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFL5510HAl ANCNOWE SHALL OF AS MENTIWO IN At) AND IN A. 2) ENGINEER OF RECORD THAI PREPARED IT (13) no-m-'LTNO-rwIIiKPZXr.&AG4_w.AL.A.STM_G:_@D. is. SNOOTIER MANUFACTUREA'S LABEL °.ANAU BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709. 9.2 OF FLORIN BUILDING COOP. ONE LABEL /4' R TAPCON ANCHORS AS AIWUfAfTURED BY I T W BUADOt, INC. SHAD 6E PLACED FOOLEVEXI' ORONAN: LA@EUNG IO COMFIT WITH SECTION 1]049.3 OF THE - 1/4' • . )/a' CALK-OnANCHORS, AS MANUFACTUREC RY DEWALT, INC FLORIDA BUILDING LCOf - 1/4'0 X 3/4• SOLID -SET ANCHORS, AS 06MIOUTM BY ALL PONT SCREW, EDIT 4,SPECIALTY CO - / 14- 10 PANE LMATE rr"I ID .YID OMElMATE PLUS ANCHORS. AS MANUFACTURED W ELCO CONSTRUCTION PRD'OILIOAY,IRNIH,// INC A. TL( - 1//" • 7AA1A•C NAII ANCH(IRS, AS MANUFACTURED BY DrWALT, p+ EF � .-......car @.a) MINIMUM E/AdEUMENT or TAPCON ANCHORS. ELCO FANELMATES AND IAMO NNLIN ANCHOR, ONTO ME. � v\GENUS ✓'p . FLORIDA BUILDING CODE (Non High VelocityHUfrICOne Zone BLOCK UNR SHALL BE 1 1/4• RIr, •. •ZERO O,`UXl NC I.I. 67 21 CAGE GALVANIZED STEED STORM PANEL 5.z) CAILN--'aH R S(LID_S[7 ANCHORS SHAD BE EMOEOOFD 7/8' INTO ME CONCRETE. &OCR UNIT. NO '1MEN11111ND44 s p/.W,w S1UC[37 SMALL BE PERMITTED 1/4' •-20 SCREWS USED SMALL BE 1 '/2- LONG MINIMUM SHOULD g, LEST, * '-'- z -`-'-1 - _... __-.-_..---__._..-_...-,. D,/r,' AND r' 41NwuM r(p WALLS wrtH No sncco ' )t / , GLOBAL PROTECTION PRODUCTS, ULC. STATE F - I L li c o ", .., , , ` -- ��qIkp ., SRRrT B.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR OORI ." •� T N 1rF, a. Ir tNOI '-SI O COMMN� ivNf •, L. ) 31+ EXISTING WALL. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND "s71CH PAN ,S G\a M-," IaWi M,Nr,-1•iI cr.N N4R-+)N'u. 'AID, (PM70N-11») 2O-IJS e'.',...... wHr.a , ANCHORAGE SHALL BE A5 MENTIONED IN 8..1) AND IN AS 2) I U/QNAL �4 CA-0 11. I•^•" «I'I� «• ''W.► IwYwM2. 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M R I �c(STING POURED CONCRETE SlIN G POURED COMMIT f OR CONCO)lRETE eL.x:% UIRE', CONCRETE BLOCK NECuIPEp 9EgE AURREU - CONCRETE ANLIII_u. _ CONCRETE ANCHORS (SEE SCItEDUU'. 1)N (SET SCHEDULL ON F) "NO POURED N 9 THROUGH 10 T 1 1 SHEETS ) SHE 9 THROUGH C:' SHEETS N' R fZ CONIC ETC G Z O - (i2•-. i -I&WAX`--- - ----- .�,_.2• ,1/4'- -.. .. wkc'RETEANCHORS I CDHL'RfretGc% REQUIRED (�3i TH- ,.,1_, _ I (SEE SCHEDULE ON {r .•-_.Y. ,_._ I ✓+-NY1• I %T •ero elxrs w F As q..' 0" i I E.L i I E.0 I i SHEETS 9 THROUGH 10)T I I EOF 1 I [ati 1 L,._,.,., Cl) i I Mil I R I _ JIY-2wT' O M I 1I""' 1• tD 1 I .�._x•xlmost -"_•__ _ jt, Aa.rS W It ARn. r FS. e0tnl W 1 SEPAPA11pN /. ..- q a I, SERARASS ,.I .el a "A" i 1 {V• /DR Awe TO GRASS. , 1 FUY T^ ^^' L To DI155, -i� CEKTING� (SEE SCHEDULE I LDrnI TIER F.n t' YP+. �� (SET :aCL1L DOLE I LEI °iT Y�I L GLA55 I ON SHEEP 3) N 1 VANLE LENGTH R ON SHEET 3) I I - 1 (SEE SCHEDULE II �) H '1." NPR. •I TO MASS. I 1• ' 1 I I ON SHEET 3) D I PANEL LENGTH CONCRETE ANCHORS I .11 I II h 1 -1(SEE XHCOLRE 1 (SEE SCHEDULER (SCE SCHEDULE ON 1 11 I 1 (SEE sCNLDULL 1 ON SHEET 3) ON SHE" 3) SHEETS 9 IHROU:H I',, I II I ON SHEET 3) 4 -TA r. y .._.•.!..___ I I l }D% EXIS71LNGJF I I i I x1 IN E St 1 _ OF 1• ,L 1) G I GLAss u I -1 c1Ass MAX I fSO%' 1 (, I �,I4'I�- w,M gLiS I OF "L• 1 - �.' I C.U. I I I k J 1 Efl I 1 2 jj I . 2. ' I EXISTING PORED 1 h� I 1(- I CONCRETE BLOCK 1 • 1 1/P O.0 L I (A5 APPI,11CABI,E);' I - ,I. 1 4'I , Ar6H. reM CONCRETE BLOCK , -.. I CONCRFTf ANCHOR} 1 J 1 I I,, eWOFA FEK noes, a REOUIIIED. - _ _ ) -t4 - C V-. I/a•_zOa W. w4. Ms. W/ Mr If I 1 (SEE SC ON . " • 12 '/r O.C. j - -. 5HEETs 9 THROUGH 10) 1-�.-...... 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MAX WOOD HEADER - •' _ ( 'EE''•^'11. - L i I I REOUIREI ' OF I .. .- `_ -' I1.•+-3w, ExISTING 8 GLASS O I I I I i 5F IrU1a eOLTH . OF a ,/4' D[ ; .1 I WOOD ANCHORS :' ' .__ :.T - 1 I I (SEE SCHEDULE ON III, 1 SHEET ,I) , 4fYARATIWn.ON rp (1•) , -1 GLASS (SO f' 1 1 .F SCI EDE14. I I ON SHEET 3) I , aY-zMl' J 1� �AF� A, w DAiw e'" I - .A - i LLA•E /o• Awe = 1 I R101 7-e•) . L* MAX 1 I ' PANED LENGTH , SCHEDULE ' `) I .___. _- (SEE I ON SNIEET 3) T I I (D 1 I 50% 1 1 M Y" AX I 4 i 1 ., O t2 1/2- O.0 1 1.. NO FINI.SNI I ALL.OWEO A -I-- I I . 2"xe" WOOD - DECK REQUIRED WOOD ANCHORS - _ (SEE sCHEDuIE ON _ . .- ]/1' MEn 11) - - 2• Mln.--- - OEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/5. I' I -ON - C,) Mn. I TO GLASSU- I CP TItl:j-- I : SCHEDIni ON SHEET 3) i I/.. -7D•O' sw owls el® 'L' MAX I f M is, OI, DTI rat Awe PARED LENGnI (SEE SCHEDULE I CCXX�KING 11 a I 1Hgn104R 1-e'1 TIN SIIEE-3) I A. 1 ' .- 1 1 i , Di 1^ 1 VA). I _ _ I r i 1 EQ E 1 -- lir E IT; _ I Es„�10L HnD eals l e 4 ,/4. O.D 2^.4' WOOD PUTT' WOOD ANCHORS ' (SEE SCHEDULE ON SHEET IT) BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3/8-1- Vk ,EdF 10y ........7 /j'Fa,. J, ..' xj10ENsi--. O'It N51IE OR_�OA(@LNAI(GN_AE._SEG.214NS. 'u " • NO 44167 ' I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. £ TOP h BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.5J) AND PANEL LENGTHS IF STATE OF T 1 ANY -9 COMBINED IN ANY WAY 0 $U! A AS PER SCHEDULES ON SHEET 3 • C IN$TAHATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD . 1,,. ,FLORt�I'-r::,re-�i--> MEMBERS l0 BE SOUTHERN PINE No 2, W/ SPECIFIC 'Ay' � \c` DENSITY OF 0.55 OR EQUAL ti ,QNAL E•�, IIjG PL W^jwOw,m/Mit FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone P 'A. zo2o mTrca. Ftc -.--- STEEL STORM PANEL 24 GAGE GALVANIZED nu+w er L E C O INc \ GLOBAL PROTECTION PRODUCTS, LLC. oaTL '" 6 (,A-..'CR1ss- C0sdkAj1Y MWO I... 51 sofE .. •1'O', '"r"" •N"r n a1. o.vA. , ss)'4 20-175 Iu n1 ," MIT) A "`Rs n.n,E roe+16Yw_r 1+1 I.A. os.w.,..1.r a-om6Tto - 'T1 oP"X"No ON_ ,ALTER A FOUR -- 7' W I 0 'S -,_A N U) N Ca N U N OL_ O O = Q- co-00- . � V U) ' G) � M 0 O IUV VJ^ 0 L 0_ L _O / ^,�, /�� AJ O O = LL. %+- ICU r\ .- MO/1� O _ O � Ca . = cf) = 0 b :- - W � F E.0 - L' � C V � l� (10 M V = _� -= Cm 3K `� w = 2 fV • Q � M WOG 3- T w Ne 13J e:3- _= D) .3z m0) M -= Cr. Cr U C 3 :' w EEL,= ."� C-)aU, L-_ > = = a7 = .fO 7_, N a L' = E CD jnL_ (j t' (n 11 L. (D C_ :3 rt"t"t O U) 0- CIO 0 L_ U (a) m U) L. CIO 2i Q Z Z Q J LL I I I I I I I ' -. I I I 11 I I I -- I I _- I I if I AT III I - I -TT i I SHEET NO. SH 1.3, END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOC VALID,FORREGULAR, LIFE SAFETY & E—Z HANG STORM PANEL I_tL5YSTIMS .(J4 OR LUNCA11L 2' . 3' . 003' 1105 .-1. OR IsoCC rKayE a6o�ts x—um case AWL & 4.01C. 1 3/4* ANGLE wam 3/.* 4.0 I IAPCON a C G M10,11, C L Co "Elf OFIONCRIVISOOONC �o alm. FSAAV �L,Lsrl, C�C.Jjr. 3/4* IMICON 'et, vloc4 ANCNO1` II" oc 2 112 I RCGIAIaD L -4 OR® v) wCrI,- RWLoY ftwur 0401"M40 o NOn JALTEMASSE LU =00" 2 2: ft3: TO 2.• 5 036 COW 1 o S* us. 9(1 L IIX Nve ANFAE Oft =* J105 Xit,4 S.IErI FOAM CW4CRM CDNCPWrF FI1 .1. WWI PLATE K 00 r"' W= FAMIE rX V IF . I 3105 4 co I "r "I"- - ED 2 1/2- 7, CONT. w < SIL111 -------- GAR " 1 4' - V* se 12. OC 1101`.14 OR 1,01111-TIF ,/0"Im CNIt x­ MOST CASE A —(PLAN CASE 8 (PLAN) CASE C INLABN) CASE D (PLAN) SCAJF l,'4*.I' SCALE SOLID -SET OR CALK— OR ""D `An .04 C9 J�O OR W""' "' AT �ANEIMAIE RLU�a -' To AND AO."10 '0� Oso 2.4' WOOD 0, 0,40MLIc SCHEDULE ON 9 (MIN I'MILL CONCRETE ­�,* , I FIUMF eroxmif) In MRLAP UIFIONL FAAMt I ,pr 1. NI W,!• 'DURSO coNcem. to *m FSAAd 1, 0 )C) DILOCR OR 7'.4* WOW 1 "CLOSED I VARIES IRJ mati, or Few (NEVUS a[AR FLIT CUT C PARALLEL TO 'ALL NO INNWL) 1. 0 0 DISTANCE . --- CASE G (PLAN) X..;, V 7 .1 IF I. A SCALE 1/4'.1. Is I, ­ VKJD FOR DIRECT MCUNI INSTAUAlIDN ONLY III CERTIFIED PANEL INSTALLATION Al WALLS W/ No 44167 1 SURFACE LEVEL VARIATIONS WITHIN 3/4- z 2 FLORIDA BUILDING CODE (Non High Voloc;fy Hurricone Zone) CASE E (PLAN) CASE F (PLAN) F C E woa Is,1100. 24 GAGE GALVANIZED STEEL STORM PANEL 11 SCALE: 1/4--1- SCALE 1/4'.1, It, —04MV, FIT GLOBAL PROTECTION PRODUCTS, LLC. MIT. �7;iT—1'. b, STOW Q. I ­ `­� 1. 20-175 0`1011111k US, 0 441417 1 OF I. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM —PANEL ILINUALLATIONS INTO W000­5TRUCTURE (VALID ONLY FOR PANEL 10INSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) MAX.ASO DESIGN PRESSURE RA7 IN I MAXIMUM ANCHORS SPACING FOR E.D.- AS SHOWN ON SHEETS 6 A J APILIrLE N"FINATIVID, G&& ANY ammm OF THEM MAXIMUM PANEL LENCTI. (IT TAPICON LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING -45 Olt LESS• 13. 1 r 13' or 13' 6 1/2 1/4' So. •it 13* 1w • 5'-0 Oft LIERS Ir Ir low Eemw 6 Ir a Ile 6 Ile # Ile r So. 'J. 13* 12 1/2" r 6 Ile Ir 13, 2* (SORT-) �!.- A 30 4W (BOTTOM) Ir Ir Ir Ir 11-r 13* 6 1/2* 1W M) tY 13, 13- 13- w I v (BOTTOM) 1/2- 6 1/2, 6 1/2- 6 1/2- 6 1/7- So 1/4 - + zw (top) ;w I 311 (11101'rom) To 4 -4- - - I I/V 12 1/2' 6 1/2 6 I/a I 7' —Ir 10 Ile IF 1 I 1. 1 Ir ;F --i-,/2- 14W movies), • SEE TABLE #1 FOR WAX. A.S.D. DESIGN Lays a, mAx PANEL LENGTHS WHEN SPACERIS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX A.S.D. DESIGN I, RESSURE RATING tow MAximuld ANCHORS SPACING FOR ED. " AS SHOWN ON SHEETS 6 & 7 APPLICABLE ALTO I, 11­ JAX OF THEN "IABL E LENGTH *L (it TAPCON LAG SCREW PANELMXTE FEMALE TO PANELMATE PLUS WOOD BUSHING ____L 13" 3� TV 13' IF to 7irp) _ ____ Ir 'r 13' 1. H11 (BOTTOM) a 1/2- 6 Ile •IS 1/2' G 1/2- G 1/2- Fe (Top) ­45. .45 To •— 75. - 75 Ile 13, e 13 13, 4 1/4- 12 1/2- 6 1/4- 2W (Nffll) 5-0' OR LESS r III -mango 13, Ir 13' M or -- 13, or 4* (wTmm) 13" Ir Ir 7 16 Ir -r IV f"NTION) 1/2 6 Ile 4 1/2- a I• So 1/2, 21F YOP) - 1 12 Ile 6 1/*- �—(mwonnl) to 4 1/1" 7 Ile 7 Ile POP)• —3w —now)—n B. 5 1/2'• Ow) I IV Is. 3 Ile iW;-(TWf- 13, 13" 13 TO- 4W MOrTOM) - SEETABLE #I FOR MAX. ALS.D. DESIGN LOADS fir MAX. PANEL LENGTHS WHEN SPACER is USED, CORRESPONDING ONLY TO ALTERNATE 21V ON SHEET 6 1 TABI F 11 A A.S.O. DESrNJ LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-13" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5,-I0* A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffMALE 10 OR PANEL MATE PLUS ANCHORS & W1 kBA S 1/2' D.C. 10 FLC Nr 44157 TIT S ATE Of MIL E �CO mc INSTALLATION DETAILS FOR INTO POURED --COCRETI-M-SONCRETE LL U F BLOCK STRUCTURES 1/4-0 TARDQ� , /.-. woN MC1.w 0 9 0 7 CONCRFTF ttR CONCRETE BLOCK -(­1 0 0' CONCRETE BLOCK REOLARED REOUMED MAX( ry-I.G-p EPARATION I Is TO GLASS. GLASS me. V PANEL P&WI LENGTH [SIT ELEVATION n o6* LENGTH (511 ELEVATION IF ofin ON SHEET 12) 04 SHEET 12) �Ipt ELI EXEST041; POURED CONIC ESE OR DiSTING POUREC CONCRETE OR CONCRETE BLOCK REOULASED Y? Vf COW:Rm FLOCA orN) ,/4,0 PANETTE PLUS SECTION R-3A 0 REGULAR PANELS 1/4'. PIAELVATIL 9--LIFE 51M=� ANCHOR 0 12 1/2' 0 C ANCHOR (BEYOND) WALL MOUNTING !1C&f 318-1, STE SHIFTS Is a so FOR ANC -ORS I"T Is vwm FOR INSIµ.ATAM WO WOOD FRAME BUILDINGS .. - ANCHOR SPACINGS AND ­IFULF ETXJF DISTANCE ARE IW> Ano DN IRS Scp<OWLE Top E.D LESS THAN N LCATIAD ON SCHLOUF ssnok[E ANCHOR SAAC In .IAIIPLY . .,ACw S,IVNN ON W.MLL #I THE $0 'OvINIc FACTORS FIV THIS OPERATION In K POS56EF. orm,cro VNICAG MA.ED IjI­ FACTOR 1HNL MCI BE LESS I- Mftsmu. VACAO IAIwnD I'D- FAC. ANCHOR 1,11 ON THIS scmhr I/... MOMmc MFCaN PANDIAM AWWBM .00" It 00 ASTRAL M amum OToJ Its" I oJo 2 00 at % STATE OF,- N IF. -1--/OATS BUILDING CODE (Non High Velocity "urricons Zone) 24 GAGE GALVANIZED STEEL STORM PANEL .ORAL PROTECTION PRODUCTS, LLC. FeDLI S. 01 SSeLt PHOW (­Aw-nmF, FAIL (�)M-Vv 6,�Q 20-175 0M­ . . L Sew 11 . 1. FLORIDA BUILDING CODE (No. High YC"ity Hu,ri.onss Z-Fo P. 24 GAGE GALVANIZED STEEL STORM PANEL TUE c o 1 N c GLOBAL PROTECTION PRODUCTS, LLC. I Im," cn%ewo c­ Now S. 51 9-M 20-175 IS.& FAA -Tor JtLl IBM 1. MAXW1M­--A.5S---DEMX—PRESSURE —RAIAQ— JR.1" —AND CORRESPONDING MAX IMMM-ANCHOR SRAQW—G SCHEDULE FOR REGULAILSIDEM--PANEL Ct'j 1NSTALLATI0a-INTO —QQhQKT1 A CONCREIE (VALLIO ONLY FOR PANEL(I)INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX &S ILL DESIGN PRESSURE RATING (P. 1) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPISCABLI TO SEC" a INY or I MA.I.0 pm IMU( A,50 Rz RATING SIT MAXIMUM ANCHORS SPACING FOR MIN E.D PER SCHEDULE BELOW AF""`ABLM1 10 SOCnE fLENGTH & ANY THEM WAAWL" 'All TAPOON SOuD-SET PANELMATE rEJMLf a PARELIALATE: PLUS ZAMAC-kAJUN CALK -IN 'ARCO" 5OUL- SET PANELMATE FEMALE: ;D PANFEMATF PLUS ZMAC-FMUN in 1�.a, - I.&. 0,M"l ­ In OMMM I- or." in — "=" R., To wwww! O� .45. -45 OR LESS 13* Ir IV- 3• IX IV Ir 1 IV 13' 13, IV 13, IV 13" 1 1 Cost LESS; .45. ­5 To .65, -65 1 3. 13' Ir IV W IV 13" IV -- or 13 3L OR Lou Ir wr Ir Ir Ir is, 13' IF IV ODR) 1 13' 1 T3 13, 'r IV IV 13' Ir ir it 1%, Fit, 1 taumm) 13 V 13, IV 1i; IV TV TV 13' 1V 13* Ir or Ir 13* Ir Ir it ir 13, 13, or 13, 13, it 1/2* 2 (TOR) Ir Ir Ir Ir Ir Ir IT ­67­ —1i- 2 (BOTTOM) or 13, - Ir Ir --;- - -13 ir it IF IV TV it IV 13' 13' 11 1/9 2 (BOTTOM). 13, Ir Ir IV Ir IV Ir or ir 13, --13. IV 3 MR) 7 -13 12 Ile 1 Ir IV Ir Ir or Ir or it t/2-3 (TOP) it' 2 1/2 '112 Ile 1/4 V7/ e 72 Ile 5 1/2 !--V!!: 1j4 3 (WrrOM) -5 1/4 '11 1/4' ill �2 5 ijF 6 1/4, i e* 3 (BOTTOM) r Ir Ir For r ------ te e - 1 Ile 4 (TOP) So- 6 Ile a- 7 Ile r IV r 13 Ir Is. 13 -.13, IF 13' 13 IV •13* if 'r- ir - Ir ir . - - TV is, .. . 13- - I !-,­i�* 11 I/i: -17/-2- ��­ 5 (1111OFTION) BOP) ir Ir 77,k:� Ir Ir f- ­jr . ir Ti�- _ Ir IE_. is' - li­ IV ­ 13, IF 3� __L _ 13' 3 ­� _ 13* -13; - I _ a ammom) i - ;F- 13" 1 r Ir or 13' 13. 12F 3�a 6 1/4. 1 1/4* 1 114' 1 1/41* I a /4' 6 1/4' 0 - 1/4, Ist/411 6 Iew 13' I It- ir to t/2' ir 7' IV 7- 1 1/2 5 1/2 I .5 -6, TO ,a'-4' Ir 13' Ir 13, a Ile 1 I/f 0 Ile a 112, Ir Is I to 1;• sr .9 1/2 ir _L3* 6" 11 (BOTTOM) ir 7 Sir ir IV 13' 10, Ir SO. 1. 13' 6 1/2' 1 (BOTTOM) Ir IV 'y I so. 13' 10 1/2 tr r IV r 7 1/2 5 1/2 it 4 1/2' 2 (TOP) 41, Ir or Ir a Ile ty 8 1/2' 9 1/2' 6 1/2' TV 5 1/2* a (top) 7' 3 13' 0 1/2 13' IS /2 IQ 1/2 7 1/2 IV 0 1;i; 2 (00 1 13. 7 Ile t3L­ T or Ir $0, 11' 2F 13" 1/2' 2 (BOTTOM) 1. _13:_ _1:_ Ir .. _�3: _ it __ Ir IS 1/i _ it _L! 9 1/2 to In 7 1/2 -r s 1/2, - 3 (osim-) - ­- 3 (BOTTOM) 4 (TOP) 13' 7 Ile IV 13' 131 to' I W W AL_ _I Ir _ 0 Ile 3 (FOR) 12 Ile 12 1/• nlii 4 Ile - -- 6 1/0 .-- — 6 1/4' r - 12 1/2'12 Ile -.-- 6 1/.. — a 114. ­K - 17 j1r -iE­ 12 1/7" 5 1/4* 1/4. 3 (BOTTOM) 5 Ile 7' 3 1/2' 8' 4' 4 Ile V 6 1 — /2" IL21 3' w so. r 4* r 4- 4 1 2 3 1/2- 6 Ile V_ * (TOP) Tr*r* 1. r •/2' 4 (BOTTOM) r r •- 5 Ile - 7 I/e - 4 (GOTTO111) 13, Ir 13, is, a Ilr , r 1 1/2- 10 Ile 7 Ile 1 r r 5 (MR) ir ;3; 1 r to- I r %or It* MR) 1-j�­L-l'-1-j I Ile - �/ej 131 --- " .I, 6 1/2' ' g-L !,T�) -13" 0 Ile Ir 1V TV to* Ir 10, it" (BOTTOM) r Ir TV jr So 11r ir IS Ile /e Ilr •(TOP) (WTI 1/4,16 Ile,]* I/el - I 114 6 FIT 11/4', IS 114* F 6 1/1-16 1/4-, 16 1/4'i$ 1/4*15 SEE SHOET 11 100 MCHOft TWINE It SPACM FOR N AUAIC4d WIc VOIDO FRAME INULDING1 • tiNFiALLM ANDHOR SFACM AND WMWM COOL ftTANCt Aftf. INDCATELI ON IHtS ScHLULLI LON C 0 LESS INAN INDICATED ON JONERMILLS PROM AWHOR SPACING on, WATIPL­ S—WNS SHOWN (A WNSDAL V 74 0OULDINISS fACTOW "A MS OPORKIODN TO FIX PVAC, RL(AX10 SPACING LWAINED MANG FA" SWAL NOT K Lin THAN, VsVwLO, SPACAND �AIED FOR CACII ANCHOR 1�1 ON IHS >CIFFMSLL AMCHIW TIPIE •'S.1111 nmu v ss-�;� Sizz —tk) 3 /2 a '/v N,NWAM,HXVF ACIU% mom mmu ED. FACTIO1111 jo SPACINGS ONLY VALID WHEN spew(ois USED. SEE W.E it FOR MAX. A.&D. DESIGN LOADSYk MAX PANEL W41HIS WHEN SPACER " IS USED I' MAX. I * Mit. 4) Cs, 4) O 0 0 0 0 0 0 -------- ---------- -----I i I EN .44167 IF r-TATE fIN TABLE AT A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6-13, > 40 PSF TO 50 PSF 6',,2' , 50 PSF TO 60 PSF 5-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS Ik W/ QLN SPACER AT 12 1/2* O.C. FLORIDA BUILDING CODE (Non High Velocity HUT one Zo, 24 GAGE GALVANIZED STEEL STORM PANEL 1111ECO.. GLOBAL PROTECTION PRODUCTS, LLC, —0' OM It HISINFIE I FSV& (11hHo DISewsw VALID 9 Of ANCHORS (SEE SECTIONS es ALTERNATIVES ON SHEETS 13, 14, 'S &16) +R-tA/13. R-21/13, R-3"14, r*R-"/'3, R-39/14. R-iAW/15, R-2AW/15, R-3AW/16. R-18111/115, R-29W/15, R-361N/16. L12 2/41*41­20.1' S.5 BOLTS WO i 1. 0) 10 (Inc FOR PANEL LENGTH PANEL LENG�. REGULAR STORM PANEL REGULAR STORM PANEL 0 -400. -400 00,90S. OVERLAP MID PANEL LENGTH T) ----- -------- ---------- UFL SAFETY STONY PAMU SAT OVER' 0 +50.0. -S40 pal------- )�. (W/O OVERLAP MID PANEL LENGTH SOLI) I •'A A USE VAT -11 - MIN PANEL LENGTH Ask MOLINVINCS S.S. AT 71. L/2 A LeCAILONTGO LIFT SAFM L PANEL BOTTOM CORNERS 0 -.IAI- ------ of k4) LOVERLAP- -3- MAX PNIEL -UT• ' RIGHT PANEL 3 , t INSTALLATIONS ONLY VH10 FOR WIND IA/113. It-2A/13. R-3A/14, R-29/13. R-38/14, I MINISPEED UP TO 170 III-11AW/15, R-2AW/15, R-5AW/16. I RW"/,lG5, NUT 2,BLW/ I S. R - 38W/ 16. --ANC.fNS (%[[ S(CnONS 4 AL7FPNATrAS ON S"ErM 13, 14. IS 11,16) /4, MAX GAP LIFE SAFETY STORM PANEL jf) ELEVATION (f) SCAtr 1/4-.1- )REGULAR 7,667, 1 ) REGULAR. MRILAP -1 041E WILLEY) -- STORM PANEL 112 '00. ---- ------ ... ... LIFE SAFETY PANEL FLORIDA BUILDING CODE (Non High Vatocity Hur [cone Zone) 24 GAGE GALVANIZED STEEL STORM PANEL (GLOBAL PROTECTION PRODUCTS, U.C. 0/21/avots SECTION AAA11LIEC "FIK SCALE C-> 20-115 IN • TEND "ORInk TO '141IL'I" INTO WOOD STR CMU WOOD HrADfP wo00 HEAD" MrAmp REUUIREO REQUIRED 444 IJa 0 T.PC0N 7C. IAPCCRI 4 ANCHOR 0 9" OC AJNCS.Ost 0 9* OC 4C OC /7' 4/4* MNL blAk T­ W&I I I I LLAJ i C, To 0 01 AT Fx =111-41, AT =0 11 Y^ Damommosso, I IAD,H IND, 1'-41 1 0 usess, ILI,) MAX 0 --A---p PAN I UILFICTIH IF'I -- (SFf( ELEVATION Is - PANEL LENGTH T ON S-w 12) PANEL LENWH (SEE ELEVATION I", T­ (Sol ELEVATION I IT I ON SHEET 12) IT 10• ON SHEET 12) ITII 11 M-suvoismam- - SEPARATION 0 SO CIA$& TO GLASS 0 L1. SEPARATION To C3) r IF ST. L/2 0 .2 yy ion �yr (U IF .2 1• *%L' cU 2-�4E W0T)Q PLAT 1 '4 0 TAPICON 1114*0 TAINCON REOUXsEb V4"0 TAPCDN 2*.4' WOOD ANCHORO 11* Oc. ANCHOR 0 9* or, ANCHOR a 9, OC PLATE STAGGERED W/ STUD STAGGERED W/ STUD REQUIRED PLATE WOOD oil WOO, ItIOUTRED REWRED ALTERNATIVE R-TAW ALTERNAT Yf--R!-JRW ALTERNATIVE R-2AW ALTE8NAM R-2BW 9_ -RNVW-Pmw 0 LIFE SAFETYPANEL9 REGULAR TAIIELS 0 LIFE SAFETY PANE j 5/11­' TINGS T ScA N N FL NUTES: 0- Timm Nc I INSTALLATION ARE ONLY VALID FOR OLS.D DESIGN 4067 PRESSURE RATINGS (p.s.1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. IILIECO..7 STAIE00r.: 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD S OF 0,55 OR EQUAL. MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY ........... . nuT, 1 FLORIDA � A .147 WOOD HEADER kwiRED XOR V OR OCT CC 02: MAX t Sit So, PANEL LENGTH (SEE ELEVATION ONSHEET 12) C1 I 0 PI.- -1 --1 tpco" ANCHOR 0 111 O.C. MAXLMUM—AH9hQR —(PACING IS INTO CONCRETE & CONCRETE BLQLK­­ST-RKT.IjM :R SECTIONS 1 THRU 6, ON SHEETS A & 5) hXIMLIM MO ASO MAXIMUM ANCHORS SPACING FOR MIN E.G. PER SCHEDULE BELOW r-C—*W'- PANa AMIN DE5GN PRESSOR[TAPCON gAnNc SOLID -SET PANELIK FEWIE PANELMATE PUS 1AMAC-NAIUN - CALK -IN sN PNEL LENGTH 1. oft.) (P,. I) In ­ 10 in TO TO � m"' To 01 THEM In 13* ISO 1/2" 13, el 13, 6 Ilr 7 Ile 5 1/2- Ir 4 1/2' 1 (TOP) 13, 0 I/i• 'J" or 13' 9' ir 1. 1** 7 Ilr 1 I 0- (VF�) FToR —13--, !_!Ir I /e 3 Ile IV 'Z- I;i; Ir 71 13- 73 Ir i /27 _213_ Ir 9 Ile 10 Ilri IjF �V IV T WI MOTTOM) 1 .1. 13" Ir 73, 9 Ile 13, i T/-21 �0--, —le . . I v 3 MR) - 5'-G, OR 6 1/4 .7- IF IC F-- 2 1127 4 1/4' - I /4" —Ilr - 6 Ill. LEM -75, -76 a1fIS) 'y V e 6 1 /g- III ve 7, 3 Ile or IV 4 1/2•' Ile 4 2 Ile a (top) 4 To 1/2' 13' W• ir I v it 1. to. 7 I/r Ir or III velso 13' •10 I/Ki-W -137- i- iiiii a (Bon Ile I So 1/4- 10 1/• ir 'iji�6 So Ile 1le 7 Ile it Ili- 1/4- 71)iz 6 ve IV 10 1/2' Ir 0 Ile 13- So 1 6 Ile 7 Ile 5 Ile Ir 4 4 1/2- 11 (TOP IF to Ile IV Ir Ir 0. IQ* I or I (BOTTOM) Ir 5, IV to Ile 13. f 1/2, 13. a 7,/F M�/- Ir Ir• 2 Crop) IV sr- IS IV tr a ve I; —ir _4 So WT 13, ! I/F 10 Ile 1 71?�r 1 V — TO 12 112,12 112' 6 1/4, 6 I/v -- it Ile . 6 Ile' - - --- - 6 1/4' 111 1/4' TO 9 -0' 5 Ile r 3 Ile or 4- V _ 4 j7F 7F _j;- - _j I —Ir -g I —/r '-5' r 8 Ile 5 1/2' - r ir 7 I E So 4--i/r Ir or I r To. tar 7 'Ir 13" r IS (MR) Ir Ir �0­11x; -i -'/i 7F —r 5 (BOTTOM) i/�2 31/2' Ir A 1/2' 6 t/4' 0 1/4* -SOFT 6 (SOFT TAB) FRT a A.S.O. DESIGN LOAD MAXOMU114 PANEL LENGTH AID PSF OR LESS V-8, > 40 P5F TO 50 PSF 6'-2' > 50 PSF TO 60 PSI 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS Sol SOLID SET ANCHORS & W/ kA) SPACER AT 12 1/2- OX tit C, N S, FLORIDA BUILDING CODE (Non NI Velocity H.,ricon. Z­. 0. 44167 tor T T 0 STATE OIL R 0 . I I* - �oklr, .A .Hossion'. 11LIECO..c. 24 GAGE GALVANIZED STEEL STORM PANEL vowN m, DUCTS, LLC. BAL PROTECTIONsPROaT =TV 20-i75 F - LR5TALJAT10- DETAILS FOR LIFE SAFETY PANELJ'� INTO POURED CONCRETE -QR .-CONCRETE BLOCK STRUCTURE 1/4-0 TAKON STUNG RQJRED 1/4-0 TARCON "ISTINF; POURED 1/4-0 TAPCON CX,SIING POURED 1/4-0 TAINCON EXISTING POLISTO C ANCHOR 0 9` OX ONC507E OR ANCHOR 0 9' 0 C CONCRETE opt MCHDR 6 9* OC CONCRETE ON ANCHOR 0 e O.C. CONCRETE OR CONCRIM BLOCK CONCRETE BLOCK CONCRETE ELOCII CONCRETE BLOCK REQUIRED REQUIRED. REQUIRED REQUIRED. 20 02 1/2' 1 2' 1­: '12r -t- 1/4' C. in. f 10 ( DI , I — 1 01 II i 0 1* win J. 11 I *-SEPARATION P I Ex vi� SSEPARATION rXfSTIN E��Na TO CLASS 3 1 TO (4ASS I 1.Fx1, w GLASS is, eo� m (UK CLASS is um1;,N Y-en It Li Do r-r IS 4 1 . I II I -C V MAX 'I' MAX.I, 'L' MAX I PANEL LENGTH 6' rANFL ILAICTI. PANEL LENGTH 1 6 PANEL LIENIDT11 (SALE,EV 110 11 (SEE ELEVATON (SEE LLIVAMN I (SEE ELEVATION "I v/1 H 4 1* us. GkSHEET 412) (A SHEI-I 12% ON SHOT, 12 1 ON SHEET 121 IS- SEPARATION I IsIT I I Ir EPARATKIN 1 II I 11 TO CLASS TO CLASS II I L/2 L/2 EO,# TO. E 0 IF 1 ED- 12 VT w ac f IBIS to - EC 3/4* 1 To: A 1 /4-0 TAPCON ",P'. /4.. 7APCON I TAPOON ANCHOR 0 111 O.C. ANCHOR 9 111, OC ANGLIOR 0 9* OC ANCHOR 0 9' 0 C POURED CONCRETE OR EXISTING POURED CONCRETE OR EA;STINC PO',forn CONCRETE 0A EXtSnNG POURED CONCRETE OR CnNCRETE 8'.00k REOLARED CONCRETE BLOC* REWIRED CONCRETE BLOCK RIEOULQED CONCRETE BLOCK REWIRED USJIQA - S --I A SECTION.R- 0 REGULAR PANELS 9—JERM -�? mu4—REGULAR PANELS 9—LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/8-1- SCALE 318. " q1 S. m 15 As HIS FOR MICHOn ANCHOR I'm yes, IYPf & WAC fool `NN:0SL WOW FRAME OUNDOM MINFUJU ANCHOR SPACIFIDS AND MJNMVV VVVMVL "Noe VVNMD O"o- VeReen, eL, &_VeIe MGT DISTANCE ARE NDC47TP ON THIS SO41DjLr. rOR ED LESS THAN OLOWATID ON SCHO)IJLL REDSJU ANCHOR SPACING In .1­" SPACING SHOWN ON ScmEDL,z a, TIN IDv,OvmNS1 laclon �� GLINTS no" ss.. " TNIF!, O"C'u'MIN To BE POSVNE. REDUCED SPACING 01111AINCO USING FACTOR S-L NOT BE 'm THAN 1/2' ON MINIMUM SPACING, INDICATED FOR ml, 1. on C.001 ­E ON THIS Sk.rDA­r V2, No. 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone wm. Nc 24 GAGE GALVANIZED STEEL STORM PANEL - STATE OF iq. DANK W 0 130"t -S qf-_�=—�-` / IILIECO,., GLOBAL PROTECTION PRODUCTS, LLC. —I— IVXCW vuff-'�i m 51 IFNIET, 20-175 INSTALLATION DETAILS FOR LIFE SAFETY PAN EL (1) INTO WOOD STRUCTURES W000 READER ANCHOR 0 91 O.E. 2 MAX u-A,— GLASSEmro-11 fl fl Flu E . 0 2'.4* WD% PLATE RFOUIRED ALTERNATIVE R71AW 9 REGULAR PANELS PANEL LENGTH (SEE ELEVATION ON SHEET 12) O L/2 1/4' 0 PANrLMATE PLUS ANCHOR 0 12 1/2' To f, WALL MOUNTING SCALE 3/8-1- NOTES I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P #.f) AND -ANEI. LENGTHS AS PER ELEVATION ON SHEET 12. 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO Of SOUTHERN FINE No 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. 19 E I a VII4' WOW_ PLATE REWRED WOOD HEAD Is PEOvier, ;Zf 1APC04 NOR 0 0, CC 02 ; -.101 I it MAX PANEL 1FNGI" (SEE ELEVATION ON SHEET 12) 911111roc 1/4'0 PANFLAAATF PLUS ANCHOR 0 12 1/2, O.C. 101411V=M� No. 44167 So, z .2m Y,`111,00 STATE OF 11LIECO its. (ON A w.'a 24 GAGE GALVANIZED STEEL STORM PANEL - .ORAL PROTECTION PRODUCTS, LLC.WR NDI S. 1, E. DIN! JIMIDFIL MI. P.D., D,504Fe.,1mo '. (emosINVI-a"? 20-175 Ise N. AEeeNso, =�--­ 4-IT low 16 or HIS 11 1 > 0 -4- 0 0- r— 0 0 0- cu -0 &-- -4- (1) Z:3 —0 0 M C) 0 —0 (f) 0 0 a) E S.- 0 0 %­ U) Cn 0 CIIII-i 0-4 C= = CS`4 V/ C%4 CI-Q J CIA to io OU E CD O U) (D CD i 0 L- U C:L CD 0 Z3 -0 0 CL Lu a_ NO. SHEET SH 114 I_ I I I I I I EZi W/1 a ANCHORS (�--'------ _ (SEE SECTION E21 i ALTERNATIVE E71W ON SHEET 16) - ---_. -1. SEA. 1• IML � I{9�i9EE 1101E 2) -'t•/w/® �- �T OP n-1-11�lw) OF i• 1 { (ENO PANEL)T- (INTERIOR PANEL) �._ 1'f _. i.. T.T.. TT INTERIOR PJwELJ� (INTERIOR PANEL) I� Mlll (END PANEL) SEE. NOTES 4 2. 3. I � I I SEE NOTES 2, 3, 4 � i LI( + p 6' PANELlIM0m1 W /. 400 P.x.Y I1aL or IL _e _ _ MAX I NT �I JJ_L JJ_LLJJ lLLJJ_Li,jJ.1LLJ CLJJI II A'A LJJ1 1JJ��_LLJJ1 _ ._- e.__.-_. • • P W. SPIN )NOTE 3 `��W�_ AMCIbR! N01E 3 -(SEE SECTION E21 N ALTERNATIVE UNN 04 %KCT 18) ---- EZt/18, EZ1W/IB TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELh SYSTEM ("t) AP SECTION A -A \Pfll,lrrrlr scAl r 3/s2'r," �y A��Q A. ilt(%t _ 44167 SLATE Of�a is'n�0'rF RDRIOP:6 a• WAMW EN131NEF_Vi1NJG ook ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 15. 2020 Application Numbet. 178%1 - R2 EX Project Nunnhei 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 (Lonna Road West Palm Beach FL 33409 Product Name 6 Desanptinn 24ga Galvanized Steel Storm Panels Largo Mlsule Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the FIO,NIB Department of Business and Piotaivoonal Regulation (Florida Building Commission) Rule Chapter 61 G20_3 005, F A C , for statewide acceptance per Method 1(d) The pfoauct noted above has been Lasted and/or evaluated As summented herein to show compliance with the Florda Building Code Seventh Edition (2020) and I., for the purpose intended, at least equivalent to that required by the Code Re-ovaluatiort of This product shall be required following pertinent Florida Bulkfing Code, modifications or revisions Substantiating Data: PRODUCT EVALUATION OITS 4 EXdrain W20 3I513 ulIed 2Dx NuNd SItiel Storm Panels ()VHZ A Nan-HVHZ). Shoals 1-5. prepard by Engineering Express, signed A sealed Dy Frank Bernardo, P E is an Integral part of this Evaluation Report • TEST REPORT UmfoIm eat c structural Spe11odinenee has been tested in accordance with TAS 202 test standards Fiat test -A -17 1 I IT i Inc re n s WBT SG -00 B eckwNe Testing PO () M' ttg large missile impact resistance and cyckc loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per Test repon(s) WET-ASG 17 001 Ly Blackwater Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quaify the following design rntene I Maxpnum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396.9999 TEAM♦ENG I Fil I NGEXPRESS.COM ENOINEIRINOEXPRESS,COM rT- a -t: YI 1/s1 rta•:m•: HI' �F YIr AF• rn Hv ru RILL rrM uYnlw T-F xa R it PILL' WF" M- r iLVA• rw Ml, • .v l'J ,P�ci L T w 1 f A.r D00' r - Tv^ h %Fe Aifa fit. rxrr �') RJn f m 1 v'ALr !Fl wi a MMaJi n-a, en tJ" Ir f T1J UC HOl`4" ' J`t •:-fro .; R. l:. e^ dry, ,f'V N� 1p .,p t'YYI'C_'Yr'7IX l% i MI, n IP:P Ix J P Ij l•'I rin,rnr at LAST PANEL(D TO BE INSTALLED AT EACN OPENING SHAIA ALWAYS BE PROVIDED W/ REAR HANDLE TO FACI3TATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF 1TTRUCNRE. __- _NOTES - - - ()) QE,t3E13fES��E-ZNMKs STORM PANEL (2). END PANELS SHAH FILM S � CONNEL`R:D TO BOTTOM TITACK OTHERWISE A STOP BAR (�7 SWLLL BE PROVIDED At TOP Of SUCH PANELS. (3). W END PANELS ARE CONNECTED TO 9ERTOBF TRACK, CONNECTION SMALL CONSIST Of 1/4'P-20A3/4' M.S. W/ 1/3`P%3/37• EWNC NUT OR 1/4"e0/4- Min THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCJLITON OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT FLANGES Of ENO PANEL. (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TD BOTTOM TRACK (i e. A STOP BAR IS ONLY USED ATOP) AT LEAST IWC PANELS SWILL BE CONNECTED 70 BOTTOM TRACK USING SPEC!, INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 m.p.h a2LW I►mNkW 24 GAGE GALVANIZED STEEL STORM PANEL (1 L 1 E C O 1 N c GLOBAL PROTECTION PRODUCTS. LLC. ....17'°'° .7 \640 tilt 6, S1FEf, P OM rot16r-TsrRa rr'ns.see-t7n ws Jam„ o.•`.•,-, r. p .M 20-175 - • 1.4ON4,l IF- PNAYI.,r� NP •. Pr�i •RN •rLrcR A Talrr r I t'7C f11Li1 ,; a ,X FNGINEFRING Page 2 Est' 2 Nil AmericanS lass - 2i a Gal ni S n , huttE•rs and 4 g a a zed teal $TENT Panels No 33% Increase In allowable stress has been used In the design Of this product Separation from glanog is not required for Installations outside of wind zone 4 and essential facilit,ln Impact Resistance: Large Impact Resistance has been demonstrated as Evidenced In previously hsind test raponls), and Is accounfed for in the engineering design of this product Windt ad Resistance 0 This product has been designed to reseal vend loads as indicated in the span schedules) on the respechve Product Evaluation Document (i a engineering drawing) Installation This product shah be installed in atncl compliance with its respective Product Evaluation Document if B ongmeenng drawing), along with all components noted therein Product components shall be of The material specified In that product's fespective Product Evaluation Docurnau t II a engineering drawing). Limitations & Conditions of Use: Use of this product shell be in strict accordance with the respective Pioducl Evaluation Document (1 e ri drawing) engineering d rig) as noted herein All supporting hoar structures shall be, designed to miust all superimposed loads and shall be of a material Nsted in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which re permanently Installed %hall be roles ins corrosion contamination and eo f>o a pe y p tad against other such damage At all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Res( 1a:frullL 9• NN, � p • ..w"..TIP �: Frank Bennardo. PE ENGINEERING EXPRE3s•W 4PF(N46549 I Cen Auth 9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TlAMISENGINEEAINGE%PRESS.COM ENG1NttA1NGEx/atls.coN - ...- . •. cLAUlsmrgA NouNr SCCTIHI n n " '.. tx.R 2.7 nix to v �"� I rr' 11.. N•c :•n .L 11 con: +•r rx c FP. w) 'wA N _VD 1 'JV _ J P,1 LL'IM1 ej­VLLLL NOVHT s'[TtOH 4�1 N'� NfrY ' I'JA1rl, •>'VY.',.`Ira, Yc' '.Y�unc•J ,L nuJ, 'Ir Yr TNII vkX. V . '1 y, aaST.1'•. ,ivies I�u.w rw .'x_ ArNw....oP, KE- N•TA:: :C1VT. , iR, -n ruPH IYML MAV VAwI µ\ •N'TM :P lit' A �11 ,',�.'1!'•:l�rC,lrt Sit Na '.7Y• iW+!'aT a}.IYa I•I, a, 1 vl. H yDJI T 1l ,� N• 1 7. tJ rNY M• 1 •'•I Hn"i dz �5 1. CA�y a rf <., FF (Rid i M 1 wr.lL / T •MTV' ICU 31N.L+J' 1� �' .T .vT aT_�Y / 'SST T14 TIT NV -17 • Pl ODt10NN TOD/BOTCH, CLO"AJ0.[ 0=1Aa r1r •. 4J- n NNIHx A INn ! R : � d I� VA �E a A' S Aa� 1 20-31543 1 1/4'1 IAPCON ANCHOR • it O.C. 1 INSTALLATION E-Z HANG STORM PANEL, DETAILS FOR SERIES 2000 INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES `. -_-_---_.. MG L+OIICRElEO CONCRETE •LOCKREQUIRED ­ 4'e 11APC011 ANCHOR 0 12' O.C. ANCHOR -'+ 1.1.,. �� '' 14xt• HEX HEAD 1EN 4• PTIOM woOD will I • -, '•" 14%1' HER MEW TEX ♦ REOIARrO O�jy� 4^ PNON EDGE a ( 1 �/r ) I t,7• - 1 1 yr�-add I i SS BOIn w , 1 M u a+7AAr�'i T' MM, � '/2• 'I f71 a � � _. I )/2• N-SE PARAIION ' 1 t' YM. I Y LXISILNG d 10 GLASS t S/]tie rXIS,INU 1Nf'-SEPARAINN - I ALUM' pm C.1A55 it L //��, KIAMIW POP GA55'fl TO CLASS. /-� ' � A ' { S) RIVET a 1 - (T L RMl t/.,r 2o.r• y 6- .», i O•-T---r a.-o. s.a ruLn R FIX I AMEL II ENGnr 1 P P n i -.. , PANEL LENGTH R G rAONM- a - i. O \�J US$. ��%4•B-2w2' -SEP'W - 1 ... 4LIYBSCRC Oi0*' M a I r a i 1/2 I rLi 1 r� 1; 4'• TAPCCW ANCHOR y , 4 12. O.C. I/4-1 TAPCON EXISTING POURED Mu1E WOOD INC HOP. • 12 OC ONCRRE OR PLATEREQUIRED 'I N CONCRETE BLOCK HL DURCCD WALL MOUNTING WALL MOUNTING SECTION EZ 1 SI TERNADVE E21 W .SCALE 3/8e'1- SCALE 3/8-1" 3A,:''VCEN ''•. P FLORIDA BUILDING COD[ h Veloot NurTloane Iona NOTES: IB MIN. PANEL 40,44115T Ixor., W. rA. I dNSTAUATiON ARE ONLY VALID FOR MO. A.S.0 DESIGN SHALL BE 2'-6" #, t 24 GAGE GALVANIZED STEEL STORM PALL e+ PRESSURE RATING 4•/- 40.0 p.s f AND 6'-0• MAX *. q•' J.�`-� ; 1 A.P PANEL LENGTH. q STATE / 'L EC O iNe GLOBAL PROTECTION PRODUCTS. LLC. Dr7Mrcmlo 2. FOR NEW WOOD rRAME CONSTRUCTION: WOOD "D , f( RIO �� + YEA O T1LLe IPiOi c ANY Aeoo s.• ll. 1M..♦I.a IAlerr. n �Sis, MEMBERS iD BE SOUTHERN PINE ND 2. W/ SPECIFY, For S"•"•''iSNP--:IJieJ'm ..Mvlrw:..'..1R1)An.•M^ IM.D.[!♦1A:4eP-Tx+ (♦3,�,. aTTr 20-175 DENSITY OF 0.55 OR EQUAL. /(/ "+ r,„.•, aaw"A. w Jlllllll MM• /sIaFM/Mlt/an pyit:��rl�. PL rrral . A,A . r w/e . .VIER IA PI t6 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANELSPAN)---}II T'OP MOUNT (CONN 7vD. TYPE As "'Of SECTIONS OPTICAI4L !.'-IO STITCH B0.T5 wlT n wasH EKED WINETNUiS FASTENED O OVERLAPS ♦ MI DSPAN (USE pp t� ••' A WROPRIATE SPAN TABLE) PLAN VIEW } RD IS6" � S1 1 11 J BOTTOM Mp1NT '� ( (CONN TYPE MAYBE AT T •� -„� 0' 37SE IL BOTTOM TYPICAL VERTICAL MOUNT ELEVATION 1 FITS ELEVATION TOP MOUNT (CONN TYPE Le - SPA ABOVE Lsmofi) BOTTOM RUNT � ikSi A5 RFQ'D) " ¢ ---OBSTRUCTION O JE (LL7CAtfON MAY VARv1 IN 9F Z TOP M INT O) IY tCONN TYPE A5 REO'D) BOTTOM MOUNT (,, .-7 Lena% TYPE AS REq'D) (SPAN BELOW OBSTRUCTION) REgUIR ED PANEIS MAY BE NOTCHED is , OPTIONAL W'•20 STITCH PRWiDED THAT CONNEC1I006 AND BOLTS WITH WASHERFD ANr.HORS ARE USED IVHICH SATISFY VOTING NUTS FASTENED 0 SPANS ABOVE s 8EL0'AV OBSTRUCTION. OVERLAPS ♦ MI DSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N � s EIEVATIOM ALLOWABLE PANEL SPAN & GLASS S SEPARATION H SE N SCHEDULE: 21 GAUGE uANEL MINIMUM ! Sr-M PANII SE VARIATION I NOGLASS IM17 WIND ICNIL 4 S ESSENTIAL FICA NI1F IRAUAt DESIGN ALLOWABLE INSU1llA1,OM.L LESS IMIALLA r10Ns 4REATEA PRESSM JPPSFj SMNNMAP) 1MAN 3tl ABOVE GRADE INAN 30'ABOVE GRADE f�1 DM S.ObM ___ 11G 1• 6.04. ) IG In 47.4S 13011M 4so . 7 {{ 130.a M __- 6.06 M 4161P N-SS 1 1066. GO@. 2isAN _ - I_. •B0 -• t91M tA9 _ 753M 17 i5 99.tM_ 6f11e 772MA _- _ 617M 190M^ /-70 f6AM GN LOAD B RANEE FASTENER SPACING TO .RMINE MAXIMUM ALLOWABLE SMPM PANEL r. SCNEOULE IS ACCEPTABLE FOR USE WITH TIVE LOADS LESS THAN OR EQUAL TO ATIVE DESIGN LOADS. 'PANK FASTENERS' ARE STUDS USED IN )UNCTION WITH ALL MOUNTING EXTRUSION' TRACK. STUDDeD ANGLE, ETC.). USE 6.2.7' PANEL FASTENER SPACING TABLE VALUES H 'H"- D• •-HFADERS (INCLUDING AN U fl 0.UP NG BUILD DRION6) nUNA WfI n,IpE'� MAXIMUM ALLOWABLE DESIGN PRESSURES: Nam, -oft _. AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES a e POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR uSE WITH TNI5 SYSTEM SHALL B DETERMINED PER SEPARATE ENG INURING IN ACCORDANCE WITH THE GOyQaMNc CppE. PR,u RE REpUIREM Ms A5 DETERMINED IN ACCO9-AA WITH a 1 AND CHASTER w 16D9 OF THE FLORIOA BUILDING CODE SHALL BE LESS THAN 0R EQUAL TO THE P06[7IVE OR NEGATIVE DESIGN PRESSURE CADADErr VALUES LISTED HFRPIN FOR ANY > ASSEMBLY AS SHOWN. m GENERAL NOTES:3�` I TH16 9PKIFI(ATION NAA BEEN DESIGNED AND SMALL BE FABRICATED IN rn d ACCORDNICE W2TH TINE WVIM1EMENTS OF THE FLgRW/, BUILAWG CODEOw OF SEVENTH EOTTION ((2-a RUSE TNSIOE AND OUTSIDE OF THE NVHa iAS 291. MOO 203T ET FRoroca LS. co"TRUTIDE INVESTIGATE AND CONFCAM TO ALL LDSAL BUILdWG CODE ANTE NOMENTa WWIC11{{ MAY APPLY. D670N CAtT[RU B[YONO AS STATED HEREIN MAY RagUU! (f) ADDn10NAL GTTE-SPECIFIC 6F.ALED ENGINEEKING 2 NO 33-1/3' n INCREASE MALU)WAeLQ STRESS HAS BEEN U$EU IN IME UESICIN DP TNIS SYSTEM. a. THE ARCHITECTIENGTNEEA OF RECORD FOR THE PROIECT SUPERSTAUCrWI URE TH WHICH IHM DESIGN IS USED SHALL BE RESPONSIBLE U. _ H)R THE INTE MINA11TALL SIPPOnTiNO&U RP -AD TO THIS DESIGN WHICH 0 SHALL BECOORDIMATED 6Y THE PER MITTING CONTRACTOR. ♦ SCPNrATC'SRl'•SIKIMC'SMLEO [HOIN[CalnD SMrul e0 R UUl[D 01 ORDER To DBVATE rROM LOAAppqq DEFLlSTIfiNS, 00. &FANS CON�eo a' HEPEI N.CO TACTTHIBENOIHEER TOR TI AT A CALCUTAT70NSA5 N (%) ^ G MAYREDUIRRD S THEE TeA DEfNL[D NCLCIN IS GetIERTC AND DOES NOT PROVIDE 4 INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDLTIONZ OIFPER[NT MOM LL d� rV N Z r O tHE CONDITIONS DETAILED EP41N, A LICENSAC ENGINEER oR REGISTERED ARC RLTECTSHALLRREPAAE ryTE SPECIFIC DOCUMENTS FDR USE IN 9 ' CDtoo Nmd. CYTTH THIS DOCUMCNT S. DESIGN PRESSURES NOTED HEREIN ARE SAW ON MAXIMUM TESrEO EEE PRESSURES DIVIDED BY A I.$ SAFETY FACTOR,LA:y 0mI1P1'1L18[S1"ASNTENE IMA)LLY FCA1)RMeA iA,ID OTHERWI6ENOIED = A �, OABR CORROSION-REASIT6R7UACNTT MATERIAL fI7ACTAWS QZ 101 ALU NY APPLICABLE A I.3 BY THEALUMIN VN ASSOO 14C. BAIDRAL, STATE, ANCHOR LOCAL CODES. IJ R,S' ALL, LS W STEEL P A ASTORM PANESMALL tie 2 O 4 024" B STORM PANELS SHALL CON BORN 10 ASTM A031 STIR VCTUMLq UALI Y AI 13t -16 KS 4 r 10. U.AUMIN 1 000AON5WITHA MINIMUMi 1 1. S0. ALL ALUMINUM E%TRU6ION6 SHALL0Eftl6246 ALUMINUM ALLOY. W NOTED M Q T ol!TAE. 11 ITT 6aDICTAT . PANE SMAY EIPYASINT[RCHANGED AS FIELD II T CONDITION501CTATE. PANELS MAY BE MOUNTED VERTICALLY OR J 0 I2 MCRE + AS APP LL ETEANCHOTO CONCRFTCONCH VPS�NLY. J Q INSTALL ALL C INSTALL ALL CONCRETE ARCM 0.5 C'ER Noll O R$ NONUFACTUD'S RECOMMENDATIONS. 12, THE 32, THECOER'SCTOR 3 RESPONSIBLE PRO CONTRACTOR IS RESPONSIBLE INSULATE ej E IQ A P 0 FRO D O EC V916, MEMBERS FRO Ut561N1LAR MATERIALS TO PREVENT ELECT0.0lY9I6. 14 MWIN ERS AL AFFIXED HERE TO VALI DATES STRUCTURAL DESIGN As E E P E LO [ SHOWN ONLY USE d THIS SPECIFICATION + T 6E IS S C ON B CONTRACTOR, o N S S 3 8 {f a {3 9 I 1 f COST h HfM S 6 SA Ll'.5 FOR aCa COAT B IAL 1 INCLUDING FIE HARMLESS THIS ES RESULTING FAPlitBRICATON, SYSTEM RECTIOLAT EFEESRESULTING,1I MATERIAL FABRICATION, SYSTEM E CONSTRUCTION CEP BEYOND THAT 1p � Eli MR By LOCAL, CODES DEVIA O CALLED FOR BY LOCAL, STATE, 5 FEDERAL CODES 6 PRO. OF THIS PIA'. p II lRRE I��PISFII 15. EXCNS 1S. IXCEPTAS EXPAE59LYPP.OVICEOHINEN M, AODn7071AL CEw 1OMS AFFITIONS P5 AREINIENDED. {Y1 P ALTE S, Is ALTEMT]ONS ADDITIONS ORO'nllP MARPONGS TO Twit DOCUMeM C a Egf ARE NOT PERMITTED AND RNAIJOATC Tit IS ISRTTFICADON. 1T. PANELS SNALLILE PERMANENTLY IABFLED WITH. A MINIMUM OF (1) LABEL 41'1 N (QRiIIpp E'le ry„I L AN HUCAII SHLITfERSAND GLASS 7.1121P111111 157 PALM BEACH FL i s 1.A TA6;0;' TA9 203 comY raNlnvawmpw- 5plDA4ROOUCTFDRROVALHUNNFR _ Y 20-31543 VISIT ECALC.10131643 ZI 1 $,M - PAI-r_:N_C•_rV•T ] ;NIT- ♦SIM= 1FKPRBa1 fAPlxro FORNlutbraL MM. ICgiTa a 2 MINIMUM ALLOWABLE SPAN SCHEDULE TOP CANT a 3p t 4. Ir r 4- a 1r YMIM• a' tr 24 'ff 24" 23 26, A 2 4- 1r 2 r 0 2r 7a 76' as 2 it :r 70• Lx sin x+' t4Rmlx `F , 31' 4 Ir 7IY SO" E9" 4a' f UBd� NYR 27" t7 72' 2P 3ff W 2 r r'r w• 4C !? i0' 4B'7 N arlar ff ff 24' 75' 7r r 2'•F M2' T,• N' 7 r 48"" :rr 6" fONDmLwS A! rod rid MrtDM� RANVl LtYJf,T,Y.. Lf.AS Nr Wr1:DTA'ND tC IM MNI�P�W WI' AMtnNIY'r ♦LCLMA•LL 1 RNOSAP ttu Argm.,O.A1L lf. AEOVIPEp WHENPNIIL llNLRTw IS IiRNTra NUN Tn•T I.OrD, ODV esPernvl MrJI1MTNU c,rrWMAnDN •four l NnR S)OfIMr111 MP IlDOV1 nIMY A•M)vt WINPI UDPC M.NDT PM AL4 W MOUN AM tUMMIt r MlM a IYOUI rM,M 4 In IR NR• ON A Ass ]..AI UEfA T IJYO n TIN CDIA+ IXa. Pew PD R n ON a 1 tie Ppl u TAf APPII T ID A, 1.129Af Wr'w W WR•NNJT 4TM Rd.T:I •NO tA4f PPNFt1.. • qrH wRN PANM EAST[aW ♦ r l Si W A, 1- O C } ♦Yw:l /yV srl\N N'. NIIlNN METRO DINE (l i W T+e OANONN r W W DAA. 1, OWAH rPx DRhIM eRM IPITNI "„' VM ANr FIOVM1rW C�NNIf:DN M:nn. tN TwEfE DUWINtd. n IIG L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. ,aOM lr,rtrllN, Q 3 AD.4CEN, ll.l qOq O PAMI Q A• HI rS, RA Blpew 6DLT Oa -PIAMT J AACt- N .,AM tale A %. JN INS}:,L AC!, x80 WINGNWr Q '•Jai Ern R I-MAO11 NI EW sew wJ wss.seeo B 9 L1 a f� 1° ' V16Nvr P 12K' D C er,PiJstpI ro°O�i.pau'ir d L Pwvtl; / �3j c OC u PIT I,ertpw MJUM, +JNN n.e •s 1� RfOD'• j6�� J� 9MAeo ®x q � A, � f.IKW M1q 4s RRVD ((M6Wr1 ♦lYCH(1R3 AT LDPY'AIJIYI µdi µ:.: 1 •nTIMi CYTNd Rtrr t pl tfAOMD DI NNF rwE MO, . wDCA OR W000"RAMINP vu.uE 31VEN It,AN[1AJa 1PAClN4 F Tn, - 20-3154 MEE " ti1Rgt, },,. � NI I, R FaOI RI Tun. /,1OPTIONAL EGRESS PANEL DETAIL-__ �'J FASTENING INTERIOR -- 1%pCNtMCd�O PC IF IL p9e: (•2.250' 0 094• J O 0060" Q TTTTII� t•�750'009�$ V00i Vst waVu•bWuu.lX�. �.625" �L25_0 9'0 '25' ]a GA n 531 i6OA94" •-0.3 B �2, �- •,', .12[P' .D94" 7VP. Tv 1 0.094" N .. 1 BSD` 1:930" rvl SD I 0052" �� -j r0.125" 2.000"I` E�� ,O)D^- 1.oG0'7 Q062' 250"-•(2.000"-+12A00•I-- TYP cow LZ1 �tl%rWRI. �•12l" 1.180" v11' I,FAOG r, •LJ• teapFtE JOuxn. 0', V' NEADEI[ (j� G1,.1-PHI ClosuNF II II 3180"MAX ,3) LJ"-'"0`.]-1]" 0 1' C•Y ll g~�ul 1.5L 1.560"M- 1.360" 1�$to 0.365, �F 5- 0.376" 0451 o.3)e' 3�?52 pp �I Q655 0.1 0655 0. 0 655' 0.350' L o07• '�T3' 3 C' ` 12.500" PANEL COVERAGE 1 OL79"(' 9��„- of lgp_.gga' NW 1�4.Ify75'CPANEL � L�.ENOT ,fj, -�� L� �0.545 0.524150' 0.290' O.OSlY' f ,' •000 ITrn¢BE .. .zsG' f T- 0TYP T- 0.090" natvl-x o j- 115' 0.0.7t0° R013S .)OTJ --1- rrF �(- P .Li z�y�l Dom'~` o.z1s to COeuaa-Ott Y TRACK .., •T' IRACR B .' i ,W D.090" 0,700" N 1 0.957" 3 j V-- 14�7� �Ie�OLH'NNEC. t MACX 017E"�q U�43n5." N•.a.JeW,W, u' I 0.170"I 1I-yC'U Mr,'.••f AnT 1 Z o.lzs 1-1.D 0 a'fvl7ex r•D'�.:E rypQ PYJI A•;l On.1n naa .ti "f' ANOIE -TRACT( fEX lENOED) � � i es $ C t 1• i`t'i•Xro0t2`. m ;.y 0" Il ar•Ytl w��'N II IL�12'n N7RLAP/�h,r.[./l CIXVIM OONINE OFTAIL L _J (�.25' MAX. O.la9'I b,IrnL::ocMr1 b .2r MAV. U ~; v R MAX CA.L'v 01• roa rRr a.: Cr L7 O <i _^M:•x, ,, TVi Y..vN1r•NAI YP AI(nT' W LAB_, I,uNI'h 4 - •xl•6. .. 4 r, I' P 11In1 DISTANCE n •R• 7 T PIP i 'ModA'.• '':AflP: :L-YIFrI'.Ni•NvTKMt _'!.•' \� D1,.DILLO:D6' nYd:IL'CP t1•J(cS!i,rJ,1u11,"a•'.,w. wT 3N.19R2X40". b+lMrLw4'n_NA%c--..'to•,l � y �1yf,M11!:Ln'WVrs JP `AN11-I•1.t, CI,r�II.1II4,9 irI' R „.J1F,11av1r, rlVRaNp: 0fuINMt:a1,•Jr1J.:A'NI•n::1V-Vn.n!l•uIJ.nR:H.''.D.,e.n_n,LJ-!V:r:Ra:,'r:n'A..A1rraIl,�M. aP.f.L,e•, ,YI =nYwLn.N*'e', -. 4�.zv. _i�Nr B! OVERAPJS' MAN � •-: rr= a. CALL 9 a u.L I _,X,11A -y 1.50D' P r•n-iq NTf 4•MAX. 6gN +'. ♦ u .H,. 1:.9! .t pppR lV N' 11NMI•'1+? F f aY.r 1 \ NLL ^ LORN_ER CLOSIRt[ DETAIL f3' YS H N}• <J - EM6ED A- n+ if TIAPMOUNT CUI6UMDETAa TTr RT v f• 9 X 11TS R ANCHOR SPACING SCHEDULE: 211iAUGE PAfJELS. PANEL fPSrENERS ♦ l2 9' V C 2 VFDGF. D35TANCE _ i� n MAX s"feN WCNOR- IRl3 lit tie 1•YPe SP U T '0' .i. 5 PM PTOV SPAN U a -la L fNIM riPE Cf C2 ca /4 CONY riP E c1 a c a 3 C OOYN no C C2 CO C i R L7/ OI 6' CJ arm of DEW TRAC 1 4 o.v rt•. n. _St, 1 A 1L�� : 12. 5 1 3 7 9 9 3 .5 2 0 0.2' ]6, 1 6.e' 12 4" I6. 9.1 0 6 .1 1 .5' 2 60" Le" 1 1 0' 1 .5" 2 16.0" B!" 3.5' 12 5 1 .0' B, " 6 7 1 " 9 12.5'• i6.0• A2" e1- 0 3" 171 i2 S• 160" le 0 B.l" e [" 1P" f.1" 12 r" 16.0" a1• 7.4• a1 s4" 1:.5' 1 60 er S.+- u9' 26.0• .4• L•1 I N F ACC I i :4• )1 D1rJKT UtTRAfON 41 INYa•L 1 _a Lr N p•-...�� 32 12.5' 16.0' i{O" le ? 12 f' 100' 16.0" L20" 12, E" IND 7 1' 1' 3 9' .S' L 32. )d N, I3 137 !Be 16D 119 !t ¢ 7 to ll9 9.5 12. T' IND" 12 11. %2.5' It r 11.9 es 123 1 . ' 1 N,S' es. 12 S • 36.0" 13.9 4451 l3 5" 26o" 31.8' 9 r Pi Ir 'tr/r rR w, S AL Pdaln 1011O sin S lid T..v. T :.a .J 41 6e 32 1 ' I Y 'a a.. 1 1Tu• 6 6 Mo lz v la B' 1 r S. L7. " 4 12 1 ": 4 D. I6-D f 1. v' t 13.5' SS D' 16.0" 1d.6 SLS' is 0' fLB 10.e" 121" t6.0" 11 SP•7" 31 S" 12.s' ]a0.356. 18a' 14,4" 13.3 1E 3' 125•'169 12-9 12 1' 1110 ILT 10.6' L0.6" Its 12S' IS0"32. S'106 IMW 12S" " 1 1 V r INIIIN U » itmnwNl ,APn �AIn 41 '"I x b2 U. 1.2.1" 1 • 16 16•d• 16.0" fe. f6.b' 137' ]e 0' 160 12 S' 14 0" MY t . ]' A" 11 S' 12 S" 1 a, le 0 1 00 /e.0' is, 12.E I1.1" IT .!" 18 O' l6 0' ]4.1' L1. S' is V' Lis' L Y' 1 IT'• 1 ' e0' 157 t 1 " 1L5' 160"1b 0' 17, 125 6o 1 i5 s 1.2" IL S' 16.0'355' 1 .7' 6 ' 1 - 6 " 2.61 Was 015TOP= e 8 311%, I VP CMKD TS n YJNI ill IMM,ntl 41 44 az 72 . rNMu 71 NIwNI, INNDII 41 AB 32 72 4.25. 6.20, 6.25' am' ll c 213" 10.7' a11111111L.S" 7.1" N.7" e as". raS. 57 16. 17.1" T 11. SAS to. Is a!' 1.4" e. 6 .2' 5 6. 12.{" 12.5" n a r 91' 1 A - .. 4 3-•. 0 IN C' 7.l" T7' 13.1" 13H" f.l" !.0' 15.6" 6.0• $.a• &it- go, 6. S" 9.7' S' 9.7' •15' 17.0" 4.•" A./" I N'r I.IIA',MNrU 3) nod 6S. TNCON 41 N iL-=+...r.. S2 12d" 113' 1.1" sA' eZr OT" 4L" 4O' 021" iu T• 6,75i 123' 4.7• Tv.2,iE 10.7, 4. 4.0" CIS' f0.7' 4.1" 4.0 r 4.4. ' 6. r 0.7" .1" .0' 61s" 0.7" 4. •' p I1•I" r r W F,Inn11 / u ALL 10tMs 3DIIp SIT` N y 44 SL R 1 2.Y' M ' 14 1" 11 S' 4 " a u.7' 1 0 6" Ta^ 1 0" I2 T" a e. 2. $' 16.0 1 . A1'" 12.5" 36,0" I,e" 6.9" 12.5" IB. D' 7. R" 6.3" 12.5" 1b.tl' S.7 I.E. 12.5" 160" 7.7" 6.2" 12.5" 16.D" 7.1' 6.2" iZS" 16.0' S%- rx, tz.s,, 1 .U. ).7" 42" I. 7.1• 62" LA" Ie.O" 1. P' „ 12.5 I6, 17" le D" LJ' {2" LJ P Y L UT EMeEo 73 44 S1 /2 11. 5' 16.01 0.4' 3.91 6.25" %if.4.41, air 10.r 4.0" M] 12.5" 13.4" $.2" 49• 6.25" A .6" 3" C26• 9.2" IV 1.3" d. 5" 11.5' 4.1' 4.1' 6.25' A2" 1.5" 17' 6,2r 9.2" LS` 3.3" 4.3 6.25' 10-W. .1 so" 0.21'• 0. 2" Is,.1.7 It 1" 11^ -.1• 6.13'• B2" 6.3$" 0.2 AS 3,7'• 7.2" 53• 1.1- 3/4" WOE DISTANCE _ .) I __ ANCHOR FR, "U'mt PRP"SSYR[ Pap] ti TIP O 1' „N'•N' w rw 1 4NN IlP ItJ M1nl• CONN T1'Pt ,5 rs C3 C1 COPY tYFE C`1 U ci IA N LON ri E rl S3 4 CA 1IN'Y T am". 73 IN.SfN11'+ 11 18 SL Ta l'.5' L 1 60' 160" 10 ,9' 12 s SSA 16 0' 1 S' 6 16.0" 6. 7 li S'360 1 " 60 a " 6 12.9'16.0'13D 6. 1 12 S' 16.0"Nit 60" 12.5' 36.0l 12.5 3•,0 ' 14 " 6A•' .7 1 S• 7. 16.0" 14.7" il, S' 11 • Y 7a, 660" lsO 360 1s r, LIT 6.9' 6 e0 32 12 .4 1{0 16D NT• B 4 r' I Be- SS 5" 125' Be, t80. 147" 60 I6,D • 1A.T' 60' •11. l yr LNDCC 83 11040 SCAlW Q 4e 72 12.4 16.0 364' 101 12.Ela D 11 I / 0•li T1b.0' 30.6" b.t' L2.51' 6d' 1 . 1 17 41' S2.S' 16.0 - 9 • t.6` 12. b 7" 5.b" 2 A 0. 11.$- ur' l2Y' 26.0' 1 iqa 3L1^ 14.0' 96" AA' $ 6' i3.Y,S6 2 160 116.0 . 0 6 d 96' 30" 9.6' SS" 1 1 2 13 1' 12. F' 76.0 9. 56' 6 100' tie" S4 1 0.0" Ale• R6 VA` P 1•311. [re I[D 73 P A CNF'CFK' Il y 49 rr•NNNkWAND 51 125 11.$" 1 51 1 0 1 16.0" lE 7" 6. 111 VLSIIle.01, 17.5' 12.5' 16.0 16.0 11 9.1" "'.1las 12 S' 37 S 1610^ 16.0" 9.2• Me AS 1.2.$•' 14.01, to.$ 160' ITV. .5. 5 1Lr 1601 1{.0' 9.1" a1" 12,$ IIA" 16.0" 9.1" 1La- 9.1^ 'pL R ) All ruI.,.•I MNMn tl wOpD SUsn01C 46 E� 12 --�"• 72 ils '0•• .S' t. 1 . 37.9^ ♦S^ L2. S' 1a w' !9' 125 it. s" LB" . ea1" 12.4. 4.W L2. S' ISA' 5.91, .0" el 12.3" _ 12 s" 141 S.s' 4. 1 625" 12 1" 4 7" J o r b 15 17.9 • p 4:T O IV, 13 S" A V- 4 R' a 2S' 3Z I" ♦ t" A 0, 1 0 SS` r2.3" A., . 0' ANCHOR NOTES: ANCMDR SCHEDULE AP T A P T R T Y 1 F PLIES D LL ROWS SCPATI IED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SC IEDULE SMALL APPLY. 2 EWER ANCHOR SCHEDULE BASEDON PANEL FASTENEA SPACING, TNF ExISriNG STRUCrURE MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.SELECM CC44NECTION TYPE BASED ON ADPROPRIATE MDUNTTNG COND"(OFY (SEE MOUNTTNC DETA)LS ON SHEET 2 FOR IDENTf FIG nON OF ODNNECIION TYpE). 3 "PAWL FASTENERS" ARE STUDS USED IN O W UNCTION WITH ALL MOUNTING FMUSTONS (•F`-TRAC% 5TUDDED AH"lE E-TC USE 6.25" O.0 PANEL F VIER SPACING TABLE VALUES FOR AS E ALL 'H"- AND "U'-HEADEPTS (INCLUDING BUILGOUT CONDITIONS) 4 ANCHORS SMALL BE BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5, HOLLOW BL HOST STRUCTURE SMALL CONFORM TO AST C90 BLOCK. OCN V M 6. MINIMUM ENMMENT SHAH BE AS NOTED IN ARCHES SCHEDULE. 7 MINIMUM B•18FOMFM AND EDGE DISTANCE EXCLUDES STUCOO, FOAM, BRICK, AND OTHERWALL FINISHES WALL FINISHES SMALL BE LIMITED TO 1/4' KM OR. SHALL BE VERIF160 BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a. CONCRETE ANC)KX16 NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9WHERE EXISTING STRUCTURE IS WOOD FRAMING, EYISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FAS-ENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. To WHERE ANCHORS FASTEN TO NARROW FACE OF S1 UD FRAMING, FASTENER SMALL BE LOCATED IN CFNTER OF NOMINAL 2" A 4" (MIN.) WOOD STUD 1%' EDGE D19TANCElS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL Be "SOUrMEBN PIN�i" G-0.55 ORGREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD I I REMOVABLE APX'JYOAS ARE DEWALT PANELMATE. ALL•POINTS SAID-5ET B BRASS BASHING l2. MACHME S':AEWAS SHALL HAVE I7'2" MINIMUM ENGAGEMENT OF THREADS INTOTME BASE ANCHOR AND MAY HAVE EITHER A PAN HEM TRUSS HtAO CNi WAFER HEAD (5)OEWALX BOLT) U PLO 13. MINIMUM EMBEDMENT AND EDGE E IDANCE EXCLUDESSTUCCO OR Cn HER WALL FINISHES. 14� y DMGNATEE ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 T DIRECT MOUNTING CONDITIONS it, LINEAR INTERPOLATION 15 NOT PERMrrTFD FOR USE WITH THE ANCHOR SL EOULE3 LISTED ON THIS SMIEET 20-31543 6 - PAeC ow. -DR, +nn l+l ^W W W O (D a -A U O OJ � ca- Cu - - 6) j (a) 0 O O O Q L /C 1 V O O U- in E LO O Q Q F- _E cn Q Q Z Z W J erg c. O N N O a w C: E 1S Cti C C A C-T N >" o rn YR • A G 1_ 3 w at Y CL r O W E ? t V 3 ED 3 •°f W m N % G (A CL c H t4 O G. V 0 CLI L , W^ r(3.) 1 S.r/ Z3 0 U) 0- Q (3) �-a U 0 L U r� m v / W LU C Z Z Z Q J SHEET NO. SH 1.5.