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36453 Well Hill Way
r 2 12 E 0 r !2 15 18 Le 14 0 0 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN ABBREVIATIONS 7 LINTEL PLAN & DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN STRUCTURAL NOTES ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius SN1 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. 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 ALT or ALT. Alternate FRT Front REINF Reinforcing S6M DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GIL Fixed Glass RND or Rnd. Round SS RETROFIT DETAILS BILK or BILK. Block GALV or GaIv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shed D 1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector ------ D2 SECTIONS & DETAILS BP or B.P. Bypass(door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HOR or Hdr. Header SHWR or Shwr. Shower PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height St. or S.L. Side Lights 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 CIg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage HURRICANE SHUTTER PRODUCT APPROVAL Community INT or Int. Interior SW or S.W. Shear Wall SH1.2 COMM or Comm. COMP or Comp. Compressor KNVALL or KIWall Kneewall SYP or S,Y.P. Southern Yellow Pine SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar 0 0 CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL — — — — — — — — — — --- CSMT Casement LAV or Lev. Lavatory THIKN or Thik'n. Thicken SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBIL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder FL ---- OM- =[]E1E1L] DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring U Typical — �] Ll DEC or Dec. Decorative MC Medicine Cabinet TRANS VvDW or Trans. Transom Window DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. DIA or Dia. Diameter MGT Management (room) LIC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting FBI I L7— 71 L] L� L7 DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. DryerVent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P, Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/ or w/ With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PIED or Ped. Pedestal WCorW/CorW.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Plit. Pocket (Door) WDVV HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W. H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf VN 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 Proof(ing) 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. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors F It is the intent of Designer/Engineer listed in the titleblock of these 08/23/12 1.00 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 review all the information contained in these documents, prior to 07/30/15 1.1 2015 NEW CODE UPDATE the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 05/09/18 2.0 FBC 2017 CODE UPDATES construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 12/19/20 3.0 FBC 2020 CODE UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR 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 EOR 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/tioi .,w r are necessary for the future life of this home. Care nrit., en to check windows and doors for caulking, remove le0v debris off roofs, make sure that water flow is away fror 3, house and have your home repainted every 3 - 5 yeArS P act 2074 the coatings. The designer and engineer of record ipre ;t responsible for the upkeep of the home and will not t IP liable for instances that may occur over the normal li* p home without proper maintenance. C= LL-) cc C-1 C�4 cm LA- C= C14 W E 0 tj C-4 CP 2W C3 W CD V/V 61" (y? To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oomply 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. as Cc> 0 L-L - C� U- u!J C14 C, CL LU C CL. - — (D Z a13 C') 'r Z 0 2 41 W r— T Z co ui Lr) L) 04 co Z 0 (5 000 c') V C14 Cl) OD Go < E3 (/)L/) 2f (1) CD 4—J 11-1 u. Fu LU C C� A L) --- I 0 6 C3 V) C14 Ln U A� LL' < '0 LL- cd E C�. Z <� Z 0 E 8 so ZIS E 'W CA) v Wo Z 0 0, —17 cy) M CN (0 Ul) Ir— :3 'r- LO 00"'. < Cr C" F- L0 0 CQ C) M C5 It) LO N S -- < 7— 4i E ZI ce) CV) E CN i?5 0 M Z E r— M CL M JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. C S oc a I �OD rOCII' rDOP11 KITCHEN s� CJ ICr'3 ICE ICI 12 KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2' LESS THAN CABINETS BELOW �'- MIRROR VARIES 11 w1 / y MEDICINE CABINET 0z z Q`> zv> SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE 24" TOWEL BAR TOWEL BAR IN Q. ROD ON WALL ABOVE TUB OR SHWR. X TOILET TOWEL BAR A LB a ON BATHROOM WALL F o SHWR. co VALVES 2 Q TOILET °P SOAP PAPER ID o DISH V I HOLDER 4 ih rF o Fv TUB FIN. F R. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 42" H UPPER CABINETS - 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER CABINETS 12" FOR PANTRY - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE rO rb CABINETS aQo00 4 � LL %yry fh to � a 'v 2x FRAMING R o 1/2" GYP BOARD c FIN. F R. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. 1,-4"X1'-4„ "L" SHAPE CMU COLUMN 0 bo S Q NFIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL ao a LID 1'-4"X1'-4" "L" -� SHAPE CMU COLUMN KzW lil 13'-0" 12'-0" 1 V-8" T-9" 8'-3" AC PAD H O 35-SH ■ ■ ■ ------------------- I - I LANAI - NOOK I 8'-0" FLAT CLGAFF . 8'-$" FLAT CLG`;- - TILE .- 12'-4„ O ■ v i ■ II II N I II - I "I I - - i I' a I I � FolO I O FAMILY ■ 8'-8" FLAT CLG. " I ■ CARPET I pl --_J . a ' 2'-2" �I 2'411„ ITCH E -- - - - 8'-8" FLAT CLG. 2468 - TILEJL FLOOR G.T. - - - - - ---------- --- _ _ -REF - r ----- - 16 i1 it m--- 15 5'-74" 14 - 13 DINING (3) 2x4 #2 SPF 12 ■ STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET S3 oo S3 - co TYP 10 42" H 1/2 WALL T-T' 4'-2 " 9 - OR RAILING PER SPECS 8 FLOOR G.T.-------- ------ -- - --- 7 (3) 2x4 #2 SPF A 6 STUDS w/ (3) 16d 071 NAILS @ BASE P it 00I - M OI u-1 2 3 4 5 , - --- ; 4068 ARCH PWDR-- (3) 2x4 #2 SPF 8 8 FLAT CLG. . c' S3 W STUDS w/ H TT16 - � AT BASE FOYER - TP 0 PE K °° `n I L/'1U N la - 8'-8" FLAT CLG. 8'-8- FLAT CLG. D' 9TILE I I I I I I I I I I I 1 1 1 1 1 1 1 1In O I 6,�„'' 6'-74„ 4, 0 T-2„ 11 r 0" 17'-10" EDGE OF SLAB 2" BUILDER TO JL_ BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN c -- NOTE: FINISHED WALLS REQUIRED PER FBC Cl) I TO BE FLUSH. FIELD I ' _ VERIFY. _ - _ G.T. -V - - - - - - - - _ 8'-8" CLG. A.F.F. - - - - - - - - - - - - - - - - - 1 1 - - - - - - - - - 8'-0" CLG. A.F.F. _ 154�x2211- Q ENTRY FLAT CLG. AFF ATTIC ( O a 8'-0" ------ GARAGE I_A�CES3-----� Q o Q �U 8'-0" CLG. A.F.F. °Q W w N TYP. @ SINGLE j I j V-4" 4,4R STORY A (SEE AA/S3 FOR STEM OPT.) S3 r- - - - - - - - - - - - - - - I I I -----------------I I I I I I I I I K I I I I I I TYP. @ S4 I I O ------------------------------ GARAGE I I 16070 OVERHEAD DOOR 16'-0" 19'-4" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE �-PLUMBING LINE TO SECOND FLOOR '--WIRE SHELF @ +54" A.F.F. E uJ W J 205 m IrUH l U 000 ■l>O� co = -+ HB ql o0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 <e> LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 �B +29.7 / -39.7 +28.3 / -30.8 +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 ET �H SEE SN SHEET ik7; PH 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 20X26 182X25' S.H. 13 20X38 18JX37J S.H. 14 20X501 18�X50 S.H. 15 20 X 63 181 X 62 S.H. 16 20X72 181X71 S.H. 11-12 271/4X26 26X252 S.H. 11-13 271/4X38 26x373 S.H. 1 H4 27 1 X 50 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 271 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 g 36 1 X 37 3/4 S.H. 24 37 Ja X 501 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37JX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 2'X 25' S.H. 33 54 X 38 52 3 X 37 S.H. 34 54 X 501 52 2'X 50 S.H. 35 54 X 63 52 i X 62' S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. Is Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2,1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-B SCALE: Y4"=1'-0" e+ti cv CV O o j W o.e- c i7 OP x .: aL o.. CC d L N O eq N - Q �N Y a� E c or o a 3 cc s. o a w ,p,1111 i I i iftf/It®p <0 `V I V .Z r, cH To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a f. 8E $ a a 8 O N - ~ � C Ifi # teJ a. LL LL (ii M LL. d d a JLwa Y LLL CIL Z m ±�o 0 co, Ria t0 m J < W �Irn d Z w -1 � 07 Z L) N V=- OU ❑❑❑ Z W cf R Z N ch z � z J- d � N - z lJl � � o LL i--1 cn (� w e " U O� w V) � U U � • �Q d N soy O M J w Zz o S f6 E O f O < N z® U ECalE F- uz 83 a CD co 0< �� 8q z d L = <o o ¢ 0 w �W W 1 y qoz 2 U It Z z o r r 8 °off 5z W a W U tit m SO L 'cf X zl6 a� Ul O >M M N N (d LO r �- LO CL (1) 3,- LO O .fl M O LO N .. �'- T M M 0 E N y Lr) z z E T E d m a. U � ¢ p JOB NO : 23-06107 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR - - 36" RAILING �t 36" H. CONT. GRASPABLE RAILING- 3/4" PLYWOOD DECKING 16 --- -� ------ ----- _ 15 14 37 Z PRE-ENG FLOOR 13 12 TRUSS 11 1xTREEAD(TYP.) 10 2x4 THRUST '� 1x RISERS fir. (TYP.) °P / ' 7 BLOCK 60 / (3) 2x12 STRINGERS ^ 42" KNEE WALL WITH �( j 5 1x8 CAP & CASING OR . 4 3/4" PLYWOOD 36" RAILING 3 e DECKING Cl) 2x6 LANDING UST j42 / BLOCK 2x4 FRAMING TYP. STAIR SECTION_ STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. 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 eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: andrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 riches 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 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A351 MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D @ LANDINC STRINGE CONNEC io PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH ^�N CONT. HANDRAIL RETURN TO VVHLL UC I HIL B SCALE: NTS 3/4" PLYWOOD DECKING 2'4" 16'-1" 6'- -24 LANDING 2x4 FRAMING 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 6 (DO H1 6 O H1 EXTERIOR WALLS 1/2 33 SH (2) 25-SH TEMP D2 TEMP DZ EGRESS CD 4-SH in - -J n(rRI u 1668 "Z B.F.co 5' � _ -6" 2, 4 o e U WoY�0 BATH_-_ 4. 8'.0" FLAT CLG TILE R/SH o G.T. 48x42 --»- �--- - N - ----------- 3 RECESS TB' N D2 SHO %ER i F- 7'-0. 2--BW'L- 12-10" SIM. w/ (1) TILE T I I `���J 36" x 22" MSTAM36 I ATTIC @ BASE - �i 4__ _I -- ACCESS OWNER'S '4 W N N ai 8'-0" F T CLG SUITE O 04 C PET 2468 8'-0" FLAT CLG TP I CARPET to 4068 B.F. r�� BEDROOM 2rIIJ ---- �/sH ----- 8'-0" FLAT CLG - CARPET u� 12'-2" 4'-8" 4" 7-6" D2 N w (ems , Q T M v A 10 u7 �• H 1 v 5068 (2668 42" H 1/2 WALL 114 16 B.F. OR RAILING PER 15 SPECS S6--------------- '4 113 TYP. @ 2 R/SH U " 1 STORY. SEE o� 1 12 JJ/S6 FOR o iro TECH 1 11 STEMWALL ° CENTER I OPT. 10 T-3" 5'-7" 3'-4" 5'-8" 6 T-3" 9 T-11" ILE TO ATH 50 8 'A.F.F. 8'-0" FLAT C co I TILE P 2868low 7 I 6 I c�yO I N N c) 1 1 2 3 4 5 02 BEDROOM 3 4-SH � N SIM, w/ (1) 8'-0" FLAT CLG MSTAM36 CARPET G.T. @ BASE 11'-6" 12'4' 1 V-2" G.T. MSTAM36 O a I m -1 @ BASE , BEDROOM 4 3 I 8'-0" FLAT CLG D2 I CARPET G.T. 112 33 SH a ao I a � I 6 e H1 1 D2 1 25-SH 25-SH EGRESS 9 EGRES q D2 a 22 D2 H M I H1 Di O ----------- 2-10" L 2'-10" L 2'-11" L 13'-6" L Z-11" I I I I I I I I I I I I I I I I I 1 L-----------°---------------------------J 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE 0 �� 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" X 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS 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 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 QF +26.6 / -33.5 Qp SEE SN SHEET SEE SN SHEET 140 MPH viomm 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 20X26 182X252 S.H. 13 20X388 182X37 S.H. 14 20X501 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X388 26x37 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1115 27 1 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 8 36 2 X 37 3/4 S.H. 24 37 J X 50 g 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 8 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 8 52 2 X 37 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UVI lU1 dl Imutub R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-B. era N 0 N o tc a.) !L •vl � N L rn do Q r CV Y dE_ m u a � 3 m n H C, = E � o a � 0 w B I t f itFdO 1�tl�;�ti��tlt 0 N"N Wry IN I." 'CD1 t •�, F ES o the best of the ngineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E 2 N O N 8 fZ n N f! d C �i O j � LL LL a � C) v 04 a a M IL u, u- Q z W W 7 M r. V) J m �° z LL go JoLu N CI) Z h H ao z 6 000 W z z OD z N z -J $-U C u O w g N c w r c o Q_ U) _ to, N 44 o c+� J Ea ¢ ✓0LL- d 2 Q o• Z oM &� CD t w30w o a C Y Z K " �9 � WT m o� LL N W z v ola ZQ o U'r �O = B > cy'M O m M 0 N_ CID� Ln Cr00- cco T Ul) N M M O Ln N Q N T 4i M C= y In 0N Z Z E r d W M v 8 ¢ o W JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. 1.2 12 5� FLASHING 5 122 - — — — — — — ` 04 SCORED STUCCO BANDS — 12 5 SCORED STUCCO BANDS _ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS `\ 5 SCORED STUCCO BANDS --- —Y _-- — — HDR_ EXTERIOR PLASTER ON FRAME N SCORED STUCCO 25 SH BANDS 2nd FIN. r FLR. TOM 7—— — — — — — — — — — ----- ----------- - ----------- ------ CJ / W_ EEP 3068 16070 OVERHEAD DOOR _T.0.M.Qa C. /ENTRY HDR. HGT. n _0rr u TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS N - _ FIN_ FLR. FRONT ELEVATION — ELEV—B FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" -- -,------------------------------T• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------HDR_ EXTERIOR PLASTER ON CJ CJ FRAME 25 SH - - -- — — —— ----------------------------- --------------------------- ------------------------------ -- FLASHING- - -------------- ..---------------------- - CJ / WEEP—1—,--� TEXTURED CEMENTITIOUS FINISH ON CMU F_ 35 SH i _2ND F - - -- ----- ;-7. -_.-_T.O_.M.(a-)C ! ENTRY HDR. HGT. SCORED STUCCO BANDS I V-] I_FIN. FLR. �o 0 60 00 LEFT ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt fait or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 a•� o= N � LU W CM o ati o � N — Z GC2 ,L -� C.: H t0 O � 4.'NY 10dd� w E.0 a o d \%��`�v,�RO 4�y�''.s o. �J ca .ROFESSI ` e"Willmll''k N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 0 8 N (� O D c J fMf� rQ IANo u a ww gJV 2C� LLS Z u, Z M p oC 4 � 9 C' Co (on pj O' Z _ ILW W - N M 2 0 H oU aoa W z <:04 a. N U) 41) o 4-J cn d 0 W to c a gi w r 1 0 Q��-- o M z 0" w0 2_� O� i aE Q � agq ?® �O �E U �oa U Z d HC'J ag Qo C �� 0 ZzZ s Z Z W a m 8 $ ° z '2 3 �z ¢ �3 Jo `"? 0 rn 15 c� N N co LO r =3 i— Lin LN O M O LO N Q LO N T M N M �; LO o ? z = E € a 9v v _ ¢ o JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. 2.1 I P. I Ir MWM�� EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 <�.�5 I J.— T.O.P. HGT. 1/2 33 SH Ci 60 I i I 2ND FIN. FLR. 12 5 F�:� CJ / WEEP 35 SH 6068 SGD -J HDR I FIN. REAR ELEVATION - ELEV-B SCALE: 1/4" = V-0" _J FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IGT Ci Ci EXTERIOR PLASTER ON 25 SH FRAME r)FFP'Inr;[-- q. FLR. -------------------------- ----------- FLASHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — - Z— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — CJ WEEP GT. TEXTURED CEMENTITIOUS FINISH ON CMU R------ I --------------------------------------------------------------------------------------------------------------------------- I ------ RIGHT ELEVATION - ELEV-B SCALE: 1/4" = l'-O" General Notes ROOF CRITERIA: 41 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF .0 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 Coverina R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, orASTM 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 C1 063 or C1 787, or as otherwise approved. (Refer to sheet SNII 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"-l" 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. vertical ly/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 11" 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 C1 063 & 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 manufacturers instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: Anc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ""4 Ca C= CL 4= CJ C" C4 CN = W CL. W C C2, V C= ci CC CU =21 Z CS C21 CJ x 1Z \\\\\ go W/V ,\N 'N iz I `0 C4 t_k C) * 4) C) F L 0 OPESSIO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply wit) the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E 8 8 N CrM 'Z R L-. Lu C14 0 0. '4 r6 L LL L Z 9 5 CIA Lu 0 W U) Z ILW LLLL 0 W .0 Z� 0 to Z Cl) Z N 66 W CD Ck- 7 U, V) - __ 1' C1 (1) 4-J C-/, LU 0 g V) CO cl CID C13 V_� LL_ cd E E 10 M;' Z I Z C C f. wo OM Z Z M W Z� 20 W mill .9 0 M co LID LO Cr ca U5 4-0 LO 4-J 0 ce, C) C:) CY) LO U') E a CN ce) 0 Z Z E 1 4) M cc 0 4) _J JOB NO: 23-06107 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. 150A1200A INDOOR PANEL CENTER P #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AW 200 AMP 10 #10 to WH 10 #8 to Range of #6 to HVAC METER n 1 50=2/0 WP A/C PAD 00=4/0 in 2" Conduit GFI DISC. 200 amp 150 amp 6 UNDERGROUND is nnerd - - - - - - - - - - - - - - - - - - - - - - - SERVICE BY POWER CO 15-1 INTERSYSTEM I 4 Bare Cu Ground BONDING TERMINATION PER #4 GROUNDING WIRE WITH CODE APPROVED LANAI NEC 17, 250.94 CLAMP PER 250.50 AND WP 250.52 OF THE 2017 NEC. rlp:l Kinni< GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured hom finished "oor to nLer fine Of the WOX LO be: 16 Ar r kgenerai). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12"AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centedine above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the Installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET t"Z:7"G F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET L.(-7h I '�_-'v SPECIAL PURPOSE OUTLET F/_\1 ::Eff DUPLEX OUTLET IN FLOOR k(�)E 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. �R4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH 3::� CEILING MOUNTED LIGHT FIXTURE 7'N N-A HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE (:§) RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 7CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FTV1 TELEVISION (OPTIONAL) FT -VI 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60' A.F.F. THERMOSTAT �9 ELECTRIC METER 1111111071 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN G� (1) PHONE LINE, (1) DATA PORT 1.5" VTR -111 3" VTR I f 141, xrrp r I SWITCH FOR DISPOSAL PLUMBING RISER KITCHE SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I- DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN 1.- 1. off SCALE. 4 B ENTRY WP DB&GFI TO GFI BE ALIGNED - - - - - - - VERTICALLV DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS cr CC Z 0 on Lu 0 > _j COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS PER SPECS FIRST FLOOR ELECTRICAL PLAN - ELEV-B 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. L---------- L--------------------------------------- i SECOND FLOOR ELECTRICAL PLAN ELEV-B C-4 E 3: cc du W cu = . !2 W r= To the best of the Engineers knoWedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W 0 C14 04 C6 Cb 61 0 4 (1) r- u. Lu 04 0 9 C", 14. ot -9 LL LL Z 2M 0 0 CZf Z ILW Lu , 04 SO X N 05 P CN U) cl- G 1- V) PI 21 Of (D I (1) 4.-j </�' LL' c' 0 g V) c-_- - C) 2! LU Cn C-1. U_ E W 6� 0 0 C' ZE M W t Z '0 10 Z Z W A C CW: 0 CY) C ICU LO LO Cr ca (J) CN 4-J L0 U 75 C" 0 U') CN W E -k� . C N CY) �i LO 0 W Z =1 E T_ E V) 42) M a. 0 0 1 0 _j M :<0 0 JOB NO: 23-06107 SCALE : AS NOTED SHEFr NO. 3 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Tm.1 Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SO IN of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators vJn'tilaiion soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 --- -,- --- 138.0 (Zone 1 0.0 138.0 Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — ELEV—B SCALE: Y4"=1'-O" CW14 C= =W c= 21 WE 90 C-4 < LU 7'. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawIngs comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. 0) W 11- 8 E S Cc, M C� 0 0 N CD IL �.j cc LL z 13 M LL :� .6 — f zo 'a r 0) = W 8 0 I% a: 0 W W P'C4Z6 2 -;; -� T.-, z i LL M 0�: co z x 0 N < d L) I I z W < LL 4—J LIJ M A. —LLj 0 V) W L=U E 8 U M gz E E -5 C z 02 0 z .j a` ok U .2 0 124 X 0 CN co LO Ir— :3 T--- LO loll,% < Cr CO .2 F- M L0 CY) 04 0 0) 0 d LO 4i E co C1 CV) 0 z z E r— E Ch 0 JOB NO 23-06107 SCALE : AS NOTED SHEET NO. 4 W- ",","`#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. N, b, h 1�i HORIZ. REBAR, TYP. U.N.O. b, t, "Alternate: v It N V V� The reinf. bars shall be "t, t, 1, L L L I cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT -DETAIL I Fe 1 T-O" 12'-0" 11-4" 11 '-8" T-5" 6-2" T-T' 2'-6" x Z-16" x V-0- wl (3) #5's E.W. TYP. @ PORCH AC PAD 7y" 7e 9. ED 9 INDICATES FILLED CELL oi* w/3000 PSI CONC. G OUT i �0 FROM FTR. TO BEA w/ (1) #5 9 9 REBAR VERT. ABOVE SLAB. F- 60 TYPICAL @ ALL PLA( ES 6-10" 6-10" SHOWN. HOOKED F1G DOWELS W/ 17" EMBEDMENT w/ 25" EXT. ABOVE S -AB. GRADE 40 STEEL C.J. Lj HVAC CHASE o? 3--l" BASED ON "",I IPROVIDE 1 1/2" I RECESS FOR SGD LOCATION IREFER TO MASONS �3 ;0 I SCOPE FOR WIDTH. OP to 0 J (D lilt CL C.J. F L _Aj EO o? C� Th to 9 F- >- a Ir 0 z 0 Z) 0 ;0 Z .0 00 L0 LLI z z 0 U) LL Z-13" x 2-6" x 1 '-0" wl (3) #5's E.W. J j QS:6: b . TYP. @ T-8;Y8" TWO 3Y2" MIN. 3000psi CONC. STORY SLAB FOR HERNANDO COUNTY ONLY. 3Y2" MIN d 2500psi CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER Typ rGG%N S �3 C.J. 7' -3" =77, it — PLUMBING G Gj STACK C.J. 3 2-15" x 2-13" x T-O" 13--1 1'-0" w/ (3) V�—STUB UP #5's E.W. TO 2ND FLOOR FOR A/C K 3 1/2" S3 cli S3 17�9 7— T-11" C14 PROVIDE 1/2" X 9 0 1/2" RECESS FOR �e4" . --., Z. FRONT DOOR 9 TOP OF CONC./ PAVER TO oi* ;t BE 4" BELOW FIN. FLR. -.1 eo co 4'-4" TYP. @ ENTRY T-8" 0 V-8" Uj 0- 0 (2) #5 VERTS w/in PS3 FILLED CELL G cc Cn -M in Z� 7M - LL- 6Z .� Cc to -0 - -P "D cc C14 Z tv M.= a, cc CU , Nto 0 W 4K -0 %e�, L6 To the best of the Engineers knowledge, Information and belief, the structural ptans 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 seat. W E RE c-, 04 0) 0 ii 0. - u- 'Zo L-L L� N c) W .6 'S W, LL LL z 50 0 0 13i =9 M 0 15 lwc,�; Go 21y. < W .�rw , 0 0 CD z 0 M < W z (D 4-, LL j 0 LU ot', 12: LU U) 0 cl� E cx_ E 0 z C1 C E 0 < 0 z , z z Q) t 0 to '0 z Z z 0 M W z -0 M cc (D L- CNI (U LO r- :3 LID Cr Co U) .2 L0 3: 0 0 CQ 04 M d LO 0 LO CO) E 0 z z E E0 0 -j JOB NO: 23-06107 SCALE : AS NOTED_ SHEff NO. 5 16'-0" 19'-4" -i Z LU 0 Z 06 L) LU LU —i > W (2) #5 VERTS Win FILLEDCELL V-8- W L� Z 0 Cr D co 'roll CD Cl) 9 TYP. @ SINGLE STORY H B It 9 z 0 0 �8 z 0 =) 0 LL (r 00 U) F- LU 8 z Z 0 U) U- 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 MONOLITHIC FOUNDATION — ELEV—B. SCALE: Y4"=1'-0" I WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. TYP. @ CORNERS 00 E? F, C0 Ln 13'-0" FT3GE 12'-0" 0 ro@ 24" (D.C. MIN. ih 0 CS CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 129 CE 9 EN (D I FT7G FT6 N TYP,ED-,,(-' I.L. L0 i BRG. WAL 0 0 FT8G FT1 1 —A 0 FT1 1 L1_ —44 FT13GE BRG. WALL C29 CE CS TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) TYP. U.N.O. 29 U- .......... .......... ETS 22 A (2) FT9 ID1 CJ3B CJ1B EJ B— D1 X07 FG3 =4 Z F' c"' 7 M V) 5'-0" Cl) TYP. (SEE AA/S3 FOR STEM OPT.) 5-8" B4GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft iIND SPEED (ULTIMATE) 140.01 MPH IIND SPEED (ALLOWABLE) 108.4 XPOSURE CATEGORY � C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION - 3r AREA ROOF 1 2e 2n 2r 3 10 HIP -35.94 -49.57 -49.57 -49.57 1 r GABLE -3822 -38.22 1 -60.99 1 -60.99 1 60.99 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: 3/16" EXP, 1 (24/16) or 1%2" EXP. 1 (3�116) TILE: 1%2" EXP. 10316) NOTE: 1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2"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 OLITLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:121-[12:12] a=4ft k r 0 0 (D r, a-4ft GABLE ROOF > 20 To 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.0 --\\IABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ '—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINTAT48"O.C. MAX LSTA30 EACH SIDE TRUSSES—/ @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE CIS3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 -)r---SEE PLAN FOR DIM. SEE FND. PLAN____N, FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN. WALL TO TRUSS I SCALE: 1/2" = V-0" 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 i 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" HTA1 6 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 1 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 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 - 1 Old x 1 1/2"& 8-1 Old H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR B LT RFUS 7100 — w/ (112) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 518" ANCH. /(26) 1 Od 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4- x2l/2"SDSWOOD SCREWS & (1) 5/8" ATR — N LUS26 1165/1060 1005/915 -1 dx " JU 2 10 /1 0 --- P HUS26 1320/3235 1335/2820 20 . 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2' HUS28 2950/5090 — 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8"ATR EPDXIED W/ SIMPSON SET W/ 12"MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 501 0-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 -1 Od x (1) 518" ATR w/ 12" EMBED w/ SIMPSON"SET" EPDXY MUGT1 5 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/TSz)_%'D_S_1NKERS & (14)1/4"x2 1/4"TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HM T Wvv 2z Ou 1530 1285 24-1 Od x 1 1/2" Spi 555 1 5 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 12 - 10d SPT24 1090 12 10d HCP2 590 1 555 12-1 Od x 1 680 57077777[AlOd 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128"x 3"GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 DETAIL9 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ---31- (A) —4-- OR 2 PLY ARRIER ? jR_j (A) .UVTWGI R - SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" C= E M LA- E CD -M CJ 31: C5 W 0 INN V N" 590 )v < NAS % J �_'o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. In 10- CS E U01 M 8 U Cq 6 0 CU - �; C.? n 't u. C=,) r- r-- 32 U. W - LU ,4 04 0 CL r6 , '! 13 ,, U_ j .6— Z -6 r- 0) 0 Z M CT, 0 M 119 W C� G (n W o 05 0.1 1 IL 0 z 04 < 0 W C; V 13 U) V) Q) (D 0 M LLJ U 0 V) 04 Am y C21- 1 < 0 d C,4 0) z U_ E Uj 0 W. go C3 � E 210 01 16 t 1z 0 Z, § W z 0 OE Zr 121) > CY) 0 co L0 Ul) Cr M LO CY) C) cr) C) cQ CY) d LO iii E CY) CV) LO 0 z cc z E Ir- "6 16 JOB NO: 23-06107 SCALE : AS NOTED SHEE7 NO. 6.1 ." I I III III "I Tir 1111PNIff (2) TYP. 0 90 2�'-011 I I O�E`R'H`AN' �; ov'i��; I �1_811 L 191-411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft IIND SPEED (ULTIM ' MPH ON ATE) N D SPEED (ALLOWABLE) � 11'08 MPH XPOSURE CATEGORY C F:FFrt-Tnjr WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. a=4ft [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 - GAEL -38.22 -38.22 -60.99 -60.99 _60.99 _�78.58d ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k A I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 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 ('%) or 1V32" EXP. 1 O�'16) I!LL 1%2" EXP. 103116) NOTE: 1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0. 113") NAILS t j L +1 �;h& 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV 32", SHEATHING SHALL BE FASTENED - I 414 WITH ASTM F1667 RSRS-03 10d (21/2" 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 OUTILOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4"x 3"SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / (26) 1061-1/2" 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 1 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" SOS WOOD SCREWS & (1) 5/8' ATR N LUS26 1165/1060 1005/915 8 - 10d x 3" JUS26 1000/1080** 8 - 10d P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 30d -1 6d 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 wl 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 501 0-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8"x 5" TITEN HID (2 PLY) OR (52) 16D SINKERS FOR FRAME — U MGT 3965 3330 22 -1 Od x (1) 518" ATR w/ 12" EMBED W/ SIMPSON "SET" EPDXY 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY — -MUGT15 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (114) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F w/ (32) 16D _S_1N_K__ER_9X_ (10) 1/4"x 3"WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME I "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SPI 555 535 10 - 10d SPT22 735 8 - 1 Od SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 12-1 Od x 1 1/2" HHCP2 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 RECI'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 AREAS DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 $0. 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 STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0"014 A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: 4"=V-0" C= C3 C14 iti- CL. W E CL, C;, 62 .2 1A1 . .......... C4 C14 41� C-4 c) C� L 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 m Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E C', 04 C,0 :9 5 J'), Lu C-4 0. Cl) IT Co LL 0, Z C M0 an W r W z 0 Ou Q x LL 04 U) ML a <C3 (5 d [3 [3 W 0 v 2 cl- LL 4_j 0 LLj V) Cn :17 C) L__ E 0 E z = A t W n3 2 2 C T 0 cn o 2 C) co 0 cm 0 co LO U') < Cr CL U) C%4 F- 0 3: C:) cy) C) N c?) CD N 160 C14 E CV) ce) CN i� LO 0 z z E E M (L 0 0 "a M 0 _j < 0 0) 1 JOB NO: 23-06107 SCALE : AS NOTED SHEEr NO. 6.2 Zz GENERAL INSTALLATION N TIES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U1 80. 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. Untels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 1-0 Safe vertical loaU- Safe horizontal loWd - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 11!1�= Ika L 8RF14-1B/1 8RF14-0B/1T 8F16-0B/1T 16-1B/1T MIN 1 WIN 8F20-0B/1T M. 8F44 1 B/1T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T FORM & GROUT SOLID LLJ 0 BAR CONT. 8F12-1IB/1T (0 'V'LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 F-REBA @ BOTTOM OF LINML CAVITY 8F16- B/1T NOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. Fc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11 " slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi, 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A51 0. 8. Mortar per ASTM C270 type M or S. REBAR AT TOP IN. (1) REQ-0 4 _4LEAR 4 4 .0--C.M.U. A _GROU1 -45 REBAR AT BOTTOM OF LINTEL CAVIT _ZOTTOM REINFORCING 7�518-ACTUAL DIN f PROVIDE 'NOMINAL IDTH LINTEL (VARIES) L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER I L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND S APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP "'r 11-1/2"CLEAR MIN. (1) REIYD��� M --- 9cm r, a 0 (n C E \-C.M.U. Z 1 Fz 0 U X Lu Ln 3: -411�5 REBAR AT B( R AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast delyth. One #5 Bar required at top see lintel planidetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications LINTEL PLAN NOTES: 1 THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"xl J" TAPCONS OR TITENS -CENTER OF STRAP @ TIWALL TYP. U.N.C. 2x8 #2 SYP P.T. BASE PLATE WIY2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL I 1*--8" KNOCKOUT COURSE W/ (1) #5 CONT. 13'-0" LL 6-10"LL --SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D 8'-0" LL (D 4'-6" LL (D 4'-6" ILL (DMIN. 5'-8" LL (DMIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" C:* 91-4 CM CD C14 C= C-4 cu CL E CU fill" 0 Z" -ee Is, :�k -- �3' C4. C U k" 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 - Residentiai 7th Edition. Engineers signature and seal Is only for the structural angineedng portions of the drawing pages bearing Engineers signature and seal. a W A E 8 c4 s 8 0 U_ 11 0 r- L'L uj - N 0 CL LU LL Z 0 Z 19 0 W 04 Z W N Cn Z < Z W (D < V) 4-� 0 U) C.) LLj U < C� _j W LA_ EL E 0 Z E Y 0 Z 8 E C.0 itz W L, w ill W M 1Z Z �x ZO W M 5 Cl> .0 > Ce) 0 CN CID LO T_ LO .2 M C) L0 L0 04 E CN to D3 0 Z E T_ E M Q� 0 0 1 0 _j 'D < 0 JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. 7 F: Ell 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 XPOSED EDGE 0F 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. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA, REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2, 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 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-1-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. " 2 1 Yi' Y4' CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A ermanent 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. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wl hin 1'-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grain 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 rpinf II occurs before vapor retarder placement, retreatment Is requir2 9. FBC-R R318.1.5 - Cncrete overpoU� and mor>{ar along the foundation perimeter must be removed be ore exterior sol treatmen . 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 barriermuet be install, d afte construction Is complete, Including landscaping and Irrigation. Any soli distur�ed 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 buildingg department by a licensed pest control company before a certificate of occupancy will issued. "The The certificate of compliance shall state: building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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 BEAMS C ET ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 9n O 0 db O a w 0 w C-, C* co o N N L Q CV y � Y ar c� co E « 3 � .d v d i N C p }. d^ 2.", N O.� � E m e o- ca f gR O Q~ ?��•;y •_ P `Jt�, .R1 • V� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA O N N V 4 o � G - LL V; LU NM0� LL M Q °' a a � z LL z z �_°'� Co o W Cl oa d NILf� W tR °' z LL 0 N Cl)a Z U Z �0 aoo W 0 z z to N z .0 o 0 w r w I see o J y F _ E qo77, 0. Qo E v ~ ro $o an 10 Z x§o o: °< d Fin L S o i �O " C `� x Z zT � 0J J cab a� 0 hLL w� �O O M m cM � N co LO T r- Ln CT Co T Q Y U) s N H m � N 0 N to ai M N T cM M 6i L o Z Z E T- E m c`o c a U _ Q p JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT I:i;; w/ (22)10d w NAILS TYP. GIRDER TRUSS STD. 90° -- - CONT. #5 CONT. #5 HOOK _ BAR 2X TOP PLATE BAR � THRU •••• #5 CONT. BOLT BOLT FROM CFOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)1Old 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO {< :. CONT. BASE PLATE SIMPSON META12 / META12 TSS BEARING COLUMN '.,.: I.I: TYPICAL SIMPSON MGT TO SEE PLAN FOR REQ'D ,-PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND -- CONNECTION TJI TO BE CUT TO ALLOW NOTE: -- - - I:: FOR BLOCKING/TJI UPLIFT VALUE IS BASED ON j - MASONRY WALL OR , INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID - BLOCKING TO MATCH # OF 2nd FLOOR \ LOCATION OF Solid block all posts from � above to bearing below. STUDS 0 SECOND H10A DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL ,� �. SIMPSON H10A •• (WHEN ) (Not required if both loaded equally from above) + N.T.S. NAILS )10d x 1 1/2 REQUIRED Filler blocking 1/8" min. )Small gap 2" min. UPLIFT =1015# + i 2" max. 4" max. 1/8" gap I Web Stiffener Fastener_ Schedule TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A + , I, Joist Bearing Location + ,z V y_ Series I Depth 1 End �_ Intermediate 1 s-14'? 24d, - _ 2-8d INSTALLATION INSTALLATION j BCI 5000s®' 11-7/8" � 2-8d � 3-8d 1 14" 2-8d j _5-8d Clinch nails 1 9-1/2" 2-8d ! 2-8d when \ BCI 6000s® 11-7/8" 2-8d i 3--8d__ LSEE " MIN. EMBEDMENT possible BCI6500s®i 14" 2-8d 5-8d \ _ 1s" 2-sd 6-ad SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 11-7/8'' 2-8d 3-8d ZE AND QUANTITY web -flange connection. BCI 60s® 142-8d 5-8d OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 1 2-8d 6-8d3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " i 3-16d 3-16d2x4/Plywood/OSB web stiffener 2" min. ' BCI 90s® 14" ; 5-16d 5-16d__ l ° 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16" ! 6-1606-16d CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" In�o STUB -OUT FOR 1'-0" 0 9 r GAS METER 0 o � U k:) ~O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'41 (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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" orp nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber SQUASH BLOCKS AT INTERIOR BLOCKING transfer =1 PANEL, fmNTERgORingwall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 pif max along load bearing wall. j i Load bearing walls when load bearing - for lateral support when joists j meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over ° over squash=20 blocks and Non stacking walls blocking and wall or beam below. wall or beam below.* Joist require additional \ - consideration. Check When joists meet over wall, provide i; local building � I -Joist can be offset 1/16" �> '� 1 3/4" minimum bearing for each. code for appropriate, .: up to 3" to avoid PLUMBING LINE details in One 10d box vertical plumbing areas=20 of high or--20 sinker [ = TOP (2) #5's x 4'-0" Lz lateral load. nail each side T y 3" max CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION at bearing . = A/C CHASE 4" PVC `- JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL a a a a e ° •v Provide adequate bearing ° 4 Use 10dx3" nails at 6"o.c. for all joist - _ — ° a • ae for each lapped joist. '• ' ' I �' ' . I L„I �Tf blocking panel *Non -stacking walls —J Squash block 10d nails require additional consideration. — — — — — — — °O �-rl jj_ • rjTLT'-� (2x4 minimum) SECTION @ INT. BRG. WALL T�I=�i �i lT=T I — FINI GRADE — Bearing wall, Versa -Lam LVL or N.T.S. TrTfT�TT�i�71T�fTTi T7TT� T� TTT TTT 7 f iTfTT Glulam Beam ® _ I I' I I I I I Ii i itI I I I I I i I I r 11 f' I ITTT' I I I I ItTfi iTTtl I' NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges �77-7.11 6" A 1Y" ROUND HOLE MAY 01 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" w rw� NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) �1 I ICI I LI�I I II I— .. - Nail with 10-10d nails. _ tight to top flange. • ' SLEEVE THRU STEM SEE PLAN FOR . • .. Joist hanger ` `.' 'li n.._�1 l FOUNDATION INFO ` d` • a STEM FOUNDATION �.< 1 •,�,i. it � � � ��'.. .. - \ Filler block. Nail with \ 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. _ 1/4"-2„ gap I Backer Block r "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. Web 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 JI! depth I -JOISTS BUCKETS N.T.S. GRADE F. r- REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE co ° A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ee L a a d I 'a° a a a a SEE FND, PLN. SIZE & REINF. �a �u 0 aura ca 7 W CD C C, C I.L a N a N .fl N -_ N O � �I_s� ai u = Q s •3 0 M 2D ao[•1O T y as MC, /° O G. C. `4�`t(��•`Yy9tEtt16f !,"fie ,} o the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) Q $ � 00 v Lo C', do 0) all (n r- r v �2c, o a a rNi C _J 2 a S `9 rL 5 z X =C & G fe °a WL 'o�N� rn rnZ m W p J p w Go LO M C14Z (n Z N OU ❑us ❑❑ W Z N co z � z N N M -1 .0 LL LL, N un Ly N R3 �- lL M W � ` ( o N M ti w z L Q zo , O l 7 Uu k z 2® o a j0 z>_ N �a �� W az � I— _� C wo Q0M� o0 z:g! >Z � g� �8 :�n w W o m �_ tt U k ~ ¢ <a �o d' 2 pd Vi O a� O rn L° m 0 N c0 LO r-- T L ^ Cr Cal r- U) CN 4-1 O a) 01 O M O IS) ui N cM M L o z Z E T_ N c a ci0 a o ° JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. SN 1 I W I N x ri N 0 co 0 N 0 S Q N N �p E 0 i a 15 a> Lz N 0 0 0 a N N 0 V) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES 5/8" OR 1/2" HIGH --- 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 NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. '. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM - — °' • . p _ .° D. I I — —,— 4 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 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 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 t1 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E `CV ' +� ° D r ° I = Z CO r2 co v M — D • 6 MIL VAPOR' - BARRIER — C �r 1 — COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR M — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V 4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" l'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z +' 4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7F- - -------------- z! 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CO I I GARAGE DEPTH VARIES M GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %$' GYP, TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH ELEV-0'-31/2" z 31/2" MIN. 31/2"MIN. A.F.F. "'on o a ° ° 1/2"(min.)-4" _ °. — — — 1/2"(min.)-4" N _ _ _ _ _ 31/2"(min. -4III 1 " ° •' 31/2"(m n) 4" - (2) #5 CONT. 4 TrT , (2) #5 CONT. 5-1 4" iTTT nT 8 1-4 8 Mi U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc_�� TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" k,S3 SCALE: 3/4"=V-0" S3 CON" PE0 cU VZID ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M ���o s Z1 N J LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �., LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" o „„ " " "o " x 10 J BOLT @ 24 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ 10 1Od NAILS ( ) `14 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR — J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 .-. E TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH M ASSUMED FINISHED E #3 OR #4 REINFORCING BAR D ° ' GRADE �,— D D • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi aJ ° OR STEMWALL ° c i 1 .D p _ FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAPJ [GRADE 60 MIN. Fy= 60ksiJ g m D _ too o FOOTING MONO SHOWN °O LU— FOR CLARITY 6 MIL VAPOR BARRIER ;, ° — #5 REINFORCING BAR R 1 7/8" V) • D —j�j-1 #5 LAP SPLICE (2) #5 CONT.-.1 _ NOTE: FOR BEARING WALL �" COMP. SOIL. COMPACTED TO — ( D ° 36" MIN. LAP [36" MIN. LAP) ON 3" CHAIRS 8 1-4 8 " W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — ��. 10" (TYP.) - D1557) 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK FRAME WALL TO C.M.U. WALL CONNECTION rD'� 1 TYPICAL EXTERIOR FRAME WALL FOOTING rE #6 LAP SPLICE KT TYPICAL INTERIOR BEARING WALL w/ UPLIFT G REBAR DETAILS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---, ° ° �• GRADE co — —• a • (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M M ' 44.' . r -4" °Q r SEE A/S3 OR J/S6 I Hi Mir FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. • ; SEE PLAN FOR CONNECTION INFO " TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c ° a', ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & 4' 4 CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR A. -3 1/2" .• 4 . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e o? C , E M 6 MIL VAPOR BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE REINF. /S6 INFO. FOR REIN8" z ATTACHED PER NAILING w SCHEDULE OPTION #1 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS & S.G.D. rM fn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" WALL AND GARAGE COLUMN TO PORCH SILL O.C.MASONRY PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- END FILL EXTLLS W/ DRYWALL SCREWS @ 8"O.C. TO E PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w 0 SIZE VARIES PER PLAN MIN. #5 VERTICALS ? CONT. BEAD SEALANT ; "' J w/ (2) 00 GRADE ) e FILLED SOLID (SEE PLAN FOR _ I 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) 0 � - WWF OR FIBERMESH Cl) � ? n=~. w o v BRICK PAVERS or SLAB PER g o 0 • • • z / COMMUNITY SPECS " rn 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 :.•'� �, :• SEE FOUNDATION ,�. CONC. PAD INFO. TAPERED COLUMN FRAMING 412 SCALE: 3/4 = i'-W FOOTING 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N N 0 C— MwN -� —4CID x tun, O N G = d 21 W E c W -CC rY CC 4 L- G C 02 9 W '� T Q N a C G A o a � )Ott • ,A SE � 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. I» W L LL J � LL tlW) NrNia� a s CIL �� a k W LE z N MZ 0NH OU ❑�❑ z W Z z � MI Q � J n- N 13 - N v0 C1 LL �M N .Uo, -� O c I Q N�M n J =O � Eo Q c�a O � � �a Z ° a �o "O OX Cr Z = �o UJ ro 8 oW LL F- O °O > cy) O m Q M Ln r T V) a S U)CD N O 4 Ct) N LO m M M N U') o Z Z y E T E c • a 0 Z JOB NO: 23-06107 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 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" VARIES 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" 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 F STUD W/ (3)10d NAILS CRICKET AS REQUIRED ,'+ SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING —� - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 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 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. a� CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD 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 g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT . •- . • one —I'I'I �I�I— NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J a MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE > T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16C.M.U. GARAGE DOOR--�� / GARAGE DOOR ROLLER CONNECTION ASSEMBLY :..,; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. , SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 4 < a a11, POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. hAlOjV N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET 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 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 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 W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op �A SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C Z!TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRZE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W12-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cwj O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&,, SPLICE STAGGERED r'MiN J G' 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ W 16d TOENAILS TO76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �� SIMPSON I C I 2X P.T. PLATE SIMPSON SP4 —t SIMPSON SP4 SP2 r `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTELS SP4 SP4 SIMPSON SP2 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) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. 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 @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A QTn(:r_9=0Pr) 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 J-BOLTS 24" O.C. • SIMPSON SIP 5/8 1 w/ (10) 10d NAILS WALL BELOW "X10" @ MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 N 0 eV Ln o J a w 6 N NL- W d . y Y asd E _ CD u a �d�� �. = d >_ cu �.CE.2 o E 1O o a `o w ,`\ 4� .� • �/ G-F N. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W u- � a t; z LL Z =vM 0o - �i 14�Q� & g � N f0 m l�l W K Z ILL .0 0 w N co y T Z 00 ❑UU W z � Vi d N M v0 o O 0tl) w g YZc f6 �- w REP= L U Q � �, —0 t r ti w M u � z J c E go 4 In_ o WLL o E ga UZuj U �Z z QzjZo wz ;j q O Z z J UOY W¢ p Qw L zd0 W p� oLL az w w a� ,5 ¢o mi c�� zIa i= o 3 12 0 12 >M � N co Ln T r Ln Q frT T 0 � N M O Lid N <C =' r r- E N CIO M o z Z E N N c a 0 ¢ p JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 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) 11 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 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO ' RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w! (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @"VN FROM RIDGE FASTENED AT EA. END / EACH JOINT wl (3)1Od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE V (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED — THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'7" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w! (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ T-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° 1 GABLE WEB SECTION K�2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `D `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 00 1/ " 00 (2)16d NAILS 2"x4" CROSS BRACE APPROX, 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� (3) 2 x 4 LAMINATIONS W/ (1) ROW �� (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 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 O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION BOU CM SAMEON LS. (ONE INTO EACH OUTSIDE FACE NUMBEROF ROWS, SAME SPACING) OF D SEE TYP, WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S'J i 1INIMUM 2x ,ROSS BRACING SEE 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 vvi. i . u�r•u �n...a GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131„ AILS EA. SIDE 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 'IT" ON TOP OF PANEL) [L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. SCJ 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) 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 1Odx3" @ 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 WE 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 DETAILK 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTIONK"4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C \\-MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo -9 o CORNER JACK Y � U tY W Z cr U HIP FRAMING REFERENCE PLAN L ki 14 NMI ON �IIIA III ON � oS u0 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) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CIQ N c Ln '- O C L. `1 C f0 C> N - m x �U-a N M = ` N — L N C1 J N 9 Q N s E t c � 3 �dd� �. d r 5. >* o d 5. = T a -In E a v fIll V (0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a O N P. -W 0C 0 'A LL v 0'u V) a r�io� . a L Y z JLLLWa M 7" L W `0 � o rj i oQ t .� N G m W (a5 d W .0 w N M Z N iE 0 Z 0') ❑DD W z � z � z o J Q Cl- - N LL 4_j N 0-' 0 W s N c Y V) � o w $ r I _ V 0 c Q � � o w M O Z Q 5 E �g ao o zo oa 0 0. U WIt �4 rn a � 0a< n� z� 3� W T a 'off Z 4� U = If v zla $ >M � O C rn m m C9 � N co LO T LO Cr � r- ^� I..L V /LO m O a) O n .n Cl) O L0 N Q L0 N T �-- N M (= LO o Z M Z E 7— N c 12 tl 0 U Jca Q JOB NO : 23-06107 SCALE : AS NOTED SHEET NO. S5 3 W 4 0 i ix m N av N J 0 C> 0 N g c c 3 a 0 E f— x a 5 81 a) LZ N N 0 0 a N LO L 0 0 U 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z7 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" 0/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE�o- SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER\N I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 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.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E: -k 4 e M ItII � — ��� II 6x6 W 1.4xW 1.4 ll_�7 a a It . . WWF OR FIBERMESH 11i7�jj'(� TiT—ITT I I II c .. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �-PRE 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 - [RSHI - 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. J J 3RD LAYER 1/8" THICK. U Lu —INSULATION PER CHART ON FLOOR PLAN rB--"Y R -• S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT w f EACH FILL CELL TYPICAL �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /- NOTE: EXTEND DECO FINISH / 4"10 6" BELOW GRADE INISH GRADE "' ' 11L1T<" �STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR — (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-CLEARANCE TYP 2-STORY WALL SECTION REV, 03.16.21 SCALE: 3/4"=1'-0" S'6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od 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 wl (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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TTO 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 9 PLAN INSTALLED PER MANUF. 9 2"x4" CROSS BRACE @ 48 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. 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 TRUSS 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 W uj to (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER a SECTION X-X IF uj NOT FULL F HEIGHT SHEET- Z z Im G FLOOR SYST M Zx4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION g MASONRY 1ST FLR. SEE J/S6 S6 3l8" SPAC @ SCALE: 3/4"=1'-On SPAC FOR ADDITIONAL INFORMATION. S 314„ 1 TRL RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL THING SEE SHEATHING SECTION C/S3 FOR SPECS EA 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 T (3) #5 CONT. ON 3" l 8" l 1'-8° 1 81, I MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3l4"=V-0" ADDITIONAL SLAB INFORMATION. T 15/32" OSB EXPOSUREI F FF SHEATHING SOLID 2x rn C BLOCKING @ ALL C SHEATHING p rn EDGES (SEE OPENING SECTION X-X a uJI x W ON x E 2x STUDS BEYOND. rn SEE PLAN O h SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT i PENETRATE SURFACE MORE THANYe". r— rn i QA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Sd COMMON NAIL Z u. = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. p QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 wl 8d COMMON NAIL J LL O a O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER —w{ O O COMMON NAILS @4" O.C. (2) ROWS TOP & BOTT. d (0w/ in OF '0 0° u'�. M F OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL C, w O p MEMBER IF GABLE END C " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED — CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 * DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 0— SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS ! 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. 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 4 -4 • III-1I1=III-1I •' -111_1I 11I II -1 11111 111111 1 1111 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (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. 00 FINISH GRADE 5 r ;1111 - 11 q (3) # 5 REBAR ON 3" CHAIR 4" I V-8" W/3" MIN. CLEARANCE t ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 M N�' Opi. CD �-o coC3.�u s C= C=0«cc ©•_� T Vf a _= = E 413 o a � .N\ ��• vc cl U i Sao To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA a _ O E -" fV 8 4 � o 00 N t� 7 O drn �" C h J �S n't fA a U) l� r- U. W N C)a 9 J a Y LL LL ° Z f6 q c m� W � N � p Co J g i�rn d � n�Q��z W GO N N Z U h a Z dLLo❑�❑ W z 2� z13z o a v a v z_ 43 �4-1 CD LL fC3 � ,,, Fe �0 V) w � N YZ = '9 Cn „Uw L I w z N� u Eo a o E Vi �o o Jt 3 U z m m 2 9k i �2 � y cn O C `� mo 7z z � a� �8 13 8 3 abZ 0 T m asS � "r 0I�k ° 0 c O > (� rho C9 L_ N �"- T LO r M r a. r/ V JJ m V) O .� M O LO NT E N "LOZ r0 Z 3 E T__ «? c m a U _j v Q p c JOB NO : 23-06107 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH_ INTO STRINGER HI D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS r P1n nlnf Aa.Ir% f%I I k I I A 1 rr'1 M h A A Ttl1 Al 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' FLOOR JOIST STRINGER MUST MAKE FUL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO F 2x8 SYP 2x8 SYP 2x8 SYP IG1 2x SYP CUT TO FIT BEARS IN WALL -------2x12 SYP BEARS IN WALL —2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN }" ; AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" J/ NAILS) / SECTION VIEW "A" SCALE: V = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL E SECTION VIEW "B" SCALE: 1" = 1'4" ALIGN THIS STUD WITH FACE OF 2nd RISER / / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 •2x4 PT UNDER 2x12 C PROVIDE MOISTURE PROTECTION [/AACH ALL COMPONENTS STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / L— LX4tiTF't$LU1.iKINti FOR STRAP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS \ `1 (SIMPSON MTS12 w/ (14) 10d x 1 1!2" NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 114" 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 NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS I 2x8 SYP DRYWALL STOP MUST ILNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1, x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER -_/ FOR DRYWALL SPACING SE SECTION VIEW "E" CTION VIEW SCALE: 4" = 1'-0" SCALE: 1 " = V-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C 1 NOTE: 2x8 DRYWALL STOP \NOT SHOWN STRINGERS G. 1SECTION VIEW "C" \ SCALE: 1" = 1'4" TOP OF STRINGER --2x4 BLOCKING FOR 2x12 SIMPSON A35 4- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM - GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR1t"X16"LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F ON VIEW SCALE: " = 1'-0" PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST 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, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RI S R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" era N 0 N Ln _ .p J C f0 CV —_ M •y � O � u/ o Q rd+ N Y 3= m ar CaY � `i G t G aI ._ CCD cm E o a tj `o • ° �L/ Air, 'f.l ZZ e ' 101 �r�f'it�lj?9Fi•e1'l.- 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 �. o E $ CNN C s aV � 1 . LL LL LL - a 0 Z zcc ox�� W �inrn d m � J W _ IL M Z U tVi) F Z N oci ❑❑❑ W c9 7 OS jZF;Si z� J U) N z �C3 c� +-jLU N M 0 ru t!1 � • V oil ~ CQ CD U_ > a Q o E V O' U °z z a qo Ez � v C Qo x 0 �f o� z zc m v 1� az 8 cos g aZ =,. W m oI J �S .6g 0z g� V 1 C) >M cc C ar rn m i, r` N T .- LO Cr T VJ m 0 N 0) 0 co N LO LO M N M M L o z c E T Go)ui M U � JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. ST A 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. (TYP) #5 REBAR TYP, ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" r FURRING 2 ROWS 3/16" x 3-1 /2'r FURRING 3/16"0 X 3" LONG 3-1/4" LONG X 3/16"0 L FURRING () #5 REBAR ` AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL (TYP.) STD. 90" ` If @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12' O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 31 f:j L I EDOOR METASEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND N. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT 2" EDGE DIST. APPROVAL FOR CON71 ' JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/i6 x 3-1/2 O.C. & 4" FROM EACH NZ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ +2„ @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/L ' w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 LNOTC ' ` INTO BAND JOIST & (4)1/4"x2 3/4" BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ' ` ±5" FIRST 2 COURSESFILLED TITEN INTO K.O. L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER —4— FOUNDATION PLAN FILLED CELL INSTALLATION KH" RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W! 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS • ' FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID w/GRour 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN •. BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS 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"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA • 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK NARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. • . SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. OVERHAN .�,.. �; • :.'.,. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\\_2 ()x PROVIDE TAPCON WITHIN ARCH FACES W410d NAILS THRU OSB INTO 2 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 1 112" 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'/V WOOD „ -- _--_ - � 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. SCREWS @ 16 O.C. MAX. OR 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'-0" SCALE: N.T.S. SS 12F JACK TRUSS PROVIDED BY 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 INI H FLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4' x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE °@ ► '.� ' B_B /4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL _ ► • ! •• #5 BAR 2-0 8' SIMPSON , STRUCTURAL SOFFIT 'V ' jo° ° .'► D .. ° CENTERED W/ g BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5A S F01 ' IN TOP 4 BLKG. & BUCK 2X6 TO 2X4 w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS • 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► o ' KNOCKOUT/ N THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d . NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING • PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) ' •� �.. SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL .► ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2 -6 „ 2x OVf ° STANDARDc? BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Rh'A �. i 90' HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + LF + + N/c,T (2)10d NAILS @ 8" O.C. H #5 BAR IN _. TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD + + TO TRUSS TOP CHORD FILLED CELL - - � �' • � 6" ' • ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: �. I BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW -- GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •; �' ► �' • �' • �' • VK- 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 rK 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" SS TRUSS + REQUIRED TO + + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . � . SCALE: 3/4" = 1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES � NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR •�• , CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. 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 j EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL% A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 � 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 o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" U) SHALL APPLY TO PANEL ANCHORS (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° �► O U A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;,: > ° , I It 116 SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR w U 1 REINFORCING AS FOLLOWS: * SEALANT — ° 1/2" NAILS TO STUDS & (1) - MORE INFO U_ a ~ g 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 ° ° EPDXIED w/ SIMPSON "SET" ? EXISTING EXISTING FOOTING NC. (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL L EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. ►.° 3PM NY EDGE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. . ► I r�' SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p g G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° ► `"' ' REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z \ P H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 1k\ ' (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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION ` RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" . a 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" 0 0 d W t-� t-o Cn co Vlc I.L fL �© t d s E c ,= � 3 � C= � �•0 us a a c E � o a � a w U �,�,0 V•Yt �'C rrl, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C-4 M C 64 O � � J 0. QLLLL a Y t =g o 0 o 6 �NID m LIL W 0 W J0ZLLj W Z� N (i of Z rn Z Ov S v) N z OU ❑❑❑ Z W Z N in z z � � ti M N z j O W 8 N c N N -3 in U w ® I <1 • U o ¢ Y � w yy g� a p CIO a00. 0 n E CID �< �U a z � `n c a `= x o& ZZ z� aci g� W m �W Fk x � d Q � IIIIIIIIII' I U URI �O > M � � N co Lr) T r- Ln c T m L0 N 0*) cM O Ln N Q N T M N o Z e 6i LO E a y c°� ¢ o c JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. SS 0 A 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 YY/ G-IVu `L" Ll1V11 I\V VV YY L4 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 ITI I-M 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----/- WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN I EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 04 PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS M VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT FOR B SEE FLOOR PLAN --' SEE PLAN FOR RG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'1 a w 411 z ^ U) • a N PORCH SLAB SEE FOUNDATION PLAN w (2) #5's CONT. T&B ai z W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH '- EXCEEDS 30" LOWER OR GARAGE SLAB 1,_411 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SES (2) 12D NAILS —I' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION PORCH SLAB SEE FOUNDATION PLAN 1'-4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" 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 CM BASE W/ (1) #5- II w/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE T=MMM (3) #5's EA. WAY- J� ju I • 811 SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN 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 FACE EXTEND SLAB 1 1/2" SEE CUT (2) #5's CONT. T&B w/ �, z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. SIMPSON LSTA18 W/ NAILS _ SIMPSON HUC410 w/ (14) CENTERED AT 16d INTO HEADER & (6) LIT O SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER I ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION IN REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r1 nT 1 r'1 A 1 n OPTION A SCHEDULE/PLAN OPTION B EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR r r' SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON - SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. i SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR T P FB AM SEE PLAN FOR CANT. IF INDICATED 0 CORNER- SEE FOUNDATION I [�PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. ju SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ J OP WALL EE PLAN Y2" CDX PLYWOOD OR %fi' 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 @ h 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. I. MIN. 6" EMBEDMENT 24" STEPS - - SEE PLAN FOR OPT. STAIR INFO. IF j •< CONCRETE STAIRS 4 FORMED & POURED e SIB HOUSE W/ (1) #5 EACH STEP c a (2) #5's CONT. T&B e1 W/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH 4. EXCEEDS 30" GARAGE OR LOWER SLAB SEE PLAN SECTION-@ GARAGE MONO 21 SCALE: N.T.S. ze a _ in ;; �G O w e o o � = • c'ovm ]1 N &A- N C d �o y N a 3 mo.�d Z E d�wQ 3 3 ` >- o d y "EL R o ri, v w I"; �- FLOW �..`.�ti'���� fill II€ ll"i�'1`, To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 4 �E�pS 8 � p N N� Lo y c aV Q 'm LL uJ r tZL' u-W 0 a ai I W u- o ° a z �� �- z 'q_ cc t :12mNt; & 9 Wr°n2�O1 a00 z to N M Z N F Z O V ❑❑❑ W (D 2 z N z � z � � ti V) Cl) z (V o �U_. O V) c c� a = d c < a� Q sl� o � K Z �E o ou a� E E U FrO ry Wz a Z® n w j g6 g a:iw Z LE_ Y x z�� v >Z Wr W gg N W �I 9 a ° 4 Q Z >M 0 m co � N CO L-0 T r- Ln r� Cr c T O N Qi M O L0 N Q � N T 0-P E N � T M tM �; L o ? Z E T c a 0 ¢ o JOB NO: 23-06107 SCALE: AS NOTED SHEET NO. D1 (MONO) I I I I --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING. IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 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 JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS -.o. a•o• �ru "a.o _ 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END L , q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER LLo G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF �, AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C ;: B) B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 JKKEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS •i AND MULTIPLE STUD PACKS B O RSILL OR HEADER 2 x 4 #2 SPF STUDS G (Nj 2 PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F I TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. " F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ;.°o.A. o g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH —SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP_ GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT " SURFACE d 2x4 #2 BLOCKING I NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING ' ,='%'� : �, " (2) 12d TOE NAILS TOP TO RIM BOARD' -%'"" & BOTT. CHORD AJS BLOCKING PANEL @ 24" . "J O.C. (MAX) AND @ EACH GABLE END RIM JOIST ,7'f END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. A 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS �\ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, .'' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL ---- _ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ WOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE o I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ � MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B I to SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK 2 STORY COL. STUDS BELOW @ GIRDER � SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 • TOP PLATE 2 WS 10d @ . 3" 0/ N • �TF�B'2x�T0 TOP SPLICE PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. LDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. ll BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE -NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ram' �•o `.i -ADDITIONAL STRAPS --SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. o on �� o sr- o � y c u- c3. �a i •y -o ev � N daWd y^ E d o S cc .� A E o e. IW R U L O �o .......... To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW o E N a S N8� N V 6c''Q, w 0 ;—,� 0, LL LL 0 U) di rMLo Q JLLLL rs ' Z v0 _ z ��;' o°o oc m � 0�A UW z N M Z N � o U O00 z _ W z V I �- N z U N U. �U 0 w J y o M N q O Z LJL C C zn oLL i a^ go o E H r0 0 s 0 Z® O O � � It CU ZXV _ L qz w� wz �w � C/3 4q ,pi 7! A g� W a� NW �r m a l`dz �F 7 F �O t .0 C:) N = > M d' Coo' 0 � N co L O �-- T Q rT cc Ci' m Ln O M O Ln N Q IN T ai M 4 M C= � L o Z z E T— m JOB NO: 23-06107 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 CODEREQUIREMENTS 6) TOOLED SEALANT BEAD BRIDGING - CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 f ' in each detail that corresponds to the numbered items in the list o Instructions 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 "' WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 7 ` DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN S�OPE1-- V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu W Ili a 'v a, a al a W uJ U w Cr Q IY Lu Cn O (n DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING rTCH HERED FLASHING 1 2 4 5 -ia _ PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 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. R703.7.3 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 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 Jim CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING --, LASHING 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 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 (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER �' LI 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 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. 6.6.At wall and roof intersections. w t R t nt B 7.7.At built-in autters. 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 II' yea THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er ests a arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -- -{' DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY - - SHEATHING, 'OSB', PLYWOOD, DENSGLASS tt\�Z�LL STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 71 V�, SF LATH tBACKER A ROD IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 N O nil - o o s o x N MCA LL t1 --ZWN O> Y 3 Q+ m CD- �s a� u = ,¢ a 3 3 ` E ev o a� Q c� N N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and speclAcations 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. $ oCi -E�. 0 79 (ag 11 9�0 IA rn N o f " 0- W a w a LL ILL a Z Z z mC� F r mo_ o 0M od0 N rD m W fa3 W ��T LL 0 a z CM Z aN Z o Ci ❑❑❑ W z19 z o v N M U) N z �o ru w 0 L" r6 �- a r= z U clf Q Y 0 N ODD UL L. a o a' � �o as E: v O E OQ �o UZ CZ Z 5! 1n w Z Z_J 3 W ZO ws W m a� F1, °_ yy _ �, sr' zl°d a� O S O 0 L.L c� � N (0 L(') T" T LO Cr T 100 LO M 0) C co N LO N LO Q _. ,- M M M N 6i Ln o Z z E T_ E coo c a v U _J Q p _J JOB NO : 23-06107 SCALE : AS NOTED SHEET NO. WP1 00`1100791AN110071AUTYWAY Mounting Brackets 04 Gauge' 4-112-x 4-1 f2' x 2-12" See Anchor Schedule Bolts 112" Dia. A325 Gaty. Is tTyp.) 0 1 t 0 !�: ' lkl4Self-Drilling Strews A/C Urilt Bottum Edye a H1 rrlcanl' Strap (Typiral: 3 in front) Front Cross Support (May be Lut to W ) Left Bracket (16 Gauge) #14 Sellf-Drilling Screws ThrLI Brackets & Bark Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) 1 o-sisr JT7Z�! 11 .P'6 washer& / Self -Locking Nuts ]fdn.J LA1.0- dutrlatusns err )wan-nlc.l wait .sal, H.I.-.Au BmLL Rallied Seal Drawing availsNt upon tequL+t l dieemal fine sea apply) Back Cross Support {May he curt to WI Right Sracket (16 Gauge) Florida Department of Business & Professional Regulation Fegal aT Building Codes and Standards 12,62021 Product Approval Application Detail ,� w.. �t . w7inir an » ':' j!rn--. tier . ;�.; Y? .p-- 1 ., .^ s, u �.,�,!'Y ry ,u1,t' .ikS 'rdA ,�n.�4r ! x !din^ i iq':�""n h :1W"' -'^ X^' 1 1 at..g1,;IV0. dR'd t� v ;0(".F 5 as s,l':akw 7 ., ��, ru,j, ' Y1 I ,11n,., ;Y ,u � !� ,. (1 tit/'�/..,ell �". y"a^a. ,; � .. � � -f: T+>rK e ' i :,: ,"... � T -. �. � 1 '`•: .::4 (. ��...�. �e,. .+.Y.�„ „n, k: L, a<5: 1. ,J,:IrV,��a."1�„� ,C, =1.c.. H f ;�,5.- •^. ", �e,eAxS .71... ,:". ;.c,.1i)L<„}>+'�n.S�.n��lq'1')°�,I��hr ,d �'. + „-�A, ✓:v!I i� y. y, .-rBY+�I qa T,' :�. 3'>'; s,: c � 11,7 , n w •:i:..: W ):�„ �; , .Iron{•:,4tp) ,a nk.;,l , ,. .. ..,, r3 .. .. _....,.- r Sri entltr or Wit 2111A Do* Pond, fto MW Vernon siemienuner nda rna ClirmuL Indm.Uga Vddelad Its Vad clod ammintd F&C Amrorr ADg[gYee ffigm Ammatlon 2020 Smart Vent Produce Inc Mo., Geham Hama. F. Norero P.E Lack. sound- P.E 12MOM20 12/162020 i2282020 /pproed Category: anuourol Canponads (077) 441-03M FE-73770 (334) 300 16011 "Cat"Eir. Produda nlmddCed 060 Rerun of IMoosh rt"Atcom Ned Technology C.rrpllriee Medled Ewluefim Report I- a Rodde Registered Ardhked or a Uo-sad Ronda 1'.I Professorial Engineer Id, a PradudYadat.RaneyeatMama 9uallry.A✓suranso Aa9raredfor r .Qsil in.HVHZ Use Asorowd Dufaidad= for Use yogis auultmt Design Fromm 1 Bm6nV-1 Mode10154Q510 Du61 Fuzfi Flood Bnd i/W ldon Vent 12/312023 Y» Yea NA •10oF100 2 9mertV-1 k4Wel#1540.511 Duel Funcgm Flood and Vantletlon V-1 12/312023 Yea Yea N/A 000A 100 3 emadVem Mode,#1540-M In Listed Flood Vent 1NJ12023 Yes Yes N/A e100A 1 DO 4 SrmnV-i Model(N540.321 m6Wted Flood Verdi 1znl1 23 Y. Yes NIA ♦101 00 5 S adVant Mode101540-524 168twd: Gwaga Door Flood Vent nN312023 Yes Yes NA WA 6 SmartVent slode101540570 Wood Wall Inmisted Flood Vent 121J72023 Yes Y» NIA .100A1DO 7 SmartVent Model #1540-574 14.5&qld: Gore Door Food Venl 12/31,7023 Y. YES NIA H/A Florida Department of Business & Professional Regulation FEW oft Building Codes and Standards 1114=1 Product Approval Application Detail F xP r •N-'.� '-1 'tn. T" >i 31,6 !�'".# '"?'`: .1. .. dTL/' +J 'r Y 7 / - .. S� anm of Alb Alt Da* l*ndna„ Did mm XKM lllm(agm l ou= INA99 d eat vaults lLAM= i9G.Amom Amm2nd r4Laa lit"Non 2(320 Dfuel Metal. Inc. Jason Shumate Zachary R. FineN Lodre BoNden P.E. 08M022020 020 08MW2020 0and 1 a132020 Ppprp ad Category; Rooting s02t 3011511 PE-76021 (334'i 300-1 ODD SubCategory: Metal Roping llhurrate®dwir at.cam Como anon Mahon EWUatb9 Repo from a Flord. R.0t and Arcaeect or. Lben red Florida Professional Engareer FLA17811411 Products Quear Asalaanc. AOardwd la Use AperovidlarUft INeffiI Dellm Prodlad MOdr, Usable Or Rama $�yctgwriall g Cared &wu zio n Ode InNVHZ out" N"a Resistant Pressure 1 Drexel Meal Rooting SY.1- DNIC 1001,16, DMC 150SS, DMC 1155, DMC 2008, 1213112025 Yea No NIA 10A180 DMC5V Florida De partinent of Business & Professional Regulation page --r Building Codes and Standards Product Approval Application Detail '1•' t F L 1! ., r «.,x rY-.. r, ,. �.e-� 1 ...h.. 1"s n rr'r, s4 ..F+k, �, .,. a„i - :r' .. � ,. �l1 1, ..�, v -,. fP`' -, r'. - e h,-qt �'" :7t... W `7 �k- 1: ,'.r , , e'N . IInm pa go Deb prlorm ➢u I= )-lm sagualggg( raw Valleated sir Vajdadardl SiLdniniftil FMC Aamaval Hamm Re,1sim 20M Thelma-Tru Ca portion Steal Josprsal Lrdon F. WIWI, RE Ryon J. Kip. P.E 04/152021 IWV2020 04/222021 0004 1 Appro.wd Cateporr. SAM., Done 000) 843.7426 PE-43409 1613) TS7.6555 OubCregorr• Etwinging Exterior Dom Assemollea 91MCI'Mrothemamu.0 Corrpll-cos M4mod: Evolution Report Soma om Florid. Rerstandlvdlaed a9 Licensed Flondo Fade»ione Engineer FLOMI kMmoximate Quiet Assuming! Aaaoved for use 622MUd Pon &I INlm6 2nim aSJt hodi Equal. Numb. or Ramie Product Doeorlodam - In HvHz adalda kI a l!>t� I'QtarQ 1 e. Th.m1e-Tn, Flber-CAessie and SmwWRSler mminal 8""s 6gid:ImpadBgUd; Opaque 12(31202S No Y. Y» WA Composite Edge Fbrglus Single Door ton wSproUteaft X wr8puratlan 7 b. Theme-Tru Fib.-0-0 and Snmth-81ar Nomina1660368 & E,41.p4d6qud. Opwe 72031 M78 No YE, Yes WA Composite Edge Fbargess Single Door with "II.Ce) (Inswingloutewing: XO. OX or OXO mrMguraSms) 3 t. Thermi-Tru Fiber-Gassc and 3mooINSlar Nominal 0&MSg:66gtd l.Pad6qu0L Osage 121312020 No Yas Yea WA Comports Edge Fberplui, Double Dow With or without Sheet» (bwnglOulsVmnD XX o OXXO oomipwatins) 4 d. Tha -Iry Flbar-Ciaxelc and Smooth -Star 5 n. Tinem,a-Tru Rbar-Claavc and Bmeolh-Star 6 f ThaYma-Tru Floar-Classic and Smooth -Star 7 g Then a-Tm Fit-Claewc and Smooth -Slat a h. Tnenre-Try Flbr-cystic and smada-Star 9 1 Themes-Tru FI6H-0a"k and Sncatn-9fer 10 1 Th-no-Tru Fiber-Oessic and Smooth -St. 11 k Therms-Tru Flo.-Clasro and 6mooth-8ur 12 1 Therms-Tru Fiber -Classic nor Srrioalh-Ste, ill on Themsa•Tru Flt1.-CleaacandBmodh-Blsr 14 n. Thelma-Tru Rbar-Casa. and SMOOM-qar 15 0. ThemieTru Filer -Cal and Sm0011i 16 p. Theme-Tru Ro-Cask end Sr-olh-Star 17 q. Thorne. Tru Floer-Classic end 9-th-Star N rrined 96039'0 & 1 d: d&W dO peW Composite Edge Fiberglass Single Do r"ri taws ;Xaen4 radon) 1 NOu n9 9u NaNnal 6&a3a;0 &grd;krya.Lqud: Opaque Carlposlte Edge Flb.glu» Single Door w1h SId.11We) ilnaw rioloulewing. XO. OX or OXO O V ..III" Narun.1 O&OW.,0 "*rpadbwoL Opaque CmlpoMs Edge Fiberglas Double Door with or vMhed ad.11- (InaMnglOuleMng; XX or OXXO Onfiparetiens) NaWnal 66039A egrd.slpadawd, Grazed Cwrpoula Edge Flbrgle» angle Door (haNn6r0U1s1alnp: X enegunson) Nwnnie 68,439 A upeCimpsoLquot GO." Conpoan. Edge FID.0008 an910 Dowwth adeeb(s)fln rigAttswtnp: XO. OX or OXO cnfo-din. Nominal SLOWS &gOd:knpad&w0rGlazed Composts Edge Flb.glass Double Door with or wan out SIOattes (InaainefOutwing: XX.OXXO enfighimion6l Nominal 8&R39 A &wot"06wd; Gazed Comport, Edge Flb.glas w Single Do (haWng/Outswing; X cntguntln) Nadnr a&*36:0 &wd:krpxd&qud; Glued C(xn"le Edge Fberaless Single Doarwah Shalaes) 1lmwing/Odavnrp; XO. OX.OXD cnnpmrlon" Nominal 06#380 &wot;hped&qud Oleeed CarpoW. E09. Fiberease Double OW WMn o without adsitee On$nng/Oubwing: XX or OXXO owagursline) Narinal 66039:6 a: d oL Gazed &qu erg. aqu . Melded Open Compoa6e Edge FW*r^" Snglo Door jhawwgx]unwirg; X u:onfpuial Nominal 06*39.8 &cod Wninsel&WOt Gazed .it Open Composite Edge nb.gH» SMpla Door with d.zed Melded Op. adelitoW (InwingrouHwing; XO, OX or OXO cntguntlaw) Nommal 66e39:8 &gud;k 1padLoud, Glezad Molded Open Composer Edge Fbrglass Double Door with o,41thaa Glued Molded Open Sldelles (In"nofOutswIng: XX or OXXO eamlguratinq NaNnel 68039:6 >d;lnnpad&quat Opaque Composite Edo. Reargue. anal. Door In Moded Open adelkt(sl (lnaW,W xvMng; XO, OX or OXO cn8gu nd.n) Nominal 6&e39;11 &qud;knpld&qua Opaque Comport. Edge Fiberglass Double Door witn or without Gl l d Molded Open Sidabes (InaingrOut-Ing. XX or =0 MAguruns) 12/312026 No Yaa Yee WA imi20N fib Yes Yes WA 12/31/2026 No Yea YN WA 1MI2ON No Yee year WA 12/312026 No Y. Y. WA 121312026 NO Yes Yea WA IV312026 No Yes Y., WA 12/31/2026 No Yea Y» WA 121312024 No Yes Y. WA 121J1207e No Y. Y» WA 12i' 2026 No Y. Y» WA 121312M No Yet Y» WA iminazo No Yee Yee WA 12012028 No Yes Yes WA Florida Dopertmerd of Business & Professional Regulation Building Codes End Standards Product Approval Application Detall - Page 1 a 1 115/2021 u ` i x ( 6 1' "'�s'r�� �"! 'aSrp t v u a 4 1 �' +nA .>)` t i n, h 1x ) . r r �,1t,1+'t , , . "Y1�J. ,l" ).,..,.o�� f ., ,,,,ti, l x ; � �/ , -;Ji ! � !I,•d ,T k, a l .S Yha'1N ,/;', _a, `..5 .(: , 1 Lna! amuLOL am Due Ode Hnam Dora alga Ydtrilaa 11-fa uner Leolam iggosll.smu. Yalmua9.lat YAU Wd §A&MBla9 FM Am ,l ABOEUW meld R-J.- 2020 POT "101 9 Jens Ron"arl Manor -Dade BCCO - CER MIamFOode ECCO VAL 11112Y1020 1WBM20 11242020 ApprovaO oeagZory: Interior Goon (041) 4M-0100 (Fast 315-2500 'Cotagary: aiding Exterior Door Assambkae )ro.ower@p0tbdueM4to C.rpiiariu MNhod! Certmc4tlon M.& a Listing tern dialer Aasi+anc AOoravadlorUN Astor Use kww RMM seats Round llod.l. Nrrb.or Norm Aatluet D.earlagn CoMreet ans" an Dato In HVNL ox touts W.W Rarsry lana h _ B 8Q0.6170 IL.rge Full etped) Vry Slang dos» Doer 04142021 Yea Yet Y. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 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 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38,3 psf 12/31/2023 D. METAL 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 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16t2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underia ment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off midge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products Inc.High g figtit Concrete Lintels State FL1774 N/A 5/25t2024 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 pager d3 Building Codes and Standards 125022 Product Approval Application Detail �y�,� 4 o ..,.. I,. .G r a'T 1syy J-;�:Yafl,,, f„d M1 :?,ti>^M,M t. h r•r. (4 $hvi�,�k Li rap Ai,r :dd1 P"7 i�rIi:U3� tuGtn.'k. 'si L'• , ,ol r. �.,. a '�•,n �� ..vA , : J gars., ,tc ago EMltrof Rob aft DafaPandlha !� i191E Version EIA6)CAfib= SontacS L^ 6EY L Isl6 SlllafLi.LL4genL:rF 4.ucen�validated B f, b� Validate 3uQmithad P13C �ge r tP lror�l AporrQYffi ffiNl! Revision 2020 Them al Corporanat Stew Jasperson Lyndon F. Schmidt, P E. Ryan J King P,E. 07123/2020 07M22020 07120/2020 10113rWo Approved Category: Extww Doors (S00) 843.7028 PE-43409 (813) 767,8655 SubCAtpory: Scarping Exterior Door Assemble. simpersonamemalW.co Compltsnee M$Mod: Evaluation Report from a mI Florida Reglatsretl Architect a Licencetl Florida Professional Engineer EIaaD�LessrrnaHgm 4" Orullbr Aseudnlle &02= ter Use e Prod uet Motlsl. Number or Name Product DefcnoGet CConttagt Exalrsdon Date In HVN2 Dulaltla R p 1 a. Ttemna-Tru Fiber -Classic and Smooth -sou Nominal 6&M36.6 Squat lmpact6quat Opaque 1213112022 Yes Y« Yes Composite Edge Fiberglass Single Door (InsWrplOutsWrug; X confiig-bon) tittt7 2 b. Therill Fiber -Classic and Smooth -Star Nominal "#V.s ".lmpact" Opaque 12/31P2042 Yes Yes YES WA Composite Edge Fiberglass Single Door with c C 81delte(s) (ImwinglOutsWng, XO, OX or OXO configungons) 3 c.Therms-Tru Fiber-CI«sle and Smooth -Star Nominal 81141*6&quoOmpact" Opaque 12/3l/2022 Yes Yw Yes NIA .y Composite Edge Fiberglass Double Door Wth or N Without S"Wm (Inawing/Ouwm": XX or OXXO a' Q -' 4 d. The ma•Tru FlbenCl ... and Smooth•Stor configurations) Nominal 8&M39,0 "lmpact" Opaque 1 W1=2 Yes Yea Yet A 3. Composite Edge Fiberglass single Door ail N OnswrlglOulsWng; X configuration)? C 5 e. TMrms-7ru Fiber -Onuses. and 6moothSbr Nominal 8&M39;0 aqud:lmpad&quol Opaque 121312072 Ves Yee Y WA O7 Q Composite Edge Fiberglass Single Door Win OC SidNke(a) (InswnglOuerwing, X1J, OX or OXO 3 ` configurations) l0 6 f Therma•Tru Flber•Clae.c and SmodhStar Nominal 8416a39.08quotlmpa(36iquot Opaque 11312022 Yes Y« Y« WA •�' Compoed. Edge Fiberglass Double Door with or r � D p� without SNeln« (IneWnglOuniumi;,, XX or OXXO . 7 gThernna lFitur-CMcab end Smooth -Star configurations) Nomina188Mll 84ucflmpact&gU0L Glazed 12131=2 Yes Yea Yes WA y .O Comporta Edge Fibaplass Single Door Onsving/Outavvirlg; X configuration) 6 h. Therma-Tru Fiber -Class. and Smooth -Star Nominal O&M39:8 6qu0Llmpecn6,quot Glued IM112022 Yes Yes Yes WA d Composite Edge Fiberglass Single Door Wail Sidelke(s) (IreWnglOulaWng; XO, OX or OXO configurations) 9 1 Thernle-Tru Fiber -Classic and Smooth -Starr Nominal 0&M391,8 kuotlrnpaa&qua; Glued 12/31/2022 Yea Yes Yes WA Camporte Edge Fiberglass Double Door Wth or Without Sklelbes (Inamrp/Outrvlmp; XX or OXXO configurations) 10 I. Therma-Tru Flow -Classic and Smooth•Ster Nominal Skis 0 "Impaa" Glazed 12/31r7022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (I noWng/OubWng; X configuration) 11 K. Therms-Tru Fl1ar-Cl.sslc and Smooth -Star Nominal &&439,0 8quotimpectSquot Glued 12J312022 Y« Yea. Yet WA Composite Edge Fiberglass Single Door .0 3delte(s) (IrlsWnglOutowng, XO, OX or OXO configurations) 12 I. Themni Tru Fiber -Claw. and Smooth -Star Nominal 8&039,0 &quctlmpaot&quol; Glued 12/31121W Yes Yes Yes WA Comport. Edge Fiberglass Double Door voth or Without Satellites (Iren ig/OIAeWrtg; XX or=0 configurations) 13 m Thermo-Tru Flbor-Ciao. and Smootn-Star Nominal S&03D8 ",lmpact" Opaque 12J312022 Y« Yea Yes WA Compoerts Edge Fiberglass Sings Door With &quor,Non-InidecAquot Sidellbe(s) , % or OXO.amnia orations) (Noml elatim'8 14 n. Therms-Tru Flbar-Claub and Smooth -Star equoicim ped", Opaque 1201 2022 Y» Vas Yes WA Comports Edge Flborglam Double Door vith &wotNwvlmped": Sldelitu (I nwang/OutsW rig; OXXO configuration) 15 o, Therma•Tru Fiber-Clauic and Smour"tar Nominal 8SM39:0 "lm ototAquot Opaque 12/31/2022 Yea Yee Yes WA Composite Edge Fiberglass Single Door Wth "Non-I=rcl" Sidellbe(s (In.wtng/OutsW 4. XO,OXor OX configurations) 18 I -C thSter p. Therm.-Tru F oar .I«cb end Smoo Noml / 1 mans& 38;0 squat mpaot" Opaque 17J312022 V ss Yes Yea WA Composite Edge Fiberglass Double Door Vieth "Nortlmpaof" Sdelltes (InsW nglOutsW rg; OXXO configuration) 17 q. Truamm-Tru Fiber -Claus and Smuoo"bor Nominal tt&M G &q.. Non-Imperd&quelt. Opaque 1213i2022 Yee Vas No WA COmpoama Edge Fiberglas& Single Door OnI1Wno/OutsWne: X configuration) 18 r. ThernlFTN Fiber -Classic and Smooth-Ster Nominal 8&M39,8 Squcthlon4m loci&quat Opaque 12/31/2022 Yea Y« No WA Composite Edge Fiberglass Sinak Door with Sidelte(s) OrleWngloumWng, KO, OX a OXO config uraton0) 10 s. Tla.rma-Tru Fber-Classic and Smooth -Star Nominal 6illi liquo0on-ImpadBqud; Opaque 120 r= Yss Yea No WA Comports Edge Flbarglou Double Dow vAlh or Without Sdrlt« (IrMW Ip/OulsMrp. XX or O)(XO configuration.) 20 t Therma•Tru Fiber-Chssic and Smooth -Star Nominal8&M3908quot.Non-Impo&Aquot Opaque 12/31 reM Yea Yes No WA Composite Edge Fibegl.w Single Door (Inswin9/0u1awing; X configuration) 21 u. Theme-Tru Fiber -Class and Smooth -Star Nominal 81603" " Non-Impaatilquot Opaque 121312022 Y" Yes No WA Composite Edge Fiberglass single Door with Sidolte(s) OnswinyOubWng, XO, OX a OXO confiourshonal 22 v. Therms-Tru Fiber•Gsssic and SmootN-Sbr Nominal 8&M39;0 &quo0bri-Irnpad"e, Opaque 12/91/2022 Yale Yea No NIA Composite Edge Flbeirgims Double Door Wth or Without Sidelines ((Irving/Ououving; XXa OXXO configurations) 23 w Thermo-Tru Fiber -Classic and Smooth -Star Nominal e&M39;8 8quot;Non-Irnpact&quo Glued 12/312022 Yea Yes No NIA Composite Edge Fiberglass Single Door (Inawrp/Outewhp Xconflgurabon) 24 x. Therms-Tru Fiber-Clasom and Smooth -Star Nominal OU39:8 aquothl rlrrpactSquat Glued 12131=22 Yes Y« No NIA Composite Edge Rbargiaee SNIO Door with Sidelke(s) O newing/OutaW ng. XO, OX or OXO confgurgti0n$) 25 y. Thermo-Tru Flber-Classic and Smooth -Star Nominal 68439A aquotNon• ImpooMquot Glazed 12131/2022 Yea Y« No WA Comports Edge Rb.gitasa Double Door W th or Without Sreltee (IraW rg/Ov x wmg; XX a OXXO configurations) 26 z. Theme-Tru FlbenClasrc and Smooth-Ster NOminsl 88039;0 SquotNor,- Impactaquek Glazed 12131/2022 Y« Yea No WA Composite Edge Fiberglass Single Door (InsWn2101,111swe19, X configuration) 27 ze. Thermo Tru Filer Chun- and Smooth -Star Nominal 8&039,0 "hion-Impact" Glued 12/312022 Yes Y« No NIA Composite Edge Fiberglas. Sngle Door Wth Sd.lte(s) (InaW iplOutsW fig; XO. OX a OXO configure ions) 28 zb. Tlerme-Tru Fiber -Classic and Smooth-8ter Nominal 8&M39,0 "hlon-lrlpad" Glued 1031=2 Yes Yea No N/A Composite Edge Rberglaso Double Door Win or Without Srelites OnnwinglOulvving; XX or OXXO configuration%) Florida Department of Business & Professional Regulation Pan, I Of Building Codes and Standards II512021 Product Approval Application Detall jaStNrtlY v ,r, W .r..rw-..a. T'. 11 3t .:^3 (1 .,"'., ., . u _ .t . ... ;., "� •,, �.�. ... ..9__.. , 599k Erntt.¢ DYt DW Dattsrgdm ➢tat MEN vww- slabil nam rorona EndmrAlJevi.a yygialaut" yilgam eval eIGAmr Ag®0ai airlm ROV- 2020 MI Wind- and Dods Bren Srinp. Luis Roberto Lamas S even M, U lch, PE 10, 1ir2020 10g8I2020 10/192020 1711-VW20 Approuad CatoreW. Exterior d Dos (717) 3B5-3300 PE-02514 011) 31T-6454 "ateggrin aiding Erldbr Door Assembles badlwgerBimhea.cam Cymlpliants Method: Ev.Uadn Report tom a nodde Registered AreNRed.I Licenrod FlorWs Prof.l4nal engine. a�.a Ffetluot MoOY. Numb.. Norm Prowel t$aacrblion Qulllb, Assurance Sr9D1[a0llYsirsil9O➢sit AFE92k nor use Aogavta In.1flQY outside fa UM WAU IMPM Resistant Deals) Pressure 1 SERIES 420 ALUMINUM SGO SERIES 420ALUMINVM SGD OXO 12131112024 No Yoe No N/A 146.3/4&qud:xW&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SQO SERIES 420 ALUMINUM SGD OX. XO.XX 121312024 No Yes No NA 984qud;xa08wd; NON -REINFORCED 3 SERIES 420ALUMINUM 6GO REINFORCED SERIES 420 ALUMINUM 300 REINFORCED OXO 121312024 No Yxs No NA 145-3/4&qud:x98&qud: 4 SERIE8:20ALUMINUM8GDREINFORCED SERIES 420 ALUMINUM 80D REINFORCED OK 12131112024 No Yea No WA XO. XX 9%quo1.x96&qud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12131/2024 No Yes No N/A 143&qud:a96&gna. Florida Deparlmertt of Business & Professional Regulation Building Codes and Standards Product Approval A ticatlon Detail PM pP Pag.1.0 1a2021 � Gglll rmmLK bile Au UML&Osim 211111111 Dirge yaol= 111"Llf Ctur, 290= Enat..a ldeens4 VAIMrad By Ydldam >SUIN111111adF&C Amevll AgKOM R.wsin 2020 war" .0.tn, a division dOvemud Door D..W. Kdnleh John E Scslea Jeffay P Ameaon, P.E I M22020 092012020 102341020 12MW2020 Appfa✓e0 Oorl>om(K6 (330)703-8121 PE-51737 (904) 821-M Category: asteltw Doss dkomistag wayn"llbo c slecatlgary: Sadln.l Extrlor Door Arsrmdleo om Campll.na. Mml Evru.11n Rspat from a Flnda Registered Ardxh. t or a Licensed Florida F141a2 &M Professional Engineer howl. akea Isioduatt Updri. lIkEnt 2UMDAU93M Ataormsd for USE A2MMM Product bescrE n Corned I rlratlnOat b alMi LMME kaRJK Design CwMm 5 8000161DOM200 #1105 9&039: Mee wkth. 14&039: Max height. Gluing 12/312023 No Yea Yes r31.00A35.00 "lot* in too or 1nMRmdiste sedlon 10 800014100200 #1123 1I&= Max rMih, 14609. Max hel9rlt. Glazing 12/31/2023 No Yes Yes +30.0003.50 available In tap wlntertmOdte stdlon, 11 60WM100/8200 M1 t24 166039 Max width 148039: Max h sell. (Nang 12/3/2023 No Yes Yes �34.401-36.30 aW 16d. In top or htanmevir. 49dlon. Florida Department of Business & Professional Regulation page h d t Building Codes and Standards 15=1 Product Approval Application Detail _ ) r z `i'�i ".� ..).._.:,..�`3u�:S3�-,.-."..t�a.rr.'�aA��k!"'1�A^a/,.. ... 2 p in it ,. rrffit ENitre WE Art DK* landdno D:e SYm Ym19Q SgifgL gaw=K#lmst Vim.®( YMW" DWgnW FQCAmrbwl A,,,I d atsigi RaNsbn 2020 Camas OlvfsinwAADO. IN Tom Rettay UL LLC Troy Bellhop.P.E. lwot4020 12I012020 12/21/'2020 Apposed Category: Erenaad Da (e411 494.2813 ,954) 947-OWO eubateglOry: Ede nor Door Components IanratllyQes»lbloy.cq Compliance Mehod CMKleaun Mod or Listing FILI71S31.4_e�gyuds rah alas Quality Assuranna JRgLGLQugd1llaD C.Iraa! P dnllon QY. Atnrowelfor Ust Amend for Use In HVHr Enron; D"Im, Resister prissurs 1 �7. 707. T27, i47, 767. 1T7, and 847 Single end Pars d Flush. rrleted, and IAuv.ad ample and pairs of 12/312025 Ye. Yea Yee N/A Doors hallow metal don. Florida Department of Business & Professional Regulation peal, OF Building Codes and Standards 1&021 Product Approval Application Detail ..thirty Doe Dat*.-rind �. yygg version, a511111111ffi FM A -,,A Reproved slangs ROM6bn 2020 MI Widows end Dow$ Sent Sitlingla American Architectural Sewn M. Urch. PE 11)17/2D20 W172020 1127/2020 AW046d Gregory: Windows (11 r)385.3300 atbn Manufacturers Aseod(717) 317 6454 "Category. analo Hung b.tlingw®mwd,rom C4mpll4nse M$thod: C4010e00h Mod Or using gush AAKUM Amravae for use Amravrl for Use knaa 219M § Product Mader tambr or Nants 1'1odsdDrigni519L corgratill.iktirsilmnnt InHVHi Outside Hwa Stdstart lonstaurt 2 195 ai 52x72 Fl0Rwg. Fromt IGISG englo Hung I0/01i No Yee Ne, .".60 Leminaled Gt.. I7S- ) C 's'r Q Q 2 M V -0 � ^ C ) O CU N O O 0 0 > (n E 0 ty C 2 CU ii .0 V J Q Cn N N Z CIO co CU > 0 Leas O CL U 0 L ^1 W CID W O L w� z J Z Z a J a SHEET NO. PA 1,0. Florida Department of Business & Professional Regulation P.O.aill Building Codes and Standards 11252022 Product Approval Application Dertall 'ut 1 P,`.Y ��.`y9 .., '� - �� � M'i M •w'O. .... .. .. a„.. _• .. F - .. a-�: .: .: .:'. -:•... �.� - JAa. nTD' y: . ,d, a S y .' ., Y1�14�. X.+. ` Yw'Y���NWtu�� � a. c .�E .sue-. Y r � ., .. • TnWn:e`a r�4 �.ahlk+.�, _ A C�1; tt,,. :.:t^^�._�� 2991 EntfLvor 20t 211 Dab►endino 291 Ilma Vavlaa ltmim9a ins- gaplala Enalneer a License Validated By yeligated AWMIM PBC Approval AaaloWed Jgrg(a Rerkwn 20M Tiaras-Tru Corporation Slave j-petraon Lyndon F Schmidt P.E Ryan J. King P.E 10)072021 0B/1S2021 101132021 12/152021 Approved Catsany: Exbrior Doors (800) 843-7828 PE43409 (813) 767.8556 S'ubC4lheD rr. Stringing Exferim Door AssomNiss e)asperwr*tharrnahu.00 Complian" MMhod: Ewlvation Report from rn Fdridi Registered Architect or a Licensed Florida FL�1iIrhaductr® 1jL L�jj ProlesmW Engineer jg t7Isy(j cts Santa Product Modal. Number or Name J6WIWLAagl MU Approved for Lete Aooseved Product Desoriobum CgmaCt EXarallon Oats In HVHZ Outside for Use HVHZ JJjgag UAM Resistant pressure 1 a. Thermi Fiber-Clasic and Smooth -Star Nominal 08,019B8 &glnot Non•Impad&puOt Opaque 1213V2022 No Yes NO WA Composite Edge Fiberglas Single Door (Imniong/OuteeWng; X configuration) 2 b. Therm►Tru Flbr-Cls io and Smooth -Star Nominal S8a39;6 SquatNon•ImpsotAquot Opaque 12131/20n No Yes No WA Composite Edge Fiberglass Single Door with SacROWs) gnsW rig(OutaW rig; XO, OX or OXO confgura6.m6) 3 aThornhe-Tru Flier-Clsselo and Smooth -Star Nominal U039;884u6t;Non.lnpactaquok Opaque 1213112022 No Yee No WA Flbergbsa Composite Edge Doubts, Door with or Without Skietites (InWArprOutaaing; XX or 0)= configurations) 4 d, Therms-Tru Fibr•Classic and Smooth -Star Nominal 78AL30 SquokNon-Inpsotliquot; Opaque 1213112022 No Yea No WA Composite Edge Fiberglass Seigle Door (InOwnWOutavAng, X conflgursaw) 6 a. Thanrts-Tw Flbr-Class and Smooth -Star Nominal 780W.08gLro4Non•Inpadaquok Opaque 12M112022 No Yes No WA o I Th.mw-Tru Fiber-Cksek and Smooth -Star 7 g. Thanw Tru Fiber-Cilseiv and Sinvoth-fir 8 h Thmi -Tut Fibs-Cla elic and Smooth -Star 9 i. Therms-Tru Fiber-Classicand Smooth -Star 10 J. Therms-Tru Fiber -Classic and Smooth -Star 11 k Therms-Tru Faber -Classic and Smooth -Star 12 l Thermo-Tru Fiber -Classic and SmOotli-Rar 13 - Therms-Tru FibrClssicand Smoother 14 n. Therm►Tru Flbeir-Claud and S isoth-Sher 15 0. Therma-Tru Filaor-Casio and Smooth -Star 18 p. Thenro-Tru FIbM-CYsk and Srrwth-Star 17 q, Tharme-Tru Fiber-Ckasid and Smooth-91ar 18 r. Thomu-Tru Fiber -Class, and St ooth-Star 19 a Thermo-Tru Fiber -Classic and Smooth -Stu 20 t Thermi Flbel0sssie and Smocith Sher 21 u. Thernw-Tru Fiber -Cask: and Smooth -Star 22 v. Theme-Tru Fiber-Classio and Smooth -Star 23 w TMrma-Tru Fiber -Class and Smooth -Star 24 x ThemtrTru Fiber -Classic and Smooth -Star 25 y. Thamte-7ru FbarClosie and Smooth-Sler 20 z. Therms-Tru Fiber -Classic and Smooth-Stor 27 za. Thrma-Tru Fiber -Classic ant Smooth-Ster 28 zb. Therme-TN Flbar-Clalalo and SmoothSter 29 to, Thermi Fiber-Cksdo and Smooth -Scar 30 Zd. Therma Tru Fiber-Oasio and Smooth Star 31 se. Thermo.Tru Fiber-Oafalc and Smooth -Star Composite Edge Fiberglass Single Dow with Wassail) (ImmninglOubswirio; XO. OX a OXO configurations) Nanhel 6&#M;O"Non-ImpbDdquct; Opaque 12alr2022 No Yea No NIA Canpwlra Edge Rbwglau Single Door Onsivor NOutawng; X configuration) Nomnal B&a39004uotNon-Impeoftuot Opaque 1213172022 No Yes No N!A Composite Edge Fiberglas Singb Door nAh SWOWO(s) gnaninef ubomng; XO, OX or OXO writ urabone 9 ) NomtheJ 88039;0 $quatNon-Imped&qud; Opaque 12/31l20Y1 No Vs No NIA Composite Edge Flberglss Double Dow %ft or Welhmd SdOImka (I nawing/OLN& Wng; XX or OXXO oon9purabons) Nominal 6&a3g:8".Non-Impa.E&quOt Glazed 1213112= No Ys No N/A Composite Edge Fiberglas Single Door OwWlnp(Oubwh9; X configuration) Nominal 6&a39;5"NOn-Impaa&quct Glazed 1213112022 No Ys No NIA Composite Edge Abarglas Single Door W M Sdelhe(s) (InsWng/Outswtng; X0, OX a OXO configurations) Nominal 68M39;88quotNon-Impela" Glazed 12131J2022 N0 Yes No NIA Composite Edge Fiberglass Double Dow with or W81a)t Sdelltes (InavoinglOuOeMng; XX or OXXO configurations) Nomnal7&839;0"Non-Impact" Glazed 12/81/2022 No Yes No NIA Composite Edge Fiberglas Single Door gntwing/Outswtlg; X configuration) Nomirsl 7&0%;0"Non-ImpSd&quk.. Gazed 12)31/2022 No Yes No NIA Composite Edge Fiberglass Single Door With Sidelhe(e) (Insweng/Outawang; X0, OX a OXO abnfigumbons) Ndmnal SJJ03%O&gUotNon-Irtlped&quct Glazed 12/31/7022 No Ys No NIA Composite Edge Fiberglas Single Door QnaWingfOuRrving; X mdpuration) Nominal 88839:0&cluctNon-Impact" Glued 12/31/4022 No Yes No NIA Composite Edge Fibwgion Single Door with Sidelfte(s) (Insoin910utswing; X0, OX a QXO configurations) Nominal 8&e39;0&qu4Non.lmpoct8qunt Glazed 12/312022 No Ys No NIA Composte Edge Flbwglea9 Double Dom v4 h or w6,out Sdelatas (Inewinct/Oubvring: XX or OXXO oonfigumoons) Nominal 68030A6quotNon-Imped5cluot, Opaque 1Z31l2022 No Ys No NIA Cansom Fl SingleDoorvth (Edge slam Transom lnam,;ng/OWng; DIconfiguration) Nominal 6&a39;8 SquotNon-Impacf" Opaque 1213112022 No Yes No NIA Composite Edge RbrvWm Singb Door With Sidelihr(a) and Transom (lneMng/OWSWng; O/XO. O/OX or O/OXO eonligu coons) Nominal 8&a39;8squat Non-Impact9quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglas Single Door wMh SWWAo(y (I-Arig/O.LoWth ; XO, OX or OXO Continuous Head and Sltl oonfigundom) Nominal 88039; O Squat Non•Impead eluct Opaque 12/31/2M2 No Yes No WA Composite Edge Fiberglas Simple Dock with Sdeliso(s) gnswing/OvbWini XO. OX or OXO Continuous Head and Sill oori6gumtiorel NomlnaI WOW.$"Non.Inp9ct8quot Glazed 1213lf2022 No Ys No WA Composite Ecigs Fiberglas Single Door WIth S dalfa(s) (InaWnglOut6lWng, XO, OX a OXO Continuous Head and Sill corfigumtia Nominal W30:08quo0on-Impactliquot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglas Single Door with S cialb s) (InaYAngtOutoWlrg; XO, O% or OXO Continuous Herd and Sill configurations) Nominal Belli"Non-Impsot8quot Opaque 12J31/2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelke(s) (Insv ing/OwWwng; XK XXX or XXXX confguragons) Nominal S&a90;0&quctNon-Impaot" Opaque 121311= No Ys No WA Composite Edge Fiberglass Door Panak Wi61 Vented Sdal&s(s) (InsWriolOuawing: roc XXX or )DDD( ceringurafions) Nominal 68411 S,quatNon-ImpetBquet Glazed 1213112Q22 No Yea No WA Composite Edge Fiberglas Door PanaM With Vented Sdelbe(s) (InsW ro0uteverig, XX XXX or XXXX Nominal8Bdr39:0 &grlotNon-Inpact" Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglas Door Panels vAlh Vented SldWill (InsvilnglOu"; XX XXX or XX (K Configurations) Nominal 68,9130,88quotNon-Impaa" Glazed 120112022 No Yes No WA Composite Edge Fiberglass Single Door with 38a39 D Sidelite(s) (InswngfOubveng: XO. OX a OXO 00"umtiona) Nominal Saari"Non-ImpadBquot Glazed 121'3112022 No Ys No N/A Composite Edge Fiberglas Double Door with 31103908idaRes (Inawing/0ulswing; 01910 configunuon) Nominal SSAW,,0"Non-I mpad&quok gland 121312022 No Yes, No WA Composite Edge Fiberglas Single Door with 3 11%D Sdeaka(s) (InawinWOutowng; XO, OX or OXO configuration Nomnal =0 SquotNon-ImpooAquot, Glazed 12r3120Y2 No Ys No N/A Canposas Edge Fiberglas Double Door with 32M 0 SdalRss (InaWing/OutoWing; OXXO oonngumtion) Nomad 7&Y99,0 4gUotNon-Impa(A&qu0t Shelter 121310022 No Yes No NIA Sews Composite Edge Glazed Fiberglas Single Door went a without t&M09:2 Sdolksi QneWinglOuUWttp; X OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 Ft.N625i-R31 T,(gri VOrti to Manufacturer Contest Engineer & Validated ey Validated Submitted Pending ARRroved Approved Revision 2020 POLYGLASS USA MauryAlpert, License John W 1012MO20 10/22/2020 FBC 12/15/2020 Category: Roofing S954233133OSmalper*polyglass.com Robert Nieminen Knezevich, PIE AgRD2Yal Subcategory: PE-59168 (954) 772.6224 11/01/2020 Underiayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FL86281-R31 WOW 20-0 Product ModalNumber or Name rlglJgtl 1 pow&%% RoofundeARynn" Roolingunderastymerea 10121721W No Yes WA 4WA/-WS 1 Polyglass Root Undedayrnlerrts(HVtIZ) Pelyglass roof undertayments for use In FBC12f2W= Yes NO WA WA HVN2'braeddpons. 2 Polydass Roof Undedayments (non-HVHZ) Polyglass rod underlays enN, for use In 12/2W21=1 No Yes WA +Wit-e22.6 ISO non-HVHZ jurisdictions. 1 Polyglass Roof Undenayments (HVHZ) PZayaq" roar underisyment6 /a use in FSC12r2312= Yes No WA WA HVH3 )udedidars. 2 Polyglass Roof Undemayments (mill P*91ass roof undemi(yments, for use in 12/232023 No Yes WA aWA/-622.6 FBC non-HVHZ jurisdictions. 1(HVHZ) I Polyglass Roof Undena ants lass roof underi ants for use n FBC12?232023 Pay yIII fl � Yea No NIA WA HVHZ Fbriedicaws, 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass rod undenaymOnes, for use In 12r23/2023 No Yes WA 4WAI-622.6 FBC non.HVHZ jurisdiction. 1 Polyglass Roof Undertaymems (HVHZ) Poyglas roof underlaymen o for use In FIRC12123r2023 Yes No WA WA HVHZ judsdicBaM. 2 Polygiass Roof Underbyments (non-HVHZ) Polyglass rod undenayments, for use in 12'2Y= No Yes WA 4Wm-mb FBC nom-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprovall Application Deail or "117. y� �n suwra�,hf'1,vt1X�i`FINr' X-+h Spilt rnlmLa ate des Date, P d g ate TIM ysentlan M4nWeaturr Conrad thesrw a uaonats VddaedGo trlaMed submitted POCAsiravat Approved flatus RM.kn 2020 mnbk Inc. Erin Wren ICC C•v.lu.tiw grNca. LLC ICC Evrurlon Zan ks, OIAUM23 122OM22 01m)=23 Appro„ od Cat.gry: 8lrudhral Com-t. fa62)a96m35 LLC. SubCae9ory: Truss Piet- .wrdomorrs.pm (205) 509.9800 CdrplWYA MMROtl: Delusion Report from a FLIMi? a10 Product Mlusmon FnYy, Retards jags Raduat YodaL Mnffir a Woe aWSY611 22MAd amlrrim are Amavadfalles In.HYHZ Amrawd for Use Owed!* HVHZ agaag( Raab 21dm Pressure 1 M1MN8 IS gt high strength nso connector pate I M112024 Yes yes NIA N/A 2 M18SHS 10 go. apt high shanc4h muss connector plats, 12/312024 Y- YM N/A WA 3 MI 16 I a us. trust Cantor Ptst. 1221202A Yes Yes N/A WA 4 MT16H9 18 go. high a6sn91h no connector plate 12212024 Ys Yes N/A WA 5 M12OH8 20 go, high shength Must cwneaa plate 12W=24 Yee Y. N/A NJA 8 TL16 MTIS lags tNsarinerda pate. 12J312024 Yes, Yes N/A NJA 7 TI.20, MT20 to ga. WscannMwplets i2MW024 Y- Yes NA WA Florida Department of Business & Professional Regulation P.01 d1 Building Codes and Standards 1AMI Product Approval Application lication Detail PPr 1 - .��� µ��R'T��F4�'A`,.�. �'��t�3.a`l„.:�i +}s��l .+�.. :'�R'4�.T��hi����rY�E'' ' :.. ,.... Y•r .v. ��V � .. 2ok frdlior 20 am BimPeedg9 Bala . Mist )lRa9a matimilliam uesnaa Yal9dtd.e[ VaMY11W aammd tagAOarovel Approved slags A11mWlcn 2020 PGTlnduailks Jana Roan Meru-Osde BCCO -CER kYrN-O.d. BCCO-VAL 11M2D20 11005020 11mit2020 Approved Catepa)r. Windows (941)468.0100 (706)315.2590 611 Crapory: 3.0. Hung IrceosttNepg0r10JMdeac CWWII rra Mrashed: Cr anion Mark a Uling ant PJi1B.11.4tMPfslJ�1 RUNDAW l M AAMEM SQJM AgganSLIKIin k9RM 219M read Bs.&d alsdpdgu gndksosjimtallmBat IO tl3AILOutside Evil atm w t PUtuN[t 2 SHSWO(Long. W.A. Mp.d) Vinyl 91.ga Hung Wndoo olm. W?s Yee Yes Yes WA Fonds Department of Business & Professional Regulation Per/all Building Codes and Standards 1151=1 Product approval Application Detail r 1 i 1. A y' �:. .�.r.'�s,. ,l. Ali �'.r�.�.•_J!YS �i,"nN� �r'�� : ..,a�{ .Fla S. Quit lalYster ass 2b 29L&ndm Boa 21Me VW- lYOWalijum 1ffied Enak ns &Upon Valkid cl &r Validated aularnet9d Fec Approval Aga(pyeg AffinWbn 2020 PGT lnpual Jans Ros&.K Man4•Did. 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PE loroa12020 100082020 10M61=20 Appood 0171365`3300 Menubduries Assmkd- (71T)317.8454 MlshpremMd.Can comitylAmgnce AYMmadfa.Yu A=6vad for Use toad 2mm JS )al:OAIZ gwwammt ISaYl" Elauum 73.62 Insulated Glau 02092424 No Yes No s66/-55 Florida Department of Business & Professional Reguladon Building Codes and Standards Product Approval Application Detail Pag.1 tit tisiml 4 K � gaol pose gL ILIA Jana Oak, P104m act Ytalon Marmufacturte, wed andrwrau-, VddeidW Yddad jyltimmpd FaCAmrowl ARamand j(aya R"a sin 2020 MI Wud-.rid Dose arum Mntiper Luis R L-C PE Seven M, union. PE 10MOnO20 100062020 10/19,2020 12115020 Appra d Cat.gory: Wndowa (717)386.330a PE•62614 (717)317.8464 Subcptogony: we., b0ftetemhyd.com Cumpllence NrhPd Evaluation ROW tan a Flood. flaplal Architect we Used F Wale Professional Enan.er a a kLAoNm a Ag ummuw.UU ArMrava rr 1ra scat 919M Ilea$ f4 d N.M. M-11 er Ams rg Ill! 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Om MWIW SMAr I 02MaeM2 Nil va $I-im swiftlaDwaimix WAw swigabnow %W 2.Pa* 'W OWkV Bias Omer (W I M O0A2A022 No, yof No +W45 4 ewwlaDorrilm =Crkm oh"MmDow VkM ONVIs ft* FM@d V Door pWk 47.1112' I Owltom ND y" No +Bli W11111 fLmmmmmzmk* awazhm� Aawwkd IN thme Aummoved IN Use am godo AMR nowdamkdwm aalmltRialWaaglm In Kyw ammwLk= ad" ftn swiftlaDcralmix wworkwi)etialowaDw 01041201111 RD VIM FBI +2w4D wM 2 swin 1 W or &eNre arkwO Was 91w Ow Nw girfle rent Pm 10- Door Midi 3&11r I we"i No va NO -401-W #I-im acre/SO Womma ff^wO sift am Ow %w2~9Orwww40wwO(yrwM OL140M No Yee HID +211,3111 8111111115101 §rwmpmmwAvmnI1a1WVCftaOw : %W NIMN PwW Find *(r Ow PWI4 47-11911'. 01111160011112 No yw No .2" wim Nola. Deparsrwlt oMmillreseal! PialbselwallibWallon Rim lol Building Coda and SWx*rft tnaNml Product ApprovelAppfl, U, 0*0 Oak blika 2111111 am RoLft@AM am BM %111 KNE&Ibn wMwadr FMASKI" Anwoued too ANWAMM 212111 P44 OrPOrlaOn Joel Imydim Owd viwmooww ri. Wm. Pe. LLO 07M419025 07M4Fa070 01420120 AppWAd Comperplivimem no~ P"135 (NI)OW56 440w1eavy; FMM (a41)w-m Oemplow arM.h Erekkefw ReWftme polw**Wappmwwo IlLwil PMbwww&jMw BANNAmbeba ama 2190 mat ftellms me" NWMW w Nam; 1 1001HUNININWIFIX111d lasaftsurrmwomwwmimm pOA0ami1 Tim y" I Him KA -6-0 CD a) M > 2 0 CL CU -0 CL -6-0 0 CD 4Z Cn CD 4- 0 CL C= CU 0 .0 M U_ CU Ln Cn E 0 CU 2 CU -0 = — _§_� U) z z W J Cn E =3 Cn CU > 0 > L_ O < - L. U 60 O O CM) CU M =3 < O LCU LIJ < 13— March 6, 2023 SHEET NO. PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated Qr3012020 For drevI Inks to all SOT approvals listed below, SLICK HERE Fa additional Information regarding Florida's Statewide Product Approval System and Mlsrlil-Dade County Notice of Acceptance (NOA), CLICK HERE. FL#2388-R7 Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (Tf N-SS) 1A" diameter Tien stainless steel masonry screw FL91OLU Saa # Product Model. Number or Name Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112. SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SD021258 Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134,SDCF221334,SDCF271958,SDCF2723M 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong•Dwe SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400; SDHR27614, SOHR31400, SOHR31614 Strong-Dri4eSDHR Combo -Head Screw 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS26312, SDS254121 Strong -Drive SIDS Heavy -Duty Connector Screw SOS255M SOS251500, SDS258M 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-RD U x Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUDB-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2, BPI/2, BP112-3, BP5/8.2, BP5/8.3, BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 4 CNW318 CNW1f2 CNW518,CNW3/4,CNW&S-112,CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUDS6, CTUD75, CTUD7e, CTUD77, CTUD87, CTUD58, CTUD97, Coupling Take -Up Device CTUDW,CTUD99 6 N3, N4, NS, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTU04B, RTUD5, RTUD6, RTUD7, RTUD8 RatchetingTake-UpDevice 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 518" Uplift Rod Run Todowm System 13 UR$O 3/4" Uplift Rod Run Tiedown System FL#10441-96 Seal Product Model, Number or Name Product Derecrt0tfon 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDO8, HHDQ11. HHDO14 Hold-down 4 HOU2, HOU4 HDU5. HDU8, HOU11 HDLJ14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18. PA23, PA26. PA35, PA51, PASS Strap style purlin anchor 10 PA118, PA123, PA128, PA135 Strap -style purlin anchor 11 STHD10, STHDIORJ Strap -style hold-down 12 STHD14, STH014RJ Strap -style hold-down +- • ® N Simpson Strong -Tie 2020 FBC Approved Products Updated 12rs012o20 For direct Inks to all SOT approvals Wed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5.3/8" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3116" to 13-118". 23 LEG31 LE05, LEG7 sense. hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7M" and heights ranging from 9" to 33-1/2'. 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-L'2'. 25 MIT series hangers Top flange hangers available in widths ranging from I.9116" to 5- 1/8" and heights ranging from 9.114" to 24" 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9116" and heights ranging from 3-3/8" to 7-118". 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 9-114" to 32". FLOtONO-R5 duct Model. Number or Name 1 ABA44,ABA44R,ASA48,ABA48R,ABA88,ABAB8R 2 ABU44, ABU44R, ASU46, ABU46R, ABU5-5, ABU54 ABU65, ABU66, ABU66R, ABU88. ABUSER, ABU1010, ABU101OR, ABU1212, ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABWBBRZ, ABW7.7 4 AC4, AC41R, ACE4, ACS, ACBR, ACES 6 BC4, BC48, BC4R, BC6, BCBR, BCS, BCS2-2/4, BCS2-31e 6 CB44, CB46, CB48, IONS, C888 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ6&SDS2, CBSQ88-SDS2, CM88-SM 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT88Z. CPT88Z 11 EP 344A, EPB44, EPB4e, EPBe6 12 EPS4Z 13 LC844, LCM 14 LPC4Z,LPCOZ 15 MP6447, MPBWZ, MPB88Z 18 PB44, P844R, PB46, PBW, P886R 17 PBS44A, PBS48. P13SOB 18 PBV6,PBV10 19 PC44.16. PC46-18, PC48-15. PC64-18, PCW-16, EPC44-16, EPC46-15, EPC48.16, EPC64-16, EPC88-18 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCORZ.. EPC8Z, EPC8RZ 21 PPB44-4Z.PPB44-6Z 22 RPBZ FL#10866-R5 9w # Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH46.6, GH46-8, GH48-6, GH48-8, GH410-8, GH410-8, GH66.6, GH66-8, GH68-6, GH66- 6, GH610.6, GH61D-8 4 GLBSA, GLB5B, GLB5C, GLBGD, GL67A GLB7B, GLB7C. 01.1370 5 01-BT512, GBLT812, GLST516, 081-T816, GLBT520, GBLTS20 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFPIMD83 9 URFP Pmduct Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolded column caps with WI ranging from 3-14'to 9-112" and W2 ranging from 3.5/8" to 7-1/2" Screvsd column caps with W1 ranging from 3.1/4" to 9.1/2" and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded 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 Plate Heavy Glulam Bearing Plate Heavy Girder T•tedown Universal I Foundation Plate Universal Retrofit Foundation Plate • •Simpson Strop _Tie 2020 FBC Approved Products Updated dated 1213012020 ! SS raaalsp ed below, . Fa direct Inks I o all Tapp St ,LICK HERE C For additional Information regarding Flalda's Statewide Prrdtlot Approval System and Mam-0ade County Notice orAcceptarrce (NOA), CLICK Hr!RP FL#10446R6 §2" Product Model. Number or Name Product Description 1 A21, A23, AM, A34, A35, A44 Angles 2 APA21, APA4, APAe, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APV868, APBSGR, APB66, APBWR, APB1010. APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R,APVB6Q APVB66R,APV888,APVB88R,APVB1010,APVB1DIOR 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJTZ-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 6 APHH46, APHH48R, APHH610, APHHe1OR Outdoor Accents Heavy Hanger 8 APL4, APLO, APT4, APTS, APVL4, APV1_8, APVT4, APVTS Outdoor Accents L and T Beam-to-Colunin Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT42, CJT5Z. CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4, FC8 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI GA2 Gusset Angles 16 H2A, H2.5T: 118, HIOA•2, HI US. H14, HGA10 HurricaneTles 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30. LS50, LS70, LS90 Skevvable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSI26LZ, LSW26RZ, LSW2SLZ, LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 25 LSSR1 81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skevrable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU20, MMLU26.2, MMLU2S, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RSC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sag # Product Model, Number or Name_ 1 AHEP 2 IDS=R-SDS3, DSC2L-SDS3, DSCSRSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42.2, HHRC411 81, HHIl HHRC5.25/3.25. HHRC5.37r3.12, HHRC66 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422 THA426, THA422-2, THA42&2 12 THAI1 81122, THAl2.0&22, THAl2,1122, THA1222. THA1322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA25, LTHMA 15 THJM2-4SDS3, THJM2-5SOS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rOW20 For dreer Inks to all 6ST approvals Wed below, CLIC K HERE. m d ce nca O CLICK HERE. For additional Inramadarl regarding Florida's Statewide FTOdtICI Approval System Mot MOM -Dade County Notice W Ad pta (NOA). FL#1046&R5 Aga reassessessesses Product Modal. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 C814, CS16, CS18, CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compressionlfension Strap e DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2.6A, H3, He, H7Z, H16, HISS, H16-2, Hle.2S Hurricane Ties 8 G -4 HGT-2, HGT-3, H T Heavy GirderTredown y 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2-2-SD$3, H$82-3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HSTS, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twtat Strap 13 HTSQIBKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12 LSTA16, LSTA18, LSTA21, LISTA24, LSTA30, LSTA36 Straight Straps 10 LSTI49, LSTI73 Straight Straps 17 LTB20, LT840 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 12 MGT Medium GirderTiadown 20 MST27, MST37, MST48, MSTOO, MST72 Straight Straps 21 MSTA9, MSTA12. MSTAI& MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC26, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4863, MSTC08133 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 25 MTS12, MTSI6, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA202.12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 27 RCWB12, RCW814 Wall Bracing 28 RPS1S, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Shed Plate Tie 31 SPH4, SPHe, SPHS Heavy Stud Plate To 32 SS1.5, SS2.5, SS3, SS4,5 Stud Shoe 33 ST9, ST12, ST78, ST22, ST292, ST2122, ST2115, ST2215, ST8215, S71-6224, ST6236 Straight Straps 34 T820, TB27, TB30, T1336, T842, T8481 TB54, TB661 TB60 Tension Bridging 35 TWB10, TW612, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WS106, WBIOSC, WB126, WB128C, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7 03, C8112.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HOU5.50SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00•SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU525-SDS, HHGU5.50-SDur-, HHGU5.82-SDS, HHGU7A0•SIDS. HHGU7.25•SDS, Light Sldpeabk/Skewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULCsores hangers Adjustable Truss Hanger Sized for Worsts Skewed Truss Hanger Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTU28.2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors ValleyTtuss Clip 10 HUCC1.8119-SOS, HUCQ1.81/11SOS, HUCQ210-2-SOS, HUCO210.3-SDS, HUCQ310- SDS, HUC0410-SDS, HUC0412-SDS, HUCQ5.25/9-SDS, H0005.25111-SDS, HUCQ610- SD5, HUC0512-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ® Fa cited Inks to ell SST approvals Wed belay, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance Ill COCK HERE. FL#11488-R5 SM X Product Model. NUmberor Name Product Description 1 HHUS210-3, HHUS21 O-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCO210-3-60S, HUCQS10-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3-SOS4 5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDSS Joist Hanger 6 THGW33, THOW34, THGW4.3, THGW441 Joist Hanger FL#11473-R8 Sea # Product Modal, Numbar or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS. Hi6-2, H16-2S Hurricane Tie 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMI0,HMO Masonry retrofit connectors 7 HHETAI6,HHETA20.HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, 1_GT3-SDS2.5, LGT4SDS3 Girder Tledown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWO, MSTCM40, MSTCMeO Strap Tie for Masonry 12 MTSMf6, MTSM20, HTSM18, HTSM20 Twat Strap for Masonry FLINIMI A!" .R5 PTgtluct Model. Number or Name Product Deacrhrtion 1 DTT1Z Dock Tension Tie 2 HD12, ND19 Bolted Holdowns 3 HD3B, HD56, HD7B; HD98 Bolted Holdowns 4 HTT4, HTTS, HTT8-3l4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 JW Product Model. Number or Name Pmduct Description 1 SB&8x24,SW18x24,SB1x30 SBAnchor Bois 2 SSTB16, SST820, SSTB24, SST828, SSTB34, SSTB36, SSTBI OL, SST820L, SSTB24L SSTB Anchor Bolts SSTB28L FL013672-R4 See # Product Model, Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS16, CS20, CS22 2 HRS6, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST138, MSTI48. MSTI80, MSTI72, S/MST27, S/MST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTAIS, MSTA21, MSTA24 5 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUSH3.25, SUBH3.25, M$UBH3.25 7 LTP5 8 LTSI2,LTS16,LTSI8,LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. S1-18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, STS238 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 8181.56, WB1,81, S/62.06, S1B2.37, SfB2.56, SdB2.68, S1B312, SB3.56, S/B3,62, SIB4.06, SM4.12, S/B4.28, S/B4.75, S1B5.50 13 Sr8A2.1218, S/BA2.12/10; SIBA2.12112, SJBA2,12114, SJBA4.1818, S/BA4.18/10, S/BA4.16/12, SJBA4.18114 14 SQH1A 15 SIHDSS, SIHO88, SMD10S, S/HDIOB, SIHDI5S, SM0158 16 SIHDdr4, SHDU6, SHDUO, S/HDU11 17 S/JC1, S/HJCT Pmduct Description Coiled Straps Straps 97 mil (12 ga) Heavy Twat Straps 18 Straps 43 mil ( go) Steps 33 mil (20 go) Bridging Connector Lateral Tie Plate LightTwist Straps Straps 54 mil (1ego) Steps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16" to 3-911 E" and heights ranging from 9.118" to 23-15H 6". Face -mount hangers Face -mount hangers available in widths ranging from 1.5/B" to 7- 3/8" and heights ranging from 5a116" to 12-718", Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 43/4" to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange Is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 2.718" to 19-1/4". Concealed flange version (HUC) available for all models having width equal to or greaterthan 2-9/16". Face -mount hangers - • f Simpson Strong -Tie 2020 FBC Approved Products Updated 1213OM20 Fa drect Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (Ii CLICK HERE, 18 S/LBV1.56, S1LBV1.81, S/LBV2.06, S(LBV2.37, S/LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers SnBV3.56, S/LBV3.62. SILBV4.06. &LBV4.12, StLEV4.28, SJLBV4.75, S/LBV560 19 S/LTT20, SJDTT2Z, S/HT714, HTT4, HT75 Hodowns 20 S/MST80, SUST72 Straps 118 mil 00 go) 21 SP4, SP8 Stud Plate Tits 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R8 Sea k Produet Motlal. Number or Norma 1 CCQM3 82-SDSHOO, CCQM4.82-SOSHDG, CCQM5.50-SDSHDG. CCTQM3.82-SDSG, CCTOM4.62-SDDSG, CCTQMS.50-SDSG, CCCOM3.e2SDSG, CCCQM4.e2-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4.e4G-KT, ECCLLQMD5.60G-KT, ECCLRQMD3.e2G-KT, ECCLRQMD4.e2G- KT, ECCLRQMD5.50G-KT 3 HGUM5,25. HGUM550, HGUM7.00, HGUM7.25, HGUM9,00 4 LGUM28-2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM28.3 LGUM28.4, LGUM210.2, LGUM210.3, LGUM210.4, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, M8HA3.12111.25, MBHA3.56/725, MBHA3,5619.25, MBHA3.56/11.25, MSHA3.56111.88, MBHA3.56/14, MBHA3.56/16, MBHA3,SSM8, MBHA5.50r7.25, MSHA5.50/9.25, MBHA5.50111.25. MSHAS.50/11 88, MSHA5.50/14, MBHA5 50118, MSHA5.50/18 6 MBHU3.58/9.26, MBHU3.58111.25, MBHU3.56/11.88. MBHU3.56114, MBHU3.56/le, MBHU358118, MBHU550I9.25, MBHU6.50/11,25, MSHU5.50111,88, MSHU5.50114, MBHU5.50/18, MBHU5.50118 FUN 3975-RB Sec If Product Model. Number or Name 1 SOW22300, SDW22338, SDW22438, SDW22458, SDW22WO, SOW22600, SOW22W& SDW22834 2 SDWC15450, SDWCi5S00 3 SDWH19300DB, SOWH19400D8, SDWHIDSOODB, SOWH1O80ODB, SDWHIO1000DB 4 SDWH274000, SOWH276000, SDWH278000, SDWH2710D0G, SOWH2712000 5 SDWS16212, SDWS16300, SDWS16312, SDWS10400 6 SDWS19600, SOWS1971Z SOWS22400,SDWS2250C.SDWS22512, SDWS22800, SOWS22800, SDWS22900, SMNS221000, SOWS221100, SDWS221200, SDWS221500 7 SDWS2230OD6, SDWS2240ODB, SDW822500DB, SDWS22500108, SDWS228OODB, SDWS221000DB 8 SOWS22312DBB, SDWS2251208B 9 SDWS2730OSS, SDWS2740OSS, SDWS27500SS, SDWS276DOSS, SOWS278WSS, SDWS27100DSS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Dwrintlan Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HF.XSorew Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM -crew Outdoor Accents Hex -Head Washer FLM8963-R3 aggyA Product Model, Number or Name Product Description 1 AS 18. AS IM, AS 18S8 18 ga. Truss Plates 2 AS 2UHS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Ccmrsator FL#15730-R4 Sea # Product Modal. Numbar or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GOP$, GW-50, GW-75, GW-1DO, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP.W, PDPAWL. Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchorfor concrete WrMT, M Simpson Strong -Tie 2020 FBC Approved Products OEM For deeM Inks to all SST approvals listed below, CLICK HEREmassesseassaall . For sadtklnal in armatlan radardnn Flonda's 8talewlde Product Aooroval Svslem and Maml-E 11 HUS, HUSC series hangers 12 [US series hangers 13 LGU325-SDS, LGU3B3-SDS, LGU5.25-SOS 14 LU24, LU2e, LU28, LU210 15 LUC28Z, LUC21 OZ 18 LUS series hangers 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SIDS, MGU5-e2-SDS, MGU7.00-SDS 18 MIU aeries hangers 19 MUS20, MUS28 20 SUR, SUL, SURC, SULC series hangers 21 U series hangers FILM M87-R6 4e4 Y Product Model. Number or Name 1 BA serer hangers 2 DGBF series hangers 3 DGF series hangers 4 DGHF series hangers 5 EG5, EG7, EGO series hangers 6 EGO series hangers 7 GLS series hangers 8 GLTV sense hangers 9 Hesores hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT series hangers 14 H USTF series hangers 15 HUTF. HUCTF series hangers 16 HWP series hangers 17 HWPH series hangers 18 ITS series hangers 19 JB series hangers 20 JBA series hangers Updated Face -mount hangers available In widths rangirig$om 13- 9116" and heights ranging from 4.5116" to 11'Ldncea ge greater than3.9/te" - s W Face -mount hangers available in widths ran'rom 1.718" to 32 -c 518" and heights ranging from 9-114" to 18" C2- !o_ c Face -mount hangers a to t- en Face -mount hangers ..% LA. a Face -mount hangers y ro o , o Foos -mount hangers available in widths ranging 1-9/1& to� 5/8" and heights ranging from 3" io 10-151 oa ev Y Face -mount hangers so a ram% Face -mount hangers available in widths nging from 1.911 1r c 1/8" and heights ranging from 6-15116 to /2". Is Face -mount hangers 3 ro cul m Skewed face -vaunt hangers available in widths ra f 1S, C O 0/16" to 3.0/16' and heights ranging from 3- to 13-3f eu ro Concealed flange version (SURC, SUL vailable for all TfouIW to CL 2X and 4X models; only acute flange is concealed. E Face -mount hangers available in widths ranging from O 6" and heights ranging from 2-5/8" to 11-114". Product Description Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 7-1/8" to 30'. Top flange hangers available in widths ranging from 3-6/8"to 7- 118" and heights ranging from 9-114" to 24". Top flange hangers available in widths ranging from 1-112" to 3- 5/8" and heights ranging from 7-114" to 24". Top flange hangers available in widths ranging from 1-314" to 3 5/8" and heights ranging from 9.1/4" to 24". Top flange hangers available in widths ranging from 5.114" to 8- 7/8" and heights ranging from 11"to 32-1/2". Top flange hangers available in widths ranging from 3-5/8" to 7- IM" and heights ranging from 11-IM" to 32'. Saddle hangers available in widths ranging from 3-1 hV to &7/8" and heights ranging from 8-1/2" to 28". Top flange hangers available In widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32'. Top flange hangers available In widths ranging from 1-9/16" to 7- IQ" and heights ranging from 8" to 30' Saddle hangers available in widths ranging from 5.1/4" to 8-7/8" and heights ranging from 10-N2'to 28". Top flange hangers available in widths ranging from 3-1 /4" to 5- 7/8" and heights ranging from 7-1 /2" to 32'. Top flange hangers available in widths ranging from 3-114'• to 7- 1/8" and heights ranging from 14" to 33". Top flange hangers available in widths ranging from 2.5116" to 3- 9/18" and heights ranging from 18" to 28". Top flange joist hangers available in widths ranging from 3.118" to 3-9118" and heights ranging from 5-3/8" to 13-1/8". Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9/16". Top flange hangers available in widths ranging from 1.9116" to 7- 1/8" and heights ranging from 5.3/8" to 28" Top flange hangers available in widths ranging from 1.9118" to 7- 1/2" and heights ranging from 5.3/8" to 32'. Top flange hangers available in widths ranging from 1-W8" to 3- 5/8" and heights ranging from 9.1/8" to 16' Top flange hangers available In width of 1-9116" and heights ranging from 5.318" to 7.1/4" Top flange hangers available in width of 1-9116" and heights ranging from 9-3/18" to 13.1/8". r ' Simpson Strong -Tie 2020 FBC Approved Products Updated 12130y2020 For direct Inks to all SST approvals Isted below, CLICK HERE, For additional information regarding Flori(*s Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA), ri tr.K MFRF_ 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (ST82, STB24SS, STB2.6SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon disel and Types 304 and 316 stainless steel 7 Tien HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THDSOM4RC) Titan HD Threaded Rod Coupler for concrete 9 Tien HD Threaded Rod Hanger (THDB25158RH, THD837158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete TH050234RH, THDI O212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RO Aug Product Modsl. Numberor Norma 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (71,12) 6 Then HD (THD-H4SS, THD-H8SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937413 sgaa x Product Model. Number or Name 1 X34B1016-5K,XI81016,XISIDIO.4K,X01S1016,X0161016-4K 2 XLQ1I4T1224.XLQf14BI224.2K 3 XMQI14S1224, XMQ1 14BI 224-2K 4 XQ114S1224: XQ11481224-2 SK XI14S1224, XQ112SI224, XQ112BI224-21K 6 XU34S1016, XU3481018.5K FLOSM20-RO Product Modal. Number or Name 1 OSSCB43.5, OSSC646, OSSC84B, DSHS 2 F-C643.5, FCB45.5, FCB47.5, FC649.5, FCB411.5 3 FPHSD34S1016,FPHSD34B1018,FPHS034B1D16-5K,FPHSD34S1214, FPHSD34B1214,FPHSD34B1214.5K 4 LSFC2.25, LSFC4.25, LSFCB.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4-25, LSSCS,25, SSCZ25, SSC4.25, SSC6.25, MSSC2.26, MSSC4.25, MSSCB 25, MSSC4.25KW, M6608.25KW 6 RCKW3, RCKWS.5, RCKW7.5, RCKAW, RCKW5.5S 7 SCB43,5, SOB45.5, SCS47,5, SCB49.5, SCS411,5, MSC845.5, MSCH47 5 8 SCS32.5Q7, SCS82.6/97, SCS62-61118, SCS82-51118 9 SCW3.25, SCW5.5 10 SJC8,25, SJC10.25. MSJC8,25, MSJC10.26 11 SSB3.51a 12 XLSH34BI 414, XLSH7881414 13 X01S1018, X01 B1018-4K, X01SI214, X0181214.3.5K, X078Si224, X07861224-3K, XQ1I4S1224, X01I4B1224-2.SK, X0112S1224,XQ112B1224-2K, X346101e-5K, X161010, X1B101e-4K, X1S1214, XIBI214.3,5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Boi 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 318 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with 03 Drill Point #12-24 Strong -Drive XL Large -Head Metal Sag -Drilling, Tapping Screws with f6 Drill Point and Large Diameter Hex Washer Head #12.24 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, Tapping Screws w" 06 Drill Point #10.16 Strong -Drive XU Metal Sei-Drilling, Tapping Screws vridi #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10.18 and #12 414 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18; #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws .0-0 N a) s O� N V .tm U cn O CQ Cn O C L_ 5_p O M U_ O > .- Cn -0 CU Q I. Cep - -0 �- Z W J Cn E cla > 0 CL O CL U =3 _0 L V/�I� L) m 0 L LLI a z ,J Z Q J a SHEET NO. PA 1.3 Mom;, � MIAM I-DADE COUNTY a NAAW&M PRt DUCTCONTROL SIEGTIO+N 11805 SRC 26 Sneat, Roam 208 DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES V"j Mums, F ofkb 33175-1.174 BOARD AND CODE ADMINISTRATIONDIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tatr•w-giani+ade.2"Mc noaty PGT Indutstries, Inc. 1070 Technology Drive, North Venice. FL 34275 SCOPE: This NOA is being issued utader the applicablerules andregulations governing the use of coastructionmaterials. The documentation submitted has been reiieured and accepted by Miami -Dade CouttyRER -Product Control Section to be used w Mia= Dade County aW other areas where allowed lay the: Auiho6ty Haring Juriadlctton (AHJ). This NOA shallnot be valid after the expiration date stated below.The Miami -Dade County Product Contrd Secion (In Miami Dade County) andb'orthe AHJ (in areas ohrer t}isn Miami Dade County) reserve the right to have this product or material testedfor quality awaraaceputposcs. If this product ormaterial fails to perform in. the accepted manner, thenaamfacturer will incurthe expense of such testing andthe AHJ may immedutelyrevoke, mo dif' ,. or suspend the use of such product or material within theeir jurisdiction. RER reserves the night to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet @se tequireint ats of the applicable building code_ This product is appro%vd as described herein and has been designed to comply with the Flonda Building Code. including the High. Velocity Hurricane Zone. DESCRIPTION: Series "557012770" Vinyl Sliding Glass Door (Reinforced) w.+`tso 900 & 1354 corners-L.4iJ. APPROVAL DOCLTNE1T: Drawing No. M@-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOM139', sheets I through 21 of 21, prepared by man ufacturer, dated l0i05A 5 and 'last revised on O''101121, signed and sealed by A. Lynn Nfiller, P-E.. bearing the Miartsi-Dade CountyProduct Control Recision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section MISSILE IMPACT RATLNIG: Large andSmall Missile Impact Resista nt Limitations: i . See table I (sheet, and table 2 (sheet, for applicable SGD unit sizes, design pressures, reinforcanents types. glass types. sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requiranenis in 11 thru 16_ 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or lam saated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comiply urith min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval. to be review dby Building official L ABELDtiG: Each unit shall bear a pexnarnent label with the matlitfacturees name or logo, city. state and series and following statement: "Miami -Dade County Product Control Approved", noted herein RENEW .AL of this NOA shall be considered after a renewal application has been filed and there has been no change in tine applicable building code negati-rely affecting the perforce of this product. TERM ATION of this NOA will occur after the expiration date or if these has been a ro-ision or change in the matey ais, use, and'or manufacture ofthe product or process. Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall automatic allyterminate this NOA. Failure to comply with any section of this NOA shall be cause for ieraiiiation and removal ofNOA. ADLERTISEINN- r: The NOAnuntm precededby the words Miami -Dade County. Florida, and foliow-ed by the expiration date may be displayed in advising literature. If aaypattion of the NOAis displayed, rhea it shall be done in its entirety. LN S+PECIIO'N: A copy of this eatke NOA shall beproiided to the user by the manufacturer or its diistri'lxsto n and shall be available for inipectim at thelob site at the request of the Building Official. This NOA revises & renews NOA920-0429.05 and consists of thispkee 1 and e-mlence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned above - The n*mitaed docutnentrtm was review ed by Ishaq L Chanda. P.E. NOA No. 21-02Of. 03 F ` C Expiration Dates April 14, 2026 Approval Date:Alarck 25, 2021 Page 1 PGT Industries, Inc. NOTICE OF ACC'EPTXNCE : EVIDENCE SUBMUTED 2. Evidence Submitted under previous submittal A. DRA"TNGS 1. Drawing No. M-5570.0 RevB, titled "Vinyl Sliding Glass Door NOA tT-1+' '. sheets I dmmgh 21 of 21, prepared by manaufacturer. dated 10.05115 and last revised on 04, 22120, signed and sealed by A- Lynn Miller, RE_ B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up dmvings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dow sit 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PA75520 PVC Fixed Window (knit 6 in proposal). dated 09-0114 FTL-20-2107.1, PGT SGD780 Alter Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Ahlmintm Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminium Fixed Window (unit 10 in proposal) dated 07113/20, all signed and sealed by Idalmis Ortega. P.E. C. C_ALC LTI.ATION S 1. Anchor verification calculations and structural analysis, complying with FBC 70' Edition (2020), dated 042V20, prepared by manufacturer, sigt a and seated by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E 1300-04, -09. -12 and -16. D. QUALITIc ASSURANCE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. 3L4,TERLAL CERMCATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifolt Ultr•aclear, Clear, and Color PVB Glass Interlayers". expiring on 07/08,"24. ?. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their "SentttT-Glast, (Clear and. White) Glass I1lterlayea�1's ex g on Wf04123. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09,13014. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "ZB 1000 Tan 202 and lighter shades (tio"Thite) Rigid Cellular PVC Exterior Extrusions for WTmdows and Doors, expiring on 12,29!21. , Ishaq I. Clwnda, P.E. Product Control Unit Supervisor NOA No. 214205.03 ExpirationDate: April 14, 2026 Approval Date: March ire, 20''N E -4 PGT Industries, Inc. PGT Industries, Inc. N PGI Industries. Inc. N NOTICE OF ACCEPTANCE: EX IDENCE SUB -MUTED NOTICE OF ACCEPT NCE: EVIDENCE SUBMITTED n o NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .Miami � 1. Evidence submitted under previous 3iC)A D. L�ALr YASSLTRANCE A. DRAWT' 9 S B. TESTS (continued} 1Q DadeD armoire of Regulatory and Economic Resoemnes � my �R)E � N 1. Manufactu ees die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 y � o a (Submitted under?VOA Vo.11-019 04) 2) Unifoml Static Air Pressure Test. per FBC. TAS 202-94 E. 3LITERL4LL CERTffICATIONS y � o 2. Drawing No. M- M-5570.0, titled ' Vinyl Sliding Glass Door NOA (I.M),:, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. I,5-8328.14 issued to Vision Extrusion Limited for i through 21 of 21, prepared by manufacturer, dated 10,0545, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 ""!kite Rigid PVC Exterior Extrusions for W9ndows and Doors". dated 0 113. °' ivo.�_ 04105/17, signed and sealed by A. Lynn Miller, RE. 5) Cyclic Wind Pressure Loadiugger FBC, TAS 203-94 expiring on 09!30.119. 6) Foxed Entry Test, per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusim Limited for their � d Q, B. TESTS along with marked -up drawings and itlstailatum diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non-U'hite) Rigid PVC Exterior Eatru ' or = o 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab. Inc., Test R'rport No. FTL 8549, dated I I V6,115, sued and Windows and Doors", dated 12108116. expiring on I V29121. o. a `2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idakm Ortega, P. E. (rest report revised on 121044 5 and 02` 1 L, 16) 3. Notice of Acceptance No.15-0528.15 issued toVision Fixtrusion Limited for their a o 3) Cyclic Wind Pressure Loading per FBC, TAS -03-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for o along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 2) Unifonm Static Air Pressure Test, per FBC, TAS 202-94 WV endows and Doors". dated 08/13115. expiring on 0930119_ by Fenestration Testing Lab, Inc., Test Report No. FTL 9717, dated 12107115, signed and 3) Water Resistance Test. per FBC, TAS 202A4. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, sealed by Idalrnis Ortega, P_ E. (Test report revised on 0211516 and 02,2416) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non-R'hlte) Rigid P3-C Exterior 2. Test report on 1) :Air Infiltration Test. per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09i 15i16_ expiring on 021104121. ?} Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No.16-0712.0 t issued to ENERGI Fenestration Solutions USA, 3) Water Resistance Test, per FBC, TAS 202-94. by Fenestration Testing Lab, Inc., Test Report No. FTL 8552. dated I Z1W15, signed and Inc. for their *'Bronze and Lighter Shades of Cap Coated Rigid P %'C Exterior 4) Large Missile Impact Test Per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (rest report revised on 021'15/201.6) Exti-tisions for Windows and Doors" dated 09115116, expiring on OV16120. 5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 7_ Test report on 1) Umforsn Static Air Pressure Test: per FBC, TAS 202-94 6_ Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Inert Test per FBC, TAS 201-94 Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors' dated along w•ithjnarloed-lip drawings and installation diagram of vinyl sliding glass donor, prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 03-94 08110/I7, expiring on 02128118. by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11!Y16115, signed and along with markedup drawings and installation diagram of vinyl sliding glass door, pticpated 7_ Test reports No(5). 10-002-792(A), 10-06-M0527. 535753-09. per ASi11�i£-84, sealed by Idaknis Ortega, P_ E. (Test report revised on Ol tD4116 and 02'11:'2016) by Fenestration Testing Lab- Inc.. Test Report No. FTL 6638 (samples A-1 tlmu A-22), dated ASIND 1929 and ASIND-635. issued by EXOVA to Vision Extrusion for cellulosic 3. Test report an 1} Air Infiliration Test, per FBC, TAS 202-94 11/19110, signed and sealed by Jorge A. Causo, P. E. (Subxt#kd underA70.-4 No.11- compositeaaaterial_ 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 0101. 04) (Submitted under .VOA 1'o. 11-0107.04) 3) Water Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC TAS 202-94 S. Notice of Acceptance No-14-0916.11 issued to Kuraray America., Inc. for their 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 "St�i dT Glas 8' {Clear and `chide} Interla� er". expiring on 07 04i18. 5) Cyclic Wind Prue Loading per FBC TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America. Inc. for their 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Nhssde. irmpact Test per FBC, TAS 201-94 "Tr+o►sifolll- Cltraclear, Clear and Color PL'B Interlat ers". expiring on 07.108,19. along withmarked-up drawings and installation diagram of vinyl sliding glass door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-04 by Fenestration Testing Lab, Inc., Test Report No. FTL 9547, dated 122'04/15, signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. STATEIN ENTS sealed by Idalmis Ortega, P. E. (Test report .revised on 02115,16) along with narked -up drawings and installation diagram of vinyl sliding glass door, prepared 1. Statement letter of conformamce with FBC-5* Edition (2014) and FBC-6th Edition 4. Test report an 1) Air Infil tot ion Test. per FBC, TAS 2102-94 by Fenestration Testing Lab, Inc_, Test Report 'rio_ FTL 6337 (samples A-1 thru A-5} dated (2017), issued by manufacturer, dated 0&'14117, signed & sealed by Lynn Miller. P.E. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12^06110, signed and sealed by Jorge A_ Cam, P. E. (Submitted underr:cO4 X6.11- 2. Statement letter ofno financial interest, dated 44119,17- issued by manufacturer. signed 3) Water Resistance Test, per FBC, TAS 202-94 0101 09) & sealed by Lynn Miller, P.E. 4) Large Mssile Impact Test per FBC, TAS 20194 3. Letterof lab compliance, part of the above test reports. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No. 17-0387. dated 05,V5,17. signed by Ishaq Chamda, P.E_ 6) Forced Entry Test, per FBC, TAS 202-94 1 _ Anchor verification calculations and structural aaualysis, complying with FBC-2014, along with maiked-up drawings and installation diagram ofvinyl sliding glass door. prepared prepared by PGT: dated I2,W' Wand last revised on 01115'167 signed and sealed by G. OTHER by Fenestration Testing Lab, Inc.., Test Report No. FTL 8548, dated 12104,4 5, signed and AnthonyL. Miller, F.E. (Submitted under?VO.4 Xe.15-1110.01� 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series sealed by Idalmis Ortega, P. E. (Test report revised m 0 L1 i4.16 and 021111`i 6) 2. Glazing complies with ASTItiiE-1300 09. "5570.1?770y" Vinyl Sfiftg Glass Door.. (Reinforced) - LALL".. expiring on 04,114, 21 _ s,. �,� i �r s d I I • f/ , r Isha L Chanda. P.E. 9 Ivha L Chanda, P.E. 9 Iskaq L C'lrasada, Pam. Product Control fait Supervisor Product Control tait Supervisor Product Control Unit Supeni+ser NOA Ne. 21-0205.03 NOA Na. 31-0205.03 NOA No. 21-0209.03 Expiration Datat :April 14.2026 Expiration Date: April 14, 2026 Expiration Date; April 14, 2016 Approval Date: March 2:, 2021 :approval Dates Alarck 16, 2021 Apptova I Date: Alarxh 1-5, 2021 E -1 E -2 E -3 CGI V mdows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. M.ATERLAL CERTIFICATIONS (continue) 5. Quanex Part Sumer Shaver Standard complying with ASTM C518 Thermal Conductivity 0-881 BTU-im, hr.-ft=-'F, ASTM F 1249 W V IR Pass. ASTM D3985 Oxygen -Pass, ASTM E 2190I.G_Durability-No Fog Pass. (Subm red unikrpretions A`04 N7o.15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thennal Conductivity 2_12 BTU -in' hr. W-°F, ASTWi F 1249 UrM-Pass, ASIM D 1434 Argon Pie -Pass- ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dees" Point Development 201F in 48 hrs. (Sribm fitted under N0.4 1 v 1 S-0409.05). 7_ Vision Extrusions, Ltd_ Parts complymg with PVC-AAN1A 303-13, Voh7rutary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AA1ViA Fenestration Exterior Profile Certification Program (Submided under.%'04 ,Xo. 1 S- 0409. (i5) 8. Vision Ext uusions, Ltd. Parts complying with PVC AAMA 303-13. (Subm Ned under N0.4 No.15-0469 05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Poly%inyl Cb1oside (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program- 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA- Inc. for their 'Tan 3040 & light shade (non -white) X%Idw Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 02/'04,+21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA. Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors', expnulg on 02128C3. 12, Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their -Bronze & right shade cap coated White Rigid PVC Exterior Extrusions for Windows s and Doors", expiring on 04,1161?5, F. STATEAMN-TS I. Statement letter of conformance to FBC 76 Edition (2020). dated 0422i20. issued by manufacturer, signed and sealed by Anthony Lynn Miller, P-E. 2. Statement letter of no financial interest and of independent, issued by manufacturer. dated 04il8,20, signed and sealed by Anthony Lymn Miller, P.E. 3. Private Labeling Agreement document between PGT. dated 03130i15 and signed by all involved parties G. OTHERS 1. This NOA revises N O A# 17-0420.06 (PVT w1CGI) and updates to FBC2020 (711 Edition), expiring "21.21. 2_ RER Test proposals #19-1155 dated 01/10,20 approved by IshagI.. Chanda_ P_E, expiring 04/14121 _ E -5 , Ishaq L Ckanda, P.E. Product Control Usk Supervisor NOA No. 21-010.03 Expiration Date: April 14,2026 Approval Da it, March 15, 2021 PGT Industries. Inc. NOTICE OF ACC'EPT.AIITCE: EVIDENCE SUBMITTED 3. New Evidence Submitted A. DRAW ENGS 1. Drawing No. AID-5570.0 Rev B. titled "Vinyl Sliding. Glass Door NOA (LM)". sheets 1 through 21 of 21. prepared by manufacturer, dated 10/05/15 and last mused on 0101 sired and sealed by A_ Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALTIA ASSUR. YCE 1. Miami -Dade Depaitn>ent of Rtguhtory and Economic Resources (RER). E. 3LATERL4,L CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosidbl8 iltraciear, Clear, and Color P4B Glass Interlayers-, expiring on 07108,24_ 2. Notice. of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentiTGlast (Clear and VkUe) Glass Interivayers"- expiring on 07iO4,+23. 3_ Notice of Acceptance No.19-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) ' ► %ite Rigid PVCExterior Extrusions for Windows and Doors", expiring on 09130124. 4. Notice of Acceptance No-18-1106.11 issued to Vision Extrusions Limited for their series "LB 1000 Tan 202 and lighter shades (Not}-137nite) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12PA,21. F. STATE.'41ENTS 1_ Statenamt letter of conformance to FBC 76 Edition (2020), dated 02/01,'21. issued by manufacturer. signed and sealed by Anthony Lynn Miller, P.E. 2. Private Labeling Agreement dated 03,0&21 between PGT Industries. Inc. and CGI Windows and Doors Inc.. signed by Dean M. Roark, P.E., V.P. Engineering, on behalf of both companies. G. OTHERS 1_ 2his NOA reuses & renews NOA# 20-0429.05 (PLA w/CGI), expiring 04114126. 2. Tiie ru rent associated PL.A CGI file #21-0205,01, expiring 04!14126. E -6 t Ishaq 1, C'handa, P.E. Product Costly I Unit 5ttpery ,or NOA No. 21-0205.03 Expiration Date: April 14, 2026 :Approval Date; March 1& 1.021 N O � C0 O =C U O O co fa "C7 CL .� U CO O N 0 O c O _ U_ _CU to a) O aCn :C � CU Z W J Cn E Z CU > O > L CL O lL Q O < CL (1) -4-MaCU V o0 F- O L. CU w Q� z J Z Q J a SHEET NO. PA 1.4 �� a March 6, 2023 ��_ /I I LI EGO iNC I ILLIT TESTING t3 ENGINEERING COMPANY WA r t1?R A. IILLIT, IR., P.F. "Ileco/6daol.rnm IL1- LKWW.\o MINA' PLC U_m %, NR„•1•1 PRODU.OT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProteGtlsliProductsIll 4800 S.W. 51 Street Davie, Florlda33314 1, PURPOSE --OF EyA1UATi0N: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 190Fi) 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 bast 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. EViDENCC€$LIgMITTED: 2-I.-PRODUCT UAL A LUATION DOCUMENT tF.1.D.); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL". sheets 1 thru 26 or 26 prepared by Tilteco, Inc.: signed and scaled by Walter A. Tillit. Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 41; fs Evaluation Report. `s`! ,r,.R A. rg4!"l am'. �.. - r 1 1_ 7 ` No. 44i67 i/ ,,�'` .BP s- "i {, _ Ar 76 __._. • , ,, AiS•. 10PI0P ..-\�V1`. 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phurle: (305) 871-1530 - �lir7s,• oAipvYa PRODUCTEYALtiAT10N BEd'-*"' "" .ZOA122L.11x 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 2 I 1' 03 as per section U28 of the Florida Budding Cede. Uniform static toads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/18/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116i1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No 0219.01-09. dated March 4, 2009, signed and Sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E 2.3. STRUCTURAL ENGINEERING CALIUMLATIO.RIS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as rnaxintum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. 3 MISSILE IMPACT E311STAll Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTAN-CL 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10. 14, 15. 16 19 25 and 26 of 28 f P I o Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall he as Indicated on sheets 8, 9, 10, 11, 14, 15, 17. 18. 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176. SA 1NS-TALLATlQN; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14. 16. 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. 1 ,I�ELi1i10ANT/ rppl " a�3�'Q..-\rl P 's ` _y ?__4-_� /7 `'STATEOF :T -4w %ar. F0RIDIN',;` (. ; iN''',,0"NNA,' pntu nqOWNS% __ - -----.. _... __ --_ ....._. - - -- - -I------- _ .. - -- - --- ----- GF]•)E- NOTES: 03) W CASE nor PIIECNSI STONE. OR PRECAST CONCRETE PANELS, ;'.M.LAA ;H A- b-C, bf Iv)NO ON THE (Va{A �_iQ_WK EXISTING WALL, ,MECNURS SIWL BE LONG ENOUGH TO REACH 114 MAIN STRUCILNI BEHIND SUCH PANELS , STORM PANEL %H7AH ON THIS PRUI„)CT EVW.WI'K)N DOCUMENT IPE.D) 105 eft" vERIBD (OR COMS.MNC!" W ANCHORAGE SMALL % AS MENTIONED IN a.,) AFIU M 82) ACCORDANCE WITH THE 2U20 01n EDIMPN) OF TIT FLORIDA WILDING CODE. (CO 10y5D1Ta& 10M :MIN. SPLOCIF)C--1)6llIt3'-.:i !..R.,ii.JFB1.. OtSION WIND LOADS 5)WL W' DFIERWNFI) AS PER SECTION 1520OF THE ANWIT MENTIONED CODE, - 1/4 'it TAPCON ANCHORS. AS WAUFACTUREO BY OR BUNDTX. INC - #14-10 PANELMAYE fEMALE ID AND PAK'.NATr PLUS ANCHORS. AS PRODUCIS MANUFACTURED W ELCO CONSTRUCTION 1OR • rPlt➢ SPEED ASREWIRLU B'Y THE JURISDICTION WHERE THESE SHUTTERS WAI BE INSTALLED IRO FOR A DAECTIONALJTY 1ACTOR Kd-06S USING ASCE 7-16 AND SHUT NUl' EICIF.D UK MAXIMUM (AS0) - 1/4.0 LAG SCREW, PER NO.;. OS" 9F"SUNE RATINGS INDICATED ON ShU7N 7 IHRU 12 14, 15, 15, 19 41 20 .- 7/10'P , 5/6' WOOD BUSHING. AS DISTRMBUIED RY AI. PON' SCREW, MILT r SPECIE+', CO. IN ORDER 10 VERIFY ME ABWL CONDITION, IKTIMATE DESIGN WIND LOADS OCTERNRIED PER ASCE 7-IS C I) MINIMUM IHRGUED PLNE1M LION NN50 WOOD Y TAPCON ANCHORS 5110OLL @t I 1/2• AND 2• FOR ELCO PANELAMTE PLUS I SHALL OF FIRST RCCUCED 10 A.S.D. DESIGN 'KIND LOADS BY MULTIPLYRIG THEM BY 06 IN ORDER TO AND PAKWALE FEMALE 0 COMPARE THESE W/ MAN (AS.D) DESIGN PPPMRE RATINGS INDICATED ON SHEE-M 7 FIRU 17. 14, 15, 16. 79 A 70 C 2) MINIMUM MRFADLO PENETRATION OF LAC SCREW,MIO rHE WOOD FRAME U 111 S1W L St. •. 1/2' RO THREADED IN 016R,R 1W0 ATI Y THAT ANCHLWS UN TN* PC 0 AS TESTED WERE NOT OYEN STRE SSEC), A 331E 1NCREA)E N A LI oWABIE PENETRAIM INTO STUCCO SNLI: BE CONSIOIPED AS ~I OF IHE REOUNED THRCADCD PENVITATION STRCSS FOR WWND LINOS WAS WL USED IN THEIR ANALYSIS. rAMNERS SPACING 10 WOOD HAS BEEN DETERMINED IN wCOROANCf WITH OLDS Tole. C3) YNIIMI.IM EDGE MEAWr or LAG SCREWS, NNIII WOOD SNAIS. BE AS INDICATED 1N !H_ URAWINC STORM PAWICS AGE OWCY FOR IWPACT AND WO RESISTANCE K45 BEEN VERRIEG IN ACCORDANCE WITH SECTION 1626 IN CAMINa11M PENETRATION O WOOD BUSKING SHALL BE S/e' 1/4 / T14C ABOVE MENTIONED CODE AS PER HU WMC ENIDNErRINC r TESTING INC REPORTS 96-569. 96-570 r 96-T30 INC • e-ZO SCREWS USED SHA,1 FIE ! I 2' LONC W+VUM FrWSTPAIM TESTING LAN INC.. REPORTS 12032 r /2126 . AS PRO OE'DIS TAS 201. TAS-202 AND TAS-703 SHOULD STUCCO DUST AND 1. MINIMUM FOP WALLS ODD NO STUCCO AS WEIJ NNEST TAB Of SOUTH fLOHXM. REFO,n 00219.01 -D9, A5 PER TAS 701, TAS 10: AND CS) R. CASE THAT PRECAST STONE. Olt PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOND ON THE ENNCSTI TAS TO3 ST aTAN0ARDS. ARD5. WALL. ANCHORS SHALL SE LONC EW,W.H TO REACH THE MAIN STRUCTURE BEHIND SUCH PANES. 2 ALL ALUMINUM EXTRUSIONS TO BE 6063-16 A!AY AND TEMPER (UNLESS OMERW45E NOTED) SR SHEET.2 MCHOSEAGE SHMl RE AS MEMI)ONEC ONC.1) C 2) r C 4) 3 7 M AT All ALIAIINUY SN[.T METAL IISFD G.OSIIIKS SFIALL NAVE )NOS-N 14 ALLOY (0) ANOHDRS SNWI BE N45TAL,);D FOLLDwING ALL OF HI RF[O4Y(NOATKx.S AND SPECIFICATIONS W THE ANCHOR'S MARUtACRXtFR A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL WARY STEEL ASTM A-65J CRAM SO MIr6MUM, G-60 6 PANELS WY ALSO 81 INSTALLED NORQUNfA1LY FOLLOMNO INSTALLATION DEINLS SHOWN ON ACTION 3 MROL:GM 10 (SHEETS 4 GALVA(D STEEL DESIGNATION W/1YI. 945 4, (AFTER POL LEDJ IHg0UGM1 6) EXCEPT nwt READERS Q; r ® SIVAi NOT BE USED 4 r , COATED CARBOY IN AS PER SORE BC EEL 5 K TO STYKID S REEEL Xl DP 3 6 ME SERVES OR n TH 9 ENE. C SPON51 Ol' CONTRACTOR 7 ry, H P T R Dll OF THE CO RACTOR 0 vE1R THE SOUNDNESS M THE St uC LINE WHERE SHUTTER ttI NE RrOM IN TH As SHALL I Y _ ION W/ 50 IWH YEID i1RFNGir. ANE1 90 4N TENSILE STRCNOFH i SHWL COYPI.v W/ tI,0A0A BUILDING CODE ATTACHED lU NSUp{ 1NHOPEW ANCHORAGE TM5 SMJITER SHA:I IONIY BE ATTACHED TO CONCRETE, 3OGN ON WOOD FRAMY ACHE W OON SECTION ?Art 7.3.A NV..OITNGS r T - ) . WITH 1 AN. ,l , 6 S O AsIll A 70 GAIVAMZEO S oR A51 3U SERII:6 51ANI.E55 STEEL .,R KI MOO -MUSE LL BOt T ,R1.A r 51REHOT4 10 RlGUL STORM PANEL MIN LENGTHS OVER 6 -8HACC THROUGH 17•^4', AS PER ILY MSWs 6. B. r NO ANC KTEOWNERS Rv, 9W II N I TI r low O SE SHEETSRPA S. 6 12 RESPECTIVELY, EV SHALL HAVE A :EK, PE AND READILY ASNU MARANf, NSTRt1E:11NG OWNER M AIA•/IORS TO WALL AWN. DE A9 FOLLOWS ' TENANT 10 3EUNK PANELS WITH AVPEIU@LE RE,1'QORCEYENT WRRX• PCRYSOS OM IORRICANF wMWNG (A) T{(J,j[)$HEEG.1,110Eil LOOKAWL 11 THE 1NSI4LNATON GONTRACTUtI IS t0 SEAL/CAUSE ALL SHU IER CDMPOIICHT rdES WHICH REMAIN IN C(MUNI)OUS LY.INIACT •KITH _ 1/4.O TAPCON ANCHORS AS MANUFACTURED I?, f I IN 13URDINC (MI"• C -),92 p..,.) THE DUILDINC TO PREVENT WPO/RARI NTREPSM - 1/4. P " ASA:NORS, A3 MISTRIBUTED C• BT VIALTFLOW INC (LAN. P.F.I.) - 1/4Y I' 1/4• 1 0 At SPECIALTY 17 STORM PANEI INSTALLATION SHWL COMPLY WITS! SPECS INDICATED N THIS DRAWING PLUS ANY OULONC AND ZONN,: RIWLAM4S /46 DUO-S SET ANCHORS. AS DISTRIBUTED @Y Kl POINT 9CWIW, BOLT r SPEWL7Y cO PRoWOln ey THE tURISDICTION WHERE PERMIT Is APPLIED To (WTI 1'c•7000 PR.I.) p..-, - 114-,0 PAWILM1FE FEAALL IO R PANELMATT PL,Ii AWPOW5, AS MANUFACTURED BW E1ED C'ONS1Il,JO! N PRODUCTS PREPARED DOES MT PRFMIk INrORAAtKIa 11 (°)ILA CSMCAFAICWPRO DOCUMENTTION EFFROM (MN. "•r-3350 P.6.•) A L ERE TE CONDITIIONS DEVVATr TICK PEE, . ,/4-. Cr TAP -:RIP ANCHORS. At. WNNFACIURI:D BY iRU-FAST CORPORATION (r'c•3600 P.1 ) (6) CONTRACTOR TO K RESPONSIBLE FEW SHE StLECTION, PURCHASE AND INSTALLAnCN INCLUDING LIFE SAFETY CIE THIS PKIOUCI A1) MINIMUM rM1LOMENr OF TAPCO%ANCHORS INTO POURED CONCRETE SHALL BE I 3/4- 2- NON PAWSMATE FEMALF SE BAC ON THIS PEG. PRO"'i HE/SHE DOES NO OE%AATE FROM THE "VOTONS DETAILED ON THISDOCUMENT 0 AM) PW hAALIF PLUS AND 1 1/4' TOP CF TM -GDP ANCHORS CONSTRUCTION SAFETY AT SRIA C IS FK 4:ONICIOA'S RESPONSISMITY A7) CALR-RI r SOLID -SET AN SWILL RF EMBEDDED 7/0' WtO n, ( POURED CONCRETE NO EMBEDMENT INTO CC) THIS PRODUCT EVALUATION DOCUMENT WR.I BE CONSIDERED INVAUU R MODIFIED STUCCO SHALL BE PERMITTED 1/4' 20 SCAO USED MALL BE 1 1/2' LUNG MINIMUM SHOVED STUCCO EXIST. ND 1• MINNL74 FOR RALLS WIT„ %v 5W:U. Aw MAY Air HFAOEU SCREWU S OR ALl THRDEo SCREWS w/o ACID, till STIE SPE01K PR06KCTS SON) K PREPARED EST A rLQHSCTA WGISTENGIN ED ENGINEER OR ARCHITECT WNSCN WILL BECOME THE ♦M YI11N WING Ruts tMONEER OF RECORD (E.O.R) FOR ME PRO.ACI AND WI1C WILL BE RFSPONSIBLE FOR THE PROPLR USE (>I INC P.ED. ENDINOM OF RECORD, ACINC AS A OCLL.CATCD CMDENEEP TO TNC At; IN CA5E FNA,r PRECAST STONE, PNECAST COICRFTE PANELS. PAVERSOD , STUCCO OR WOBCMGS BL IWND ON I., P.E 11 ENGNCERIII 1-11 , SHALL SUBMIT T5 LICITR 141 111E 111111C DRAWINGS ION REVIEW EXISTING WAL OR FIOOR. ANCHORS SHALI DE LONG F NDLION TO ALACH THE MAIN STRUCTURE BEHND SUCH PANELS AKNOW41 SIWL OF AS MENTIONED IN A. 1) AND IN A.2) (.) TIES PLO. SIWL BEAN THE DAtt AND ORIONAL SEX AM 5I{NAIVN Of IHE PROFESSIONAL I ENGINEER Dr RECORD NA, PREPARE) Or (d) IDID IKlS�IFIT B.GLT._%AU.,A5.BE..L-9O 04 SHUETER WNUFACIUMR'5 CASES. SHOAL K LOCATED ON A READILY MSIBLE LOCATION 07 STORY - 1/4• r TAAOON ANC40NS AS MANUFACTURED B1 I 1. W BWLOrR, INC PARE SHMTTTR IN AMORDAPI(I WITH SECTION 1709.9.3 Or FLORIDA RUILDNO CODE. ONE LAOU - 1/4, P A 7/0• CALK -ON ACHEIt'.. AS AIANUrAC1URE6 ON DCWKI INC (INN rL-ISoo PAN) S14A1 RE PLACED FOR MRV EPLNHC'. LAMLING TO COMPLY WITH SECTION 170902 OF n/E . 4/4.0 1 3/4• SCLIO-Sn ANCHORS. AS DIS'RRUTEV BY ML POINT SI:REW, 800 At SPECIALTY CO. IIOPIW 2IWi DING CODE (MN U'c•1606 P...LI THISD1U1WtN0 51ALL ONLY BE USE11 tD - ill IT ✓ANEWOMPE FEMN.E IO AM PANELMATL PLUS ANCHORS, AS MANUFACTURE➢ BY ELCO C'ONSINUCTNW 11111111 OB,NN PERANiS N THE STATE OF rLORIDA PRODUCTS (MIN rc-2071 P") I) IM„1 1N4.-A - I/4' 6 CF TAP -GRIP ANCHORS. AS MANUFACTUr,FU BY TNU FAST CORP016lTON P��ER A. 1/1 -, �A' B 1) MINIMUM EMBEDMENT UI 1APOCIN MCI:OR4, ELCO PANEIMUES AND CF TAP -GRIP ANLYRTR. INTO DNr \C FLORIDA BUILDING CODE (NI h Velocity Hlnrio0ne Zon9) BLOCK LOW SNA., BE 1 "/4• �' T£ r2R76 „nro NK 20 GAGE GALVANIZED STEEL STORM PANEL ,AM1, n 0.21 CAUL -IN r SOLID -SET A/4CH101Y SHALL BE EMBEDDED 7/e• INttl ME CONCRETE 0-OCI UW NO C NO. 4 167 I -- ---- /�--MIN er/IB/pF9 NTO STUCCO STALL RE PERMITTED !/4. 6-20 SCt1EWS USED SHALL K 1 1/2' LONG YPPNW 'A++'11vO.'CO „y_�___-Z- GLOBAL PROTECTION PRODUCTS, LLC. ,AR G:A�.r�_r_�_ :' EMT. AM0 M• umrMIHN FOR wauS M1TH No srucco. ='O'• S7AT OF 1 L� E� - 5r " 2 -- __ _, � „`-LUX W. 20-176 i 1A.R e: .f(OR DiN u +�HR ..AR.A F. - ,ce.ro_ n.a .>.W._, •E .a-!!!!. WW _ ^.+ 'NNsIDIVA run/D.n wtvr4 TR�IR'+P.. I( wn-,» Ip 9m I m HE al INSTALLATION DETAILS FOR RE_G_UTAR_PANELSrij & A KM EXISTING POURED QQNCRETE_ OR CONCRETE BLOCK .STRUCTURES IwNONn AMC>QA4 (SEE SCHEDULE O, 10"CRtn ANCHORS 11 SHOTS 9 N.1a7cN 9) CONCRETE A.K„DWS SY(F)S I -ON UGND" 6) \ - - - tD: EONCRAE ANCHURM (SR Se-MAL DK-_ Co. POURED WHETS 9 IH«ouCA, 9j _ I EN611N(. PpUNFD n 9[[TSHlglrwU, 61 4 N CONCR4IE RFou111E0 C1\ �14j [DN[Rni REDIMeFO f I ` }/.7W /•EE III eat E-_I .Y J, A. ;t \�.. F� H17' rrff� 7 /y}�san IC - `!Y. N.n M�I. dO�..NLLas. -- I/4So 411, 1WJ4.i ) 1 I 1Mr.. - , 1.t .-. ,A15NYc AOVALP t U 1 I 1 B , _ I « COMCAett I 2 ! 3 11[--.. DusnNc 1I)URED r n - I a„, L D ®.. I C W OdrREP I ,p I �, 1J � CONCPr'I RrOUIRED 1 C•A y .11 T L4» I 1 _�. P F iY I WC .aR l I 8 i RW NJT 6• A 1 1 �NAN �6 a iT'N.WE/,A�u 1 1 4 -Iro. ,6"iM. f.RRMV6,16N 1 /1,, +W5 IS 1h'eC Iin >i>1�A 1 2`/7-4C -1,1W �11IAYA'DN 1 I M ,aM I jtI}t' L.J 1) J 1,1111 .121QHA9 I Ira NS R I \� ) r,A' " I N9.-i I i SV InNI .I',�AW I t4j 1 «>�°N I `� I , i I I ( A a ..J i L. _ I tr 2 I 1 � 1 1 (' , I 1 g 1 1 I 1 -O FF I 1 , 1 I 1 1 _I 1 1 b I I I •',B) 1 1 6 E I i I O I . I - iZ M3: ; EYErr iTA R I „•1L3Y I 1 I • 1 tWRY SS,O e $ I ( "2 I/r OL ,A�,�I. �Mn� W "15TI� POURED E 0 ( 3i. 1 I i •9 1/2- aC L.0 I IE "ISTNIG POURED t n '-1 1 12 ,n' DL CCCHKIIC�[ OR t I T•r. 1 , LAV,sKL POURED � I r ,UR NN. i ( CONCRETE OR - --E r o.cRnr OR_;..__. "NC OUN� BLOCK I IF] It 16 . I _ I L 'DNCRETC BEO(X - CONCM�E BLOC �'WW . • - REOV,REC, ,/2' WOOLOP, ,/2• , fff r\ _ .3( PW / - "YIP CPICRrn' A,ICICIIS 'M• Y L - I DOCCONCRETE K N N:CNKIPS _3/•'_ ! n :M [d11�411 f.0MC11[TC AVIIl10R5 1• YM D. (,]/�,wOG LMLALTE WL:IWPY O L &6,�„ TNI:¢PFD W/ STUD 4, L.N.. DP IT Cw (SEE SCI[W,E 0„ (SEC SCHCaAt 11N W Y(WE V..UsUlf ON (SEA KMCVELL ON SNEM 6 T."CIL., Pi SHEETS 9 tHPDUGH U1 . C[ a T"r1000H .) 6" SKIS .' DL 5HEF1S I !NHOULH 0,, WALL MOUNTING MUX(F.AND FLQQR MOUNTING BSIJLD..Q�j_M4iilirlLiG ALTERNATE BUILD OUT MOUNTING SECTION 1 SECTION 2 = ,ION 3 SECTION 4 VAlt J/e.,` SCALE 310-1 ',CANE !/6-1- S,AL 3/e-1• T I I 1 E.D - EDGE DISTANCE 1 MN I O i (SEE SCHEDULE ON -IIFDR 11.1l.,va6✓n, I i 11 SHEETS B r 9) 1 w Ri1°i I S 1 I v-'p�, i NOTE M8_ GQMM&M DF�C�T-FOND row1 0W I 1 1 It r/r oc TOP r BOTTOM MOUNTINGS CAN BE 1 Ce.A I rltl ,HGR "N11�� A"o�A' COMBINED IN ANY WAY TO SUR ANY r 4 I _ ' ````p P\'\ ... .....((/l !• INSTALLATION H ; r L10ENs ' ✓9 i 1 F •. s (High sl c rric ne FLORIDA BUILDINGCODE N V o l Nu a Ong 2 I«( v h CA -CRE PovN - 5 ED f CONCRETE -)/A•- 3 '• 7 e7920 natty, .K I, ACaO,NL'0. - ClWrntnOANCHroR5 _ * : * 20 GAGE GALVANIZED STEEL STORY PANEL I1A>N W (sit a �RoueNi1 91 i 9'•. STATE �r. .1 'l y !..-_- � ---'--...----- n/E6nom_. = o� .. . / MOBAL PROTECTION PRODUCTS, U.C. D,1E CEU 1NG AND FLOOR MOUNTING '' 1ESS OR10k • '' IL' E C O INC a s6 51 s TBLR 1♦%TNO r VW11,NE(RIMO COPRA Y TWAT, 1L 353'. SECTION 2A N / N .E +� ' i r R w RA AA4 -OP, N M « HIDNt 165•)M-75,e FAIL A (n• 6511, 20-) 76 '.. "A',I /111111T711 {----- G-00061". W.- - � 1111gIMK W.- C. SEA 1'LSNA MC/Mn -110 A CILLn ♦ R f wi , - --- -- ERRtr . a 26 PRODUCT FYAL111 7'LUIN RL,1"Oli'L'.NO. 20.07.1ill 7 6, MATER,lAL CH RACTERiSTICS AND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LLMjTAT OM AND CONDITION$ OF US: 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 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176 prepared by Tilteco. Inc. and signed and sealed by Waller A. Tillie, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7 3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,,,2,HIRHnhN s ---� _ 'ao. 44167 W - * : TI• a a`•o'-, STATE OF ;'4rc - .-o-0� .,=lOFtlp -1,�a �'''"SSION A1• EN,,or WATILL 0 1 TIL TECO AOMON RECORDS, P. E. REPORT 20 \ GLOBAL PROTECTION PRODUCTS, LLC 120 (RAGE GALVANIZED STEEL STORM PANELU DRWG # 2P1761 REPORT a 2D-0726.01 1 1 L I ECO INN TILLiT TESTING & ENGINEERING COMPANY WAE A. TR P L. TER ,tJr,rn• c PRQI)UCf y ,_E.. A31zIlATi9lLBEP48T REPORT NO.: 2o-0727.02 DATE: July 27. 202E PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QIo_ II rQte01 in Products, Lill 4800 S.W. 51 Street Davie, Florida 33314 R.Pr 7,iPr/.N. 44;•:' ILIA. LIFRAI. Nn. )0 I 9. P41RPtOSE_OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation This product Is being issued an Evaluation Report as described herein. and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in Case of a Building Code change that may alfecl its limitations and conditions 2. EVIDENCE SUBMITTED: Z'1.-PROQUCT_EyE1LUAT10N DOCUMENT (P.E.D.): Drawing No. 20-175. titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 ll 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr , P.E.; dated 07/27/2020. This drawing is an inteRllT,k �f 1oE/I,�Is Evaluation Report. : `\•E ...'...sizC ''' f0-t -, \GEN - `- '! 3 � . S�ATF OF .�� s �,�'•. FC0R113I .•' � ,4 , ., F 6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-il,Q \-;iA(3 X -1531 01lP9N NZZJQI�RE.CQULAR dE UfE SAFETY STORM PANEL (SCALE 1/2-I') _ 15.196' (TOTAL WIDTH) _ _. _ _ ,5 196' (TOIN W,DTH) _. 12.500' (EFrEMW WGTH) - _ e.7S0' -.-_. I 6 ,/.' _ _ -, - 1,3}0• 1. - ` SOD• • ; oo' 1 L5f1' -' ,1 ( ,- % . ' - 1 SSn' - . 00.59` YIN. TMC•S r^ I.3so _ _ _ _r_ _\ t - ..A "'A"NIZED SITEI. I ,��• 1 .` (- i aM` -f I'- 1•--'�-5, ASN A-.' 'fqO / r 1..Irly'} o0m, YW OP. •Y,, HEl1Y 71S. I • 11. • .f •^ S 'k GRADC 90 MIA H[MYE4 r - r .ECE,.77'' 2.86Y / A 2's.". c-6o cuV ! /J/pI CNVAAS7re "' EDGE f _ CrICC 7,000• / •� I TIP As,M A-a5] Z.� 2 •• HeAMtn T .\ ` r 2''P NEYMEO \\ r EUCE \ cRAG. o `LV � `•,\ ➢[TAIL L.I EDCC '•l X. aCTAt e.. I_g(TAR • \l Ae.e' c.-w cxv. ` ✓ L. DEua A 'y Ae.B Aw 6 250* - __ -_ -_ , ;;;:/ L J 1 .._._ ..______ Q STORY PANEL '1A END STORM PANEL - 2,67' - I - R. �II _ -- ` '11 I.75oi 100•' COL 12S• I-: - 3,." 1Kf 1304 5[MS 22]' 04,071 S IAN1 ,8 .%_ ,.1 I- 1 W/ HEMAtP APCr r, / 1 .100'it a �B]00 I �.'n' io AML2[ i n0 ro',W6CA�E lw - .Asa'_ 1 %F 6.9.rC' , �, 1 II 11I f/•,Q J MX ,r,, lO.OB' , I .�3.12- I ,2 ,/2- ae 12 1/7' Ile It / _�.r • i 3.375•.3•.093• 2000•,.500• -SEE --,.500' ,-•-�.-•S-� .OB3•OCTW1DUAL I-�o tso _ 2 a 41 N--_� , Sol: 0 I 19",2s r 2a: -- T r/1 . -- R O -37a . RR -.30• I I _.-i 12S� L ' - 7 1 1 1 - -_r /N i a J . !.. .. H � I IW .SIX)'. ISOMETRIC VIEW DETAIL A �j `- 2ooD•30'---2.000' - ROUNDED CORNER 0 CN05 (X PANEL'S END uF w( HEMMED EDGE rMa RO «h" READER O3 "U" HEADER © C (N.I 5) eNgl,E 4A) ANGLE "tIIH_ s7uD 4 ANGLE WITH REYERSE - TO 1 PASNES WE Or. F__I ,/14 r 2/,• _•A/"6'. MOLE I'M iSRRlAO LOCATION A! Fvm PMKC Mist. 7 ON, Y. 15' IDN4 I 1 250' - 2.000•- - . QB 2"x7"zlfa" ALUMINUM AdSi1.E A344• , ( 3W, 0 06[J8 61]' I 390' ."7• I - 145' O KEY HOLE WASHER - - 063• o.o3e' (YIP.) 094' CA,VANI7M STEEL '") _ / % t I 1 375-R 1 H"Y 38•P 875'. 1 "N._' J I ,.. 063'_,_ ZAMAC NICKEL 12%- - inTi- PLATrO W"R" NUI emu,,. Al"POAtWLY, 175E WC AFI •N/DUT MN•D,Rrvc 6WS.RA W/ ADDOONA, - 7/e'A.3/32- YA9MR (STAINLESS <TFFI 6R WWL RATFO SAL). 0,P NE Lott M PAIL 3µ4' 6 ' ' e E. I r- i 063• I� . en•8, 1 341• L-1 .625:6 ' - - 2.000' -- - ,-- _,.-••_, i *F TRACK ANGLE `14'! � 8'.1. ""H Hn@µ4 ,+"P A T141 IS" s CEN .9 ', Ss( rE , 375••Y• - A ; NO.44167 # Z lY,, Boolics, PANEL ,k: Q • . STATE F :- Qr 41 E KEY HOLE AT PANEL '9'' = o`F • •F„ N ', ,: , E09t0 . �t ,r - .'-wi NNtIN •.. 1 / , yd _r> PE WAL/PPWM,M 374• 011 0' ,aa- . 1 i...- ' ,, 5.0• 1, ,.671' q R,, 1 DI 064- . TYP_) F:>P30 .=..K --IL I ECO,INI LET, -[rA ERN.I-SS7��1`- 1FHR -Iw.AMrKnP GA LL)t `ZrI:, Pt - M5 - ?5' /.4-20 30. Unit, I i3. STUD RN[TrD To 1.50D. F-) 7S0' I I © PLATE WITH -SW 20 GAGE GALVANIZED STEEL STORM PANEL A o-Mr«,, IS, .ORAL PROTECTION PRODUCTS, TLC, o>""wro/"2e' ..00 Sw. 51 snWn DAMES. n nil. 20-176 Pno"6: I.S.I.w-7S•6. IA EMMA".8767 M r a,•N• r .TAI,LA.?Lo_N_ QETAILS�4.i_R_EG�1.A� PgNE.I.� �s 1 END �W. -DETAILS_ F R_.IN.STLJ,A110N IN -POURED I ON( INTO EXtST�I.C�QURED QQKREJE�I-CONCRET BLOCK STRUCTURES �/♦� �F� p�F�E � �p E � LEE ry � y - 7 � r�F c7 1pL� �� �y�{��� GALA-N DR -MATE rt4ul m. cu»xllE AM3KA5 1 ,/I•.-m2/._ F.�./� yALIQ_FDR IlG1EEAJY4 _ll E...` M A►.� E-Z ELY.l3E-,7T VTllrl_FIMU-2E,L_.LF_FA PAIELwrz K" OR CT CAP dw L- SL 1 .1 Cw ii4 V .111:'CC 2• 'SIT WINEDUtE ON sHm a k 9) N= 6 THPLI 9, I• f -,-._i_Mln.- riJ 4 '4 -t' - I /- _- I H . �s� -1 is 1(if .t�y'MR.. I�Y:1®-Y (IS,YK ipAEO ' ', 1 (aT I 1 v1A RLo"I'm I e,» 1 _. �3/ aurae T O _ - - WINS 1 I I �.1 r Ir 1, I I EXISTING PMOM I 1 yJ,1 ,' � "•• I 2I,o Ll-dI tr CILICRETE OR 1 1 to.r A.• .«. ' *"� �1 _ I-„�H°' I I `l CoKRrFE BLOCK 1 1 (`1) ' I 1 I b REOUMED. ; I 99 _ H"' _ J 1 ! 1 1 i d CA5E A �LANi T-- -�„ -. S3; «.I".':. ,.AIR , I ; I ?D�'T SWI 3/10.1' Alca.n W i--1 91/S'wi0: ni. i i CASE B (PLAN) I raD 0A 1 MKIrA-.-.1 1 5 ; JL_ SCMl 3/16-1• o-ea-INe -4 L t I .AWL No-" t I ' UST r1. W�TI '»is-..%® "..IN 1 it fT.H DIA I F9 WA COAS'"MWWM AW.1_ -:-4nA4 •WAfi.'\ t) ; ryI i1 UES "Af"Wi" O�� f H r ,Si .✓: I St ,3 n-oD 1 MA ` ,CAI.« _*11 m an! COrNCRttt (NI POURED E D i I ,�'•-��� I - -: � rw' +nr n,.A CONCRETE Hof.. I EN rn4c POURED E D - 1 CASEALE 3/��� CA5E 0 (PLAN) I CQNORETE D„ _ " %G t 3/16> lc = r_-I CONCRETE BLCKR -�_ _.__.__ ����� wr.rn REWIREQ I 2• ,. �Ll9��� t6 c �'ALn.,o- / _-MW MP%�7N5/35- °• Win^ I%AK-". OR RANEI3A'( - _. •-^ ' ' i y •-'J/4•_ • r oO MP..P ePY'p�aiLmt -"•'.Pon P>.�4f 1. „AWE O AND ANpMOO CIIICP(TT -HOPS (�) •-• AA.- IARI I.Rr1.. ,r tiffPLUC OF SAS, GOP (SEES ScHEmAF ON SHEETS 6MA 0) 7A!.AIL(plJt�l'jlti El J"QTS a InRc%IUH, 6)BUILD Q&a . MOUNTING ". SCALE 3/R.. _-n«,. S- I'NEFUP KOTW -.-. I y `LL) (:'«® SCALE 3/B-,'' o1E"wA: -1 A6.. I / ,� . \.__: CODE. OF FWSTINO r NEW t• WIDE , ,iAPoES . 1/6- E.D. - EDGE DISTANCE "I' P. oW N.O,n opciW.; 0 TO. CA NU4 NPt O1, 1' , {SEE SCHEDULE DN (i oste I CA5E F !PLAN) WOOING ND co/ P T WOOD PLATE SPACER .1 � 5HEF15 B r 9) 1 SCALE J/' I' WOOD I ST ; .L:/ • NEW 1• WIDE , YMffs . 1/6' I 1 `EJ N()?i�PSD!A9lWSA _�T7oNs: ALUM. TUBE OR I' • VANES ! P T WOOD PLATE SPACER 1 TOP r BOTTOM MOUNTINGS CAN BE BEHIND TRICK , CASE (�- N"cMn "c"',6 I COMBINED IN ANY WAY TO SUIT ANY C E LAN) (SLL SCWDLal off - - 1 1NSiN.IAnON SCALE 3/,6.1' "' 1....v SHEETS 6 R«p_ 9) _ I ,x. CRnI F,II (D CJ tEp A il( A, 1 f_ - (/� 1� -•-"� LX154NG POURED A ,y� ''' Ell C. ' ✓�'i, FLORIDA BUILDING CODE (High VelocityHurrIcon* Zone) ,AW 3MC(. , _ HER `_ "W"', N4p@-•-.__� CONCRETE OR r Meta rtNYrl V « TT',NYRWLF , 7(7' w,. CONCRETE .K I.. a TORDO - s I.»T6 Mnco. Ar. 20 GAGE GALVANIZED STEEL STORM PANEL FP W[a. A. - eI ) 3 Mo. RE,XIMFD. SE T SECTION _ NO 44167 oA..N R' x` SECTION X-x ° *t ♦ / -_ - -- - --- - --- 6T-/76/mw SCALE 3/6 ,a: P"l"`r'--`, ! GLOBAL PROTECTION PRODUCTS, LLC. wn. D�li FOR SPACERS REOWRED AT TOP OR g 9 . F • OF - 1 L E C O ii.c. ^\ ,eno SW. 51 2IwFT 0 * FLIT lFillNo-'�Ti41'F�f.M"a9 COMPANY DOWF. FL 3331. BOTTOM_TRACKS ADJACENT.T STUC+OZWOOD BANDS '.�, •. •R10 "`.N" '•-" A.«4,m« nM,« WroNL L6.42w-7s.s YAK (.e,Ne6-.191 20-176 ''IFS! AL4P /soN. dw/m,r 7«N m-w M� . _ .. M. oLLNwo HP F T --- a-IWoe7"P _ - WALTDI A Thur M. PE w. If-, , .IREI . M pp ...-...____-___-_--ItMItAA rL/'AI •4t 7 PRODUCT KYA LL ADON REPORTPIQ_ 211y.727,42 2 2,2r TESTREPORTS; Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, R 1- Report # U814.0 01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz. l and Henry Hattem, P.E. and Report No 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattom, 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.112 v p 3.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc.. dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-e and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated Decomhor 1 2010 signed and sealed by Jerry J000fano, P.E. as per ASTM E-8. 2.3,_STRUCTURAL. ENOiKERING CALCULATIONS: 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 Tilteco, Inc., dated 12/1B110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, J,_ P.E. I M,LSSLE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. _WJ N_D_LOAWRESISTANCi^: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5, 9. 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard , 1-RNA, Til - - _V�CENLSF' % - .__ _ -�`-1;c, Qtd67 7iZ 7� sx o� GATE OF *? ' 0�-.. F m It, ..,a 1� ��''''�ASAS,QNI..C, PNr�I)rrr INAL ATION-REpORiAD 20-0727.112 S IN6TAA1J AT[QN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No 20-175 Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: O Shall be strictly in accordance with General Notes and Components indicaleu ol� sheet 1 and 2 of 13, of Product Evaluation Document (P.E.D.), drawing Ntl 20-175. C� Q) 0 Anchor specifications shall be as Indicated on sheet 1 of 18, of Produce a Evaluation Document (P.E.D.), drawing No. 20-175. = c Lo _ � V) _ 7, LIMITATIONS AN--D CONDITIONS OF U$E: (A T, W 7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indl t ; 2on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17 L" a prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr P.E. CU CD Cr (.3 . 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES is 3 v as defined on section 1620.2 of the Florida Building Code. i > �_ 7.3. Product shall only be installed into poured concrete, concrete bloc , and In wood frame structures. = F0 Li Product Evaluation Report prepared by Walter A. Tllllt, Jr., P.E. (Florida License 1 No. 441fil President of Titeco, Inc. (Florida CA-0006719). �,NNI'"E41 A. 171411T�A� :* .. ItCENSF'-''P ss FvI ,r , :�-�'tir, d', 87 -T - 7/z , -r:- Sl t * WA'FLt 51 'St' Ur, lit TECO ADMON RECOR06 L P E. REPORT.20 l el7ElAL PR0'�cT !N PpOD17C' , L(,yyj4 (3ALVANI2E0 STEEL STORM PANEL 1 DRVVG a 20-1761 REPORT @:OL727 ,vvcr,, .. 4 0 R 10 �� - ��a`S/ONriI E�o'', 1/4, 2/4. 3/4. 4/4. 5/5, 7/5. 11,11/10, 2%O 3w/10, 4w/10, 6/s 51ON/10, 6VO k 7w/II 3• MAN ANCHORS. FOR CONCREII SET: SCHEDULE ON SHELT'S 9 r 9 J' IAIt- . 1• WON - -_ _ _-__. FOR WOOD SEE SECTIONS ON SHECTS 10 III 11 ..._.. --1• MN, D.M.,tJ.O ®i © (..` -r"- i 1 -I - T -r ..t.._T_.. y r- I L . ✓, ,Ir r� T T r T -)- , I 1 ��oc�®® r� j-1 I 2 __[ , - I- r I _{ I Itt- I ,(v-T' I' .---- - - ,F._ t BOLTED RHIi1F1S w/..i/N-20.r•- - - IUI�OLTEO PANELS _i �'•_L i y,6. M.S. BOLT W/ 7/8' . 3/32' (�E SSEECCiTITONS AS i WINON6% 0 CA. OVERLAP I (SEE SECTIONS AS APPLIG@LE) -J I __�. I- 1. ;1 {l /:_ I_L 1 -l- hI ,_ i._1....i I I I- - J.) r... _-_ -I �.I ,11, I r D. M.. 4. _ w , J, i i p O O f 0 1 ®+©•O~®. ©OF _ I. au - 1 /4. 2/4. 3/4. 4/4, 5/5, 7/5. �_ill IMMINMAl- -FI �sw%,o, Bw%�� itw7/w1�1t4w/to, I AKHORS. FDA CONCRETEDU SEE SCHEDULE 04 SHEETS 6 r 9 - FOR WOOD SEE SECTIONS ON SHEETS 10 It 11 J r, I REGULAR -S�RM_ PANELS ,j) & `9 ELEVATION J_N 1 N t.5. I M,. CA:' 2.67' 1Ny•� (MN CNENLM -1 WIEF VALLEY) II 1/4aiIY +I L _ _ . - - ,LNf1]1LI NMII W .-.. _ .-_ MATE GAP /�- HY'�tLT. - 4Jr W 4 P'1 I 0 �P�••� EN ". 9 FLORIDA BUILDING CODE (High V6Noci1 Nurrican9 Zone I _. `.J - NO 44 167 * g �_'�� I'Mo_ R" - 20 GAGE GALVANIZED STEEL STORY PANEL o�FP, F SECTION A__ lt�- \ GLOBAL PROTECTION PRODUCTS, LLC. /D� N. T.5 z q•• ATE UT'-; W - -- ! IT�O IMc. `' LL--.. \ aoo L. 5, 5FM6t• 1%A) ry?s*Ioo • cRc RNNo�w�, A�' �-'L M 20-176 WC .•!I a 7m aAwPO 2H« „aa (PS•wo-H.. (P6.)M-RM> '�''',9FSS " --A- __ _-� ^-• t>mI..... - ... , -.w, - oRMM.0 N ... ' M- u-0006)II w • w� rl w - _ 1 NIAINt• AL/lic- 1A1L/MTT 1ML1MN 4 1lJi w P.I u n_,» , - FNm ] a 76 OMCA Ur .4t6/ - ________'___________._ __ ___ j1SLgLLATION 4ETAIL . EQR REGULAR PAt�E�S �j) INTO EXISTING POUREQ_CONCRETE OR CONCRETE BLOCK STRUCTURES _ ARCHERS FOR CONCRETE SEL SCHEDULE ON SHEET 9 _ PpURCD CONCRETE PIJUREC CC1T41:REFE POURED CONCRETE ,DR w000 SEE SECTIONS ON SH i 12 0R cONCRCIE BLOCK OR CONCFETE BLCCK OR CONCRETE BLOCK 3• M9. 7 67' 3- U. REQUIRED CONCRETE ANCHIOky REWIRED RE CONCRETE M,n. ,' I- - (9E Sc,coAE ON _ (SEE n ANL1 ON (MITE3 A.c1gRS _ _ LOAN ONlNPM-"Low � 9 9 14 W1L 9y17 'ICU 9) - - .cNEDLI,E a+ (Fa sc)(wLE ON py, U M" SHrR 9) SHUT 9) _ .-T - '. 1 -Ir--- _,E- - II h I 1 I [n ; I ; CD rc `v /Y -a ( M.10 a.�Nlr'A"WA .._ w 1M ql I 1 "w a,m IRr ro I -.I 2 - F NMI ro 1 r 1 w2a4Q ., HJII,I rL,D I j,/.'.-9D.,' r/ I I I I 1,/.'r 2p.I• R/ , 1. _ .rI , , a 1,/.•. M•,• ,SUS W/_ y�j 'N >/6 PIAR3.32,11! ,hA I I40 , t I 4 ,>/e F . 3/3E• WNL MR 6 fA01 ISFI.LIeaiIPR _ 1 i FIT.-/ L I,OST,� .) °) . I ISOKRA - I7 1.. ._.. =_ O� 1 r I -- . I SO% OF L' ._ lAA% � i ' 2� 60% yy �DI A �A 1 I I 1 I 1 A 1. Ia wa ovit '• T... r- .Wo 50% °T°' i 4- or % mil ii I i Sos - 3. 4P. D,Y.. (1/ - I41, - - - - n NN/T? ' MP, i or 'L YM 1 Or Y' I. YP,. ! 1, MAY (" 1 ... ., �f I MAX _ NICHORS FDA CONCRE'TF SEE SCHEDULE ON SHEF` 9 _ .l S1- i i FOR WOOD SEE SECTIONS ON SHEET 12 ty ; E ` REGULAR STORM P N t5 Ii ;; A a ELEVATION I I y V7-ell , �- I ,/•• LAVE. GIP {,� P r I 1 l .1_.- , • �i- SOOT 1 7.67' l _. ,/; , ✓✓' t I (TAN 12,EAM_ 1 W)!OLr INLAY) I M. j (1'/ 7/a•AJ/3Y WIND hM •� /-•� I .. 0 12 I/2. OC CONdscHnovur LETE MERGES 5_/ \_;_\- �,..��� '\' -A CONEMTL AIRMRS ]� SO) ON I/4• WJL 1 1 p0„cWtin MCM16 5'Auu ED(�. W/ STUD (SEE ScWTLE& ON ON SHKE1 9) }�ppuURI@EDy SHEET o1 I,OURrD co"c"in w SECTION A -A (TVD.) - pCO RCfE 9 n OR -LYWCI Burg ON CA,NCR r 6LCK'r 1 PEO,P9TO SCALE 3/72••1' AEO,AAVi .to"1Rm Q1RNQll<UNTING DIRECT AND lNllHG INSTALLATION SECTION 1( j scf 3/5•,%CALL 3/6.,- �!„lAN... i �i .I 1 • • it I I I I II II I t-.J AAAA Li AS bar, w/ rA'r1. 3e r NCNNwC " r MRr olESwin. " I I ,T, • f I j ' : ! f�,�+. 1 1 I ._N_. I I _.--N-.. _L I � _A 1 I II I I I ,. V.,....., .. ✓7.I,' ,. P ; •' 11 \,\DENS- FLORIDA BUILDING CODE (High Velocity NYMOOn9 Zon6 0 GATV NI2 D STFEI STORM PANEL 7 GAGE A E �,,,,, eN - P2Pt0 hl[W PK r I NQmE roR COMBINATION Or_5FS;THM5 = NO 44167 c E,D. - EDGE DISTANCE j (SEE SCHECULF ON TOP k BORO4 MOUNTINGS CAN NF COMBING IN ANY WAY To sCA ANT - * - - * •' .a '�- -Cy STATE 0 - ' e I. -I. J... , t IL E C O llec ------ _ ---- - GLOBAL PROTECTION PRODUCTS, LLC. - 0/T9/rn9 CAI, SHEE• 9) INSTALLATION- F P ! ZOO .d ,A ,r'•., ARID ,- / ,. ep ' .C,1 I nu(t,-io . --0 ,w covA.r Fl( 4 w. W1. euePK n N,« MDC SR ,r s„IELT DPI, n 3"R PrtlM.. (YS•)M•IS•6. FA. 20-t76 4 HIS! V - ...,. lAW)Ma,-ono• 1«1, .n.,AA 7lsIrr,r -----' --- r ,_•y - I F"14t ,.,.L JN l2G7wlua/DAn 11{IIAL« WN YN A N.I ,N. P1 .HAn A 9I n _ -_ - _._._._---_ _._._�____ -_ Qa N C_ C/) M N -4-' U S_ I- ^ = O 0 O N Q_ l V V Q_ CM -I--- = O � 7i CZ U O (Ol -0 (n O O Q L O O ?: M O O }' LL_ LO - M r ^ (3)C M O _ Ill IN N Q Q F- -0 .(7- CIO Q E Z Z W J �^^ J\ Ltl . w a) C_ Z3 � O U) 0- S< 111 CIO O ,-- C.0 L W Z3 LU G Q Z Z Q SHEET NO. SH 1.0 PM PociKIES I I A % .*CT . ow"N't INbNP" Owl I WALL ..AND-B&QB--MQMN.Tffi-Q-MIALLATION FOR QQP,,rj6 SPLIT PANELS CONIP,", NN;NP, (PILL Po4Cw ON X 1 • I-T-7- i-I -1-1-1 r L L J rl III i"IL LUUM T "L, ��L2 r ELIOT P `RILL ER L1. fIUAUNP o'l- w. TANcom , C --3 . I, I PIENMU'I IN PAUDDI 01 1 NEWNNM,_ Nru ON, ED. A nUn P.DC. I ULYATM SCALE DLIAILJ I_UP 10 111h IOU -XIN ------------ A'2 !1 MKILl swW`N` W NeNTUAIt ri I MAiNIN) ELEVATION I SECTION Y-Y SMWAa SPLIT STORM PANEL ELEVATION SCALE SCALE 1W." ow. DETAIL 2 I , J MULLION SCHEDULE M... MILLION REQUIRED IA� rpm(n) - TUK ..L.Ok w-Lit' to F;,-ior T. 1' • SP FOR AS -SWIETIE RATING UP PRE �e SECTION 1 PANEL* LIMA ORIEMrED SCALE 3/ft-,- NOTE. MULLION CAN ALSO Of INSTALLED 0/0 STORM ITELS ON TOP 00 R01715W SO THAT IT 4 LOCATED AT IOP OR Boo 0' OPENING (ONE PANEL OPENING W1 TUBE TOP & BOTTOM) No. 44167 A, FLORIDA BUILDING CODE (1119h Voiocity Hurricane Zone It"POD. Ne 20 GAGE GALVANIZED STEEL STORM PANELrr 11L GLOBAL PROTECTION PRODUCTS, LLC. 000.. 51 1NItt, II- wi. ------- _ IN (1IGII)NEIII-ILM 20-176 TiLLIN 111111TENI; 6 DINI,mvOoma COW"" EPA - IN W. OPPIP.-Im, 44 ",.;" INSTALLATION DETAILS -FOR REGULAR, PANELS (1? A INTO EXISTING WOOD-SM"U _U .-MKIPPIA0, ri f7l W TENT A iv. I I TAX- t K,ii III PAN, j 11 WALL MOUNTING INSTALLATION - ALTERNATIVE 3W SCALE: 1/4' F --N BUILD -OUT MOUNTING INSTALLATION-ALTERNATIVE1W SCALE I," - CEILING & FLOOR MOUNTING WALL A FLOOR MOUNTING WALL MOUNTING INSTALLATION - ALTERNATIVE 4W (SECTION AT TOP IS UMITED TO .55,5-670 MAX. INSTALLATIONS =-ALTERNATIVE 5 IN - ALTERNATIYF 2W ALSO. DESIGN PRESSURE RATING) SCALE: 1/4* - I' NOTES FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALE: 1/.* - I* 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS '" UP TO +.,15.5. -72.0 p.v,f. AND PANEL'S LENGTH UP TO 8-IS .- .. EN - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR FOWL z No. 4167 0 GAGE GALVANIZED STEEL STORM PANEL NOYLFOR COM0INAT141i4F SrCIEFONS: Si f OF PRODUCTS. LLC. GLOBAL PROTECTION ITT /m/3420 WE 10 CAN BE P & ROTIOM MOUNTINGS RID11 e W.ML �11 20-176 COMBINED IN ANN WAY TO SUIT ANY I NSTALLATION. PKANN; IN, If I I NALith A TIULJtI I NI co.cwt Aw"M CONMIL Aww" CONCRETE MXNKWS� $01: SCHEDULE ON ISFE SCHEIKILS QPI -0 SCI-M SEE SECTION ON " 0 (SU IT utm 14) SKILF, 141 1, 2 & IW/* 1/4, 214, W4, 3/4 ON 4/4 vOURED co -cam F*I, 2 1WI log. sw J-7w POLUD co"com ftlo"WE D OD r-moN smcv 14 IIIND PLAIN tMnw4a pa (11,11111111341 1 pAmaj (FIO PALES IrTSW xPARAQ. oLA= TO CLA" IE` $TM • 1? 1/2' 0 C STUD 6 12 I'M C V_ /4 5/8' m. (CAN I IP v . (CASE IT - IN RX, 1IT-1 -,� I �1 =15 ,It w•Irs I $. 1111.1 1�ui C -1 (Sit oil 21" CALLIFANATE tocAlhom a OLD PmEns) Tim ortws 'p. _ f T OR 'No "ITT (W DETAILS 1/1. P0,. 1.K1EJ It 2p.) OR CONCREIT T okm `EkL .QUP(I, L1 0-1/4, 2/4. AA 3/4 ON 4/4 +1. 2 & I�W/1511 1 a IW/15 AiTut.'Arr OcAT-m - - ON LIFE SAFTIN PANEL PER ./No LEFT SAFETY PANELS LOCATION Of LIFE (SEE NOTE 'BELOW) I� RMAM PANELS TV/ OR %ArX?Y PANEL 8 /D REGULAR TRACKS (%If 14011, 1 ArLow) LAST PANG, BE sT&LLu As cowftm ANCHORS Azo LYE WWPENY PANY[ OPERPNe SNALL LSu NuEALL m OPTION III I RM ""Ili �01,17 FOR WEE S6 ETY STO 7"/ PIARENTIENOTED c0wrION TO FACJEATI = I r Ifto'-wo To LEE WMALLED O c- cow -Kit AAC"Oftj PANELft & JA or STRUCTURE OR REMOYFD FROM tfS Lm" Me"Coo" ON pw I.) ELEVATION WALL MOUNTING INSTALLATION WALL A . FJ=R MOUNTINGATION srALF 5CALE� 3/8" - I' - SECTION 3/8' �7' GAP I LIFE%A t I Y STORM PANEL CAN BE LOCATED AS AN END PANEL (riMS7 OR LAST PAN[i) OR ASµ INTERIOR PANEL. (ALLY PANEL LDCA-ION IN BETWEEN TWO PANELS) I iFE SAFETY PANELS MAY OR MAY BE INSTALLED ADJACENT TO REGLREGULARPANELS NONE I tI PANELS NOT SIDE writ 'I (W/ OR W/O REGULAR TRACKS) 2 LIFT SAFETY STORM PANEL CONSISTS OF D039" GAIVAWED STFrL SIORU PANEL AS SECTION 8-0 PER COMPONENT®. SILEET 2 OF DRAWING SrALE 3/32*-1' T"rS PANEL ALLOWS ITSELF TO BE REMOVED OR 14STALLIED FROM THE •NISIDE OE STRUCTURE. J. oVE SAFETYEjA t4CK to REOLAKS TOP TRACK To BE COMPONENT BOTTOM T$ BE compoN As PER 5MEET 2 OF His wwNc Tj FOLLOWNG SECTIDNs I COMPONENT y BE WSIALULD 001-1. OR FLOOR MOUNTED A 2 ON TSHEET. HIS AS WELL AS DETAILS I IF 2 ON SHEET 14 jNse 1, 4F FLORIDA BUILDING CODE (High Velocity Hur icons Zone)j 4 min D4G7H FOR COMPONENT QD -s I 04ii; P" "It", PIC, Mo. ANCHOR SPACINGCOMPONENT ®ANCHORAGE AT BDrO1V IS GIVEN ON FOR 20 GAGE GALVANIZED STEEL. STORM PANEL H oA.NA In IC SCHEDULES I & 2. SHEET 4. -a: COMPCINEENOMAY BE PERMANENT OR REMC7VA8LC %I E �J� '/24/3 'SEE FRAME S 11LIECOemic GLOBAL PROTECTION PRODUCTS. LLC. WE- 5 IkETALLS MR INSTALLATION INTO WOOD BULDINGS ON S14M 15 -%',T2 - " I MEMO LA, 51 sTur It 6 SEE SHEET 4 FOR DETAIL APPLICABIr No THE NECESSITY FOR THE ONSfAIIAT41N or IMPIE. 20 -t76 W, =.. SPACERS AT TRACKS INSTALLED ADJACENT AND 9DOND TO %TUrCO/WOOD BANDS - -Lab '. III IF I MONK, _1 IL eE.,Ln10WrJ"JIAn BON,[" A Tur Of JR. MAXlM"__A_U__kE=N PRESSURE RATING (p.s.f.) AND__QQRRE&QNpjNQ MAXIMUM PANEL LENGTH PC SCHEDULE MAK'NUM &JLD1 MIN. P7 TO = ) "MMIm 'ARE, ! TDCLA116 IONI A, -=I.- ir 0, IREM -7" TO - 4110ku) I I Tmu 5 & I .36.6. _72A r-s- To r-W ft.� 9OLItp TRIVU 5 a ? -7zo -0 IF -U D. um ••6 Imm ./ S% .4 . ,IWr., I OAKUP It "DIKETIL d -1, -)& C (VALID OWN FOR PAMELS6 JU INSIALI-ATANS AS PER SECTIONS I TRIFILI 7. OR SNEFIN A A Al atooft sPIeTmo " to - j qI- a Or UP -GRIP GALA- P.Itumn FrIl" a APPUCARLE To PIELESURE TO 70 MEN EasllwluN UTS, TOP I I TO OOKOKILE INCOWWUICn 10 CIMkeRM 00NORM 10 COMORM CONCIVEN! No COMPI" OW TO CONCREIT, cownlitt K 1111109. 1111AC, . OF NNELP 1 I r AVA WA V. 6• RUA r WIL 1. 44 __ (TWJ WA MIA r 41' 1- e or r 01' EVA "A WA r N/A r WA ir W.- r EVIL W. "/A r WA v WA r WA 7 (Wricu) .565, -720 r WA W. AI/A "/A N/A 7AT 4 ODP) r-V ON tM 04 LESS 7__ #/A WALL VA Ir N/A 4r MIA Lt. 0LAA I (TOR) v N/A N/A r r 4 (nomw N/A VA 12 */2- 1 6 1/1' '2 1/2- 5 1/4- 6 11e 0 I :�;Tam SELL ILKIII, a A .1 rUK Aw,1 I" a SPICING 10P wS,NU1q S Win wow nVULF INIALONIN YN.W AwNOE SFWC"MS AND KNOW M PWA*ck A-L INOILATTV . 11< :Al.I 1. ED LM 14Ni Noxtv, ON sontDou PODUCE INCIED. SANcRo r W.- 5+.•'+ - SG.0UC r THE rOUONK FICTIM 1oR TM OPPOTION TO K POSIPINS. KEDUCED 5-ACNIC, OVIALKED LWIQ rACM 9ULC -1 IN LESS CAN YNY1. SNkeftb Nbr 1. " LACK - ITIN, .1 -4ot% UUNII, 1/4'. 1/... IX. 1/.*. 1 1/4'. moo= rot I- POILMMEr KOMM. - LPMEUMWN PLO' Ecuo-w Mw K& fm umsm . 1/1' LOW WASS HUSHING W/ /:10 -.- 2W- SS . 5, 0 1 1/1. 0 C 'OR PANEL LIKeT411 UP 70 5 -0* NEED 6 1/4' D.C. FOIL Lv4rla UP TO a - It' ON ON 0 - to P.MIELMAII! PIT 0 00 PAMELOATE PLUS If 17 112' 0 C. 014 1 1/2* IA0 TEPETAUED KkVMI*N 10 HEADER fOR 1110" UP '_Ntqxv NINAPED su ScRiOuLL, 0. VICE" a FOR - WAM110. 70 rAm I To' 5/8' LONG BRASS IIUSG P/ /4o,-204' 5.6 us 0 6 - C FOR PA/4 U[w`N`; UP to PW a It, 0 CTOP UIDEC"Ki UP To .VW , 0 "' LIMIT " "1' 0 UR oUNPO All Mus a 7 /a ThREADED PENITNIAlePI AN L i ODWONI, or P�, NOD) ft.11 f0I D4TNs " To W-e DIRECT MOUNTING INSTALLATION WIRMIlVE-ow STALE 3/R_ 1, SLQ.IwwnT K/mn. RIBA BUILDING CODE (High Velocity Hurricane Zon. 20 GAGE GALVANIZED STEEL STORM PANEL. .OBAL PROTECTION PRODUCTS, LLC.an smn NNOI, sw 31 ,. n. JIM 20-176 PIM . UP n INSTALLAT [ON DEJAIL5 FgJt- _RMU A Q_R_RANELS� INTO EXISTING W9_QD__5aV.CIVRU M t10tift6 WOOD WATIP POHf„IrAhrN Ili Ple 6 61 E J_ 01` PU00 MLKP Poot f7IN 4 ALTERNATIVE 1W ALTERNATIVE 2 SCALE 3/8-,. SCALE A 1UEsctE[DuLL ON m4w a , ON PW. SLINATOPI Lai ED of Eal POOP PUITS Xin. "PRAIND AL10N_AT1Yf_3_W ALTERNATIVE 41 Mn sz�r 3/6-1* .,QU ALIERNATIVE WOOD _FRAME CONDITIONS & ANCHOR LDCATIONS BUILD -OUT MOUNTING INSTALLATION NOIL S+KJTTVR 'RACKS NOT 1,10.1 ICIR C.ARIYY ALTERNATIVE 7 saAL: 3/6- Holm: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO 55.5. -720 PSI AND PANEL'S LENGTH UP TO 8*-8' FLORIDA BUILDING CODE (High Velocity NwricarIe Z 2. FOR NEW WOOD FRAME CONSTRUCTION. *000 WEMFIFRS TO BE SOUTHERNs "NyK, %inco, Pic PINE NO, 2, W/ SPECIFIC DENSITY OF 0.65 OR EQUAL• 20 GAGE GALVANIZED STEEL STORM PANEL OF 11LIE C Om, GLOBAL PROTECTION PRODUCTS, LLC, OoIl 1. "bur, TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 11IT IE4 0-1.11"o CoOkIAII IN, --A 20-176 _NSIALLAIJON MI TrErr" W I STUDS 0 E%VFrl (].- I w 0 C) TO HOLD PANEL ft a; L -LI-Loi- 1 1011 3. 1 1 1 1 h L-L-Ij- SEE ... " ENTER'" PANEt \- INI) PANEL 4EWLt #I_ SC�LWLIL T. TOP MO..FLA W.. L ANCHOR FLEA OR DIRECT MOUNT SPACING SPACING M., DETAIL I WAU__M0UtMrt INSTALLATION (APfjWA8jPE_,_TQ_ SCHE LIL - -.1 J) SCAT. " /Ib* - I, MAXIMUM A,5&_DiS1Cj_K_PRE55URE RATING (p.s.f.) AND CORRUNN-DING-MAXIMLIM ANCHO SPACING SCHEDULE AT A FOR INSTALLATIONS INTO CQFt4CREjE__A QQNCRETE BLOCK STRUCTURES WAL, A BOTTOM STUDS 0 EVENY GVTTLAP (12 1/2' 0 C) To HOUD PANE 516. � (CASE IT &8 DE 6 LOCATTI Al NO PANEL (D v .AA. (CAME 1) INTERIOR PA141L 'i-- 00 PANEL ON 13 SCHEDUU SCHODULE !2 FOR 3* - N.rFOR AEKEFEM M. AN04M SPACING SPACING uiA LL _;LQQR_M9 TING INSTALLATIQN f APE!!L1!QA9LE._T_Q_.3Qff9Q1E__z DET_FI $CALL 3/16- - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.Ljj_ANa CORRESPONDIN05 MAXIMUM PANEL LENGTH "L" SCHEDUL .APPLILA11a ONLY 70, SECTIONS I- IJIFL-59M-STORI4PANE. Oft STEW _1]:, MAIUMUM ". 0 DESIGN____ INEMI.oIIt INATINU f.� v"co. ro COMC7EiE RE OF 10-W - to 10 CONDOM CONCRETE BLOCK PAMMOW f1mus 0 POEtIPATE PLUS APPLCAAL to 11-ON5 0 . C."WEA" a, TWO, MWOLUM AIIE -Dal- ,, W to Gowan 10 CONCRETE MOCKOCK To Cowom to co"Cer? BLOC. N/A N/A 8, N/A 6' ILIA d' N/A I & 2 (W) o. 7' 1 9' _N/A 9" - 9* 9" 9. F_ i. 2' 1 (soTtom) 51-0* OR LESS 6. N/A N/A 6, N/A 6, MIA IT. N/A I 111 2 (TOP) .55.0 -72.0 -, 9- - 5� _N/A 9' 7 1/2' 9' 1. - a' _ v. __ I (BorTou) �S._ To .5so -72o N/A N/. N/A 6- -;;7A- -6-1 N/A s- N/A I A, 2 (Top) 11 4' y-t s- I 7_1 sTT 15, 111, 1 (ia- TTam) SQ11CIDIla-12 ; ZJUJI.QUILMOUNT CONIIIIELICIENS ALMT12M_1U_U___m.A_La*_- MAxwum AS . �ESSUK RATING III, � , WUP 0 $A* w TIQN� TOP or Nao _�jAr CVEN M . MUD 0 Y UP, 111011 TOP 01 MILUO APPLICABLE TO SECTIONS It & .1 COMBINA'.01 OF I",. I I MAXIMUM PANEL LENGTH -L' LEEI CONCRETE COMCNM CDROM .4512 -61 5 3' 4 1/2' LESS �52 4 __ai _0 3. 4 j 7�- '-T OR LESS -550 -710 2 1/2- 2 1/2' 4. 3 112* 2 (INT)TINGim) 7'-G' OR LETS ,55.0 -72,0 2 1/2* 2 1/2' N/A N/A (BOTTOM) To A' _O' 0 - �12 D /A 3' 3' 2 (BOTTOM) 7: 7a J 1. PUMP � IT-3, tv,_ nb SIDE INLET 15 'OR ANVIVA. INPI a SAAGW FOR eKMLUTg1a FIND W= IRATE KKKONQ PNNWIN . - - ...- Lou ImIlAwl: IN I.ocAn. - T."t u"KnUa "0" I D LESS IN" OCII(n ON �HrDktf. MODUCE ANCHOR SPNMIA RN A TIPLIiNG - IINQW,� oN SCKZf Q, it,r r,NNN, FACIM+ FOR IH6 rNEPERAtiow To RE pQSnLj,,t PEDLECILD SIMONS 0 14NEC LI•IRG tACTOR WWI NOT K LESS tiAN viNAAAa SPACING ALLICATEC 'OR kAcH ANCHOR AT ANONEOIL LEGEND, AMILINION fm ow. No-ovI "O"MUl cAut 2 %.MP3 3 3 AMIN. FA WK stow No. 44167 t. lit PJ. SIAL/90WEATUR/1WIT FLORIDA BUILDING CODE (High Veiocity Hur Lconit Zone Ow T%NINCb W 20 GAGE GALVANIZED STEEL STORM PANEL DAM m. GLOBAL PROTECTION PRODUCTS. LLC 0/u/n IILIECO..r � IT. 11 DAIL A WIN c- 20-176 "J.- IN.4 - (PPE)NO-75.15, M (W)W-Ml 1 GI,0000"11 *A1714 A 1, 4, pu h - . I 1 :1 - SAMM 7. of A AND CORRE5P-QNPJN--Q--MAXIOM-ANCliQR SPACING STALLATIONS INTO EXISTING -CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS (Jk G IINWALLAILONS AS PER SECTIONS I THRU 10, ON SPLITS 4, 5 A 6) MUTUAL ANCIENDIM 11INIZING PD1I U. - 3 I/r - LfVGN IAPCO� a TAP-aw CALM-N PMEELMIKIr "IMIL( 0 PANIELMATE PLUS SOUD SIT To stenow f A. PANEL -ESSURE RATIC TO CONVAM -TO COMOKTE 1IU0OK 10 �RM O.W*m I No ENTOCK 7 COFEC-1111 to CONCRE, 110c. to cowsm To CONCRETE; &go- to COMPETE to CONCRETE SLOCK I TO W COMINNATON OF INII LE"al"I -1, M) I.. N/A N/A N/A 11, I WA a' N/A 6, N/A IT. 4. N/A N/A IT. 9, N/A NIA I (BOTTOM) 6" N/A N/A N/A 6. N/A 6. N/A a' N/A N/A N/A 2 (TOP) 1. N/A N/A N/A 1. N/A N/A 1. N/A NIA NIA 2 (WITTOM) ,555, -770 N/A N/A NIA N/A N/A 6' N/A MIA N/A 3 & 4 (TOP) >r-5' TO W-es' ON LESS 6. 4- N/A N/A Fit. s' NIA N/A 3 (BOTTOM) IT. N/A N/A N/A N/A 11I N/A III N/A N/A N/A NIA 7 (TOP) IF. 4- N/A /A LN/A, N/A IN/ 1. LT. 6. N/A N/A 4 a ).(BOTTOM) MIA N/A 12 1/2* 9 1/4- FEE I/ 12 1/2. 9 1/4* 6 1/4- 6 114- 6 1/4' 6 1/4- N/A N/A 5 (TOP/60TI0N) .SO.O. -53.3 N/A N/A 12 1/2' 6 1/4' 12 /2' 6 1/4- 6 1/4- 6 1/4' 6 1/4' 6 1/4' 1 %/A NIA & (TOP/BOTTOM) to It*-2* .55.0. -72 0 N/A N/A 6 1/4, N/A 6 1/4" N/A 1 5 1/4* 6 1/4- 9 1/4- 6 1/4' N/A N/' 5 (TOP/601TOM) 8%8' TO IV-2' N/A N/A N/A ./A N/A N/A N/A N/A 6 114- 6 1/4• a 1/4- 8, 9. 10 (TOP) .43-11, -,MLO 4. N/A N/A N/A N/A 1411A N/A III a' 6 1/4- 6 1/4' a (BOTTOM) OR LESS 4. N/A N/A N/A N/A N/A M/A 1. 1. 6 1/4- 6 1/4' 9 (Bottom) 12 2'-A' OR LESS N/A /A N 1A N/A N/A N/A A 6 1/4- 8 1/4, & 1/4' (BOTTOM) K000 EPA.( BUIEDIND (Dua NOR CO. J.'s o", SCIdDuIr HE AtAiII Lw,NG .CwkS JECIENO OAK-0 110,00-11r, -2 No. 4167 Ja- ;711 TF cp.,Z. (r __a j en, U-) 4 22. w IA- L;P- (11, CL CJ cl) cm C,4 aj QLF 6 CU CJ CZ ft FLORIDA BUILDING CODE (High Velocity Hur conit Zono eEew NNT00 20 GAGE GALVANIZED STEEL STORM PANEL au1111 - I GLOBAL PROTECTION PRODUCTS, LLC. 11LIECO.imt Ivia-if -ffimtiv ktw�w-iftwo -caw-- GAW. P_ w20-175 (0410,10-lub. IMP` IIujT Jr, P MAU-MLRE- ULAR PANELS INTO EXISTING WD-0-5-TRUCIT-0 U V-10 PANUMATE PLUS #14-NU PANELMATE PLUS >< - 0 V4�;O PANEILMA117 PLAIS O.C. W/ I 7/a- IS 114' 0 C W/ 1 7/5' THREADED PERIF - 6 /.- a C III/ /a T.4TADEO PENETRATION TO THREADED PENETRATION To EXISTING WOOD II'm EXISTING WOCO HEADER CX -*WWI I 7/E�.r/Jr T`/IN _ t'1• i ,/rPWar I - �vMR.' TM" • e\aW s"A • IPOOD EADER WOEDO HEAD" Ov SCNEDUON SHOT a UPWINON . - , a - , M.. PANEL LENGTH MI. PANE,L(ENGEI PANEL. LENGTH(SEE "OIL 1) (SIT Not IT 1 (SIT WM 3/32' Kw RUN N,,N ve 0 "Nuft, INOR, DEC" bOx box OF 'T., of 'L, or It" AM _0 . I MAIL , a 41 LON., to ED Oc, CI o ",r- ac, I I __A J LAG SCREENS .'.4' WOOD MA7 REQUIRED MELMATTE PLUS 2*.4' *000 FIFE RETIQUIR" 2 WCEDID PLATE 4 RC DUNDEE, a- O.C. Wp 1/2- MEN THREADED PENETRATION AT 1.7 2 UDW4)� O< PLATE MEN "TH OF PLANE 1/4-0 LAG SCREWS 0 A_ 0 C STAGGERID W/ 1/2' ON DIRECT MOUNTING INSTALLATION PERETRA110. AT MIDWEDIN OF PLA71 ALTERNA11YE _ OW DIRECT MOUNT WING INSTALLATION DIRECT MOUNT WALL MOUNTING INSTALLATIO _ 9W ALILRHADYI-In scx r 3/6-I' SCALE 3/6-l' 1, INSTALLA?IONS Oft ALTERNATIVES SON. 9W & IOW ONLY VALID FOR IIIIIIIII"N"N BUIL011EG$ WITH AS 0 OES" LOAM UP TO +43.8. -44.0 p.s.f. AND T � ,ENS P T -4' PANELS LENGTH U 0 12' ,,-T, 4 ' - -�xy2. POR NEW WOOD FRAME CONSVUCT'ON WOOD MEMBERS 10 BE SOUTHERN - 'Y SPECIrc DENSITY or om OR EoLLAL I . %. FLORIDA BUILDING CODE (High Val.city N.Titcn. Z0.0)1 NOTE FOR COME z No. W6T 20 GAGE GALVANIZED STEEL STORM PANEL ORION TEEM TOP A, BOTTOM MDEUNTINCS CAN BELOBAL SiT 4TE I- PROTECTION PROUCTS, LLC. "'Im VETO COMBINED IN ANY WAN TO SUIT ANY INSTALIATION "L TIM" - 111PIEC0111111 C Tun "Wom•9".U- � 1, 10 1 &Do S. 51 VINUILi &PAT. "...I IN, UNIO." (qM)W_ fs�. 'a (ftow.6'e, 20-176 AN" I IxIff - It FLQNQ� LN, I 4KITH JRSTALW1QN_UJAj�_0R OP I FOR LIFE SAFER-SN-W SYSTEM IF-- lit EC I EVELE, ruo 9,2,/7' 0 LALURNAINT-1 ALTERNAINT-2 SCRIDout PIPE 01,. WOU'ro" To QAU co E.F I -EMT--- Cal to EDI- 71� �.Dbb PLATEII PLATE ALTERNAT Y-E-3 AIJERNAJIYF-4 LOW Sun MANIK v be IoIr st .1% a 41 .0 pmffimAn TEMPLE 0 or ALTERNATIVE WOOD FRAME CONDITIONS AN LOCTLON5 VA 1:-.:20 PAMCLMATT PLM & 6* - C ,EA, :� "PENAIN,I) PIKE, 10 WQQ0 CAE 3/r - V I L PLAIN, NTING INSTALLATIO -11 11 NOT 41. La ANT, . ...... 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LENGTH �� _' II>,, - PANEL LENGTH EXIST (IN IKQ.T'a) (SEE NOTE 1 BELOW) 1/4'e-20.1' ' "fr I (SEE NOTE 1 BELOW) , GIASS'$-1 S/S N.S. /3 1 - �1 _ -Y i WINO Nlln I... -. A!- :, I I I I +_ L__ _ � I i, I I I "' I 0 i . (gip , 11_. I ,, - I b. I Co rc . 1 ... ,, .1 _ ..... a' WE. '....a A -I �. EO , " L4 I - 2'.4• WOOD PG'E , 7/6'p . 3/32' WING NUT 2"N' WORD PU:E 7/6'e . 3/32" WNG Nut REOURED I WASHER O 6 '/4. O.C. REOU"Am WASHER O (BEYOND) 014-10 PANELMATE PI US 11 10 PANELMATE PL,U3 ' W 4 1/4' OC e;'I 1/8' 1 0 6 1/.• cc W/, /JB• i MAIL1HRCADEL PENETT,A'IUN I MIN. THREADED EPICPON AT MIDWIDTH Os PG71. I'. AT MIDRADTH nF PIATf , WALL MOUNTING INSTALLATION WALL_MQUH. N9_.IhUALLATISZN ALTERNATIVE @AIM NNNRIn R 1 00",,r ALTER NATIVE SBW O REGULAR PANEL ,,,,,(,P,,',,,,•L17IN, O LIFE SAFM PAMLL SLICE 3/a'"I" ,�d Q�"••'�CEN.S ''�'9 '''-. SCALr 3/B'=I . f FLORIDA BUILDING CODE Nth VelocityHurricane ZonR : •i : ,FA_ NQgS: i90NT R11,C0. Y+0 I - 20 CAGE GALVANIZED STEEL STORM PANEL NC 0 1. INISTAILAVO S ARE ONLY VALID FOR BUILDINGS WITH AS.D DESWN LOADS _ A,.• . _ -.--._-_.__-_-_____ - DAWN. UP TO .55.0. -72.0 P5F AND PAIL'S LENGTH UP Io 6'-6' .a'. If - - 7,�� /n BAL PROTECTION PRODUCTS, LLC. "'/2A/""IT2 FOR NEW WOOD FRAME CONSTRUCT" WOOD MEMBERS To RE SOUTHERN : r '.A-'L • E IL E CO IRE[, .OXi SW. 51 "Ann ^CART r_ � 4PINE NO 2, W/ SPECIFM bmrrY OF 0.55 OR (OVAL. r,.N` '•. Fulf FWFNOf[iTMa . MOF1M RWO cp1�ANTDAWL11"' AW -4 ... M. >O. As. e. .DIM PAIPIG (43,)Iea-16,J. TAX 195a)eM-479i 1 20-176 5% ..•. E n.,. 1>al • . _ 00 r11 Own n -1n1 w + .._._ AAA rl AHH,NIN '-- G- AlUff 9 A,s,TA 'YOU' i.; ":T-"'WWII rta DRMAN6 Ne AN FF NA� -1- -___-.,.__.-.._ ____-_--,.�-.-_� YATER A A . �, P.L nP rA- _ _._. I MYEi M - 24 Flow 3'/24 B ISLT Hall 2 TELOA') 0, * 3N 5 V/24 4'/24 4 W/ OR W/o ® • O Ian NOTE 2 N, 3" M. 2'/24 1•/24 (1 P[ART ]w{1[. (6EE w.+rr J wn Owl FOR CONTMETE ANPRRS: SEE e FILCH {-d. 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L,WRICMV s J �.1 1 �, • 3%!S(RIERL --Jrs / `1 tt.- TIS W_i - _ _. .. _7AE L .._ i� . , .,.. i 4a6 LIll .' 40 S •L, _ _ .. 1,..1_ .: T:1-111111H fil 1I I, ;1*11 tl i l 1 1 IT544 p Cryp.) z _-._.Jl,._.-,:__.._____ � __� 4_-_.,. --i__PANEI.NAtEBEE NOTE • anow ''SE7NO7rJ �r� �'-' lox CONCRETE I.IIPIOeS SEE KNOW 1' '� pCA ..•---1J" "' (A,w.,;C 40CArACN Y0 SCMWLE oY MEET 26. TOR WOOD SCALw.---- r TED', 11/E`�' AT rND wANEu) 1' . W AT TWOS 1/7' ._....___..., Sfr SC&OH5 ON SHIFT 2qr '• 4:. TAFER0. PANELS y SEE15' vW R J On©rJ rJN+Q Q e LAvi VAN[t [� TO BE ...In AT EAL:H INAS7 PANE$ (D 10 LAC NSIALLED Ai FICA. OP6'NRNG SNNr AL" BE pWOVOED W/ OP!NIHC SHALL AWAYS C PROMM Yi �rp�/��� REAR HANDLE ro TACMAR INSTALLATION FACILITATE PICAL 10 REAR HANDLE TO NSTAILATA(7� R PnEADED BE NSfALUED FROM NsuE G smuLauRE FNw E'__Z_11AfiQ_$7QEM PANEL N.. SYSTEM E- HAG ORAL P 1 �AUED J�.YSIEl4 -- -- 7GAEf 3/T!' . I• INSIDE OF Sn7lN:TURE. BONE )/J2' . 1` p_,/1• Mu., CA{' I I/.• My AM, I/1• M.• - 1/4' NA. GM - 1 t!.J 2 oR©R/ oR WJo ©. Q7 V �'I''1` ' AI D'IO •ANEL$) SLQIB& B B 2 iARNAAMn_ SECTION A -A SOLE A/32• - 1- wM n+nc 3/J2 (1). D(nu1TIQN_OF S,'NnFS . L - Z HANG S70RM PANEL. SYSTEM CONSISTING OF PANEL . NDt[< T TOP P AI P ) ' 1FACN5 A 0 MfLM E PLUS OR 5 LONG V. (t). DEETVTWtL,Qf. 501"_=Q, i - 7 RANG STORM PANEL SYSTEM CONSISTING OF FANEL - �AT BOTTOM WJ PMELMATES, Con' TRACKS TOP A SOTtOM, (2). ENO PANELS SK411 ALWAYS BE CONNCCTEO TO EX13,jING _` WN.L BY MEANS Of (2) .,f.[�D PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM IRACK MiRWIS€ A STOP BAR PANELMAIES OR. Ir USED ,I�NTLY W/ IS' LONG 'Gt�)1 TW.W AT BOTTDM, €ND PANELS SHALE BE PROVIDED AT TOP OF SUCH PANELS SHALL BE CONNECTED TO (2) W/ 1/4'°-20AJ/4 S. W/ 7/ " A3J)2' (Bj WING NUT OR 1/f"P-20XJ Mln, iNUMMSCREW ALTO TAPPED (Z (EXCEPT AS (3), IF AND PANELS AAE CONNECT�D TO BOTTOM TRACK, COI NECT'ON SH41L CONSIST OF DESCRIBED ON NOTE (3) EDW). 1 "•- A' 1 4• I // 20.]/ M.S. W/ J/B 0A3/JZ` WING NUT OR JI'►A3/ M n THVNBSCREYr (J) f`UR CASES WHEN ENO PANELS ARE USE JCNMTT W/ 15" LONG AT TEED TAPPED BOTTOMITACR LOCATOR Of FASTENERS MAY BE AT EITHER OF TWO (FOM BUT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 STOP BAR EXTERIOR FLAT IGNCES OF END PANEL SHALL BE PRONGED At TOE' OF SUCH PANELS (4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (ie A STOP BM (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP) Ai LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EX,STIIK SILL WALL MEWS OF PMCWATES, ONE INTERIOR PAYEE L/SNG SPECS INDICATE ON NOTE (3) ABOVE. N SUCH CASE, CONNECTION Of PANELS MAY BE USED JOIN W/ T/oAC'R '�^ AT BOTTOM ATTACHING Bottom TRACK TO WALL TO DOLTOM TWX MAY OCCUR AT ANY PANEL LOCATION W/ TWO RMElAA1E5 F GANG iNG SHOWN ON ELEVATION AND W// ] 1/2' (S) SEESECTION I', 3' 8 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 23. 41n, EDGE DISTANCE TOR tHIS CAS iNTER1oR PANEL USED .i0SSil .Y W/ (ll�,, GCE$ 11' IHUHHIIp„I NOT NEED TO BE CONNECTED TO Lj2J, BY ANY MEANS TAROK (2) SMN-L BE N51A.LFU /INN . TI SVCN THAT ADJACENT PANELS (IQ THE LEFT 0 RIGHT SIDE OR RTtPRI+R PANEL) HAVE .. ,,,_!, ../. 'V0 THETA OVERLAPS RIFTANED BY '•.. c j�,.' ��CENS 'r FLORIDA BUILDING CODE (High Velocity Zone) _Hurricane r : No. 4 167 •' - =IJmn +ATCIA. Nc F I - 20 RAGE GALVANIZED STEEL STORM PANEL ' - __.._ _ uAAAN-R". - - 01/'°'1�'°I0 �iiL a''•, STAT DF _� - y' GLOBAL PROTECTION PROmK,DUCTS, LLC. ETC O �H� ____ 0--F =9. F(0 10P,; � �wT frS E7 cOR �C.wnllsill, \ Wowf �N4 ' V / a eas n AIM NO E (464HM-le<4 "Al N9a4)w ETwy 20-176 °4",",.(IN LA-�, r -.1 ,uR W r M 4 .. nai'"1I . aft, II. e' - - raAYG A4. 1... '//IIF,FIII 1NL11NI t MA./SgN<NMR/DAR WANES A P.L LLB n..q , _.. _ ___ loft". •1 4 .. 91Brl 23 Of 20 INSj Lp,_ LATION DLIAILS FOR_.-ORTIQtN__12--FOR LIFE SAFETY 5ZQRI_�__PANEL SY5jEM 1N0_ MTjNO_ P��RRL CONCRETE OR CONCRETE BLOCK STRUCTURES 1: l' IAPC.ON ANGI,OR5 1 -4' TAPCON ANCHORS 60"O.f. 09"O.C. POURI;E' CONCRETE DR CONCRETE RLOCk POURED CONCRETE OR CONCRETE BLOCK, 7 RfWIRCn :-.. L-t__ 1 - I p y 1` -_._'---_.- I A,PR. ROUUDE0 ' -'i_._- .. .. -...., 11/1' Non. f.0,• I:.DO i i 1'' l NlIIi i , . ;. ` 0M I IM" ONwe 'e r e f +n MMISTIIWi .0 I YV I I �$ar S I I p aR RI _ F i - "' rx'TPi6,j c. 0 .. FIGp b i i i -'6 I -_ 'Tires_ �8 p I I, ... WE : e' 1 I I/4'P- II/.- ,- i PB�1 i E�iJY�wEN MR • ( `% I I 07 elv10 F �. L 1 1 ' ; I ) I 11 EOl E.D e �N � I i F / " /11 p10'0 PANELMIIE PLUS W/ , iiii/6.0 . 3/32- WING NUT WASHER 06 i/.-OC. POURED CONCRETE OR CONCRC'E BLOCK REOU'RED WALL.,MOUNTING INSIA{,I T� ION SECTION SA O RE:11aULM PANEL SCALE 3/B•�•1" 1/.•. 1/1•. MCI SHEET 19 a 20 10. ANCI-on PIPE A tPAC•NG IVY AIS,ALLAnCH5. INTO W.Do 7r0t TA4APM PAAIDYAW _ ___. _ _- Mn .WCIIAA w.oM; C .) J A FRN[ W ANC. MINWLA M.HOP SPACINGS AND .1'r M [UDL LN"STWtF ARE AOXCATED UN IHIG --'--._• - -AAA �L,.I,I.L (H.1 AIo4/ uIF1 -..... d "," ' J 4 ,,x ,on E D. LESS THAN NDIU'RI ON 1• n MIA *I1 s.+ O,) _.-._. 3 .__._.._.. 4 1/2 SCHEDULE REDUCE ANC.QA SPACING 4Y UlTI1n c %PALING SHOWN aK "'"ED" IE.M. FS. ODa !.P f= m iHF NX-KG FACTORS, FOR M6 ONFrAIoAT la M n65504L ROOKED _-.-_ I .'.' J6 - 9PAF•KAr" 09rI ~ FACTM S.YNL Hot a I/,. _ t Ltl5 TWA REMORA SPACNC 0/PCATED Y FOR EACH, AHCNDR TYPE ON 1M6 SCFEDt11F I• I /IA-10`0 PMRMATE PLUS W/ 1/B'V • 3/52' wNG NUT WASIIO. (BEYOND) POURED COMMIT OR CONCRETE BLOCK RrOLAREO WBLL_.IT14SINIINfi1NSTALLAIION SECTION 5B O UFE�AFETY PANEL sc1 1,18'. .• N y •C7 CD > LL1 Lt7 M Q zz CA Q t.l ___' tv -M _, N Ia . W' y 'O i N 2 ED 3 °' ou WC CO D1 CLI > E CC QA Q, _ C� U EO 33i a_ = . T` 3 m 01 . N C. cc . - a �✓9�'-- stiP�'-��CENSF �• N- 44167 - FLORIDA BUILDING CODE (High Velocity Hurricane Zone - *: - 4a"m nLTTP., IN` •c1" STATE Q 'ct E 20 GAGE GALVANIZED STEEL STORM PANEL 'A ONWAY, eT '1-1.r . �� GLOBAL PROTECTION PRODUCTS, LLC. vm FS � ' •....1. -r* 4�y{y1P�) ORAL E1 -�1�•' IL E C O SENT: .109 S.W. 61 PAM p,R T I En • a W 1.4RIIMA\ n " 20- 176 / I '� IIUIMI+1A11 ^ ! DARE. J ( R PN6N[, f96.1EM-]6F6, rAK (P°.)A0-R7R] _ r•wr INFI .N_,YI IWR .H•.V. DMIn,.L IN _ _ IISWN. -- _-- 11 SW/SK-ruRr/DAR WNTOT T:A, TRULYA0 t f/tr r2ENFRIU NOTES• V ID F_ FLAN. [TO u PANE Sl•S'EFAi 1 E-Z HANG STORM PANEL SHOWN ON IwS PRODUCT EVN.UA ION DOCUMENT (PLED) HAS BEEN VENIIIIED FOR COMPIIANCE IN ACCORDANCE WID4 THE 2020 (7th EDITION) OF THE FLORIDA RUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1670 OF THE ABOVE MENTIONED COOL, FOR A WIND SPEED AS RFGUIRED BY 01L JURISDICTION WHERE THESE SHUTTERS WILL RE INSTALLEO AND FOR A DIH CT I TT 7-' N 1 O E gNAlf Y FACTO Ku.O B5. USN K5CE 6 SHALT NOT EXCEED HF MANIVUM A.S.D.1 G AND t DESIGN PRESSURED AHD 1 5 Al 26 RA NCS ILA ED ON SHEETS 2 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOOS DETERMINED PER ASCE 7-10 SHALL RE FINSI REDUCED TO A.S.O. DESIGN WIND LOADS BY MLILTIPLYNO THEM BY 0-5 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S,O) DESIGN PRESSURE RATINGS F14MATED ON SHEETS 25 O 26, IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHOR$ ON T,05 P.E.D AS TESTED WERE NOT OVER STRESSED, A 331E INCREASE IN Al R Ri 'P T ALLOWABLE STRESS FOR WIND LOADS WAS DOT- USED IN THE ANALYSIS, FASTENERS SPACING D WOOD HAS BEEN UETERMINED IN ACCORDANCE WITH NO.S- 2015 STORM PAN A F IMPACT FAT IA N VERIFIED IN A" H SECTION T PANEL'S pEOUACY OR NPAC AND IGVE RESISTANCE S BEEN VE IEO LLORLWKf DUFF SEC KI 828 OF f MF ABOVE MENTIONED CODE AS PER EME511ATAN TESTING LABORATORY. 'ANC REPORT / 2032. AS PROTOCOLS lA$-201. TAS-202 AND TAS-203 . 2 01,5 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON INC OUTSIDE Or THE OPENING ACCESSING INE OPENING FROM THE INSIDE W/O TNF USE OF A LADDER OR UrT THIS APPLtCANON IS V44M WHEN INSTALLATION 15 INTENDED TO BE PERFORMED IROM THE. NSIOE Of STRUCTURE 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SING11'. AND DOUBLE HUNG STYLE WINDOWS. WHEN NSTALLAMIN 5 REQUIRED t0 BL PERFORMED FROM THE IN:iIOC Or STRUCTURE 4. SERIES 2000 INSIN.LATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG MD HURIZONIAI SL DIAS STYLE WINDf7W5 WH1CN INSTALLATION ,S REOVIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE. 5. ALL ALUMINUM EXTRUSIONS TO BE W63-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) B. ALL EUARNUM "EFT METAL USED AT CLOSURES SHALL HAVE 3105-H14 NiDfY 7- ALL STEEL SHEET MEIN PANELS SNALL NAVE STROMRAL OUALri STEEL_ ASIM A 653 GRADS: 50 Min., GALVANIZED STEEL DESIGNATION W/Fy- 58.5 YI, (AFIER ROLLED). B ALL SCREWS TO BE STEMLESS 5TI'EI. SO4 OR 316 A& SERIES OR CORROSION RESISTANT COATED' CARBON STEEL AS PER DIN 5001a W/ 50 Be. YIELD STRENGTH AND 90 IRE: TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA SUILDING CODE SECTION 24113,34 9. BOLTS TO BE ASIIA A-307 GALVANIZED STEEL. OR AISI ]04 SERIES STAINLESS STEEL. WITH 36 KIN MINIMUM NETT STRENGTH. 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. (A) TO_,E=TR6_PAUBLV_iA. NI.BETE' - 1/4.0 IAPEON AWHORS AS MANUFACTURED BY ItW. BU(LDEX, INC (MIN, Fcr3192 APT) - 1/4' 0 X 7/9' CALK -IN ANCHORS. AS MANUFACTURED BY DE,YET INC. (MIN, Cc"3000 p,.i.) - it4-10 PANLLMATE FEMALE 10 A PANELMATE PLUS ANCNDRS, AS MANUFACTURED 91 ELCO CONSTRUCTION PRODUCTS (I'c",T,T50 Pr' i ) At) WWMJI4 EMBEDMENT OF TAPCUN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOAL PANELMATE FEMME N) A PANFUI PLUS. A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8• CALK -IN ANCHORS SHALL BE 15 7/0" INTO CONCRETE NO EMBEDMENT Alto ANY FINISH MATERIAL SHALL BE PERMITTED 1/4" 0-20 SS SK?(WALK BOLTS USED SHALL BE LONG ENOUGH(SkOULD ANY FINISH MATERIAL CAIST) TO ENGAGE 3/4' INTO ANCHOR,'. A,S) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS Of FOUND ON THE EXISTING WALL OR FIDCR, ANCHORS SHAL RE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL Of AS MfNTNEO IN A,1) AND IN A2). I01 TD_jU T J.LSG S&tCRE1L 1IL0_L_.6',SLL - 1/4" 0 IAPCON ANCHORS AS EWUAFAC)URED BY 11 W. BIALOFX, INC Y T1 1/4- 0 k T/B' GAI,K-IN ANCHORS. A5 MANUFACTURED D DEWAL INCANC (1'm 5W p.xl) TI14-10 PANLLMAIT. FEMALE 10 A14D AS PLUS ANCHORS, AS MANLRAC7URED BY ELCO CONSTRUCTION PR V• 71 PRODUCTS 7q ( R.AI) B F) NTYWITI1 E"CONTENT OF IAPCON ANCHORS AND I'ANELA/ATE FENAI.E ID R PANELUVE PLUS INTO CONCRETE OLOCX VIALA BE 1 1 /4- R.2) MINIMUM EMBEDMENT OF Ill-. X 7/8' CALK'-N ANCHORS SHALL BE IS 7/4' INTO CONCRETE W EMBEDMENT INTO ANY FINISH MATERIAL SNALI NE PERMITTED 4' 0- 20 SS SIDEWALK BOLTS N N HO MY FINISH A 1 / USED STALL 8E LONG ENM)G S ULD SH MATERIAL EXIST O NCA 1" INTO ANCHORS. E GE 3/ 0 B.J) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH 'HE MNN STRUCTURIF BEHIND SUCH PANELS. ANCNDRM.F STALL BE. AS MENTIONED +N BI) ,DID N 5.2). N INSTALLED C ANC ONS SHALL BE 0 H RECOMMENDATIONS -F ( ) ALL NS ALLL FOlLOW1/N: ALL OF THE AND U 'ALL ANCHOR'S WJIUfAG7LIRFR. it R 511N1 RE ri1E RESFNJN$IBAITY Of THE CONTRACTOR 7p VERIFY HIE SIXINl)NES$ OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED I INSURE PROPER ANCHORAGE THIS .SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE, BLOCK 00 WOOD FRAME BUILDINGS 12, THE INSTALLATION CONrRACrOR IS TO SEAT./CAUIK ALL SHUTTER COMPONENT EOGCS WINCH RENAN IN CONTINUOUS CANIACr WITH THE BUILDING 10 PREVENT WIND/RAIN INTRUSION. CAUI-X AND SEAL SHLlr-TR TRACKS ALI WILED NULL Kll sAw 13 STORM PANEL INSTAl1ATKNN SHALT.. COMPLY WAIN SPECS INDICATED IN THIS ORAWNC PLUS ANY BURONC AND lUNMr. REGULATIONS PROVIDED BY TIE JURISDICTION WHERE PERMIT IS APPIIFD TO ,4 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PENOM 15. (a) THIS PRODUCT EVALUATION DOCUMENT (PE 0.) PREPARED BT THIS ENGINEER IS GENERIC AND DOES NOT PROMM! INrORWTION FOR A SITE SPECIFIC PRO,RECT; Iv, WHERE THE SITE CONENTON5 DEVIATE FROM THE PLED D CONTRACTOR :0 R N FOR RE I TT A () BE tSPO SfBLE O THE SF,LE.CIO URCIMSC AND INSTALLATION INCLUDING LEE SARI' OF v r r TN 5 NDOUC B/SE.0 ON Fe$ P E.O. FRONDED HE/SEE DOES liOT DEYATL FROM THE CONDITIONS DETAILED ON rH+S DOCUMENt C,O4TRUC`TION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ,. THIS I .. IIROIXIC7 EVALUATION 'M NT Wr F (<, DOCUMENT 1L BE CONSIDERED :NVAUD 1 fIE'D W LION e SITE SPECIFIC PROJECTS S PREPARED FLORIDA - () ST ROJCG HALL BE E ARCG BY A LtlRI(A EGI$TERCO ENGINEER OR ARCHITECT WHIC/, WILL BECOME THE ENGINEER OF RECORD (CON.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RE D. ENGINEER Of RECORD. ACTING AS A DELEGATED E14WNMR TO THr PC D ENGINEER. SHALL SCRNMIY IF) THIS LATTER THE WE SPECIFIC DRAWINGS FOR REVIEW in) THIS PEO. SHNI BEAR THE DATE AND ORKIMA. SEAL AND SIGNATURE OF rHE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R ITT STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUR DING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENIr, LABELING TO COMPLY WITH SECTION 1'7099.2 Of THE FLORIDA BUILDING CODE �lER A:.1`14L/l, .:'' VNCENSF .:!F*, No,44167 *: Ar i* rG �/oI. F(�yp�BA : k ' C"MF�P 11I.- -1-.TA A PE RATJWAMTUN•/MR FLORIDA BUILDING CODE (HI h Velocity Hurricane Zone l"k`h`'%It. - 20 GAGE GALVANIZED STEEL STORM PANEL 11 oPAWA FT GLOBAL PROTECTION PRODUCTS, °' ° LINE O LLC. 0AIE "I^ EH • EIAO 0 •060 Sr 6, 51MrT TRINE, IL I'll, 20-176 o nFr_IAea wr IYmr n a.. NA .:woe, m-.4A' C✓OOG7,1 ..,.E nIH)YI-16aA rAn Ia6414M-rn/ WADING.- - --_ WR ... 4vM4. - rA ORD. OTA ," 44,1 i - _ " aAr7, >. OI 7A INSTALLATION_ UTQI1� FQR _SFRRTUS _2000 AND JQQD-�_,Z_ HAK, STORM MILL- L-1NTP PAURW CQN�?ET QR_C,QN-CRETE_B.=K I<A.WB O ILA T wa TRL umu ox j///Q-��y! I.rL1 MIS � ,4, � I- I..%"" I 0sW +1 � �NAI"eSeeFs� L"� Tact, =U)� ... _ _ _ fW[ eM®U.A ' 9N LION J6) 4 /��hA//3•] °� izIM!1 I, I L'.Q1ow GIO P` i� ' - : I C _`,t, wnHny`--� _ _ . _ P4FAo . -\, • 1A,*.1 I`L -, .T �'V.., tOIl HOAI,n J LP M I I __% FOR'A'AR01L/1'1Y11 6i , 1 J �'• i{ ..$ I 'tIIluu 4- 1 ��A. 1• s.NYJ r ww .4 I i 4 no or ® I tsW OCTAL I A io.t IlRw7 N I 1 _� - T Yv0R0OBw. 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BENIGN., O SECUQ&_2 FLOOR TO CEILING MOUNTING INST, %ALO_-OUT MOUNTING INSL I 8 SECTION 3' SECTION 4• g1/r0.]/i /i1 0 (D "Wu-L F CY^ O PUNTNY �J 1e0AA1M.Nr5 r"A "F M�'d• eAN p ,ADP iA A Li T 4PA11 '/a„•- Sc.Aa 3/A.,' t a Iwc . f a M G,� =I O' i " `` Ai,\IIPIINIIIIIMFIi /4,, I((y�� - a'°,w ITce° 7s k,, 1V&I_ Lon r n w >wE' 7A , J «,c•P�ERG EN S •.9 P/ �.- Q (2yy° d� NmLfm�olmAn�N--xsecD�s9 LOP B DUT10M ECU-- CAN M = NO, 44167 1.. = FLORIDA BUILDING CODE (High Velocity Hurricane Zone «- '- 'I ) . - �L._i COMBINE^. 1H ANY AyA TO 1dT Wn ca.u"" - Cgo20 fKR49, K, 9'._ STATE OF ¢ i 20 �'• f - :, CAGE GALVANIZED STEEL STORM PANELIF _ DAPPY BY rIRANi t JEi2.OLW1PROTECTIONOT SCALE: I Y . 1• / ��� E.D . L.- ,,+ ,t 1sr PAN w w L n , Iva a -I r_.,____..._.._.____ I', tf r°I° / �i� ... r P TE N PRO UCTS GLOBAL RO CTIO D LLC. t ��c�,L�.r a % _ 1 R" - - N I� C O IRE! E .ean s Y m 3+REr, �r.v L� 1 ��y N V I A - 1'ILIJt-F'[6� � NOINECMnG t� rilrTN [ ! 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M, A, WIFICAUT AT 04" A, 4M OF PANTI LrKKIR Wd tZ# OF PANEL ;02rN SFfASUR[ Y&A MAXIMUM A.S.D. DESIGN RLajVRL _MTM_(p,tdIj AND CORRESPONDIfiG - _MAXAtUM_AHCHQ8 � SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURE A , , I . ITAL,AsIONS k, .VAUL_ •ONLt fIJR EML� ,t -LituhL 1:_5dua_�L. A, SMOM DUCU5"t MAXIMUM ANCHORS SPACING Foot U 0.. S 1/7* - ____ I AP = ". I , ESS I _n IAPCO.5 __ " Z�.W___ 1..;;�,fi___ - ___ i7_ T" I ANY --I-PANEL 05;6 (P. 1) I L 'k' G") Or THEN I to CONCRETE TO OONCFot BLOCK TO CONCRETE I IV CONCRETE alkatm 110 colown TO CONCRETE SLOCK To Camomm I 10 CONCRETE &,Do" 12* I N/A 12- .I/. I Ir I - N/A 12* N/A v A. 2. (TOP) Ft* W '. * 10' - 3- 2' 1. '.•Ft. . - 1. I I a- I A- '. I B.•I 4- ___ S, v (BOTTOM) SEWS 2000 - , (BOTTOM) -1 FHICS IWO - ___ ' "Ita. -15-3 M/A .... __ 4/A __!/ _L_ _._ � A __ __ _�/ N/A .. NIA 12 1/2' _ ___ It' 21 70' 7. N/A ! 6 I/2" I . N/A * 4 1/2* N/A Ile i/e .---.,---,- N/A __ -!!!2t"- 3' (TOO) OR LESS 12' N/A 12. N/A 9 1/2- N/A- __ - 9 I_.11__11_._ IS _'/� �W _ E - .;A -_ 3. (BOTTOM) 12* I N/A 12' I N/A L4 I.. 12' I -11 I - . 4. (Top) 1 12- 1 ... A 1/2v W . IT* 12, 1 �.d ---*-- 'I. __! I - wil;M ) I & UUIIED TO 115.0 P.U.AS D DESIGN PRESSURE R0,70MG .11 !U'Lf, 2 _E WOLL20FCO Alit."m "K A, SPAC44 POR INSTALLATIONS Iwo wow OM WCHOIR SftACIFK* AND FIROAA0 EDGE IX51AFAF AM 10CAT11) OR N5 ,111E MR ED THAN "IDICATED ON SCHEDULE REDuCt ANCHOR SPRCTRG ill -ITIR'NA SPACING S�Ow. 0. SCHEOL11 91 THE rOLLOANG; FACTORS FOR Ji�"; OPERATION TO OF POSSISCE. REDUCLAD SI-ONG •GRAINED USING FACTOR SHAL. T krT• N WNUUM wr IO`INOF`cCCO FOR EACH MIC40P TYPE AT AN(MOP', IFI.E.1 1/4*. 1/4-. ,/.,. 1 1/.,. ;I~ 'Amullm , GNX_ KA - .=-MR- AND" TYPE . - - - a 3 t a ,/, I _ - N��_ . ) . IMN_._ I j IF. -1 ��!� ___ .-,.- - _ ___L ..-.2----' __ ; 3 1/1 A ,/v 4 I oNPNMP, i-e BAY 0101011. ED "K mom* M _* FA - I ,/V - . I ,/7 All - - I bt ,li - I. I I/,- _- ,Axt . I I -AD . I I Pp�%- Tk' (;' "%" I 16,�Nse -. 9\ .. ; : No. * 141bf I Z I *. _ i * _ * : __ , -, I I 0. '... 0;1�_11 " .',, �,ys/ , - - - t* -�, , "", C NA'_ ,R0' ' "I'll MMIIR-� f9(AP;U RE/GF, 11111_� AND 0 TO Of 1/2' - + REQUIRES V.. O'S'ANQ BETWEEN 90TICS, OF PANEL 11/?- 1 0M.. kt t ku � + + EQUITIES Na DISTANCE EICTIFFE. SCITOM 01' PANEL AND 0 TO K 3/L6, J3/1&, I V.L � , l FLORIDA BUILDING CODE (High Velocity HUT icaFo ZOrTs ° "LIM - 20 GAGE GALVAN17ED STEEL STORM PANEL 11 oeAl. It, - -M - - .- , ___________ _.- , _' 0'/36/W" IL E 0 GLOBAL PROTECTION PRODUCTS. LLC. GRn` 1�. Hw Sr, 5, STRAIT - - I' &I RI5F.-0tow Fm-, M, MIR , - 20-176 .. - Re __ - .1. -1 .�;.=,% 1-1.-I'll `�HDMO (..)M- �* f. (SIONsm-amiI, - . .W- - DANNo - He. It - "I I. - I L�.Yll , , I � - I A - 1. . or 24 � AF-0 - ANQ COMEQN015-10 MIA-RLIFE SAFETY & E - IIIRM__P_ANItiL SYSTEMS i (SCALE 1/2-l') I 15,125' (TOTAL *lot-) - � - - .- 12 500' (EFFECTIVE "MR) - - 105' 1 /.. I . 1/4 ,2w � I 250� - JbO' - SS STUD RASTER : `� L I- n 1/4' I'M) - I - I To AKIN 0 6 I/., "'It - . " "ONTO) I - OR "/ I � . ,.250* f ,as- L- '25,__ 4 1 2" oc �?� - 1,3�0� - - I MO, - , - 1 350' - :1 5w, - .100- I n't O' ; F , � I "' I , _1 I , , , I I : ON " , 3 375* I I .I ". 0024- U. THICK I 1. I r,� I HE � � , 1, , lr� I "Go ' - I - 1 4� - ,�, GALVANIZED STEEL i) ,,, � ., 'MMED - SID, .250 , "IN A653 _� 11. . - OB" I "I. I '. ',� i C-60 QALV I 08" i MAIL A 46 � -1 ,`F ) ---- I- - _j . , EDGE lip I .•.0194 '. 101 &Tm , . , NEAT 4 RAM 50 MINI EMMEP ?60 1 - I L �_, __1 ,Or - - , , I 2 125 � 37b- - I ff, .:- ( 725 6 -)STORM PANEL i '_ I - - i j ,- - 150---j J_w OCT" A - �Lwo- - -F, %- OF I.SIMJSU AlIPAYS - 2 367' - 0 FAIRS IFFI to ACHI W/ 1/2' LEO Al ENO AT LEFT SOA OF PANEL 4) n1!_Hw_v (�) Air _1&&&K 04 ANGLE WITH _5UJQ � Tw Tor I%, ,,,�, , ,y - tv I,ANF, 0 "', ('V" ; 1?! I � , P-t, 5 CND LOP I-, "' . .ALVAMIED, 51TH W/ 1IfMeRTD rDGJE _,,, , X75' ;. .270, I I` 1 *0.05' . PANEL I , .->1 T.-I "aw I I I L. , Y: , I ,� il * - � " 1�1 * 11-1. I -, TIOO I" F 1 ,6 .250 . � - - =� � , I _.-A I � �, _�411v; OL250*f �-`__ 1 407' 0 625' ..�__ "� --�--- - , -,�!: 1 1, - I / am . 0 3;5, �' L �� /11, Rltmmp�_ � I - I -- - J200. . ., . FlAMILL �� �.) t 1 . - - . , t��, OR @0 - 2L250' - " /11 1, . I , - . ! im � ISOMIETRIC VIEW DETAIL A 13 9,7 � , . 4, - t, '! - r-i POONDEr CORNER 0 ENDS OF PANEL'S , - - 001, - END LIP w/ HEMMED EDGE . L. % 675- I 2i! 2 370* - (N I S) 37" � 1,P BOTTOM 2.5DO' I I- I ME M PARC DMULi 001- " LO (�) KEY HOLE WASHER 3 7"' (016�' ) fo 75 - 3105-HI54 MUM AILO, 06 KEY IME AT PME - I50' - D72' . I I 2 , . SEE SIC" 6 " ADNI`X`*` 2121 , � - .61), I 1 750' - ON[ Am" IF SLEEVE LENGTH is I V I I 09" I - - _ _ 125' - ONLY VAUD FOR RIVALLHID0 IN70 --j VIGCO 511TWIJAES 1 250* , (�) SleLEYE-1-la" I A 1 .3 - 7 ,2r - I MAX-UMN , ` I I 4�1 1 -2.000- - 0 1 DO' - 193' '25* 2,GDOI I , 1- . 05" IT_ - 750' , (0 . (rele) "U" HEADER0 1 � � !!) - � I' MIN In N, M.. _ - 2,OOO* - - O� Uffff-17-MA& I - I LENGTH ' @0 AKLE "IMMIM", 'J' TRACK C12 MQE Lm* . 3GCO* 3RA---_4 6001-T6 ALICY "10. ip, P, T -, (B (I I Z4' WIDE) ,1�,�� . I rr.z I � � 1 (182' - (USE ONLY FOR E-j RANG SJORM PANEL .7;7 - -. F I 1��' 1`\,,'iZ,-�?�I\ MIEN) 6065--16 ALUM, ALLOY 4 -150 ,$_ � I - .• ` �- z - r .. No. 44167 - - 1 ., =-- I I .IN �� � : " ' "" - � �=�_ , . ' - Ft, ' 'L I. L 20M - '-`S�D eHN'T'0 , 4. � - , * 1 FLORIDA BUILDING CODE (Non High Velocity Hur Icone Zone I = . .. FI , - - �. -�, __. = 4 * .mn MOL. - om. r IS I " 1 24 GAGE GALVANIZED STEEL STORY PANEL tfi , , �., " I I - I rem 1 ON 10 ' * - - - SEE SECTIONS I \ __ 07/21/.g _� I '20� L - I. _ STATE Of _J___ I -_ ----,-,- -_ . __ _ ... : (TYP ) . I 2 OW* - - I%, - - MIN I PROTECTION PRODUCTS, GOOT , ! , �250' 1 0 - I . - TS, LLC. L - 11LIECO, __ I �,04• P-1 FVFFYHG . 1&1� GLOBAL .=nb' filwo X� _=X"" "z1=_11_".I - X. 1.)FIFF"79, �_ .. PRomm (stRym-7bo, 20-175 (j� BUILD -OUT *fr* C4) R=!_-0Z__!r__M&r.K (1S & (PO WASHERED WINGNUT .__ DFAMN6 - __ PLONFOR I EE�: �__ �__ - * _!ff� TAAGK ANGLE (?ANW, 'I ALLOY) III, /volecrumE,um Irp A TILLft .. At I 0006719 - - F� = - - ;w -,. I. _ - .,-T- .. . . I—— ------.-. - ------ _____ ,-----. ______,___. _ I I � r_ - - I I rl. , I 011, 41, .. " I � DID 1-1 � GRADE , � - ... - � __ ....- 7 � � __1_.. -.-----. __ -1 ,--,--------,-*-------,--",------------------ -) INSTAL LAII-ON DETAILS FOR REGULAR PANEL A I I IN_PO CONCRETE -.OR-QD-NCRETE--e-LDL��K�TRUCIUM : ALTE C"N"C"M i I AMC =SEELOCAL I I (SEE SCHEDULE ON CONCRETE ANCHORS F,X;SIING POURED CONCAVE (SEE SO FDLILF 0014 [X.S11NG POURED CONCqfnL SHEETS 9 THROUGH 10) 0. CONCRETE BLOCK ' I SMUEFS 9 THROUGH 10) OFF C NCRE71 BLOCK � RLQUO Rroumm. IRI'D ,; LEC : -AWRt4ATE ., " I CONCRETE AMCfIOAS � I to , I , LOCATION . � I EXISTING P 11111, � �, 0 I (SEE SCHEDULE ON L�_ ,� CONCRETE R.LI'MtV I 11, �, I SHEETS 9 THROUGH Hl).,�' , 1, i") ; - - -1. , - " - - 1� I I � , . - .- � 4,.,* IV Pw�,ce 4v 1 I , * I . Jl I I (O . � I / il,"I"i � - , �"" . � , � , � ". 0,1100 III. IMP ,1/4- I -I - . I -,I- - - 11 - ./ F-- 1 MAX I � - . I __ - _ MAX L I-. CDHCRCIF A14CHOW, 1. - ,. � - i7_ I I i I (SEE SCHEDULE I - . - I .1 , I I : - � I 'I I : SHEETS 0 T"RDL(O;,� I (I) ; , � P -1 I/.*,. -I' I LD I 1: /� I . ; L (�)- - I I *1" I . A I/.- cc. . ,,, Mo. : i Ft� ! i -,,�gr- I 1.11 I, '' , � " �' , r I PANEL LENGTH , ,�,." �: ,;, ." �, . - I : " ; " - r. � 'L . , ,r _,,�. , . (SEE SCHEDULE � lm?!L! IT, : � ; M " I 0. SHErl 3 ) 1: 4 SEPARATION I - , I ON SP.,7? � I : - �P �� : : -, --;a�. " 0 11, A, ""'. . TO GLASS . (IN SHEETS I � I i i e,", , 9 L T' am nom KNIFE In st"AR NON To GEMS (m SCHEDULE " � SEE S.S. SOL15 ...", .A. FT-, ( SCHIDD UE ON ,��. I OR SHEET 3) : "' "` �0 "P*.."' g " I . '1' U . : . A, CA MR 4 1 I w 1 Mo. AT . 11 1 ow"r PANEL LENGTH I I. . ILK Foll � 1 0 � . 940 3) 4" - I 'I' Mo.. 1. I "'n ." UFFNITG� - ram'! to""'A'A .1 � I ,I � (SEE SCKEDUL I PANEL LENGTH I - I '.t, , ON SIAFI 3)L f (SEE SCHEME � Mn. rxllrt,R� 1 1 I I - -1 ON SHEET 3) - I i . S� .� GLASS I I I A 1�;1.61T519 � : I I In To =,N . ..01 , I ., - - - I I - SEE SCHEDULE N. ! - %�L I I IF ( 11 . I M ; !tOs I ON SHEET 3) - I - " �,7,�_ � I i A I of -L. I � (i ) Or 'L' i � - ) .t I � I MAX � MAX.I I I I I , 0 I . . 2 " ,, . . Lf �) � 1 1 502 : (40 1 " I ISPACER 'L' . . OF I ED ,. L I I cc . 0 12 1/2- 0 C ULNGTH, : : I I 111 ., I MAX ! 1 _107 In L � I I 11 1 ------- �-A__ I I I 41-L � t 1I * .F 7 �7 i - - CONCRETE ANCHORS ..'..5. CONCRETE ANCHORS - ------ - -- --T,,7TL- , , -I I 6 OU ME POURED (SEE SCHE UL ON I(Sit SCHEDULE ON �1 -XISTING POU 4 I ,q SHEETS CONCRETE - ,� EDGE OF WALI OR SIA8 S-Cm. 9 lHqOVOH 101 '' 9 I.ROuG. 10) . 2 1/8' LONG MAX ALUMINUM - - 411 FOR I I SPACERSALID REQUIRED . * 6 Q.C..I`_ CON - 1 3/. - - (ALT DIIION) :1 EXISTING POURED CONCRETE .1,11.1 ALL PANEL .1 I I , I PIER EXISTING. POURED CONCRETE LEN MS PER SHEET 3. . (50 CONCRETE BLOCK CT c , ONCRIEFE ANCHORS... ��, OR CONCRETE BLOCK 1, REQUIRED. Rroufflml a m LONG ALUMINUM SPAt.ERS 0 I 0�, � (SEE wwouur ON I . I � /7 0 C. (SEE TABLE 0 1 ON - CD_ 2 10 - SHEETS 9 Tiotooc" ) SHEETS cas I A, t 0) I I I CEIU14G AND FLOOR MOUNTING BUILDiMNIII19 WALJ,- MOUNTING DIREU.1001 ISPACERS C9) OR I UMN-4 SECTION I sc.r '/R., SCA,E 3/6-1* $CALL 3/8- I' � i I � "'HH" "'ll"I'll S,111!�0 A. TIt Z;;-,, ! / \� ..... - .' - -`� I Jl� V.�.\C,EN se --� FLORIDA BUILDING CODE (Non High Velocity Hwrricon. Zone) z . c". I'll., - (1, z . No. 44167 *. i 1 24 GAGE GALVANIZED STEEL STORM PANEL , � ORHIN, w z - I 14 . * � * it - __ - - - I. I . GLOBAL PROTECTION 0/27/1,111, , - I E.D. - NOTE FOR GOwwwimQF_uGwN�: � ,$'.. STATE 0k., - �m - c 11L1EC0,.C& CTION PRODUCTS. LLC. I)AM EDGE DISTANCE . � ( _ ...,Itopm�.- I P��, � / SEE SCHED IF ON TOP & BOTTOM MOUNTINGS CAN BE �s 0,*,- W-w-, tys-I,Na A, I ." A -1 " __ - 1p_- PINK. n- =I- 1 U I , " -0.9 P. .1. )It,- - 1, I,= .7;I: - SHEETS 9 A 10) COMBINED 114 ANY WAY TO SUIT ANY I - 1. LIP* .-I.- 1104� TWIM)MIS, NMG, r#X- tM64NMIV 4707 20-175 INS TALLATION. S' tl�"', - 1111111� /ONA% -oDwT -.1 wwimw 4_1I!!_ NIPPING . CA I CA A-1 AI-toormatillIX/ at I SKINATTIO(ZoAm HUI, -1 It TF A !t�� � I RORDA 1� A .147 _+- INSTALLATIQR DETAILS FOR SERIES 2 Z HANG TO - , 000 -&-19-00--i- _$ Rm PAt4fLfv INTO EXISTING W STRUCTURE, -_ QDD ___5 1 - --..----- , � ,.�, ;;, - --.�--_.. - - - 'L � I : Z4*r LAG SCREW$ 0 64 Ox. W/ I 1 " - 1 1/2' M* PHRILADCO PERETNATIDIF, - _,�",. � -10 06".6 KXID 1,C."A I --- ( E=. 2'..* W100 2 :/4'& LAC SCMM 0 V�,W : ,/2' W, THRIENIKO FEN RATICA. " , -IQ F.Xmnw .000 HE'ag - � , - I I I �_ I I � � � , , , I #,' 9,%.%. I _T_ I- � ) -0. ,I "' - - 0 - CODE t 4 T�W /7, - THREAMD -_ --- --TO "MrIm wow Ell _47 _� , , / 11 �(DC.A. i'w"S.Ils, ;�_, , I , ! -a (A f.wo or W .. , � I, j ! - , t I 4 _z "'i "y IS, �, � / 1/0, " ' * . .. 6 C-t * - ;: %. I'*' I '��__ - No. w - I ,I , � (:5) k �.' IIII � I i I . .� * 11 4 d: * - - " O" 1) I _[�)� j # .1 , I I . . � , 1 1 1. 11 i � I/,F*.-JK�V.' IRYSS , _ T I � ,_4"- LAG -- - I- .14 " ,/W' W -HPLADO) POICTIMI)ON 01.1, %ALS ? .11, A I i -- 0 EA END 0, (.) I ,� ./1" I . .. I' (SEE DETAIL 11 READ MS. W/ X "3,r32, - - " - - I- A I LL � _ _ Few .0,614 T`F To L-Ire; muot HEAD", I , -1 NOTE IA FIEL-� - I i ___@ i � I w r4w FIVV.j I L!;, a ,:I- I 3/14' A- FOP RK7 0 mtp.k� OF twN I � I 0 / 9801014" 9 I,,,; d" I (i, o"" , A I V4.0 %*S Ell END W 4) , , I I MU OCTAL 1/2 4 I I- I I I i :,�l T 1 NDMI ML_ I 1 -. � �jl _L - KLI1 ri, 11; J, I ; w AUER I 01 FIT ( IMIE D - - - - ` j (111 OrML 4 - - -Cl) I ZIX I 1177, -A Fir. �./24 , I : - ! - I 8. I . - .,,I,. 2 , 9/1 "l,,, : - EPARAII014 � �,v, s;:4. -1 ". A - - � .,,,,S 5 : 11CAMP RFOUPFED : 1 - - - 7 _17- z I - - 0 2ftm. q - .=H: � I ZaL W/7/9 0:10y, 10 GLASS, I I =11.114... v 10 CLASS I ,� ,/ k.*,;. 131. I Y I NING S I I. I EVURT OVERLAP P 12- OC : I I . 7-- q,F 9 9 - ,/a*,.. I � '1� Il I i 4 i .as - -1 4-,!' ! I , 2 "HI - -AL- t k , ��F-t � �! -2 - KM WEAVIA I . Ill MASS, 1/4-020,3/0 M` 0 M P/ 4 f- o !, : 1 - Sir - - r to GLASS I F,W,q, OVERLAP 5 , X. I ExAY m L O~ , (/ , - I '' L . 4 - - . 1. ; .� j I 11 I I - 7-4---7- I I 11 L I Z I i 19 ] i I 11 9 1 " - I _ - .- __L I A, - � T1_1 11 , � ! I!, I it � - .. .. - Oy 1 i P I . j it I ! � . i I . � I ; � . I -� i g ; " , i 1 - Ft . - -1 - 11 I - e, . I . t . - , I I - L - _. , 1: I.. � ... A"- XN3 .M.1, ,I' . , -, , � 32 , , � OFA , 11 WIND "� 11 I I . 0 1 � ; P� 4 I § I -1 ,_ I --I _@ L -1 j 1-,L.___ a ,7^ cc . . . � ,-� . � I V ., I tI I :71 ! il 1 -) I! �l i: I I - I . 4 ; fl-Z . ". I V., M.& , � E, . 3,; 7: NIP '31 'I 2 Y,,* �, 'I �. A. ., , 00 �____ __ '. i 1 4's P.WrE FEMALE 0 PARIELSIA PLUS Te/ � 11 I I I/&- FIT nm AD, Mr I I , . I � I I -I 1 ;(,,y:31.- ATS I I I - ' LL I Nort 'A Soon) . I :� I/.-$ LAG SCREWS 0 6* Otm 11 . I I , ' At THREADED PENEIR, 14.. I �, - - - i P ENET1110=19 12 OC 7 1 ItEov M."Ur, 1 6 - L . �$ RIP O.".1, 2-?`rll�. , ::& 7 4.y wx I :: I I . L " .32 /.. I , . � *�' .- I - .. . i�, , m ,_ - , .� 1-K r , PLAYS A i , SEARCIT 7000 OR - plimcut 2 LA� ... 11 PLO, + . ON _e FLAT On riot .. I 4 - 4 - �E NOTE 'A &%.A,.) I " .' ' 1 � . , � a ;6�er Nu�(-',4jwsc./ 7/8•04/32 NUT I Z 1CWTVION 0 Irli. I Stj III SEP MML_A�LW I'll . -_ _2tl , I . " .:" I-ScAre's 0 0 CPPI, 0 L. 'L ,/.,* IAO sCOFTWS 0 S, .0 ." � *1 Ilku , " *(,Cowl, ION - . I 'kLF6 .� , a. FNREAMP ME10AT 2 2-. - � ILZ�,�. ILREAM RIFTYNATiO. , = ur •. 0 PlArt WALL, MMIN11N9 EDGE ALTERHATIVE 2"W SCALE 1/1-- .1 i I , 2.4" WOW PLATE REQUIRED 'Ul7 a m "AT OR OR Ew ; ALUJIMAlff_ I "W , - I , _ " ,. 1, I . BUILD -OUT.- MOUNTING I SCALE I/- ' INSTALLATION I A$UnW " I i�_� Ih9_mQuNDN9. . I I , � I "W ALTERNATIVE 4 1 W TONS ARE MT VALIG FOR VUWNGS PITH A.S.0 1�009 Up AUA W-ewA 'O .400. -75A P.1 ANO PANEL'S L041H UP TO V-10 I -1 INSIALLA11ON -E-_ - ----- 0 "'07MMIlm" TERNATIVE . 3"W s , r � - - - - T14 -% I smc ,/.-.I- I I 2 ILOR NEW WOOD VRA'Ar CONSTRUCTION WOOD Pt ITS TO RE SOUTHER. PPA ho 2- */ SPECIFIC DENSITY OF 0,56 OR tMO!" w ,,s1,0 ,��?, � '/. =, g � :-� � .vl I-- - ** If/' �Z�- , ,, - . , ., '. e - -��% :� I . .� ., ! � . , 'Eitt , , -\r se - z OF I FLORIDA BUILDING CODE (High Velo C41Y HU, LcaP. Zone) �u v1=711&ZE = F&A. (ID AT TOP � . gn= WELL AS k Al '1011"Im SAM - 100F, ON Imp. SE A FRITN"Aw. TYPE OM111FI71-121F I ,ME 'k DI, NIME-00B.SamusallIft-ALALCOM ALURMM-10P �,.� A ",Pw R,,UR?%O`, CAR $I T"Afwrl �,, - �CMITJON - IO J -1 IMS-1AU.01A I I - I - .. = - No. 4 z * : � I = I I ;*i •__ ;1-11 I _L, s : .. 1� 9 I � -I.. 57AT Of ( I . - ��"__ .� . -, __e_ - _�) T I �i 0 F S -P, , .. , ... I I �_�,`� Ato DI�,,,,11LIECO.mic I I " ,.� � :�4� HWER Xwa_mhW �01s., I .... .... . i�� , I ,// k ANCHOR LOT I "I'll"'.114... ,I'. I. I I CATIO � � :J11 SCALL I/.. . I' , VOIT t1,U1UI Tw.s NOT SHOT , mA�vs*,,Xw,;&Tr. - ".. "t"'.Io. - I'-_ I AN TYLUT, It- * ENONCEMNO co ,4_ - .. -I- - - 11 W-1. - reet).-AH ", . -` N. "P�li F wiA .47 20 GAGE GALVANIZE F� D STEEL STORY PANEL vl� 0, - � GLOBAL PROTECTION '/'/- CTION PRODUCTS, LLC, .11 __ - - 51 SNIFF ,�, 11 Nu'. "', �. (-XW-� F. Ht!M"1.1 20-176 - UNI_ - .m.1 - 'Lu PARL1.5INUALLATION-IM-MBED- CONCRETL-WAULT"LOCK A WOOD (t) __ 5INQLE,,PANU!,d kESnWMEa_&T EACH AT - IQ?_ O"QHN L8Q.w.Tm.1mm__11_4,__j4 & I OR D.M..C2), o, (a). - WITH _1mCK.1__L_", * VW&J_*"ftlEQ_AT_1ACh_M* ___ /1-1\ ..,� MAXIMUM PANEL LENGTH 1. L+" OR "L-" (ft.) 0 MAXIMUM 4 s D CONCRETE & *0011 MIS SIC PRESSURE NRATING INSTALLATIONS t (� 2OLO 42 �1. !2 0' no J0.0 - - ,o`v` � - �il_ _L,-�__ T�__Nn ur-o" 416 , 10-1, .- , ,,'. ---- "ill - !�-_#-_ _$--A?- -.- __ wo ,.-,. 8'-4 . 4111.6 1; P_-7' -- a 0, -, ---. IWO- 41� I- ,- &so a .- . 0. '. -4' 70 O 7.'s. L X.-a- I 7 0 ; - , v-to' - i0.O____ - - 7'-J� - 67� " - 163- __ 7-0- F;: --- Mo 8'- P, -_ a _ -a, n'-l!7 5 * . . 5 9 ' � 054 -_ 8'-O' L a ��_ a -3- loo�_* -_ I"& __ . L11_10 - L 5 - '- 7' L - _. 1150 3-0' __--i-108 I I - - - 1 k:5 MAXIMUM PANEL LENGTH ., 1.4" OR "L-" (ft.) 0 FAAJI A 5.0. DESIGN CONCRETE k WOOD PRESSURE RA IW � MwERTFONS TIT (9-1) I+ ., -) - - r j?ao 14 I-, fj'-o' -----------.. "10 121-00, _ - w-r - __ Wii --,--,-- - t I'-*' - -F- IY_ .- * L�OL---lor* * P. - , __:!!��O___ OaQ - - 11.1. - . FIT- -.-.- .30 -, z _I:7 I -;-_-y-- , - - 500 - ,_,. 61-j* I 550 a _J' - - , ._;� ,- INGO -_ 8.,-o .1 - -1 06.0 - 74- " .. -11 - - - ----a ?So � 7--o- .�__ - 61-81 6_1_r ___w*_- - - _L±�.. -3•. - _!` * , _w0 - __..., lir-It, --- $'-I- _-__. 950 S1_r .1-c � - 41 ::J __�0_00--., polo -_ _. e'-J" - !, , �)O,v - - t - __ MID - - " ,,- 1196 1 - 1 , 1-6, MINTAIUM SEPARATION TO CLASS SCHEDULE , MAXIMUM ANIL "WIN WIND SPEED 4 _1119_m I __ �,..- SPEED - 170 .P.h I") r - ____ j;;;ES`TKNNELD I RESSYlI I . SNEC, j RESTRAINED -10 OR LV" I . I 4, 6 1/.. _ '33 To to . I• . I - >90 TO 115 I* 1. 1 UIMIUIIU PANFI I rNrTI4 (InI FOR A GiVFN MOUNTING CONDITION TOP L i I I 5,11 �• I DIRECT -i, " ,� - 1 .,. "'Do -, 'F' T,iAc TUC- ANGLE OL,wo-ov] TK�LV mow i HEADER 1 �LADER , I ! ,RAC. ARGUE */Sm BOTTOM , � QMRIS C1191% NI _46. _r __ - _- 32, 32, 3_5,_ � '_._be_. ___- -34' I m- )_-A .� 1Ir _DIRECTMO_U V STUD AMU. 1. 11�_-_32 ' __42* S - 7TRACK ___ _;W -_32F 67' w S. i wIS...�'XJ w _ 32- 32- W W w ' -(LO I 35* WO OD V HEADER RFOvillri � OF (A.) �_b )I q-4 +2/4 1/4. 3/4, 4/5, IW/6. 2W/0, 3W/7 St 4W/7 ANCHORS (SEE SCHEDULE ON _Jr MAX 1: =7L .... L' SHEETS 9. 10 4.11) - - - - - � - _�_ - 6 0 ____ 0 __ 1 6 1 Fv- � T -I -- -- r I- -i--i--r-i -- - -r- - , .-, -,T-r--I__T_ -1 , I r-r- -.I,., I = -'r -t I 4 71 i'."I.. t-FP.-TTI I I I I I I i I ll 11' ill T'T] �_ (ij ., g I-M 1 - " FAR -i 1 - I � 11--t-1-11 2 I Y, F ___T 1i N - "I I - I 11 T - t - -4- 1 BOLTED PANELS " iIes_20 " W/ ," �,L ..f - . - NS AS 1 , I ,,� ,1 1 §�s. m.s. BOLT OE - ( A � (SEE SECTIONS AS At PLCA13LE) I I II ", I I, 7 I �/� 1 I i i i I I I 1 i , ,, .[ I 11'r - I I . . �, I . � I s V 1 �,, V 1 I 1 I I i I I I I I i I i L11 _ , - _L I I - - 1 - I - I I I �1 , 0 i I _ � ;� in I � eilki I I *2/4 5- ..A1 - 1/4. 3/4, 4/5, 5/5 & 6/5 , , 'N L* IVIF/6. 2W/6. 3W/7 & 4W/7 L. ___ ANCHORS (SIT SCHEDULE ON SHEET-, 0, 10 Fell) - REGULAR STORM PANEL I J2 ELEVATION 2�7' FITS, I/." M I, GAP - (FAIL 04", "I51LE Ally) IS, \ /4 1 MAX. GAP I . - I J�) N T.S. in - -_ NOTES, o(l) L- M"WJA.0WAEFLE PANEL L V ENGTH I OR A GWEN POSJTTIT AS II DESIGN LOAD I- 4AX. ALLOWABLE PANEL LENGTH CDR A GIVEN NtCAIW A.S.O. DESIGN TOATO (2) PR,')_' RE TO DETERIARE WAXMUV PANEL LENGTH. GRANEDIT GIVEN A PGSqTfi A, S ,C DESCH LOAD, DMIRONE MAXAKN PANEL LENGTH -,,' FROM SCHUDiJILL A NEGATIVE AS D 0 SILN timl), DETERMINE MAXIMUM PANG LINCIN � rFTTM SCHFITUIr FINAL MIkvMvM % ALUDMOP"NEL UENOTH Is EQUAL To n,f _M or"UNFO PANFIL LENGTH BrPMPEK .L '* AM 'L.L' (3) SEE SCHEDULE SEIOW FOR ", PANEL LEMMA IOV POROSITY OuALWICATION t -NsTAuLAHoMs INTO *OOD ARE INTER TO 95 p,*1 MAX ASO DFRIC. PRESSURE RATING I �' . A� S 9. I C * ,1 MO MAX A $rD, DESGN LOADS klwPANEL F�F00 -�I-SECI -EN SPACER 'is USED .. .v,r; - 4 _ CF� FLORIDA BUILD Velocity HUrricone Zon ING CODE (Non High * "mia INTIVII, - - 24 GAGE GALVANIZED STEEL STORM PANEL I "' P, r O. 44167 '� I olote" ---.---. , 11 � .__ > / 01/21/10 , - ' � TATE OF GLOBAL PROTECTION PRODUCTS, U.C. ."t, __. I I .. SIT 4�- '�*` 111LIE C OF.. i-gI - . ��. * I R . � MAGI S .� T! "', 0, ...'14-, - - ��. 'ORID . 1,40 VING & tHaPROARN, I .1 . - lw� - - - . . - .. - - " .1. I. .. •, - 20-175 Y/ �� I- . •6. m, OFFITHAIN-ItIn C -.- - -r,;W-. FAWNG, RN - =11- , 1- - - I. Cl- _�_ _-L�!Lf_ -10 ,I ""I ,I`.� I A . 4 . _ � 3 ill In "I I'll, 'lip ) �. F TILDMOl, . t . 07 1 f -.--- _---.1_.._ -- M-TALLATION- REGULAR PANEL I I 1 O_w=._s1Rmwms L . I - w A i ,P ! , I SEPARATION - wow ANCHORS _ . I I , (5 TO GLASS, � �SIEF 5,01LEXPLE 04 I Ft SCHMULL . I . 4) I/.1"_:?`h`I1 I SHEET I 1) Or - .1 I ON SHEET 3) . I I , O'. � I ; .1 I I , ----I- - ) I I - I I � EtHSILK-: WOOD ANCHORS � G( Alij I ; : 4) I 1 1 (SEE SCHEME ON I ,�i L /4* 1 SHEET 111 I , I mu , � 0 - - - I __ __ - I 01. 1 1 1 1 063L�. 0 , , , " =. =11-11 . � *L" M. , I I I PANEL. LENOIR , I (SEE SCHEuvLr I . ON "LEI � I i SOR wo SPACER - - I __ IWACER o 1 OF *t' I � - % MAX 1 I - -1 : [ cu 0 . WOOD HEADER I . i ED I � : .1 1, I .. - I _-�-- . i EQ, ..... I- 3 : 1� I 0) I . � I I I I C, ) 1- MAX PANFL LENGTH (SIDE SCHEME ON SIILEt 3) ','�� Si AT I'm PoR Nap. NIP", GATT r-In I () Dr % 05". 0 . VAX - 0 12 1/2- Or � MiP SEPARATION TO GLASS ON SHEET 3) * SEE SCHEDULE - @I" MAX LOW ALUMINUM SPACERS 0 12 1/i O.0 (SEE TABLE #1 ON SHEET 11.) SEE NOTE " MW FOR LIMITATIONS FOR *L" MAX, I I/2 ' LOW SLEEVES. PANEL LENM (SEE SCHEDULE ON SHEET 3) PANEL PANEL WIF ;FNALF 10 0 ON � tu"It PLUS SEE SCHEDULE ON LEFT II) : 2'.4' WOOD I PLATE REQUIRED I DIRECT MQUKE Wj S a" I AUERMILVLIW� I : . 1'4 SCALE 3/11.1' Sir TAEFL I- 1 - E #1 ON SHEET 11 FOR MAX. PANEL IFNCTHS JIF I I 0 12 112. ox, MAX. A,SD DESIGN LOADS FOR THIS INSTALLATION L - , I . -1#, , i ; I . . - - - - - - - -- - - - , I : WOOD ANC14M F** mam __ _i � E6 ------- -7 _!!�� ' ' STAGGERED All STUD 1/2' I I 4 A I - . I (SEE SCHEDULE ON SIAFTA AA - IN I 1,00c, 1 *h= � SHETT 11) (1) - '- M UMM To A ..I VIAPI WUAFIGS WHIN IT-0- MAX FAGN, ROD, REGN, 11 * Is A ms"Ic"OR FROM ANY 2'.4, WOOD . � alaom MOaH,, DA"om, .�R:D .. swarr I!). PLATE REQUIRED I WOOD ANCHORS SIUD STAGGERED / �I�I_ To - -1. j 3 MAY K REDUCm To !/4- A. I ) . .'X4' WOOD PLAT-T ATIOURIED ' (2) ANDROIDS ouNG THOU copooNow, m !PARR ATE Poemr to oe ' (SEE SCHEDULE ON SHEET III I uNai AS Tilt. POUR ONVOPORK � w i PANG. W.YL PLUS) SMALL OF SKIkCS) MANNUe AT 6 1/4' O.C. , (MIS A RESIXICIVIN PROM 17 I /7' GO SPACINC AUL31111111 FIR � G. SHIA, AS ; (w1)"kP:mwAs � MiI . 1 RATING A .60, -45 1 � , 1 I RAM Z4 GAGE PAI414. LEWT.1 0 UNITED 70 LIST AT ANY OPIFIAW Ll! (THIS 6 A AnTwenow Few LARGER NAIR aw" ALLOWED ON (2) MARIPAI STORIO -U. UCWTX � WALL MOUNTING / DIRf&1__M9_U_NT SCHEDULE. SHET' 11) 1 72.1 ALTERNAIBT-2.W (A) "XN COMPOIFIElA 19A SIP" NE M �ltD OR WALL WAMOUNTING I IS; grow PANEL on,�, IS �, GOALIE 3/0-I' ! �1�/2 "LONG W� 'WE or , 112. , SPIN" " VIA ONLY ALTERNATIVE I � Alto AN UISTING POOD INAet WALLSCALE `910 FOE FIND, ZONES .. 2 AND 3 AS, DUFFROIED w ISN , E-vise 7-am, AH, ,Mr 2Gm I- rionnoR) OF IMF FLOF%OL SCAL( 3/8- I' � (4) INSIALLATION VNUI OKI FORT WHO "UN'00 COOL � zom 1. 2 A 3 " AM r � ING� ; I ---I-,.-- I V-01117,71111411 :S,"��IL�..:.. 14 e ;�1111. NOTES, - . . , - E .✓V -, $'Wv - I - � ls� .� ` Nse, � v\1- ..':? jJ FLORIDA BUILDING COOL (Non Wig I I INSTALLAMON ARE ONLY VALID FOR MAX� A.5,0. f : No, 44167 " z 1P ILMO, IIf I.P. NvTF_F9RJumI1N&1aLQF_ =1105 RATING (p.s I) AND PANEL LENGTHS x * : � = 24 GAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE= WAIT ., : .-.-- ---- �__ - I - - -.,r-- __ - - . - .0'. 1. STATE Or - . � - ' sl*c� --, .•-C " . , 2MZ INSTALLATION . 10RI0 . lop & BGROM MOUNTINGS '�Ahl BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR - � 01/71/10 0 - t FIT, . T, z � - - I COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') % - ""' -TIL E C 0 imic. \ GLOBAL PROTECTION PRODUCTS, LLC. Im"T r$ 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOO MEMBERS IQ BE SOUTHERN PINE No 2. w/ SPECIFIC I -00161vallEASATI: DENSITY OF 0,56 OR EQUAL. I'll" - MMIL 1.1"T39IKE1 r H, , P� "ORL (1NwN,F+,. FAA (' ,.._.rH,, 20-175 �- r- -.6 - -_ r - I - OMPRING N. - I + 3-M . . to _4 - -'- , - - -----,----.----------------------.---------,--.-.----.-------------,--,..------.--..--..---- GENERAL NOTES i ��A.Tmft��_NmrCHS"PR"00_z_�� U (T!') lg-AgM-SWII-i",,f,Pli;",.DPAVtLL-'�� 0 so MIN I CT EVALUATION DOCUMENT COLD.) HAS BEEN 11FATIED FOR COMPLIANCE IN ACCORDANCE i - ,/4-*TAPCONAK"OPS,ASUMUlFACIURMBY4,],W SUILOEX,INC \ WIN THE 2020 (711, EDITION) Of IMF rLORGA BUILDING COOF THIS 'STORM PANEL SMALL 07 BE INSTALLED AT MGM N YLLI- - 1-4- 10 PANELMATC FEMALE. To AND PANELMAtt PLUS ANCHORS, AS MANUFACTURED BY CLOD CONSTRUCTION PROMI"I , VELOCITY MURRICANt 11AIRFS (MIAMI-DAM / UWAITAFTU COUNrif ` � 1/4'0 LAC SCREWS PER ND S. 40 OF IRE WYE MENTIONED CGIM. FOR A BASI MOGN W1 0 LOAM SHAIL Of DETERMINED AS PER SECTION I C WIND � - 7/16of . !,/h' WWI Flu%MING, As. USTWEILTIED Rr ALI. POINT SCREW. BOLT & SPECIALTY L. 6" n SPEED As'NE00INGED BY THE JURISDICTION WHERE STORM RAKE Oil BIL INSIAkfff), AND FOR A OIREC11ONAUTV $ACTOR 90-0 OS, USING I 7-16 AND 5MALL NO EXCEED THE MAXIMUM (450.) DEVON PRESSURE RATINGS INDICATED ON SHEETS I I C 1) 101,1041.110 THREADED PENETRATION INTO WOOO UF TAPCON ANCHORS S14AU OF 1 112* AND 2* FOR ELCO PANEL. 3. , rMEtV ,2 AIAII i I 'a AND PANELMALL H.MALE it) " C%4 � IN ORDER TO 11CAIRY 14f AS" CONIATION, Ut TIMATE DESIGN WIND LOWS MTERMINED, PER ASCE ?- In SMALL, I* Ft"? � REDUCED N) AS D DESIGN PRESSURE PAYING Or WULTIPlYING THEM BY 00, IN ORDER TO ILOMPARE THL'A WIT MAX (A.s U) C 2) MINIMUM, THREADED.PCN[TRATKON Of .AG SC INTO THE WO FRAME UNIT SMALL K 1 1/2' 40 THREADED I DC54N PRESSURE RATINGS INDICATED ON SH11,1S .$, 9 THOU 12 III 17. 18 i P" PUNCTRA FOR INTO TUCCC SHALL BE ED SIDEFFED AS PART Of ME ACQUIRED THRENDED PENETRAVION LA-) r, FT ?tRI1 .1 ANCHORS ON 11111 I C. 0 A$ TMRO WERE NOT OVER STRESSED, A 33 INCREASE IN Au O*A&.k IN GOES TO ItSEEN STRESS FOR WIND LOAM FRAS RIFE UBLO 04 THEIR ANAILYSIS FASTENERS SPACING TO WOOD MA�, OUTMANNED IN C. 1) MMWIM FLK-.E (ASTANCE OF LAG SCRF. INTO A,DOLT SMALL BE AS INDICATED OF TRr DRAWING cz -3 ACCOR DANCE W N11% 2018 I STORM PANEL 'S. TA`UEQUACV FOR IMPACT AND WIND RMSTANrt HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1509i.2 OF LONG = C.4) MINIMUM PUNCTRATION OF *ODD BUSHING SHATIL BE 5/8* 1/4* 0 20 SCREW$ USED SK412 Of 1 1/2� I I THE AOM MENTIONED CODE AS PEA AMERICAN TEST LAS Of SOUTH FLORIDA REPOKM f0lrlkot-01 AND 00219LO2013, C, SHOULD STUCCO LAI", AMC I- MIMMUN FOR WALLS "IN NO STUCCO 111v SSIID 12-911 11 AM I 3M-01 ST.OARDI, AND AMERICAN 74STING LAB SOUTH FLORIDA REPORT #11130-0 AS PER " 6 IAS _201 AND VAS-203 PROTOCOLS. AMC AS PER CALCULATIONS, PERFORMED IN ACCOSION14CE W/ SECTION 1604 Or 'HE I C 5) IN rASF THAT PRECAST STONE. UP PRECAST CON(PITI PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE SOa MR, 4 YIOAMDA BUILDING CODE WALL, ANCHORS SMALL BE LONG ENMGII TO REA04 THE MAIN STRUCTURE REHIND S:-CM PANELS _E ANGHOWJ S RNA BE A$ MENT.ONLP IN C 1). C 2) & C.4) - : 2 At- ALUMINUM fi(FRUSUIRS 10 BE 6063-16 ALLOY AND TEMPER (UNLESS OTHERIMSIF NOTED) SEE S41FCT 2 . U (O� ANCHORS SMALL K INSTALLED POLLOARINK; ALL OF THE RECOMMILAIDATI01,6 AND $PMMATIUN'a (IF 'HE AMC'IOR S MAMU REF _; . L, - 3. .,_, ALUMINUM SNEER MIJAJ U%fD AT C'tOSURFLS SHA,L HAVE JIM- H14 ALLOY FIS ". 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SFCI`ON I TMPCI,�W 6 (SHIFTS " ;_ w Cn 4 ALL STEEL SHEET METAL PANELS SNAIL HAVE STRUCTURAL O,JAUTI SItET, ASTV A-653 GRAM 90 MINIMUM, O-W GALVANIZED 1HROUGHT b) EXCEPT THAT HEAUERS(D &a SM,4L NOY Of USED -.2: STEEL DIESIGNAlION W/FY- 922 N. (AFTER ROLLED). � OF 9 1 SHALL Of 14T RESPONSIBILITY Or THF. CONTRACTOR IO VERWY THE SOUNDNESS Or THE cTRIJ(,yIj,11L1."4FR1 - "- 3. t'L ALL SCREWS TO OF. STAINLESS S I A -1 PER DIN -TTEL, _504 OR 376 AdSi SERFS OR CORROSION RESISTANT COALED CARBON SPTIL =UTTER ATTACHED TO INSURE PROPER ANCHOFMCF, THIS SHUTTER SMALL ONLY BE ATTACHED TO COMCRM 0 'NZ In PIGS a, � .� SOO�SJWI 50 Rai Y7E1U STRENGTH AND 00 "I TENSILE STRITIC01 AND SMALL COMPLY W/ l*L0RIOA BUILDING CODE SECIOUN Q, 1 2.1 .L. 10 EACH REGULAR MOM PANr, *MS, LENGTHS OVER 90'. AS MR SECTIONS 1, a, 4, 5, 6 AMC lie, 3w All -W -W O� I A- 307 GALVANIZED STEEL OR AIV N34 SERIES STAINLESS STEEL, WITH 36 Its. MNIMUM YIELD 15110ENCtif , BOLTSTo BE A"M IlS*,T[R1MMws .I'D - 5. 7 RESPECINTLY. SMALL HAVE A LEGIBLE AND READILY VISIBLE MARKING IN U':t1N4 OWNER OR TENANT 0 3SKECUETRSE A,65 **MR APPLICABLE REINFORCEMENT DIjRFMG. PERIODS OF MILPRMAME WARNING -i-, 7 ANCHLIPS 10 WALL SMALL lit AS FOLLOWS � I I THE A I - INSTALLATION CONTRXIOR iS TO SLAL/IXAIi ALI SlIU71ER COMINONENT CODES WHICH REMAIN IN GONTINUM CONTACT WITH -a Hit OVILDIN G TO PRM14T WOAD/RAIN INTRUSION ::,9C ;T,M'�?_=,` .!= (A) IQ.&AmT2&_P.Qvflw_.QQRvwf :-_ - I - 1/4-0 TAINCON ANCHORS AS MANUFACII)PLI1,6Y I WONVO ,OEX. INC (MI, V-519? IF,.) 12 STORM PANEL INSIALLATION SMALL COMPLY WITH SPEC ,$ INDICATED IN FIR% DRAWING PLUS ANY OUILOWC AND ZONAG RED ;ION% ; ,� ! - 1/4* & , 7/0* CALK -IN ANCHORS, AS MANI rAC ME fly MWAL I NO PRWIDED BY DIE L)HAISCRETICAL WHERE PERMIT 6 APP%ffD To - 1/4'* . 5/4' SOLIU-S[T ANCHORS. AS DISIRINUTIP By ALI POINT qC.RFW, BOLT & SPECIALTY CO i (WI, C-34m P...') ,j (a) THIS PRODUCT CVAJJA'nOh DOCUMENT IF ED ) PREPAM BY THIS ENGINEER 45 CENLRIC AMC) DOCE NOT PROVIDE INtURIAMION -HE I jt4- to PAKLSAATr rEmmE it) & PANEIVATE PLUS ANCHORS. . a ANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.FOR LItH A 5ITTE �PECmnc PROLFECT, P. WHERE SITE CONDITI(WS IF FROM E PED OEM TH - 1/4'0 ZAMAC MAILIN ANCHORS, AS MANUFACTURED BY DMILI INCM N PROD CI CONTRACTOR TO RE FFSPONSOr IN THE SELECTION. PUROH" AND IN TALIA?ION WWOORG LIFE Sffm Of THIS U A 1) MINIMUM EMBEDMENT OF IAACON ANCHORS INTO POSJW.o CUNCRrT[ %HALL RE 1 3,14-, 2- FOR CLEG PAPREMATIL AND � MAO ON IRIS P E.U.PROVIDEO ME/SUN DOES NOT DEVOLVE mom THE COMIAMNS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 15 THE rOWRACTOP'S IIIESPONS1911,11Y 1 3/4- FOR ZAW NATION ANCHORS (c) THIS PRODUCT EVALUATION DOCUMENT WVU Or rONSIOERIED INVALID If MODIFIED � k2) CALX-,[N Am SOUD-SET ANCHORS .. SMALL OF CRISEDOM 1/6' INTO THE POURED CONCRETE NO E&HICOMENT INTO STUCCO SMALL EA PERMITTED. 1/4* 0-20 SCREWS USED SH41 OF 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST � Ld) SITE W.V,*#K PRCUEr,P5 SMALL BE PREPARED ON A t;URIOA LIEGISTFRED ENGINEER 014 ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM MR WALIS WITH NO STUCCO. AND VAIL BE HEADED SCINEWS OR ALL PILREADCO $CREWS */a HEAD, ENGINEER OF RECONO (f OR, FOR THE 'ROUECT AND WHO WILL It RESP�� FOR THE OUT WITH WIND NUTS PROPER USE OF IMF 0 t 0 V.f4.EFR OF FICCORD. AGING AS A OREGAIIED ENGINEER TO THE ! P,F_O ENGINEER, SMA" SUBMIT TO 'W% LATTER THE LJTE sl,scirw, DRAWINGS ton REVIEW A 5) IN THAT PRECAST STONE, PRICASI CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE. : ICASt EXStINC WALL ON FLOOR. ANCHORS SHAIJ RE IONIC ENDUOII TO REACH THE WIN MUMPF BEHIND SUCH PANELS (g) THIS P.E.0 SKAU BEAR THE DAtE Mo ORKJNAL SEAL &NO 71GAIATURIE OF THE PROFL'SSKTHAL ; ANCHORAGE SHAU, OF AS MENTIONED IN AT) AND IN A2) � MhFER Of RECORD THAT PREPARED IT I (8) TO JYWING ;&.%K_WkL.IlktM_ G�_W MR D Aot 14 SHOW 141OKFACTMA'S LABEL SH .L BE LOCATE ON A PC i,Y VISIBLE LOCATION AT STORM I ALE � .CQffCWL - 1/4- 0 1APCCN ANCHORS 03 MANUFACTURED SIT I r 0 SURMA, INC, PANCL SAJITTER IN ACCORDANCE WITH 17099 2 Of FLORIDA BUILDING CODE ONE LABEL NO S C'*N SMALL BE PLACED FOR EVERT OPEW LABELING TO COMPLY WrFH SECTION 7709 9 3 OF tht, I I - 1/4' 0 . 7/4' CALK -IN ANCRORS, AS MANUFACTURED BY DEWALI, INC FLORIDA BUILDING COM: ; -V X 3/4- SOLI -SET ANCHORS, All DISTROUTEEI Sir ALL POINT SCRr*, BOLT A SPECIALTY CO : ;":-10 PANFAMATE FEMALE ID AND PANELMATIC PLUS ANO1401455, AS MANUrAt"URED fff ELCC CONSIMMIlON PR9�111141*1, : - 11 ; - 1/4- 0 7AMAC NAIUN ANCHM, AS MANUFACTURED ITS, DINIALIT. INC ",!,,��Ik A F141, . "' �.%-� . /N. . INTO THE 01) MINIMUM UMPEDMEM Or TAPCON ANCHORS, FUCO PAINEIMAPES AND 2AMAC NkUN ANCHOR EIII .!,io-,-�� ow /I FLORIDA BUILDING CODE (No. High Velocity Huricone Zone) � BLOCK UNIT SMALL BE I i/4' z .1 : I 9 2) CALM -INN & SOLID -SE' ANCHORS SIVI� BE EM41EDOED 11-3* IN70 THE CONCRETE Enoom VNIT NO C�'• � STUCCO SMALL SIC PERMITTED 1/4' -20 SIRM. USED SHALL BE 1 1/2* LONG MINIMUM $�OVLO0 EXIST, * PRINT, mm PC 24 GAGE GALVANIZED STEEL STORM PANEL 11, . It GAPPI A, ,•I -•- - -_ I' MINIMUM FOR WALks WITH NO STUCCOSTATE - . I -r�_ I PRODUCTS, LLC. ""a � GLOBAL PROTECTION--rw - I /I t 1 rc - ,,, I I/ ,eGG%� BOARDS BE IOUN .,�ORI . --,/�', - .- � 1, All I.H.H., 0.3) I% ORSE INAI PRECk-LT SIONC. (Ill PRET-W, CONDOM PANELS. STUCCC OR WOOD 1�ur AN .. - HIMORRI-I.S. .." -,., 20-175 EXISTING MkLL, ANCH04S SHAL!, BE LOW ENOUGH TO REACH THE MAIN SIRUVIURf A"IFIN ,H P 1. - - - Feel .1-1.1� VIS/" * ." I -i� i.i .11*1 SMALL Of AS MENTIONED IN 11.0 AND IN B2) 4� zt� __ - -I- - - - - ORMPON .ANCHORAGE CA-0001TH'. 04 NIIIII I'k a* 1~1ft"All, I=1'I.,I4-_-1,111111-1 - _ L - ____ - ____ ____ I - -------- � . ..... ----..--,-----�--.,---.-.--�----.-----.--�l-.,-----�-- __ --- IMTALLA DETA FOR REGULAR J) . ___T1_0N_____ -JLS----- -PANEL- INTO IE L - -QP, CON .RE.TE__SLQCK__STRUC.TUM E _V=GPOURED CONOq(N VING poom, CONCRETE RE CONCRETE BLOCK RFIT OLDER I pl.v,.V: .11 i OUMED. . T CONE ANCHORS , ! CONCRETE ANCHORS I (SEE SCHEDULE ON �. i I 11 (S-.; SCHEDULE ON , i. EXISTING POURED sttcm 9 P,Row. ,c, 111�'� 1. . SHfrt-� 9 THROUGH 10) % S I , 02 CONCRETE OR (i I I ; CONCRETE BLOC% I - REOURED I - so"t - (4) I- -_- I I .- _ :::: .. , wxl , mm CONCRETE ANCHORS L 71:11 � ;� �� ':', - I 11 . I'll I �, � (SEE SCMfMf ON ,;.�� I t I I I THROUGH ID) I r, .... ... L,r I I �, ED �', " SHEIFIS 9 " "': , : I , ia, , , , : f ! to L - � . : ' � - . aw", � , I .71z"I'l . ! 1"'Que"D , C2 , I f -,A-," � _ �,,.- 'k , I I I , 1 I � � ; .., , I Sf PARATION I. - 10 GLASS, EXISTING (SEE SCHEDULE CU SS ON SHEET 3) I I CONCRETE ANf.KMS ! 1`1 (SEE SCKOW-L IC'i SHEETS IF THAMD" 10 .11 � I .�� " _�, 7 1 L [.I 1 0 '11, , E D I - I 1 (f, '/,*. * 0, AT MIS .10 � MOAR, ( UP, - -L UAOF,, - IT 40 "L, M- I PANEL LENCIF " (SEE SCHEDULE ON SHEET 3 ) (i) Son OF *j M" - P. bF. `�Z- S -� I I ,I ILLL r I I I . - PAINNA - I " , " t fq) -,u __ i ,_ W.I* IAHLGAX n. 1CSFw On ,/ml SIT .'s FIT w - - I. 4Lny PC I f LEG LNOACTZIO" ALTERNATE CONCRETE . (�G SOURED CONCRETE WISCONCRETE RICH it C" BLOCK REQUIRED (SEE 5CHIEDULF ON SHEETS 9 THROUGH 10) Auu- DKQ SCALF 3/6-1' NQTL_.ED9_9QVWW_QN_OF SECTIONS. ( EDGE E.D. - DISTANCE TOP IS, BOTTOM MOUNTINGS CAN St (SEE SCHEDULE CIN COMBINED A ANY WAY TO SUIT ANY SHEETS 9 At 10) INSTALLATION. Uuzl,�L'11111� � - 11 0) I I . I ,/.*. 2ft" . - �' . % J_ j��,� � I TAKA S111 I 0 GLASS i I I ) I ";:�p I om TOP Posto Umm INTO 7 SEE � ( SCHERU �: , , 1 [. J� 4 -r) I ON SHEET 3) " L ; ", : I , ... IF PANEL IENGJM I , * I (SEE SCHEDULE i: : ON SNEET 3) 0-1 EXISIIN IT GLASS I: : � 1) C I - : 50% . I ! : OF -L- I 4s EX'"ING POURED CONCRETE OR a 4,11r ox I CONCRETE RILOC), , �_ RFOUIPED, , I -1 I i I (�4, CONCRETE ANCHOAS STAGGERED W/ STUD (SEE SCHEDULE ON SHCEIS 9 THROUGH 10) NG m*m SCALE 3,18-1* ZRi, _1S`i-P..:.. , /16N , ...O .1 . 0. 44167 ` m- 2 : *. S : * _�4k; = � "I - it % STATE OFI� - , " "'ORm" - I .. 1. - -i;. . � , ... ... - 14, , 1w I I , , � "" � " � 1 I 01 f - 1 11 " L 0 - ... i, , : i I I I * , �, � ,-, , i i , 1 jNfiT,. SEPARATION i I '," 'A.. I TO CLASS I PANEL TFMGIM - -1 (st I, SCHEDULE : (SrE "EVULr I ON qv l�3) . I I ON 5-EEI 3) ; I . I - EXISTING I t i GLASS -1 1 I : - -_ I CI ! I 1 I i ou t. VS APPLICABLE) CONCRE-TIF ANCHORS , " I (SEE SC DULL ON " I Set I ETS 9 THROUGH 101 w/ ( ONLY .1111, Soul, �, 1 CALK - IN CALK SET :k'.-�,,, ARC USED I-1111.1 POURED CONCRETE PAkEUMATtS AMC ON CONCRETE BLOCK ARE USED REQUIRED, WALL-M j2En0EQT -MQMM SCALE 3/8-I- ... 110-, 1. ---.--. - - \ ., LIECO one � 1 24 GAGE GAL VANIZED STEEL STORM PANEL I , Dk- r __________ __ __ ____ GLOBAL PROTECTION PRODUCTS , LLC. - oym/., - FN-S- HOTSr.1 i1m DAME, I MI. IIN -.I-F .-.-:-- LA --I.. '.(,.XN-% (WIMN14-1) 20 -175. - I I PAW . I -1;_�-T-=- - I,-,. _ i i _'�"'* - DAMPING I .� . _ INSTALLATION DETAILS _FORD --- M.-REO-LAR PANEL _.LJNTQW_QQ_ ALTERNATE LEG 4'.B* (MiP.) EXISTING WOOD torAIK)N - i SEW REQUIRED STRUCTURAL • - - ADEQUACYSOF EXISTING WOOD � OEM TO E ERIIFILP BY - Lj�" - E0 - I I - C REGISTERED ENGINEER OR i ,` 4 011 I - ARCHITECT PRIOR to SHUrTLR INSTALLATION. RATE WOOD ANC.URS -,---, . I"M.,, - ill= ANCHORS ALTERNATE " t _ .:-,-,-L (SEE I 9:Nl* HOT WASNIA MEN, , 1, (SEE SCHEDULE ON (SEE SC14CIXILF ON !� - ED --- CC, Nam M. 3c'eve OF, SHEET I 1) 'SHEET I:) . . -- 2w. I 1: �Y,=_, t:, - ,/. S, - III NUT � F/2- i 0 IF '/I- PC �'a , - M-1 1/4- i -T I _ 11 I I � , I I - r I ( , /.Mn Iwo * oc i lir =4 (k) IV. I � WXFOU ANCHORS I !� i i ; " � SO ! I (SEE HEDULE ON mlI I SHEET III : Yin.: ) 4:aISfPANRnGN TO ) 1) C _ GLSS.SfI I 1 i ScHrDuLr I /.,-.,. I I %2 sari .0 1 ON SHEET 3) M ,,. SEPARATION To GLASS I A, M. au :_ � - " �, � I •�L'F SCHFOU0 ON SHEET 3) L' MAX I -I.' �" P , .- ; : I ANTI LENGTH I , , N I I ,1z.".r"-S,, AT . � 'L, MAX II,1 , : ""' - PRATE "" SO"'Ou" EFNCYH I UNCT, PAY, `.11 ON SLEET 3) I I I � I SEE SCHEDULE XrsTk-NQ3 . =1 -4 (SEE I I I ,� ON stim 3) 1 -"""i - ! I � 1 I : 1. � � ,I I I . I . [ 01 I I 01 I " I 10 -1 I : 0, r I [ __1 I MAX.: 1* � I I 11 I '�11 I - 'I I 1 0 12 1/2' MO I t . -1 . �, I . 1/2- -ig". 4C , T I : -- ALI . I � to I Q6 IAO I 11�1 I I , O.0 I t , - i --I I L _F`- - 41�4 i1: r' - ; X8, WOOD 2�,,4' WOW PATE. i�i DECK RLOIARLD WOOD ANCHORS REWIRED WOOD ANCHORS (SEE S HEMr, ON C �., I (SEE SCHEDULE 014 !+�'�, SHEET 1) - SHEET 1 1) � CULANG AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE M ALTERNATLYL-4W S1.',k_L 3/8-l' v,Akf .I'M ,�,007111.111"" ti A. NZ�,", - A�, 1 .. "k - . - NOTES, - . - No. 44167 . .. E z _* NUIE � R_JZOMQ1NAlJQN_ffZLUM' I INSTALLATION ARE ONLY VAUD FOR MAX. A.S t) E : --w- * * i on High Velocity IND, = , : . - FLORIDA BUILDING CODE (IN IGO.@ Zo.*)j olm Mnwl w 1. TOP & BOTTOM MOUNTINGS CA" OF DESirN PRESSURE RATING (p.0) AND PANEL LENGTHS t 1". 24 GAGE GALVANIZED STEEL STORM PANEL - . STATE OF .-C,r . ., � ____ - COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 I .. 1, I -,-. . .0 4, I , to IN, ,� .1/21/2020 ", , " - INSTALkATION FOR NEW WOOD FRAME CONSTRUCTION: WOOD Is, '!��.�*� , e'.. UCTS. LLC. MEMBERS 10 BE. SOUTHERN PINE Na 2, W/ SPECIFIC """" �-..Tl �!et " , GLOBAL PROTECTION PROD w7_ �/ .m I .F1 I STIM - E DENSITY Of 0.55 OR EQUAL. ,JILIECOmc , L .0 I , See". Me. P. ---,.,. o*'K - MI, 20-17 � 5 I _W - 0MR.-Ale, - I-).,-- P.G.F., I..,M-,$". 1. PITH)MIA-81111 - n.1 - - ORANNC 1. =Mlr 11 �JIAGFNAIUREIVATL wn*p . - " , 11 -11 I. - , ., U. "LO'S'. � I -107 , 1 -.---,.- _ _______________ I E (1) (1) C_ U) -m (1) - -1--) 7 r- C) %--- IL _0 C__ CU -0 0- . . - m 0 _+_ (D (3) = CD 0 0 -0 (5 -2 - - = L_ L_ (1) 0 C) -_ 0 ( _= L_ 0 U- - . - -I. a) M 0 -- , a >- Lu m CD %W > C:_ (f) EL-r-"_u 0 cc C-) ct' (D M n = 6 -S. 1z, LL- CA- - , 0 CU - (=-) - C C14 _S_- �_ CZ, Cc U) < �� C14 - �1C I - w CL _= (1) E yam(1) E- cD _x U C - - 3, ID �I: - (C) W -m ;. - (i CL) Cu, = = - •M > X_ . - 0! w -a - = E !3 6 U - C w I .,, I 4 z z mi (n _IP-11 L. (3.) (D (D C_ (Z > 0 " U) OL 0- < (1) a c) C- Z3 0 M 0 &_ 0- 0 (D m " (n m fnS. :3 LIJ 2 < z: 2: < I a_ SHEET NO. SH 1.3 END LO R -DEiAUS_FOR INSTALLATION IN P. RED CONCRETE• CQNCRETE_ BLOCK OR WOOD 51RUCT1URES-VALID FOR REGULAR. LIFE SAFETY *__F-Z HANG STORM PANEL (I I SYSTEMS tI I (_ 1 4 a OR as ,V) •LE* ccW a K Yt•• wDUO CRMi a(Itl-Ta NlA1' 4105CON' KJM ' u' i , Ri,i1,6[O AIIOLE 11111, t /•'0 ° 13/.' , _ 2 112' IAPCDN a •2l aC. 1. I 1 Mn. POURED CONCRETE. CO Ron . BLOCK DR 2'.4' ROOD MIAMI POURED CCRCRUL I I I,. . , 3/.' TM'COM f__ fNEOL"M EY3,K.EIC eLOCN 0= I` ' a 12' D CT 1/Yf 1 ,t-. I7-.4' WINO -.`z, OR�) IA:1":-LR(a.,Rm —, .� I7 ll.Aftit 1 et/a• c (- 1` \ I - / an-" ('1 A4r16 i H i 4' W^ , Y . t' ..ass• to IARRwtt uc LorAIXIR • 12' OC VAMS /"` At • Y . F O" can 1 : Y MP.. 9?< L C, 74 /• I AUM ANCLF Oft It. u4. 1 .-HI .. 1 .O.O. 3 a3 3. Sr, CEl-POWIEG EONCREtt. LY,NCAn 3r - I. -nA uu- FICHE ruTT x x , x Ass t 7°S'R"T-' I- "4 e w oR r., WunD 'WANE P 31OP-N,4 Do I' , ( I �.. : / RLH)WRfU SOBS-1e ALOE 2 1I, +✓ - 2 - ._ I I -_ -f Ddn. ANFNl Mm , \_ / O ,COG. ol-N.r O. 8083-r8 VLIT' UT ralt lPM,At w/YCKNCo.1I A CASE A (PLAN) CASE B (PLAN) CASE E-.P-AN), SSE D {PLAN SCALE 1/4•.1• SCV.F '/4•=I- SCALE 1/4•.1' SrAtL I/4•„" I sw SET OR CAA_. On LLCO PAN(I.VTT I.j. .© C Il,MRED CON U. U. SO rOA A, rANIII M MG I'-. a "-' - «7) OR GONCREIL SGG U. 9o1*aW oo PALf1AMTE PIGS (SEE '. I,SX POURED COnC" ' ��`1 OR t•,.• WOOU SECS OF CPU^ SCHCOLRE ON SHEETS 9. '. _ ILRN PANEL CONCRETE SOCK DR MARI[S,I I IV ® IRAME RLOUwED AS AP)IICAYf ,r. Is 7'.+ .000 FINE ) i,VCRLAP B " D' MAILS �• OPEN,NO WIDTH. HLE, IpICAEIE CQNCREE nrgPwEt f I •' I1�^..�••,^'-Ili ., WIDTH M :. 'Xi 2'.4' WOOD 'RAMC I P�"?"� A. tJ .,u,nNED t ,;.: Y 1 )._"_-. ""�;_.1 ""T" ' VARIES - V' •�:'' OR �•Y '''•) `, /` I �Kodl W/ RRCH EG FRONT 5. ,W r✓_/ - RAR FLAT FLANCE3 PNVLIEI rD I \__,.,-/ WALL (NEVER CUT END PARREQ "L-'--,--- 1*Trl \ Ifi / I ,-1 -•,\ ---- - -1 1 ; i:---- �„ ,HI...H..." CASE G (PLAN) ,'' \ R1-m is MR." aonr ..• �N„S." ,` A ("� t SCALE 1/4'- i rt. 71( 11 11 roLaPI +\. ' _- _ __._ ...� �1��''•�\CENj' '•✓'9 S' VALID FOP DRECT MOUNT INSTALLATION ONLY A, (4' CERn11ED PANEL INSTALLATION AT WALLS W/ N0 44167 SURFACE IEVFL VAR%ATX)NS WITHIN 3/4' c 'A * : t ; FLORIDA BUILDING CODE Non High Velocity Hurricane Zone F Omm n.lm +,0. rl. N C SE F PLAN =Q IF CAS E PEA) A E ) Z 9'. a i 2 GAGE GALVANIZED S L STORM P NEL 'a U EE A :W O - F oR,rN W. '-,' SCALE 1/4•.1- ,,, .r�Sc/(OR1DF',.•`d'� �, scuE I/°IF -- --- --- ._..-- .�. 'w ' 1 L E C O \ GLOBAL PROTECTION PRODUCTS. U.C. e.M/t•m I N e �� IH rtS'INO a [NORC."M W coNP In S.W.01w, , /"I.-O l., l ;'H A: ..... 1.p - n..' n �u10'•I gHOB; (es.)IM•?VA. FAX (.s4)11•-e»7 20- 175 'GoRWAMO Nr -IGO"r1f .W.rY� ". �, ii PI. I••'P't SHUT 8 W le PC vAyoP•ArucMa--- yALIEA A Ixtll 1.11 MAXIMUM &a.D DESIGN PRESSURE RATING (o ct) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL''( INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL C)tNSTAUATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & /) MAX. AS D .ESIC,N PNESSUPF RA T,NC I,..,.) MAXIMUM ANCHORS SPACING FOR C.D. . AS SHOWN ON SHEETS 6 * 7 APPUCABLE 'O AnPA/1,L COr6THr_M M.XMVM PANEL LENGTH 'L' ('A) TAPCON LAG SCREW PANELAMTE FEMME FME 10 PANELMATE PLUS - WOODBUSHK ,3" -."_- 13' 1!' -_. A...__- la' _. _. - ___. 13• Ia. _.--__.-_.. 13- tw OOP) ..._._._ 1W(e0RO0 __ 1J•____ 6 1/2- ` 6 1/2- 5 1/2• 6 1/2' 6 1/Y (�) _ - - a 1/4• 12 I/2- 6 I/4- _ (eOtF.•) 3'Oa0' .45. -45 LESS r e t]'- r W 13• _. 6 r _ g' ^- r - 7 LASS r _-__ is (6otmu _ 13 - -.-13" (eomo.m) 1J IY 13' 13' 6 I/I. , _ _ _ w (TOP) __ _. __. 13" 1]' 13' __ a' IN (eDnall) e 1/2, - .. 4 I/2• 6 I/2'--- 6 I/T .__�]_ a 1n• it i/2' _ 6 ,/r a ilia .. m (W) Is (cart.•) (TOP) .5--or ,4•-4- _i_"_ a'_ 6 1/2• _ 6 1/2- -_ 4 - _ i �Tloll •0 1/2• Ir 6 I/2• ... 17' ~tY 73• {' a 1/7- N (TOP) ♦W (BOEW) — U' - ,3• --1 • SEE TABLE d1 FOR MAX. A.S.D. DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER RJA IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN RATINPKSSG (PPP) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE FERN D.VE. I &ANT CCMLV"IMN OF THEM -AFIMUM PANEL ,FN`7H (It� TAFfON LAG SCREW PANEUUTE FEMAID LE: PANELMATE PLUS WOBUSHING OD »45 - 10 45 .75. -76 11- Ir I3' _.,-_-.__ IT _.._. -IF- a 1/2- 13' -_._._--. IW Cop _ ._.___. '._w LESS _ ____ -._ e 1'2 -- _- 6 t/Y a ,/r 6 1/2• 6 1/4• - . - _ _ t! OUP) (aOTE•) - .--..OR OOP) -.. _ Jr (90t=) _ - (001IGM) -- -_____. a 1/4• _._ _ 12 t/2• -�._ - 6• .-,_ _ r r 7 ,/2' r ,-.,., . _ 7 t/?' IS• 6� ._ - --- ,3' r _ IT - 13, 13• ,3" IT tr to b ,/4 6 1/2 Iw (70P iw-(BOTTOM) _.00P) _ _ IY 13' I IY _ a 1/2- a 1/Y 6 I/2• 6 1/2• - --- I 5 1/4• 12 1/2• a 1/4 (00it.. >5•-O' 4 1/2 r-- 7 11/2_, 7 //2' - OOP) 7� e s ._.___--.- . IJ' 5 1/2• ___ ._ _- 12•_ e V 14'_ 13' _- r - 3N (BOTTOM) IT 5 1/2 __._-. w OOP) _ _ 1J' tJ' _...-IY for 4W(901r0M1 • SEE TABLE Al FOR MAY, AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ,, IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE II A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-6. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE F'�MALE ID OR PANEL MATE PLUS ANCHORS & W/ CSPI*f.^HWiM4j 112. O.C. r�AL1Eq A Ti(I/! y*?. 'VGENS ''•. 9 F. s N 44t87 not. fAacw We * -* ATEOF /,�� -- �ILIECO,Nc. '%,AO�1rn,... OR106.-,•\, / 'Ri" X.. 0 o ,.sr TOME 'fir FLSO .. •'G \`�.IiT ' •""' Nw Ia.1 R•y flo Ali11 n,_, 1NSU�LAILN_ DETAILS_fQQ_LIFE SAFETY PANEL n !�O POURED CDNCREj� _4R__CONCRET�_ BLOCK STRUCTURE3 1/4'. TAPCDN EXSn.; POURED ,/.'F IAPCON EXISENC POURED ANCHOR O 9 O C CONCRETE OR ANCF.OH a 9' O C COMCRET[ OR CONCRETE BIOGK OC" -j REOLnrIEo. REQUIRED I. , /_ H l?I i ;1f 1 ,/2' 0/4 _1/4-_ t-_ VAX' I HI[O• hRE!R'ETD � 11 /, I �/7�) -XY \-' I A C Min.I k^StPARATONI 1 /.*. IN"�(1a e TO GLASS.'/4'•-t°•''rmmNG_A ., X. WIS:0 a31 •a» - A G CA/1N CLASS �. f. Gone R <', 1 A i U�ifit ND.z"." ExISi1NGj (1+1 i e 1 C1A55 , ! A , I 1 1 'L• NPR. N I I 1' IMX. Y x I PAIRS LENGTH 6' PAWL LEWIN P / 1 i (se_ ELEVATION 9 H (SEE ELEVATION . 1 M ` I ON PW 12) `. I I. - ON SHEET 12) 1 I R-- EPARA^ O,A I A ; , _ I (1) L/2 , I _ i () 1 I , e• EXISTING POURED L L, • DNCREIE OR I EXISTING POlA1[,C :. is I (j P�L _ONCF4EmETE OR 1 I 000NCRETt HLOCM `l7 CORCT RLor_N , RFoOREn I 1 n ,/r OL REDaR10 I ow ) Hr� I A I I 4 - ' SECTION R-3A 9-p3PF�� ,/41e PANELWATE PLU' ANCHOR O 12 1/2' O.0 1/4'. PAI(LustE " O REGULAR PANELS ANCHOR (9E'FOND) 11SeECTIIOCN• sill E YALi..Al.__PANU SEE WALLMOUNTINGS SCALE 3/e-1• SHEETS IS a. IE FOR ANC✓ORB IY.E ° St'Af;M: InR Nr1 AND, WOOD FRAME 9LRO.G6 mAF AMCNDR SIACRoGS FAIL, MMWW NCt DISTANCE N EHNCD ON THIS SCEEWEoe CZ LEA TWIG 7DOHN SNEODU REDUCE EDR 8" AAlftYNG AID1M ON SCHIN By HI[ ,OtA IACIONS rat OPERATION TO u H0546(. EDUCED PC+OBTAINED 4JS4WG FACTOR SHALLLESS THAN WW- SPACeC -OWED "R EACH ANCHOR PT16 SLRM(P Ne1n10R EF[ 1/4•. TAPmI - _ 1/4% " IwIS 3 I ANOae ti! 6W 3 3 3 _ - - - tw.- (OL) °IMYIM IPet sPlsen eel a,..r w•" (w) ) E to bIR ®N mma ") FWM , '12, P)s 2 I/2' .01 3. a.m Ile , 1 )' I - ."I". I& A.. ",, , , .0.-,,,,, 11 FI *: :*: C1W0 TAI[TO, Irt •�'•. : 066, STATE IV- .:C_ ftoRt0 :r--- -. •� � -- ITLTE C—O INS. ;.... • '-1 8.2�%JRNIIHI / TIN° a ENOIN111I CO- ar, NR,..r ..e•a n FN4141ntNMWL1, • .- W-. It WALIVEIADOM/Ism CA-000f719 W W to A. l.,n .°...1 BUILDING CODE (Non Nigh Velocity Hurricane Zone J 4 GALVANIZED STEEL STORY PANEL 2 ACE GAL IZED S EE DaR"N en--------- OBAL PROTECTION PRODUCTS, LLC. .,,DATE D.a 4 QAWL e1 S1PfEI osMl `1 =,.20-175 PHr4a: (es.)ea.-te.a, rAK. (f6•)N-r»T ,- M.I..L N.: =- FE_EqDUFF 11 a Is BUILDING CODE (Non High Velocity Hurricane Zon• 74 CAGE GALVANIZED STEEL STORM PANEL mf... ,. .ORAL PROTECTION PRODUCTS, LLC. 0'/27/t6lo as .W IIW51 VMS __ Cost.F (M.Hes.7soa, FA: EVU)"b 037 20-175 - __ wen 1. or IA _L .__ _ - MAXIMUM A.SADs DESIGN PRESSURE RAIM-C .a,tl.1- AND CORRESPONOMLAAXIMUM ANCHOR SPACING SCHEME I FQB_-BE_GULA"IM PANE_,L �1) INSTALLATIONS INTO CONCRETE & CONCRETE. BLOCK STRUCTURES (VALID ONLY FOR PANELII INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) VAX ASU. DESIGN PRESSURE FLATNG (P • 1.7 MAXIMUM ANCHORS SPACING FOR MW ED. PER SCHEDULE BELOW T RE E F A Ai COL19HKiXCxt OF TNCY MUIMUY PANEL LERGTH •� ('I) NA%. AS.C. DESIGN PRESSURE RATING (p.sf.) MAXIMUM ANCHORS SPACING FOR YW I PER SCIICDULE BC1011 ro •C A Y CpNIpU.T(IN [lF THrA, M,X,u Vu PANEL LENGTH .L. (n ) tAF•CON —' SEED -SET PANEIANTE FEMALE ,0 PANOWTE PLUS 7AMAC-RAL,N CALK -IN IAPCON SOW-5Ei PANCLYATE ID PANELWi PLUS 7MAAC-NNuo, CALx-„4 ro ICGRC4.I m OO,pe,7 ro c CRL1L ro mHOe1[ C ro m GVA7lR • 10 ro �COCICrt ro mNU.Q�n7EIcaNCR[T[ O -FEMALE ro ro Da,064,E ro m ''[auL1[TF ,AS ♦.5 OR LESS 13• -13' 13' 13" 13•• IS' 13" t3' IY it iJ' tr 1P t (FOP) 6'_r ON LLf3 .45, 45 .65, -65 13' t3' Ir IS` 13' ,3• 13' it IT 13' 11 1/2 , (TOP) 5'_6• OR LESS IT 13' IT _ Ir 13, Ir _ _ Ir IT I]_; 13• ,]• t (BOTTOM) _ IT 13• 13" 13__ -I r -1]• _ -1 r _1]' t3• it IT 13• 11 1/2 I (BOTTOM) r t ] - u - I • ] i ] u / • s , ' ] 1 ' 3 t ' ] 13• 1 ' i 2 (TD►) t ' ] 1r 13' 1 ' 3 1 r , r , ' 3 _ i ' 3 1 r 1 ' i 1] tt n x () 1 3 t • J tS' 1 •- J 1• 3 13' ,' 3 1 a t' ] 1' i tr Ir - i �01F0M ( ) f• ] - - _ IT t Y IT -- t Y IT 1 Y / Y 1 3 1 r _ i Y U 11 I / 2 2 EOTi OM ( 1 3 LOP - - ) - U'_ - �-_`_ _ " a' � II' t ] ;r tY L • � , J t • a t r tY _Ir , 3 t ' J - 1- ) 3 OOP) - ,3' t]• 1 ' D l 3' , ' ] --- it IJ• - 13' __ IT _ _ Ir 11 1 2 / _IY 1R 1 - 12 //2 6 ,/4' 6 1/4' 122 1 _ ,2 1/x - -- a 1/4' 4 1/4' 3 (BOTTOM) - - 2 to Ix 1/2 it/v 6 1j{' 12--In 2 1/2 - - 6 1/4- 6 1/4- 3 (OaTIOM) I r - e• e• e - - r r e• t - , - !' "- _ - e• e• r 7 1 n ' 4 Oah - r _ b' ,! I '- _ 5 1 / Y 11 1- ! a• a" - r 6 I • / ? r 7 1 / 2 - 0• ._ b _ { , - ! t 3 ! _ 6• .. a. e' , 3 ,J a 6 t/'i 5" _ II 19 _/ 11 1 2 __ / n 6 I%P { (top) 4 --- -.-f7P (eOp) ,, () �M 5 �eOTTO- ) aoP3 6 (6OTt.••) -. IS'-., U' ,r e• 1J' 1 1 ",r 1r t ] -'J a U' Ir e IS e' - 1 3 13' .._ 3 - tl• IS' 3 - a' t ] , 3 ,r"" 0 1/4' IJ' 1 J ,] i t/4• (Bo*TOM) 5 EDP) S DIOrTOM ) (TORT 6 eon.-) a' 1 ]_ t 3 - 1]' 1 Y -_ a• 1 r 1 Y tY_ tr r ,Y -1 - Y - tl•_ - fJ e' 1 _3_ _,, 13' /] Lb / 3 Ir , ] ]_ I - ,. ,r - ,r 6 1/4• _ +a ! 1 i• ;r . ,/4• 13 13• .__. ,3 .__ u• - _ _ 6 1/4• c ,%1' 6 lie 6 1%4• - e I 4' - 13' IY- S' - r tb• 13' 10 1/2 -;i• Ir {i:- Y_ 0 1/2 IS• -IT- r 0 1/a 7 1/T 1a /n a 1n 7 1/2 1]• 1Y ._ 4 in ?r 1 OOP) I (BOTTOM) >S-6' TO IV-4- t3• 6' IT 13" IS' 6 I/2' IT a 1/2 a ,/Y s ,/2' tr A I/2• 1 >5•-e' TO 9 _6• IT 7 Ih- IT lr IT to• it IIr it' r ,] 6 tit' ,_(I�BAOeTTOM) Ir r 13• t0 1/ tY - r 13• r 7 1/2 5 1/2 IT 4 1/2' 2 OOP) 13• - 1Y r __- 7 1/2' .. IT _ Ir -. IY ... 1r IT a 1/2' tO' tY ,Y a I/2" _ .. to' 0 1/2' __ _ it' 6 1/r -.- r 13` 1]• 5 1/2' -- .. 6 1/2- 2 O0P) _..__..-_ 2 (BOTTOM) 13• r III - Ir it 9 1/2 13• 9 //2 -'-- 10 1/2 - 7 In - IT a 1/2. —_ _. 2 (60rlOM) . �Y -- r _ l3' 13• ,r 9 /h 9 1n 10 1/x 7 to ,Y a t%Y ! OOP> ,J• 7 1/2' _ir ,3• tY lr - ,o• � ,T Iw -it' .. a- IT a 1/x' 3 OOP) - 17 ,n t7 I/ 0 1/4• a 1/0 _1a' 2 1/2 6 1/4• - - 6 1/4' a //{• 3 (BOTTOM] - • 12 1/2 /2 1/2 6 1/4- 4 1/4' ? 1/2' 12 1/2 - - - a 1/4• 6 1/4' 3 (BOTTOM) 7. 3' J' 9- a In, r 3 1/2' r O 4 1/2' Y 6 ,n• 3_ 4 (FOP) _- ,_1/2' r r _ W T 4• a' 4• 4 1/2' 3 1/2• 6 1/2• 3• • (TOP) r ..t3' 6' - 6' -- r i/T _ 7 t/] - 4-(BaRtom) a' _s• - e -6• - s l/2• - 7 1/2- - (eOTTMN) r I3• _ .1J• .-Ir 9 tit- — Ir • 1/2 0 l/2 7 I/r 13' it 5 (YIP) Is, a l/Y Ia• Ir or �10• Is• 10• tY 6' IT 6 f/1• - a (TOP) -W -:1'- I 7:_ ta' Ir tS` p ,1. IJ' 0 t/2• 0 t/T'1J' s In` S-(BO1,OY) IT 6 1/r 1r la' 1]• 11)• ,3•- 10• 11• 1]' a In' s tBOT$w) SS' tY ,0 1%7 U' T 13' 7• 7 1/2' S VY ,3' • 1h' a (TOP) /!` 6• 1]•l 1]• Ir a 1/2` -,r 6 ,/r 0 t/Y _r 6 ,n• tr a ,/2" 6 fl % - a 1/4• 8 1/4' 6 ;leis 1%4' - 0 1/4' 6 1/4• f (CITY-1 _ 6 1/4' 9 110 a l/4• 6 t/4• s l/r a 1/4• 5 (W71T.• ) StE SHIM 11 toe ANRTARS TYK a SPACAIS FP NSIAIATKNd INTO NOW MAW PjILMn 1 oksoUM ANCHOR 5PA:Ax2S AND 1WMUM EDGE DISTANCE ARE INDICATED ON IH6 SCHEDRF FOR E D ,fn I, MOLTED UN SO#DOLE REDUCE ANCHOR SPACW,I PT M TIR.YMO SAKMo SHORN OA XWM, I W 14 10o,DWWC FACTORS FOR .M P,nATIDN TO eL FOSS1IJ. REDOCED Sw .I) OerAodb „SRNG IAC,DIR SHALL NOT IF :fit I- IANWM $PACING FYWArED FOR f .1clooR TYPr ON THIS SCYNDLRE ,/4•. ,/••. I/P. I/$'._ NIC410R iVR -11'A "•'CON fD1Af-ett •°�W'AE FMk6N.* asoc•IYasF _. -1/P'4 rAU- - _. -. _- _ 1*m" ANCHOR Voc" (M_) 3 A I ]• 3 1 ,/E• l ,/I Ate�A,RA Baal XONant (k) 3 3 ,n' l , 1/I' l eOrAIP IACS moslit f to.).... 3. _. 3 ,/r 3 ,n' -s ,ry i-I/r_ . - ACRa1l ®R asumm (F 0.) FACTOR 11n• n.0 - - . Du aso - - 63P " ale 4/s I ,m - P., - t ,- - I.00- tan -I- - 1m 1a - SPACINGS SPACINGS ONLY VALID OMEN SPACER(9)IS USED. SEEWTUE /i FOR Ely(. A.S.D. DESIGN LOADS at LNX. PANEL LENGTHS WHEN SPACER IS USED [______3NAx D.M..�2. Lew - -- - O Or O . .. 0 O 0 0� 0 0 0 T_ _ ,--- T -_� ___F_ __ _ __ _.. _-___ 11 i I l T _� -1 II[ � � i I I 1 i ( !I i I II I I .TAMP AI A AS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF II > 50 PSF TO 60 PSF 5'- 10' A MAX, PANEL LENGTHS ARE. ON Y VALID FOR INSTALLATIONS ' W/ SOLID SET ANCHORS & W/ b SPACER AT 12 1/2. O.C. "„",n1N11'H'NrrgyA, i .411.1 `4, A.. �!<!/j 2 \CEN '•:':� FLORIDA BUILDING CODE Non High Velocil Hurricane Zone **li 9G;F•. 1.FS' "A, I 44167 4 GAGE VANI T L ST RY P 2 GAL ZED S EE 0 ANEL 01Y1e;, W . I GLOBAL PROTECTION PRODUCTS, LLC. I otn7/wm our TArE oa ___ - I L E C O ,Nt. _ _ IORIDP : ' t �,0-� / ai i ititlliD4 6zWfv1r" COMAM Ir «iMRR,N M.r �.'ur, .000 tr. s1 snwn DMW, FL M4 1. 20-175 NprC MI.. �'. I m_,MI G-OXMrtA 'RN -TER . R+1, "., Pl Bare l-An-M& lu (".wE-In, RMMW NTT �rM /GAf IIIIINI V n, — P1En . . I. ___ ___ -------,- - -- ANCHORS (SEE SECTIONS A AURNATAS ON MWErS 13, 14. 15 &T6) -. - - F*R-IA/13, R-2A/13, R-SA/14, �R-1B/13. R-2B/13, R-38/14, '- MAX- R-11AW/15. R-2AW/15, R-SAW/16, R-18W//5. R-29W/15. R-381AIM. '• Y'- L/1 •L I 1/4'e-2021• S.S. BOLts W, i@ , /� (USE FOR PANEL LENGTH 1 1NX. ' O�� Y-67 '� PAM.L LI,IGTH ! RLOUTAR STORM PANEL I REGULAR T M PANEL I e'-b' 6 .40.0. -40,0 D...r- �((��•�Lf� 11 (W/ OVERLAP MID PIXEL LENGTH BOIiJ I _� _- ---- IVJT_-_ __ .�:- -__ - - __.I_.-.------- I ............... ) _ _ _ LIE SAFELY STORM PANEI i 7--8. O .50.0. -54.0 p...1 (W/0 OVERLAP 410 PANEL LENGTH 9DLT) ,4V (/a'0-?Dal• .. �_1 A•L.- Lm 2A1RALL 1WPl ICNCSENOTIN I S s texts __ I - Al EA N)VERIAPLAF I I 9 fl fl- 2 1 i L__---_ ...... ... .. LOCATION OHCLIFE SSAFPY '_._.I --.-._ ._. _.. -_.. ..-.._ e' I lam/ (, I -1 PANEL BOTTOM CORNERS t _ 7 0 :9 I I . 1 i D.M.. 30. ___ _-�_ _ -. ____.-___._.-._ -� -OVERLAP- _I -OVERLAP- Of O W1"G NET At L'YTCDIAD WIND Hill AT _-__ '-3• MATT LEFT PANEL EXIELlElA71 RM,Ni PANEL r a.; 1' INSTAUA110NS ONE' VAUD FOR WIND I• WN. R-)A/13, R-2A/13, R-3A/14, R-1B/13, 4 -28/13, R-38/14, I• MIN SPEED UP TO 170 "Op.h. R-IAW/15, R-2AW/I5, R-3AW/16. 11-190 I5, R-2BW/15, R-38W/16. - ANCHORS (SEE MCIO'NS A ATERNATIVES ON SWEETS 13, 14, 15 *16) � - I ,j4' MAT. GAP LIFE SAFETY STORM PANEL [t) ELEVATION (t) - 1 :y SCALE t/4•.I' 7 687' SECULAR `1 REGJUA? ,I' STORM PANEL (W IJ:ETAA➢ -, WCSI WILD') SIERY PANCI I. 1!lliz__r.-_.._ r- - _. _ ____S, -_ I e i 1, 4. % r,`,... ��aG I L -MAX GAP i --_-==- ,we,:W _.�r..- ,_--'__ ---- _. _ 1 _ >r- - --__ >r..._ * - �,:_. - �'.Wz�.F.r 1. LIFE SAFE"M1 PANEL i1, * :'16Z FLORIDA BUILDING CODE Non High VelocityHurricane Zone)I E XTTa�L1Cs] 4'X• • NLI @ -,` . MILM m f✓. 6FS. On(pA .�4" 24 GAGE GALVANIZED STEEL STORY PANEL DA A e>S/ G - -__� --- -- — — - jr-- N - N % -1 L E C O I N c \ GLOBAL PROTECTION PRODUCTS, LLC. w/P111 SECTION A A : .zeiss N eDA to „R.ti .TOR «, f, .M. -s-=r- YIN.. rL 3111A SCALE 1/4'.1' / .... MR�w. Ia•In,_..,"'M PI.o,NL Ifa.IOee-75+1 rAr n3.Ne4-4w2 20-t75 lit ;6L1 rrlPE,/a,E r�_Om671I . F1010 1 LAIR .x.. 7 fNan 12 a 1• --_.-.. _--.. ----_. ___--_—_.. -_----------- -- ---.-'-----.-"_.....—.---------.-.. I INSTALLATION DETAILS FOR LIFE SAFETY p�4NEL " INTO- WOOD S RUPTURES ii _ __ __ ._1 - 1 k-- --- WD00 HEADER WOOD HEADER _ W,. (.'. HEADER •,'1 WOOU HF/IDCR - AEou'"m 9EOVIRED RLCIr Pir I Rf.WIRED , I t ,/.'. IAPCON - I T •/.•. TMC0. r I l//4'e •APCP. 1 --- - - I �, 1/i. 'WCON • ANCHOR O 9• OC ANCHOR O p• 0 C �V 401 O r O.0 . { i ANCHOR O 9" O.C. ' I 1 (2;: .() 1,1' (2;I 1 it C� I ,/2' ,,M/o '.I ,/2' ,I/4' � 1/2' ,1/4• i - 1/2• ,1/4- 7 I '-_ I I` .�. _.I i i 7- ) ___ r__ NAAA I T I IIAY_ 1 Ann I 1 M:., I I WM I)'1 I Min I , I' 1 , / , 1 1 1 O 1 J Ipl `:- i e I 1 %�f I'P-Is,•��g R I 1 I 1,/4•.-Rla,• ''� CHISEL,�r� R�� 1 /+'•-)µ1' p' f. f. 4 4Mw.D' X 1 1//i.-1a,• a /' r i }Y 1AE18� IS W '-..n 1 Ss. Ra,R RA9 It f,. 1 EXrsntlg� I f.EPeoLN W II I oU53 n L n M MNM 'X6tlMG GlA% u 1 EXSFI n / 1 wwr-n GXwss -._R i. I p f i 1 „�,u11,�aM c �� mill! (; a �.D i 1 I R 1 I i• IMR R < I I w'1{� t ' E• MNf. I ry , " , PANEL LENGTH 11 1 2 A l I )- F P ALCM J l{ R II } I , E! If I PANEL LENGTH ! l i I I (ONE SHEETA 7'2) II .. t • MrI ..1/Lt.: --. . ; : • _ \ H (Sit PANEL DEIGN : AN M. .1 a• ATOLL lE 1 (\T VY (SEE ELPAEON I 1111 ON 5.1EF1 t11 ". .(SEE ELCV'AIXXN 11 X ____. ON SHEET IT 11 X 7 ON S.M 2) 1 11 1 e_... - 1 I D I YeI , _� P ,••Wit. 1 If- $f PARADIGM - - , N 1 , Tl_ I I l\ `�� M TO CLASS. I. 1`l. JI ,q O GLASS i ' ,12 :__ rARATON. \7) R t 3 `' a 4P1 I t N 70 CUSS I ►--APARAh014 . -, r.,, I ,-. A , " F . a• r-1 1 /. I In nIASS 1 .03 6' 4E $L. l� I - " = I , I & I G 1fG _ JI (4 , J t� 4 r,4 WOOD \ III W , , o -- -1 &N �' 1'2 -1 r 4 H EO PAYS r- - + I I i , CD Sf_ HP "�M MS I -' LATE I I-C_.�__'.' _ I I2 I { 1. 4.0 TAKON I 1.. ,I1'4'a UPCON REWIRED _ �a-0 TMCON 7'.4' WOOD .1214 PO I tl AN O M O C ! —K O O. O.C. ANCHOR O 9• D.0 —, !� 1 /iA TAPCOH S,An"arO W/ 11U0 I STAGGERED w/ STUD ( PEOU'ATO 1 - I wNGAJk O a' 0 C. I I '' fa. WORD t I I vulc WOOD i j REOUINLll REOU,RED I { i 1 1 ALTERNATIVE R-iAW ALTERNATIVE R-iBW AL,jE \\/E R_2.A AL7L 9 _RErkU1AR_PANW.. LIFE SAFETY_.PeIIEL 4.I3EGtl1.AB _PANELS �11EE L WAL ..N"N_T1NGS I.uNM,,,N/ WALL MOUNTINGS I xA r 3;e.r ��FF ,�V, N. TIE(/? oi, SCALE 3/e•1' I I = 3p.•' 4"GENS '-' i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) B47ES - HOTS R1FC0. TIC. r.F 4 GAGE ALVANI F STEEL STORY PAN 2 C 1 D EL 1 7 - 44 6 INSTALLATION ARE CNLY VALID FOR A.5 0. DESIGN � J0' •. 4-�____. I _._-_. fi 1'•i°' �• - PRESSURE RATINGS SHEET AND PANEL LENGTHS AS = * * �\ GLOBAR PROTECTION PRODUCTS, LLC, 6r/an PER ELEVATION ON SHEET 12. - STATE 0 IL E C O INa — 4eRA S.W. S, Sll[lT FOR NEW FRAM C N TR CTI N� qq,, 7 E [ WOOD E O S U 0 WOOD ": 9 ItUli tt3tTlNo a tRallHfnw• OV4Nv MEMBERS t0 BE SOUTHERN PINE No 2, W/ SPECIFIC �', OC •,,I OR10�' /S/i.112..' « °"'r' PrrPF'iI'H" aA"S.-7mb. SXS"4 20-175 '`-, !! „y .,, ,+a .'rr'•N"1 A.". HMOHE. Xv3NX:6f-Ya.b. rM (Po.14e.-6»'i DENSITY OF 0.55 OR COITAL. Y'A,y1 fl -'• H* °Yp•• _ .r..r r -.r - oRLRN,: HI. G-OOoe719 4N SocN M6/OME «N TER A Ilil .H, pE - m_ 1T-.:_ MQ113 M to I ..Ia2 - MAXIMUM A,S,p $1CN�•AE$�JjRE RATING-(yt,>tAL,� AND_X.QR_UE NDING MAXII�UM__ANCHOR SPAOIZLG 5-C-HEDIFIIE FOR REGULAR- PANEL h1, INSTALLATIONS INTO CONCRETE A CONCRETE BLOCii STMTI IRFQ (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX- AS.D. DESIGN PRESSURE RATRK. e./) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW xAAE, F a ANr MAXIMUM PAN(L LENDER "L- (11)RATING MAX &SO DESIGN PRESSURF RAnNC MAXIMUM ANCHORS SPACING FOR MIN I . PER SCHEDULE BELOW AZl_ t C0,6In P AMaI i(P TAICON 5"_SE1 PAN[1AVTE FEMALE 10 PANELI,N PLUS 7AMAC-NARIN CAN -IN tAMON SOLID -SET PANEU4AIF FEIAALE PANDAIAPAN P1315 IIMAC-NAN.IN CALK-1N A 13• ic� 71• A owl10 tr ,3' ro m11uPrz ,3' /J' ro Ixeeel2 17' Ir m CWDKM ro owlanE COIBINTI-.N iN a [M m m m m.Pa+[ .�, t[ i° fa txellTAtA R to I.LIIO[lE >.65. -as .75TO 78 13• 12• Ir t0' 1 OOP) I IBorloM) 5'-6` OR lLS"; '•.7 -7! . HL-1196 IT 5' _I J' t 0 /2 17' e_,n' 13' 1 6 /2 7 t /2 , a n tJ' 4 1 2• / ,_ ) - (n s'-°` -- OR V) LESS A 3 aI a3 IS" 11• /7• tr I3' 13' 13• ,J• _ IS' 12• t]• ,o• l3- 6 1/2" 13' ,r tr e_ - 13; p-�_ 10' 7 1/2' ,r p' t (Ban OM) IL - tt , J , 3 _ ,r 1 ] -- ir- 1] _I r 13' , 3 1J / Y u o -- a (TOP) _ , 3 a _ , J _ 1 to / -_ , r . _�_ _ • f /2 3 - e 1 • n 7 1 • / 2 -t a n t 3 - 4 1 •: __�. (ror) „ 1 a tr r / s ,r a ,o i eD'TfOY (_ ) a ItT. _ t r T 1]' t' ] Y 0 1 n it 3 0 1 Y / , o 1 n 7 t n 1' ] 6 1 h 2 . 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(ecr,aF) 5 _._ .E - r e_/2' 6 - a: - J I • � - a' a• -' - _ 1 r 0 1 T / _. 6 , Y , 2 2 - e• - + , • 3 - i ]' e• - 13•- - ta' 6• , 3 , r __ _ I]' I]' _ .- _ _� f 1 /2 _ - 7' __ Y _-- -- _ Tr 13' _,._ .3' -- , Y tr ,-_-. la 1 , r _ 13• ._-. ,]• - 1• _.'.__� 6 h 6 1 •_ 3 1 a N• _r _ e t 2' / _..- 6 1/2• l0' -1 0 n ..___ 7 Ih' -- 7 , h - 7 1 n a tit' _-- IJ' 13' __. _ 13•._ ._v r - a- ° tj2' .-_ -) tFOP B _ ) (LOP) a L-) - u „• i 3 _._ q -1 -a' _ IS` -. _ 13' !-i%{' , ' 3 -_ 1s' a i-�• , 7 _ Sr 0 Ile . , y ,Y _-_ -~ IS' I " 2 -- _ t ' ] 10' - OM ceoT1 ) 13' - - 11• - T IT Ir _ __ - 1]• . -_, _ - ,Z' -. __ - 13' __ 6 1 •• 10• 0 1/P a _.-._ _ a ."') 6 1/4• e , 4• a 1/Y { , 4' • Ile 6 1/4' - - a 1 4• 6 I/4• IT 7 1/7 1r 13, Ir tU• 1r to' ,I- 13 . a 1/2 TO a'-0' 13• S 13• la 1 Ir 1 IT e I 7 1 a ,/7 it 4 1 2 + 1P) t (BD„OMI t17 _� A' TO T-5' 1]' 7 t/r it 13' IT tat 13• to 1/2 tl_I/Y _a' r Ir Y I_(sanoM) 2 OOP) 2 (BOTTOM) N' __IT a t/J'_ -..5' _13' I]• /r a' tY Y'-- TO' 7 t/2• _t_Y r _ 13' 1]• 7 1/Y 7 1/2' tY_ it q' q' _ 13' Ir 10' Iaa 11 _ ly 13• io 10 1%7 1f' ,1117' e• - r ,Y t]• a I/2. --r Ir 10 , Ir 6 ,/2• -IY 6 ,/r 7 tit' 6 1/2• 13-_ 4 ,/2. 7 O IT r Ir U- IJ' 6 1/2" IT 9 tI- 0 t/2' 7 1/2' IT 6 1/2' TTOM) 13• 7 1/2• 13• U' `Is/ 10 ,/2 Ir 10 t/7 11 1/2• 6' 13' 7• 3-(IOP) ] (eoripl) i-�Z�piOP)��p 13- __ Y T _ Y ,r 7 1/7 1J• /2 1, ,r a 1/4- p ,/2• 6 1/4• Ia2 2 1 p ,/r { //4• 10 1/2 - 7 1/r - ,r 6 1/4• e• 4 1/4' ( n ! 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IT _.__ 6_ _ too 7 1/Y - ,3• 6' o (TOP) 6 7 ,/7• 13- Ir Ir 10 1/3 Sr 10 1/2 , l/Y e' _. d' - q'., lr 7_ 7• 0 (BOl'fOM) 6 (TOP)61. ,]' - T IT t3' ,J' 6 1/T q• a 1/Y 10 1/T 7 ,n• 1]' 6" 6 (eOTTp,) !-(TOP)_ . 6 eO,T.- -,)• 7 ,/2• 13, IT -13, to 1%f -tr ILA 1/2 1 , S_ .-Ir 6 1/a'19 _.- ,/•" 13• 6 1/a' 6 1/2• a 1/4' 1r 0 In 7 ,/7• s tit' - ,3" _ 6 I/{• • 1/2' 6 1/4• - - a 1/4' 6 1 a' 6/ 4- 6 4' 6 1 I' 6 t/4' a tIOTt^ SEE SHUT 11 fop ANCHORS 11" a 9.4.0 n" NS,ALU"TIONS NIa W000 ,RAMf .W.ONDS . ..P.W ANCHOR 9MCN105 Mn Ms4RNA OX,E O]IANCt ARE IMoicona ON TN6 SCHEWLE TOR CD Uu TNW INDICATED ON scicmx R.O.CL ANYHO, SPACnG e, R.WLTIMLYNG SPACi SHaw DA SAHAOVE •Y W ,0110MAO •ACTORS FM THIS rp1AATIW TO IN PO!'amE mroucro Sme- ae1AlRlp USNL FACTOR SHALT rWI N USS THAN MNNA,N WP ARC HOIGiIO fP MH ANCHOR 1-1 ON TA KNEDTAL 1N-. ,H'._ ,/••. 1/4'. '/vo ,/4•. ANCHOR T9Pt UPC' fDlDdn ".LA.H, —, 7AW -~ Wo-. WOIIIIY I.IGON 9W1040 (e,) 3 I __ , , I ,p' A IA 1.411111eM amE I[�er�� di 3 - -„31—I !_ 3T/E 3 F--: ) .-- - -- ,n' - -) ,/:• 11/I ) ,/r ACRAL FDOE o6MICt(ED) FACTOR :11 u. e.- •a0 - - o°0_. _ Ili° 40 - p,W. - 3,/t- - -.- IN I.im I.m " SPACINGS ONLY VALID WNE71 $PAC;ER tS USED. SEE WEE /1 fOR MAX. AS.O. DESIGN LOADS & IAyX, PANE•, WHEN SPACER "IS USED. — — �0 11 . A TII(4s I'll . *....•JGENS''•.:/ :: 0. 44167 ': - * _ TAT _ JAM--11 A A.S.O. DESIGN LOAD WUOMUIA PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSI 5'-10' A VAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ bi SPACER AT 12 1/2- O,C, & FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane e202o 'lam. AC 24 GAGE GALVANIZED STEEL STORY PANEL aei E„ 1 L E O cNi � GLOBAL PROTECTION PRODUCTS, LLC. Or/l1/3IG1. m" �, r� - .« 11 SIRES 20-175 F,�W� I" ,WRr W.M W MIM "un, n'N-,ro��aR n,.,.N dHE R 33"• PI,D..E ua.,NIO-rsV, FAx (.e.x«•e»; Roo?" A ,W2T W. PI IL -__.i�/" _ .H.E, ,D n-,. _ __. .._.____-----,,_—._----__.--. ._. - ----- --- ___ ------- _.-_- .-- INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO PARED CONCRETE OR CONCRETE 9LOCK.-_TR H 1/4.0 IAPCON EX15TIA; POURED 1/4'. IAPCON PIX2RED I/4_. TAPCCIN Ex'shl YLi,IR(H I/.-0 'AM:l,N EXISTING POURED ANCHOR O 9' O.0 CONCRETE OR ANCHOR gi,snN OR ANCH"1R O 9' OC CONCPETr OR ANCKI. O 9. O.0 CONCRETE OR CONCRETE CLOCK RLOLIREO /� I{ CONCRETE BLIDGN REWIRED. {I CONCaEn BLOCK PEWRFD. CONCRETE BLOCK REOURIED. C ll99 f l/T' ,/4• ;{ ) t/2' ..- "/.• ..1 -.MAX. 1/2• ,/4. �._ rl/r'...-.. H1 ,�, W_ I ...�._ MAX..I, ) I E.4• / 1 D/2*,/.- EC• 111 I ' ,• 1\✓R J) /' I11 I +j- CI n I 1 (:,/ 1- M. 1 ( p I - Min 1 11 fXXSTA 1 I I - AMTIDN.. EXNSTN2y-J TO CIA&& .1/3 e0.i�S' ��Av� GLASS I , I 1/.'.-Ia.l• t8 e,xte a 1� II IoSTIK I t ,1. t 1/41-7°.I• i ,1S a 11, «A EXtSri�rr' TO GLASS. I G1A55 IX /, I CC ,,--; L.1' } l.8 -- IR,Qi .JI GT ASS ; n _ I 1 I"""• IwmH MAP r-°') nJ f f t1 ' n IA .z j GLASS 8 !. R 1' I I 9 as , , tawN non, rf, n V - I It •i ; 1f W rA mCR1A� ` it 1i1 . 11 11 i i It -I • 6 1 'L ( I MO. I I 'I' MAX. F I .-- I ,, L MAX I A I . _ "�.-.1 ._ PANEL LENGTH (SEE CLLVA110k 11 I I d' PANS IENOT, (SEE ELEVATION II L I PANEL n _ _ _. _ t (SEE El[VATON If LENG714 I 11 �(j I 6' PANEL LENGTH (SEE ELEVATION 11 1 Mu,. II--S@ARATON I ON SNCFT 12) n 1 _� _. 0 1 I ON SNCFT ,2) I i• YM 1 ON SHCIt R- SEPARATION - 1 t2) 11 ok 1 II I I ON SHEET 121 ' It 0 GLASS ( I, 11 TO GLASS. I 11 _L _L. _ 1 L/2 I I ��t I �\ L,/2 I 1 6. ' F n. -�C+�Jj ( too /`E� 'd A.D.. i 1 I 1 L'. y O ,K '• I 1 V • O ,K oc EO H ' ._J I I Eli 1 I 1 _ -is I 1.uL �SP.!/1 Ns , , Shin fB10 MsT%a 3/4 11111"/:`.f�T-p. 2 1t In�Hjf�oac I 1,• W II I; .1 I/4•e TAPCGN \' N I; 1'e 1APOON 1/{'0 TAFYXXN ANC14OR 6 9. O.0 ANCHOR 0*O.C. ANCHOR O 9' O.0 ANCHOR O 0, O.0 EAT5TDIG POURED CONCRFIE OR EX''STTWG POURED CONCRETE ON IMSTING PUIREO CONCRETE OR EXISTING POURED CONCRETE OR COWREIE BLOCK REMPRED CONCRETE BLOCII. REQUIRED CONCRETE BLOCK REQUIRED CONCRETE BLOCK REOLNRED SECTION 9 REGULAR R-tA PANELS 0_L E SAFETY PANEL SECTION R-2A 9JiEG-IUR PANELS SECTION R-2B 9-LIFE SAFETY PANEL WALL MOUNTINGS WALL. -MOUNTINGS SELF 3/e-,- "rI�' -1ALE 3/9-1' of"ll,�•t"IADT SSE....... �!/. 4 re CO 2'.4• *0%1 PATE RCOUXRED aFE SHEET9 16 Y 16 fOP ANCHORS AM71O111P6 /i. "'t A SPN:ING ION INSTALLATIONS INTO 1APOP WOOD FRAME BUILDINGS MINIMUM ANCHOR SPACING! IDYD -------._- _ II__ `o__ sNC"` (W) I __ wyyR,roy ', -- MS •m,AIK1IIsi c.NnN1A OW. 0.) .. _-__T'--- I THIS r(IGE T>rIANCt ARC INDICATED ON nIS eNpIU1r[D SCRHSCHODEDLAt ItP O l7AE ANCHOR nK scicolnE IIEDUC[ ANctloll 9AGND KRIAL = MMU se) FACIA 6, MW iPL BPACn6 s.lasM DN W.RO.AE ti III[ fOUAYSM FACTORS - I „y o.a FOR npt OPOMTION TO PC /'MUM. "ICiD SPACING OWAPW USING W:TOR SMALL ,IDr K LASS THAN ) './). O.a, -p,WrU SPsCINO INWATEO FOP EACH ANC„OR ,TOLE ON THIS SCK'Dmr 3- O./o -- 31D _ �P` \'ENS`--"/4N,'s ' No. 44167 - FLORIDA BUILDING CODE (Nan High Velocity I Icon. Zone I*: - I * - Rm o 41rfG. "NC rJ. z ' = STALE OF 24 GAGE GALVANIZED STEEL STORY PANEL o+.. w� S ¢ ;.,'PIER 1' '4 c- ... , -- - --- - --- - I L E C O 'H. PROTECTION PRODUCTS. LLC. - °'/rt/ImD as/ONAI' ' ,cLoeAL ,NC ilinNa i�iwNEE'in+i coMPAnsRR,I�3T�1 Y11 - /2j N'IN411BM1111 .: n`L n F,-- �U'N Fnw fA..1 �P"�.pr Rr . Orl n1 "IPC PeM74M-,an, rAx (.s.f060-,21/ • 41 - RAID A ,LA A, PE ,r"-�iA n— --- 2D-its o,A...R - IE. StAL/MaRATIAR/YUE p..T 13 or M __ _ ___._ INSTALLATION -DE AI FOR LIFE SAFETY PANEL (1. —----------_...-_-�_,_.---,._.___- TOT!_ o WOOD._ ?R J_Off $ - 1. WOOD HFMEN REQUIRED --'--A' - 1._ VCR FAPCOH AHG.Om O 9' OC. I 'I P 2 I __ 41/4- 1 2 MAX, . I 1 II). wit 1 I 1 P N t I () Ex"VIK-141 I I CLASS It 1 N1/4Y-t6,Y SxIA M ii I I ON ,n,G NEWT, .PINE 7-TI N 11 I - MAX. II I ! PANEL LENGTH N I (SEE ELEVATION r, --V'`- ,..__ T ON LICE' 12) N 1 ° 1 Illn I--- SEPARATION-- 1 ) O II TO GLASS I 11 F1 I L/2 _ -)) 1 I `(:! '.1 I w O Id ac �1__...._/ 4 . t _ ,/4•e PANELMA,E PLUS 41) I', ANCHOR O 12 1/2' TIC ALIERNADY1__R=3AW 9--REGULAR. PANELS WALL_MOUNTINGS SCALE 3;6-1- 1LQ)ES: i. INSTALLATION ARE ONLY VAUD FOR MAX. A S C DESIGN PRESSURE RATINGS (P...t) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TC BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL _....__ _ _I WOOD NFAOfR iAPCON REOURFD r---T-•- t//i0 ,... ' A 'MR O 0, O.C, N '.""!I' R GI ASS ,I a u 11 6 11 II II I - Wn. ED 2'.4' WOW- 1 . - PLATEf. RFOUIRED P�;EF I .-)ILL/r�%, ' VGEHSF ' •:9 -s_ No. 44167 S i*• F -s �L STATE 0 •: W _ ,- 0"'. FIORD, * GE - NNu«1.4 / I( !A/SRLILAIIINE/O.TI i v ( I 1 � . •OL» W I .11.-"* I 1 1 'L" MA. - i- .'I b- PANEL LENGTH I (SEE EIEVAT)ON 1 ON SHEET 12) T- , I - f:i I I 6' i- 14 .T •e1/r oc I - I J 1/4.0 PAINELWIE PLUS ANCHOR O 12 1/2" O.0 I i dI ALTERNATIVE R-3BW 0 IJFE SAFETY PANEL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Prom narc ++ 4 1 R P 2 GAGE GALVANIZED STEEL 5T0 M ANEL 1 ..r m Ti L I E C O ----- -- GLOBAL PROTECTION PRODUCTS. LLC. eI -� -- /) w14t[ ,Ne • LW ' RI-E Noe I vm E.W e1 ---- .i . >~ K, r m .Teri _ . v WIN ," 4i.1M,_„oa .�,", ., -,N, ,r ° . h ir:I' "'.M NwaNF 0.)u.- w tr a.,ro-n7X7 20-175 ' fA-WDat,4 v." - rr -~ ORMnq R- eAnR A TILC , __N-T 1 IY 1 am I. a ,e,M, //7-7 /1V) W r- V) _ M ( N c- �t U C 0) Cu j -0 (I- � ' 0 -0 1�l•1-tt `v 0-0 O M U) -0/71 O __ Q = _L O VJ Ca 0 O -4-- LL_ — m m 1✓ O O C>3 O �A Q �/•� 1✓ J Ly z z W J U) v/'I ,�A \,IJ (D (C-1) i _11gRg`RggJ U) :D O L_ C/) CL 0— C ' (1) 1--) = —0 (00 So— L..I._ U/� I 6� L. V ) Cz L. W W Q Z Q J a - SHEET NO. SH 1.4. t:zt/tit, t:21 W/1 a ANCHORS --- -- "-----..-(SIP SECIM EZI 6 ALTERNATIVE 12711 ON SHEET 18).- --J• Mee -•3' W. - 1. 4NL �(9fE Mort 2) (1�)M/® f v /IIDTE 2) Ym yy ,�, a - -POP FVVrI 6 L Q` PANELQ TO OE INSTALLED AT EACH OPENING SMALL ALWAYS BE //2' Off'd 0;7O O O O OiO_ I 1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATKIN IF INTENDETT • • '0 BE INSTALLED FROM INSIDE OF SIRUCTUNE. I I ! I AT? MR PANEL ' jSi'ET' NOTES 2. r7-- - --•r-r-T._r.�.._r.y.. _-._,T..,,....T. ,.._,.. .._ �-_. T. _r_.r-f _r..-)f.-1--..T .T. -r - 01 V (1) . E-Z HAND STORM PANE.. �rSI EIA I I (END PANEL) I 1 (INTERIOR PANEL) �INEERgR�PANEt) I (NMRIOR PANEL) (� PAL) I MA, : C SISTMG OF PAN L ♦ Clint lIUCKS TOP 3 BOTTOM SEE NOTES 2' 3. 4 0, U. (;) END FANELS SHLL1 ALWAYS BE CONNECTED 10 BOTTOM IRACX 3 I4 I II � OTHERWISE A STOP BAR qD SHALL BE PROVIDED AT TOP OF SUCH 1 PANEL 11Nrm PANELS. IF END PANELS ARE CONNECTED TD TRACK, CONNECTION I SIST stun coNsaT or ,/v.-2oN3/4• Ms. w/ 7/e'.A3/3z• w'N% I ,St W/ P 46- 1 11E12 ANELS W t 70. HUT 1 4•ex {" n TF i TAPPED BOTTOM NN U R F U 1 ..R9 // K / 3/ MI HERS MAY SS OXG tE j/ G Ow]h/V' TRACK LOCATION OF FASTENERS MAY BE AT OTHER OF TWO (SEE 5[CTItN/3 AS AP'PLK.1&E) EXTEWOR FLAT FLANGES Of ENO PANEL50 or <; IN 1.A-\E THAT END PANELS ARE NOT CONNECTED TO BOTTOM T I ) T I i J f( AIA RACN (I., A STOP (IAA 5 ONLY USED Al TOP) AT LCAST IwG SHALL BE CONNECTED TO BOT10M TRACK USN SPECS T 1 '1 7 TIT r 1 11 I I I I I !_ J --}��--��•�•� INDf,PANELST INDICATED ON BNOTEOTTOM LOCH tI: 3N ABOVE, IN SUCH CASE, PANEL ..1JJ_LLJJ_LLJJIILJJ_.�:JJJLLJL:,CLJJ111JJ_LLJJ1�. JJ_L1JJ __.1. °^Nr` 10 170FTOM TRACK MAY OCCUR AT AM' FAIVEL. LOCATI"N _. I- MRA L. � • S[r NOTE 4 .- i a' Yar. 1. 1' INSTALLATIONS ONLY VALID FOR WINO +' SE[ / �a' 1' ;PfLD UP TO 170 -PN ] Awi4onS MUTE 1107E 11�a/LLAI J -- - - (SE[ SECTION Ell A ALTERNAINE E21W Or•1 SHEET 181.. EZ1/tar 41111PEZiW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL , 1s SYSTEM J) ;CAIE. 3/32"=1" J.I1a1'IMN fM1A.W ,• •. � I v 1 /4• SECTION A -A SCALE. 3/32"-,.. a°iCA A. Il([/jqi �FLORIDA BUILDING CODE (Non HI h Velocit Hurrkamb Zcna'- r 167 ➢'010 iAmea 24 GAGE GALVANIZED STEEL STORM PANEL ,,Ar;R,(L�ECQ r,,AT. EEEc. L PROTECTION PRODUCTS, TIC, °f0 wYNow ""00'NI sI 8711.AM,L n »1,.20-175 ....._ '''G � ' rr.. jy1Ar,-,m r•'�"<Nrl a• -,DI Ix+MK; LnI NR'1-]•v.A. TAN. (Y5174M-eh) � 1p a-aoRTIE a, olP«nN N, N r1/IM1111111„' '�K wrM1 A nip A ,I r.L W1E1 , i DI 14 ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 15. 2020 Application Number 178591 - R2 EX Piojou1 Number 20-31543 Product Menulaclurer All American Shuffles and GIs" r r Address T O a Road MHnufactu a Add 54 Donn d West Palm Beach FL 33409 Prrbuct Name 8 Denenphon 24ga GaNanlzed Steel Storm Panels Large MIalUl" Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being Issued Ili accordance With the requirements of the Florida Depamnent of Business and Piolesslonal Regulabon (Flonba Building ComrrlseauG Rule Chapter 1 F A for statewide acre an e r M 1 The product noted above has been B G20 3 005 G . sit de c Method I(d) r ! r ah a as aummusn herein show cur li - with the FloridaBudding Code lasted a d o ev let d zlXl a to s ir cv rip Rn1,o a g Seventh Edition (2020) and Is for the purpose Intended at least equivalent to that required by the Code RR-"Aluauon of this product shall be. required fnllow rig pertinent Flonda Bulkling Code modifications or lewmans Substantiating Data: • T V LUATION DOC M T PRODUC E A U EN S r I I 13 HILHf 4 a GBNNnl7e'f $tE-PI ilwro Panels HVH 8 NOR Shoals 1- EA d aw rig M20 3 5 t g L Z 2) . s it 5 prepal ad fly Engmeonrg Express. signed S -leo by Fflint.. Bennard0 P E is an integral pall of this Evaluation Report • TEST REPORTS Ulli(Urlm static structural performance has been tested in accordance with TAS 202 test standards nor test A-17-001 Bla ater Tests Inc re n s LEST SG ckw to 1 rig ) LY rmissile I nce rid cyclic Iowlin performance has been tested In accordance with TAS Large impact reta5la 8 pY g p 0 o f 201 and TAS 203 lest standards per lest teport(s) #BT-ASG 17-001 by Bfackwater Testing. Inc S U TURAL ENOINEERIN3 CALCULATIONS TR C SWdural engineering calculations have been Prepared which evaluate the Product based on Comparative and/or Tetanal analysis to quality the following d-Lin I:rilarlo 1 Maximum Allowable Spans 2 Mimmum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12•" AVENUE SUITE 106, DeeltFIELD BEACH, FLORIDA 33442 (9S4) 354.0660 1(866) 396.9999 TEAMOENGINEe RINGEx•aess.coN END iNEEAINGE%eRess. COM MEN Iy° 33� an �L ifE -,,n•: r 1■�Rr 1, /7 IBIS TAT' r ) uvLIn„1n11 NtAN n-f IWnNLAN n-f Iron iTKC K`' KLL G, r I P n•nIw r t.Kn , N /, rrin.n I•armn•T TTh� �?�lli . 111r,U K rs rt Yl L r. sY•,. •u v 1 N 9'll Cl� 1 At,��P=1IN"1Jt Y' Airurv7U.1`ST9 S r- G' f- Lan Al w+I..n Fall w CUI I r R H C.UINLI Nau'r • nt' r R N' J 0.l M IF:Ul, Y 3CMp H 1" Iv-L.R Z r1++4 �'1' I FM,x/I11RH.1 Mf 1 n I N f.f N1F 11S -I C. INYh' TLI ' w i-n r r tin. [� yGll NrN)M 9=_c11011 n Yrr.re Nh3M.G'f.H�. IV ENGINEERING Page ? or, - All American Shutters and Glass - 24ga risk anized Steel Slam Panels No 33% increase in allowable Stress has been used in the design of this product. Separation from glazing t8 not required tot installations outside at wind zone 4 and essential faaNhef impact Resistance: Large Impact Remlance has been demonstrated as evidenced In previously listed test reWrt(s), and Is accounted for in the tarriginsering derslDn of this produ ct Wind Load Resistance is tance That product has been designed to resist wind bads as indicated in the Span Scl,Pdule(s) on the respective Product Evaluation Document (I e engineering drawing) Installation Tlvs Woducl shall be Installed NI strict comphanco with its respective Ploducf Evaluation Document 1' e englneennU dlawmg) along with all components noted therein, Product components shall be of the material specified NI that products respective Ploduct Evaluation Document (1 a elgmeenrlg drawing) Limitations 8 Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (1 e ungineenrg cifewing) as noted herein All supponing host structure• shall be designed to resist all superimposed loads and shall be of a material listed nt this product's Iespective anchor schedule Host structure conditions which are not accounted lot In this, Moducl's respecbve anchor schedute Shall he designed for on a site -specific basis by a registered professional engineer All components which are mWnera msta4ed shall be protected against corrosion, contamination end ed 1 Ve IY P O other such damage at all Urnis This product has been designed for use within and oulsrde the High Velocity Hurricane Zone (HVHZ) fir." /clllU))\ I •1CN t+s1klEN/r'• 1� AYaFP OPni}• Frank BennardD. PE ENOINEERIND IE)ePRESO Nf'FF04694N I Ccn Auth 9885 160 SW 12•' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354 0660 1 (866) 396.9999 TEAMOENGINEIRiNGExPREss.COM FNGINEERINGEYRRESS COM .XI IzvA3L r •I,.r .0 r9 fYf 1, [fJCN2 aT C1-0 m. uA:I a• c: •a i 2 i J _ i X 2 0.13" >L •. " aF u FH 1 r_ n N FNLafl '•'"' 1e iLa1Ni OOft MOUNT ' '� }N' N xLnon ' yin ' N r LYE s Y T .(" A IIV11'_ IwY 4 n•Invrn •x-aH olrc le-. J x.t ,lrnv�wTE• '..•e..••urva J...0 rx)."11 ��rtr-r,u,e wl_,u_ rr•T+o A� sir F N - VI xl IA. I x I •.law. 'r Tlr h' �1mi,SECtta ' (w E.T'LA.M C' T ',b u.•9'1-.: -'t�r.,A t�nnT r I11: lu, • Ixxr - T •, AMnCa,.6 UC I CP'W=3 a1 N'i': n4AlLO!•.•1/n'AN.F vFr.If Newt Mlti" '•f H'1,,VTnrh1 ,'. .'y-')t%.M N_v K :TAT IY, i y,•,•Tt:A,T1f ki I: I.,wV... F.. MNINI b 111 pill l�nronwl. I P� NN I hi �C u�&EE7E �niCP` �r xr.naf r r N.vc at NUIDc s 20-31543 () (D r- U) U 70 INSTALLATION DETAJLS-FOR SERIES 2000 E-Z HANG STORM PANEL 113 � Q 0 1, INTO POUR) ��ONCRETE._�QNCfl TE�@�O�K._.AN�WOOD SjJ�UCT4�RES (a -0 CL N _ C Q=�IG0ouZ3 CON D, o CRr E e1ocN TAPCON U aN REQUIRED. � _ CMGP O 12. 0 C. I/4.6 FLACON / ; I 1l ax_t• klFx 1(AO IFN f _ II4rE• IIEE r1EAn Tp/ O CUP r~. I, L^, W ANCHOR • 12' OC ..- ._-._.SCREW fa a/4' FROM 1. t'r I �$t�Ct1r O,j/a• FROM 0 w O � � O WISE OF EV y i{•]1 EDQF a iV � _ � �� ✓ C fO U N ClJ 0 ,. l N.�• ,. in <a c� ... 0n, 0 1 f 1.-. In -C7 LV s W L- 1 ....I t/.'.-w„I` : RI�I 1 N y (a vJ `^ Q N V J $ CCS 1/4"YN•1' tl 1 SR IIIXI! W,(Vj '. d -�' A.e eIN.IY • N I ` S a t aG'lF % - f 1 �� /II d Q 1v /•� 1u or 7'Yu. 1 I/2• O1MFIn n L I/7• .� E C 1l _- VJ pq_pCLASS, I R iI 1 -'B ro ' , CD A1111 RNL1N POP g to GLASS. i l/7'�1 UUMV" POP 3 LO aA oA IT MAX 1 .+r-2o.1• _ L .. _L 1 � I PANEL MAX LENGTH B' aw Y 1 r PANEL LENGTH i '- 4R4>� _ _ 3- y a-90'AMtWr'1 I (� it I• MIR, 1 \l/J4Y-MF2" O j M IXJtSS j V' p - TO Ilat _ 1 /4'0- 0.2' WX G.0 C.) p PI/2 OF V 6O7MUMBISCR[W R P. 7 <`F TAPCON ANCHOR cc 1/4'A TAPCCN FO2"Y4• WOOD Ma;11DP, • 12• D COR K RPLATE AJIRI'D RlaJmm WALL MOUNTING WALL MOUNTING SECTION EZ 1 ALTLRN TIYE EZ 1 W SCAIE 3/8e1• SCALE 3/8-1• ilORIDA BUILDING CODE Non High Velocity Hu loans Zone)! 1K MIN. PANEE LENGTH = 0,41 F°)" •.rK°_ "'L 24 GAGE GALVANIZED STEEL STURM PANEL r.. MAX. A.S.D. DESIGN $MALE I E 2'-6' * * t >•' OwN a• _ AND 6'-0' MAX :-y�nJ3•'A. : .FLORID . _ 2sd i�Nlfl T-fir liGLOBAL PROTECTION N): PRODUCTS. C.SA_-amONWOOD of/n/TCoro nsw. rl. Sl1ts 1 2, W/ SPECIFIC 4, S� .. .... (Q�1 d ,rvw, ,NCI nI � ��ax m.i woM rvY<Aa-Tv♦s r,,s ne.rnel-fret 2�0-M 1�75� r111N41RNR At,;'1lONraMI::nIT • CA-I10041t9 w 4% A PUT w, PC � NNn la Tr NMj ALL AMERICAN SHUTTERS AND GLASS \` 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PFRP. %, PANE, SPAN) FC&' MIOUNT (CONN- 7yp, TYPE AS REQ'D) SECTI13N5 OLTIJ STITCH DOLTSS WITH WASM[RED wINGNUiS FASTENED WERWPS 0 MIDSPAN (USE APPROPRIATE SPAN THOLE) ry < s Liv ,z O PLAN VIEW w�4p RO.I%" I T BOTTOM MOUNT \V CDNN YYFE AS RFQ'Di R0, 9 ' MAY Be AT 7 _r,..' 0.375• a,OT BH OM t [�f TYPICAL vER ICAL MOUNT ELEVATION 1 N T = ELEVATI�IN 1'OP MOUN T Lmak (CONN EQ'D) TYPE (SPAN ABOVE RTRUCT7c'M) BOTTOM WNT t�I grrN11 (CORN TY HE 3 G AS PEQ'DI OBSTRUCTION (LOCATION (LOCATI(XI MAY LIARYI W 7L P Z TOP RAOIINT PY (L'ONN TYPE ASP 'D EO ) L BOTOM MOUNT (WFEv LrrlaX TYPE AS PECIV) (SPAN DELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED. OPTIONAL )r"-10 STITCH PROVIDED THAT CON14ECr[OM9 AND BOLTS WITH WASHSREO ANCHORS ARE USED WHIG1 SATISFY WINGNUTS FASTENED O SPANS ABOVE a NELOW' OBSTRUCTION: DURIILAPS O MID5FAN (USE 4PPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N I :: rl.wr-noLl ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 4 A G UCiE PANELS MINIMUM 510RM PANIC )Ii-ARA,KIN I RIN.1 GLASS' 11 IQ n ZONt ( v .win 6 ISUNTIAl FAOII d test AAA% M 1MU I _.. ... .. OENCR AIIOWAYE 1 NSTAl1ASUviri5S I lA NS LLA.T101454TCJ1AO( PI{FS9VRE SPA lm4n N I 1 T 1 IN W' ABOVE TAD. AN M" ANOVC CMO fMAN F Pus 1 I �. '3D i2oDNl -_ �6.MM AM t6,n I 4D a0M 1 Ie 'N aD6 -d.IN u1 t Ibm IG In 1 As 1mAln 4. 5D / 150.VM 601 M • 161 n / SS 1 06dM d,A•n 3 I 1 5 n _ so +45 2 N 59 a1N MY 609 MY 6.1 :S1'AIV ,L 111tUULt NU I tJ: I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD $ PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWA811 STORM PANEL SPAN. SCIIFDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS UM THAN OR EQUAL TO 'Al N HCN. INE L FASTENERS- LOADS. 'PAN f R - ARE IN 2 'PANEL AIDTH S E STUDS USED N WITH P MOUNTING EXTRUSIONS CONK C k, S ALL MDU NG VSIONS ("F TRKx, STUDDED ANGLE. ETC.). USE 6.2S' O C. PANEL FASTENER SPACING TAKE VALUES FOR "- AND •HEADERS INCLUDING LD T ALL N N ll 1BUILD OU CONDITIONS 3. LINEAR INTERPOLATION IJ BETWEEN LOADS 15 ..ACCEPTABLE, OTHERWISE USE NEXT NTONER WAD. _. GLASS SEPARATION NOTES: 1 ENTER SPAN SC14EDULE WITH POSITIVE DESIGN LOAD 70 DETERMINE MIIJIMUM DULL 1 RE SEPARATION FROM THE OPENING OBE ONLY TEO 2 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY I FITERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD T LAi T THE HVHZ AN T NT. 3. rC7R INS PL IONS OUTSIDE OF Z D OUTSIDE OF ESSE ILL FACILITIES IN ASTM WIND ZONES 1 THROUGH 7, THE. GLASS SEPARATION SCHEDULE IS NOT AEQLIIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS A IRlD. 9:r 0[{L ITMI P77 " MAXIMUM AI_I.OWABI.E ';e `', L"y°N _ DF';7GN PRFSSLIRES: '•3,t rot>a-o•rr' As NOTED IN DESIGN DESIGN NOTES: SCHEDULES o e POSITIVE AND NEGATIVE DESIGN NLF_SSURE5 CALCULATED FOR USE WITH THIS SYSTEM SMALL Of DV RMINED PER 9EPARATE ENG INk-ERING IN ACCORDANCE WITH THE t GO ERNING CODEE PREGGURE REpUIREMEry{5 AS f>F RAINED [N ACCORDANCE WITH ASCE 7 AND CHAPTER N t609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN wHu u W Oil EQUAL TO THE POSITIVE OR NEGATIVE DESIGN '-> MM a 0 PRESSURE CAPACITT VALUES LISTED HEREIN FORANY ASSEMBLY AS SHOWN 1 m E d n O GENERAL NOTES: ^ M a r; I. THIS 5PECIFCATION HALL BEEN DESIGNED AND SHALL BE FABRICATED IN In w FI r, 'i% ACCO CE wInI THEA uREMENT4OF THE FLglIDA6UtLD1MG COPE SFVSIR91 fD1T]OM FOR1LIgE PFR 'a / 'C W c2020) INSIDE AND OUTSIDE OF THE NVN2 TAB COL 202 AND TEST TOR SHALL MAY : O AND CONFORMTO ALL IA BE BUILDING LOOS ANRVIll ENTO WHICH MAY ALL BUILDING CODEAME WHICH ADDIT DESIGN BEYOND AS MAY REQUIRE (A SPERIA ING. ENGINEERING. 2 4033- /3%ICSEALED ENGINEERING. 2 NO 311JI Ss INCREASE IN PLL01'JA6LE 67PE55 NA5 BEEN USED IN INE SYSTEM. !I. H OF E NICHI EC T FAI C H 9F RECORD FOR THE P SHALL 3. THE AKTUR EWFrH WHICH WHICHTHIS SHALLECGNWHCH 5UPEAFOR _ INTEGRITY OP NG;URt5USED FOP THE INTEGR3T5' OF ALL SUPPORTING TO THIS OBldl WHICH ' NG COE: EMALL BE COORDINATED BY THE PEANETTING CONTM(TOR, r. SEPARATE EALEO CNLON eC ReR MIRED IN Z K ORDER To l? FROM DMATE FROM LOAD SPANS HTAII1CO LOAD , OR SPANS BD,, OMLALTERN Q : C I! HERE. IN. CONTACT THIS ENGI,NaEER FO0.4LTERN46TE SPAN rXC11UTlOfl5 A6 (n N u MAY EE A UIREO. NOT OVIDE R k' INFORMATION MR A SPrCIFTC SITE. TOR 6 7C CONDftONS DOFCPtNT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED EfIG[NOER OR REGISTERED ARCM i7pt HA"J AWARE Te SPECIFIC DOeUMs Nr6 FOR USE IN O pr COMIV NLTION WITH THIS DOCUMCNT 6. DESIGN PRES5UAES NOTED HEREIN ARE EASED ON MAXIMUM TESTED BY A SAFETYCTOEA. YSA TRESSpUIyR pS D}IIVID���rEpD TO BC OgAO[ E L1NLlyS N07E0 LA $ Sr✓ OTHEA.INS9F, FASTENERS SMALL BE CADMTo .09 [D I)11 ryTMERWaiE CORROSION -RESISTANT MATERIAL ANDSHALL COMPLY WITH "S PFCIiTCATIOFS BECTIoN x.l BV THE ALUMINUM Ae5oQATtON, mom STIIUCTUAW INC, a ANY APPLICABLE FEDERAL. STATE, AND/rA LOCAL CODES. M PA ens SX L tie 1 steel. O E ALL N A L aw (• 014" g Lu tl F Y IN P e. STOR 1 PANELS SHALL CONFORM TO ASTNA6sx STRaCTUML VALI R 6TRL. G60 GHLVA 112t0 COATING WITH A M]NIMV P -4 .1 LLl IG� 30. ALL AWMINIUIM EXTKUSIQNSSKALL6E 6063.16AWMINUM ALLOY. G UNLESS NOTED OTHFRWISE. Q I r- TOP S BOTTOM DETAILS SHOWN MAY BE "TERC HANGED AS FIELD CONDITIONS DECTATL PANELS MAYBE MOUNTED VERTICALLY OR HORIZONTALLY AS APPUCAa1.E. 12, CONCRETE ANC OR5 NOTED HEREIN 5HALL 6E EMBEDDEDTCl ALL CONCRETE ANt]N PEq 1gN-CRACKEDCONCRETE <OMMNDATIOi 13. THE CONTACTOR IS TD INSULATE OR FRO 3. TH[CONT'SRECOMMENDATION9 PROTECT ALL MEMBERS FROM out It MATERIALS E ELECTROLYSIS !Nl' III, 10 VALIDATES a N T T 46 1 ENGINEER SEAL AFFIXED HERE O VALfDA ES BTRUCTURAI DB[La4 LAFFIXED HERE BTRUC.TUA.M. DES AS 5 USE ION BY CONTRACTOR,opALL.COST AL SHOWN ONLYINDEMNITIES E hARML 5IMS ALLMASTEIAI4AU[e INCLUDIFICS6SAVESHARMLELLTE FES RESULTING FROM iNCWD NG E FABRICATION, SYSTEM ErUrT OP, & C NS RUCTIOR P COKESMATERIAL 4TSON, SD ERECTION, 6 N04 PRACTICES 6EVOIID DRAT .Ili ITE. & FVR10N FOR 9Y Lq[A4 STRTe, A F[D[APL pOU[54 FROM WHICH MR WHICH L La tt rl tlrA F r. O SOFT ON/Ir47fON� O T145 PlA 1 VPROVIDED NO ADDITIONAL 1 a. eICEPT AS EXPRESSLY = Y ;Fi N5AINYTN CERTIFICATIONS OP ARNRNATIONS ARE INTERDEO. Qa yy C 5yi, 1e, ACT* ATIONS, ADDrnous OR anfl9/ MARKINGS TO THIS DOCUMENT AIM NOT PERMITTED AND VIVALI00,'11 IH15 CERTIFICATION S CSF] IEk EVERY ] O FEELT 6 ONTATN,NG THE cOLL AVING INFORENIMUM MATIONCiF (l) LABEL 3RIbA PIWOUCT APPROVAL NUMBER c[vreUrrr HVAe NNwuasl 20-31s43 VISIT C�ALC.I OIS7643 + IAeeeo _.RIP7Id1, Y,;A9=1r•: fl: D=llnTi:'! • lfa Mai ■ ROrtAYAiNwW rl.Ana. rePNRa ally_ IYOle ^__-_ __ T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT g a L e" YItHA -ll' HAAarI r V 2Y 2r 2r 2r : r O' : ,• 2 ) `6" a N.IIN J V'H 0- 7 a' Zr 7 r 2S 2r z r v 1r 7r e 1 a 51 r 2Y 7Y' 1r )0" ) r n' a 30' Ir - - uekw 1.•a wod -�i -F' I r J 4" 2 r AB' ST aD• lO' Dr act slw rvv. Y zr 7 iz Ir 3 27- 55 11 2c• 31r II" 29' 2 29" II' 31• M,1ww 24• Llr 2 1E Xr dr 57 2r M' 2 r 4r 3V Sr ' Lein 0 •D R' 27' 2r 2r 7r N T 7r 75' 'P 7 r 7 r 3 r 3r _ SP te' 46' ,5 .. r 7P 53 1 1" 31" 1 -Jr 1 t• 1" rAfA 24r 2r 3r 6r R6' 1" Sr . . 70' r_rwrOir AIL nor uvN eotron" YT.Yni 1enuT �'^ �,�N ,�+ni a nmm la Ran we"M.Ir ,F sir kCln4M{ 1 »11+MAPAYIlH, YRLN SLru•L IA W.WIn[W PAMN wAPRL YfNlmlt4 tMF [ 11,wN'1wPT MPYD ,W ALSMC'rIW rbwlNnND iOMMNnnON AW)vt 1 Lee r1MWlR RC WAEb ,60. k4 I+LN1uT NOUNT41N FANS ANYY•2. WHYAP Mf.'/CLOSUR APE 1 R AV H W W M n a w usFD n WAf10UTNouanM:roNnl DNSALOUIroSe.Munt1N GHSLAY-Nwn+lawnfML•F T4NI AP 1;ft 110 1H1 WII nAwr rltLN , { x TN Winr FAN, w sw i N r Ha, s I 6UlT`+I AND 4+1 r4YY1 s, BD YA4,FW4S I l l 5' OR A 2f' a E PANE'I MAv IN, M' 41w. AU6RA, pN Lt wtm 6rT10Nu HIMae0'rflli CIDMIPFs RRA Gr14'Nf: Fw P FAIL r. uN 'ANY' . SNOWS IN T,YEee lNL4yWp(F. , H e 1: Mb NOIYR,NF x+rom➢N N L,� PTIONAL INTERIOR FASTENING DETAIL _ IS ADIACENT PAPELL v., e[IINAROn. v0, 'D N O W� a n J W itt N FVI it a tO�o- �W L�w O to NW O Z QPg. In d • dd In Ln M d t; Off Q, g`a S N to N l• ruCN1n1 u,AEw sTl+u w/ i B EF R N r 1 t nTrr1EC IlbTrd f. T5 n . b iARu5LONmK•MCk", ➢NI Laid AFRO �1F i�r M,l r2N rN,VN, y C 4� ,k,TaN nn A4 i [ tLS1 wf0'D ermen e� ti gg g iIr r 1 Si r ANLfIDAE a, ,}Y•n,rllrlPl,r'NIM!:' IeIEVRF - - SPACING OF -V "t YUIN QK»r»A,P„r= 4MOAa lnMt, tin: 20-31543 YA V. I,r rRYN,»r. .ixa A[4ueN• •,, FfiNL^3 PAN[, Anftnw OPTIONAL EGRESS PANEL DETAIL LM INTERIOR FASTENING 2.240' dOy4' Q 990' 2 250• ,�„ .L 0 060" YY au x1uW t �0094• Q t),7so" 0. ttUU11 ' i . .625. U:U94" in W.125• 0.094�' i _.1 '° N 4 !r D�Lts" u IO GA -g$ p T ol`en L ffi CI )794' 8 09<'• w TYR TIP I 3 I1U- 1930" 1930" ml `WW2. -v"T Oo5z^ Obi 3�� �l rO I. �N EI`• SIs -o.n62 2.000 1..35 :07d" 2.000" 9 06zz" 250" -I 2AU0" -•I 2.000' �- TYP 6i = '•� 2.02U" Lai, 121" 1�IST ON" NCWIA T'LJ' HARDEN �IJPJIo-oUr V' HARDER (�.�L9 FLY_ 627PAN CLdaURE RI <O V- C7 tiDk i _ I '"j 3,30.3 MA%. y7 0.376" �1�7.C]I]"1 -{ H- U, �1 .. 666 Ltd 1.§112.500" PANELCOVERAGE1-----1SIT �r 0•t79' ('1'"'0.19� �-I Ir055" •Lyp_-'IF�(" s O.BB6' 0.290" ul W FpS qr., �1lp�.iAL O�SS 0ISO, ].W7' '(�n" c i( 14.673'iRANCLIlN '4 III �c V'i a i°�T oR �0.515 0.5 a.ISt'" �2., 050" ' $O OIRFa 0.090N.FF Soar TIP yyp. 1: (!LO" R0.33S '3� In yY 1RR.D-ouT r TRA/x o-v4-4 621. �� �N _ ass7• ll T e 1 W _]'..1•- u, u ( It 19D-_,1 f�f d 655' x �sr , Z UK - OfRfCTIDM a Y MAY Yk Y 1 1 o.l2s W 1�- D U1 ..•!•..ri L L I A � y ai e.EM1FFD 2 rN?4 �=•Y��Y14 _ 1�pALNt Ex1ENIND, r yy � s SAoO" evwnlol3'•vSc arrArD' = S a > L I , YII In r, OVERLAP Miff[') V MAX. H� 4" MAX, (1GQIAiIER ODSIIRP MTNL 1 iO'K•;. F°"'.'N'L - TI♦} kaN.IYT. MT 1bY" Y-X�I�w RI(nY CY R� 1 Ci W O MAX B1 -OUT ILO o: +1YN:H �AHvn •r.uc w •'+ I `I r Y Nil P 7GTANCE 'R w 0 al.. •. v n.NRl+n 4.0. 00' EDGED3.BID'w wlFrr M1U1 NRNtc .'A(NFf'iri-tiN Ta N' I N MI yy! c Tr r� 1 IT=f •. LN a V' V.l. I `I A411n >Y ll B "• t 1.500' t V aYL. r' yL p 1 ' E PH: NAYrGf n, a NiAX MIN o•r. a:caul,:L,:;r 3� Its'»w•I• lial OOY Tl A TJ y t tw n I f ''•'u 2104RNIR� _FARAD '.'r•J"•':N<N)•• $ � �' /\TMF NOI/Nt CNSVPF OEIAR VurE ��pi a�i72ad ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL, PANEL FA5TENE NS O 12 5' O C 2.5" ROE DISTANCE 1. }y _ MAY omew ANCHOR ►YtiaYY[ UP '0' U P TO Y AN Ul 1V 10'11 isRR Y TT►t Y t CON TYI N 1Y OON ►R iP '• 3TP1 (PartCl <: C3 C 4 c 4 f L2 C3 c < 3 t n r.4 lr 1 w DI DCl .. of / 12.5' 36.0' 1 ' a."' 9.9 12 .5' 0' 1b 10.2 0. a 12:5' IS� .]' 0 9 6. 3 DENAIT V TM[011 ull 16.0" 1 L g 60" 12.5' ten a 2" 6.3' 12, S' 16.0' t 1' 5.3" 1Ls' '1 is D1 4• 11 L 16D• ILA" e4" 11.s t " al" eD , 34" Sz T Ie.a• 9.a" a3' 11.9" .°' 1 1d 6 4" 2. ' >. 1 s IGO' a1" 7.4' 12.5' 16.01' 6.1 SA' 1 2. ! 1 5 0' a SA" 12.5 Ili 0' BI" 5.4' NNI II Ifs' / ]] 12 a' 16.0'16 a'fe a'li.E' 1.e 36.0 110' 13 f' •0"134 1" 10 DCYl LT UI O A TMC N 4 1 My e: L.'_aa l 4e 1 S " 6. 3 4' 1 2 ' l2 5' 10 O' 14Y IS Si ] fO.O 11.0 [. S' 12. Ie.O" ri 9" 9 ] 42 2, 1 S 1 t a J7e' 1 0 x 2 i S 14.0' "Al ➢.S 12 E Is 0' 1 " ➢S' 12E180" 11De.i" 14S' 3f 0"11.9" PIt e' AGO, ]l.e eE 72 t 1 ALL /Gums lio'in sET IN.v -Yr- . iwI 4x 1 3 ]" le.a' fe.d' lea 12.5 Se ° • 30. T' 11.4" Iz 3' 4 IaD 1 n f t ]x.Y' 1e,a' Lao" 1a.e S:a' 1a:o • 12.a° o e" I2 5� IE.o" Il.a' ]o.i 11:5" 1.0"]56' 6 13.3' 129'1tl D "12.3 1 E 12E a IS O"125'•t0 a " 4B N.isIWF SS 12.5' 1d0" f4.4" 13 3 12 S mo., ILS" f06" 12.S IS0" 23•1 10 d" T M1'�r 13 12. $" ] 0 ]LR• 6 306 125 . 1Hn" ]L9 I1 -' l b IZ .G Its: P"J2."10 b' Id T ' YY• .Non, ] 173" 18. 16.0' ]e D 12 S' 16 ,6 n' 0 125 Ie0 1 0 ll e" IIrNMII ,1 MA 41 49 12.5" en• 1 J60" 10.a' 1 zs "L 1R.0 S.7 114 12 5' 18, G" 19.8' i .T^ li!L to a'SR o' ..V 1;3"t0 h"15.3' it 2•' It Y' 1S-D"13.7'112" X 32 12,5' 16A']60' 13 u' 125' 160' 1S.S" 1L2" 12. 9 °0"1 -1 1 . 3.5 1. 2" 7} 6.a• s s^ a Y' o' " .s' u. • s^ r' 2.5" FDGfi D ANCE )/1w rY-LK catim 3A a25' IU,3' rMll, :AN nM 11 a291 al" 46 6.25" 73' 32 a19' as• 71 rrWAl1 FA I, I lit 11 S' i3.7" 2.1" SEr3l• '14°' a T S2 6.2 Sir Y' � lu'r I Ina• rNNh n la, S' C :"-7lY!" z rtW a.3 rAAC01, 41 12.5' is.we a0" 4X• a.1 ' 40.e" 4.0' 62S" 10 7' 4 1 10" I2.a' 13.3' 3.1" 3A• a. ZT, to, i' Al' 4a' 61S' 10 T" 4f 4.D" 8 ae }, F!-,....�► 52 4. 5' 4.6. 625 1u7 n,l' 101" - 40- 6.21 10:' 41 4.0" 1. 5 4.7' 1 .7' 35 6 7 4.L 4 0' 1° 7' 4,1• q-�1 72 g 1l•I" I / M rHHHII" 3x 12.Y 41" lit Cr'a'14 ]' ]13'12.5'160 9t T 121' tog, 8T' 4 It 1 i4.01, n" ALL IOINf9SOnuGn 4a 12.5' 180"1lr e1' 111L 16.0' .0' 6.9 12.5' 12.5 8:0' 1).' 140' 7) 1 V./" D B 6.1 f2.5" 0" 7.7" 16 62" 4 6 y T 3L 125 1d.0" &9' /2 123' 1 .0 77 16.2' 12.5' 160 77 62" 12,5 lea' 7.1" el L2.1 far I.P.z' It. R' 1e. 0' T.7' 6.2" U•I`. 1 ill• 1.- 13 12.7' 18,0"-0.4' S 9 e 2, 11.3" 4.4" 4.1• a23" 10.31L4 0' 3J" 12,1" 13,1" 5.2- 1.B' b.25' .e 7 3,11" 1. - 9.2" 36" 2S 3.3" Nkw.ul .wx., NAir 41 ae s1 6 S' 1.S' a.4" 4.1' 6.25" A2" J. 12' a23" 9.2" i ],]" 2 1 A•• a.l' 3.9"� e.xs• e.2•• 2.s• a .' ss•• ass• 1 As I. 2 13'• Ss" 3. z" a x" s s• 1]• J F MM 0[YAON ► se6 [ Typo ►[ 11'"I w -1ru 'Nr 581a.72l5 COYN TIT[ a [� c3 c4 1 cz cl c4 c CONK TT►[ CL U u u r . r EMeFD 33 U 46 H--� 51 72 125' 16Cr1d0' aa. I2 B" is.0' ISO' 8.1` 12 S' 1do'1ae' e0, 12.5' 34.01 ISO- 7.5- I15' 16A 14.7" 6.u' 12.5' 36.0- 14J' 6.0" 72 S t tS. 4,1, a 7 0 ISa 4.7' 1 6 12 D" T e 12 16A 6. 1 0 I 7" 6.0 4.7' O' l 8. 127 12 .T' li O I<.Y' 6 °' 6O'14 T' O.D" 1. p `� .11, L or CMUC, 11 WOOD&CREW 41 48 f2 72 U4' n 1-3/W Ell O,O 73 TAP CIUF'rfa6- 41 �L 40 32 It L2.S 16.0 1$0" 101" 1 .S' 160"L21' TO' 12 S' 16.0" 30 [' 6.2 2.' US,5 40 s' 3. 14 1" " a 12.E i 60 97" ie' 12.5• 16.0" W7" SA" i S 17 S' 1},5' 12.5 /2.7 dA l " 1tl 0' ill 16.0 96 260 18.0" is 01' 133' a" 12 Y0 s ' SU 9,6" .9" 6. " l60 S60 9,6 $,6 4e' ee" 96" 56" z It T, 12.5^ 4 d' 6 10.0• ea" se" 16.0' a.6' 1,6" 31.3 12 s' 160 150' II S' 0,2' 2.5 IzsS ". 11 16.D" 20 1 la0" 9.Z'. = 16.0" Itd 12.5 160' 9. L" 9.1" 12.5" 125' 15,11- 11'• I IT 9.1 , 18.n' D-J y.•., It.5' 12.5' IS.O'lob, 14.019.1• 12.5 12.5 le0" M`a, 14•Y'P ENeED 13 .r An 0116411119- 41 W00O euskill[ 48 gUrMW 52 4� r2 lz. S' 15.a 6. 6 a .x: r Ss 3 .e• sit •' IZ.r S6.a' T it' 5.1. 125 11.5" " 111..' 4A ` US 1SA 59 5.0'a29' 117 12.3" 47" 4,0' 13 S' 11.1 :S' 4.7" 625' 1z]' 4T 40' 615' fi IS 41" ♦p" D2r• 1}.a• 4.f^ 40• ANCHOR NOTES: I ANCH3A SCHEDULE APPLIES TO ALL PRODUCTS CBSTIFI O HERHERZ IN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND FREMLIRES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE. SEI-EC1 DESIGN LOAD GREATER THAN OR EOUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREAT EliIMANOR FOUAL TO SHUTTER SPAN.SELEO CONNECTION TYRE BASED ON APPROPRIATE MONTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2FOR FNTIfICA iION CF' NN 1 ID W ECl ON TYPEI• 3 "DafEL FASTENERS" 4RE STUDS USED i NW UNR10N PATH ALL MOUNTTNG USI N EXTR ES F 'F'-TgAIX STUDDED LE ETC E5.3 C FAN FASTENER PAI N TABLE VALUES FOR ( 0.PIG LGS 5 O EL INS) NE S ] G BLE V 1 ALL `FI`• AND "U'-HEADERS (INCLUDING BUILGOUT FONDniI]NS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATION£. 5, HOLLOW BLOCK HOST STRUCTLIRE SHALL CONFORM TO ASTMC90 BO,: 6MWMUM EMBEDMENT SHALL 0E AS NOTED IN A fls)0. SCHE DIE: N D 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, NUt3a, AND OTHER WAIL N 14 WALL hl 7 R Fl IS 5 l PINT$ ES SMALL BE LIRA 1E0 TO l 4" MAY O SMALL Ile eR1F7ED BY OTHERS TO / V ADEQUATELY TRANSFER LOADS f0 HOST STRUCTURE 8. CONCRETE ANOHOPS NOT ED HEREIN SHALL BE EMBEDDED rU UN CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE LS WOOD FRAMING EXIST] FI G CONDITIONS MAY VARY. FIELD VFNLYTi4T FAST RARE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTEN ING PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 10 WHERE /WCN0R5 FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 511A1L DE LOCATED IN CENTER OF NOMINAL 1" %4' (Nei IWOOD STUD I. EDGE DISTANCE IS ACCEPTABLE FOP. FRAMING). WOODSiVD SMALL BE'SOUTHERN P[NE"G-0.55 ORGREATFA DENSITY LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX Fill 11. MOVABLE A ARE DEW PAN lMA A - RE NCFIOfiS ALi F TE LL POINTS SOUD-SET a BrtHrw'S BLUSH l2 MA f _CLINE Y_REW55NALL HAVE 1/2' MINIMUM ENGAGEMENT Of THREADS INTO THE BASE ANr34OR AND MAY HAVE ETTPEP A PAN HEAD TRUSS HEAD OR WAFER HEAD (SIDEWALK BOLT) U NO 13. MINIMUM EMBEDMENT AND EDGE OISTI NCE EXCLUDEISSTUCCO OROTHERWALL FINISHES. 14 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5 DIRECT MOUNTING CONDITIONS 16 LINEAR INTERPOLATION IS NOT PmmrrrED FC41 USE WITH THE ANCHOR SCHEDULES I15TE'D ON THIS SHEET 1543 ..FJ CZ 0 L CL 1 �J U CZ 0 L- U /^ V i W S z z Q J SHEET NO. SH 1.5