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HomeMy WebLinkAbout6314 Bar S Bar Trl0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV orAbv. Above FUR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or N.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewalf SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES 2074 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 PLANt 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 I HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N `- M 00 8— Q �a A " Q -.- M P , n>' E, O s ' C IU CU LIJ 02271 RCAll _• U ' �0.� OWN '•ass• �1 ...sss01 Ore 33 10 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. CD W E n Q N p C: # LJL. t✓ 7 - W r/l # LL W M cnrrT-- LL W a a CL CC",v ' ,n � LL �a Lu o V Co C' 3�0` N CO LL O J Z �a0 Z E' ILCO No N C)O U U W M r z � a z W a z o � — a ti M V I N z 0J (D 1 LL 1 ' Cn � U �j C W o N c U W J r— — E ° 8 C ci M zlo Q N I� co �W M o Z g Q E _ca ® I— M _- O E XU 0. ~O SOU o d Z N ao G wz L ra U>` O z oYzZ h m� o Z n �� Q W zZ F W O �CL QZQ ZQ Q U W U � ¢2 �� x'W a O O ul �� � O a = iz i d- -J rn m �b' N /'1 T d- Q Y r U) U �f ♦� m a-J O 04 CN Ln N Q 04 04 r ai m w N r y CV o z z Cq � iU Ecc n 4i U Q p JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. S KITCHEN MIRROR \ \ o o ib C) 0 O. BATH VARIES, 2" LESS THAN CABINETS BELOW yI MIRROR I I VARIES KITCHEN b 0 M INTERIOR DETAILS SCALE: 1/4" = V-0" BATHROOM 2 0 CV NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TUB OR SHWR, MEDICINE 4 co I SHWR. _ VALVES v CABINET TOILET PAPER 4 ° SOP DIS I HOLDER q q - n 0z az o CO N 7 M O M N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD 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 BRACKET 36 H BASE FINISHED CABINETS 0 COUNTER TOP 30" H BASE 4 CABINETS - Co � LL loCL 0 2x y n a0 FRAMING 1/2" GYP ? BOARD - FIN. FLR. x r- SHELVING CV M N N FIN. FLR._ ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ +54" A. F.F. PLUMBING LINE -� TO SECOND FLOOR DRYER VTE --� HANSON BOX @--- 36" A.F.F. EXTERIOR WALL-__� W/ 2x4 WALL Z w PAD OUT a UJ Q U U OP u1 Eo = > w M HB AC PAD 1 O �J NOOK -8'-8i1 FLAT CLG. TILE :F3 Ell LANAI 8'-0" FLAT CLG. AFF 12'-4" FAMILY 8'-8" FLAT CLG. CARPET 8'-8" FLAT CLG. V-0" TILE - - _- --- --- FLOOR G.T_-------- REF. - 5'-74' (3)2x4#2SPF DINING w/ (3) 16dNAILS @ BASE8'-8" DG!GSTUDS FLAT CLG. CARPET 00 3'-3 „ 42" H 1/2 WALL OR RAILING PER SPECS -J- -- -_---FLOOR G.T.------- c7 (3) 2x4 #2 SPF U 100 O iv STUDS w/ (3) 16d IJ U_ c_"' NAILS @ BASE 1 - 4068 ARCH PW D R GG I D. S3 �L4'$ �� 2� 8'-8" FLAT CLG. TILE - - 1 - �I W LAU N - Q PE NK \T 8'-8" FLAT CLG. C/0), TILE S4 I I I I I I I I I I I I I I I I I I I SW H1 T-24' 4 0, 6,-71 " W.H. 17-10" 0 BUILDER TO 35 EDGE OF SLAB 2" PROVIDE APPLIANCE D1 BEYOND WALL PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS J TO BE FLUSH. FIELD ----- 8'-8"CLG. A.F.F. -G.T• VERIFY------ , ----------8'-0" CLG. A.F.F. - - - - - - - - - - - - - - - Cr W W - LU Z �F----54'�rc�f"I �_ ° m�_=__ATTIC GARAGE i tx v i.- L -- -- EIS J ---- T-0" CLG. A.F.F. >O oo TYP. @ SINGLE STORY A (SEE AA/S3 FOR S3 STEM OPT.) r- - - - - - - - - - - - - - - - - --- I I I --------------I I I I I I I j K I I I I I S4 TYP @ I GARAGE I I \ I 16070 OVERHEAD DOOR (3) 2x4 #2 SPF STUDS w/ HTT16 Q AT BASE FOYER 8'-8" FLAT CLG. TILE 6'-4" v c,,�,� _ �1_ UTT 00 IM I I I I � I JENTRY 1 '-0" FLAT CLG. AFF 1'4"XV-4" "L" SHAPE CMU COLUMN T u ro----�� L TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL - - - - - - r 1'4"XV-4" "L" SHAPE CMU 4'-4" 1'-4" COLUMN o0 O LO HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 \D +28.3 / -37.0 \E +26.6 / -29.1 \F +26.6 / -33.5 \G\ SEE SN SHEET \H SEE SIN SHEET 1 40 MPH*0 I E 0 0 NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 1 X 25 S.H. 13 20 X 38 4 181 X 37 3 S.H. 14 20 X 50 5 18 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20X72 18 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 1 H3 27 114 X 38 $ 26 x 37 S.H. 1 H4 271 X 50 8 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. iH6 274X72 26X711/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 34 X 38 e 361 X 37 3/4 S.H. 24 S.H. 25 37 3a X 63 36 X 62 1/2 S.H. 26 37 a X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 s 52 ' X 37 i S.H. 34 54 X 50 a 521 X 50 S.H. 35 54 X 63 52 1 X 62' S.H. 36 54 X 72 52 � X 71 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. • 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - A X' j C(S lL 00 k.D 'L. CL_ j W C�1 } "C CL -, M to 0'°, 0 oLu, >>a Row ' ..... SE o+ GO r L ., F . 701 t ! i 1119' � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N loo- FW- cD � oo M U N � Q co u°'i " (0 U) U)NN nw J t` h LLul (i co V d Y Q @0-,jCL Wa w J Z W Z ca v 3: 00 SS w o O lll 3•EN o O J Z oD a Mz Krn O IL N zOU UMuVi W 0nEi (D Z N O o 0 z ID z o \ J MIL 'I Wmdp N V, z U 0 I-� c4n LL Um+ O Lu N �N =D n ru I`__� w J r- - E - � 8 s U ) c s • �12 o M zz w z M JR. oo S < LL Q 0 E v w� <_ Z® °o t- ro x. Do E N a8 o woo a z -z �Lq fa < I oYoz o �z zr z C nm o,• >z �w N Q oz o 2 o_ WLLa z m w W N= <� _ ;,- o o co V o W zla o '_ o 3 0 41 M J 0 m a� L r (0 �' N :3 r d- Y T '' ) ^7 vm Cfl � ate-+ O o 0) N NLo Q CV T m ;i CV T rri CV o Z Z E N a E U Q 0 _ JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. 1.1 i Zz Al 42" KNEE WALL WITH. EE� 1x842" CAP & CASING OR 36" RAILING � CONT. HANDRAIL ;j 36" H. CONT. RETURN T O 3/4" PLYWOOD GRASPABLE DECKING RAILING 16 - - - 1 WALL DETAIL "� 1 - - - - B SCALE: NTS 12 PRE-ENG FLOOR TRUSS 10 1xTREAD (TYP.) 3/4" PLYWOOD 9 B1 6,-7„ DECKING 8 1 rmTv ! \ ix RISERS (TYP.) 2x4 THRUST 2x6 LANDING------. BLOCK 00 r\ 60 2x4 FRAMING - 6 1 `t (3) 2x12 5 42" KNEE WALL WITH ^ STRINGERS 1 1 1x8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD DZ H1 DECKING - TYP. @ 6 m 2 2x4 THRUST BLOCK 2x6 LANDING M CORNERS (2) 25-SH 1 2x4 FRAMING I EGRESS D2 TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE =10'-0 3/4" (16) RISERS AT 7 -9116" 10" TREADS wl 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 returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the 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 L 09_ MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS - CONNECT TC 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 3 D2 SIM. w/(1) MSTAM36 @ BASE 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE --------- G.T. 12'-10" OWNER'S BEDROOM 8'-0" FLAT CLG CARPET 4068 MJ B.F. ------------ R/SH 16'-1" 4-SH 1668 B.F. R/SH 140C REV 10.1.20 CAB REVISION NOTES 12117/2009: 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" * WHEN THE TOP OF WALL IS GREATER THAN 9'-011, THEN AT 50'PRODUCT LINE -MIN. 48" x 76" EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS 2'-4" @ 12" O.C. THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFERTO SHEATHING SCHEDULE FOR ATTACHMENTS- 0O 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 1/2 33 SH D2 EXTERIOR WALLS TEMP DD nSPE 0 CC303 5CLP - 0.BAf H 1 . ; 8'-01 FLAT C IG Nowl F-T ,., r 36" x 22" (_ ATTIC I C IQ ACCESS 8'_0" F T CLG �� N � CAR T 2468 ( p 0 rn co'A0 _ N BEDROOM 2 - - 8'-0" FLAT CLG �+ I CARPET Q0 LO O A.F.F. i6 1 42" H 1/2 WALL 1 OR RAILING PER SPECS 1 I o�JI TECH 00 CENTER I 1 T-3" 5'-8" N 0 _T 2668 5068 - B.F. LM --------------- RISH NA o S-7"0 3'-3" 15 14 13 12 11 1011 S-11" 9 8 I ----- c�IL �ro�rO H 0" FLAT CL 2868 LE TO A.F.F.' LT _ 7 6 (611 ------------------- T -CV No 4 -S CD ----w-- BEDROOM EDR OOM - 3 8'-0" FLAT CLG CARPETG.T. 11-2" 24' 11 6' G.T. 00 00 LL BEDROOM 4 8-0 FLAT CLG T") CARP - I O I o =I r �I �L m 1/2 33 SH I I 10G) 6 i I D2 25-SH 25-SH CRESS p2 22 EGRESS D2 D1 H1 O I - - - - - - - - - - - Z-11" 13'-6" 2-11" Z-10" 2' in' AI' 26-0" I I I I I I I I I I I I I I I I I I I I I I---------_... __.---------------------------I TEMP. GL. ENCL. ON 42" HIGH KNWL. 3 D2 SIM, w/ (1) MSTAM36 @ BASE CV N TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. 3 D2 SIM, w/ (1) MSTAM36 @ BASE SIM. W/ (1) MSTAM36 @ BASE 3 D2 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. 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/ 112" 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 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" ® +29.7 / -32.2 �B +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 0 +26.6 / -29.1 �F +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X388 181X374 S.H. 14 20X50$ 182X50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20X72 182X712 S.H. 11-12 271/4X26 26X252 S.H- 1H3 271/4X383 26x374 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37 4 X 26 36 Z X 25 112 S-H- 23 37 4 X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 $ 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 g 52 Z X 37 4 S.H. 34 54 X 50 8 52 2 X 50 S.H. 35 54 X 63 52 2 X 62' 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. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-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 - A SCALE: %4'=1'-0" ® (-q r- ca N Y sQ 1: CU LI) O `. O O C , > CL W`. �IVC14 cly y �C : • �� ��� r a _ UQ 014 o �LO�' ►lllllii � 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. fn LO F o E Q O M g N �# LL v m m m L O 0 vJ ti ° w a- Q aj M Ct 33 u rA t�i 3 a0. `�0L Z c mOr ° s W j -fi5 N 0 2 O J 05 cp eZ ¢ ¢ co ILo aK M Z ILW Q V N 5 J L) U Z ❑00 W cD co N co 0 8 z z o z � � o �N F W O o N U UJ - t" r U D �® Q Q 0NI m i-4 c w M z LJL E wo �� y� aR oi W tca3 3~ =° W Z- ;= C::, N az ¢o ¢o ° az ire .4::, L r0 1.0zZ mg U Z "m <w Z¢� Z. a w LL J U a �w W v <� �� <¢ �~ J o 00 t ;0 a O iz 3 �C:) >M J 0 dM TM c� L- r =3 r Cr Y r ^Q^ 1..� V) m 0 CD do C:) N rn N Q N T E C0 M T d 0 Z Z y E N 2 Ca C a Qj U Q p C -°tt JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. 1.2 E9 ib a FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 25 SH 12 25 SH — ---- ---- — — \�_ =� _ --- T.O_M=--- T.O.M. @ GAR. /ENTRY 3HDR. HGT_ b T.O.P.------------ HDR. I. FLR. T.O.M._ I. GAR. RY HDR. HGT.- FIN_FLR.--- SCORED STUCCO BANDS -- -- --- ----------A------------------ v E] El F-1 Ll 1=1 E] r�lEl E:1 El � r 16070 OVERHEAD DOOR — -- F151 0 -0 TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS 101 RD FRONT ELEVATION - A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = 1'-0" SCORED STUCCr' BAN DIE y 1'-6" 10 DECO SHUTTER SCALE: 3/4" = 1'-0" RIGHT ELEVATION - A SCALE: 1/4" = T-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Lxterlor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-112" 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 V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ® C r > tU`M� ,y CL - tB ;A O •p , C U = Cc � 'BIZ UJ ` ?� rs .• 1 0k w • C Q i O"'.SS1'O� I1111111 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. LO E �r QF• o m r` at N� O N� J O N i#� w �tnW �i N ch V SY� Co Li_ 11 n. S —ern Z =Cao o 130 w l% 7 .9 N. CO E' O J c�, w u) I ¢ ¢ a Z N N,� Z W to O LL < 0U � y Z O Z N o Z m N z o � v� J d N N M V) z Q) U f'C5 W o 'T�`• V OW o N N — U W J a t U U o N ¢ • r- o M W z�o U- V wz i Za as � O CL 8U K U ao C,O Z C:)ru N L z ¢z W W, X � a? fu C <S Zzz 'U W� m 0 ZZ Z _ a�i C 'm < ° aW Z Z o, aLT $ Z gZ W 0< �� dpZ a mw �G C CD6j W _ W 5 � Mill CO v Iw $� _ dF °3 J 11� rn m L_ (ID It r N :3 T U /1 LL o U)v, '^ w m (:7) (=) N Lo N Q N 1"— ui m � N N o z z C:_ E E a> a a U ,° Q p _ a) JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. 2.1 rtf]rnl,I non C'"IKU11 r IAIn-rAl 1 r'n AO nrn EXTERIOF PLASTER FRAME TEXTURES CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. _ HDR. HGT_ 2ND FIN. FLR. O.M.—___ FLR_---I-- 12 4' bFFRIDGE VE 5 12 �5 (2) 25 SH CJ / WEEP 35 SH REAR ELEVATION — A SCALE: 1/4" = V-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION — A SCALE: 1/4" = V-0" T.O.M. T.O.M. @ L/ ENTRY DR. HGT. =LR. I 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. txtenor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wail 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� N N CD®- L- W (n r} N Y U U, Q Y '. >� N 0 O ¢ ^Ca^ L IL O UJ *1-, 0� O• UC&I F' L . '�•,,i�A� c s S 1014 o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. of r, W E m^ CO,C CRI 3 N � gm C ao u wa v°�i ,n Q J� aU Z M_°'° v LfOo O~w W 7 sa M N (p a' O J ¢ o¢ a LLW0�6jO' Z CLOO N M Z W D 0 0 U Z O W ❑ ❑ ❑ Z N M o o z ca z o � -J — n M N z 0 o � 4—' cn LU U 0 W W J �— — E = L V U o Q N O ° o M �w Z o� CETE Q E zo oo Z <s Z® ❑a N 20 00 �U ZL O t0 �� az ow wZ N W O ¢o K W m0 �. C - .0 o ZLL W Z a�i < �w N v F ova Z Z 5Z W Q a m�wk CJ �zLL �o o w 'CD z4 0 U 3: 0 �C:) M J rn m 0 � co � r N Q Cro r I— �� O O 0) N Lo N Q N r W M T �; N Z z E Ncc E a U JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrica%quipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ❑0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ $TD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 19 ELECTRIC METER 111110"'71 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN �0 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP MAIN 0 200 amp 150 amp capper to lights & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 1.5" III VTR III 3" VTR I I I I I I I I dl3" VTR PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I _ — 111 M ;g1�111� :�LY�LY.7LY. • - A/C PAD DISC. WP GFI -- I LANAI NOOK 12 - V V ROUGH -IN FOR t OPT. CLG. FAN/ - \ LIGHT PRE -WIRE' 3'-4r, SWITCH \ G i I GFI DISPOSALOR FAMILY PENDANT ROUGH -IN FOR O�F I GFI \AS PER OPT. CLG. FAN/ GF I SPECS LIGHT PRE -WIRE ' DEDICATED I "' -2RECEPTACLE FOR I / MICROWAVE RANGE I OHOOD PER SPECS — I L I / I / --- �, GFI IV ITCHEN\ GF REF db CH s DINING PENDANT AS PER SPECS _= TO LIGHTS ANDSWITC EH ABO LAU LL GFI x�. 77-77 �; ill GFI 0 44' C A.F.F....,� .- ' LLI 0 Z < — ENTRY ��� '�• - GFI mi GF]��� ��� C) PER SPECS LU LIj r COACH LIGHTS OR PREWIRE AS PER SPECS GARAGE ' - - - - - - - - - - - - - - - - Doop ---------------I GFI I \—IRRIGATION I GFI @ 44" A.F.F. I 1 I � I I I � r / � ACOACH LIGHTS / OR PREWIRE AS PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-A SCALE: %4'=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN ELEV-A cam. tV W __ LL. CL to iLD cc C - U N v IC) i J M rJ/ 0,'0 r' CV CV 0 N N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD W � F o f OD' N n # Cb � +�.. _ {p J 0 ��-� "oLL ii LQ3 Lu uS cn a WLLL �L� 0 Or 0 Z 0o J--to 19 % Cm O J Wc°n�O}O' ¢ a Z I= Lo a 0 N O N M Z o< W z N M O z 0 Z o d � N M z �-1 CU c7 4-1 � ULn C N V) � W C) (v , • V e t W E— J E g _ � U o a `C m O c 0w M z 00 z z ZQ LL W O g ZZ N 4 n 14ICIO E 0 W Z Z "_ 1B O E R OQ d p o OD Z N¢o i 6 Wz C C ❑ 2ZZ OY U m i a OZ zF Z Nm ¢e° ¢w � ZO W to 1 2 03 LL g0 a �W �LL � C);o <Z =E �F I� �85W o� �C) co J o CU 0 (o d- r N � T' cj- Y r r ^ U vJ O m /r1 �1/ {.ice Q � 0)N C)"" o N N r ai W N :3 1"— 04 o Z z E CV to a E U Q a C JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. 3 - - - - --- - . ., „•.: � ,._.. - -i.F-",..,'-"tee'-i-�I"—._'.^l1� `�rT., ��r�esmmsrmr��w•rr�e�rr�nasirn�snno��.mar.m..n....�..-.,,.-..-.���..R.,:.-,��..,,,.,:-.e._........�..�._...�_"•�'_--- _ _ _ _ _ _ _ _ _ � _ � _ _ _ _ _ _ _ _ _ _ _ _ as W (- 0 U) N_ C6 4'-0 ROOF VENT 5:1� 2 SLOPE 5:12 SLOPE F- Z ZONE-2 LU 0 Lu ATTIC SPACE CJ O T 1170 SQ. FT. W a O W y�A _N uj O W 5:12 tit SLOP 5:12 S_ LOPES I � I uj O ti�A L 5:1� 2 SLOPE 5:12 SLOPE — I LU I z ZONE-1 I w 0 ATTIC SPACE' o 9 316 SQ. FT. I I I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper IatN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: Ya"=V-0" ' v ® C9 ✓ U_ CL C — _ _. �. �, C ; '--Q Cc , j (D M W \ CL - — r_ p i�♦!`� ..1 i .y� C / LL — f 1 I` �aaaaa6lt��aIfilrra®�� a? -OWN �fp� •''•NSFLO • G C�r_ y 1 O�'ESSION� ezd���s�!lil1,s11a\aaa� 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. W H of roio rJ O � aaoo 0) ` w M cnr 0a LL u- M U- o- S Z o _ �o �. 7 -Fa W 0 J �� �rn Co W aQ IL a0 Z ZMa ZN UjO _ ❑fJ❑ W (D O Z M M Z o Q � J d � N M 0 a)D Z_,; (13 W m � U O W (n C N t— fn U w � L 8 z U c U) m �® N MID � IN co CD w co Z z S� o� Z ¢ E Z wm W Z}Z N Q N Q E V o XO 2 wa 00 z — Q UO 2 p d Z tip.+ L rp 4 o m `L o C - s ' zz z a�i �n J 'w 1z �, �{o <� �W Z o d W Q Si ¢ w o z mw �k JW Y �s WW OS > cy) O rn m 0 � t6 r N = r VJ m a N � o N Lo CV Q r ai z N r N a Z C N E w C a U 0 Q p (D JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. 4 ` ♦ e' e ♦ ♦. e♦ e e ♦ e• ♦ •e ♦ : ♦, #5 CONTINUOUS e% eo ♦ , ♦ '♦_ REINF. SEE FND. FOR _ ♦ e' e v,: e.. �' , ," QUANTITY ' • 'r' " ' #5 X 25" X 25" CORNER BAR ONE FOR EA. �' �_° �' ' • ' ' HORIZ. REBAR, TYP. U.N.O. r 'e e ♦ ; , °, e e - e 1 e • •- e - ° "Alternate: The reinf. bars shall be cont. around corner by cold - e - ° - e • •- ° - ° bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL 12'-0" 13'-0" le le T-5" 5'-2" T-5" 1 V-8" Y-4" AC PAD HL TYP. @ S3 PORCH I INDICATES FILLED CELL —I wo I w/3000 PISI CONC. GROUT I p b FROM FTR. TO BEAM w/ (1) #5 _j O0 -i is I I REBAR ERT. ABOVE SLAB. I ■ T UI TYPICAL @ ALL PLACES ( 4" 6-10" 5'-10" ISHOWN. HOOKED FTG DOWELEE w/ 17" EMBEDMENT o w/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL i _ I C.J. _ I HVAC CHASE BASED ON J' — — — — — — — — v I 3'-1" — — — PROVIDE 1 1/2" I ■ — LOCATION M RECESS FOR SGD I S3 REFER TO MASONSI ■ I I I F, SCOPE FOR WIDTH.I III � I I ■— iml O Il LE] I I • f C.J. - J s6 I z TYP. @ + ( I co TWO I` LO STORY 4'-1" 13'-8Y$" 3Yz" MIN. 3000psi CONC.— SLAB FOR HERNANDO �j COUNTY ONLY. 3Y2" MIN. 2500psi CONC. SLAB I _ ■ I II OVER 6 MIL VISQUEEN I ■ VAPOR BARRIER I I I GG TYP �I S3 ■ I L — C.J.— II I I I I III I I ■ III I I o I I L� I ■ I 10 PLUMBING STACK I GG S3 _ o C.J. 13'-1" CO 3'-0" I STUB UP TO 2ND I 2'-6" x 2'-6" x FLOOR I I V-0" w/ (3) FOR A/C �I H C �0 O co w� Z I S3 OQ �Ow oD Ow �0� WW I I J w OZ >_jm ■ ¢ J 0U OZ M z� ° I >w fn r I■ I v O t\ TYP. @ o SINGLE r STORY / A S3 �nnne aAlli 'O_ �•►11 2-6" x 2'-6" x V-0" w/ (3) #5's E.W. T 11 00 O i0 10 co v Q LO 0 F_ N cO 17 9" 9 ■ ■ ■ ■ o 2 3 oZ PROVIDE 1/2" X 9 I N T-11" 1/2" RECESS FOR ■ FRONT DOOR -4" o w 9 a I �' Z 0O TOP OF CONC./ _j Eo ¢ PAVER TO BE 4" co w C7 z BELOW FIN. FLR. I ■ — — r Z O (n — C.J. N — — 4'-4" 1'-4" 2'-6" x 2'-6" x I 1'-0" w/ (3) L #5's E.W. I I S3 ■ TYP. @ w a I ENTRY o I I � (2) #5 VERTS w/in S3 (2) #5 VERTS w/in —FILLED CELL — — FILLED CELL v— — — J c� ■ ■ ■ V-8" V-8" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I'" 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—A SCALE: Y4'=V-0" 'O O i_ C ,- N'. �3 ® `C13 r 'D rf77 s_ •�, .W1 � r� ` � c: (0 O O _< O U s=. a oW >� 0 •( 6N > v..G�C9 N \ l • ^ s 41 r.�►,0\ To the best of the Engineers knowledge; information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W ' E co � Q im O N Nr_j - v 4 d m 8 � LMJ 0 n�W,*u_a rn r` � L w aj m v a Y�n a JLLLL 5 _ o zwarn O 0 _ _ o ow I- cu N co O J W��6jOi ¢ ¢ k a un O J M 6 U y ZN W ❑❑❑ M � Z N o V O O Z � N zQ � a n N E3 - N V l M U ° �(10 -1 r IJ c � V Uft O►I, o U ® uJ z� .10c _ � m M z o z � rj CL E za ° >N <� RS gO C X U °a°6 ap U Z N m L ¢o ¢ 0 a? W E C - Z pY U h m p Z °13) Z � � Q W E 0) �2jz ¢ °w Z z ao N W 55 � O F �z F3 Jo � wa >_ a d' za co) -3 �C:) >M J rn m m C9 a) L (o N r N � r � Y T— U O ) U 1 m }+ � 0O Lo Lo T iu co N v; N o Z z :3T E N s d U J ¢ J JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. 5 z J 0 N to 12'-0" 13'-0" 2 D2 FT3G E 1 TYP. @ D2 CORNERS 0 � O 80 23 A @ 24" O.C. MIN. O ..A 23 J S6 ED TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL En FT7G 1 FT6 0 M ZI N.. 1 TY.P: J-',BRG. WALL Ll a O O m FT8G r FT11 FT13GE ` FT11 ZI S6 TYP. @ 2 STORY. SEE JJ/S6 s @ STEMWALL (2) A 35 22 D1 FT9 (2) A FG3 7 Di = CJ3B o0 10 CJ 1 B 9 D1 7 D1 v A TYP. U.N.O. �r '- L L 5'-0" coo A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 1"' MPH AND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35.94 49.57 -49.57 49.57 / 10 GABLE 38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58—t-----r— I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i \�O ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 \ Qri ZONE 3, 3e, 3r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I Q I I 1U I SHINGLE: 16" EXP. 1 e%6) or ts/32' EXP. 1 03/16) i r TILE: %2' EXP. 1 (33/16) � NOTE: I I I I— 1. PER PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/a' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12j-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: END THE SHEAR WALL FRAMING DOES NOT EXT 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ '-ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FIND. PLAN FOR FOOTING ° SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" kC H3 400 320 8-8d RT3 345 305 8 - 8d xMETA20 1450 7 -10d x 1 112" HTA20-18 1625 1400 10 -10d x 1 1/2" HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 100011080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 518" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `Ar/ ( SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 11/ SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A 00 : a .... �i Co U N di of Q y co > °O O 4. >d �W SNy��9��a�6of •, F, L. .• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. CD W c EID r- Q O M 8 _N a'- O (V oo J a) '0 J LL eq co Q cq Vn * L11 Lu u_ Y d U5Mv- a JLLi_ I a Lu 13 z -� Z r(ao 00 2 •E , G X O m ,, W Ch¢ ¢ •j a 0—d C14Z_ K M OMN LL IL Z UVU=0a W E]011 z N O O z z 0 J L � — N t% U) V) Z C1 O W (y W —701 U O W CSDv) Ln C N �N7� f6U) U W J — E tJ o M • �Q co W co zazz z J E zoLr- N Q z® ca t— C U �8 WO o¢ zE O N o wo ¢- az ¢W L mM O °E ¢w w o 1 LLa z �W W �2 oz ~- �3 � z =� J o co w, i m a °z< oF O co J cc L to d- r N :3 Cr s T ^ U vl o m (0 i� N (:T) N NLo Q r T ai z C`V y N o Z E N Cl-U Q JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. 6.1 25' -01I (2) TYP. 91 _4II L Si,8II 2S ALWABLE MPONE ENGINEERED CLADDING WIND PRESSURES AND DESIGN FOR MEAN ROOFOHEIGHT 5 5 ftND RS HROOFASCE WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE Mr) FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r �e HIP -35.94 -49.57 -49.57 -49,57 / 10(81 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58------T- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k \rO ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 1 ( I ®I I ©I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: I I I (D I SHINGLE: Y16" EXP. 1 (24/16) or t%32' EXP. 1 ('3116) I I 1 I I r I I TILE: 16/32" EXP. 1 OY16) I I I I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS + ^13r QI �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 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 H 10A 1040 1015 1 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1 /2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J jHTT5 4350 3740 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. 1(26) 10d x1-1/2 K HD3B * 3130 3050 1 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 1 3965 1 3330 122 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 22 -10d x (1) 5/8" ATR W/ 12" I EMBED W/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-FI3500-M 3240-F LUGT2 13100-M 4520-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 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 (A) OR 2 PLY ;ARRIER 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 I-). (B) 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 1 O -— A) OR STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CONT LEDGER In - �o ago C cc rLO 04 t Ln < ca 0 cc SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" c GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T8RF40OB/1T 81`321B/1T FORM k GROUT SOLID v o } �w 1 J r �U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. IN fMEN TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8 F 16- B/ 1 T 00 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS ci-i p ec�mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR IN. (1) REQ'D n CL/EAR ALTERNATE POWERS STEEL LINTEL _ S° (7 ° ° a 4 .M.U. #5 REBAR AT TOP 2 a ° u MIN. (1) REQ'D { 1-1/2" CLEAR Z ° A Z 4 GROUT D '� ° r _J Q `,t u P to H m L /� C.M.U. A 5 REBAR AT = N cn t j ° BOTTOM OF w z w % _ LINTEL CAVITY o W X w o '-*-BOTTOM o tr Ci O REINFORCING 7-5/8"ACTUAL ¢ ¢ C7on U. - PROVIDED IN Z o w f, p r� p 8" NOMINAL WIDTH LINTEL < w cNo 7 #5 REBAR AT BOTTC AS INDICATED (VARIES) rn In m v. CC LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 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) Y"x1 a' TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" 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 TMALL -fir 1 8" KNOCKOUT COURSE SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" T O O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL 10 4 -6 LL GMIN. 5'-8" LL MIN.E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=V-0" 'C3 O � O W ni O t0 fL Y 1, a C fC Q = ffF_- N W W y rti� N, 0 0 w -- W `,E c M N 'O O CU 0 > / CL 'o ��• �ti 0 VV V °•� r \ N N "• �J U 0. c.° 0 ' w•�w F • es��3Ea3 � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Q O M "o,a�pk N Cp J LPL Q 5 u.) c0 v) # u, W W �No LLaa a LL LL _ o O ��� o 13Z cc 13 a ��N� Wow da a a ILWr°n�pjO' Z. N M Z C N O Z p V U N M !R Z N o V o 0 lo Z o J d � - N M �-J (D o cn w m V � O w o t) o, 04 U ® LLJ J 1- t 8 ? I �® U n ¢ N mto I� t W M z O Z E W� � � zo <R a o E U o ° °< u o az o E cN �, ao �Z S ffz wz w �Cxow C 2 ° m o Z� Z J <� �z w ° Z o g W Q a �W C o z o tow �t a O° 3 �C:) 'M J O d' ro 0 N L co �' T N :) T' d- oo-\ Cr U U) vJ m O n N � N Q r r cEc N c T- rri N d Z Z E N cc Ccc 0- E a U _ Q Q c emu . JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED 0 EDGE F 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 ±2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1522INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 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 WIO 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-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" ay CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.1$ ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS =140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2, ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" 1 7/16" STRUCTURAL 1, USUC IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE INTERIOR APPLICATIONS H AS SUB FLOORING AND 4.4.3. ALL PLYWOOD USEDD FOR ININSUCH SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURERIS TOTEA SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: re 112"1 rr FASTENING SHOULD BE TYPE rr W 1Y4rr DRYWALL SCREWS AT O.C. FOR CEILINGS AND 1� SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTMA500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH MACHINE BOLTS GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM T0: Fy= -87. ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'% CUT FOR OUTLETS, SWITCHES, ETC„ SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS AREA MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2, FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6, WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete overpoUlr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. IT Q i� 4f C ua d �i�` L. 5, W W c ._.�Ec f (if to O O _6 _ U1 - ff >>a- °w. G � 0 W VAe � • n r✓t� S Y J l 'B r�J . .- v {O(0 J \O OF N -� Tit- L 0� yet No" l 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N C) W d•E� ao m $ CCO4 N o LL J C c? N Xk LL W Yi � ti r- U- W a CL JLLLL LL. a- W S 0 Z m c 0 0 0: �-pNc_D O :5 0�°' d z Cq �a0 Ln 04 ro Z _j p co LLW ci N a USN oo Z ❑❑❑ W z N C] O 0 0 z Z o V J N Z v v 0 �N LL W U O L.0 V) �� tlr6 CO U LLJ r- - E U ' � Q N m 14tffil o c w M M -1 p Z ¢ o L) Z® CU mo wa 00 Z o N a` ¢o 0 wI a wW Uri _ c Qo o y V2 ms m� O LL z Z cis N a w zz Z CL o¢ ao w W >, 3 ww =� =k o co zQ a o �� > (� J O m L r N C T �- Y `� + .2 O Nit c) N NLo Q ai m N T iri N o Z Z c E N 0 E v e6 c @ a 6 c0 Q o c JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. SN " T"111If1 r ,rT-'� i- 'r`-i-9m^�rn' 'r-�m 1-I,,"'�A(•III®If�R1Y� 9��il�T•���w�o�n��.��.s�s,a.-,...,�sm�... 3 w I s J C) N 0 0 d 0 J 0 I v C Cr 0 rn c 3 N 0 i a E FE E 0 v c G 9 co 17 0 U 0 0 vl v 0 i U i z I i c 0 U ti N N M 0 0 a N N M M Cn z W m ,o v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ��'� { 1........... 16GAx1-1\2" LONG (3/4"-1" CROWN) .:..........: ]::: 1 MAX. �.4.:':':':':':::'::':::':.:. 16GAx1-1/2" LONG 3/4"-111 STAPLES @ 6 O.C. VERT BETWEEN �:..�..........�...................I............. STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" -- V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5'-011 STUB -OUT FOR O o ;n GAS METER CV a: • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (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'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.$/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —I FILL CELL U) W CONT. #5 > STD. 900 BAR HOOK :� l�k J STD. 90' HOOK BOND BEAM SIMPSC w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQAblock PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION �a INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2°min. 2" max • � 4 max. Clinch na when possible Q ils 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1 Rnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I NP T' I10d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL 1 N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior ails ; for vertical load transfer when load bearing -or lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCl6500sw 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over { blocking and wall or beam below.* It Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6A 1Y2" ROUND HOLE MAY 611 61 DO NOT CUT HOLES BE CUT ANY IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" Arvy 1U' jo st 11 1 1 ' 11, " 111'- ° 1 V 2�" 1'. T T-9- I �' �I �=� t° 13' 7,° 14-2: 1 4-g° I S-4. S (R) 16 11-ire 1t 1u 1121 1. �'. 1-7"' 2-T 3-21 3'-1C)" 44. 6-7 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. 1Y2" 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. N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL V ••$ � 1 Backer block (12" wide min.) : I I ITI I ITI I ICI I I I = —I Nail with 10- 10d nails. I - - Install tight to top flange. SLEEVE THRU STEM n ' • : e'' SEE PLAN FOR G• .. a • a • FOUNDATION INFO d, .< d' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /11/4"_2"gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. 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 " depth —Q I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN f•Vt., t,nHac 4 rv� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS i HTS INSTALLATION TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION d a " __III=ITI—I tll T-I(— PLUMBING LINE PVC OR SCH40 SLEEVE a d d � rL11 ``=--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION q d 4 `PVC OR SCH40 SLEEVE f—PLUMBING LINE d d •' a'd d z �a • _. d SEE FND. PLN. SIZE & REINF. In PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d d ° da. n ea G a _III_=:II a a SEE FND. PLN. SIZE & REINF. _o . 9 0 J-' N X Cq 3� . 6 CZ)M LU f� cn g 4- .: v C �. E :C W N O 'O :3 C: V f.. !.. C($ S" - 6 > > O Lli ov o• <� S E- . w I ' `G 1 U ;. OF ? w a H py, a •00 ESS10 ,���'s fZl(01 d l l I 11111,1110 ��'�� a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W n 4 W va 1� O M U N 1N+ Yk 5 N p iT � # LJL 0 5 n co w `` w to r ° w a rnr LL a. 4 NMv N fn a Ca LL LL Z N G— Z O O~w - ymoo 3,Nco �O U00 ) 0 a zN M Z � SQ 0 ILW U� ZOU U)i .3 W M z N � N z o � o Q a M N z C9 0 u, a -,a) (>3 w � U „. o Ul) 01-" �� r U „ 611.0 '- - — L 8 I U p N U) Q N o �w M z o Z z U_ce E z4 >< ce {'-- fu X OU �o as = OU O< z4 N � L map ¢p wZ C _ C 0- �m� mi O¢ Zf Z a� J ¢" <W Iz ari o� go ww o aLL �— =3 ¢� '_ mi a z a a 03: p J I >M 0 T m C9 L r aY ) U of o m �O I— "_ C14 V, N O N "' Q c'M r m � M T o 0 Z z =3 N E Nc 0-0 J Q A J JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. SN 1 � �s(IA I:r£lil[8i1✓Zk thui,.! 1:1116d -.I I' ➢,SJ.-� 2IId"kd! J, rlo YY, iwra i 114 auu' ait - •, ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES INSU 1/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP,) WWF OR FIBERMESH MOISTURE BARRIER t° -III III —III —I m I: 111=J ° r SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTMI=— I —III I I I 11=1 I —lip ; • 11=I 11=11= I I I' D3161-CLASS F, IN ' I —I I=1 I III ACCORDANCE w/ TABLE '—III R905.2.6.1, FLORIDA BUILDING III —I I� f L-1 III I -I III ;I ICI I II I I'I I I-T CODE 7TH EDITION (2020) _I 8 iI I IiT I i II RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SI 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C, 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER C/) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .c 'd. N ' °o - Z °° � 6MIL VAPOR I�I e —I— " Z = BARRIER I + r , p 4 III I I I 11= COMP. SOIL. I I II (COMPACTED TO 95% I IITI MODIFIED PROCTOR I I I�I I ITTTI I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE C 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION Ili SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—[�O.H.D. RECESS =. z — - 4 J o0 FEI SEE A/S3 OR J/S6 _ I I (I �- FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR , BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, --r/r —IV/r 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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) 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 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"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 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 WWF OR FIBERMESH @ 24" O.C.) 2" ATTACHMENTS 2/ WWF OR FIBERMESH 6 x 6 W1.4 x W1.4 ELEV. 4-3 1/2" h� 31/2"MIN. t 1/2"MIN. A.F.F. p P ° ° w _ _ __ ° • : ° ' _ —III=1 I ITS 1/2" min 4" - o b a ' : —_ 11=111, '31/2"(min.)- 4, 31/2"(min. - 4" �f—I II — I 31/2"(min.) - 4" I I I I—T—I l 1= -fTr -�—�` -'�` =1T=1 I I 11T=�-1 a I—ITI 11� f IT ' TI I , ; ,I I II �-f�•1T� ,;,I I � '' _ — �=1 I =1 ff= =1TI— (2) #5 CONT. 41- 1,-411 8„ (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP ('CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 t\E� SECU�� PGS M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 INSULATION PER FBC AND ENERGY \r GON�\N 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: SEE SECTION C/S3 FOR 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION c., LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL w/ (10) 5/8"x6" "J" BOLTS BOLT O "" , „o 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK SSP1 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (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 SPACED EVENLY FIBERMESH BAR Q BOLTS 6" MAX FROM r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED .; E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v n ° D GRADE co — — Il T _Z FINISH GRADE °O M #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 25" MINJ. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] W z 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �_ WWF OR FIBERMESH a p. D' I I �T( 1=1 T� o D cp � c - 60 w -ram ° r i 71 I r I—t r � _ °O 6 MIL VAPOR BARRIER — I 11 I —I = 1 - -I I- I I D ° * " ° "1= �_�= N z T #5 REINFORCING BAR R 1 7/8 T —I I 1� 11=� I_ T _ I I(—TLf—fl 1= I I I I— i 11- !--III=1 I —III ! I- ? i II 0 1=�1IL--1�T--�j=� jT= ,- #5 LAP SPLICE (2) #5 CONT. Ti�f�1T-111 L�TLf ,, I►� D � ° 1 III—�7- ��TTI I I �I _ -- 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS —I !_ I ,III r COMP. SOIL. (COMPACTED TO — J ° ° " — - 8" 1'-4" 8" 11 111 95% MODIFIED PROCTOR ASTM 1= (�'P') D1557 I� rWMEE � I I I —' - -' ) #6 REINFORCING BAR #5 STD. 90 HGOK lli11lll;;!II;;IIII 111 _ll;lliilll_III_III� i!Illili�-illl— 4" 1'-4" i I I -1!,�, !11� 111"II� „III„ —,III—_ =11 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH min.) 4"---,10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° ° "v GRADE SEE PLAN FOR T 24" O.C. MAX. x CONNECTION INFO co ° & LAYOUT DESIGN ° • TOP OF BEAM d- -_ — _— — — -(1) #5 REBAR w/ OPT. SEE ROOF PLAN — — _ — °. ° — I i — I — I 1=SC�REFN ENCLOSURE (2) HTS20 FOR STRUCTURAL _ _III I III— I I r _- I_;,FTI I EEIIM BEAM SIZE & C I L=_I 11= I CONNECTION INFO M 1 a a MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" Il S3 BLOCK WALL BEYOND EXPANSION JOINT I _ 13" O.H.D. RECESS E CV ' M r ; a ' -1 II IIIII ITI T80 I� II�II �.• d• � 411, � SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT — ¢ INTERIOR A.-3 1/2" a' . 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 _ _ _ _ N � 1U I M 6 MIL VAPOR — P = =I I— �U L — -- — — 0-0 FIN. FLR.Q BARRIER — III = � — - -1 I �I I I J III I ITI I�- 1—i 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 _$+� — " 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH L AT 8" O.C. PAD FOOTING ATTACHMENTS & 18 D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8 MASONRY WALL -� EXTEND FILL CELLS W/ DR SCREWS @ 8"O.G. TO FOUNDATION PAD E INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `-" ' ON FLOOR PLAN w I.- SIZE VARIES PER PLAN M CONT. BEAD SEALANT > w/ MIN. (2) #5 VERTICALS 0 z GRAD.61 It > L FILLED SOLID (SEE PLAN FOR _ Al 6x6W1.4 x W1.4 z; w SIZE AND REINFORCEMENT) LU C7 - I !- ° ° — I ° • III ,- T WWF OR FIBERMESH M o w BRICK PAVERS or SLAB PER _z I-- w ~ 0- w Owco O o _ —I =i -1 —I w ! I !, II III--- I — a II ' —11 Z I {=i ! -- - z ¢ d' ° .. Coc OMMUNITY SPECS -1 -- FOOTINGILLJ U III=1 I l ,I -i I=1 BEYOND PAD REINFORCEMENT -III---; I' --I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. �S3�_ ' O 0 L cn ti 1 � v r W,, '"' C _r ,� •� M W ...: >+ CL D M N O O � C O io O41 go JV v � `�flGJ Lw �c`� Uj ek s .• •. L O SIO mall 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 N of00 o M8 ,* N _ 0 20 W U) 6 �E LLw a N O CL — ,Q �LLLL wawa V J Lu Z0 13W 13 Z �°C°' oF- Y(a Lu SWr¢ o Z o NL0Z i24 N �U UyO Z O0❑ V M � Z N IR z o � o W J N Cz (D a O w 0 N LU2 r— J E — 3 L UFO S I r � U o w ¢ N � e� M to w M M z ¢ o Z a � E zo os z >o Za oa N O U p Z I.._. CI O C of X U �=WZ p U N o ai L tp rn c <O Nm m� F O °zLL z /) J ° F aW z o! W 3 wg =K o w a8 'ate CD CD zl�d 3 N O = cy) J m m t7 � (13 N r N � r � CL U) m 04 C:) I� N O N L.n r ai M w N N N a Z z E N E N N C a 13 U 0 Q p JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. S3 (MONO) I N a N 0 .G O J co N 39 v N i O a E N E 0 v co Lam. O 0 v i N U 0 U Z Cn I i 0 v U J N N 45 0 0 N N as v 0 5 m (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 PLATE 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ,k-- ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR EXTENSION FROM EXTERIOR ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)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 S P 1 w/ (10)10d U_LL 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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN DOOR OPENING DOOR OPENING �� �'❑ ❑ ❑ EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 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 S[� SCALE: N.T.S. SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT e 4 a d a G 8„ STD.90'HOOK 8„ LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. 0 NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR -- GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a e , 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. SFF �Ap'�L `V 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. O� 0+4 t 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 Q SCALE: N.T.S. 54 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE2X4 V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71x 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4"EMBEDMENT 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 8„SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 1,4� 16d TOENAILS TI TO P 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. c F= 2240 LBS F SIMPSON n G P.T. ATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT PSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING auvil"OUN 1:414 SP2 auvl SIMPSON SP1 SIMPSON SP4 1 Oi ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M' IL 1 2X8 P.T. BOTTOM P TE NE' SIMPSON SIMPSON C SP4 —I SP2 —I 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 I NAILS @ 6" NGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) 1. 1-4ALTERNATE: 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. UU FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 : O N N ] X/' 00 t �- C c� j_� + Q -a 3: co b •� �+ _y Q .0 E C (6 to 'O O Q C U _ ..t cz L". V ` ^ o' W f ago Vv A q IE� \ 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W TE % - U' N V N N u- N C: J LL 0 ? cO N k L. W Lo V1 r')�tia3 LL W a 0) h o J LL u_ 3 a 'S 1 0 z 0o o� O �R cfl MEo 0° W N2mrn Q W ¢a� Z co I IL Cqz ado n O U U Z aao W V MONO O O z co co QQN Z O Q ¢ v N co! Ul)n1 ''znn a W V o a--+ N t, — W -6 •0 Ln c w c� a „, .4 -_ " E ® L 61 z Qj " co po CD co 0! co z z LL zo I >& EE<� o U ti Ze 00 I� f0 O Ep mo 0 -I 0a N �o a Z ww °'02<z C13CxoLL mo z J � z° to Cn - o� W CD Q 3�- -0. wyW � Z I 0 II� CD �f z l4 a OO 2co co J O It rn m c� L (0 d' T N rqqj- Q Y rr ^T vJ 0 O C4 N 04 � Q T T ui (a w N r vi CV o Z z E N v CU a U Q p JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS j� SEE STRUCTURAL NOTES AND NAILING —J^J SCHEDULE FOR SHEATHING DETAIL / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT % NKERI� EXTEND AT LEAST 90% OF JOINT W/ (3) 10d"L" BRACE TO EXTEND 2x4 CROSS BRACEBOTTOM WEB LENGTH & NOTCH ATEACH & (2)1Old TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM 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 ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES Z"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ Od NAILS @ 6 O.C. CA THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C, FIELD GE1 INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE / 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. ° AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING,' 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS' INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� @ 48 O.C. BLOCKING FASTEN WITH 11A^iOTr rnr7 n A nnlr7n SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 112"X tf" "J" LiUL I (c) 32" U.L. MINIMUM 6" I KUM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. ��5� 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r CO "' SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING x INFORMATION co co co SCHEDULE FOR SHEATHING DETAIL B 112 1/" (2 WOOD TRUSSES `° - 00 _ 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" 1 1 2" x RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & (@ TOEATTACHED TRUSS SPANS W/ 2 -16d �NAILS EA NAI10dLS @ EA. END AT EA. TRUSS JOINT 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW 11 (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING(2) OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILSFIRST @48" 0/C FOR THENq2 16d NAILS ) 2x4 BLOCKING 24' @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (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 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 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 SCALE: N.T.S. �.viv i . uL^rwvu GABLE END BRACING DETAIL 12" ;SH SCHEDULE ITTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K'10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 I'L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C- \'_� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)10d 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 SCISSOR GABLE "T" BRACE SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. CJ'5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 rWOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL) Ll-m BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 \- MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) O z � a BRACING w/ (3)1Old x 3" AT ( _ a 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" - T-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS 4.vly i . o�.rv5iiva - GABLE END BRACING DETAIL SCALE:3/4•=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MINE M� ON eMM NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) 7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION -0 cv 0 O J tii - 00 X/ CZ) CL W ` (D .ti v C o as 71 E C < =3 C ,U ;>a QW \ '\Vvo1i�8i1B�€St6�/�3 �•. . ' ti . � a• ,..e y06 . U �0 0.; � 9 9 5 °:• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n 44 O bM 0 # ci ) Cc) O� p n Co u°'i 4t uw ii to r� LL w °' cq o a aID ��_ Z 2 ��rn ° O ~ w y o O � �•�Nm � J W co C rn ¢ ¢ a o co Z N Mz WLn 0 U 0 ZO U I W CD o� z � N Q _o N M Ln z �.1 _ o 4.1 r.,., � V O w o Ul Y �V, W U "' L J E L . ® V I` o i14 9 CD c w Cl) Z o Z Z lis U E W O os y N e E uz oa Wx 1 O X U a< 00 0 U o< aZ zE 4 z wo �J Z OU mp Zz y¢W z zZ o� Z go Q �w W� CD 00 yz ¢� 3 rr� FF o r ao o~ �0 > M J �; (i0 f0 C7 ^' W L T v T Y ) UU J O CD +.", O ^O O Lo c� tf) N Q r r ui m N T iri CV o z E N - CU a U Q p JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. S5 III ' Gilu d1 99Ir�'— 1-1 - C � ` I,�._..�:- -- - - 1 ,h e 44. 3 I n 0 Q C) N Cr J r- N Coyy v cn� 0 Q N i v E M E O 2 v f7 20 U v c U i -Vi U 0 i U i z co i 0 v U 9 CD t7, NN N N 45 0 0 a N N cV 0 Q m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PEft— CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU _ AREAS. FLOOR SYSTEM ER PLAN 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 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w n= oi� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER l­_ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD F) w LAYER 1/8" THICK. Uj INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER 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) M it v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE •a FINISH GRADE 00 I —I I I —I I I —III III d _ _— ►�_T 0_ 6x6 w1.4xW1.4 I —I I I —III —III —I I I I ° I U I111- - I —III —II —III III a' 11=I I j=i l 1- o z WWF OR FIBERMESH :1 I I—III=I i ,L, \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STU 2nd FLOOR BEAM/GIRD 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)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL N N SIMPSON LSTA24 STRAP w/ (8) 10 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 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN '' INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/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 CONNECTIONrR 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" 0.( PRE-ENGINEE FLOOR TRUSIr FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL 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 u = INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)1 Odx1 1/2"U. NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS L•l�i DETAIL FLOOR TRUSS 0 SCALE: 1 112"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY --GARAGE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302,11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH � . d' � °. ' . de... p�•—III' � '�—� 11=I —III I d d _ •� IiT— ° e • ,d 1=1 I I I I II�T 111-�CI I t7, 41 I i I I � 71 I [ Tli r ' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D a SECTION X-X IF 1 NOT FULL FHEIGHT SHEETr rn Z �� L G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI H F SHEATHING w SOLID 2x o C BLOCKING @ ALL � C SHEATHING 0 EDGES (SEE OPENING SECTION X-X av C x Frw x E r 2x STUDS w BEYOND. m SEE PLAN O A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAtAI I r1 r11ATI^KI nlAnnARA 3/8" „S" _ NAIL 318" SPACING 3/4" S S4S, 1/2„ 7� 1/2" 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 w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTIr'AI R SECTION X-X T�7 SFFA DOLL �N 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT Lu - PENETRATE SURFACE MORE THANy". F z _ NAIL AT BASE 2 ROWS @ 4" O.C. w/ Sd COMMON NAIL 0© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL u_ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O Q QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J N Lw � I� O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >x �¢' 1- 0 in wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ �I OOcn co 00 H m IJi Z 00 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w o MEMBER IF GABLE END LU 6,NOTE: • 8d 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" C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 0,o NiFA'R^FOR SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAa*---\ @ 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 `t WWF OR FIBERMESH d A ..d ed d . A. 111111I111111 11 4 (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 FAPPLY 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 C> . III - :III; � r� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 _ r O rs r� N�' N N; OO _ X ® IL cn i C N ._� cL- , cc U .. ; > O W �" a- 11 ;,l.,64191ttPpp z�� �^e Y 0 L� ' 0 x• ESS101" 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 Engineers signature and seal. � n W ES r`" n Q O N -• r J i m N O' � J LL 0 co,� # u. a M to t- ° LL w _ No a — �6 LL LL d w Z i�0 z° 13 o O ig w N cm rY O J a ILZ N MZ ern O U U_j U) Z O 000 W M N z N M ag z � z o � — a , 10 N M V I N z a 1 +-� Mrn r/ w v O w o N U U o 0 .0 N 0 �q em o CD wZ 0! M zZ g Z itE LL Q E o W 0 s� w } N 0® Ica° E oa °° U °¢ z N L U ¢ �? �J ,fir r0 �C - .0 Nm m 0 z" z a�i J ¢ 6 ¢w z z rn a`3 o� Z g° a �z U < <�� aLL �¢ =3 0omi CD 4' FW O K ao °- Ocyi J Q m on cc m C9 Q� lit 0— v, m QIt � CD C:)N "' <C � T T ai 2i N o Z E N N C:v m a a w U 0 Q cc c CD JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 v ka.l vl- 0 i N 0 cn 0 N 0 0 D7 3 Q N G. E N E O 0 C i r7 U a U .a i U i z y i Y i 0 v U J 2 t� N 0 0 a N 0 N 0 5 m 0 v cn SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS a", 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 112" NAILS) `/4-2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS � 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" MALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND .2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGERMN 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 3YP CUT TO FIT %RS IN WALL 2x12 SYP R BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J 2x6 SYP ROVIDE MOISTURE PROTECTION [AT�TACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/J" XAND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER TAPCONS @MAX. 32" O.C. / (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / 2 4" TAPCONS @MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6", / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOTTOUCH G.1y - TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH IZA 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (114)4)10d x 1 1/2" NAILS) STRINGER CONTACT POINTS / N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL T�4 x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" STRINGER /.1 GLUED ) NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 i /2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED—\ i DRAFT STUIP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS _ J/, FOR DRYWALL SPACING B H E SECTION VIEW SCALE: J" = 1'-0' 3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK[ NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 �d"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" F SECTION VIEW SCALE: 2' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO NALL 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 ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 0) co Cv h O LL r i�.►Jijrat +r C r.j;L Q ��O/�'� . _ C fa N f. O 0W >7Q. la>�k 1/vv •� � "•°• F L O ��''`f•�,R�FESStio�P 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 Engineers signature and seal. N C' W E h Q O co 8 N 6 ? J LJL 0 N i$ U W 7 M totr-a J W a V QNM U'�Y M a Lu O 13 — p Z W O _Z -Zr-9p 00 F- O: ��Ncp OLq a Z p ZN To U_jAV LL Z ❑13❑ W V M � Z N Z � N z o � a N M � Z a v � W U° 0 w o �c tlri U W J Rig I I z� V N c U) 0 �® o to w M zZ oS z z u E zo ui zo oa i— r6 — az 0U pU �z 0 E N o .o Cz az L C _ C Y mO oz z� z (� Qi v " Q w zz W °off z a C-) cZ 2 F co O= FIw n ° 0 > CM Oe' m m 0 r Q Y v, O li CD O � Q O (:Y) N N t.r) Q ai cc N T ri N o Z z c E CV E ai ro c a U Q p JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. ST 3 v w 0 a pN FD 0 -d- J 1/4" MAX Mu SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK -� 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT , ,� APPROVAL FOR CONN. APPROVAL FOR CONN. / APPROVAL FOR CONN. / 1 X 4 1x4 P.T. 1x4 FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" / ��� 3-1/4" LONG X 3116" 0 ,; FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4 2X8 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH ►� 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T, DOOR JAMB (REFER DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. TAPCON @ 16 O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. // j j 2x8 P.T. w/ (2) ROWS 3/16" j/ x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" i %' & O.C. & 4" FROM EACH FURRIN TAPCON @ 16" O.C. 4" FROM EACH END w/ END w/ MIN. 2" EDGE DIST. 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST, (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED@12"o.c• 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW, SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1l2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) # Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG, BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAx.B #5 REBj (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w! (16)16d U SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --� IF TRUSSES USED) W/ (2) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS i i LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR (TYP,) ♦ ® 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" ,R ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGESAND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ♦ @ TOP & BTTM CHORD, AND (8) Yp;) FACE NAILS 10d @ TRUSS VERT. WEB - METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® Ao SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS - S +2, NOTC F� @FIRST COURSE ® ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK fHE :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, j FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING W/2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5116" HEAD - DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE j SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT =� I I II I r * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. u c I II I II=„I I I, —I �I—iT1=1T� * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p' o - - I TI—TI.— COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL - f SMOOTH. DO NO FURROW. . I I—'Tl ' � , F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADEr- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r g \ o 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 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 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 WITH MIN. 3" COVER EA. WAY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) 00, GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2x0 + �FNO�N + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 314" = V-0" SS qFP GHPFT fly Amn SIMPSON HTT4 w! (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE: Si-t - z O M tL O W U 0 FILL ist4 COURSES SOLID W/GROUT a. e :b FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. < e a•' ' e OVERHAN �' •'' �: ,. A 4. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-01I SH e #5 BAR x p Ise . CENTERED W/ >., ° 9 H IN TOP o . KNOCKOUT / N ° CHAIR BLOCK ,- MONO FOOTING b . F T e I s SIZE AND REINF. PER PLAN •a ° AND SECTION DETAILS -I - 1 e ' CLEAN FILL .o ° • ° DIRT b z °•• ° STANDARD o #5 BAR IN ° 90 HOOK N FILLED CELL, L L, II STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY'CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. - C) 71 X _ .. c p c U_ 00 co Q 3 ' eW L • L ,'s..� W y o ''.E Ir t�f N O O a O O v ca �.v .W RVVIV Zv �•�. � \GIN � �6 AW v; ®�>' r R?'i 44 •••'•••I'..6,•..•'''• 4 �p°ep To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E00 O EOM [� N CN p�p � LL C7 0 00 W ��oO N # L� N U,I`0 ° w a a. Q NM V fn N LL d K O Z m� O Nco O J W 05 cj d¢a o o J Z co M z rn O LL ci N Q VAN Z W ❑❑❑ M � z Cl) 0 0 z z o Q v N N z CD o (13 0 W o N 5 CD U W - � S I L L N U o °� O w (M M w ¢ N Z Q J E _ o 0 >o Q N o E E U w a� z® w� F00 f0 R o OQ 0 o V OM Z E N ar o �o ¢o X, a z ¢� -7 a3 i ^ ¢oz O > U y O o Z Z W . am Q W �z N 3 a 0 w SZ a Nw W v 3 �g aLL =K J � o Z �¢ 7 F ;o <i' zI¢T0 aF 3 •2 O i >M J Oc m to c� r �.. m �. ate-+ O CV 04 0') CDCD N Lo r N <C M E w M c �- .. o z N z � tlJ E N (n M n U 16 0 Q 0 JOB NO : 22-02367 SCALE : AS NOTED SHEET NO. SS qm R J W I n 0 ti 0 N v cn Q 15 J N O N v o- 0 Q> a a N N ca. E 12 N S v c J N ti 0 C CJ .o U i z fN 6 o 0 U v 0 0 d 0 N 0 Q 1 m 0 N CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg _�] 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, SEE TYP. TRUSS BLOCKING DETAILS 1 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 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 - 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND C_ FOUNDATION PL#�NSLAB 1 1/2" -- I . .1 " _= (2) #5's CONT. T&B w/ 4" a #3 STIRRUPS AT 4'-0" WHEN DEPTH ___ EXCEEDS 30" GRADE V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2' ; d 4 li I. „ t- Ii - 1i zU PORCH SLAB SEE ---I a N FOUNDATION PLAN - I-X w — j a° (n Z (2) #5's CONT. T&B -- ° , ,..{.. ,. . �.,. w W/ #3 STIRRUPS AT j. z 4'-0" WHEN DEPTH -j o EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS - AT 12" Q.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND SLAB 1 1/2" i,° a (2) #5's CONT. T&B w/ _- 4 " #3 STIRRUPS AT 4'-0" PORCH SLAB SEE �'- -- ° WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" GRADE 7 - i, • - r V-4" AL 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 KNEEWALL INTO CMU BASE OR MAIN HOUSE PER ELEVATION IF REQUIRED ABOVE MASONRYI I PIER SEE FLOOR PLAN FOR COLUMN INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH @ 6' REQ'D MID SPAN MAX -8" CORNER FILLED O I I MAX 3 SOLID. SEE ELEV. Q II r _ COURSE +"- — FOR BASE SIZE #5's EA. WAY (3) w w - - i $ I IAk SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN ;- SEE CUT (2) #5's CONT. T&B w/ 1, z j • !_ CONTRACTOR TO IN TALL SECTION FOR r #3 STIRRUPS AT 4'-0" -- - MIN 3„ x 3 WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWA L OPT. ELEV TO INDICATE)MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN — FOR COLUMN SIZE & ADDITIONAL INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR 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 r22"� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 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 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • Z BLK HGT.NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d SEE FLOOR FRAMING PLAN #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. @ SLAB LEVEL VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION EXTEND SLAB (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR 1 1/2" BEYOND INTO END OF EACH FLOOR BLOCKING INFO) BLOCK FACE TRUSS, 24" O.C. MAX (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) EXTEND S SLAB 1 1/2 ECTION AT LOW ROOF rg SCALE: 1/2" = 1'7 — — SIMPSON HUC410 w/ (14) II,SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" OSB FLITCH PLATE CONNECTION INFO ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULEE/PLANM COMMON BM. TO POST ATTACHMENT rA SEE RO�F PLAN FOR BE M SIZE & CONNE TION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0 0 CORNER SEE FOUNDATION , [�_ PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST %2' CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. e. 04 T COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS 7"(7 INFO. RUSS/ OP WA Y6EE PLAT MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR X2 ` TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 'o o. 0 00 J aV IL 23 t f cc v �1 D U �'QQ � (a 0' . o - t! L 'V FLU IAI/ler� 011iI i ���, �.•'•• N S •�'� G Q. rr o• � �J N OreSBiaNr 41I I111111' 10\0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, a� o � co � o� c t m to Ta No NW 6 L4PL m - V C 20 at ` a H 0)m v u d Y a 9 LL a � 0 z so ¢a¢ C5 a Z co N Cc' Z � v> O U v cVi> zILW�2pjO' O Z ❑00 v M � Z N (+J _ O O z 8 z o Q J - r1 � n m V) z a C o u- a-, v, (6 w w � U O —� W g Q) Ln �N v m . Lu J "' L N z rL- o O 0 C � N o N m I� m W M o o i Z J0! E ¢ uj�o o2 �� Q E ° ~< Z® w Ca = go go o� oo o� z E N 'm °do aZ �w - .2 U �o mo O¢ Z Z J a ° <w �z W o o Q w � W N_� W 3' r3 OC1¢ yo V� 5 a .o O = > M J O d. °' rn cu T cu c� CO d- N � r 0.. U U) c0 r `J O � -0 o N I.C) N Q r r ai E Z, CV r vi N o Z z E Nca C a U Q JOB NO: 22-02367 SCALE: AS NOTED SHEET NO. D1 (MONO) --------------- (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). EXT. SHEATHING FLUSH W/ TOP SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE DETAILS 2x STUDS FLOOR SYSTEM SEE PLAN 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 j N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A 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 LG SEE PLAN O 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 O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 1 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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 g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5r5 ATTACHED PER NAILING SCHEDULE 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. �•`I� `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP, GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR i ADHESIVE TO 2x4 CONTACT SURFACE /�A� 2x4 #2 BLOCKING 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" O.C. (MAX) AND @ EACH GABLE END RIM JOIST 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) 10 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. 0 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 L830 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] �o 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 SIE 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 )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. :E PLAN FOR CONN. 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 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 I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C N oA 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 —V PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE LDOUBLE J 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" 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 INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.C. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM 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 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 AAB� O.C. TYP T xSYP U.N.O. 2 x CONT. T (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. 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 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (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) 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 NAILS (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. P 0 N � o© VI ' CL. `J ul D ca 0 0 J fii cA O O a O Oc G? :t:j llllllll OWAI . w,•GCD U V.D \ FLO, a111?11'e OFESS10 .r 011111111 IIIW ffi� 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. W I CD n 8E `°0 0 Q" ' N # u w 4 rdM� _jU a0 Z � 0 c O «° C? o � w coNC_O R' J W Cc ��pj6i dad Z IL IL � M Z W q O Z N a U_j y WCD ❑�❑ o� z z Q a N N z _ o Lu o O v� ,,., r~ U w C �® o M w M �5 u_ cL E S za � ��_ >a �® E <-o — E X O a� o o o o N °z woo <o� a ww �� C - a y m o ZLL z N J 0� <w �m Z W A oa LL ¢o ao �w �! °� =3 woci co� o _�¢ a ° yp J >M � m 0 � co T Q U r fft^� v/ m 0) C) CD N T_ N Q r r ui cc r N o N o o ¢ o JOB NO: 22-02367 SCALE : AS NOTED SHEET NO° D2 ,iIVi:Y 11 ILI 11111111ilffil,_116 - „i �,� ::F�i:. I ��iutnl•,d`_ �a Si�I°.. e��„5i3 °dI.III 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 SEAL -ANT AT 1)W 4) SEALANT JOINT NDOW UCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK o 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME 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 TRACK2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED VNNOOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: 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 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 V in each detail that corresponds to the numbered items in the list of 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 I Lf1V1111VV SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & tARILY SECURE V./WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 1 Lr1V1111V1.� 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN T-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 -ADHERED FLASHING OUTSIDE CORNER Z J 12 LLI 0- 0 rA W U W Lu 0-1 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 0 �o 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 XCH HERED FLASHING 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (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 water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER 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 i sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDERJI 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 RUBBERIZED ASPHALT 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 applied FLASHING SELF -ADHERED FLASHING 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 SCORED 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 PAPER TO AD ESIVEASSHOWN) contraction, ASTMC1281,.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: 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 flashing$ 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 7 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 0 ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t 6 7.7.At built-in putters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER a er ests an arr Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH]NG,'OSB', PLYWOOD, DENSGLASS TURAL FRAMING TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH 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 00 11 /CD�� 0 � L'c 13 ,y co J lV tIJ Q -0 0`=S E `f- 01.1 > C�_ N CV 0 CV CN CV CV c� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W QC) co N F N LL 0 (a G o �- N ik u W 0 W 4 a (� I- 1-� Lu m O °- �[ 0 Wa�� Z ��c- Z° 19 =.g " 0 Is Nm W o � (n . Z ILW NM6az UU) o �aZpi W ❑ ❑ ❑ Z N ch 0 0 Z co QN Z o Q v. J a In N N M ''znn V O +-1 n a U 0,1,0 to -_ Vur) > Rigc Lu E t0 I x� =w� olk U o rn C Q Y m 0 � III �W coCID Z o Z U_ Z " a° > Z 0 z® 19 E I- XO o¢ 00 oZ Z QE o aolrz �Z W0 ww KJ (� C �Zsp z x f° O O¢ Z Z N J °m aw �Z a, 3 Q 8M LL 50 a w N W F� oO � �z �� =3 J w¢ 'o o z ¢ OF �U �i y O (y Orn i T � r Q L.L. tCT� Y V) m �- 4-1 N C) CNI C O N Lo N Q r r ui E w c N o cc Z E N Ct E U 0 JOB NO: 22-02367 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauge4 41f.2" x 4-112"x2-12" TT Back Cross Support (day 17e Cut tcs See Anchor Schedule Right Brackett (1C1 Gauge) Belts 1 F2ir C1Fa; A325 Gary. i"fpla,) p a # 14 Self-Dril lire Screws 10-5/81, A/C Unilt S9ttain Edge Hurricane Strap (`Typical: B in, front) iHtaltters - - - Self-Izckirs Nuts, f '`'�*' (May be cut tow) Left Bracket t1 Gauge} #14SeWDrIlIng Screws Thru Brackets Back Cross Support Into AIC Unit Bottom Side (i j+ cai: 3 each skle for hurricane ruse) INSTALLATIONi t *X-FW nataittarngttatttxrttrraaa1 InsaNa<icsi.�wid.I".a♦ arrittaaAtr-�Arac Ra sed Seatfievaj�Ylmitdale RppO viaiu r Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 12115/2021 MAINEEM entity or DAD Dal. Date Pending R90- Ivoo VersionMarwfamw Comm enalneer8, Ucanse validated By Validated SUbMitted FBCAporoval Approdsstttus Af inneilon 2020 Smelt Vent Product's Ins, M tinsel Grebam. Hermes F, Nccaro P.E Locke Boxden P.E, 12M W2020 12/162020 np1 W020 Approved Category:-SnUctu41 Components (677)441-836a PE-737TO (33443M1800 StdlCMegOrr. Roduas. Introduced as a Resultof- Info@sMsft"ntcom New Technology Complian- Method- Evaluation Report soma FloridaRrgisterad-Architat ora Licensed Florida Rodnds Professional Engineer F14t8 -. - -. Quality A9surence Aporoyedfor Use Approved far use Impact Desks) Sao k. Product Me". Number Name Product DaseiM- ca*,i Emfrafl-0zta 1, HVHZ Outsbla HYHz Rayslant pre - I Sm 1tV0A Maeal#1540.510 Met Funcdm: Fl000and V roil th nVern IZ312M Yes Y. NIA 2 adVent 1 5 Sm Mode #1'v40. 11 u c8 Flood and n .flop cot Duel F n m FI Va tN V 12 t h3 a123. Y. Yes f N A :IW100- . 00 1 1 F 00 3. S n dal#15 0-520 ma V4m Ma 4 led F Vent Insular Flood t 2r3'1 23 1 120 Yes Yes N /A .1004100 4 anVen t#1 0.52 sin t Mode 54 1 a letad iaadV t la u F 17J312023 Y., s yea NIA +100F1o0 5" S-,rVeM Modal#15 24 4p52 16&ud'Gara Dow Head Vast q 9 1 31t= 2/3 Yes Yes NIA NA i 6 SmartVent Model$1540-570 Wood Wall Insulated Flood Vent 1W,12023 Yea Yes. NIA +7001MD0. 7 &-,tV-t Mode191340574 14 S&qud;:Garage Dow Flood Vent 1213112023 Yes yes NIA N/A Florida Department of Business & Professional Regulation P49e 1 oii Building Codes and Standards IM412021 Product Approval Application Detail code Egshtgt 20 Wit@ pale Pending )Me mm version Manufacturer c4rAwt Fxmhrear&Licaaag VAIdatdav Validated Submitted WApproval AorrQYfd -Statue Revisim 2920 Drexel Mehus.lao. :Jason Snuniate. :Zachary R. Priest Locke-8oviden P.E. 08M WG20 081062D20 08202020 10/13faf20. Approved Category; Roaring (502) 3OZ-1511 PE-74021 (3341 300-1800 SubCategory: Metal Radng lshumatepltlrsamat:gom Compliance Method: Evaluation Report flbm a- FIW& Registered Archllect,ora Lloen sed Florida Prolasslonal Engineer .t: 17e7a.Re Froducts- QuatltyAswrance Appmved for Use Aomovedfor Use Impact Dealer sea Produot No". Nurse of Nam Product Doedo$an cadract ExMraklon Date In"VNi outs! woe Resistant Fremna 1 Drexel Metal Roofing systems OMG 10DNS, DMC ISOM, OMC 175S, DMC 2003, 12/312025 Yes No N/A +oMsa DMC5V Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page 2 c14 lrh-IW22 C=. entlfv or Date Data Pendina ,fig; Type Version Manutacturar Contact Enaineer&`Lldense:. Validated ev Validated Sulam!Red. FSG Approval AppraVed Status Revision 2020 Therma-Tru Cmicorshon Steve Jasperspn Lyndon F. Schmidt, P.E. Ryan King, P.E. 0411512021 IW312020 04r2212021 061082021 Approved Category. Eftterior Doors (800) 648-7626" PE43409 (81 a) 767-6555 SubCategow: Swinging Exterior Door Assemblies sjsspersaM@tharmahucro Compliance Method- Evaluation Reportfrom a m Ranks Registered Architect ora Licensed Florida Professional Engkeer aL'A 48B+N&Rrodlad14 - OualltvAssuranaa: Approved for Use Approved for Use Impact Design .Sad.# ProduciModel. Number or Name Product DeapllpNpn Gpftl ExMratidfl Data In Outside HVHZ Resistant pressure 1. a. Therms-Tru Flbeo-Claaslo and Smooth -Star Nominal 605b;8 &quot;lnnpac*uot; Opaque 121312022 No Yes Yes NIA Composite Edge Fbedgiass Single :Door (Inswrigicutswilg, XcotlBgumtlon). 2 b. Therms-Tm Fiber -Classic and Smooth.aar Nominal 611=8 8qu0tinlp2ct&!-t. Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door vnth' adelde(s).aftsming/Outa;Wng; XO; OXw OXO: con urations fg ) 3 c Therms-Tru Fiber-Classicand Smooth -Star Nominal 68.p398 Squotlmpa sot: Opaque 1251I2022' No Yes Yes NIA: Composite Edge Fiberglass Do poor oath or without Skielites (Iri"inglOutsrving, )Xor OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nomnal Sd#39;0 &quot lmpact&quot; opaque 121,3112022• No Yes Yes. NfA COmpoeRe Edga Fiberglass Single 1.1 (Insvdng/Outsvnng Xconhgure". i) 5 e. Therma-Tru Fiber-CPassicand Smooth -Star Nominal 8&#39,0 &quotlmpact&qucY Opaque 1213112022 No Yes Yes NIA Composite Edgaflberglass Single Doar with Sidelile s In /Oulsva ' XO. OX OXO. () ( sl°4ng +m9 w conflguraapnsJ 6 PTherma-Tru:Fber-Clasalc and Smoodtatsr 7 g Therms-Tru Fiber -Classic and Smooth-6tar- 8 H. Therma7ru Flber-Clbslsloand Smooth -Star. 0 L Therms-Tru Fiber-Clessicand Smooth -Star 10 1. herms-Tru Fiber -Classic and Smooth-Shr 11 Ic Therms -TM Fiber Oasslcand Smooth -Star- 12 I. Therms-Tru Fiber-Classlc and Smooth -fir 13 m Therma-Tru Fiber -Classic andSmooth-Star 14 n. Therme-Tru fiber Classic and Smooth -Star 15 a. Therms-Tru Fiber -Classic and Smooth,Star to p. Thenre-Tru Fiber -Classic and Snooth-Ehar 17 q. Thermo-Tru Fiber-Classlo and Smooth -Star T ➢ ras..a 1 4- yL t ^�i �t:r�^ t�i •�rr�w ygY( ,g �l r 3aii'`i cil l�l 7fi7)'��I I 12i31/2022 No Yes Yes NIA 1213IJ2022 No Yes Yas WA 12012022. No Yes Yes N/A 12131P2022 No Yee Yes NIA: 121312022 No Yes Yes NIA 121312022: No Yes Yes NIA: 12J312022 No Yes. Yes WA 12/3112022 No Yes Yes N/A 121312022 No Yes Yes N/A 121312022 No. Yes Yes WA 121312tT22 No Yes Yes NIA 12131f2022 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Application Detail Page i d1 IM2021 January 27, 2022 PRODUCT APPROVAL `P'E(`;hF CAT H S`HEET (2o22) As required Florida Statute 53. 2 and Florida Administrative Dude 9137� please rook the initirmation and approval numbers can the building components listed below i eq by 1 � 84 � p_ p pP g 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 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL21.1 +.t17,fpsf 1/31/202 Therm aTru Finer -Classic and Smooth -Star IMPACT) FL204 8 + 7.01-67.0 psf 12/31/20 Therm aTru Fiber -Classic and Smooth -Stag (IMPACT) FL20470 +80.0/ 80.0 psf 12/31/202 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332. +40,0/40.0 psf 12/31/2024 P"GT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECT10NAL Wayne -Dalton Series 8000/8100/8200 #1105 (8)i7) F1.82482 +31.0/-88.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (18X7) FL8248.10 +30.0/ 33,5 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FL8248.11 +34.4%38,3 psf 1213112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc +607,707,727,747,and 847 Single I& Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 21 WINDOWS A. SiNGLE -HUNG MI Windows and Doors Series. 185 F L17499.2 +-�60.010.0 ps 10,�''�'023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01--55.0 psf 2/1612024 C. FIXED MI Windom and Doors Series 185 FL15349.1 +60.01- 0.0 psf 4/3/2023 P GT Series 5520 F L243.5 NIA 413412025 D. MULLION Mi Windows and Doors Series 57�64 FL15353.2 N(A 12/3112024 POT Series 5500 FL281.1 NIA 512612028 E. OTHER 3. PANEL WALL James Hardie BuildingProd. Deco lank La ;Siding and Hardi+ePlank Lap Siding P P FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented VinylSolt FL 5272.1 - FL15272.2 +75.0/- 75.0 psf 12/31/2023 Alpha Aluminum, Inc. t Solid and Vented Aluminum Soffit FL �6544 R5 1 54.2/-54�2 psf p 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,.1 IAA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Und+erlayment FL12328 NIA 16/29/202 C. ROOFING FASTENERS NOT USED D. ROOF VENTiLATORS Thompson Arch Metal Comp. Off Ridge 'Vents FL16918.1 - FL16918.4 NIA 9/9/2028 Florida Metal Products, Inc !lent RV10 FL21580.3 NIA 12/31/2024' Lomanco, Inc DA-4 Exahust 'Vent FL17202.1 +97. / 97.5 psf 12/10/202 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.15 - FL7849a20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc,. DMC 100NS, DMC 150SS, DMC 175S, DMC 204S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANED Global Protection Products • d leer Storm Panels Galvanized S t L 50796: - l= L15076. F 1 1 2 NiA 12/31 /2022 All American Shutters & Mass Galvanized Steel Storm Panels FL17869.1 NIA 12131/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS m Tie Simpson Strop g- sere chart B. TRUSS .PLATES ITVB Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser -Rim Board, LVLM PSL, LSL FL8527.1 - FL6 5 27,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NtA 5/21/2022 Commercial Concrete Products,, Inc High Strength Concrete Lintels FL1774 NIA 5/25/202, Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 9125202 Product Approval Application Detail Code EMiLv or apt ,(1p(g Data Pendfha j�tg Tvibe Ier$id 1NanufaMurer Contact Engineer & License yatitlated By validated SubmMetl FBC Atmroval Amrroved Status Revision 2020 Therms Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan)King, P.E. 07/23/2020 0711212020 07M0020 10/1312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 SubCatagory: SwingingExterior Door Assemblies- s)asperson@thermatru.co Compliance Method: Evaluation Report from a M Florlde Regletered Archheat or Licensed Florida Professional Engineer PI3Fi+t1470.ti5PrpduolS . .�. - (gualhVA$SgfanCa Approved for Use Approved for Use Impact eD sent S-9 Produpt Model. Numlaar or Name Produa Description ContractExpli ion Date in HVFIZ Outside HVW Resistant Pressure 1 a. Therms-Tru Fiber Classic and Smooth -Star Nominal8&#39,S Squotimpact&quo, Opaque Composite Edge Fiberglass Single Door IMM022 -Yes year Yes WA 2 b. Therma-Tru Fiber-Ciassic: and Smooth -Star In -in O n ' X con uration ( g/ stoop 9, fig ) Nominal 8&#X8&quotlmpact&quot; Opaque Composite Edge Fbargtass Single Do orvrifh 12r31f2022 Yes, Yes. Yea NIA 3 a. Therma-Tru Fiber-Clasalc'and Smooth -Star Sid'R(s) ( gl e InsvAn Ouisvwn 9, XO OX or OXO confl; tions) Nominsl8&#3g,S ikluot,lmpact&qupt, Opaque Composite Eta Fiberglass Double D=with or XX OXXO -12161f2022 Yes - Yes Yes NIA 4 d. Thema-Tru Fiber-Cfassk and Smooth -Star Without Sidelhes (lnwAng/Outseing; or configurations) Nominal8&#39;D 8quct;lmrct&quota Opaque Composite Edge FiberglassanOk Door 1213112022 Yes Yes Yes WA 5 e. Therma-Tru Fbe,131assioend Smooth-Sier onstiping/Outswibp- X configuration) Nominal8&#*;0 &qucklmpad,&quot Opaque Composite Edge Fibooaas Single Door with or OXO 121312022 Yes. Yes, Yes WA 6 f: Themla•Tru Fiber -Classic and : Smooth -Star Sdelke(s) (Inswing/Oufswing' X0, OX configurations) Nominal 8&#39,0 &quotlmpact of' Opaque Composite Edge Fiberglass Double Door with or OXXO 121312022 Yes.. Yes. Yea NIA 7 :g. Therma-Tru Fiber -Classic -and Smooth -Star Wthout:SideNtes (Inewing)Outswing;.)O(or configurational, Nominel6&#398&quotlmpaet&quot:,Glazed Composite Edge Fiberglass Single Door 121312022 Yes: Yes: Yes NfA 8 h. Therms-Tru Fiber-ClassicandSmooth-Star answing/Outsmnfi; Xconfguration) Nominal 8&#308 SquatlmpactkuotGlued Composite Ed9a Fiberglass Sngk Door WI:h 12C612022 Yes Yes Yes- WA 9 i. Therma-Tru Fiber-Classip':and Smooth -Star Sidelde(a) (Ir tng'Outsmng, XD; OX or OXO configurations) Nominal 8&t W6ftwof-impact&qum; Glued Composite Edga Fiprglass Dou file Door vAthof $Irlelftea 12J31)2022 Yes yes.. Yes NIA mil 1. Therma-Tru Flber-Ctasslo anti -;Smooth -Star without (i.ngjOutswMg, XX or OXXp configurations) Nominal 8&#59,0 &quotImpaoMquttt. Glazed Composite Edge Fiberglass Single Door 122312022- Yes. Yes: Yes WA I - kTherma-Tru Fiber -Classic and Snaoth-Star (I nswing/0ulsmAng; X configuration) Naming l 894WO&quotlmprect uol; Glazed Composite.. Edge FiberglassSingleDoor vAth 12131M22 Yes Yes: Yes WA 12 I. Themre-Tru Fiba-Classic and Smooth -Star Sidel&e(s) (InswingtOutswdng: XO, OX or OXO configuratlonO Nominal 8&#391.0 8iquoklmpad&quot. Glazed Composite Edge Fiberglass Double Door with or %1;1 12/31Yd022 Yes Yes Yee WA 13. mThenna-Tru Fiber -Classic and Smooth -Star without s(Insw1ng10utswing;:XX or OXXO configurations) Nominal6&#39'8&gUGt;M*act&qu01;'Opaque Compdshe Edge Ffbafglass Single Door Wth SquatNbn-Impacl&quilt, adellte(s) '13J3712022 Yes Yes Yes: NIA 14 n. Therma-Tru FTbar-Classic and SmoothSthr (InWArg/Outilv/ing; XO, CX fir OXO coniiguraticns) Nontine 1'8&039;a &giib,,rof t&quota Opaque Composite Edge Fiberglass, Double Door v ith /2/312022 yes Yes Yes WA 15 a. Therma-Tru Foes -Classic end Smood,Star 8quail, -Iml2add&qudlt:Sidelib a(Inawingloutswing; OXXO configuration) Nominal 8&#38D &qudLlmpact&quot Opaque Composite Edge Fiberglass Single DoorvvIth "fe(s) 1213112022 Yes Yes Yes WA 1is p. Therma-Tru Fiber-ClasSic and Smooth -Star &quctNon-Impacd&quot; ad Qnswingt0utswigg; XflXor OXO.configurationa), Nominel 8&#39,Daquoklmp20&4uot;'Apaque Composite Edge Fiberglass Double Door v&h &quot;Non�lmpad&quot; adelites '12131/2022 Yes. Yes- Yes NIA T7 q. Therms-Tru Fiber -Classic and ar roothStar (InsvOnglOutswing; OXXO confguratioh) B,quok Opaque. Nominal CompositeEdge;8 FiberglassangleDoor 121312g22 Yes Yes.. No WA 18 r. Themre-Tru Flier -Classic and S=oth-Star (I nsWi g/Outsw)ng;Xconfiguration) Nominal 8&#39;S BqustNand mpad&quot Opaque, Composite Edge Fiberglass Single Door With 12/31=22 'Yes Yes No WA 19 a.Thw a-Tru Fiber -Classic and.Snaoth-Star Sdel#ats) (InsxAngtOuisw4ng; XO, OX or OXO configurabona) Nominal6&#39:8&quot,Non-Impact&quo%Opaque Composite Edga Fiberglass Dou bie Door vAth or XX OXXO 1Zt3112022 Yes Yes No WA 20': t Therma-Tru Fiber -Classic and :Smooth -Star Wthout Sblelitaa (Insm'dng/outswing; or configurations) Nominal8&#39.O 8qu6tNon-I mpoct&quot Opaque:: Composite Edge Fibargiass angle Door I2I31f2022 Yes Yes- No NIA 21 u. Tiwma-Tru Fiber -Classic and Smooth -Star (Insvdng/Outsvnng; X configuration) Nominal8&#39;0 &quotNgn-Impact&quot Opaque Composite Edge Fibegis. Single Door with 1213112022 Yes Yes No WA 2 2 v Therms -TN Fiber -Classic and Smooth-aar Sidetite(s) (Inswin21OutsWng; XO; OXor CXO confiourattans) N miner 8&#39 0 & otiNorr-I ct& not Opaque 0 9 o Wa o Par Composite Edge Fiberglass Double DoorvAth or osJ r p 9 9 12/3112022 Yes . Yes No NIA 23 .w Therms -TN Fiber -Classic and Smgokh•Star without Side ites rtswl Outswin XX or OXXO I n ligl xx 9 config urations 1 Nominal 8&#898 &quatlNon lmpad&quoi; Glazed Composite Edge Fiberglass Single Door 1213112022 Yes Yas No NfA 24 1L Therma-Tru Fiber Classic and SnmothStar (Inswing/9utswirg; X rnnhilurabon) Nominal 6&#3988 &quothlon-Irrlpoct6quot Glazed CompositEdge Fiberglass Single Door with 'S)dalfte(s)e(Inswing/putsWng; OX OXO 12131/2022 Yes Yes No WA 25- y- Thenme-Tru Fiber Classicand Smooth -Star XO, or .configurations) Nominal 6&4M;8 &quothion- InV2ct&quot Glazed Composite Edge Fiberglass Double Door Wth or 1221/2022 -Yes. Yes No WA 26 z Therms Tru Fibsr.Classlb and Smooth -Star without Sldelites (InswinglOubw4ng; XX or OXXO configurations) Nominal8&f139,O &quotNomImp2ct&quo1;:Glazed Composite Edge Fiberglass.Singie poor - 12/31/2022: Yes. Yes. No NIA: 27 za. Therma-Tru Fiber -Classic and Smooth -Star (InswingJOutawing, X cq'rthguradon) Nominal 8&ff39:0 &qut;Nomimpact&quot Glazed .Composite Edge Fiberglass S'egle Door with X0,:10X 121311=22 Yes Yes No NIA 28 zb. Themia-Tru Flaer-Classro and SmodhStar Sideite(s) QnswingH)sitsw4ng or OXO. oorrfgurabons) Nominal 88df39,0 &quotNon-ImroactlIquot; Glazed 12I31/2022 Yes Yes No N/A Florida Department of Business & Professional Regulation Pe01 otz Braking Codes and Standards i5=21 Product Approval Application Detail Code eetliygr Dato Date Dato Peedlrw T.ml Version Manufacturer .'moo tagct Enoinear&Liconsa Yaadeteda4 VAlidated $ubmlded MAba %IVa[ hulayd star - Revision 2020 MI Windows and Doors &ent.Sltlines, Luis Robedo Lomas .Steven Rt Urich, PE 1Wffa020 101082020 1011S2620 12/152020 Approved - Categaiy: Exteror Door& t717) 365-33DO FE-82519 717)717$454 SubCatagoiy strfing. Exterior Door Assemblies bsMhSMQmMd.4om CoMpllance.Method EYaNatloh Report tom a Florida Registered Arehaeat are Licensed Florida Professional Frgrnaet Otu !fir, &ffirarlra Aobrov joy Uas /Ioprovad for Use. IRIbeGI D"kal $e ff .Product Motley. Numberor N®rne Product Description Contract ezplredoli Palo, In HVHZ outside HVHZ Resistant Pressure. 1 SERIE8420ALUMINUM SGD SERIES 420 ALUMINUM 9GDOXO 12/31/2024 No Yes No WA 145-314&quo1 x80&quct; :NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OX XO, XX 12A12024 No Yes No NIA 98&qua}80&quot NON -REINFORCED 3 SERIES 420ALUMINUM SM REINFORCEO SERIES 420 ALUMINUMSGD REINFORCED OXD 12/312024 No Yes No NIA 145.3/411,quot,05equot: 4' .SERIES 420ALUMINUM SOO REINFORCED SERIES 420ALUMINLJM SOD REINFORCED OX 121312024 No Yc5 No WA XO, XX98&quotxS6&quota 5 SERIES 420ALUMINUM SGO REINFORCED, SERIES 420ALUMINUMSGD REINFORCEDXXX r2/3111024 No 'Yes No, N/A 143&quot:X9e3qu0t: Florida Department of Business.& Professional Regulation PaG.I a Building Codes and Standard IM2021 Product Approval Application Detail Cod. 6n E3.4 it Data Pants- �Q gI4 Version ]ypgContact Manufaatarer an Nt Foaasew 8 Llcetxe Yalld lgd By Yailtlated Q � Aorrnival Approved fatt Ssi Revision 2D20 Wayn a Daff', a dvsion ofOvemeed Door Wayne Ko-nlsh John E. Soates Jeffrey P. Arneson, P.E. Ioll2/2D20 OW912020 1(123)2020 12M.5/2020 Approved Corporation (3301763-8121-PE511737 (904)821-5200 - Catepor 12.1.1w Odors dkomishQwayne-dalto.c SueCelegory: Sectional Etteriw Door A -101as lam CwnpllarmaMaenad: Evalualim Report from a Fields ReglsleredArchitedor a Licensed Florida Professional Engineer p:Lps7,4$44talkorkrda 9aal16 Assrtianse Aamavad for Use Aowovedfwlhe loruct Desion Sea a Prodxt Modal, Niarberm'Name Product pescnalou contract exmratlon Data In� HVHZ .Outside HVHZ R rt u e. 3 8000/810018200 #1105 S&# :AlaxwhIIh 1439•Max height: Glazing 1W112023 fJ0 Yes Yes 13100t-35.00 available in top or Intermediate sedW. 10 8000/8100M200#1123 16&tW: Max aldth.10#39 blaxheight. Glazing. IX312023 No Yas Yas +300WAnm AvailabloIn top or intennodlate section. 11 8000181OM20001124 168#32; Maxwidh 148WS: Maxbelght, Gluing. 1213112023. No Yes Yes +34.40F38;36 available in top or intermediate sedlon. Florida Department of Business & Professional Regulation PNe I ofl Building Codas and Standards 1+5=1 Product Approval Application Detall Cie Entity pats pig DMe Psndlna add IV-yaIA- Ilenufadurer Cemad. En,]-,r& Dears, validated ay Validated SSUb It(I gQ FSC Aopmml. A,,-,d -status Revision 2020 Curries Division ofAADG. Inc. Tons Ratfay UL LLG Troy ashop, P.E. 12%02020 12UI(2020 12212020 Approved Category: Fsledw Doors f641) 494-2815 954)947-0880 Subcategory Exterlw Deer Components tomsetayeaasasbiw- Cmnpilance Method: Certlticadon Mark or Listing m QualkVAssurance ApuroWd for Use Approyodfer Use IMaact Oeslan sae # Protluet Modal. Numpar or Nam, Product Descrial an CoNrapl EsNrolipn Data In HVHZ OuNkto NVNE ftsist.,at Ps,,, 1 f307, ?O7, 727; Td9 ?5T 711; end 847 single. and PHIM of Flush, Glazed, and L uVared sIngI. and pairs or 12312025 Yes Yes Yes NIA Doors - hollow metal dmrs. Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Faga1 M2 i+52oz1 ^W W C_ p }� L N Q. � O O .� U C/) CU CU 0 C 0 _o °D O CU U_ p > .N E 0 2 .� ICU 0 . � �//�/�� U) C1 Z Z W J _� ^m• N _ N _ I C N _ ryX ® 17 y Ill, 0 CU W Y L4Cn C _ ... c C: W _ M (! -. U N -_ u W A •C CL 0 0 S u L _ > O W cn E -6-0 ��•• 3� W 0 rL O � U 0 L W L) m 1-0 F- H O � W Z Z Z Q ^J I..L SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Page 9of9 Building Codes and Standards 10=22 Product Approval, Application Detail _ Code Will M P& pa Fda ,Date, jgg Vse'Manufacturer contact. EndltiesrffLcenge Validated By Validated Un FBD Appel 9erna s Status . Rau i n Revision I a r - i Co -" - :202 The ir>a Tru r orobon' S -vejea "-` 'a' ch i f" E anJKing-,- is tson. L lid n F S and P . P.E.P.E psi Rv.. 0 1 02' 1Qt 712 21 091 8r2 1 ' O1 2' 1 1 1 3C20 12116/20 1 2'' rave: A d Cate o � EXterror Doors - ' g IY' DOwa. 8 8.. 7528 PE: 4 0g ' 81 `167-6555 00 ,43- -434 C ) ( 3). .. - ButlCategOry:;Bwirrging Exterior Davr Assemblies sjaspersonotllenriAtru:eo - COMPllanlx Method: Evaluation Reportfioma in Florida Registered Architect ore licensed Florida Professional Engineer - ia fi rCta 3,R , ,.... „,... �tordved'for.Usr °r Cruallty Assuranas- pDnroved forUse mac-. ultil Sou# Product model, .Mom bar ofNaga Prod lot Descddtion In HVF2--. Dutside.HVH2 Resistant: Pressure 1 a. Therml FbenClassio and Smooth -Star, ... Nominal WWII &quotNom-lnpar#&quo>;-Opaque 12J3112022 Composite Edge Fiberglass Single Door Na: Yes NO. WA 2 b. Therma-Tm:F loar-Classic and"Smooth-Star (Inewing/Oulswf:ng; Xconfiguratic o Nominal 68*50,8 agtlot;Non.Impact&quot,Opaque 12/a112g22 Composite Edge Fiberglass Single Door with Stde'ltl orQXO. No. Yes No :NJA:. 3 aTnerma-Tru Filer-Cbsslc And Smooth -Star Obs, }nglouthwhlg-XO ©X mnFlgura6onsl, Nominal 6&N39;8&quct,Non-lmp,sOs& otl.Opaque 12i3112Q22 Flbargtass Composite Edge Double Doris with or No Yes No. NIA 4 d. Thamia-Ton. Fiber Classic and Smooth -Star WthoutSxietites (Invwirgl0utsWrtg: )Xa OXXO -calfgunxUons) Nominal 7039 0 &quot;Non-IrrpactRquot: Opaque 1213112Q22 Composite Edge Fiberglass: Single Door - No: Yes No NJA 5 a Tnarma-T u F pa =Class c an Smooth Star (Inswlrig/Oulswing „lt configunitil Nomlpal T&i 39 0 &quo Nbn;lmpacT&qu, t Opaque 1275112p22 CompositeNIA Edge Fiberglass Door With Sdelibill lOutswng; No Yes No 6 f. Themes-Tru Rber=Clssato and 9imathSYar (Imeriri :XO."OJC or OXO configurabill Nominal 3&1739 0&quokNon-ImpariBquoC. Opaque 12131=22 ComposiR+ Edge Fiberglass Slhgle Door No Yes No NIA 7 g. Thi3rma--riai Fiber -Classic and',Strwoth-Star (Ins ingrOutew¢rg; X goriNurall Nominal 884390&qubtNon-ImpectIlquil Opaque 12131(2022 Cpniposite Edga Fiberglaso,Sinp16.090rvnth Na Yes Na 'N1A. h-. Therma-Tru.Fiber- ie :Claav and §ttooth-Star Sidelte(s) (I nsimWoutevang;XO, OX or OXO configurations) I6 Nominal 88 ;0 &quotNotrlmpaa&qu Opaque 12131f2022 Composite Edge Rbeiglass-Double Door withor No Yes No N!A 9 1. Tnerma-Tru Fiber-Clarasicand smoothi without Mai (InswinglOutswing, XX or:OXXO coniigurations)- Nominal S&iit*89quotNon-I mpect&q(iorl Glued 12/31=2:2 Compositd Edge Fiberplass Slhgle, Door NO Yes No. 'N/A. 10 I.Tnerma Tru River-Cbsslc and: Smooth -Star - 'Ilhswingibutcweag'X oonhguraiipni Namina(6&l&quot,Npn-ImpaG&quo`t,Glazed 12f3172022 Composite Edge Rbargle Single Doi with XO, OXO NO. Yas No: N1A 11 IThermai Fiber -Classic and: Smooth -Star Sideifte(s) (msitimgmutstiAng; OX or mntguranons) Nominal6&#39';&&quotNonlmpav*uot:. Glazed 1213173022 .Composite Edge Fberglass f obi Door 1 ith'or :No: Yes No N/A 12 LTherma-1'ruFibet-Claraiand SniocehmStar will Sldelikss'.(I6awingfb,4 1ing;,XX of OXXO Nominra78ii!l ra Nominal 78.#39;0 &quabNan-lmpacEBquot; Glazed 1213112022 Composite Edge Fiberglass, Singie C'biir No: Yes NO -NIA 1S m.Th.r--T-Fiber-Claasir®nd :Smovith-Sher g l 7&ASi#;p$g ot.N6nr Immpaa*2grloN Glazed 12131rem Composite Edge FbergleasSingla Dooraith :NO Yes NO :NIA 14. M. Tnerma-Tru Flbar:-Claaslc sand Smaotn.Star Sidelit (s) (IhaWng/Outswfng;XO,OXor OOtO ppnhguratf4ns) . Ndmkial8&s139i0&quot Non-lrhp>za&quott GlaYgd 1213172022 11 Composite Edge FlberglossSingle poor NO Yes NA NJA 15 0. Themla-TN Fiber -Classic and:Smooth-Star onsV4ng oittsvdng; X Wntlgurebdn) Nominal 88#N,0AquobNon-ImPact&quota Glazed 1203112022 Composite Edge Fiberglass Single, Door with No. Yes No. -NIA._ 15 P. Therma-Tru Filler -Classic: and'Smooth-Star Sdalte(s) gnsefrVOutsl XO, OX or OXO configurations).. - Nominal &&#39 Q &quot;Non- mpacAquot, Glazed 12131=22 composts Edge Fiberglass Double Door Wrn or No Yas N. NJA.. 17 q. Therma-Tru Fiber -Classic and S e.th-far without Sidelites (I nswirglOutswiclg, X2r or.OXXO' configuration l Namklal 6&ihii &quotNomNImpso%gQ,od Opaque 1213112022 Composite Edge Fiberglaas Slhgle Door with No; Yes No NIA. is r. Therma-Tru Filler-Claeslc and Smooth -Star - Transom (Ins+.urigOdawing, =configuration) Nominal 09#30sAqual;Non4hipslAquot; Opaque 12/3112022 Ciornip.eil Edge Rbe(glasSiogle;Dogc NO Yes No NIA 49 P. Therms 7m Fiber -Classic and Smooth -Star Sideline sit malTrairi (lnswinglOuiaWrg:"O1XO; 01qX or OIOXOOonflg ) uliaNdns ' Nominal e&#5J8�,quot,Nan-lflpaci&quoG::lSpaque i2)37f2432 Composite Ewe Rl emglasa:Single Door With No Yes Na NIA 20 mi tThea-Tru Fiber -Classic and Snaloth-Star S cralib s) (Inswingiout nT. XO, qX a OXO Continuous Head and Sill cOMigiJratlons) Nominal 8&919,e&quoTNon-lmpacffili. Opaque 12f31f2022 Composite age.�Rber law San le Doowith No Yee No NIA 21 p.Therms- n)Fber-:Clasalcend,5' o •Star _T L... ...moth - SidelteO d nsan glOutewfng,XO DX a aX0 Cgntnuous Head and Sill donfigurabons7 ,.,. „, N' -& u "'. :._ u ': Nominal of Ngna ci8 Glazed 12131120- Composite Edge Flberglaas.S'cigea Door with No-. Yes NaNf- No NA 22 Y, Themia Tm Fiber-Classncand SrtKmthi - _ Sideite(,$) (Inswiing)OOlva ng; XO; OX a OXO Continuous Head arid Sill wnfigurator s) Nominal 8&9,,60&griokNoninvwt&quoC Glazed 1Z3112022 Composite Edge Fiberglass Si Door with - NO - Yes No. NIA 23 w;Therms-TruFiow-r-lessloandSmooth-Star $Idelteti (InswinglOutawing;'Xe, OX a:OXO Continuous Head and Bill-co1$gurations) Nomfnal669166i&quot,Non-Impaot&quMt Opaque 1213112032 Composite Edge Fibergiaee Door Panels with Vented' No Yes No NIA 24 x Thomia-Tru Fiber-Gassicitund SmodtliStar adeltta(s) QnSwringlOutir lg; XX, XXX Or XXXX coriflgurafivns) Nominal 88934;n &quot;Nm, Impact&quat; Opaque-1213.IM22 Composite Edge Fiberglass Door Panestr ith Vented No Yes No NIA 2.5. _ y. Therms Tru Fiber-Classleand'smcoth>Star Sidelibei Vnswfngloumvaing,�Xx XXX a X7g0C. oonRgurat ohs) , Nominal8&ll3BrS&guco Non,ingsaef&quota Glazed 12r9112022 Compost@ Edge Flberglass f)oor Panels vAt11 Vented X)oot NO Yes No ri 26 z: Therms Tni F@)er-Classic9ndSrtlOothStar Sidelite(s) ttnswingloutiewing,_XX XXX or confguradonsj Nominal 8&M0&quar,Ndn-Imp,ac1&crl Glazed 1273V2022 Composite.Edge, Fiberglass Door Penetswith Vented No Yes NO NIA. 27 za:ThermsTriHimar-Classic andSmooth.5tar Sidellai(s) (Irlswing/0utsvtirrg,'XX. X3Xor XXXX apmigUiatiana) ' Nominal S&i%;B,&quot,Nanrimpect&,quotGlazect 12t3i12022 CiDmposite Etlge Fiberg lass'S'rggie`Door wth 3&g39, D adeite(s) XO, No Yes No1NIA 28 zb. Therma-Tru Fiber-Classlc and So�oth-Star QnswinglOulswing; OX mOXO Aonf utatons Nominal swg:o&,quic;Non-lrrpad&quok Glazed 12731/2U22 Cnmoosita Edge Fiberglass Double Door with 'n . No Yes No' WA 29 zc. ThimmaTFIb- orClase,s and 9mooLh-StarNominal 31laiii i t In Ouistmn Ow S del nos t soli gl,. _ - g, ednftguraiipgl 3S, qust,Nan-inpactl skill . 12f Composite Edge Fiberglass Single Door with-3&gSidelitea ;:XO No, Ye No MIA 30 - zd. Therm -Tru Fiber -Classic and SmobthStar a Inswin Ouiswi OX Or OXO configurations) iP n9� ' Nominal 8& 0& u Non-Im uric: Glazed lWlii2022 #3B, oL 9 PactDo .. i Posits rig erg Coo E'-eFi Iass:Daubla Door With "O)CXO No Yes No N/A S1 ..- a Taematru:Fiber-CIa aIcandSmooth-star 39gf3B'0Sidattes InsvA. Outawln I g g conf(9ufa bon 1 Nominal 783B4O.. & u4k V n-fmsaet& uot-,.S..ndker 126110 No yes. NO NIA,•- Florida Department of Business & Professional Regulation Paga l on Building Codes and"Standards 1 11i512021 Product Approval Application Detail Code to Data Pori g)gg ' L Ikp� V�Oil Manufacruryir Center Puiolneer&Lloeteaaaildated8wYPISNI@g119diiLdPBCApnrovat ' . " fit' Affirmation PGT Ind -tries:' .lord 2029 - Jena Rosowkl Mt-t-I)da Moto MJ.mi-Dade BCCO-VAC - s R 11/OS/2020 11N52020 11i11F200 z Approved Apse, d , Cataganl vNndows:. (941)4613-0100 (786)3e5-2530: SubCalegooj': Single Hung IrosvwskimpgUndvsti Campllarce Marmot' Cemlioahon Mark: ar. using rim natty Asamanca Amoral for Use Aoorcvadimlls � Cost", on geu #:': Product Model. Number or -Name'- Product aeseHo2lon: Contract ExultationDotyIn HVMZ OWelde HVH3- Resls'ta111 Pleasure 2 SH55M (Large 1M.cr. impart); Vinyl sable Iruns Wirttlo,.: - 0713or,2fY25: Yes Yes Yea NA 1W 71CaIt. Jo=ion:. Manufemonir: Revision 202o MI Nodow4 end Doors Category: WIndoes: Su tiCaregorN• Rcrizohtal older Corcpliance.Memod Clarification hark Or Left RL1Ft s �'4•Ra17roduet $a" Product MotlaLNumben ,Name 1 -HS 180 Fin and Flange Frame Cosa 3tes Version AMDurac u e Florida Departmer t of Business & Professional Regulation Building Codas: and Standards Product Approval Application Detail Entl[v Or .Corsi EnalniI Lleamr Validated as Brtnt.st1" er a co Arch Nest .Steve' .L1rch E nD hm d o u[a( - n M. , 7 .. P 7't7 365.3300.-mrimlacturers Asseclahon 1 317c645d' ) C bsNhgeramiwd.com - Ro d.& Dosigriln. 73z621nsulated Glean ovian02A Florida Department of Business & Professional Regulation Prodigal Dose fohon. Venccal Al.min- V iroti Dale DO Vandaed Submitted f.@& 10106J202p 1D1002020 Approvedfor Use i11 r)eeLDxs, InHVHZ Outsides No. Yea real are mrol ft steam" Old- 9o71si APP-foed Impact I cation. Filslsiast nr' ssur No -WI-S5 Page 1 of i iY5 mi 090. Data Oat. pnondine. ,fie. varidaaea .Sub H d. Rat Aooroi Appro, aides /0/0912020 i0foenwa f0/197202o 1211512020 A.onrwed irgill Daaipn. R,tistwt Prosooll Yee' NIA Florida Department of Business & Professional Regulation Page lore Florida Department of Busiress & Professional Regulation Page 2or2 Building Codes and Standards isvi igl Building Cosies<.and Standards I M2o2) Product Approval Apollo atlon Detail Product Approval Application Detail Coda emits or Ceti its. Date PsTagir a. KO cods Entity 0L Dare. ,DI aaro Pending. Pao ]ypg YeYiiar. Manufacturer. - emaad Enofpeer a,Ldmrsa validated eu. Valltldetl. ISu rnl Ned FBC'Agornvel: ggg[gygg S7 :atus. 7J12i Varclod Manufacturer: cooled Enotnaar&�lean�.- ValiaaIt dSy. Validated uB NniRad faC,Aenrtival. Aoerovee EAU ... " o ': :" Rtvr tali 2I HarPalI(rd09 Products lnI .. �. -.. ,...: Ole Andre:"Tula :Joh t. E. Cheri r-6il V. w n, oo haul, R, .. 0 10-12 i 1 020 i.. ,9..02 2114f2.... � 0: 8 2q jM 12b... �, ,,. ;d F - n M9 Pao APp Ra sem 2020 . N.I Aiside: a L: d PEr: P.F. Nick Thcmp an Yn on PrSchmldt„ ,Ryan J. King, P E 2M 5r2021 02n5120.21 b2r27202d _ M13/2(I21 .. MPr wad '- Curts CMegory; Pal Walls' ': '„ IrAQY 5d5.:83oQ: PE 81 S82 (352)3e7252a.7 - category!'PanefvValls+ 'f330 522-238g PE:43409 613 7a7-a55S. ( "Categyry: siding chid dienii... ahsrdl. - _ ii.bedegory:: Soffits' -mhanpsonMeisida,co , Compliance Melnod; Evaluation Report rom:a a- Compliance Method: E1101.0 in Rapon InOrm Z Floods RegistaredA: ,bilect as Licensed Maine - Flodtle RegistmviiArchi a a Licensed Plaid. PrdesstondExear Professional En ser -. _- -. ,iii'6d32:a9�Prtrducfa11, . -: :: .. . , __ -_ _.. .. _ F it'4sx7'aarrni3liata - _ Quall s Tahoe _tYA�€g Awroviri use: Approved rat use ) l01g&&1 sWL Quality Assurance , A Dora Aaoryve .nor Lisa A J! wad iorUse Impact pgggr D. Seale' ProdUof Mosel. NUmbat Or Name PYOiteel Desptmtlon CbntraCi FJlbbatlOn Dale,' In HVHL'. DVlsldq HYFIL' ResletaW P1'Sssljr'e'. Sim A praduet Mntlel, NumtferaY:Nema ROAuct DescHotlmi: GaMracf'Exnlmtl'on Data In NVNL Ou[sltla Hl/HZ Radatanl. PrsaSUt'a 1- Campltak Lap Rdihe fbi,iment lop swig 1275i/2022t Yes Yea, 14A NIA i 'a. siquct2T8qupt Soffit. Vent or laded VeiySOM 1273172023: No Yes NO N7A 2 H-I.Plank Lisp Sting Aber-oomonl hip:siabg im,112M Yes Yes MIA WA 2 b. Aqud:Nlasec, T4&quat: 8orit Vint dr Sago VW SPFB. 17f31t2023 No Y.. " Ii 3 c.&qud:(trsenoriar Mribig. Beededil,li Will, Ventor Solid Vinyl SOME 12171RO23 NO Yea 140 WA 4 d..&quht sis qua: Soot Vent or Sold Vkryl Saifit. 12rwaoiz3 No Yes. No; MIA 5-er&qud;Chater.Dak&quot:;Sotni Vantar-Said VinylSOffit n2r2lli 8 No Yes- No NJA 'O t&qud"Super.Spsn&quot;. Scot Vantoe Si Vinyl Si 1213112023,E No: Yes. No NIA Florida Department of Business & Professional Regulation Poll Of Building Codes and Standards 10Yer2031 Product Approval Application Detail Coda. En kv or l;i411. 21119go emd¢9 Date v��.Manufacurer LL t SltE.4di : Ys� �4IDite; :P6CAsiorayal Asionove . in* - Rai - 2(I RaWswn 20 AMKQ Burdm o L C R@rli Eon Robert NlenVnem John KnazaNdi PE 20217 10,04 09R92020 10Ji7,2020 12M52020 W ared Mph. category: Rohl Ill B24=Ba44. PE-3ata6 FiS4I72-6�24 eubCAteporY Underlasma.r" tam admi6amka corgi' C.Mllortee Method: Evaluatbn'Repo t from, a Florida Registered Archt.ct Or. Llcensed:Flald. Professional E ginea # tli8=ii4FmHu@fs i :,..: _ _ _ :- a -_ _ _ _ ,,.. _ ..: >, x ..:- " - » ...: A, _, - , ., _ --<._. . $Es# Product Model Numpy $r Name , t Quality Asauran ee rotlubi ..Hdtim. Carifrapt pkaliO only.. �_24 -FL_D Amravadf ruse. AlLisa Im�aet OWawa HiW R lDid a �21Sati las" Priv �9m 1 TAMXO Roof Underiayments(HVh27 Roof undadaymantil use In FBC,HVli2 06129I2023• Yes No NIA NJA Ipdddetbns 2 TAMKO Roof Un1adaymcM9iN0N4w1VH2).: Roofundadaymehtsfdruseh FBCnrn HVtV 06r29rz023' - No Yes N44 N7A IMistictlons. 7taR )arsioni asomiadureV Revision 2112c LV. Thompson, c. dia Thom soArchitectural Ntectural - - Metals Company tTAMCOi - - Oategory: Moving SuhGatepaty: RcoingAccessories that are so Irdhgral Part tithe Rmftng System Compliance: Method Evalumlon Repon'bom a= Florida Registai ed Architect m a Licensed Flaide Professional Engine. cf f t4:1id _ At Product Modrl Number or Name. 1 TAMC4 Flat ToO.011-Ridgo Vent with settle for TO 2 TAMCO GoogeneokYem• a TAMCO Off -Ridge, Roof Vent with Bette 4 TAMCO Round Top Otf-RidgeVent Mon BaMe for Tile Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprovai Application Detail 41.1mad Enoic-&Llcane9 VagdatI �+ �TonyChriernan Zachary R. Pries[ Steven M Ulrich. PE i&13Y2483456 PE-74021 '.(717)3174454- lonvagPnwtahaotingldom Product D"yli.tkrn 26 ga. static roofvemdatorviith bath: 26 gA. 26 Ill static romvaMllatorxirh Integrated bafile- 26ge.state roofventhifth or battle Past.1 art i+3+2021 care. Data Date Pending Dom. e Submitted �� 'dared: itted FBC AlMn-al A Iseloul Oa"17lX20 OWIV2020 oti 02 '12/15=20 roved Iz2f2 Approved AiiUO2a2LllL. .. rived for use. UAW eel rff i� OUMde HVHZ. Res-'� Pro In HVHL resistant ire. Yes Yoe WA MIA NO Yes NIA .01-52i6 Yes Yes NIA WA Yes Yes NIA WA Florida Dope dmerrt of Business Professional Regulation Page,I hf2 Building Codes and Standards, ir4ga i Product Approval Application Detail Code fntliv Of Veto J911 Data Pending we T`- Va " 4p9 _.S"�R :Manufacturer Comad. En'otneer&Llcanso Yalltlalea 6v v tidal d sulimmgd "' a '�GRC-Aopaival' Apprpv.a Stains. Rai a n 2020 I.. n ye, and 0"e.. M lhh tla 0 ors ....' .. "t winger :'e cu arcfil 'cf n M. titan E f3rn sill Der Am. t n to ure.l Sieve M ..: P 1- ?J020 1 1 12..2. 1 i22r2620 1 1 r28f2020. rosaA APP Gateg WIndow3 (717 Y385-3300 Man.titsslurorAl Gan rY1Y)17-8434 -.. Subcategory: Ftxed psltinger@mk!,pAom Complain. Method: Certification hkok Or Listing .k1:3$IR-iU#'i+r`o"Jueis _,. -. > Product Model, Number or Name costly 4sarigh . Product OescNotlon' contract Eaol at C r la1 Data: Approved ApmoWdfer Us.- -proved for Us, :R n Outal HVHZ 1mgDa1 17BSL9Il. Resistant Pressure 1 165 PA( .. '7$ x 2Insulateo lass b 3 02 : 7 4703/2. -3 G N o "Yes N - o .80170 N Florida Department of Business & Professional Regulation Pag.1 or - Building Codes and Standards ti ProdUl Approval Application Detail CO* El Or, 261. F" Data Pammrio Rota Im ve to Manufacturer contae, EYmb filer& Lice se Validated By Valldated Submitted 760 Auoroyaf Anomved Slams Aftbmetion 2020 PST Industrial Jens Rosos Al-lAieml-Dade: Ill -PER M1-1-0.do9CCD-VAI 11/05n020 11105M20 11/1112020 Appro::�ed . Cal® my,_Wrdiii (94"g488.0100 - (7 ,315 2590i soicahgmyry Mullim9} 1,10orsIdApgilndusutea:e - C4mptan. vA.k1 rid- Gartiscoflon Mark br Uslind On, .. _ ,. . _. Gustav Aasmams :Aowaradfmuaa .Aoor-riforusa impact. De t sea#. Produet Model. Numlbir or Hama Product Description contract.ExolrWlon Data bi MVHZ outside HYHL R"Wtenit. Pressure.. 1 Muscles fd'AII Doors.: and Winc#pWa Aluminum Mullions 05725/E020 Yes. Yes Yes: NIA Florida Department of Business & Professional Regulation Paso I ors Building Codes and Standards: Yrarm2,1 Product Approval Application Detaft . Code 2" Dip Pearson - Dot - trauM,Date Ty)¢ Verses[ Y' asnufacturer'- Contad' Cadineer a Utopia Validated-:Bv 2Nldateasubmitted FBC Arvalm r Aodmved Status o e16 20 G R N ,n 20 AF Mich a.] le Robert Nleminon John . Knazewd , PE lot. @ .... vp h D9 9 020 :..1?ORP20 A 21J2 10+D22020 1 0 2/f5/202,. Approve0 Gategary: Mooing; (690)7663411 PE-5066 (Di 772-Pi224 - 6uhCalegmy. As{4(akShim olm mstiob@ ar.aam'. CAnM iPllance ethod: EveWatitnReport from Florida Registered Wdltect or a Licensed Florida Professional Engineer-- .FU't}"?diS2alRbdact4 ,1: ;.. -: ,. o- :, _"." `.:,., ,,,, :: ,-',-,­,I; 1_"I ' _ - I�, Dl1a➢fy&IWAlree Aloyedfa Use: P lates£1 I `'# Pr'dud Model Number m-llama �.r9� 4 -Frodud 0.acHatlon Cordraet:Eiioiratonade. ID.Bl1JZ O'ulside HYHZ lir5titiDt P s ' .L-eJir.4:. 1 GAF AsphotRootShbritas Fberrisssieirlomediliteh, laminated, 5•tahand I2r18i 'No Yes NIA 'MIA hip,tice. asphalt shirgies: Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pa'i qr1 16102i _. Entry or to Davis Panting ppl•0 Tom Version 472nuf0'cturah _ Coifed ._ Prwkt aor A,LI a Validated III Validated shbmified iAponaval Mi &anus. nPDlD R.Askin ZD20 Florida Moral Products Inc. Clark Jones James' L. Bveri r P.E.Q Steven M. Linde. PE DW272)20 6gf25r2a2d 10,0472020 17.M&2020 Approved Category: Roofing:- - - (904)783-8400 C8UCK-Engineering -- (717)317-04s4 - SubCelagory: Roofin ....agdr4 that ere art ptork@11- ohm PE-31242 Integral Pall oithe RoiSysem Cothplarnio vital EN01iiim Repot from,a. Florida RogideredArahlled or a Licensed Fiai de Prolesslanal En 'near g, f§ - Quailtp Assurartco. Aggrovedfor Use Approved for Use ill= Delgns sm.a. Product Now. Number Name Product Deeerlotlolt COMreet £:icfratlorl Data puteld, ID.tll81Z'. Ifyi Resistant-e' pr.saur 3, 3- FLAMCO 8iquo RV lO RidgOV.10quota. AluminumRit(ge V@lire, hr piton@d roofs fabncst@tl 12f3112024 No'. Yes: NO. WA Irom 0A25' Aluminum Florida Department of Business & Professional Regulation Poll Florida Department of Business & Professional Regulation Page i as Florida, Department of Business &Professional Regulation Pao.1 of I Florida Department of Business,& Professional Regulation - Pagel Of Building Codes and Standards Iffi Building Codes and standards la)262 Building Codes and Standards 1720022 Building Codes and Standards 1252(172 Product Approval Application Detail Product Approval: Application Detail Product: Approval Application Detail Product Approval Application Detail c§93 l - Pete R§le'. DataPMiditit ,::. Fps:' al It EDtltite{ ,. ...: CIO rateable ..., Apra C^da,.. - Eirt or -. _...... -. _... ,.,. itya Date..... _. Data:_... Data Pendr -. ng Die -. _............ Code .�. ant .. €-Ltyor D, . Date Parrdlad... ... 1�4, .DODO ]IfP.tY YrL2190 rdanufacdurer Coda l::. Endn�r&ucared vaudataeev. Ya6datntl StibmittN. PaCAoorahrd A s oaf¢ A �.�ili.. ]3t84. _.. 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Ba nardo RE T $ P.E. ra n � rrnj Islnop 10i2872024 10115=20 111051 020 2 12ti6=2 i 4 A . rwv p d p - Category: Roofing (501)063-6163 PE31342.. (T17}317-8454. ,, ,� Caregnry. Reefing C0111360.609i SeMees LLC (205)854-0160: .. .. .. Categoy-uiiutters (H54)b89-7545 PE44167 (954)7725224 Catagol'y:.q'rutters (561)712-9862 PE-0046549 (954)947-0880 SWCataiii R.909 Accession. that ere an k alleyebmanco;com> subcategory_ Rooting Tiles RobinAptleisnCibalU-do - SubCategirli Strom Pandits tim,mbinsion0pppentmm SuhCatarlory;Stgrm Panels mikab@aliamericanshute- - IntPacfthellooilnp Sysit on ComPIlaeeaamodEveluaiR froma m Compliance Method' Caru oReport - compliancelalice Method: Repeama- rs.mm" "m uanea metn'od'Evaluatlan Report trams Product Evalua'NonE Entity Florida fat "rc iteatora Llaanse ;Florida d g pied A h d Florida rchhect or a LlOensed-Fiore a iA d. Forida Re istereclArchitactma Licensed Florida _ .. t - ,_ , Profasattmal Engineer Prr>fesslOnal Engineer Profasslnel. 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No Yea - f NA -A W S rr 1PrOtlUCt Model, Number Name DV Product OeacripNan CgrihaotEmifaton Dam in HVt2 Outside HVHZ es R Istent re Pressure SillN Product Model, Numberor Name _ N Product Description Cgntravt Exoiralion Data In H2 Ou6iida HYH2 Resistant Pressure sapz Product M del Number or N IYWuci rlesc -pggn contract E wratwn data In.NVNz ouleida Nor¢ Rxis[a a PNsw,q, Thatch camp; Impact - 1 ?A Gags Galvanized Steal Storm Pa[IeislHMiZ Corrugated Galvanized Steel Storm Panels renamed. 1213172(712 Yes Yes Yes NIA 1: 24ga: Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 127312022 Yes Yes Yes I 1 Deck•Arr'r".DA,4.,W-Built Deek%r DA-4. Lorr Ptoile. Pol ypropylena Rosh., Uanl. 14/102025 No Yes No +g7:51.07.5 1Z Saxony 600 Slade, Shak'e&amD; Solt Shake Flat Prolle Sfcektan. CA i2/31C2020. No Yes NIA WA taGalva provide hurricane - .. Mechanicallylgt@ghedfq Plyulood beck,: 1&: Saxon BoO-Sf.ta Shake: rim Ill s6 ice y ,. a: P.SP A PI rode -teaks GA 121312020 at P No Yes N1A WA � '-" 3 ii Gage Galvanized Steel Storm RanalstNHVHZ -5aneitrela Corrugated Corrugated Zed Steel Storm Protect renamed: 12f3112022 No Yes Yea NIA 19 'Saxony700-Shake Slatabsmp Spite Shake FlasProflle 8fockton,.CA 12f312020 NO = Yes. MIA MIA 20 20 senior, g ShakSl e, ateAnnip: Spiv. shake Flat Proili. Rare, CA 1213120No'. Yeo. MIA NIA 27: Talaa�+analsMrmi High Proles Katy. TX 12131 f2020: No Yes NIA NIA tracks to or not bytracks to provide hurNcana protection: 28 Vile Low Profit - Katy, TX 1:2/ i=20 No YAs NIA :NJA Florida pepartmard of Business & Professional Regulation Building Codas and Standatds Product Approval Application Data Pop, I art t f7/3@i c.Qd4.. Entity ..,. Dare Data PA.Pning Ac. JgYro Mahargeturaa contact .. Ptalaaer&llcahs0 Validated submitted :FBC Ao,mrs.1 AofeV Rangn292a AloneeStuartt L'e iIs ICC EYaIuaBon Saralee, LLG WittWifflem M Ranieri. PE 103lz(z20 11002020 IWO&0 Approved cereal Structural Components 1321)710-3377- (407ta61•ta17 - SubCategdrq: Truss Piat@s . avh@.Pkld..cpm compliance Metl)od: Evduailon:Report from a. Product Ewluatlon Entity #LtliT9'9,Irt RrpdadNr' . - s: , "~f ^D-1- Duality Assurance A=.ifgd rUsa :Acia-dilfarDsis Impact Pr del, Numb Na- odUEt MD era me PradliLt aBSCHOd join Comract Esolratlon pi VHZ: Outside HVHPPressure 1 Hi he &am -S /Npi 9 Siff ITW flCG 'lie r strength rite ... a ) Conn to Plate Motel es 12131/20 sad Yes Yes N7A NIA 2 BCG Hine Plate /Afp1 D ITW 'lie C ate Metal Connector it 12/3 4 Yee Yes NIA WA 3 ITW BCG/AIilna Trull. Moral Coinedor:Plate. 121312024 Yes Yes NIA NIA 4 rrwacwnpineWave :Metal Connector "Plots , 1W31RO24 Yea' Yes NIA NJA Florida Department of Business & Professional. Regulation Paul all Building Codes and Standards in/ro2i Product Approval Application Detail d � site Date Pandno. Jam§ TS'gQ" Voln Marnutanurer rim &LlOenae. Validated M contact, M �S a PEC Approval YD114at@9 4D4mitt� BeDt9-v4Cr.. `�1" Revision 2020 CAS?-CR ETE:USA',: LLC Craig Proloo MldriilDody BCCC-OEM Misiml eBCCO'-VAL 1112=020 1M712020 11J2'7r,l:l APDrbi Cairgort: atrudturel Component4 ili 621.4641 QSa1315-25g0 Subcategory:. Products lntroelurmd as a. Result of ep orclitIeasicrete.00m New Technology - Compliance Method: Carriflostion Mark a Listing ,-., YiiiPi-ear zu ,' " _ " .: " coal Assurances Approved for Use A l m na d ipr 0se igygW s Dar' of §kl Product Medal. Humbor or Name Product DessrN tion Contract EXulYatlen0l In HYHL..: Outside HYHZ: Reslstala.. = Pressure 1- li Strength Cngrete Lntels 46,8, and 121nch wide: lintels 05t2112022 Yes -Yes NJA NA Tim varsihn Nlsnuratra- Revision :zi ovminaclAl-:C Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of W-14Z ofi lty O owe sae, 0III Poridinai!eta camac. Parabola c&Libee,, Va1[tlal by aldafad Submitetl Fac'Atimmv: Rgorovad: status. Rode 01116.' aeonuelA. Grie ba..r Jdin Hoy IVIGR020 t2Me12020 1222020 ong PBC'ApBr 8 659-3707- E-34245 352 588-5311 ( 13 P t ) prece9getorQyahoo:aom Yivalrly Assurame, Arid Mrsif fiau- Aoorpvad f-Lisa- IiDg3l3 lice Model or PmAuct Cheiel irton. Contract EsdratarData Z DWsIde HYHL P :@ rRorhret M Selriiber Name 3"D.g_ � assistant reswre 1 Quality Precool Or.Commarcial Comfote Products Precast and Prestressed Concrete Lintels- 05252024 NO Yes NJA WA Florida Department of Business & Professional Regulation Pi ore Building Codes and Standards e129/2pgt .Product Approval Application Detail: de C Dab Pandits _g- EI1tilY0 a, _� � � .1re Til van . Mmtufacturer contact License Validated By Val ied "nalifted PSC Auproyal Approved-- aidus Attrtnatln 20 20 Alpha Aluminum, Inv, Jose $llya:; LUIFM Lomas, Stevsn M; ylrloh,;PE 1111 ai I I A tizilm Iimii ,020 APpraa@d. Cateaayt Panel Wails; ,14091 swy on PE-62514, (71iYi0-6454 a.bCa igory: SolFits .1ph ooluminumincb'�teho Compillia eMetthod: Ereluadon Repot 4onaa a:lnanl Florida RegisteredArchitact m a- Licarsed Florida - Prafrseimel-Engineer . Sap;$.. ProductMp Wrierbarm hems ,Product Dascrialon Cnritrael E,ailydl'on Oil, In HYHZ. Outside.Hil Res[stant Pressure. I Apha Aluminum Sditl8amp:Vemed Ahiminum Weed Alpha Alumimrm"SaM&amp YerdeiAlummum 07J302023 No Yes No WA Child &an4i;. Wood SbMY Chia1 &arty; wood Code Valibill. ManutacWrw. R.vita- -2020 MITak Inc. Category: atradaral Co s-mints 8i1iCalegory,Tri Plates CompllanceMatibd: Evaluation Reportiroma Product Evaluation Espy ,.-, -s ra,Rmar''" e t �£ C B q a PrOdl Model; NumberOr Name 1 Milli 2 M168HS 3 WI i6 4' MT18HS Is MT26HS. 6 TL18 M718 7 TL20M720 Florida Department of Business & Professional Regulation Pagel ON Building Codes and Standards i(laol t Product Approval Application' Data11 Entity or owe AL. Data Pending pglg 'Contact' Ermrnear & u."Is. V Iidat So Validated' solmftEetl POO Aooroval Aeproyod Status Enn Walden 'ICC EVAluatin 9arwaa, LLO ICC EValuaUonsaiylc@,. Can 112021 OBAO12021 a811212021 - rad.d -°PP MZ)699-e63B LLC, :esrelden@'ndr:wm i2051599.2800: "OUaINVAasur lice. Approved for Use, Artivrol for Use "psal Dealon. Product Description P Gordroet0thatlon Date: I JllLvHb :Outs) VHZ-: o�FL ttsslfla0t PYetsr re' 18 .hi high truss connector ate ge n n g Dlh plate m1T202 1 2 Yes Yes WA W A $ per strength Nss.0 cto, e- 1 super h en t onna Y � P high Sit ON 12/31l202 2 Yes Y45 NIA WA 16 ga lost connector plate 12131M22 Yes Yes NIA NIA Is ga high siiengthlrass.:om... for plate. 17J31I2072. Y. Yes MIA. NJA 20 ga high strength truss connector plate 12WM22: Yes Yes. MIA WA IS go trus-conecio"t. i2r31J2022 Yea Yas. NIA NIA 20 go. tiusscmnallorgates 12131I2022 Yes Yes: WA MIA Florida pepartmerd of Business& Professional Regulation PageI art Building Codes andStandards 4114J2o21 Product Approval Application Detail Code Efitity or Doi jug Dare Paiidinh. ,core Tkgs transition ltim.loeu'raYCornelian a . Ftsmar&u Ositse Validated 6y Va_trtt tad 5abm-lS-d PBC Aodmval r4g@r8H$ S a- R N 2026 Wily.Ihaauser Rob fradwln ICC ENB1U Mlon Sere LLC Ian Lehrer PE: o2/D2t2021 102 02M 2021 APWP ao Oat o oral C rents Shield , clip) 25024.475 80B 839.3 8. t3 B( 1 26 aubCategoM EnOklaeretl Lumber c e Rpnert 6SIdv4no.'reyerhe Compliance Method, Evolution Report from a eusercan Prc ict Ewalltatia 21 .. x4Li3 PradUdt"s C _.. .. i�f ,, - t true Assurance Avivoci for Use. �ovadforthe kUR Design. §§9.$ Product Model Numberar Name ProductDiscdotlon Conrad E1lnlretlon Gal a In-HVHZ Outside HYHZ' Resistant ura press 1 Merollsrn LVL L-meted Va.-Lumber DU312023 No Yeo MIA MIA 2 Pon.[].m Pi Parallel Strand Lumber 03/31J2023 N. Yes NIA N1A 3 TirebarStrend-Lai Larrinated attend Lumber p31312023 No Yes NIA NJA 4 TA Wm Board Structural Composts Luml el a Osit Snarro 03912023. No Yas NIA MJA board Rim Board S WWerhoe ,,Rh,Soard -CiontedStrand9iRim Board DWS112023 No Yos WA. WA a --A CU CU r- N _ p'}-i U 0 L N L- Q. 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N p ._ 0 FL42359-R7 FL#10446-RS FL#i 006-RS 11 HUS HUSC series hangers Face -mount hangers available In wldths•rangmg from 1.5le to 3- 4,5116' � 9116' and heights ranging from to 11" Concealed flange: U Sea.# Product Mlcdel.NumberarName ProductDescdeian Sea# ProductAAcdel.NumberolName ProductDescriptlan Sep# Product Modal. Number:or Name ProductDescriptlori version(HUSC)availabtaformadalshavii`gwrdthequalioor O _� 1 Titan Stainless Steel Concrete It Masonry Boreal (fTNSS} 114"diameter Tien stainless steel Masonry screw 1 A21, A23, A33, A34 A35: A44 Angles 1 Bi, BTB, BTH Brick Ties greater than 3-9116". � 0 L 2 APA21 • APA4; APA6, APVA21, APVA4, APVAO Outdoor Accents Angles 2 CMST12, CMST14 CMSTC16 Coiled Straps 12 IUSseries hangers Face mount hangers available in widths ranging from 1.718" tv 3- 0 Q 3 APB44. AP644R APVB66; APB66R, APB66 APB88R, AP61010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14. C516, CSI $ CS20, C822 Coiled Straps 518' and heights ranging from 9-1 M" to 16`1- C: 0 FLf/95S9-RS APVB441R, APV866, RPVB66R, APV688 APV688R, APVB1010, APVB101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-SDS, LGU3 B3SDS LGU5:25-SDS Face -mount hangers (a A _ y0 (a 4 APDJT2-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-e, Outdoor Accents Deck Joist Ties 5 CTS218 CompressioniTension Strap 14 LU24, LU26, LU28 LU210 Face -mount hangers 0 (1 O Sea# Product Model.NumbararName Product Description APVDJ72R-6 6 DSP,SSP';TSP Stud to Plate tie 15 LUC26Z, LUG21 07 Face -mount hangersC/) � O -1. 8DIO112OBB Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H7, H10A, H2,5A, H3, H6;-H7Z, Hie,. H165HI6-2, H16-2S- HurricaneTies - 18 LUS series hangers Face -mount hangers available in Wdths ranging from 1-9116"to 4 0 L 0 L }� 2 SD9112, SD9212; S010112, SD10212 Strong Drve SQ Connector Screw 6 APL4, APL6,:APT4, APTS, APVL4, APVL6• APVT4, APVT6 Outdoor Accents-L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedewn 5/8" and heights ranging from 3" to 10-1511$", (n 0 Co 3 SD9112SS, SD9212SS Stroh DuveSD Connector SS crew g S 7 APLH24 APL 24R APL 26 APLH26R PLH210 APL 2 0R H H ..A H 1 td Acoents Light an pu aor, Ig Hang" 9 H S24 l HurncaneTe 17 - -- - MGU3.63,SDS, MGU5.25-SDS, MGU5,50 SDS, MGty.62.SD5, MGIJ7.00 SDS Faoe-mount hangers i (�f ++ 4 r _ SDCF22434-SDC 2�12 SD F22 F2 G 614, STiCF2270D, SDCF22858, SDCF221014; Strop Dave SDCP Timber CF Screw g 8 BVLZ Brick Veneer Ledger Connector g 10 _ HSS2.SDS1;5 HSS2.2,SDS3 H5523 SDS3. HSS4.5DS3 Heav ud Sh Y � oe 18 I s i ' hangers M U er es h gar . " r Face maUnt hangers available m Widths ranging from 1 9118' to a- � .Q . _ v ) Q SDCF221134, SDCF231334_ SDCF271958; SDCF272358 9 CBT2Z,CBT4Z Concealed Beam Ties 11 HST2, HST3 HSTS HST8 Straight Straps IM" and heights ranging from 6 151f 6 to`19=112 . 5 SDCP22434,SDCP22512. SDGP22614, SDCP22700 SDCP22858,:SDCP2291"2, Strong-DriveSDCP Timber-CP Screw 10 CJT3Z,CJ1_4Z, CJi5Z, CJT6Z Concea�ci Joist Ties 30, 12 HTS16; HTS20, HTS24; HTS28, HTSHTS30C HeavyTWatStrap 19 MUS26, MUS28 Face -mount Bangers SDCP221100,SDCP221134,SDCP2714010 11 DJT14 DeckJoistTie - 13 HTS018KTZ,HTSQ20KTZ - - Heavy Twist Strap - 20 SUR SUL:SURC,SULC.series hangers Skewed face -mount hangers -available inwidths -ranging from l- 6 SDHR27400SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall atop 14 LFTA Light Floor Tie Anchor 9110" to 3-1)116' and heights ranging from'3-1116" to 13-314". 7 SD525112 SDS25134 SDS252 SDS25 12 SD 25 OD:SDs 5 9 - D 2 12. 00, 2 $ 3 2 3 2, S S 54 , n r p SD v t o. nec : r e. Slro g D n+e. S Hea Y Du yC, n for Sc ew 13 FC4; FC6 •. Framing Caps 15 LSTA9 LSTA12 LSTA15; LSTA18, L57A21< LS"fA24, LSTA30, L5TA36 Straight - Concealed flange Version sURC SULG available •fior alldouble g t ), SDS2550Q SDS25600, SDS25800 14 FWANZ. Foundation Will Angles 16 LSTi49, LST173 Straight Straps 2X and-4X Models; onlyaoute:'flange isoonoealed: 8 SDS25112SS, SOS25200SS, SDS25212SS, SDS25300S5 SD825312SS. Strong -Drive SDS Heavy -Duty Connector SS Screw 1.5 GAI, GA2 Gusset Angles 17 LT820, LTS40 Bridging' 21 U series: hangers- Face -mount hangers available in widths'rangingirom 1-911 fitc 9 SDWF2716 SDWF2720, SDWF2724; SDWF2726, SDWF27W Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2 5T, H8, H10A-2, HICS, HI4, HGA10. Hurricane Ties 18 LTS12, LTS16, LTS18;,LTS20 Light Twist Strap 6" and heights ranging from 2-5/8"to 11.114". 17 18 HCJTZ HH4, HH6 Heavy ConcealedJostTie Header Hangers: 19 20 MGT MST27 Mvr37 MST48, wreo, MST7.2: Medium Girder Tiedown Straight Straps FL#10007-RS. ig KBSiZ Knee -Brace Stabilizer - 21 MSTA9 MSTA12, MSTA1`5• MSTA18;-MSTA21, fvISTA24, MSTA30, MSTA36 MSTA4g` Straight Straps FL#10667-R6' 20 L$0, L50, L70, L9Q Angles 22 M5TC28. MSTC40, MSTC52; MSTC6B MSTC78 Straight Straps Sea # Product Model, Numberor'Name ProductDescrfction 21 LCE4 Post Cap 23 MSTuses,msTC66t33- Pre-Berrt Straps Sed# Product Model. Numbar orName ProductDescdgtion I ATR3/8, ATRVZ ATR518, ATR314 Threaded Rods: 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTi26, MSTI36, MST148, MSTS0, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATU06.2, ATUD9, ATUD9-2, ATUDg 3; A7UDI4, ATUD 4-2 Aluminum Take Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16 MTS18• MTS20, MTS24C MTS3C, MTS30C Medium. Twist Strap 118" and heights ranging from 7-1/8" to 57. 3 P B 318 2 P1/2 BP112 3 BP5i8-2 ,x 8- 4 , B , BP 1 3 BP3/ , BP314-3 BPRTUD3-4 Bearing Plates. g 24 LSSJ26L2 LSSJ28R2. LSSJ28L2 LSS,f28RZ LSSJ290LZ LSSJ210RZ field Ad ustable Jack Han er J g 26 _ NCA2x1012 NCA2x1212 NCA2x8.::6 NG z10 18 A2x12.16 1 A2 , NC, Bridging; 2 r DGBF series lancets v - - Top fiailge hangars available In Wdths ranging from 3 �/8 to,7 4 CNW318, CNW112, CNW5/8, CNW3/4, CNW5/8-1/2,:CNW314-518: Coupler Nuts 25 LSSRI 81, LSSR21 LSSR2 37, LSSR2.56, LSSR210-2 LSSR4110 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12 RCrV814 Wall Bracng IiS" and heights ranging from SAM!'to 24". 5 CTUD55, CTUD65CTUD68; CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; CouplingTake-Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIS, RPM, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-1 /Z'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z; ML28Z, ML2107 Angles 29 RSP4 Shad to Plate Connector 5/8" and heights ranging from 7-1/4" to 24:'. e 1,13, N4, N5, N6 Heavy Hex Nuts 28 MMH8 RoofTie-Down 30 SPI, SPZ SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangars available in widths ranging from 1=314'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUDS RTU06, RTU07, RTUD8 RatctletingTake-UppDevice' 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPM, Heavy Stud Plate Tie, 516 and heights ranging from '9.114'to 24"., 8 TUD9, TUC) 10 Take-upDevice 30 MMLU26 MMLU26-2 MMLU28 MMLU28-2 MMLU210 MMLUI211 MMLUI39 MMLU1311 , Face -Mount Hangers _g 32 SSI.S SS2,5 SS3 SS4.5 � _ Stud Shoo 5 EG5 G7 EG9 series "ere , E ser rig v r- '8. Top flange hangars a ailable m wtdths ranging from,5 1!4 to -9 TUW38 Take -Up Washer 31 RBI:; RBCP- RoofLBoundary:Clips 33 ST9, ST1,2, ST18• ST22, 5T292, ST2122, ST21151 ST2215, ST8215, S71­6224, ST6236 Straight Straps 716" and heights ranging from 11 'to 32-112", 10 URS3. 318' Uplift Rod Run Todown System 32 RST-3 Roof Tie -Down 34 T620, TB27, TB30- TB36," TB42, TB48. TB54, TB56, TB80 Tension Bridging -6 EGO series hangers Top flange hangers available in widths ranging from 3-6/8" to, 7- III URS4 112 Uplift Rod RunTledown System 33 RTC227, R7C42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWBI2 TVVB14 Wall Bracing 14' and heights ranging from 11-114" to 32. 12 URS5 5/$" Uplift Rod RunTiadown System 34 STm, STCT OTC- HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Sadda hangers available in widths ranging from 3.114'to 6 718t' 13 URS6 314 Upliift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS108, WB106C, W5126, WB126C; WRI43C Wall Bracing and heights ranging from 8-112' to 28'. W Z2, Z4 Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers avaiabte in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to-32'. - FL410441416 fiL#10531-R5 9 HB series hangers Top flange hangers available In widths ranging from 1-9116" to 7- -.. FL#10447-R5 112' ai/d heights ranging from 8"to 39', Sea Produotiviodel.Number orNam e Product Description Sea # Product Magel, Number.or Nettie Protlucf bescriation 10 HGLS series hangers Saddle hangers available In Wdths ranging from 5-714" to 8-7t8" 1 DTT2 Hold-down Seel # Product Model, Num bar or -Name Product Descrptlon 1 C91­12.37x5 5; CBH2.37x7163, C131-12.374.75 Concealed hangers and heights ranging from 10-112" to 28"- 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip-End'Connector 2 DU, DHU, DHUTF Seriesihangers Face -mount (10U, DHU) and top..-ange-(DHUTF) hangers 11 HGLT series hangers Topfilange hangers available in widths ranging from 3-114" to:8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors avaaa ate in widthsanging from l 9/16 to 3 9110"and heights 7/8" and f eightsranging from 7-i12`to 32', 4'. HDU2,HDU4,-HDU5HDU8,HDU1I.HDU14 Hold-down 3'- GBC Gable. grace Connector : ranging from 9-118" to 2MSIIS": - 12 14GLTV'series hangers Top flange hangers availabteinWdths ranging from 3-114"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCPZ HCP4, Hip Corner Plate: 3 HGU3$349DS; HGU5 25SD5 HGU5a50-SDS,, HGU5A2-S0S, HGU7,00-SDS, HGU7 25; Face -mount hangers 118 and heights ranging from 14'to 33". 6' LST D8. LSTHDBRJ H .. _ _'.. 'Strap style hold-down S. - HHRC2 2 HHRC42 HHRC42 2, HHRC411,81, HHRC44, HHRC5.25/3:25;: HHRCS 37/312,. _. .,.. ... ,., Heavy Hip to Ridge:Connedori DS H U9A0-5DS S. _ , G. 13 ,_. HIT series hangers--. ..: Topflahge hangers available m wdths ranging from 2451161c, 7 MASA, MASAP Foundation anchor strap 14HRC66 4 HGUS series hangers Fare -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from I6" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HR= Hip Ridge Connector 3/8" and heights ranging from 5 5/1 Vito 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PAIS, PA23, PA28. PA35, PA51, PASS Strap -style :Purim anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS HHGU55G-SDS, HHGU5.62-SDS, HHGU7,00-SDS; HHGU7.25-SDS, Face -mount hangers 3-9116'and heights ranging from 5-3M" to 13-118". 10 PAI18; PA123.: PAI28 PA135; .Strap-style:purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeabkgf5kewable U Hanger HHGU9,D0-SDS 15 HUTF, HUCTF series; hangers. Top. flange hangers.available:in widths ranging from 1-91/6"te:5= 11 STHD10, STH.DIORJ Stra s to hoid=dcwn P- fY 9 TBE4 TBE6 Truss Bearing Enhancer g 6 HHUS26.2 HHUS28.2 HHUS210- H US46 HHU HHU 41 D HUSS_a0110 _ � 2, H 548, S , H , , Foe-mou th era a n, hangers 1/2 and heights ranging from3-7116' to 15" Concealed flange g 9 8 9 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24 TC26, TC26 Truss Clip HHUS7.25i1D version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, H_SULC series hangers Skewed face -mount hangers available in Wdths ranging from 3- greater than 2-9116", F7. 1 THAC422, THA426, THA422 2, THA426-2 1/8'tc51i8" and heights ranging from 4-='to 15-3J4"- 16 HWP series hangers Top flange hangers available in Wdths ranging from 1-9116"to 7- a""12 THAN 81J22, THAI2 06122 THA121122, THAI222, THA1322 THAI3522, THA1422 Adjustable Truss Hanger Sized for t-Joists Concealed flange version (HSURC, HSULG)availahlefor all 1/8' and heights ranging from 5.318"to 28'. I3 THAL 32?, THAR422 Skewed Truss Hanger double 2Yand 4Xmodels;onfy acute flange is concealed, 17 HWPH series hangers Topflange hangers available tin twdths ranging from 1-9116' to 7-14 THJA26 LTHJA26, LTHMA Multiple Truss Hinge s 8 HTU26, HTU28, HTU210, HTU262, HTU28-2, HTU?1Q-2 Face -mount hangers 112' and heights ranging from 53/S"te 32" is THJM2-4SD$3, THJM2-5SDS3; THJU28; THJU26-W Multiple Truss Hangers 9 HU, HUCseries hangers Face -mount hangers available in widths ranging from 1-9116to 7- IS ITS series hangers Top flange hangers available in Widths ranging from 1-9115'to 3- ® ^ i LL CL 16 TSBR2-24 Truss Spacer -Restraint 1/2 and heights ranging from 2-7/8" to 19-1/4'- Concealed flange 518" and heights ranging from 9-1 W to.16", 17 VPA2, VPA25, VPA3 VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights UJ 18 VTCR ValleyTrus8 Clip greater then 2-9/16". ranging from 5-3/8" to 7•1 4 % r 1 10 HUCQ1.81/g-SDS, HUCOIAlfi1-SIDS, HUCQ210.2-SDS, HUCQ210.3-SMa HUCQ31'0- Face mounthangers 20 JBA serims hanger's Top flange hangers available in uadth of 1-9116' and heights f _ (V Y SDS,HUCQ410-SDS, HUC0412-SDS, HUCQ525M-SDS, HUCQ5.25MISDS, HUCQ610- ranging from 9-3116"tr313-1/8". SD'S, HUC0612-SDS _a v --C :i C C •9 fit r L .. CL -0 E cu O O ¢ L -,. :..: Sim son S#Son .Tie 2Q20 FB:G Approved Products p 9 pp Updated l2- 20 P / • � :: Simpson > S r n fe G Approved Product-. mp on # o T 2112f,) FB ppr d d Updated p p a 1zr,1or24a • � ".. Simpson S rr� Tle 2 Q C Approved Products mp t rig U2 FB pp d u is� Updated2:.0 1 rsol2cn - • Simpson Strong Tie 2020 FBC Approved Products updated 12r30r2020 For direct Inks to all SST approvals Ilstad. below,, CLICK HERE: ,g Far direct Ilnks:to all SSTap9rovals Ilsted belovi+:,CLICK HERE,: ,.,. EM=For dkeot Inks to all SST approvals listed Wow,. CLICK HERE.: '. - :Px direct Inks to all SST approvals listed below CLICK HERE,. `. : - .. information For additional information regarding Floridas Statewide. P uc'A.r IS to eC n. ¢9 rod t p Ova m and M arni-i?ad County g P . System ty '. '. CLI Notice f' Acceptance CICHERE a Ac Cana¢. NOA N. R P (NOA), ... For d itianal informationt regarding Flondas Statewide Pr t Approval lain and lot -Dade can a @9 9 RduC Pp a aRu.. ,..ty.... � ,.. ys OA CLICK:HER ,E Nonce 4f Acceptance N A .... A {.... )� is ,.. ;_ d :r regarding t d Fax a ttiorial Information ..elm Florida's Statewide Pro u4t A r al lain d M mi Da a County d.. a9 g PP 4v - Sys an. a d Notic¢ Acee tan a NOA CLICK HERE y... of 4.. ), .:. A _., (.. ,. , - - .. : Far. d.Flon as a.¢wide Prods Approval vat System Rd MI 1--0ade Cant. additional informationregarding d 5t i 3'' a :. S PP 4 yS a and .. Notice Of Acne lance. NDA C uGic'tiERE Y .: P .. (... i, 21 LIB series hangers Tap flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S/LBVI.56, S/LBV1.81. VLBV2,06, SILBV2,37, S/LBV2,56, SILSV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5 318" to 15-118": S/LBV3.56, S1LBV3 62- S LBV4.06, SILBV4.12, S/LBV4.28 SJLBV4.75; SILBV6:50 6 Strong -Bolt 2 (ST62, STD2.4SS, STB2-6SS) Strong-2ok 2 Wedge Anchor for concratic available in carbon 22 LBAZ series hangers Top flange hangers availabls in width of 1-9116 and heights sea # Product ftel. Number or Name Product 19 51LTT20, S/DTT2Z S/HTT14 HTT4; HTT5 Holdowns steel and Types 504 and 316 stainless steel ranging from9-3118'to13-1/8+; 9 9 1 .. HHUS210 3, HHUS210.4 Joist Hanger 2Q SlMST60, SIM5T72 .: Straps 11S mil (10 ga) 7 '• .:. _ -:': Titan Hp:(THD-H, THD HMG, THD H4SS,THD H6SS, 7HD Caw, THD CSBSS) Trten HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top fiange:hangers available in widths ranging from 3-1A4'to 6- 2 HRS6, HR86, HR812 Strap Ties 21 SP4. SP6 Stud PlateTes availablewlth hex head in carbon steel and Types 304 and 316 7/8' and Heights ranging from W to W-1r2", 3 HUCQ210-2-SDS, HUCC010-3:SDS, HUCQ310-80S Joist Hanger 22 SSP, DSP, TSP' Stud PlataTies stainless steel, orwith countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Crip Type316 stainless steel 718' and heights ranging from 9"to 32-1/2". 3 THG02SDS3; THGQ3 SDS4 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 TBD22: Truss Brace Diagonal 8 Titan HD Rod Coupler THD37634RC,THD50934RC) Titan HD Threadied .Rod Coupler for concrete, 25 M IT series hen ors g o flange hangers available, n widths I from i-9115 to 5- Too g g b I w g rig 6 G' 3 GW3 4 TH lAJ4-3 GW4-4 TH W3 , TH G , TH Joist Hanger Ha ge. 25 TJC: 7 3 russ.l' ck Canape ` r T a oC4 9 T [en D Threaded r 15: i H T ad d i2od Hinge (i HD625 8RH, THD637158RH, THD372121H, - TKen HD Threaded Rod Hanger for concrete 118' and heights ranging from 9-IIW4c, 24", THD502'w4RH, THDI0212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from33/6" to 7-11& FL#11473-R5 FL913904-R5 23 RR Ridge rafter connector 28 WP series hangers; Top flange hangars available in widths ranging: from 1-g116"to 7- Sod 0 Product Modal. NumberorName Product Description Soa # Product Modal. Number or Name Product Description FL#16230-RS; 1/e and heights ranging 9-1/4"to 32'. '1 DETAL20 Double,' Embedded Truss Anchor 1 CCQW02-SDSSHDG,CCQM4.62-SDSHDG, CCQM5.50-SDSHDG CCTQM3.62-.SDSG•, Masonry ':P*Caps - 2 FGTR FGTRHL, FQTRHR; Girder Retrofit Anchor CCTOM4 82-SDSG, CGTQtv15.50-SDSG, GCCQM3.62SDS , CCCQM4.62=SDSG, Sea # Product Model, Number or Name Product Description - 3 HIS, H16S, 1­116-2. H16-2S Hurricane Tie CCCQlv15.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#tOSSG-R,5 4 HETA12, HETA16 HETA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3 62G-KT, ECCLQM4.62G-KT, ECCLQMS 50G-KF, ECCLLQMD3 62G-KT, Masonry P(er Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfAL16, HET/5L20 Embedded Truss Anchor ECCL1_QMD4,62G-IfT, ECGL1_©MD5.5r3G-IGT ECCLRQMD362G-KT, EGGLRQMDd:82G- 3 SET XP SET-XP High -Strength Epoxy Adhesive for masonry Sea# ProductModel, `Nurnbar orName Product Descriation 6 HGAMID,HM9 Masonry, retrofitconnectors KT,ECCLRQMD55DC3-KT 4 Strong -Bolt 2 (STB2) Strong-Bolt2 Wedge Anchor for masonry -6-0 ABA44; ABA44R, ABR46, fl A4 R; ABA66. ABA66R Adjustable Post base 7 HHETAI6, HHEfA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525; HtiUM5.50, HGUM7.00, HGUM7,25,-HGUM9.00 Heavy Niasnnry Hangers 5 71ten 2 (TTN2) Trten 2 Screw Anchor for Concrete W 2 ABU44; ABU44R, ABU46, ABU46R, A8U5.5, ABU.>-6, ABlJ65 ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3•SDS2.5 LGT4-SDS3 Girder Tiedown 4 LGUM26.2 LGUM26-3:_ LCUM234 LOUM28.2. LGUM28-3: LGUM28-4 LGUM210 -2,, MasanryBeam Hangers 6 Titan HD CTHD-H4S5, HD-H6S5, TH D-CS6SS) Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 ABU88R, ABUI010 ABU1010R, ABU1212, ASUI212R :9 LTA2 Lateral Truss Anchor LGUM210 3, LGUrv1210-4, LGUM46, LGUM48; LGUM410- 'H or 316 stainless steelwith hex head, and316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ ABW66Z, A8W66R2- ABW7.7 Adjustable Past Base. ID META12, META16 META'18, MEfA20; META24; META40 Embedded Truss Anchor 5 MBHA3.12l9-25, MBHA312/11 25, MBHA3.56l7.25 MBHA3,�5 619.25, Iv18HA3.56111.25, MasonryTop Flange Beam Hangers countersunkhead. : 4' AC4, A04R, ACE4, AC6, AC6R, ACES' Postcap 11 MiSTAM24, M8TAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3 56I11.88 M13HA3:56114, MBHA3 M16, MSHA3 56118 MBHA550/T 26, 7 T'iten Turbo (TNT) TkenTurbo Screw Anchor for concrete or masonry 5 BC4, BC46 BC4R, BCG BC6R, BC8 BGS2-2I4, BC52-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA550l9.25 MBHA5.501I1.2S, MBHA5.50/11.88, MBHA5;50114, MBHA850110, 6 CB44,CB46, C648, CS66, CB88 Embedded Column Base MBHAS-5Dti8 CZ 7 CBSQ44-SDS2, C3SQ46-SDSZ CBSQ66-SDS2, CBSQ88-SD52, CBSQ86 SDS2 Embedded Column Bass 6 MBHU3.56I9.25, MSHU3,56111.25, MBH03,56111.88, MBHU3:56J14, MBHU3.56/16, Masonry Seam Hangars FL#16837-113 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from a-114"te 9.112' and FL#11496-R6 MBHU3.56118, MBHU5.501925, MBHU550/11.25, MBHU550111-88; MBHU5.f0/14, > W2 ranging from 3.518" to 7412 MBHUS 5011S, MSHU5.50118 Sad # Product Model. Num per or Name Product Description co O 9 C-SDS25:E : S S$;S;Series CQ C'CQ D Screwed columns caps ranging from3-1/4"tog-112 and p 9 9 a Sea # Product Model,NumberorName Proiiuctr3escription 1 X34E1 165K 1 016-X i :• S 0 1B - 0 K. X S-1 I B 016 9K, 3{Qi 1 16 XQ 1018 4K ,. #1016 Strong Drive XMsiat Self Dolling, Tapping Screw with 113 L W2 ranging from 3.518" to 7-1/2" 1 DTTI Z Deck Tension Tie Drill Point 10 CPT44Z CPT66Z, CPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdo±wns FL#13875-R6 2 XLQ114T1224, XLQ114B1224-2K 412-24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping 11 EPB44.& EP644, EPB46 EPB66 Embedded Post Base 3 HOW, HD5B, HD76 HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 FP84Z Embedded Post Base 4 HTT4 HITS, HTT5-3i4 Tansion Ties Seo # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B12242K #12 24Strong-Drive XM Medium -Head Metal Self Drilling, O 13 LCB' 4 LC66fi 4, :Embedded Column Base 5 LTT19, LTT206, LTTi31 Li lit Tension Ties g 1 SDW22304 SDW22338-SDW2?438 5DW22456 SDW?2500 5DW22600. SD W22638 , ,. 5'Ir n-DhVe.SDVV EWP-PLY and T SS -PLY Screws- Q g RU,. - r- Tapping Screws with #5 Drill loomt and Medium Diameter ex pp g H 14 LPC4Z, LPCSZ Light Post Cap SDW22634 4 XQ114SI224, X0114B1224-2ZK XI:14$1224, XQ112S1224 XQ112131224 2K #12.24 Strong -Drive XMatalSelf-Drilling,.Tapping Screws with t� ♦"tee 15 MP644Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450: SDWC151300 Strong -Drive SDWC TRUSS Screw Drill Point U 16 PB44, P844R, PB46, PB66, PB66R Embedded Post Base FL#13628-RS 3 SDW-1193WD6 SDWH19400DB, SDWI iHV600DB, SOWH19800DB, SOWH191000D8 Strong -Drive SDWH TIMBER-HEXSorew 5 XU3481010, XU34BI0165K #10-16Strong-Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46; PES65 .Embedded Post Base 4 SDWH2740OG, SDWH276000, SDWH278000, SDv1M271000G, SDWH271200(3 Strong OrrveSDWH TIMBER -HEX HDG Screw #1. Drill Point 18 PBV6,; PBV10 Round Post Base Sea # Product Model, Number, or Name Product Description 5 SDW&16212, SDWS163Q0,°SDWS1631;4 SDWS16400 Strong -Drive SDWS FRAMING Screw 19 _:,. ,. .. -•".. PC44-16;PC4618,PC4816,PCf416,PC66-16,EPC4416,EPt;4616;EPC4816,, PostCap I S65/Sx24 SB718x24,8811.k SB' _r. o Anchor Bolls B W 9 00 : 7 '.S .,... .., SD S7 60 ,"SDW519 12,. DWS22400,SDW522500;SbWS22512 SDW522600; :.. Strong.DnveSDWSTIMBERScrew.(Interior Grade) O EPC64-1e; EPCBB-fib 2 SSTB16 SST820, SSTB24; :SSTB28, SST834, SSTB361 SSTBI6L, SSTB26L, SST624L, S5TB Anchor Bolos SDWS22800,SDWS22900, SDVVS221000, SOWS221100; SDWS221200, SDWS221500 FL#35320-R0 L 20 PC4Z, PC4R7,. PCBZ, PCBRZ, P082, PC8RZ_. EPC4Z, EPC4RZ, EPC6Z; EPC5RZEPC8Z, Postcap SSTB28L 7 SDWS2230DDB, SOWS22400D6_ SDWS22500138- SDW5226000B, SDWS22800138, Strong -Drive SDWS TIMBER Screw (ExItnar Grade) n EPC8RZ SDWS221000DB Sea # Product Model, Number or Name Product Description </^��1 LL. 21 PP844-4Z PPB44-6Z Post Base. - 8 SDW$22312DB8, SDWS22512DBB'. OutddorAocents Structural Wood Screw _ 1 DSSCB43.5; DSSC646, DSS0646, DSHS Bypass Framing Drift5trutCe nnector W 2 2 RPBZ Retrofit Base FI:#13i372 R4 9 7 740 S - 5, 0 SDVYS2 30DSS SDWS2 D S, SDWS2Z OOSS, SDWS276DOSS, SD1NS2780 SS; SDWS271000SS SDWS27120OSS Strong -Drive SOWSTIMBER:SSScrew. 2 FCB43.5; FCB45 5, FC847.5, FCB495, FCB411:5 Bypass Framing Fired -Clip Connector _ 3 FPHSD34S1016, FPHSD3461015, FPHSD34B1016-5K; FPHSD3481214, . #10-161and #12-14 Strong -Drive FPHSD Framing-to-CFSSetf-. v' Seo2 ProductModel, NumberorName Product Description 10 SDWV13400 Strong -Drive 5DWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws ICU FL#110866-R5 1 CMST12, CMST14, CMSTCI6, CS14,.CS16; CS16, CS20,CS22 Coiled Straps I STN22 Outdoor Accents Hex -Head Washer 4 LSFC2,25, LSF0425, LSFCC-25, SFC225; SFC4 25, SFC6.25 Steel Framing Connector U M 2 HRS6• HRSB HR512, FHA6; FHA91 FHAl2 FHA18: FHA24;FHA30, MSTI2S, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6 25, SSC2.25 SSC4 25, SSSC6.25 MSSC225, MSSC4 25, MSSC.6.25; Steel Stud Connectors Sea# I Product Model, NumberorName FJA, FSA ProductDascription' Foundation Anchor :3 MSTI48,MST160,MSTI72,SIMST27SIMST37S/MST48 HTSI6, HTS20,.HTS24, HTS28, HTS30; HTS30C. Heavy TWst Straps FL#1:8363-R3 -6 MSSC425KW;MSSC6,25KW RCKW3, RCKW5,5, RCKW7 5 RCKW35 RCKW5 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30 LSTA36, LST149, LST'173, MSTA9, MSTA12, MSTA15, MSTAI8; MSTA21, MSTA24 Straps 43 mil (18ga)7 SC643.5, SCB45 5, SC8475, SCB49 5, SC6411.5 MSCB45.5 MSCS47 5 Bypass Framing Slide-Cip Connector 3 GH48-6 GH46-8 GH48-6.GH48-8 GH4106:GH4103,GH66=6 GH66-8 131-1686 GH68- 8, GH610-6, GH610-8 Girder Hanger rig 5 6 LSTA9,LSTA12 LSTAI5;LSTAIB LSTA21,LSTA24 ST292,ST2122,ST2115,ST2215 , LSUSH3 25, Sl1BH325, MSUBH3.25 Straps 33mil 20 s � ( g) Bridging Connector Sea 1 Product Model, NumberorName AS 18, AS 1855, AS 1858 ProductDescriptton 18 ga Truss Plates 8 9 SCS32-5197 SCS625197 SCS 25/I18 SCS82.5/118: 6 SCW3.25, SCW5.5 Framing BypassConnecior Head-of+Wall Sl de•GHp Con actor 4 51.65A, 01-MB, GLS5C GL135D GLB7A, GLB76, GLB7C, GLam Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS20HS 20ga. High Strength Truss Plate 10 SJCB.?5, SJC10.25, MSJC8.25, MSJC10,25 Steel Joist Connectors 5 GLBT512, GBLTt312, GLBT516 G1 3LT616, GLBT520, G13LT820 Glulam Bearing Place 8 _ LTS1:2 LTS16, LTS18, LTS24 Light Twist Straps- 3 AS-24; 20 ga Truss Plate 11 SS83 518 Bypass Framing Slide Clip Shut Connector L� 6 GLBA HGLBB. GLBC, HGLBD H H H Glulam Bearing 1a Heavy rig Plate 9 S 30 S 36 ST6215 S 6224 S ST12 18 ST2" M C28 MSTC40,MSTC52 M TA M TA T T9 5T 2, ST Straps 54 ii 16` a ar>s m ( g } 4 ASHP" Hinge Plate C n rector go n 12 XLSH3481414, XLSH7$B1414 ` -' #14 14 Strong Drive XLSH Shouldered Self Dnlling, Tapping 0LU ICU 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC861 MSTC78, STS296 Straps 88 mil (14 ga) Screws 8 UFP10-SDS3 Universe Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS3Q, MTS24C, MTS30C MediumTvvistStraps 13 XQiSI0i 6, XQI B10Tr,4K XQ1S1214. X01B1214-3 SK, XQ78S1224, X078S1224-3K, 410-18 412-14, and #12 24 Strong-DriveX Metal Self -Drilling, 8 URFP Universal Retrofit Foundation Plate 12 S/BI,58, S/81.81, S/62.06, SIB2.37, S/B256,,S1B2,68, SIB312; siwz6 51B3,82, SB406; Top FiangeJcistHangers FL#15730-114 X0114SI224,,XQ114B1224-2 5K X0112S1224; XQ11251224-2K X34B1016-5K, Tapping Screws Q 511341 Z S/B4 28; SIB4.75,S/135,50 X1S1018 X181016.4K, XIISI214, X161214.3 5 K 13 SIBA212r8, SIBA2.12MQ, S10A2.12/12,SBA2.12/14, SlBA4.18i8, SBA4.t8ti0; Top Flange Jast'Hangers Sea # Product Model: Number or Name ProductDesca ipn Z J SIBA4.18112,SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete Zassemblies Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPMSO, GDPM-75 GDPM 100, COPS, GW-30; GW-76, GW-100, GTH Gas -actuated fastenorsand 15 S/HD8S, S/HD86, S1HD10S, SIHDIOB, SlHDiSS„SIHO152 Holdowns 3 POPA PDPA-K, PDPA-MG, PDPAT, PD,PAT K, P1NW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S/HDU4, SMDU6, SIHDU9, &HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA PTRHA3, PTRHA4 J 17 S/JCT, SIHJCT Joist Hangers _ 4 SET-3G Adhesive Anchor for concrete �- SHEET NO. PA 1.2 PGrILI"UiftLW- U) —co > CU O (D 2--o CD- ca. = 0 2 m n U) 0 0-0-0 0 0 C= ca. C: 0 3�: m C: .0 m U- 0 U) E> 0 a) m CO 2 Qm C/) Z z W J c 0 CU D w-, c: C: sr < I— Ooo 0 o 40 w cn CD E U) > 0 > L CDL O 0 Cl) fJ cn < - O L LU < Z SHEET NO. PA 1.3 I. n L ECG? ifrytc_ TILUT TESTING & ENGINEERING COINFANY kRb91CT ,2 TEST REPORTS. 2. 2.B. Large missile impact` and fatigue load tests were performed under Protocol T r9g e pe rid s AS 201 24 s section 62fi of the Florida 3 a per 1 e Building Code. Uniform static loads EW Rr_iTE)NRUAJNQ.2072S:D1Z 3' MATERIAL CHARACTERISTICS D SPECIFICATIONS: Shall be strictly In accordance with General Motes and Components indicated on sheet 1, 2 and 22of 26, of Product Evaluation Qooument (P.E.D.), drawin WAT.Thgt A. TT 1R . LLIT P , tilts IMD],CC NL PJ3. CIItirPA.$A:N4147 FICA: L.6-NIL OW6119 as per TAS 202 Protocol Testreports prepared by Hurricane Engineering & No.20-176. Anchor specifications •shall be as indicated on sheets 1 7 and 21 of Testing,Inc. Re - 90910911996,_ .ports # 96 56 dated #96 574 dated 09l18f1996; , 26, of Product Evaluation Document (P,E,D,}, drawing No. 20 176. PRODUCT EVALUAT N DEPORT #96-T3t7_dated OW2011996 all three Signed and sealed b Hector M. Medina, P.E,, Fenestration Testing Laboratory; Inc. reports # 2032 dated 0411611098 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE, REPORT NO.: 204728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E_ 7.1. Shall strictly n i withGeneral be stn y i compliance Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2000, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters _ signed and sealed by Frank Grate, P.E. b Tilteco, Inc, and si ned and sealed b Walter A. Tillie Jr, P,E. prepared Y 9 Y , -- PRODUCT SUB. CATS SUB -CATEGORY- Storm Panels 2 T ��R�_ RAH- ENGIN RING CA U N5: CT41 E� L�LP)TJS} 2. Product be installed ' 7. Prod c may within HIGH VELOCITY HURRiCANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Pmtmon PM7wagb r length based on rational and comparative analysis, and in accordance with 7.3. Product shall onlybe installed into poured concrete concrete to p block, and A section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 4800 S.W. 51 Street dated I1103/08 and 03112115, signed and sealed by Walter A. Tillit,, Jr., P.E. Davie, Rorida33314 PURPOSE OF E7ATIfN, 3 ��SIL �..IM'A�T.SI TANCE Product Evaluation Rapart repared by Walterr A. TI lilt, Jr., P.E. (Florltla:L, ce.n. se9 This is a Product Evaluation Report y saved b' Walter eP I to A. Tillit, Jr:, P.E. (System Large missile impact under section 1626 of'the Floridaa Building Code, as per No. 44167), President of Tliter,a, inc.,(Florida CA 0006719 ID # 1906) to the Global Protection Products, LLC, Rule (Chapter No. TAS 201 Protocol. WWA HMHHRNr 61 G20.3, Method 1 D of the Florida Department of Business and I WILD LOADS RESISTANCE: VA4SA A Tt Z "A, . ��1� Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind FaQ��,y .`$; �\f,ENSe' y This product is bet Issued an Evaluation p rig lss a uation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15,, - --�-'itn 1 7 �: - �� 4A 6 _ . been verified far compliancemaccordance- wrth the 2020 Seve ho Seventh f he 16 19 25 and 26 of 26 of Product Evaluation Document P.E.D. drawing (P.E.D.), ra rig No. _ - _ x . Tk• •20.176. Florida B F r Building verify dm ode and to I u e that h t he product is for the. � I 9 fy P d o purpose ITtended p p Maximum AnciTor Spacing shall be_as lndicaled on sheets 8, 9, 1Q, 11, �#. .o STATE 0 P Gc at least equivalent to that required by the Code. 5, 1?, 18, 19, 20 25 a!"•t 26 of 26„of Product Evaluation Document {P.E: b:), drawing' No.20.176. •, gl �,�.® �,:� - ' y s •..<0RiL1,, This Product Evaluation R sport shall be subject review and revision in case of A. INSTALLATION: �� AA7irflNi ALM„A4"`� a Building Code change that affect its limitations and conditions Y Installation shall be performed strictly in accordance With details indicated on 2 EVIbENCE SUBMITTED. sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D:A1 T LTEC4 ADMON RECCYRDS f P. E. REP20 ORT 19LOAAt PROTECTION PRODUCTS, LLC 1,20 GALE �., PRODLiCT EVALUATION DOCUIVIEN7 .E.Dt: (P,E.D.), drawing No. 20.176, Minimum separation to glass shall be as GALVANIZED STEEL - N 1DRWGAM 7:. ZED TEE STORM PA. EL T 6t REPORT.NR 20-0728.09 a ,, Drawl No. 20,1 6 titled E 7 20 GAGE GALVANIZED ,EL STORM PANEL- Indicated on sheets 8 14 25 and >26 of 26 of Product Evaluation Doc e , 16,d ctDocument ' , she 1': eta thru 26 of 26 prepared byTllteco, Inc,, signed and sealed by Waiter A. P ,D. drawing - (,E ), awing No.20 176. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part Mil ni111 Pilr Report, T, 0tpA , 0 TZti,4 yEvaluation 104 Ns�°p y s�� }DENSE ".s _ 167 No, 44167 = { STATE OF °� AFOP sr 0R10 :' a 6355 N,W, 36th Stireet, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -�� ! ONA� ' tfrN INMTHH GENERAL NCTIM, 9.3) IN CASs THAT PROGAW STORE, OR PRECAST CONCRETE PANELS. 51UC0o'OR WOOD ✓ OARDS TE FOUND ON THE 0".MR 20 QW 039MQED S11DD. sRe•Mr FAMIaa) ]DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REICI THE MAN STRUCTURE. BEHIND SUCH PANELS, 1. STORM PANEL SHOWN OTi Tt PRODUCT EVALUATION DOCUMENT (P:ED.) IH45 BEEN VERIFIED FOR COMPUANCE N ANCHORAGE SHALL BE AS MENTION@ IN. 8.1) AND N 02). ACCORDANCE WITH THE 2020 (7U. ED ? OF THE flARIDA. BUTLONG CODE le) I�nMsrNMND WVOEMI tuXN cx•� •,yflANtt. C n A5 iAld,} DESIGN 'AUNT LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE ABODE MENTIORM CODE, FOR A WIND SPEED AS AODWIRED BY TFE JURSDICTIOM WHERE THESE 5HUflERS N1MC ;E NSTALLE'D AND - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED, BY IV,*, BUIRDEL. IW- - #14-10 PANCUTATE FEMALE MT AND PAM-WAVE PLUS ANCHORS, AS MANUFACTURED BY ACO CONSTRUCTION PRODUCTS. FOR A OWMIGHALRY FACTOR Kd-O.85- USING ASCE 7-18 AND SHWl NOT LxDEED THE MWWM MA D.) - 1/4'A LAG SCREWS. PER WOS. DESIGN PRESSURE RATINGS NDIOATED ON SHEETS 7 THW 12. 14, 15, 16. T9 & 20. - 7/16'I x S/8' WOOD BUSHNG. AS DISTRIBUTED BY ALL: POLAR SCREW, BOLT & SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN W9IO LOADS DETERMINED PER ASCE 7-16 SHAIJ. FIST REDUCED Ttr AS.D. OESGN YARD LOADSBY NULTIPLYINO THEM BY 0.6 IN ORDER To C,1) MINUAUM THRFADEU PET87RA710N INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PAW.MATE PLUS COMPARE THESE W/ MAX (A3.D) OESIf7! P12ESSLOE RATMNGS MNDIGAtED RN SHEETS 7 iriRU 12. F4, 15, 18, 19 & 20, AND PANELNMAE' FEMALE W. INORDER to VERIFY71HAT ANCHORS ON THIS P.E.D. AS TESTED WERE NUT OVER STRESSED, A 33% NNCRFItiE INC.2) At.LOWABLE MINIMUM TIMADED PENETRATION OF LAG SCfiM INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATIOR. STRESS FOR MIND WADS WAS tl4L USED IN TAM ANALYSIS. rASIENERS SPACING TO WOOD HR4S BEFtN 0 N ACCORDANCE WITH NO.S. 2018. C.3) MINNU M EDGE OWAHCE• OF LAG SCREWS. INTO WOOD SWILL BE AS INDICATED IN THIS DRMWNO STORM PARWS ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WIN SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER HIR (WANE ENGINEERING & TESTING INC. REPORTS 9&-569. 95-570 & 26-TW AND C.4) MtFYUAI PENETRATION OF MWoO BUSHING SHAH BE 5/e-. I f4' P-20 SCREWS USED SKILL � 1 t /2" LONG MINIMUM FEN6TRATTON TEMW LAB. INC,, REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD SNCOO DUST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. AS WELL AS NRARDS. TEST LAB OF SOUTH FLORIDA REPORT #0219.01-OB, AS PER TAS YO,, TAS. 202 AND TAS 20 STANDARDS. O,5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING 2: ALL ALUMINUM EXTRUSIONS TO BE 6063-TS ALLOT` AND TEMPER. (UNLESS OTHERVA E. TIMM), SEE SHEET 2, WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MWnOWD IN CA), C.2) & C,4) J. AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL. HAVE 3105-H14 ALLOY, (0) ANCHORS SAL BE INSTALLED FOU.00ING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCH OWS MANUFACTURER. STEEL. ASTM A-853 GRACE SO MINIMUM, 0-60 4, ALL STEEL SHEET MEIALSIG PANELS SWai HAVE W (AFTER GA vANN2ED STEEL DESIGNATION ON W/FY. 58.5 kW {AFTER RODEO)• ROLLED). 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT THAT HEADERS (I) & Q -LL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES ON CORROSION RESISTANT COATEDCARBONSTEEL AS PER 50 Hui YIELD STRENGTH AND 90 ka7 TENSILE SfRO#',RH & SHALL COMPLY Wf FLORIDA BUILDING ODOE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE SO 1 .3.3.4. SECTION 24. ATTACHED TO INSURE PROPER ANCHORAGE. INS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BURDINGI S. DOLTS TO ES ASTM A-307 CALVANIZED STEE. OR AUSI 304 SERIFS STAINLESS STEEL. WITH 36 Iui MINIMUM YIELD STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER S'-8 THROUGH 12'-4, AS PER SECTIONS 6. & 9 & 10 AND ALIEHNATNES 8W. 7. ANCHORSTO WAD. SHALL BE AS FOLLOWS: SW & ROW ON SHEETS S, 6 & 12 RESPECTWaY; SHALL. NAVE A LEGIBLE AND READILY VISIBLE MAWK INSTRUCTING OWNER OR TENANT To SECURE PANELS WITH APPLICABLE REINFORGOOR DURING PERIODS OF HURRICANE WARNNG. (A) TO ;[X3SRND._ RED I`SANCSM: 1 T, THE .INSTALLATION CONTRACTOR MS TO SEAL/CMAX ALL SNUMA COMPONENT EUO£S WHICH ADIAIN IN CONTNUOUS OOMTACT WITH - 44T 1 APCON ANCHORS AS MANUFACTURED BY LT.W- 9UILbEXV+.. YG•39 s:e.. / INC.NC 92 ( A ) T THE 9UN.DIN6 7o INEVENt WAN INTRII D/RAN SWN - f 4` 4 a 7 8 CALK -IN INCH AS ORB. MANUFACTURED BY ( pAr,i-) INC. MIN. ,LT f /Cf • 3/4 SOUR -SET ANCHORS. AS OSTRIBUTED BY ALL PONT SCREW, BOLT & SPECUM.IY CO. L POIN & SPECIALTY 12, STORM PANEL tNSTALIATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY fM11LDINC AND ZONING REOLR.AT10N5 (M6n. /'G=3DOO P.al.) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, - +14-10 PANELYATE FEMME 1) & PAWLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS: (MBA• V4 33S0 p.L) 13. (G) THIS PRODUCT EVALUATION DOCXUMENT (P:ED,) PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - I/CI CF TAP -GRIP MCHORS, AS MANUFAMIRED BY TRU-FAST CORPORATION (fG 3800 p.•,7.) FOR A SITE SPECIFIC PROJECT: L.. WAN THE SITE CONDITIONS DEVIATE FROM THE PX a A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE t 3/4'; 2' FOR PMffLMAIE FEMMALE (5) CONTRACTOR TO BE [ABLE FOR THE SELECTION. PURCHASE AND INSW3ATKX4 INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT OEMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, 10 AND PANEMALTE PLUS AND 1 1/4- FOR CF TAR-GRP ANCHORS. CONSTRUCMN SAFETY AT SITE S THE CONTRACTORS RESPONSIOMN A.2) CAL( -IN & $DUD -SET AN040R5 SHALL BE EMBEDDED 7/8- WO THE POURED -CONCRETE. No EMBEDMENT INTO (G). THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALR IF MODIFIED. STUOCO SWILL BE PERMITTED. 1/4- I-20 SCREWS USED SHALL BE 1 Tf2. LONG M94MUMA SHOULD STUCCO EXIST, NO i' MINIMUM FOR WALLS WITH NO STUCCO, ]MID MAY BE HEADED SCREWS OR ALL TNREAOED SCREWS W/O HEAD, (d) SITE SPECIFIC PROJECIS SHALL BE PREPARED :BY A FLORIDA. WGISTERER ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WARG NUTS, ENGINEER OF REO7W7 (EOA.)) FO�R THE PROJECT AND WHO WILL BE RFSPONSIBI.E FOR THE PROPER ENONCER A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PA ILA PAVERS, STUCCO OR *000 BOARDS BE FOUND ON THE rSE OF 711E F.ED. OF RECORD. ACTING AS A DELEGATED P40NM TO THE PJ D. ENONETA. STALL. SUBMIT TO THIS LATTER THE SITE VMFIC DRMIN IS FOR REVIEW. OWING WALL OR FLOOR, ANCHORS STALL. BE LARD ENOUGH TO REACH THE MAN STRUCTURE 804140 SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A2). (4) THIS P.E.D. SHML WAR THE DATE AND OWGMUL SERL AM SNNATURE OF THE PROFESSIONAL ENINEER OF RECORD THAT PREPARED IT. {B) 1'�rii+S9 C NCRBTE QGK WNA ASTM C ^ 1 - 1/4- • TAPGVN ANCHORS AS MANUFACTURED BY 1. T. W. BTALOEX. INC. LOCATION AT STORM fd. SHUTTER MANUFACTURERS ACCORDANCE ICE SMALL 8E 1709.9CATED ON A READILY BUILDIISIBLENG PSHALL ANE. SECTION CODE ONE TAKE. a FLORIDAITHECION 4' P x 7/5- CALK -IN ANCHORS, AS MANUFACTURED BY DEVATT W_ (MIN. Fw15W P.«J,) BE PLAT D R EVER MWIT IG TO C IABiLL1NG TO COMPLY VAIN SECTION 1709.9.2 O' THE 1 - 1/1 4'9 X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, DOLT & SPECIALTY CO. FLOICA BUILDING COOL (MN. Fcdtaoo P.J.) - 114-10 FAM MAX FEMALE N AND PANFLMATE PLUS ANCHORS. AS MANUFACTURED BY ELC0 CONSTRUCnON THS GRAYING SHALL ONLY BE USED TO PRODUCTS (MIN, FG-2071 P.eJ.) 4y,;MIIAUIF O$rA1N PERMITS IN THE STATE. OF FLORIDA - 1/4• 0 OF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRIM -FAST CORPORATION AtA�,XG .A rf •fj • , r 0.1) .MINIMUM EMBEDMENT OF TAPCON ANCHORS, a.CO PANUANTES AND CF TAP -GRIP ANCHOR, Nr0 7Tff � � FLORIDA BUILDING CODE (High Velocity Hurri" 13LOCN UNIT SaIAu. � , 1/4". ' 1 1/4-.S BLOMIN �'A•'= "6' TO DACE GALVANIZED STEEL STORM PANEL •: 8.2) & LOUD -SET SHALL BE EMBEDDED 7/5' Ni0 THE CONCRETE BLOCK UNIT. NO E Q• 167 INTO STUCCORE PERMITTED. 1/4- P-2R SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD O LDtfAt. PFK)TECTImt PRODIJCiS, I.J.C. C .SHALL EXIST, AND 1' WIWUM FOR WALLS WITH NO STUCCO. I_gli CTA n- � � EM 10 -sHom • TIMIL M 9) SHEETS B THIMLGM 9) WA"CE1B25 T1�'E SCNE 3/8,.1" SCALE 3/8..f" SCALE 3A..7• SCAE 3/8:.2' ED..• EDGE DISTANCE I i (SEE StNEOuI.E ON oM °NON roM 1 SHEETS $ & 9) + 1 MI IT [r tlsaiE. Elm ow 12:1/r«SS TOP&£QSBm_NNOS SErrT1nM-S: CAN BE `"d i dot fl Aarl'" q BLED IN ANY WAY TO SUIT ANY EXISTING ?*'o -�"4�XN EC. GNdIFTE AUa x I,K SHEETS I THR&JOH n BCAi£ 3/8-1' NN /T I L I ECCU► rr+ec. TILLIT TESTING & ENGINEERING COMP 'II•L)T JR 1'E. All PRODUCT EVALUATION REPORT R•P• TLl;,A. L REPORT NO,: 20-0727.42' DATE: July 27, 20ZO PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLG 48DO S.W. 51 Street Davis, Florida 33314 U . SE A �. POF EY LUAT10M This is a Product Evaluation Report issued by Walter A.Tillit, Jr.,P.E. (Sys,te• m ID# 19 o the Qr b ` Protectl` n P q6) t to al Products, LL tr r s, C, Rut a Chapter No. 51 G20-3; 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'BuiIdin Co`de. and #o v rifthat the Ouct Is'fa the purpose intended at least equivalent to that required by the Cade. 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 R. EV 7.1- EHOULIP T EVALUATION DO[:UMENT (t�.E U j:, Drawing No, 20-175, titled "24 GAGE tiALVANIZED STEEL STORM PANEL", sheets.1 thru 18 of 18 prepared by Tilteco, Inc:; signed and sealed by Walter A. Tillit, Jr., P.E;,; dated 07t2712020. This drawing is an inte$1r,optu6A}jt�s Evaluation Report. ,�`_* �., .... 67 ' 6355 N,W. 36th Street, Suite 305, Mlar 4 Florida 33166 - Phoii& (305) 871- •1•Z 41 * A I.. _:. '.. .4 •MIL, (D STORM PANEL PANEL I END, UP- 2 . W/ AeAekD T__ , 'T *D.OB-r F,100 1 130114 "rRI.0 VIEW DETAIL A L -2.0 N NL7'S ROUNDED I:ORNER 0 ENDS OF PA Fr>�i1IE END LOP W/ HEMMED EWE. !`�n1 (N.TS) (1) 2" XL/a• &UMipjUM ANGLE 0 1.4�17"1.O163- .625" t ZOO" .957• JSE HOLE WASHER aloe' 0-D36" (MIST.) pB4• GALYADZED SitA ' _ i :063'„J L.i M WING NUT .125-` .1875' ALTERWITMEL� NUT W/OUT MNX MJW *00 W/ ADDITIONAL * 7/8'Mx3/32' WJ.W,Ei ISTANtE4S T,iTil. OR NIdTEL PLATED 9T2EL). 9) GOM+OWE AM70M01TS _ SHEERS a TIMO WHO 9) a ;KALE 3P8-t __gj"OF DOMINGW NEW ,- WIDE x VARIES x 1/11 TH= AWN. TUBE OR __D. BAMD / P,T. MCDO PUTS SINGER I } NEW 1' MADE x VARIES z T/V T Kim, VAROS TE7SP E[ TRACK '�--••r-^-1 6�HEETs�LIpHDU *1r[•.. I: - M ,.A't.R.l A a 'rl L �•L4 j,j4 W • A.Ar. (TOTAL SO I ) TIP, ; GALV. EDGE H DETALT ' LO--A ---- -'-- 48,9 END STORM PANEL i -.,,� .T2S' 750• 1 4-0-�. Sam , 49T-Y0. - .._I iIn ., "250.1 70 ARGUE 4 TO ANCAE • .093' i 212 t/Y 0& 12 //2' 093 DPW 1,500' SEE -W' .0W SEE 1 2.T15" D9" 375 �I OE'RAS , .125" :t25' 9CIAA t _i 373 JIII (r ; jI / lgYt & L_._,..,_.._..-'__....5" Hoz,...�...,__.....,_..-...1 L-..1.50Q•._+i. �T,50g"--.7 AM 0 'U- HUM � ANGLE (9 ANGLE WITH STUD � ANGLE WITH ROME STUD ,574' .374- _}yp.756'r_ _ '-'OF P L .188'-•+i _ .096• .188 •- D'17.4"eSTL=NO R3" SE IE .375' • 0".835` , ,BALD' t�PNOtE • 12 1/2' Olt t 87i" Db2 I t, t4 iS06• K ,mow Lam_ .b25•s 2,000'---% , ""' STIR' j \ ® 'r TRpCI( ANGLE t'8� 3/8' "f" TRACK © PLAT PLATED _..MNNMRMA,.. MM STUD sANELS a & Ct%IE END QDM i)ETAGS EM INSTALLATION -IN PLED CMXM .TE_ BLOCK STRUCTURES QW= B= OR I)", 4•u MAUD FOR RI7f�Jl.AR. LIFE fiAM AND E-Z" PANEL_ "�, i�*d�e 1, I EW 112' '� sM All As-M,i # sW"A.' 1174H4A1 r i i m•n..a, 2 ,'Urz' I'R4_` 0 3E A fPLAN1® xa, N i A'ia•1 W C Ne ..._.x_. SCAE 3pw- PAAa•Mr �.°�' ,GJAXc 1 ,SSE a (PLAN) I ,�� SCALE 3/#B..t• r.rx4.rxarNAq Cox,,OT� 4oRm wm ear.. AIM,. MYL YdlNFMAE M m ICON L JBr� Q r H 1 i �neAs m HAOMOI - - 7 I 1 Awe M+Y « 13 TJg`IM t 1 3 / - �" Ir L � r CASE C f�P-LAN�t • f' I SCALE 3/18,,,• CASEIE D LPLAIdA CAM 3/+e-+` is LAI Coat. SCAi:E 3/8e1" �_100. OCMNO) a*, IT IT E.O. - EDGE DISTANCE ; (SEE SCHEDULE ON iT °°'L7 � CASE. F fPLAN) SHEETS s & 9) s:> (:ABONE 3/ISLE E fP w -, T "' - T,T'A R PRODL G r I.Y� 7TON TrPnRT TMO 20=0737 D;: 2 2.2. TEST REPORT;;'. Large mis sile ssfle impact a p Ct to d' a tests were performed under SSTD 12-99 standard as per section 1649.1.2 of the Florida Building Idmg: Code. uniform static loads as per Section1709.8.3 per -330. T l M E Est reports prepared b American Testing sf Pe p p p Y 9 Lab of South Florida Report 0814.01 1 datedwitnessed`WI 'a , pa #-0 03111102 _ by William R. Mahner, P.E.., Boriz Mdroz, P.E, and HenryHattem. P,E and Re'port No. 0219.01-09, dated February 2S, 2009, signed and sealed by Edmundo Largoespads, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 As per section 1609.1.2 of the Florida Buildinga Report prepared Code. Test R p rt p spa ed tsyAntarican Testing Lab of -South Florida, Report No. 9123.01-10, dated November 23, 2010, signed and sealed by Julia E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QG Metallurgical, Inc., dated March 13. 2009, si ned-:a sealed F P. ` r and ea ed b .rank Grate E as a ASTMl=-8 n s And Tensile Test a g Y A- P per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by JerryJaciofano, P.E. as per ASTM E-8. 3"3 STRUCTURALENGINEERNGC"ULATIONS' 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 anal sis, an in d accordance with 9Y section 1604 of the Florida ui d n . Code, Calculations 8 1 1 gprepared by Tilteco, Inc., _. e to 12 18/10 an revision), L dated 1 08` 93 far. his re stun d' d 1271 { t ), signed and seals. by Walter A. Tillit, Jr., P.E, 3. MISSILE IMPACT RESISTANCE; Large missile impact under section 1609.1.2.of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. . WIND LOADS RESiSTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product EvaluationDocument (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance ance to work - as anon non -porous, storm shutter assembt , as per SSTD 12-99 Standard. p y �NtA,)�� 4� ' 27 * 67 :* STATES Q- +nuHl D.M., 21'. n 1 F T X PR D T Y AT,t'vbNA .PORT NO. 20.0727.tl2 5, INSTALLATION: Installation h e Strictly •n shall b performed str ctiY 1 accordance with details indicated on sheets h - thru eta 3t 8 12 thru of 8 8 of Product Evaluation `o 1 1 ct Document (P.E.D.), drawing No 20-175 Minim um separation to glass shall be as indicated on sheets ;3, 6, 13, 14, 16, 18 and 18 of 16, of Product Evaluation Document (P,E.D.), drawing No. 20175. B -MAT AL CHARACTERISTICS AND SPEGiFICATIONS= Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor speciflcatlons shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175: 7 LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of product Evaluation Document (P.E.D.), drawing No.20-175 re bTilteco, I . an p pared y nc d Big nod and sealed by Waller A. Tillit, Jr., P.E.. T2. Product shall not be Installed: within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Pr oduct Evaluation Report prepared by Walter A. Tillie, Jr:, P.E. (Florida License No, 441,President of Inc.(Florida CA- 0006719). jlMistii4nlrrlk/� 7 WA7iLL D:r TILT"EGO. ADMQN RECORDS ORD9kP....E. RE_POR1TiPO4GLNBAL P/ P G s, L �4z R. ©EaN OAL ANIZEo STEEL STORM PANEL DHwG#20-175 i 4EPORT#�D.27,0t0 •,...�a ,� HnIHA+ 1/4, 2/4, 3/4, 4/4. 5/5. 7/5. 1W/10, 2w/10, 3w/10. 4W/10. 6/5 5W/10. 6w/11 & 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 6' 9 3' MAX rOR WOOD SEE SECTIONS ON SHEETS 10 & 17 1' MN.-, O O AS AS D.M4r'F - .. /��� 0 0 0 ®' 1. 1/4. 2/4. 3/4. 4/4, 5/5. 7/5, '--kkTMAX -. 1 MBA' 1W/10. 2W/10. 3W/10, 4W/10, 5W/1O, 6W/11 A 7W/i1 6/5 _4CNORS_Foil CONCRETE SEE SCHEDULE ON SWETS 8 & FOR WOOD SEE SECTIONS ON SHEERS 10 & 1, REGULAR STORM PANELS ni& Q ELEVATION 2.87' 1/4- Mot. GAP /,. MAX. GAP No'44167 INSTALLATION 12EIAILS FOR REQUILAR i} :: fI. WTO EXtnNG - E 09-PaWC_`?ETE BLTZIC -STRUCTUIR] .-POURED- MWIC12 + t a HS/ssum �igNq~No 0 EACH °' NUY OS�FAC.1N i GMIDpAP. tYIN6 I .: �, 5DR F V MAX MAII f>!e'�� E• s EVEN l E 1/4' `M° i ; ,,T/4II-20x3 4 B.S. BOLT v 7/8-A3 32' WIND Nor i L ANM40M WWERED I GOFXRE7E ANCHORS D BE E OR 1 W/ 9TA7 M WKEDKE ON SNFET 8) Y cONORERE GO wREQUIRED � ppuRLD REQUIRED 6w i>TNgBDE Itsawmp 5r.+u,E i/&.1:" A scuE 3/8»1 N•M FOR. OF c_Frf7RfAtc ED. - EDM DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SURF ANY INSTALLATION. Ma/ TAT= K. 20 GAGE GN,VAINNTEO STEEL STORM PANEL cowft GLOBAL PROTECMN PRODUCTS, LLC. "T LL ET G 4 ,.. OW SW, 61 SROT a, rxYrArNv DAME, FL 307H i{)-•ids A, IV NM.IM 4Vmcxn n ATMM N4m,IE: (M)NO-75,a W. tls4�al-IRc7 _sP, r r�Pnnl Hu w •ore ,re +✓ n•: CJA. Tuft 7R9 JIMa A t, A JY. P. ,f-1N4 ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9 FOR WOOD SEE SECTIONS ON SHEET 12 Mot: 2-Br 3' 4&.. (ADM. OVE 0I -t ANGLE W-LEY) _Ak►,6. 9, 14 NM W11 1 • I I iI, i II I Ii I s 56R of t' o I;. I i I I , 4•.-20.1 1 1 S L, a: i ' a I i t K Rww2A. 1G 9 I j H i' IT eADrN t I l I i I i 1 NO --I{'j- i 1 j! iIf ^#'Y �� .A. i... .l l.-... 3 L. I L ..1..-)-_L3 .}t `TT-r _T-''- --�-{Tr:.- .T-I-T-T7 -ll,, a MisI AT DICK (:i3. t -------,r•�--^. �� i 's 71 � � I I 1 I � I i i� 1 i! I� � i s! 1' � I i I � i v3"' MaA: 9.:. t),I[„(�DX 1BY p�'ww w•w iw �Ry,.c.� I OF ' t ' i• MNrI• .Ij MAX I ..- -�-.- .�._� FOR t'TE SEE SCHEDULE ON SHEER 9 FOR WOOD SEE SECTIONS ON SHEET 12 ` REO OAR STORM 1, ELEVATION f SCALE 3i3r., jI f 1/4' MAX. GAP ' 2 (ADP M ome;u .1 wDa WALLEY) i CONCML'RE ANCE+ONS. I --- Y � YBCH)& m ON MAX. (A XCRM OR 5��A%�7A aLm SCALE 3/32"=1 .41 - O O Cn C6 U �+ U (3)O O CL O �. c � co U -a O O CtZ U _ fO - - - C O L Q, - C L O � O 0 C6 U O CU > -� Cn -0 G) C/0 L 0 E 2 a- _E CEi C 1 E Z Z W J N 4 • `�. lily f ) T W � y V 3 LU f . a"i t� F ,_ j G JJ +� NJ b+ ,� r. Z tB 6 O O 0 > / LLl Cn♦� -4--1 +--a U) =3 CIO 0 LL CL CIO C LI- U)�/� VJ W W z z Q J 11, SHEET NO. SH 1.0. '' a ` • WALL AND F QQB MOUNTING INSTALLATION FOR SPLIT PANELS ` m75 41/�0y'-pn�' 1. \W[ti/4,1 IWWU (p�y.1 10�P A COTTON) C {u4uet.1-�-� • 1. "� (Tjl.. TGPwt'�60,74M6 �r YIIIILLw 2' ti e)'/49 *T tlttTS .� 1• EDGE OF WALL u•.1f/,/If[!xt i�'1 V4• lie MID 5/te WPM N. 1 1 /tYm a SOVT �. Wr•OOiW 22 11/4' µ-IMN'�E.'0 \ 4i0ut X A61IDMaYat 1 1 { I (t1 W4rA I 1 11/4* sE j m tt ttOOa� 1 i 4 -.1.. 4 1 b!9) W�L:O#R.AAe. WL 0MND019 MULLION SCHEDULE a s) t,5 k4 • SPANs VA10. #DR -O6 WPRES11RE RATING �ECnON I 1IPi1 +SSG�r. iEnD� °Xrt"�0 SCALE 3/&•+' NOTE: MULLION CAN AL40 S 96TALL£O WJO STORM PANELS ON TOP Olt BUTTON SO THAT R IS T.00.tim AT TOP OR ROTR:M OF DPa"* (ONE PANEL CPENRM W/ TUBE TOP k BOTTOM) BUILD• -our MouHnNO INfxrA "N ALYERN M a W SCALE: Ile - 1- LWc MULLION $PAN (FL) • REOUI EO W. lm MULLION -' 4'-5' TO 5`-W Y Y 4` Y 1/8' I. 5'-8' TD 6'-14`. > 8'-10, TON'-0-. Y" Y B"N 1/8- .� g,�ALLATM - ALTERNAm 2w SCILE 1/4' . 1• 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.6.1. AND PANEL'S LENGTH UP TO 8'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP Q% BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAL MN. EONORETE 1MCHDRS SHOY 14) WNCMM AN 4M cm sLT%W O) 91EEP 14) POURED comp E EI WW NU1 : LYEIO' s+1M a Tz +/2• aG. F. To A({ I I r I a i I I I {SEE sCiEoii.E oN Y r rritrr�.rji r. r iFr ff =Eirr.WrrTsir r�AOLLE poPf S,�g SLEET 14) POURED colcREtE I [AN. tbWgO,M) �' IROUIREO t:OxCAE7E 111CFplB �'T'-) � l3CE SCVSSHM 14) A. WALL MOUNTING INSTALLATION WALLAND FLOOR NM G INSTALLAEION SECTION 1 SCALE: 3/8' - I• '"-A5E SCALE; 318' • 1` MOTES ON LSE <.4M STORM PANEL -fiTrWeu . 1. LIFE SAFETY STORM PANEL. CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION M BETWEEN END PANELS). LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED AD44CENT 1O R€6ULAR PANELS (W/ OR W/o REGULAR TRACNS.) 1. LffE SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL. AS PER CO60POFlENT SHEET 2 OF OFAVOI4. LE PANEL ITSELF TO BE REMCAIM OR INSTALLED FROM THE MIME OF STRUCTURE. NFL s. 8UK E coLSAFETY iPDN P 4DA R 2 T1±° DPAWIc DNI:NT {Nj) & 9DiroM TTucN TO NO, N Th COMP!)NFYiT WAY BE INSTALLED WALL. OR FLOOR MOUNTED F0LL010NG SECTIONS 1 & L' { 2 ON TkdS ET, a5 WELL AS DETAILS 1 & 2 ON SHEET 14. 4. Mtn, LENGTH- FOR COMPONENT 5 TS'..5 s ' NaL AJMC IOR SPACING FOR COMPONENT O ANCHORAGE AT BOTTOM IS GIVEN ON SCHEDULES 1 & 2. SHEET 14. ,k COMPONENT �TMAY 8E PERMANENT OR REMOVABLE. .Q ATf S SEE DECALS FOR OWALUTION INTO WOOD FRWE BUILDINGS ON SHEET 1S. S. OR e SEE SHEET 4 FOR DETAIL APPLICMLE 70 THE NECESSITY FOR THE INSTALLATION OF QN SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. AFJ, „„ lulI�NIIII�I SECTNN3 Y-Y SCALE if4•+++' CLIUNG Jt MOUNTING WALL k FLOOR MOUNTING INSTALLATIGN -. ALTERNATIVE Aw INSTALLATIONS - ALTERNATIVE 3w (SECTION AT TOP TS UNITED TO +55.5-67.0 MAX. SME. 1/4" : i' A.S.D. DESIGN PRESSURE RATING) 90AL& 1/4' - 1- Ix � FF 1 t 314' 0, DEx ,R%,b4A .D AiaN AAA.® .(4• uIAK.Pisa • 4• u. Y 4ID�D"IIN OWac �G.Y�N� KU&U MQK ..' SEMN ,may $ME- 1/4' - 1- FOR 01"'N l' ""Ili SEE samms tW SHEET m l'OR WOOD SIXEN: SEE SE011a1 ON SHEET 15 i, & iW/15 1/4W ?/4 ?A/1 3/4 ITR 4/4 1, 2 Ac Tw/15 s M, , Nti AN Kill 111111 Ill lllillikill 1111111111 r %15 NRA Rf Mw I.RY ,]ATYLL - L-..--.._...;..,.�. I.a. RF6uwE PANEts w/ cAi LOCATIaN LIE€ L'✓W. TW%IA iWWLAW) W/o REC" TRAOM (9EE NOiE 7 BEI.OW} A LAST PAIRJ. YI) TD 0E BNSTALF3) AS #1 FOR WEE Wm SAFETY STmai PA°'t aIENR'16 SHN,L LIFESTORM ALWAYSOeTION HANDLE OA i1LL.T.O I, TOOF BE INSTALLED MOVED FROM INSOE ELEVATION STRUCTURE.OR SCALE 3/32"-I` �CA 1/4' IAxP Ora ( a 1 a 1/ . AT Wt PN6$. SEE ND1E i) SECTItyj+i 8-8 SCALE 3/32`-7' P � •L P.E 1L E G 0 flee. & ANY 14n iy NL. mR tMMp i4WD0. n N,N MOP. A�0PD571JF. P.E 20 RAGE GALVANIZED STEEL STORM PANEL oR F.P m: PROTECTION PRO DUCTS, U.0 q5D IM 3, 31RAT OAYE. R A3,4 PHONE: (054)050-7645. FAX (W4)66 -67s7 07�0D4 20-f 76 WNW"* NM i W tN . � - , ,M am u OF 25 MAXIMUM A.S.D. DESIGN PRESSURE RATIi�Q (R.a.f.) AND CORRESPONDING j MUM P EL LEMM "L" SCHEDULE Nun ONw 1'W,R 1Pl4Yl t/T7a(fi ,MerulamMa as IX4 ,sr1M1Ne t nxM, to ON 4MEE1e A N i At +SA. -72A ?'-IV OR =5 I t/4- ONBOLTSO 1 7TXLU 5 k 7 +5sb. TO 3'-e W. s 3f4' UN60L7@ , TIMU 5 & 7 +UA -72.0 at-W TO I I'-2' M- z F/2- ' 8 +43A -45.0- 12'-4' OR LESS 3 I/2` ��pL1��y� AT 0� 5. 9 k t0 • BDITSO 1W/ 1/4'*-IW- SS. HIS. Z OMIT AT 094AP A 1EMENBNI OF WNfL NAM ONEY FOR PANUS, M& Q WSYAL1Atta6 AS PER SMTIONS i THRU 7. ON SHEETS 4 k St uk"m A.& DESOM PAESSM RA754G {PPy MN9RM AHDM 9PAOW. FTRt ED. - 3 1/7' •• - APPUCARK 70 gODOWS / k AAA• PXRMEMTIDN OF THEM MAXOM PAND. Loom T.- (IL) 7.Pf0N # TA qOP CALK-W PANDA= fflWE C PNHIWTE PUS W i0I10AE'E 0«almLu, K 70 co"co E f SLOWet TO txtW Rm - ID C9NCf m t TO C41Ca m Btm Ir WA. N/A ,.. N/A:... S" N/A C W'R+ 4' /!/,i 1 (T1p} r 5' WA M/A. A• 4• 4• C tY 5• 1 (eO:TOM) 5' WA WA' WA 5' N/A 5' WA s' N/A 2 (1 C WA NIA N/A 5• N/A 3' WA +' N/A 2 Wnmo +555. -7L0 5• NIA N/A WA C WA 5' N/A Y N/A 3 k 4 ) r-5' OR LESS OR LES N/A 8' g C 3 (Somho 5' N/A WA WA 5` WA C N/A 5' N/A 7 t1Op) 8' WA WA b, 6, s" C tr C 4 k 7.(e�TW MIA.... WA 12 t/z` a 1/4' 12 1I2' 6 1/4, 5 1/4` 6 I/4' G tx 5 1!4` 5 lTDP/doT1010 SEE SHUTS 10 A 11 FOR ANCHORS TAPE A SPNOW MR IIISAYOAT10f45 KM WOO MWE 10E9R,D. MRAMY ANDIaI SPAp168 AND W0&0A7 E7)tlE ORNNCE ARE 11000 TD ON " SC/WOLLL FOR CA LESS iIAiH M9RIOTT ON SCHE0IA£ A®LOf ANP1la! SA CM m N I PLYNO SPWOW SHOWN ON SQEmLE BY THE FOLL°WM6 FACTORL FOR THIS OPEIMTOU TO WE PEE, REDUCED S AOND MOM USW FACTOR SHAM AM BE LESS THAN MI NUM SMOSO WOCATED FOR EAON ANO W TYPE AT ANCHORS UPGO& NR51DI11ML 1/eo 1/4"b W. 1/Cb t 4's 1/00 WPM SI up -ma, 0WX-N i4�dR 10n. "'" mYOOS: ). 3 } 3 3 3 t/2 1. .._PWNPm OmN.O.. 1 3 J 3 ] 0 ,/1 %WNW ,&; T W.iA.QAj S 3 3 173 11,* 4 s I/2 mm m om ORISrm ,11Lw S ,m 1m 1m .O 3 , Im m lm A tell] IN G�n�•, ii V AA14 R4i 1 ., _ IL 111 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO V-H", 2. FOR NEW WOOD FRAME CONSTRUCTIQN; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY S) A .'f..: e. IlF •L ;sl •L ;a1 = • eft ALTERNATE s+uDs o �✓ OR B .... 1)' 9CHEOU.E SrsN •" 12,11, N.A. ANCHOR 1, 5wellm s 6PACIKKi T -3• M)0... DEWL 2�'. L{!flR Yl�( �jN 1�ISTALLrTION (APPLICABLE TO SCHEDULE 2) SCALE: 3f1TP :- Lv - MAXIMUM PANEL LENGTH "L" SCHEDULE j6MCA"c OW TO SECTIONS t k 2 WNC3@ FOR LIFE SAS STORM l� SYSTEM Q8 'NF,£L I - - - MAXWJM A- TAFOOII EF TAP-OWP L'IER-M PAiA3A:11£ FOW;E'D M1$ILUGE RUS p 70 DEM PRE walo f-J.) 10 comam to am CONCAfl7EMMM" 10 70 TO ow" 70WIMM m t COIN hum To 0 gOCIMN9 i k OF TI A1pWI MNdiw PAtii t1740H, R" (O.) 8` N/A N/A N/A 8' N/A 8' H/A 6' N/A 1 & 2 (ff1P) 55.0, -72.0 g• 7' 9. 9' 9` 9' 9` 8' 9` D, 1 (BOTTOM) 8'-0' QR LESS +55.0 -72.0 8' N/A N/A N/A 6" N/A - 5• N/A 8- H/A 1 & 2 (TOP) 5'-C 9' 5' 9' 8' 9' 7 1/2" Ir 9- 9" 9' 1 (BOTTOM) +55.0 -72.D 6- N/A N/A 1 6" NfA 6' N/A S. N/A 1 & 2 (TOP) TO 8'-B" B• 4' 9" 8• 9" B" B" 6' 6" 8" L (80TFQM) NASA Prism RE % (SRO 15/C Ih HOM EDP OF ANGW OGC S C3uD A 3' Ma FAbt lOF tFAPOLEj EAPPCiuf� & SECTIONS lEADMLRM P LENGm 'L•' M 7 CONCrIm o TAe - HU +49.2 -61.5 3• ,S" 4..1 4 1/2` 2 (BOTTOM) Y-6' OR LESS +52:8 -66.0 3" ? 3". 4" 4-.. 2 T1OM (BD ) 7'-6' OR LESS. t55:0 -72.0. 2 1/2^.. 2 1/2' 4` 3 1/2' 2 (BOTTOM) Y-6. ON LOS +55.0 -72.0 2 1/2' I 2 1/2` N/A NfA 2 C9DttOMj 7'-6' 70 6'-6' +SS.O -72.0. N/A INIA... 3. Y 2 (BOTTOM) Y-8• TO 8'-8` 4tAtmwM AS,a ItESNT i+ A)ATpiO ,lu PAW 1FJi1H mil ) W14 Q � 1 �pmw �.a -T2A SEE SHEET 15 FOR ANCHIM APE A SPMAM FOR 56TAL MM9 MR) WOOD RIAE SJUM WARM AMW &FACINGS AND ~AAA Ra MIA/M2: ARE MMT® ON INS 49M= TOR EO. LESS THAN I OCATEO ON 9CIEWRP 1WDUf,E /Or SPARq BW IM7IPLYIRW SPIC9X) SHOWNON st mm" ST THE FOLLOWING EACfaS_ ELLS iWus aPERATIOII 70 PO55 E. RWU= BROW OSTANEO U8W FACTOR SNA L NOT BE TES THAN MMM 9PAM WgCA1E0 FOR ECH ANCHOR TYPE A7 ANCIMRB 1=0. oom INK 1/41 Sf4'b 1/4Y 1/4% T/C UPOGN 1Y SiP-OW C.4N-N NK ASAOR VMOW {C } n $ S S 2 'mrbWc91N iMJ 3 3 J a s PIaAW WuA OA! AMA m DOOM NIORIIR 3• 1 - Im NALA ONLY FOR PANELS(])* WHISMALLATIONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4, 5 a 6) MWA81 ANCHORS SPAONO fOR ED... 3 1/2' ^ AS,a DESIGN TAPCaI # iAP-CRP'. CALK -IN PANOMATE MWLE' W "MIIMTE PLUS CIA) SET SECTWN5 k MWNLW PAHiL. PRESSURE RAttND (pt.) TO a MC ETE I To BIAl3t 10 CONCItm TO ComeR 7E 90L0CN TO CONCRETE 70 CONCRETE BLOCK TO CONCIIE7E TO COWD= SLOW TO CONC m 70 COFTRM &.Opt 10 OONCtETE lY> IXI�AM BLOCK ANY ComewoON OF THEM LOOM 't.` (IL) . 6' N/A N/A N/A 8' N/A °" N/A 8' N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 8' 8- 8" 8' 8' 8' N/A N/A 1 (BOTTOM) 8' N/A NIA N/A B" MIA 8' N/A 6' N/A N/A N/A 2 (TOP) d" NIA N/A N/A 8' N/A 5' N/A S' N/A N/A M/A. 2 (BOTTOM) 55.5. -72.0 6'.. N/A N/A NIA 8' N/A 8° MIA e' N/A NIA N/A 3 & 4 (TOP) >Y-5" TO 81-W OR LESS 61 4` N/A NIA 6' 6• 8" 8, B• 8' N/A N/A 3 (BOTTOM) 8' N/A N/A N/A S. N/A 6' NAA 6" N/A N/A N/A 7 (TOP) 4" N/A N/A 8' 6" 8• 6• 1. 8" N/A N/A 4 & 7 (BOTTOM) NfA N/A 12 1/2" 6 1/4' 12 1/2- 6 1/4" 8 1/4' 6 1/4- 6 1/4' 6 1/4, N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A M/A 12 1/2" 5 1/4" 12 1/2' : 6 1/4 6 1/4" 6 1/4' 6 1/4' 6 Ile N/A N/A 6 ((OP/BOTTOM) 8'-8' TO IV-2". 65.0. -72.0 WA. N/A 6 1/4' M/A 6 1/4- N/A 6 1/4- 6 1f4' 6 1/4- 6 1/4- N/A NIA 6 (TOP/BOTTOM) '-8" TO 11'-2' N/A. N/A N/A N/A N/A N/A N/A MIA 6 1/4" 6 1/4• 6 1/4- 6 1/4' 8, 9. 10 (TOP) 43.8. -4Q0 8' 4` N/A N/A N/A N/A N/A N/A 6- 6" 6 1/4' 6 1/4• 8 (BOTTOM) 12'-e OR OR LESS 6" 4' N/A N/A N/A N/A N/A N/A S. 6' 6 1/4- 6 1/4• 9 (BOTTOM) LESS N/A N/A N/A NfA H/A N/A N/A N/A 6 1/4' B 1/4' 1 6 1/4" 1 8 Ij4' fO (BOTTOM) SEE VCM 10. it AND 12 FOR AB1G10R5 1YPE.A SFAGWM FOR 9L4TXOATIONS WM WOOD FRAME &ODYXf. MINIM 441MR SPACINGS AND MI NOAN EL�.OSTANCE ARE IUOPGITED ON TLt6 5CXOOW. FOR E0. LOS THAN OMWOO O ON SCIMU FM= MOM SPACING 6Y We.TR1LYWM SP.ACSM- SHOEON ON SClEDUtE 6Y THE FOLL"M FACIORS FOR THIS OPFfXNN TO WE POSSIBLE. REOUCIED SPAGM) OBTAIED USING FACTOR SHOLL HOT 1E LESS THIN WINI" SPACMO 010"M FOR EACH A OMR TYPE AT ATOM LEGETD. AMONOIR TWV Ile. t/Cb 1/4'• 1/CAN 1/41, Ngww NO, *10m SPAOS* DA} N�� 3 3 2'1/4 3 J 3 1/2 3 In 4 3 1/2 AQIML EA F A•C T O R 11/2' .ss- 2T -S. t.tBi fA0 ,m m 3 1 . ".y AT NIDMMTH OF F DIRECT N MLIAMN E„4l SCALE 3/8-1- iCAtE rmT�1 1. 1NSTALUWT+4NS FOR ALTERNATNES 6W, 9W & 10W ONLY VAUD FOR I)U1L(11NGS WITH A.S.O. DESIGN LOADS UP TO +43.% -48.0 P.sl AND PANEL'S. L NIGTH VP TO 12'-4' & rOR NEW WOOD .FRAME CONSTRUCTION:: WOOD MEMBERS TO BE SOUTHERN PINE Ill). 2. W/ SPECIFIC DENSITY OF O.55 OR EQUAL N 7'd1 TION OF eCf`17[1NC; TAW &. BOTTOM MOUNDNGS CAN BE COMBINED U4 ANY WAY TO SUIT ANY CU > OCL V./ �--F U 0 Q O 2 C .� Ca U (D �- V O O O+••� I. - C O W O LL C. - � 'M LL N - 00 _W O LI.I �' ✓' -- - c N A Y C u) Q a) _ v (j) e p ca C- > R. -0 V O > / w ' INSTALLATION DETAILS 7/1 s� • °' as W/ 1 1/2 Effie ]WOOD HI PEMET1tl0MN 10 51O81R1O 1MW ,EIDER FOR OPTION 9 9 FOR LIFE INTO EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM I cn }� { I ! EO V wow uAutun I cu H. O 7�5y.J/aL N°UT12' � � ALTERNATIVE 1 ALTERNATIVE 2 (��) 1 1/s' l5n ? 1/4-ftr W°(2 1 O.0 � Q a�iIPW u . M. roAR SEPARATION t I_ I 3 EO Eo OR EO I z l; vT V O ALTERNATIVE 3 ALTERNATIVE 4 U Q) 2`RE{MIKEp 1 1 _ 1/4-a LA5 Sp1HW5 e r O.C. W/ 1 1/2 l • j tDNG SUSOlt °/ tl4'►-204^ si Ms ° rt 0. 0R.WOOD FRAME CONDITIONS A ANCHOR LQMON I� 1/4'i-20 PA OAM FDWF 0 ORALTERNATIVE PAH03a17E-PI{LS • Y O.C. W t ZOO, RDVAOE4 vEIETRATMN m 1IW0 SOME: 3/C - 1' L M W G INST PLATE 7ION NOTE : SMRW Turns NOT STORM MR CLOM INTAKE• MQUNTNNNNN AI.ERNN LIVE TNO,IN ��alTutrr� ram' • CEN N W - 7 * : FLORIDA 4W020 RTECO. NG BUILDING CODE Hi h YBIOO Hurrlecho 20 CAGE DALVANIM STEEL STORM PANEL Zone o� 0, t. RI5TAL.tA17aN5 ARE ONLY VALO i7Xt tWNLf N S WM A.5.0. " M LOADS LA TO +5a.5. -72A at AND PW'S LIRRM IN TO 8'-e". 2. WOI1D FRAME CONSTRUCTION! RpoD W M DE soutlElSN -O'•. ST '%-r9� •. F 0 ''.. ACAe C RI - •••• MWrr IIINC• PROTECTION PRODUCTS I.I.C. 4100 S.W. SI SRAT 4 OT/g/2p2p tWt Z z MEW PRE ND. 2.W/ ce115P1r O$ ORLnLML - �i SSA., i �(LuN "�1////}(,�I�(�/� ry"/+AMtf - d TRAIT A C6NIMNT xa1JM. R. iw Ili 4MWDM,.n m e O.A7E. R SS/N PMQIF: lIW)W -734& PIA: ORK)I10-CM 20-176 iMp"" PF. 36q/1WAY�TU<IFfiM.7E Fu-, CAP "1-t"o . . OMD a,_t"1 nGla�°°°nunn'Aa. P,E. .Y. APmsw aN rµ r ser. p.: 1,- • - - pLDM,O Nm sir 1s ar ss J SHEET NO. SH 1.1 rl- Oft (SVE SECTIONS ON SHEETS 17, M 19 & I r ma. wi 511/flk r .7 Pvl A, 4$6/20 * Sw/w I. ImQ 1 6 I'l 1 0 0 0 0 11� 16 1 SEOQN A --A SCALE 3/tv-1- MAXIMUM A.S.D, DESIGN PRESSURE Max. PANEL LENGTH L (FL) MINIMUM SEPARATION PANFI RATING (p,s.f.) (SEE SECTIONS) TO GLASS CONDITION +5&0, -72�O 8'-B" 2 3/4- UNBOLTED INUA N DETAIL$ WM 5IQRM NEL SYSTEM L�U I~ ANCHORS I TAPCON Alic"Oes 1 4' 'EAPOOK ANCHDRS e TAPCON ANCHORS D.C. r--4r. Q.Q pomm -4 Do OUR Ile BUICK "MURM BLOCK MmAm BLOCX am"m ri BUICK jRXAPm I Ile 1/4- a" IS In im : 6 ET -a low AT Colow JI I CLASS L % F "4e4-.& vsL w/ AMID NUT WASHER Rg 0 g WASHM NUT yw.t5l- at, .3/32 WAS a -Ilr I t 12 04. TAPOON ANCHM 1APODN ANCHORS lIr D.C. a 4 IA* ;I= ww) WA00011ma W/ STUD) OCX REQUIRE0 REQUIRM RINLARED WALL WALL 11(rfMtj6 III ION WALL OLOMMO W"LJM SCALE 3/w-l- WAE 3/8--l- scALr. 31V.i' gm "a 10 A, 20 PDA 000" TYPE &V" Ift omm FOR gov"A'"01's Oft wm "MME INAMPA, JAL NAMM WAM A%11= ...... TED ==."A FLORIDA BUILDING CODE (High Volotify NU cone Zone) 90MU FOR M I= DON ZZOO OR w SY L,= "wil P 0 157 ACRAL 20 GAGE GM.VAN= STEEL STORM PANEL UNION ft momcnoN PROMm Ug. lide C 0 pr i%tj !:go% ft 0 "Owl cwxm-gw 20-176 C-40VTO , , I �� INSTALLA11 N---DETAILS FOR OPTION #2 EOR UEE SAEM MRM PANEL =EM JING e EQ MOM Q ONGRUE BLQQK SIBUMBES I e YAWN ANCHORS Y-01APOON ARWJRS ox. 0 a, ox� Pm POUM mffm,- 0 Coo= ow, REDUM Atatow I/v I/V L Isor - GLASS :1/4 "a W/ Out 4 'Pow lilt 14-10*0 PME&AWK 14-1wo EvaLMATE PLUS W/ 10 . 3,PP3r W010 NUT WASHM (BEYOND) 8 1/4� REQUIRED SCALE 316--1- SCALE 31fWr-11' SM SHOT 10 4 ID I" ANOWMIS TYPE '0101001 TYPE ........... .. SPlaw, $0 SSMUAAM INTO WOOD --- FRAMS swim A No. 44167 mmom -.a. a a FLORIDA BUILDING CODE LNg Volooffy 14. re, Zone) lim"14 SP/2 wj 143031, Mo. ammm- 20 GAGE GALVANIZED STEEL STOIRM PANEL WAIVU14 01,00*1 SHOW ON MCNED" a*, By THE FOU411" FA41oftiNg 01,01010" 10 at GLOBAL PROXCWN MWJM IM S"'Milre"M WACIMS WAINO) Duel VVM $HALL fr ------- Zia- .:1 20--176 P4 110010INJUKAM 9z 1;�X� L* W17.4ol. Swill. 7AW119a &W/20 CHORS (ME SECDORS ON SHEM 17. 18, 19 At 20)---- QPIIQN #2 FOR . UEE SAFErf, = M EANELCD ELEMIQN CAI > 6-0 .2- 2 8-6 2 co 0 -0 a) i n CD <D -&-, 0 co -co 0 c Co = 0 .0 --1-- Co U- 1,- 0 CU > .w U) -0 a) to E L- 0 w -P-j M 0 L- CDL Cz -0 .- C - -4-0 Cl) ca. < 64 w mi INMUAIIQN QM3 EQR 0PT19N U. EQR UEE M PANEL SX31EM UMA =W& WM Y&D L=Z BAN MW PA191 IM EXIM I E-2 fMAG STORM PAhU SHOWN ON THIS PRODUCT' 01AILIATION DOCUMENT (P40) HAS BM VERIFIED FOR COMPLIANCE IN 83) MINIMUM EMBEDMENT OF 1APCON AN04M AND FANELMAIV FEMALE 0 & PAREINIAfE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF INS FLORIDA BUILDING CW- sHALL Be 1 1/4-. 7 1 Fq I DESIGN W40 UMPOS $HALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOF, OF IS 7/11- KID CONCRETE. C= C%j 7-, VY &2) MIN NolA=ENT OF 4,1�4;0 -11 WHERE THESE 1�MWU B%WALLff Si FOR A "IMMIS AM SHAU THE INUM &) MR A WCCEA k 1/4- 0-20 SS WEMX SOLTS USED SHALL BE LONG ENOUCH(SHOULD ANY FINISH MATERK DOM) TO -0 TAPOON 0 6- Ot. DESIGN PRESSURE RATINCS INDCATED Cff SHEM 25 & 2& Dwa 3/4- Iwo ANCHORS. Ir 0-0, -1/4 00 4�# TAPEOK 0' DO, I/,v* TAKIM a fr O.Q TAPOON 0 r QC. THREADED IN OMER Arn X Allow COMEXTION, ULTIMATE OESIGN *No LOADS DETER"m PER AM 7-16 .- - -) N Rm TO �tkk&D LOADS By 1011111PLYINO THEM BY 0.6 ill M 70 EJ) IN THA TONE� OR PgC=CC0WCREMTE NPMMOE FOUND ON THE EXISTING W" >< S.D)D=V;LURE S S;ZCnS Pbor"All" AT WOOD AT WOW HEADER i HEADER TO CompmE THESE W/ MUM WOUIPED ON SHEM 25 & 211 MXDIR No N HE E W41NO SUCH PANCLS, ANONORW C= HEADER W-Am NIAM IN I I SHAPU. BE AS MENTIONED IN 9.1) AND W M), ILN I X14 -L CL Al IN ORDER TO VERIFY THAT COMPONENTS AND ANC44M ON I" P�EO. AS TESTED WERE NOT OJER STRESSED, A 33X INCREASE 1/4* If2* IN ALUDWAIXE SUESS FOR WIND LOADS VMS JIM USED IN It" ANALM FASTIENERS SPACM TO WOW HAPS SM Vr 1/4 9i �-D L- 11/4� Ile DETERMINED IN ACCORDANCE WITH A1,04, 2015, (C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE REDOMMIDIDPITIONS AND SPINIFICATtONS OF THE ANCHORS WITH SECTIO 26 MANUFACTURElt STORM PANEL*S ADEQUACY FOR IMPACT AM FATICUE RESISTANCE HAS OM VERIFIED IN ACCORDANCE N 16 OF THE ABOVE MENTIONED ODDE AS PER MMESIRAWN TESTING LABORATORY, NO. REPORT 111 2032. AS PROFOCOLS TAS-201, Ill it 94ALL BE THE RESPONSIBILITY OF THE cwRAMR 10 vmwy THE souNoRm or THE STRUCTURE Ymm SHUTTER Is ITER SHALL ONLY K ATTACHED TO CONCRETE, SLOCK OR WOOD FRAME BUILDINGS, -C Xx /2� TAS-202 AND lAS-201 Z THIS SYSTEM HAS SEEN DESONED TO BE INSTALLED ON THE OUTSIDE OF THE OPERINO ACCESSI4 THE OPENNO FMM THE USE 12, THE INSTALLATION CONTRACTOR COMPONENT- EWES WHMN REAPAIN IN CONTINUOUS INSIDE THE Of A L40M OR UM " APPLICATION 0 VAUD WHEN INSIALLATION IS WIEMW TO BE PERFORMED _0 FROM N-%* OF 910,1011ML CONTACT WITH THE BUILOM TO'S 10 SE!lI4 a. 00400m Ivo, LENGTH 1=NUw= CAULK AND SM SWIM IRACKS ALL AROUND FULL C: IS MAI% 4. SERIES IWO INSTALIATION IS APPLICABLE TO SMOTE AND DOUSLE, HUNG SM WINDOWS WHEN INSIALLATPON IS REQUIRED 70 BE low 900" PERFORMOD FROM THE INSIDE Or SMUMRF- PANEL Lr*=M PANEL CR sw 18) 11 STORM PANEL WSTALUXION WALL COMPLY WIN SPICS NOItAM IN M41S DRAWING PLUS ANY SLOLOING AND ZOMNO 2- v a., (-/ , ; - < PANEL LENOW Ism NOTE I BELOAD OLASS 4. SERIES 2000 INSIALLVION IS APPLICABLE to SINGLE AND DOUBLE 1111,1140 AND ]HOWMAL SLIDERS STYLE WINDOWS WHEN REGIALATIONS PROMED BY THE JURISDICTION WHM PERMIT IS APPLIED TOP. mmamm (") , W. SIVAPPIAMN (SEE Nam I sam DQSM- w Dun am INSTALLATION IS RMUM TO BE PERFORM FROM THE DISKS OF STRUMME. IC ATRIM "MO AND, DOCIPS INC, E - Z KAM STORM FAND. SYSTEM- IS FOW PEREW am ADMEN, lle� r i I - 1 i (Sm MM 1 911001 1 BELOW) 20#* i S� ALL ALUMINUM EXROWNS To BE 063�% NUDY AID TEMPER. (UNLESS MERWIS& NOTED) (a) PNSXUMMT&�)i�PREPAHMI BY THIS 04WM IS MOOD AND DOES HOT PROVIDE 11 am") PANEL LOW" m lil"10" PAHEL ON jim 14) ON ow IS) 1 1 1/4*0-2091* km ss. Al's. W/ MOT 1XICTON FWA WHERE THE SITE EXINDMONS OMTE FROM THE P"L 4 i I MRS W4 I/= A off S. ALL ALUMINUM SHW METAL USED AT CLOSURES SHALL WE 3105-Hl* ALLOY. (b) CONTRACIOR TO ME RESPONSIBLE FOR THE SDACTION� PURCHASE AND 0WALLAXION INCLUDING In SAFETY OF 7. ALL SIM SHEET METAL PA14US SHALL *AVE SIRUMPRAIL OU4,311Y SrEEL, ASIM A-653 OWE So ft�� EALVANIZED STEEL THIS PRODUCT EASED ON TIMS PZEL PRWDIED HUSHE DOES NOT OMTE FROM THE CONDITIONS OVIAUD ON C) Y4-0 APCOlPl)&, 4-- DESIONAT" W/Fy- su, kill (Arm REXLLEEP)� THIS DOIDAPEEW CONSTRUCTION SAFETY AT WIE IS THE 0ONTPACTORS RESPONSIBILITY ku TO BE STAINLESS STEEL 304 OR TIS AIV SERIES OR CORROSION RMSTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT 00APLUARON DOCUMENT ".1. BE CONSIDERED NVAM IF MODI ON AT 8. ALL SCREW$ 50018 W1 50 W YEW STRENCIII AND 90 *M TENSILE STRENGTH & SHALL COMPLY W/ PLOPJOA SUf1JXNG CODE SECTION 2411.3Z.4. CL -0 f4) SITE SPECIFIC PROMOTE SMALL BE PREPARED BY A FLQEJOA REOSTEIRED EN004EER OR ARCHITECT! WKS WELL D. SOILTS TO BE AMU A-30 CALVWM $%IT, OR AM 304 SEEM STAINLESS STEEL WITH 36 W MWWW YIELD STREN17M. BECOME INS =%Z;T=.)AALT% PIHAIEOT AND WHO IL at RESPOIl"LE FOR . PROPER SUBMIT To THtS LATTIER THE SIM SPECIFIC DRAMINSBA DEUSIATED 04MNEER TO THE PZ0. ENGINEER, SHALL 0 0 10, ANCHORS TO WALL SMALL BE AS MILLOWS, FOR ftmEw. < �N PROFESSIONAL 040mm 1, N LL OF RPA (>AM AND ORIGINAL SEAL NO SIGNATUF OF THE ARCOTHE 1/4-0, TAPCOH ANOHOAS AS MANUFACTURED BY Mill. BVILM. W. (MIN. V-3122 p;*L) Tr, E 1/4- 0 A 7/r CALK-01 ANCHORS, AS MANUFACTURED BY DERALT MC (Mft It-3000 pAA) J IS, "m PANEL LF LOCATION AT STORM PANEL IR Uj jI/4'#-2C63/4-S-& Ma W/ no 00 JS I M'S' W/ L PILL LABID, WALL BE PLACED MR EvEW OPeoNG, ACCORDANCE ==$74M FIJOA� =6UMOINO WOW VS WOW Em. WING Nor 7 NUT Jilf4 FEMPLE IS PANIMMIXTE PLUS ANCHOR54 AS MANUFACTURED BY ELCO 00NISTAW1014 PROIX= VZ"Z2 I/r OBOUNG TO COMPLY W" SECTION 1709.9,2 OF INS PLORPA BUILOM CODE, MASHER 12 1/2- OmC. Ir o'e. "W*R "D) IA' PAN. TWA= �118`0 X 3/32' WIND NUT 2*,4' W L DO, 1 4`* TIPCON A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR FANELMAXE PONEXPAVION, AT IOV*VM TW64ER 0 6 1/4* O.C. OSHER NOT at a TEMPLE 0 & PANEUPOTE PLUS. THREADED 01 PLATE MANAM _QW PLATE A2) MINIMUM tMOMMONT OF 1/4'0 X 7/8- CALK -IN ANCHOR$ SMALL BE ISS 7111" INTO CONCRE-M NO EMWOMM IWO OF PLATE 0 PLATE O�l4oD PLATE 4-1,0 A P, WOOD PLATE W42 ANY FIMSH MATERIAL. SHALL BE PERMITTED. RED P TO Z4; 0-M S$ SIDEWALK S%TS USED $HALL BE LOW 04OLM(SKOM ANY FINISH MATERI& EXISO TO DIOAGE 3/4' A.! al., ANC"DRS, AT M&MOTH OF PLATE MWIMM, PLATE T A T1, W" Moffm APALA= WALL g.M-"Q 'NSA M ALTERNATNE 7EW sext vr-l- PAN61 A.3) IN CASE T?AT PRECAST SIONE MOW CONCRETE NNIELS, OR PAPERS BE POUND ON THE MONT WALL OR .. . ........ 2 Lift SUM ON ON AMR. ANCHORS SIMIL. BE I= IENOUOH TO AMR M. W" MP Wma NUMPIA11 0 80" EMU It UEUX BAN13 t 0- BE AS WW94M IN AI) AND IN WAC"'w MAIN STRUCTURE MIND SUCH FAMULS� ANCHORAOE SHALL SCALE 3jr.1, SC" 3/r- 1 fimm Tk4 4167 INN ENO SCALE 31r-l- t FLAIRMIA BUILDING Zone)i MORIDA BUILDING, CODE fth Vslwl� MIA me Zone) FLORIDA ROWING CODE (fth Velocity #a ne Zone) CODE (High Volooft L OWAW79M AM OPAY V" FOR MALDINGS WITH PLEA TIMM LOMIS On' - - - - - -- t/4", # TAPOON ANCHORS A$ MANUFA"ED 13Y MW, SUILOM INO LIP TO +ft$, -7U PSF AND PANELS LESICITH UP TO Ir-r. Alm TOX00. W- 44167 am 11313% M 20 GW GALVANIZED SEEM STORM PAWL X 7jr CAUK-41 ANCHORS, AS MANUFACTURED BY DVWALT INC. (fM-ISW ;L%,L) 1010% M 20 GW GALVANIZED FA 4117ST - A STEEL WM PANEL No. 2D GABE GALVANIZED STEEL STORM PANEL MAN or, J14-10 PANEILMATE PLANE 10 AND PANISMAIE PLUS ANCHOM AS MANUFACTURED BY FILM CONSTRUCTION A" ft, 21 "'MEN WOOD FRAME MISTRUI:710m, WOOD MEMO= TO at sovilim Weak BY, 1, 4AWALIAPONS ARE ONLY YAUO M SUUKAM WITH &%0, DEMN LOADS 1 * I I PRODUCTS (r`M-2ml PAJJ - o UP To +s". -7zO PW GLOBAL GLOBAL P FINE No. 2. ill/ SPEOM bENSMY OF SS OR EQUAL w no PANELt Lv4m UP To 81-87� PRIMMON PROD z FOR NEW WOOD mwc mwvunm *Mo MEMBERS TO BE Sol min". 41 ROTECWN PMMWM U.C.1 IECIION Paootwm, U.C. am- UCm U-C-1 0= IL ECOtime, am tw, al WROET 4AA&L m Wl FINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR DI M314 20-176 - PMOML 0-ox-Ur. - I.-Hea-ml, i Rim 0 MY COMEQNENTS EQR. SERIE3 2QOQ A; 1099 E-Z HANG, STORM PANEL5 IN LS EQR 5ERIES 200Q ANQ I QQQ E-Z HAN-SIOM (SCALE 1/2-) 1'/24 111, '/24 m fm 2 snow) r Mo, 2/24 11- 1*/24 W m MR it an" Q, CONCRETE QR - CRETE MCK aim I*w - rm .4 Ti*- 3* New, -T-3ems. j- Will. 9 NAM" (TOTAL W1OtH)---A-T r- 122W 4 4 o,,,L W148mim M-1 SPRO 20 v, WOW *0 \6 - 0- ON -IZS00' (EFFECTIVE WIDIH�--- 011, F "we " 1 r Ir FW TO UAW z5po 40 oil 0004 TYP. ASIM A-453 SEE NOX 2�.3,4 AnoN 48.81 0-0 SAM 4 24001 GAILIN"Im STM -7�4 I It DRAM 50 mwww DIETAN. WFLOW ---------- - wtir mp I U�, 'Ea h1L-1411---J ""' -4'. r I CU 4 1%. 9 1 1 A (1) MIM PANEL 40 w 4.11- R= -Lr- TRACK 'Irrl,�-r[4�1 T' T-MT1 IEB= I I S.- q) 11 13-T am SmIlm" I fTFUTI"TH 1 5 i .REM TArq44U I I I ---1 1 sm v cr*) I -i ". W - mrg- I D- L �l SEE -16k PAHWS END UP VARUP W/ "ONO 11-�- ---------- MAY BE LocAm, =so 0 a I - -4=- 1 a 0- OVERLAP WOO I w/ UP WHO 0~ MOM P"mucag 5�vl s =09 W To FAOAMPAW ICAL rLFVATIO IF TO K INSTALLED FROM 95 HANG SWIRMIN, EMS I %I W.-ADE OF STRUMURE, �lw 1"Imm Nine rvi, w 1/4, NAPP, w-+- ISOMC= 300N KWL A 2106w, CORNER 0 ENDS OF PANELS /b 14 t J END UP W/ HEMMED MOF- �7w % A -A SEC= a- aim (N.T.S) . 1. so" 4w - I- 1-� I I 110" mmum (1), OMNIRUN At SMM 10071 E Z RAW $101RA PANEL SYSTEM CONSISTING PANEL 41 - ODO-j W: 40w4- MA. 2 ?vlis a.--- AMUL, TRACKS T T ANE01ATE PLUS OR 15 LONG ��vo CIO a - WA 7 (1), A&sNmmLX-S=L2W. E - 2 HANG STORM PANEL SYSMIA CONSHITM OF PO4M + VT 9711om TM BILL WALL BY MIANS OF cont TRACKII101, a BOTTOM (2). SO PANELS SNALL ALWAYS BE OW 10 swo m L PASM (2).#DWP.A1NELS SIALL ALWAYS BE CONNECTED TO 80170V TRACK OTHERWISE A STOP MR _ '" I IwAspow - OAK OF IT PANELS wiramil live, I 1 1/4- PROVIDED AT TOP Of SUCH PAREM SK4" at -16 Men, X.LOY ALL at W,.M woe WWOLun7 0 Wei (3). IF 04*Mm) 16 U) .0 FANFIS ARE CONNECTED qDIT SHAUL CONSIST OF 0. (3) sam, TRACK, Cpn" ;9*-2*w4, US. W%3 4 WING HIT OR la _ 9h1,YHUMSSDRE* (3). MR ONSM WHEN END PANELS AM DEC JoRMY W/ is- mawm Imm MITIN TAPPED OUTTIMP! W � Y BE AT EITHER OF IWO LONG AT - 0 EXTERIOR FLAT FIAMM OF E40 ZMALOP TRACK Sw BAR SO" JAV: am 10 mu Mo Ion a ptst mil WASYMIM (4)� IN CASE THAT END PANELS ARE V CONNECTED 10,11OTTOM TRACK OeC A STOP MR (4). PANELS ARE W&MY -�D Allm-L' SCALIE 3/bi- SME val* S ONLY USED BOTTOM TRACK MOM USING SPECS mr O;MNECI`ION OF PANELS MI10""Aft ONE INTEMOR PANOL $0200MOn RXI 9011W TRACK TO WALL m PANEL OVATION! A40 W TO 801TOM TRACK MAY OCCUR AT YTPY jf VA 4 M-910 LU I SEE SWON 1. Y & CON SHEV 24. SEE ANCHOR SCHEDULE ON SHEFF 25� USED 8 .... .... /I- OR I 'o / * % NO. 441 A�p z- *: 67 FLOM igh v*I*dRY HU one Zone) BUILDING CODE (Man Villoaffy Hu ame, Zons) TOP & FLORIDA BUILDING CODE 2!�Il Ifelocl!X Hurricane Zone) DA BUILDING CODE (High Voloafffty Hu K < "Sr 0= Ix"m w- FIF, 021411, w- FA 4 187 20 GAGE GALVANIZED STEEL STORM PANEL OF 20 RACE GALVANIZED STEEL STORM PANEL OF 20 GAGE UWANIZED STEEL StORM PANEL IOWA am NO ft FATE i Xz;�% --.- m - Im *Uw --- -- -- ....... ("Somm" OnAL PWMCTM Mm= uc. tow "=CT" MEC-0.... mom -TILTECOIXG� z 07/01/2100 /--rl L mommom PROmicTs, Uz PRODUCTS. Lw. Imm, *1 4%r me w n.%NRMT mm, " 4ft V.114 5139,w jilt z PLO Io� 20-176 IT* LONG 20-176 %Q? 5- 1 M#)SN-7644 m 0")OI"M < AL-3 -R.- -' -' - wi\ --- "- -h -3v%mm 0003-TS Alum ALLOY MAE= 7.7 W74 =!%a p -j ! - liftul" iz VA~ WX W101 A �w w `&R Aff. 5 ` 9z 4 SHEET NO. SH 1.2 +0&0. -7511 70* OR I= 2 S/Iv ROLTM. 2'W A, SIR +0"1 -7t3 70* OR LESS 2 1/0' Dam M.% 4r WWATT AT OUMAP It 4CX OF PANEL LENGTH PANEL Iti Z-13-1-14 ��m 7 rxi I � Or wxr.ml A... ACH MAX" ANaM SPACM MR I- t 3 Ilr APPUCA" 70 SEC"aft # a 0, D" MAX" ".1m Pw 4? �11 - - I I P" v ootoo;ri TO ox"m -m mmmuz I- =- JIG coo" TO TO wmm ITO - Abu Ir MIA 12' N/A 1 12* N/A N/A I, & 21 (TOP) 1w 41 V 20M Ir 3' 12" 3. 1 0. 1 BOTTOM) S low ++ f-G&O, -7t3 _ N/A N/A NIA N/A N/A 12 1/2' 11, r (8011014) 7(r OR I= 71 N/A 6 1/2' N/A 4 1/2' N/A 4 1/2' N/A 3. (TOP) ur N/A 12, N/A I 11r NIA 9 1/2- (Borrom) 12* N/A 12, N/A Ir N/A Ir N/X 4' (NIP) I;r 9 1/2- 12' L 111 1 12' It- 4- * UNITED TO Sea p^l, A.S.D. OEM PRESSLM RATING. AKCHOASS WPE A SPACING MR 0WALIATIONIT PRO WOOD AM" ROM SAACINGS AND MINVIA1 MCC DISTOICIE AN 000MED ON TINS =,I" 90. LMS THIN INDICATED ON = "REDUCE =&5P=* ING SAmme; SHOWN ON Sato" r 'a o0metem 'to M PO%9MR6W,= 001AWS) USM FACTOR SHAJ M"WM Ma NPGXM NOT Be LESS Imw 04 ECK ANCHOR M AT -A&C"On tra4m, N1101" Ift Ilek I/V� 1/4" I/r, W. mmm wmew A 3 21/2 w smmm" 3 3 3 3 00* W 3 $ iA 10 4 ANA rA ow !mm I I a mms SHALL a mwmu3) ALmlys FROM LEFF TO RIGHT W/ I/-r ISO AT 00 AT LEFT ME OF SAM P**L�s END LIP W/ HONED ZvC -,I ISOMOM MIX OETAL A ROUNDED CORNER 0 ENDS OF PANEVS -2.378,- END UP W/ HEINED EDGE 091, 'S .091* 1, 4 1 07 . 0,625' f - AOL aw KEY 14OLE MHER 310"t54 ALUM. ALLOY ux 11 "u" Hmn MIN, 70 V M-- @ ANGLE E if i No. 4416 -e .123* N. L STATE OF mp.) 17 .2W t-A-:- SEE SECTIONS MIN, @ WA @ & 4N� WASHERED M02MUT IMOLAMML (ZAMAC 3 ALLOY) (�) -14- HUMIR + MUM Max DISTANCE BETWEEN BOTTOM OF PAM! No 4) TO a., i/g. ++ REQUIRES, Mm OISPIN" BETWEEN BOTTOM OF PANEL Am (1) To BE., 3/ir ;11*-r X41 xwm 1, s I/*- Aw- owl OR 0 12 llr aa WAY BE RDOW-0) L .12r l AMU Wn SO G-fl 0250*# I OR .12W WAA W HM AT -PANEL -n3w SEE 9w 5 Fm ADW04X air UMffAMS IF SIME LENGTH IS I _12V L ONLY VALID FOR INSTALLATIONS an* wow SmIctullm or RM @ PAN&L HANW kk (M ONLY FOR E-Z HVIC STORM PANEL WSIOM) 6063-TS ALUM. ALLOY INSIALLARON DETAU FOR SERIES 2000 & I QQQ, E-Z HANQ ST.08M _PANfdl INIQ EX[Ob[G W000 SIRUCTURES '14 e "Wk. 2*X4' wm A�4 1/4'0 0=0 6 1;5:W Roxv" OR (W FIT" I -70 COMM WOW HEADER, To ORSTAO Wm KAM &A. END of r LAO ScAlift 0 3- aC. V/ SAIS /4'0-"4* IBM sk Ew of I= 1HRIAM POICIRM r (SEE OVAIL Im A, m3l I AM, wow WEADOL T IA SIX" 1.1F DUAL I"Im, 0 pi� gAv 4 Cont p4.1- SS, IA or 0 1A DO OF ID Mam Too HEADER ROARED Spr w� spoRkTION - IV SLAM 7/9 I at_ 2 Tye w, TO OL"Sr WIN, Cqw.1 10" TO Dom -A- f/w w, M. SO" 70 DAW OVM--p 7 IK C-L ve* 20"4 UZ j :4 N1, I PANEUMIT a 2 PRIELAVE PLUS W NOTIF 1A BIT* kft THRIADED P N" 12 1/2- at L V 1w.- 1/4-0 V4 =NEW 0 Ir ar- IN YA`- L -ip W/ 7/Irw/321 I PwTY igg PAT OR on WK NOTE 11 GSLO�) HkIr a at, MIT A -I,/4kIAA SONE" 0 or at wI /4* LAO SCRON5 0 It" O.C� W/ PO4MTON wa woul .000 It Owm 0 Pw OR *4 Ath 2 am Em PLATE=nAT AMRIAM sme I/ew V\ NOTES, -Elu"s. Maus= RRATW eW 1, IMIULIAMOMS AM MY VAUD Lava et"Offt INUA DVE .4 UP TO +m(L -n,3 00 AND Z1=41.11"p l"01 11PON 1w z FOR HIM UTHER14 IE , Mew PK M. c"em 15 Caw TO RE so FLORIDA RUILDING CODE ingh Velactly Hu one Zone) 's -am 1%m(L ma 20 GAGE "IVAN= SIM. STORM PANEL am smmrp% %FPXWA g*. saw ON IDWOR -I"WiEV-1415A. 41A OF WELL AS GO&AT Top As Sam ft OT2 GWBAL PROTECTION PRODUCTS, LM ALUSIMME TOP RKLAAMM AZO Ik /-r1LT1E-00-1--\ 4W 5I.M.61 bm� TILUT l2sr" a wilaim" Udiiiw FL top & Bir Mm I fmw (SIONS-1se w OU)M-4m 20-176 =. & AMM LWAM VAY To m4l= sm NOT z MIUM MM Nor %10ft FIA 11"11441- if _9 NUMN ttt it- ALNQ CORRILsemma b� 1/4, 3/4i 4/5, 5/5 & 6/5 momm slum PANEL 1 Lam o, gmgol 119 fm x me a 2/4 1 W/6. 2W/S. 3W/7 & 4W/7 -9 r Ism SCHEDULE ON PAMA I ------- -- - URFA cam J)W= AMK a no 00, f-i* TL SHOETI; S. 10 'kill SJR= PAHUSCD UN0=00 2WLLftAEIS48Z=6= AT U99 �� ' I a 6 AT IM OR BMW film WITH OR rT7' mm MAXIMUM PANEI-L-ENM MAXIMUM PANEL LENGTH L+- OR -L-- (m) 11 'L+' OR L-* (ft.) a MAXIMUM A-S.O. M"IMUM ".01 CONCRETE & WOOD CONCRETE & WDOO A DESIGN PRESSURE ROM mrAuArmos t PRSM0E.E'cN1TM INSTALLATIONS t (Pxfj (+ L+ --,a- (p4o4 (+ w -) I.+-- - I- 2" W-01 Ir-1. 20.0 141-41 rx-o' 2SO 12,-0^ W-r 2:40 W-10" III-?* jv. 0 W-9, Sao it, 4* fo*_r T T- -1, oo W-le W-ral J&01 W-101 91-0* UNS PANELS r= PANELS W/ V4*-2091* (SEE SECTIONS AS S. %IS , GMT W/ 40 0 m wmAp 4aD V-41 4&0 1 r-r st-21 ($m SECTIONS AS APPLICABLE) 4&0 - Ar-I, w-7- San 9*-1* 81-41 me W-7* Or-2, v $&a Sao 8'-J* r-71 690 81-01 r�'. 610 #'-a* - r-4* yao 71-fi* ?ao Sao 1-1. 61-r soo 7*-ol 614, @aroS 7TMAX �So me 7,,F- -7--j-- mwl-� /4. 3/4. 4/5, 5/5 & 6/5 1. NaL -WO v%-S- w-I- I Lb,2/4 L*11W16. 2W/S, 3W/7 & 4W/7 SEO 61-7" 51-10, L--moms (SEE SCHEDULE ON SHEETS 0. 10 tome ir-s- 41-11, Ioao 61-3* S'-7* lose 61-31 1-1. Ima 4r-r 5,-4* REQULAR MEM FANFIM&LEYATION zur 1 110.0 W OVERLAP -1 FaLe M&O Its's Ims -ju 1- t/,;W\ /14p\ 1 r v"W"N' 114 %r,/ MINIMUM summmom To MASS scHmu a7 VA"Mm WIND SPEED 4; 170 �*A WIND S"" > 170 MMA PANEL UNOTH U(%) L+-. MkVAN "ONAME P*U LENGTH FOR A WAR POSITW IMM OMM LOAD, 30 OR LOS V 61/4- L UNM FOR A OVEN MOK A&D, DES" LOAD, >33 TO @a 7 lIr 7 11r wjawm pmm Lmft ONO A POSITIVE ASM. =1101 LOAD. OVERIANE MA*" PANEL LENOTH 'L+* FROM SCIIEDL106- >90 To 145 1. 1. 7 Ilr 7 vr A .00ME 11" 69W. LOAD, 0131B." IMA" =rTH MOMM ALLOWABLE PANEL LENGTH IS EQUAL TO THE >145 to 16&1 i V 1. BETWEEN L+* - L-1� (a) Sm swmu Sam no WN PMEL tmm POROSTIN, 40400TION, t INVONUAT0ONS INTO WOCIO ARE UNITED TO * 10 p�&L MAX� ASA= MM PRCISURE RAT" 0. 10 & 11 FOR wx. k"� Dam LOAm a SPAM IS OPEC, FLORIDA BUILDING CODE Lt�gn, High t�!m N one Zone) 4m lvem wa 24 OW G&VANIZED STEEL STORM PANEL D. 44167 DAMON w, fyt?lo`� A, GLOSAL PROTECTION PRODUCIS. UJ-- imm m TIME C -0. -1 - RIOPI .-I - own!"Ar Now (w)m-?sw m DmIlaw-sm 20-175 4�EMWXUA W-FIVA GENM HIM ON in ma (C) 1, SIHIRN PAHM SHOWN ON THIS P?4DUGY SVALUAOON DOCUMENT (PEO.) To$ SEEN VMPOT FOR COMPLIANCE 94 ACDORIOARM ANCHORS, AS VAKFACTURED By LT-W BUILDEX "IC, WITNTHE 2M (7tn E FLOP" BUILDING Com THIS STORM PANEL W4LL HOT w #W^jxo AT HIGH #14-10 PAR11MATE FDA" 10 AND PANIUWE PLUS ANCUNCHIL AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS. =!0 jNNr VELOCITY HURAX _ AM / ORMARD COMM). I/ro LAC %F"s PER 0,04, DESIGN WV0 La" SH41, UL DEMRM94ED AS PM S&CWN 1609 OF THE ABOVE MENTIONED CODE, MR A BASIC Wel, 7/16*0 * 51e WOW SLIMING, As DISTRIBUTED BY ALL POINT SCREV. SOLT & SPECIALTY CO, SPEW AS MQIM BY THE A)RISINCTION WHERE STORM PANEL "U BE INSTALLED. AM FOR A FACtOR 90�0.0, 05M ASCE 7-16 AND $HALL NO EXCEED THE M"IMUM (A",) DESION WSBIURt RAMOS INW-ATED ON SHEETS CA) MINIMUM THIREADED PENSTROTON Wo WOW Di''TAPCON ANCHM SHAU BE 1 1/2' AND 2' MR ELM PANEXAM PLUS 31 0 r1m 12 & 17. It AND FANCLiKE FEMALE M IN ORDER In VERIRY THE ABOVE CONIMM, ULTIMATE DESIGN WIND LOANS DIETOWKED PEA ASM 7-16 SMALL, M FIRST REDUCED to A.S.D. OE" PMSURE RATING BY MULTIPLYOKI THU BY 0.4 IN ORDER TO COWARK THOSE W/ MW (AS-04 C.2) MINIMUM THRIODED PENETRATION Of LAG SCREW, WID THE WOW FRAME UNIT SIMIJ, BE 1 1/2-- NO THRfAm OEM PMWM WIRM INDICATED ON SHEETS, 3� 9 THRU IZ & 17, It. PENETRATION INTO M= $KALL BE CONSIME) AS PART OFTKr REQUIRED THREADED PENETRATION IN ORDER to VEWY THIT ANCHM ON THIS P.E.O, AS TESTED WERE HOT OVER STVMCO, A $3% "M 94 ALLOWABLE SIR= POR WINO LOAD$ WAS = UM IN THOR ANALYSM FASTENERS SPACM 10 WOOD HAS BEEN DETERMINED IN 0,3) U941MUM EDGE DISIANCE OF LAO SCREWS. INTO WOOD VOLL BE AS INDICATO) IN THIS ORAWNG ACCORDANCE WITH ILOS� 201a STORM PANWS AbEQUAV,FM IMPACT AND WIND RESISTANCE WAS KEN VERIFIED IN ACCORDANCE W)i SECTION igW.1-2 OF CA) MINtMUM PENEMIRM OF WOW 9USHNO StUL.L BE Ole 1/+* 0-20 SCREWS USED VAIL BE 1 1/2- LOW M"MOU THE ASM MENTIONED Coal AS PER AMMCW TEST LOS Or WAN FLORIDA ROPORM PS14AI-01 ABC #021OW-05, AS SHOULD SWCOO 00ST, AND I' MINIMUM MR WAUS W14 No STUCCO. PER SSM 12-0 A AVW E 3310-02 STANDARDII, AND AMERICAN TESTING IAB SOUTH FLORIDA REPORT #1123-01-10 AS POR TAS-201 AND TAS-203 PROTOCOLS, AND AS PER MCULATIDNS PERFORMED IN ACCORDANCE *1 SECTION 1000 OF THE C51 IN CASE THAT PRECAST CONCRETE AMOS, STOOCO OR WOOD SCAIM W FOU ON THE OWING FLOR" OLKOM to". Wk� ANCHOR$ SHM4. 2= WCH THE MAN STRUCTURE BEHIND SUCH Pmms� ANCHORAZE $HALL BE AS MENTIONED IN CJ)� a2) & M4) Z ALL ALUMINUM EATTIMIGNS 10 at ODW-18 ALLOY No TEMPER, (UNU!W MHERMSE NMO), SEE SIM 2 (0) ANCHM "LL BE PWALLED FOLLOWING ALL OF THE AND SPECAFWAMNS OF THE ANCHOR'S MhWFACTURM ,1. ALL ALUMINUM SHEET METAL USED *7 CLOWKS SKALL AMIE JiOS-404 AUJDY & PANELS MAY ALSO BE INSTALLED HORIZONIALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 TWRWW 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAW STRUCTURAL QUALITY STES, AMU A-053 OPADE 80 MINIMUM. C-60 GALVMTZED THROUCHi 5) EXCER TmAr WAmm 0 a (b WALL NOT K usm STEEL OE=NAAON W/PY- 92.2 k* 00TIlt ROLLED), 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TWE SOUNDNESS OF THE STRUCTURE SHERE SHUTTER IS 10 BE ATTACHED TO WSW PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATIACKED, TO CONIMTC� SLOOK OR WOW MAW 5. ALL SCKVS TO BE STAINLESS STEOL JAGA 09 316 AISf SCRIM OR WRRO90M RESISTANT CONIM CARSON STEEL AS PER ON K"Ncs. 50CIB W/ 50 "�YIMD STRENGTH AND W kr4 TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SEMON 2411,13.4, IM EACH REGULAR SIORM PANEL WITH 104GTHS OVER 90`� AS PER SOCTIONIS 1, ;L 4, 5, 6 AND ALTERNATNTS tW. 3W & 4W 00 SUMS 4. IS, 6 A 7 TIESPOCTAIM.Y. SKA.1. NXVE A LEGIBLE Ago UNDLY YMAX WANING INSTRUCTING MNEA OR TVANT TO S. SOLM 10 SE ASTM A-307 OALVANIZED STEEL OR AM 304 WO STAINLESS, STEM. WITH 36 W MINIMUM InEW STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING FOOODS OF HURRICANE WARNING- 7, ANCHORS, TO AVALL $HALL BE AS FOLLOWS, it. THE INSTALLATION cowwraa is To sm/oaxx ALL smurrm COMPONENT EDGEs WRW REMAIN IN o=Nm* CONTACT WH4 TH.- ftuo*� TO PRDW Ww/RMN WRUWN. ANCHORS AS MANUFACTURED BY IXW. BVILDEX, INC, (Min� rt-3192 p3j.) 12� STOW ma WVALWM SmALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULAZONS 1/4 . S' CALK-414 ANCHOft, AS MANUFACTURED BY DENALT Wt-' PROMW BY WHERE PERMIT IS APPLIED to - 1/4`4 . 3/4' SGUO-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT* SPECXTY M 13, C.) THIS PRODUCT VALUATI(TH COMMENT (P,ea) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVM INFORMATION (Mfn� rt-30oa P�sjl) - 174-10 PAMILMATE FEMALE 0) & PANELMATE PUIS ANCHORS, AS MANUFACTURED BY OC* CONSTRUCTION PRODUM. FOR A SITE $PE0"C PR=CT4, Lo� WHIME THE SITE CONDITIONS MATE FROM THE P-E,a - 1/4'0 ZAMAC NAIUN ANCHOK AS MANUFACTURED BY DON&T, INC, (b) CONTRACTOR TO 13E F45PONSOLE FOR THE SELECTION, PURCFASE AND WSTXLAtON INCLUDING LIFE SAFETY OF THIS PRODUCT EASED ON INS $11a, PROWDED, HE/SHE DOM NOT WMTE FROM THE CONOTIONS DETAILED ON THIS DOCUMENT. A. i) MINIMUM EMBEDMENT OF TAPCDN ANCHOAS INTO POURED CONCRETE SHAII W 1 3/4% r FOR EUCO PANUALITE AND CONSTRUCTION SAFM AT SITE IS THE CONIRACTOWS RESPONSIBILITY. 1 3/4* FOR ZAMAC HAIM ANCHM, I.) THIS PRODUCT EY"TION DOCUMENT WILL BE CONSIDERED MXJO f Mown. &2) QAX-IN * SOUG-SET ANCHORS SHALL BE EMDEDDED 7fr INTO THE POURED CONCIRM NO OANCOMEW INTO STUCW SHtkU, BE PERM(FTED. t/4' 0-20 SCRONS USED SHALL M 1 1/2' ILONG MINIMUM SHOULD STUCOD EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU. BECOME THE AND I' MINIMUM FOR WALL$ WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL, THRMED SCROVS WIO HEAD, ENGINEER OF RECOROpj06RjWPO PftWCT AND WHO VAL BE FOR THE MOE BUT INTH "NO Nm PROM USE OF THE 13F RECORD, ACT" AS A MEWED ENGINEER TO THE P11a ENCINEIR, $KILL WSNO To THIS LATTER THE SITE SPECIFIC DROMS FOR RNLV A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANEIS� PAVERS. STUCCO OR WOOD BOARDS SE FOUND ON THE OGSTING WALL OR FLOW, ANCHORS SHALL BE LONG MOO" TO REACH THE MAN STRUCTURE SEWHO sIuCK PANELS. THIS PX 0. SHALL BEAR THE DATE AND OWNAL SM AND SIGNATURE Of THE PROFESSIONAL #4340SAGE SHN.4- ff AS; MENTIONED IN 00) AND IN A,2), ENGINEER OF RECORD TMT PREPARED Fr. 14, SHUTTER MANUFACTURER'S LABEL $KAU BE LOCATED ON A REAMY VG1=,LOCA1" AT STOM PANEL SHUTTER IN ACCORDANCE WITH StMON 1 -V1 OF FLORIDA E Ur StHAL. BE PLACED FOR EWJ?Y OPENRa LABELING !to COMPLY ARTH SECDONI 17W.2,3 OF THE 7 IN V 0"' FLORIDA BUILDING CODE, 1M L /4t* X:3/4/�-W GMT & SPE TY Ca #11-tO PANELM&TE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By tLoo CONSTRUCTION MUNI Ile 0 ZAMAC MAKIN MCHEIR% AS IMIKOFACTUM BY DOVALT, INC I ) MTWWUM UMMENT OF TAPOON ANCHORS. aCO PANELWES AND ZAMAC IMIUN ANCHOR, IWO THE FLORIDA BUILDING CODE jt&n Ifth Wocity Ru one Zone) MGM( UNIT SHALL, BE 1 1/4�, 02M TILWJA M F0,41 6 24 CAGE WVANIZED SrM STORV PANEL 62) CMX-IN & SOLKI-SET ANCHORS SHALL. BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT, NO STUCCO SMALL K fERMIM� I/W'0-20 SCREWS USED SMALL BE I Ilr LOW MibWFJM SHOULD IT DIST- * AM I' MINIMUM Fm WALLS WMI NO smCca STATE p /117LE 0---,\(;L0mPR0=t"Pm=mu4. 03) IN CASE IIAT PRECAST MNE. OR PREXAST CONCRETE PANES, MCCO OR WOOD BOARDS, FOV A 4=*h.113= 1ORt .... EXISTING WALL ANCHORS SHALL BE LOW ENOUGH TO REACH THE MNN STRUCTURE OWING 1. PHW-� DOOMM-700. FM (204)SMI-SM ... wtom W. ANCHORAGE SHALL BE AS MENTIONED IN S, 1) AND IN 112), NA I- r__gV$* INSIALLAII jNM--.2"8EQ POURED CONCRETE FOR REGULAR EANEL re NGREJE 98 CQNGRETE BLQGK ___rma POURED CONCRETE CON COX OR Go M n1 STRUCTURES CONCRETE ANCHORS CON RECKWETE CONCRETE ARCHOMS (SEE SCHEME 014 94WS 0 THROUGH 0) RKMWRM. I I CONCRETE ANCHORS (SIX SCHEDULE ON &am 9 Ttmoug- I sm" 1/4*0-M4* SETIAVIRCH 4 TO GLAS& Get fm mll� sm*mu SCHEDULE ff-f-,(j , GUIISS SHM 3) 11 V Max PAHM LENGTH (sa smwtx 9 IV ON SHM 1) 1 PAWL A um, L94M I PANEL LEN(RH -I (SM SCHEDULE IBM SCHEDULE CONCRETE F= (SO: smm" 3) ON SHEET 3) SHEE Ow 'THRIDUCH ON SHEETS I I Emsm OF 11! a. CLASS- I OF MAX WIN, Et g Omm PmN%j wom Nag = OR a 12 lIr =I SLOX L AS *WORM AN*wC_ L Ipr-jow sx, W/ fen, INQUIRED, 0a SCHEDULE ON gem 9 THROUGH 10) I MIT, ONLY wl" SOLID -ATITA LIE ZON 4 CALK -IN ANCHORS % ALTERNATE CONCOM _j ING POURED CONCRETE ANCHORS, BLOCK ROMIX CONCRETE ANCHORS STAMM W/ ow , AN9* ARE USED. REQUIREM (SEE SCHEDULE ON stem's THROUGH 101 =0w W" MQUONG %m,; wAme mumm%jiffm mauff SCALE a/8-1" 00 FLORI BUILDING COK LWon bh Velocity Nu "It zons)i F-Ct EDGE COMM (SM SCHEDULE DIN TOP & BOTTOM MOUwws CAN BE .44167 24 "a "Llimm STEEL STORIA PANEL IILIECO,.,.\M.OMLPROYECMNMNMU.C- 2E �lm SHEETS It & 10) COMBINED IN ANY WAY TO Suit ANY INSTALLATION. 20-175 - - ONOW ft "Iffou mw -v Of to (D Cn -a CO > C) (D (3) (D (3) 0 0 cu (3) C) 0 (3) .0 CD u- 0 > Cn - Cn -0 a) U) E - LO- 0- .0 Cn w mi 5, x< uj V) 4- cw-!;p L40 �X .0 > > 'Qb. STALLA112H OEWLS EQR REGULAR eANEL INSIALLAI FOR REGULAR PANEL (1) I 9ONCREIE QR ONgRETE-AQ-0-MILCIURES IM Mf-QQD. ATEMMM INMUMON QUAILS E08 REQUAR MEL -INMAM �4 -r w- I T� Ar-,T r, AT T ff WA$1A0QN J, �21 TO CLASS. -yow ANcwm V, ALTOWE CONORM (sa SCHEDULE ON -"I� r-tsm SCHEDULE- ALTERNATE LED ANCHOR$ LOCATION Z ON SIM 3) 1-we"nom ODNCRM ANCHORS SWEET ti) IMOM t.- SCHEDULE Oq,-j I.) OOZING POURED CONCRETE_ -m ADEQUACY OF EX67" SHEETS 9 YNWJG14 10 OR CONCRETE OLD" ;� --,, REQUIRED. WAM TO BE CEIRTIFIED W >< Easton; POvw --tD, LED CONCRETE ANCHORS, w000 2 PANEL UNIOTH ro -1�� / (sm SCHEMILE 0owmm REWAMI Ism ScHuxaz OR OWAUA14K "HORS ALTERNATE WOW AXNM_ REQUIREO I� Ile WOOD ANChM I 54M 11) 1 t wx --w(WEDULE ON mky. 41�m - I "'ma - - NO; Imsto HIA0 -Sup=- It OF V SHM m " */*a gh, (1) _c_- il/4* FF 1/2' ,;Ta ma W/ Nut 1/4' Ax. CONCRETE WOOD WAEEL ED ----I M W-r- SHEM 9 THROwN 10) 1 Is 11 wv 9" ED Ve ar 4 WOOD mrHORS PAWE V MAX� I. ALUMINUM SPACERS 0 12 1/2" TABLE #1 ON SHM It.) I (SEE SCHEDULE ON ET (Su SCHEDULE -L-J%. I ON SHUT 3 1 1 \ i I I I/Z1 LOW SUMIITS ETARNTION 1PLOW FOR UWA704 MR 10 FOR V VAX I i J'� i SEPARATION Mw I ; -MAX PANEL LINGTH PANEL UW -1 G1,ASS SILE ON SHOETS SCH4 "T., & GO MIR $Wm 1 1/4.# (Sm SCHEDULE (SEE scmemu (Set SCHEDULE L-FANEL MWE FEMALE to OR PANEL VATE TO CLASS, 9 A 10 M11, I los"Ev 3) It a SCHEOLAX ON SHEU 00* somax" ON SmUEr 3)--- wx 3N swxt s) i i Irm. SEPARATION TO GLASS. SCHEDULE ON W ON 3) ON SHEET 3) ON SHEET 3) vM- (sm AN= --EN I PLUS (SEE SCHEMU ON SHEET 11) 9 14=2w, 11 -- -- PANEL Low" V Mo. 1K PANEL LENOW (SM SCHEDULE FINIM UNOTH IOMM4 PAR T-W) MI, (SEE SCHEDULE I EPARAXION P. ON ww 3) (SEE SCHEDULE I TO GLASS. ON SHFU 3) SEPARATION Ism SCHEDULE DMNQJ ------ ON $MEET z E SCHEDULE- PLATE fmwm _7 GLASS GLASS I To GLAS& SIM 3) 9180a m2w W1 VA; N(SOE Sox ----T- It ON DF v ALMMY9 2K -4- --q) --44 SCALE 3/8-11 I I wx 0 12 1/2" D.C.: SEE INAOLIS ON SHEET I I FOR MAX, PANEL UNOTHIS & I I 569 "SION LOAM FOR INIS OtSTAL MAX OF'V to --- -� 5 0 A. .0 L J r MIX 0 121/2 1 -j. Ell. I *Ap* 1/�v a& 0 to ac, r- V 1/2- IQ6:6 ED CONCRM A CONCRETE ANCHM L- 43- ME SCHEDULE Tm witutom ON WOOD ANCHM ALL ILI CONCRETE OF WALL OR Sw SHOM 0 THROUGH SHEETS 9 THROUGH 10 2 118" LONG MAY. ALUMINUM -411011" 1 il CONCORNO 9 -, - I I � t 'I -www W/ MUD qNciA eA IeY a I f/r LM W.L RZOIAM VALID FOR SIM SCHEDULE ON WOOD sw POURE0 CONCRETE ki-a5loii ZOO& PANEL, 2"W WOOD PL-4aF- SHEET 11) (1) NZAAAMON 5 LAIrlo V A RNC XRW WW*W NRH nF-V -pro., REQUIRED CCMCRETI� CONCRETE BLOCK EMOTING POURED 40CR LENGTHS PER SHM a 4 9%r RMARED WSANCHORS OONCRm OR CONCRETE BLOCK :�X4 01� ON SHBOM ANY I- MO. LOW NOid" SPACERS 0 1 wow ANCHORS, CHMOLE ON (m PLATE WOOD I -t-r, SHIEET I I) SHVETS, 9 F-O 12 llr D.C. (SEETAkE 01 ON I i IL Agm AHCHo- 1; Oft IMPANUION TO CLAW (SEE suo"4MM= Sims 9 & 10.) AGGERED W/ 5 I(m SCHEDULE ON "M WOK KW SHIU. BE VACM AMMAW AT 4 111C TUD DO Amcmaks =94 Aw a0wom " 0404. d" "WiLE 10 an SHErr III it SHEET I MIS A JUSIRIMON 0`01014 T2 11r *a SkION00 AUAMW 00 (1) =Aso ass" P"Num Cn AMO BUILD -ow MOUN MW"j Is XING jRjAPAC=&" m uwmo To w AT Aw wwm ILL MMWA LAM VAND. U06M NA400) Of IV uu"jw hwu UING AMR nag moubm 91JILO-OUT UOUNITING Cu 0111/21 to"; VACOR commow 001 &AL K AS tomm rA WA" m9uhmma MF a - W.." W, L sev z 0woux" a# 1 1/2- um VAM CA Im OWT GO "W" ""'" P`NC- LGRM * for 1. 9 NO 3 AS ODTFM at ARM AM THE mm (ft vantowl OF TOE FLOW SCALE 3/4-1" SCALE 3/t.1- H) wm euum OwF- HUHN" QMM Ter /M*- I A. _,, w A10 .11 P AP... V I, NO ND. 44167 Illy mu c a Zone) -WEN-ye *-�l - Hit and, Zone) FLORIDA BUILDING CODE (Ron High Vatoolfir Hu FLORIDA BUILDING CODE (Won Matt Velocity HIT cons Zono)j 1, INSTAUATION ARE ONLY VAUD FOR MAX. &S.D. FLORIDA BUILDING CODE �Non High Velocity Hu 44167 1 02m U3= m 24 GAGE $ALVANIZED STTEI. STORM PANEL VA N= W8 WAINA11ON OF WSMS: 1. INSTALLATION ARE ONLY VAUD FOR IAM� &S.D. own VOLVO, w- #P 24 OW GALVANIZED STEEL STONU PANEL DES16N PRESSURE RATING (p.sf) AND PANEL LENGTHS No. 4067 24 GAGE GALVAWED SM STORM PANEL TOP 8OTmm Mou"NOS CAN BE DESIGN PRESSURE RATING %stf) AND PANEL LENGTH$ J*:�--, STATE OF DAMN an COMBINED IN ANY WAY TO SUIT ANY AS PER SCHIEDULES ON SH ET 3 NOTE INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUVM: WOOD 40 11LIECOm. GLO"L PROTECT" TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (ExtEPT FOR A :z M -(EDGE DISTANCE A /11 LTE C -0., stom PROTECTION PROmm Lm COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) tj-- STATE GWR4 PROTECTION PRODUCTS, UIC ofyvt4m PRODUM LLC. 00-1 /T=Ec MEMBERS TO BE SOUTHERN PINE No 2, W1 SPEOFIC N.- SEE SCHEDULE ON TOP BOTTOM MOUNTINGS CAN BE 4830 At SrAw INSTALLATION. 4m ItA at $am DENSITY OF 0.65 OR EQUAL L z YZ -no, w C"MON-6797 20-11a 'it Out 20-175 20-175 Z FOR NEW WOW FRAM CONSTRUCTION: WOOD A -A 0154NOS' (wH)w"?sw ON. am INSTALLATION. < SHEETS 9 & 10) COMBINED 01 ANY WAY TO SUIT ANY mod, w9:!A MEMBERS TO BE SOUTHERN PINE ft 2. W1 SPECIFIC DENSITY OF 0.56 OR EQUAL All s"m It or in mm A Tuff PX1 44, 7 or to ORM 6 ff is SHEET NO. SH 1.3 EIS CLOSURES DETAILS FOR INUALW10 IN POURED CONCRETE, CONCRETE WOOD STRUCTI,�R Ste", VALID FOR LIFE BLOC OR REGULAR. SAFETY &c E-Z HANG STORM PANEL I SYSTEMS 1 1 1 ©' OR �TE . ;093" VALES 1 1 {P "". „ m FRAME Y . 1 8063-T6 +u.LOY4 . N.Ou� 7 OW AU s Mx -� 4 do a CONT 1 1 ANaE 10 1�4'C! 1 3/4" 2 1/2" TAPWN � f2 O.G POUREO CDnGETE CWKREtE, 11Q s Lan. 1' RIOU W Yx4' N@00 FPAWE CONCiE 1 1 ANCH x i S/4' TAPCON 31 REgAIED ANQHOR • tY O.t:: 2 T/T' (1�1.-.\ V.4 WOW FRAME 1 OR4 1 CUT PANEL 1 t 4.4 • i 3J4' \ AILti3OR Min : TONATE IEO LOCATM ,. jj • 1Y.O.C. VA IES 1 2' A 2' x A55' 70_ i Y ♦.J r { S lW: 91< L Si3. t4¢¢x,, ALIAA. K19tE OR ART' 3105-KI54 SH POURED 00N01f1E, OONCRm___t. ,...i Y X 4' X,1 1• (• i-{ �7.��) .. • I.._[1NC7( WAL KW. REM HATE S Y44• WOOD TRADE -l`1 fl 661i3-16 AU.VY � 2 _:`- 2• .J - /4. Mi COOT. PLtN4 AtiaE 1 Max GOP 1/4'AWjL 4". V x AW e TY O.C. 3105-H14 Oft 0063-76 ALLOY w! YCNN T C4eS A4.n- ANGLE CASE A (PLAN) CASE B (PLAN) CASE, C, (PLAN) CASE 0 ,(PLAN) ..SCALE SCALE 1/4'-1" 1/4*.1• Stu 1/e-l- SCALE 1/4'.1" SOX -SET OR r"-M OR ELLOO PANUMATE 'O 1 POURED P STM TSM AT /FEIAIE IB AND I.SX POURED �; --2—fl �® ti7 •V DR OR V. E at11Of � TOP. RO710M OR / IMNDAN7E PLUS (SEE RLAP BEYOND 2 FAME VARIES ; 1 ® ® OR 2•s4' 9R1� SINES OF UPETNIC j to k ULE11) ON StiETS 0. S, Wt FR41E fiEOISRFD AS MClRYB1E i 10 & Ii) PANEL fbNCRLTE Opp CO1CREtE 0R 2'[4' 6000 FRNIE 1 RMUMM 3/4' MOx.. ORk 1 VARIES / V .(t "' "' .REM w ANCIggEO FRONT k AFAF. (NET PARALLEL 7O I 00F5 r M.L Witt. CM END PAF4T:) X . B.O.'DISTANCE r-(-r "• j�.TJNCR I CM+J OO s r 7m NT44i""„a CASE G (PLAN) SCALE 1/4"-1- toot � YAW FOR DIRECT MOUNT INSTALLATION ONLY & Ni�.a eiF aPa 4tCEA( :✓ CERTIFIED PANEL INSTALLAPON AT WALLS W/ }W' N0. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- W: FLORIDA BUILDING CODE .Non Wall Velocifty Hu cons Zone OF a zm6 OEW Eta CASE E (PLANS CASE F (PLAN) tt 24 DACE GALVANIZED STEEL STORM PANEL GIMtiA 9r SCALE i/4 -t' SCALE 1/a"=t ''.OeF :FL0R10P ' AANrrUN IL E C O LE6t. GLOBAL PROTECTM PRODUCTS, I.I.C. H1bM1/f' %'Sd":�! TAUT 7Ef7ND & 4W0 Sw. 51 SIMON MALEFL =14 44 20-175a;ZrA 4mt« «w r+..L -F,HOIIf (654}NO-TRa, aVt: (F64�OP-62W P.L CA-D006719 �• r 0,w ,Prr. 0NN0A`. Nr wRLTER A i31n 4..; L 17. r SIMET 6. ,w 16 MAXIMUM A.S.Q. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL c i INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL @INSTALLATIONS AS PER ALTERNATIVES IW THRU 4W ON SHEETS 6 & 7) MAX. A.S.O. DESIGN PTH AT MAXIMUM ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 At 7 APPLICABLE TO a ANT OF THEM AUM MPANEL LEIV (fL) TAPCON LAD SCREW PANELMATE FEMME m PANELMATE PLUS VIODD BUStNM 13' 13' 13' 13• 13• iw crop) 13" Ir 13• 13, tr IW (BOTTOM) 61/2' 61/Y 6 1/2• 61/V 5 1/2" FIN (TOP) - - 6 1/4- 12 IJ2` 6. 1/4' 2WCBOT.•) S'WO' 8' a" r 8" - sw (TOP) LESS 9" E' 6" a' 3W MOTW 13, 13, Ir /r 13" 4W (TOP) 4 45 OR OR LESS 13' Is. 13• 13, 13" 4W (80170111) 13' 1r 13' 13' 8 1/2" w (TOP) 13' 13• IV 13, r IN (BORON) 6 I/2• 6I/Y 6 IJ2• 61/r 6 1/Y CW) - - e 1/0 12 1/2• - 6 1/4' (BMTI) > �0' 4 I/2• 4' 6. 1/2' 6 i/2' - 4 I/Y 4 I/2" 1. 7. 3w (BGTTfMt) iG 1/2' 9. I/Y IY 1Y 41 w 13' 13' U' I3' B 1/2' 4W (BORON) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS AN MAX PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 1/4'e I, ANCHOR ni 1/40 PANELAAIE ANCHOR 0 12 I/ MAX. RSA. DESIGN. RASE (p,s,i.} MA70MUM ANCHORS SPACING FOR E.D.. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ANY OF THEY PANEL. (tt) TAPCON LAG SCION �E ro P ATE OD WOM)WH Ir lr 13' 13• is- Iw Fw- 13, tr 1r Ir 8' is (BOTTOM) 6 1/2, $ 1/2" a 1/Y 8-1/2• 6 1/2' 2W (fop) 6 1/4" 12 1/2• 6 1/4• 2W (001T*) S'W-0' 7' 7 1Jz' a' 6" (TOPj LESS �71/2" 8" B" 5` sw (BOTOM). 1r 13" 13' 1r 13" 4W (100) ro-45 +75. -73 13, 13" it tr Ir 4W (a0'TTOM) Ir it 13• TV To' 1w (>op 13` Tr tr 13, 6 1/4• tw (BORON) 6 1/2• 6 i/2• 6 1/2• 8 1/2' 6 1/Y 2W SUP) - - 6 1/4" 12 1/2, 5 1/4• 2w (BOTT:) > , 0' 4 t/T` S' 7 1/2" 7 1/2• - (TOFO 7•._S• 6" 5 1/Y 8" r - 3w (BOTTOM) I3" Ir tr 13" 5 i/Y 4w (TOP) 13• lr 13' 73' f0• 4W (60110M) 4 SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 4R IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 SERIF it A A.&D. DESIGN LOAD PANEL" LENGITH 40 PSF OR LESS 6'-6` > 40 PSF TO 50 PSF W-2" > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONSW/ PANEL MATE EDALE ID OR PANEL MATE PLUS ANCHORS & W/ S S55t1CAi#Tgj2- 1/2" D.C. a eA iA4w,P - -C Max. PANEL LENGTH (SEE ELEVATION ON SHEET 12) vvat SEE SEEM 1e & .is FOR A4DM TTPE k SPACING MR 967A ATM INTO WOOD FAME BLILCM. MON" ANOW SWAB MD NMWW EDGE DISTANCE AM OIDICAW ON INS SCHEDULE. FOR LD. LESS TWIN BDKATO ON SM EMM MUM ANOXIA SPACWO BY MWPLYAD SP 'AYE SHOWN ON SCHEDULE BY THE FOUV" FACMW FOR TWO OPERATION To BE POSSIBLE. REDLOCEO SPACING OBTAINED USING FACTOR WOLL NOT BE LESS 11NN MINIMUM OKMD WNGTED MR EACH ANCHOR TYPE ON THIS SCHEIKAX NONM i7AE IAFWN WIeMML Amoom SRM2Re Da,} 3 3 �NM,IaMfI1IN ow 0.) 3 3 a11tANf4wW iA srA IINet D.) 3 3 1/2 AmleL ON mm6Q IOW IN= ,J3• as - _, 2 le-T a• �. c35 Im 31. AN4CIWR (BEYOND) WALL MOUNTINGS SCALE 3/a.1- v MAIL PANEL LENGTH (SEE ELEVATION ON SFEET 12) MAXIMUM A.S.D. DESIGN PRESSURE RMING (p.a.f.) ANQ GQRRESPONDING MAXIMUM ANCHQR SPACING SCHf&ULE FOR REGULAR STORM PANEL d INSTAUMIONS INTO CONCRETE At: CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAT, A.S.D. DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR MN ED, PER SCI#DU(E BELOW APP12cAeLE id gy M4XLWUY PANGT LENGTH (t6) MAX. A.S.D.MAMA ESStON PRESS(1RE peRATIp) ANCHM SPRING :OR MN E.D. PER SOHEWLE BF3Dw' - - P P ANpAVOE 61 PLL7S TAPCON SAID -SET ZAMAC-CHINA CALk-AiRATING APFS1CA9lE 'f0 6: O LWOYUM PAN EL iENG1N 00 T TAPCON SOLID -SET PANTE FEMkE ,D PANELIA 8 7AMAC-NAUN CALK -IN 70 ToMOW" =Mix Na m m I OF THEM m Io ro m YE m m +45. -45 13` 1r 1r tr tJ- t3• 1r 13' 13' 13' fr' 13 � 8,4• tM LESS +45, 45 +W -65 tr tr J r r 1 3 T 3 1 /2 1 i1DP W_V OR �8 13' 13• i3" Ir Ir 13, ar Ir it 13" 13• 13, 1 (wrmm) 1r I it IF 1r lr it lr it it it 13". 1 t7r i (BOTTOM) ,r it Ir tY 13" tr Ir Ir is' it IY 1r 2 (TOP) Ir 13' Ir 1r Ir 13• Ir Ir tr 1r Is- 11 I/2 2 (TOP) 13' tr /3" 13' iT 13' 13' 13' 13' tr 13" 13' 2 �y�..,«� lw..v".) Ir it 1r 13' tr i r tr T r 1r 1r i! - It 1 .2 / 2 90111 ( in Ir Ir Ir it Is. 1r Ir Ir IT Ir Ir 13• 3 ((OP) tr i3' IV 1r it 13- tr 13' Ir 13• 13, It I/V 3 (TOP) I/2 6 1/4' 5 1/117 12 1/2'12 1/2 - - 8 t/4' 6 1/4. 3 (6lRroL0 - 12 1/Y12 1/2 9 I/4' 6 t/4' 12 1/2'T2 Tf2 - - 0 1/4' 6 1/4. 3.(90170I1) 8" B' 8•a' 7 1/V 4 (TOP) W 5 i/2- a" W e 6 1/2' 8• 7 1/2" 6- 6• 8' 5' 4 (TOP) - 8" I! - a (Bo7FONj 6` b' - B - ! - g• a•- 4 (BOTTOM)lr 13, it it 13, Ir 13' 13, Ir 13" /3' (LONE 13' it 13' 13' Ir tr tr 13' Ir Ir it I1 I/ S(TOP) it Ir it Ir 13" 13, Ir Ir tr tr Ir 5 (BOTTOM) it 7r IV Ir it 11.13- 13• it 1r Ir 11 1/2 5 (aonow) Ir Ir 13` IS" 13" VI/4- Ir 13, 13, Ir is' 13, 6 (mP) 13` Ir Ir 13` tr lr tr 13, IY Ir it it 1/2 b (TOP) _ - 6 1/4' 6 1/4" 6 1/4. - - - - 6 1/4" 6 1/4- 6 mm-- - - 8 1/C 8 1/4' 6 1/4• 6 Ile - - _ - - 6 1/4' 6 1/4- S (801T.-)LEM 13' S" tr t0 IJ2 Ir Ir T 7 1/2 5 1/2. 1r 4 1/2' 1 (TOP) , > TO I4'-4' 13' 6'1r 13, 1r 8 1/V tr 8 1/Y 9 1/2. 6 1/2• 1r 5 I/Y i ) 5 1-11' TO Is- T Is- Is- Is- Tr 2 1/2 10 1/2 7 1/2 Ir 6' 1 (BOTTOM) 13• 7 1/2` 13• Ir tr 10' Ir IV it" jr Is. 8 I/2• t (BOTTOM) Ir 5" it 110 1/2 13" 7' it 7' 1 1/2 5 1/2 it 4 1/Y 2 (TOP) 1r 6" 13, 13• it a 1/Y Ir B 1/2, 6 1/2' 6 1/2' 13' 5 1/2` 2 CHOP) tr 71 tr Ir Ir $ 1/2 1r 9 1/2 10 1/2 7 1/2 IJ- 6 t/2" 2 MORON) _.. 13' 7 I/Y 13" 13' it 1W ,r to" II- 5' 13" 6 1/2' 2 (Bunum) Ir 7' IS' 13• Ir 9 1/2 1r 9 1/2 ID 1/2 7 1/2- Ir 6 l/2" 3 (TCP) Ir - 7 l/Y - Ir 2 1/2-12 t3• 1/2 tr 6.1/4' IV 6 1/4' 1r 12 1/Y72 10' t/x Ti' - S' - 13` e Ile 0 iJ2' 6 1/4" J (TOP) 3 ('BOTTOM) - - t2 1/2.12 l/2. 0 I/4` 8 i/4. 12 IJ2' 6 t 4' - - a t/4. 6 I/4" J (B01T0L0 7" 3' Or S 1/2, 7' 3 IJ2" •" 4- 4 1/2• 3•.... 4 I/2' r 4 CFOO. 7 t/2'. 3' 6• r r 4' 6' e 4 i/Y 3. 1/Y 8 f/Y' r 4 (TOP) 8' - r - n' - e' - 5 i/Y - :.:7 1/2' _- 4 2nniI) a' - e-_. Ir - 6• - 5 1/2" - 7 l/Y - 4 (EOMM) 1r 7• it 73' 1S' 9 1/Y I3' 9 t/2" iD 1/2 ]IJ2` IJ" r 00p) 13' 8 IJY 13' tr Sr t0" 1r t0" it' e' 13' 8 1/2".5 (TOP) 13• 7' 1r 13' 13' 9 1/2' tr P 1/Y 70 1/ 7 i/Y i3' 6 1/2' S (a4IT4M) 13, 8 //2' 13' 13" Ir IO- 13• IV 11' 8' iJ• 6 ijY S (61T170M) Tr S' i3' 10 1/2 1S' 7• is_ Y 7 t/2' S 7JY IS 4 IJ2' a (TOP) it 8' 13' tr 7r 5 1/2' 13" 6 t/Y 9 t/2. 5 1/2' 13- 5 1/Y C W) - 6 1 4' 6 1 4' 6 (B07'PY) - 8 1/4- a 1J4' 6 1/4- 6 1/4' - - - - 8 1/4' 6 1/4' 6 {BOTY••• SEE @ECT 1t FOR .MOO" TMPE k SPACING IN WSTALVIOrS'6RO. WOOD. WAME BML*= 4' MUM M ANCHOR SNOM NO AeWWM EDGE DIStA DE ALE. IND"70 ON INS SC16'OULE FORD. LEM TINT sescafe ON SCNEGLU REDUCE ANCHOR SMONF W WATwLYM6 SPACNW SHOW ON SCHEDULE BY THE F0LLO1 W FACTORS. FOR INS OPERATION 70 BE POSSIBLE. REDUCED SPCWG GBTAMD UMNG FACTOR SHALL NOT BE LESS TIM MOAIAM SPAOM INDICATED FOR IIAW NOW TYPE GN lilt SCHEDULE ANC TTPE //4•A 1/4'e I/4•t IJ/� t/44 71AII,D11 30IO4wT .44EW FiVs-M kO M M AN(A-M SPACING 3 ] 3 3 tl4r,` /Y 2T/23 3 i/Y 3' 3 /Y 33.3 1/2 / 4 :AmM , EDDQ CIBSNLCE ACTOR 1 i 035, - x l/r IAeI DaO - - aea 0.79 im ,m SPACINGS ONLY VALID WHEN SPACER IS USED. SEE TS 01 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL WHEN SPACER USED. (SEE SECTIONS :6; .ALTERNATIVES ON 611EUS 13, 14. 15. �vm R-103, R-2A/13, R-3A/14, R-1 Ft_.'y� R-LAW/15, R-2AW/15, R-3AW/16. R= 4 �� O O O O )­45 1 VIII-20x1- SS. f-' (USE FOR PANI OVER 7711 ,. O LIFE Tael�!> A AS,D. DEEM LOAD MAXIMIN PANEL. UENOIN 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONIX VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2- D.C. R-3B/14, 3' MAX 5, O !, I r- W-S' @ +40,0. -40.0 M.f. (w/ OVERLAP we PANEL maim BOLT. r-e 0 +4TS % 34.0 P.J. (W/0 mow IYD PANEL LENGTH Smi) USE 2'-r MN. PANEL. LENGTH AT ALL MOUNTINGS WING NUT AT �. ��EpIOp L--- OT �T MAX I LEFT PANEL 1�17. 1 RIGHT PANEL r 7 t INSTALLATIONS ONLY VALID FOR WIND i' MIN" R-IA/13, R-2A/13, R-3A/14. 0 -1 9 /13, R-28/13, R-30/14 1' SPEED UP TO 170 M.P.h. 1 R-1AW/15. R-24W/15. R-3AW/16. 9-1RW/15. R-20W/16, R-30W/16 L....- ANCHORS (SEE SEC710NS & ALTERNM71m ON SHEERS 13, 14 I5 1 /4' MA". OAP LIFE SAFETY STORM PANEL 1 ELEVATION (t) ±� 2.667- SCALE 1/4--1• I ' STORM PANEL (Lwl OJE" -1 YFw / ' STp PANEL1/4 II MAX GAP "f �. y L iz_ LIFE SAFETY PANEL 7V••*= FLORIDA BUILDING CODE Hon High Velocity f urtIcons Zone EXTERIOR: �F,'xl•,SO RID* @ t D'MHe uINC.NC. .Y2.4 BE GALVANIZED STEEL STORM PANEL , GLOBAL PROTECTION PRODUCTS, I.I.C. C. 1 40,FR?IE SECTION A —A „ Se. 51 1aSTREET tW-,aM2FL 4 SCALE 1/4"-t- .mWa 00-7345, FAX:(64)g-n7 20-1.7 x 5 Ck*Mlo ... .«NAws w PE. SPl/tumm6/OOi A, a Jkj 91 sim 12 of 16 INSTALLATION DETAILS INTO. FOR LIFE SAFETY WOOD STRUCTURES PANEL lam. i WOOOUi°RED'"FJ'°`R 1. i 4"P TAPCOIV (f A HCFt O 9' D.C. 'L i/4". TAPCAN A74GHOR 4F 9' O.G. I r t 4. TA:! CHOR @ $' O.C. 4� 6 1RjE4WIMEDTAPCgN i�T 01 � 9. D.C. 1 1 iJ2• ARM%. / 1/2« .1 f4• _ 1 J2. f S f4• 1f$. ! .t/4- / /1'\, - IT MAIL / It /2 +Wt-._�) +_ V+ r it Y• 2- - 4 , t 2•'` i 1 t .. `'., , I Y i _ EX161i[�,ry 1 I 1 11F 20,1' VOLT11$ N �,,.(..... _ ds. 6DL w 1 R s EXLRTIy9„B I.. t 4'trr• u.._, �.__ ✓iT -.� 6te.13 w d 6..._::___..yA--�- - ^- O6E RR R46. _ `$,s, iqusw j 1 T-"`-5 AI PA i Los. 00.P-6•} V MAIL I i Z VAX. p a p C 1 Max B PANEL LENGTH , PANG. LENGTH N (SEE ELEYA7XN If 1� I l MO.. I 1 PANEL LENGTH g _ p PANEL 9 (SEE FIEVATWN I p ELEVATION , O4 SHEET 12) SEIE ELEVATION R ON SMEE'C 12) W SHIEET 12) i pM i ON SHEET 12) ,�---S�-E d t tAin. PARA7IW- 1 1 a�,�, 1 �$To j p•--^SEPAAl10N--'- I TO CUSS. �1¢.,_,., I( P ( k� 1• min. U � ry TO CLASS. 8 1 Li2 f Olm t e i I { 6' q N a'� 1 i I 1 L%2 i BI TO CLA"70rNS .- G ,q„_„,- 8• Ai , I ,,eatsP/+0 1� ,�� tJY "YS�iNI� 4 Ms. Q• i I --- - i a (k I i�; i '-�.:/ j i `q i t � �✓ Vt14• i d j f S E P1A1E ;, fMOiIIREO t ) • 12 `/2" R6 i t 1k� in- 3A .o j , - 1 4'A TAPCON I, f , H` ANCHOR O V O.C, '�,: ? ', 1 1 4 P TAPCON ANCHOR C 9" O.C. I k i ` j ` �4Y TAPCON 2-M' yPOQU ANCHOR 0 9' OM, PLATE RW� . 1 I Ii1HC1 < I d j. t SOIG(ENEO W/ Smo q ) G STAQCERED W/ STUD �` 3' OAIN $' 3C. ff WOW � `i ( "x4" WOOD t r l it I p L I 9 1 l i 1 �i,._ LATE ¢" REWIRED LATE REWIRED L°" 1 t vi Q fflSMETY PANEL WALL MOUNTINGS SCALE 3/6-1• � P� �4 A"Ti ILO 485 WALL MOUNTINGS SCALE 3JS.t• A�YPA )NEL FLORIDA BUILDING CODE Non Wigh Velocity Hurrlcone Zone i. INSTALLATION ARE ONLY VALID FOR AS,D. DESIGN .4067 �� 'N'T�0' F.P. 24 GAGE GALVANIZED STEEL. STORM PANEL 11a PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL z , * s -Q STATE0 _ s GLOBAL PROTECTION PRODUCTS. LLC. 07 a �!L E C O Em•. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC p'. I, 0: , ZORIDE At 4M 7,A xA,xr. wa6�n 4eW n iw+L IL►. 51 $TAW - n_ 33314 20-175 DENSTtY OF 0.55 OR EQUAL. "• .... �' S/ • .er, pmI q,-taC, ti, IIW m-u3, °1"°'? y trmHt (m4)6ee-7bw FA: (s50no-my Ri. NNFN A TAOAT A,.. P.L 1 F.N.rt 4. . ,N ..4. arw.w.. 4 $ANT t5 O i8 a MAXIMUM A.S.D.DEMIGPRESSURE RESSURRATING s.f.) AND QQRRESPONDINQ MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR CORM PANEL G) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL01 1NSTAUATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAIL XDESIGND P URE: MAXIMUM ANCHORS SPACING MR MIN ED. PER SCHEDULE BELOW APPLICABLE & �, ,"" PANEL LENGTH (Hi} MAX A.S.D. DE51Cd! PRt�'$TS� (Ps1.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE 084W APPUCA8IE M4%WlN PANG. '. LENT 1 (tt.) TAPCON SOUP -SET ,D � ZAMAC-NNLUN CALK-tN TAPCON SOLID-Sv LE IDm pD,S ZAMAC_N IUN CMK_m h �, m ro roPANuOc m ro m m m 0�wmFEt104 it m cl, =imm arse K'fF 1iKM° ri65. -aS TO +75, -7S 13' 11' f5' i3' Ir 13' S3'- 73" 73' 11' it 10 • t 5•-6- OR LESS iST.O-75 +itA-17A6 1]' Sf - 13" O t /2 73 ' a 1. J2• 13 6 t r / 7 1 J2` 6 t Y J 1J 4 1 /2 f (mP 5'-e• OR LESS tr 11' it Tr tr 13' 1r tr tr tY Ir 10' _ 1 (BOTTOM) Ir 6 1/2' Ir tr tr $• 13' 9" 10" 7 IJY it r 101mm) 13` 11' 1r 1 13' 73' 13' it 13' 13' 12" ,3" 10' 2 (TOP) 1r r it 10 I/2 Ir 6 IJY tr 6 IJY 7 1/Y 5 1/2`. 13' 4 1/2' 2 (TOP) _ tr it' 1r Ir Ir Is- Ir Ir IV IV 1r to' 2 (e4RDM) 13" r is' 13• Ir 9 1/2- tr 9 1/Y 10 1 7 IJY Is- 6 1/Y 2 (BOTTOM] i3' 71• 1Ir73` is, Ir tr 13' 12' t3" f0' 3 (TOP) IS' 7' Ir is, 13 ` $7/Y Ir 91 /2 ' toi /2'71 /2` 1J' 6' 3 (IO'1) - - 12 f Off Tj 8 1/P 'e 1/4' 2 IJ2 T2 T/2. - - a 1/4' 6 1/4' 3 (BOTTOM) - - 2 1/2 72 I/2` a 1/4" fi IJ4' 12 t/2' 6 t/4' - - 8 1/1' 8 1/4' 3 (BOTTOM) 5" 5' 6" r •• V r 6 1/Y Y 9' 6" 4 I/Y 4 (TOP) 7• r - r 5 1/2. 7• ! 1/Y er r 4 I/2• W 6 I/x" 2 1/2. 4 OOP) tl' Er - !" 8' Ir r - 6" - 4 (BOTTOM) or - a IJY OF - 8• - a 1/2- _ r - 4 (R rtw)'. 13• 11' 13• it IW Is- tr it IV IV Ir.. to' 5 CHOP) _ Ir 0. 1/Y tr Ir it Y Ir 9' 10" 7 1/2'' 1J' Ir Ir 11• 13• 13, 13' it 13" tr Ir tY 13' IV 5 (BORON) Ir r 1T I 1r Tr 9 I/Y Ir 6 1/Y 10: lir 7 1/2" 13, r 5 (wro) lr 1I- tr it Is- Is- Ir Ir Is- Ir Ir IV 6 (TOP) Ir r 13" 10 1/2 lr 6 1/2' 13, 6 7/2" 7 1/2'• B I/2• Is- 4 1/2. 5 (TOP) - _ 6 1/4- 6 TJr 6 I/4• 8 1/4- - - - - 6 1/4' 6 1/4- .6 OEM.—) _ - 6 1/4' 6 1/4` 0 1/4- 8 1/V 6 1/4- 6 1/4• - - .61/4- 8 1/4" 6 (BQTT-). Ir 7 1/2• Ir Ir Is- IV tr -TV It- n' tr 6 1/2 1 ) TO 8'-8' 1r S' Ir 10 1/2 tr 6 IJY Tr 6 1/2• 7 1/2• S t/Y 13• 41 2 1 iTOP) TO 7'-6" 13" 7 1/2' it 1r - 13" 10 1/Y Ir 10 I/2 71 1/2• 6' 1r r 1 (90TTg1) Ir 6 lJY Ir Ir tr r Ir 9' 1G' 7 I1rI Ir r I (BMW 13" 17 1/2' 13' 13• lr 1 10, 13, le it' e• Ir a 1/2' 2 (TOP) Ir 6` IW 10 llr Ir 6. 1/2' A' 6 1/Y 7 i/2- 5 l/VI Ir 4 1/2' 2 (TOP) 13' 17 11r 13' Ir jr 101/21 Ir 10 1/2. 11/Y S' 1r Y 2 (BOTTOM) Ir 7" 13• 13' i3• 9 I1r - tr 9 1/2' 70 1/2' 7 I/z" Ir 6 1/2' 2 (071100 13' 7 l/Y 13' 1 Ir Ir 10 1/2' 13• 10 1/2.11 1/2 5" 13". 7- 3 (TOP) Ir r Ir 13• 1r a yr TV 9 I/2` 10 1/V 7 I/r tr r 3 (T#') - 12 1/2• 2. 112 6 TJ4" 4 1/4^ 12.1/2. 6 1J4` - '6 Ilea 1/A' 3 Lamm) - tx 1/2'12. t/2 6 1/4''... 6 1/4" 2 1/2' 6 t/4' - - 6 1/4" 6 1/a• J (OOTID12) 7 1/2- 3 I/Y 8' 8• 7 1/2' 4' r A I/Y B' 3 I/2' 7" r 4 (TOP) 7- r 8" 51112, r 3 l/Y r 4' 4 T/Y 3' 6 i/2' 2 1/2' 4 (MOP) r 6- a' a• e' 6' 4 (BO110N) 6 1/2' 6' 6' 5 1/2- - 7' - 4 (BOTTOM) tr 7 t/2' 13 it 1r f0 1/2 7J' 0 2/2 it 1/2 a. 13" 1r Ir 9• 13' is' 7 1/2" it Tr it 10 t/2 13" 10 1/2 t 1/2 6' 13" 7" 5 (801101) ffil3rg IV 1!• 13' 9 1/Y 13' 91/2' 10 1/213' 7 l/2' 1r I$ I3• 10 i/2 tr 1O1J2. 1 1/2 d 13' T 8 (TOP) 13' IV a l/x` 13•6 1/4' 4 1'/4-6 4 4' 6 1/{ - - 6 1/C 8 1J4 B (BOTH.) 6 1/4' .8 1/4' 6 1/4• B .SEE WRkT II FOR AMMO ME & SPA0011) FON INSAALt MINI INTO AOO6 PRIME SUIUMM. e MMIMUM ANCHOR SPACINGS NA 31WMUM EWE MM42 ARE ND1CM ON TNB SOCOULL FOR M 1L44 TOM IIpkAED ON SO UoULr NF AtfaicR SPACHO BY MOLTPUlft 1MCNI0 9MOMN ON SCNmHNE BY 7NE FOLLOLMO YXIS fS POt THIS OPOIAIION TOPOSSIBLEBPOSSIBLEMUU= WONNG g WtRM LOW PACIOR SHALL MET K LOS TWA M.3MUM SPACING M ZOW FOR DZH AXCNON TYPE Ott T76 SCFEDUtL _ Ip•. 1/41 T/+'i< 1.4•N L/P. i/4•. ANCHOR TYPE - SYCOR f6to-NKr F'"�� FArIc-PMNAt eAUI-W Mtn" ANCHOR SPACING (K) 3 3 3 3 2 1/2• 2 ,/2 (M) 3- 3 t/2• 3' a 3 IRA' 3 ea1A110E9.6.1 K0'Ji., 3 3I/Y 3I/Y 31/3.. 31/r 4 -AX"`RNL � DmDW10E .).. F111cRSR aai" - °ae...._. 'I.7e - 1m t. Im -�- Im 1m 1 `* SPACINGS ONLY VAI MAX. A.S.D.D7 N LOADS & MASAWSPAE 5 TARE At A AS.O. DEAN LOADMAXON PANEL 40 PSF OR LESS •'-a' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF W-10" A INN(. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS- & W/SPACER. AT 12 1/2" O.C. INSI LAT19N DETAILS FOR LIFE SAFETY PANEL D INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON _ AEG PWREO 1/4Y NG POURED 1/4•0 TAPCOH POURED 1/4"e TAP( ANCHOR O 8'-O.C, OR AHC7HOR @ $` 4.C. NCRETE OR ANCHOR @ 9' D.C. OR ANCHOR @ CONCRETE BLOCK CONCRETE $LOCK CONCRETE BLOCK REQUIRED,. REQUIRED. ! REWIRED. ,PANEL LENS -.. j (SEE ELEVATI 1` Mn 1 i ON SHEET 1 D GGLL/SSSS. i V1110MM i I L/2 gvrat 3/4• V MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12) ,,,,• }'._1/4'e TAPCON '- ANCHOR @ 8" Q,C. .."{ JL /4,6 TAPCON -' ANCHOR 09.D.C. E%ISTRNG PAiR4E0 CONCRETE OR 1S741tG POinREO CONCRETE CA BLOCK REQUIRES. SECTION R-1A 0 REGULAR PANELS CONCRETE 9LDCHE RECUIRED. O klf]`, A}'jEL WALL MOUNTINGS SCALE 3/8-1- SEE SHEETS 75 & 76 FOR ANCHORS MAN= 7W4 1/44.. TYPE & SPACING FOR WSIM.Lk Xf! S OM TAPOCN WOW} FIVAK OL4LMCS. Me4WM ANCHOR 6PACM AND MWIAOLt LeAHAAN. NYCMOR STRONG Wr s 4.wIN„M, IO.x.M4 D«} 3 EDGE DISTANCE ARE IPNX ICKIED ON THIS SCHEDULE. FOR ED, LESS THAN INDICATED ON SCHEDULE REt10CE MOM SPACING asrANCAP-..t H &aN, W4 3 DONE D01E Down iw IN= By MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FiN3011016 Fes. fOR THIS OPEPAYM TO SE POSSIBLE. , I/Y REDUCED SPACING ofrrNm U$M0 SHALL NOT K LASS THAN _ 2 1/2' "1TAM _ 0.90 RIMIRM SPAC04 R✓DAAIfi7 I'm EACH ANCHOR TYPE ON THIS SCHEDULE _--- a - I I i 14wsw1^ d Ex� T .. _-+Fs ' CLASS 1 1 PARM LENGTH ;(SEE ELEVATION ON SHEET 12) TO Ma. 1 ISes2f/4"II I TAP. ANCFIQFR O 9' O.C. I/4•R ANCHO b DUSTING POURED CONCRETE OR -}-}�IiNG `CONCREIT BLOCK REQURED.. SECTION J_ 2A 0 REGULAR PANELS O SECTION R� 2B LIFT SAFETY PANEL WALL MOUNTINGS "10ft, • SCALE 3/8-1- V MAX PANEL LENGTH (SEE ELEVATION ON SHEET 12) 1a4 TAPCON p 09'0.0, PWREO CONCRETE OR E7E BLOCK REWIRED, INTO WOOD STRUCTURES t WOOD HE HE ". jt i - HEADER lr' REQUIRED WRED / f 4`e TAPCON 1/4-0 T�H t Y 7 1 Jf 1/4"v MAIL 21i t ' l j M(n. i I I�..:: AT FA 0 I A._^ _' N ,N trAt Y-67 EX 55 / 1 _ FM GIAS. ,,a PANEL ' N 1 MAX BPANEL LENGTH LENGTH n - 6 (SEE ELEVATION L 1 (SEE EZOWN R 1 t ON SHEET 12) ON SHEET 12) p 1 t 4 „+---SkTNARAIXON I N I TA7.Gl/ASS. II ! 1 ill+-SEPAK7i0Nm X 1 L/2 4Lir;.`S. i 0' 171 E0. h 1 • it ur at Ea. i EO ED. L G i Y 4- WOOF_ r.4- WOOPt PLATE PLATEf i3 y REQUIRED 1 RECURREDPANEkIAA7E PLUS 'k I, '�x-f PANELMATE PLUS I 'I ? `A AOCNOR 9t 12 tANCHOR @ 12 i/2. O.E. jiVE R-3AW r 9 REGULAR PANELS O LI E SA TY PANEL puuuuNFNrr4. W" h=NTINGS fyR A; TIC[/j✓ , SCALE 3/8-1- 0. 44167 x FLORIDA BUILDING CODE Non High Valoefty Hurrlcon6 Zone *?ow 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. s o : STATE OF i�0 atEW. 24 GAGE GALYANLZEO STEEL STORM PANEL , W. DESIGN PRESSURE RATINGS (ps.f) AND PANEL 12 ox. FCOR DECO Lmc. GLOBAL PROTECTION PRODUCTS, E.I.C. 07/17�01e LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y'h S/ONA4 /74,D TAmY 7[zin"a & eN4MEe®NO OOWAM' OWIL t=5,1 44 "+'+1°R6'47i°-tnA0.e.ya°1"p�Ma°b''4» 20-175 MEMBERS TO 6E SOUTHERN PINE No 2. W/ SPECIFIC ANNNux4Ni4NI f NON i«nT't� PHOIz (Pa)ee9-7s+R. FAc (tla4)Fm-am . DNN.4 N« 4M1 ► DENSITY OF 0.55 OR EQUAL r4x. a.iMri� A*! PE. 8FA2/eIO40ilRF,/DAiE N11tERCIAth.. P.F. as i7"t4t • e11R71ewle N O Cn —Cu U N 0 O Q Cu CL 0 Cu c O Q O ^^`` W O L- .},A C 4� O ♦ V > ._ Cn �0 E O O Q ��•• it CAA O fA CD .� U Q O N •J � C (4 U_ CL L 4`I L- (I`.j 7.0 (D « y � , lN/ • C1 Y ¢ E N O O : O V +- y 1..7.. O Cn L.W }/ (D ca-) +R­J O L U O a) W = Q Z z Q J SHEET NO. SH 1.4. dJ_ 1 - i i I. L" I "1 , Lin. $i4xi` bVtXF 1/ts, tW/18 SEE NOTE 2) ANCHORS SECTION E21 A ALTERNATIVE EZIIWV73,79N'7$HW w/@ EE OF V PANEL MAX (END PANEL)• SEE NOTES 2, 3 4 i PANEL LENGTH lie O +j- 40.0 P.s.f. LTED PANELS W/ 1/40-20xi' S.S. BOLTS WW O G OVERLAP (SEE SECTIONS AS APPLICABLE) i { JJ_LI JJ_LLJJILIJJ_L J-fLLJ__t. 1 111JJ_LLJJA11JJ_LLJJ e I o a a e e e e e 6 --i 3 M { SEE NOTE 4..-.-,,. t 31 Mox.:_ r 14n l.5EE /�fDWAR ATE E J TE 3 ANCHORS -. ($FE SECTION Q7 d: ALTERNATIVE E21W ON SHEET-- EZ1/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANE (I SYSTEM (t) ox. GAP R// .Aw r rv1• n-n SCALE: 3/32"=T" ENGINEERING ENGINEERING EXPREEiBdb PRODUCT EVALUATION REPORT September 16, 2020 YcationNumber. -R2 Application 17�9.1 EX Project Number, 2031643 Product Manufacturer. AD American Stutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach FL 33409 Product Name & Description: 24ga Galvanized Steal Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Flows Department of Business and Professional Regulation (Florida Building. Commission) Rule Chapter 614320-3.005, F,A:C., for statewide acceptance per Method 1(d). The product noted above ties been tested and/or evaluated as summarized herein to show compliance with the Florida Buiding Code Severltil Edition (MO) and Is. for the purpose intended, at leaat equivalent to that required by the Code. Fie -evaluation of this product shall be required following pertinent Florida Building Code modifications or ravistans, Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543lived 124ga Galvanized Steel Storm Panels (HVHZ &Non-HVHZ)", Sheets 14, prepared by Engineering Express, signed & sealed by Frank Bennardo, P,E. Is an Integral part of this Evaluation Report . TEST REPORTS Uniform stage structural performance has been tested in accordance with TAS 202 test standards per test report(s) ABT-ASG-17.001 by 8dac#water Testing, Inc. ce cyclic di miance been tested In accordance with TAB Large rtlLasiie :act resistance and c Ica has 2011 and TAB 2203 test standards per test teport(Ls) SG-17-001 by 8lackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative ardor rational anadysls to qualify the following deign criteria: 1. Maximum Ailowable Spans I Minimum Allowable Spares 3. Minimum Glass Separation 4. Anchor Spacing 1.60 SW 121- AVENUE SUITE 106,DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ JENGLNE£RINGEXPRESS.COM ENGINEERINGEXPRE SS. CON * LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED WI REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED To BE iNST D FROM INSIDE of STRUCTURE, NOES , (1). QIPANTkrAY OF cFRIES IIDD: E-2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL + C-L TRACKS TOP :& BOTTOM. (2). END PANELS SHALL ALWi,I S 8E CONNECTED TO Bottom TRACK OTHERWISE A STOP BAR (J SHALL BE PROVIDED AT TOP of SUCH PANELS: (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4'10-20X3/4" M.S. W/ 7/8*03/32" WING NUT OR I/4`oN3/4' Min. THUMBSCREW INTO TAPPED BOTTOM TRACK, I.00ATKIN OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR PUT FLANGES OF END PANEL, (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK CF.B- A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHN.L BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) EVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATKkL Fs STALLATIONIS ONLY VAUD FOR. WIND PEED UP TO 170 m.p.h. ENGINEERING Page 2 of All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the din of this product Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: u a Large Impact Resistance has been demonstrated as evidenced in previously Wed test. raw"), end is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind leads as Indicated in the span scheduie(s) on the respective Product Evaluatlon Document (i.e. erioneading drawing), Installation INS product shah be installed in strict compliance with hs respective Product Evaluation Document g,e. engineering drawing), along with all Components noted therein. Product components shall be of the material specified in that ptoduef's respective Product Evaluation Document (i.e- engineering drawing). Limitations & Conditions of Use: Use of this product shag be in atria accordance with the respective Product Evaluation Document 0.e, engineering drawing) as noted herein MI supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective arldior schedule hall be designed for on a site•spedilio basisby a registered professional engineer. 1 Tits are n installed shall be protected against corrosion contamination and All components which pemlele ty pr ago ,.. ,. other such damage at al ihr es, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. tic +� `0 NN,� L-, x.n M Frank Belmardo, PE ENGINEERING EXPRESse" #PE0046549 I Cert. Auth. 9885 160 SW 12T"'AVENUE SUITE 106, DE'ERFIELD BEACH, FLORIDA33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 ENGINEERING EXPRESS, CON ENGINEERINGEXPRESS.COM yRnaT rt NAN>JKf: P" SA Lipi, _i: . " 2 .NTH - w_rmY Y} NrEG-r •� , I-r •Inv'.. rn L L h1ns, rD r^V.'. r rr +c.N. R y I:?r - " J O- I f f u _ID, ]� N 8 Nit YN f, . l�I 4J W tN °YI:I:r4 5 uv r.c I c rr -4 a - n IS.lIf Tit-`w. 41"ii 4 1' L � ' t x l I y r L ' Y. T I rY'3 D a tit.1o>•IID:. ,�, .vNR �X,M lh n Ta tt w B .cur W Ai It GL•6:`4.F r:� Q - LhD-k rfiRv:'F:il t. •r it 1f ,-1 x -TIJ - e` B T !J3 a to _ F . MN Ir -. H- Nrt> YRY Y L: I H•wl LV + ACIERnATE IRIILDOUT ! RDU n - J[r idyls 'kL M TIC E R 24w Ci Q . 4T Bit A iC :U �,� .rTTt II rcY.•�r e TI al =U T. e :eF,i R. , ) CC LIRU RdORidOUNT 9CCT[dN ii' N J fug I 1 C'1:J4:A JJ 4. 4 T„JVii w H,C IOF LiJI�1RL L t.r Y Ili _ 7G Yfi. .L - t V �. • Y, YID IYi� I(} f ,U >•7snd' c .G T' :u xf uar T re caVv xPc = g ID hPl TILM "xL Thy 'nIIMY.Iv ]JYa. S "K ^1 - IYL:IUi ' I'! YIALLNWFIT4{ - rlIXi HPr'I •;flP,K^ tiYT- F h !nl :.-1M'i"K ,:.115 r• rRi pC 'V::.'JJIV J. f.CI HV.Fi;tU:AziW.- SL_ N 1 0. ti 4 s - FF'PTIT3IL3SPr I : 1 I,src e S a •.. M':x Y a:.cTL'_. �..,. �.r V-ItJ_tt NfC SdN ._... N,1=' ]fD '�rFK_ ;" ��' A]hYl:': BHT m�5 IYFL FLIY VnAY Lu L -rcn oN-ta :, ;m1,eeILR ME na•1 a FI srlr.3 f K r � ,alaarc„D• sre.E't _T. -ir 'L- t Nnlvi I nr na'_E.. IS IP N I+rl'iJx„1pLF.1(Y✓•t✓ R t how tc ;il+- ItJ a� K 091 1 Ai I I L I: POi'3:GU2 fY:all A1.1 PJ. i _Lr. K•,� tIJ L.S'A:+.Ir.+l:(V. ;t E:TU .IBC•: � G �. >; IL 'E' >rra,Ek ugh rNl Ci$.15a3 R$[. - TLI I . i INN .:Ili , it O�rMMFMRclfRllAlaD1E T !7 7- w• IAAr-i�; •f.a+e,:.PT ,a nPr1 . ' a. ruFl 20-31543 Fr n:r raF - h` L^A- AAe! DlaDRIPlaDN1 1 /1 OPTK1NAtrOPt60TrOM dtd%IREOErA1L > V n U .'-I 'I �f: INNfI ItMSN ittHINI I, f.I ltlN ' �� T'r' IIM Kff11NH;1 NW NI :,H.I IfIiJ INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ni. INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES 'S OS' 4'0 CRWIREESEE ANCHOR 01tr D.C. /-� {4 1/4Y TAPCON 14x1' IEx WAD TER WOOD HEADER 3 / { .- 1 J14x1• HEX HEAD TEK ANCHOR lie 12` O,G FYkR1. AED t k{{ FROM ;TM'i' ; l 00 14" �i �3j4' l EDGE .. 9 I R; tl- `2.1Eb. 1Mlv 1/2*- !. I 1/2' 3/.Sisiw �.,• 1,-.--•-. t 4 i s rB/OLTS 1 -- eG AT 1/2' I (`Q Far !I...W I 1/2'4` A_} 1 /A'ttl. IX15fxJG Y i0 G1A55. j 1.-} - BY I pD511H0 M ARATION_. I 4ulmelf GUKS--`N 1 MM1W POP I GLAiS 11 "' Off' AI.ta11NUM POP I RNET RIVET It 1 1 B R 1 w 16/a4.Y -2pMAE%R. ATS8lA16 ..�I ,.,_:..»..:....-«..-�s. D8041. a t PAE.LENGTH a PANEL 8 'min. g-•SFPARA 1 II I" W. 1 - /4 i-20]r2 - p TD GLASS. f i. TO CL/LS. THUMBSCREW OF B •"o"22L,W", I ! OR, B ; I 'a L I>� tow /2, 1/2 L'--'� (ri ° If4'8 TAFrRXxI ANCHOR 0 12' O.C. 1/4Y TAPCQN EIDSI7NG POURED �. f ! (� "` 2•R4- WOOD ANCHOR O t2` O.C. OR ! 1 -PLATE ,.-.-' REQUIRED /i CONCRETE BLOCK - t ,I' REQU emu, f/OUNTINQIRED WAIT MOUNTING SECTION EZ1 A_LILINAM EZ1W SCALE 3/8a1" SCALE 3/8-l' a11tl/IINrr, a P: •''•DEN � s yg FLORIDA BUILDING CODE Non High Velocity INN cons Zone NOTES: IK MIN. PMIEL LENGTH z : D, 44167 D2QK?REO), MD... r.P. SHALL BE 2'-6" } 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN m: 1, INSTALUTI4N ME ONLY YAUO FOR MAX. AS.O: OFSK:N � # 1k q GI.OBiII. PROTECTH3N PRODUCTS t1C. sr/xr/ PANEL LENGTH, II4. rurz: PRESSURE RATING +/- 40.0 P•s.1. AND W-W MAX 's STATED `II��:. •�+ms s,e,st SMELT O,r: DtDAi, 2. PoR NEW WOOD FRAME CONSTRIILTION: WOODY 'YT�Z�r 'ANT 33514 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC '"' nKe A� err`-,m'0roDP- m, Friwci (ea}eeo--'Ise tx1+)aramT 20-175 DENSITY OF 0.55 OR EQUAL. °RAWNC "°` L ° ""a-aoiana Toro '"" 'A11ei. "°t " Y0"'"" "i` nalw.. fa0M4tiA 'fBpYE R7irER A curt JY., ik. to ,r" x SAW 18 or 1s a4 }(f ALL AMERICAN SHUTTERS AND GLASS 24 a GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ 9 Boggy` M , �aad �r-oH N4 BOTTOM MOUNT (MAIN TYPE AS- N.T,S. G rD �--OBSTRiIMON: >c - C: (LOCATION MAY VARY). @j � n � 70P MOUNT corn COIN TYPE AS REQ'D) nTOM MOUNT (COVM URRX (SPAN ON) BELOW TYPE AS RER'D) ODSTRUCTI PANELS MAYBE NOTCHED AS REQUIRED; OPTIOINALYd'-20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH'WASHERED ANCHORS ARE USED WHICH S.A7ISFY WING NUTS FASTENED 0 - SPANS ABOVE 8 BELOW OBSTRUCTIgV. OVERLAPS $ MLDSPAN (USE APPROPRIATE SPAN TALE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS) "1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: SG E 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS FIV1R WIND ZONE l 1. FAOUTES ) MAXIMUM DESIGN I ALLOWABLE INSTALLATIONS tF55 NSTAItA -INSTALLATIONS GREATER1 PRESSURE i , SPAN Lmax 1 1 THAN 3O'ABOVE GRADE ' THAN 30ABOVE GRADE i lPSF1 I i I� +/•30 130.0In 6.061n_ 2.16In + -35 / 130n 0 806 n - 2.1B In m / 53001n 61061n 2161n 4/-45 ! I30 o In SAS 1. 2,S61n , _ 1_ ... ♦ / 50 - 1060to 6061n 235in / 1 55 106.6fn 6ABIn 235 in I f;a / 83IIn 5.091n 2 53 in +1-65. 59.9 In "11. 2.721n +/-To $6 6.4 in 1 6.21n 2:901 n y42 27D In 1 6131. 218 in b1NL a- FAMLL PRDIDMCY.S line. 1. AMINE MAXIMUM ALLOWABLE STORM PANE . SCHEDULE IS ACCEPTABLE FOR USE Wrt TIVE LOADS LESS THAN OA EQUAL TO . TIVE DESIGN LOADS. PANEL FASTENERS ARE STUDS USED IN N ON WITH MOUNTING EXTRUSION r UNCTION ALL TRACK, STUDDED ANGLE, ETCUSE S PANEL FASTENER SPACING TABLE VALUES, H -AND -W-HEADERS (INCLUDING BUILD MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN RESIGN DESIGN NOTES SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED fOR USE WITHIN INSTEM SHALLBE DETERMINED PER SEPARATE ENGINEER NG IN ACCORDANCE WITH T I RDA HE GOVERPBNG.CODE PRESSURE RE I E.ENITS AS pURM DETERNINEOFNACCORDANCE WIT ASCE'7ANDCHA.TER 1609 OF THE FLORIDA BUILDING CODE SHALLBE LESS THAN OR EQUAL TO THE POSITIVEOR NEGATNE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, GENERAL,IVOTES: BEEN USEDIN THE ARE BASED ON MAXIMUM TESTED TOR, ATER "' GRADE 3 UFIlP55 Na07@D. N-PLATED OR UOTHERWISE ALLCOMPL,, WITFi'BPECIFICATId 3 BY THE ALUMINUM AS60C1ATION- AND/OR LOCAL CODES. STEEL, rD oza", A4TM AH53%4TRUCTURAL QDALITY 4 I.1INIMUM =qe.1 KSI 0E6062R76AJ.UMINUM ALLOY; Y BE INITERCNARG@D AS FIELD. DUN TED VERTICALLY OR. JEWALLSE EIISEDOEOTO ALL CONCRETE ANCHORS PER WHICH IS CALLED FOR RY LOCAL, STATE, & FI!MRAi_CDDDS N FROM DEWATIOYIS OF THIS PLAN. 15, EXCEPT AS EXPRESSLY PROVIDED HEREIN, ND ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. IS RLTlRATIONS. ADDIT3pN OR OTHER MARKINGS TOTNM DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. 17. PANELS SHALL BE PERMANENTLY LABELED WTTH'A MINIMUM .OF(1) LABEL PER EVERY 3.0 FEET CONTAINING THE FOLLOWING INFORMATION: WESTPA04 PACH FLERSAND GLASS TAS381r TA6 202 ATAS 1. FLORIDA PRODUCT APPROVAL NUM85R VISIT ECALC.I0131543 N81TLrUyrINEH1MGEXPRI86 DDWBfORE �. M NAWInONM.MAN.e, ntJ0RT9 AREB7NiCEa MINIMUM ALLOWABLE SPAN SCHEDULE OP MOUNT gg yy -a 'f]'. HIIaaM 0' P r 2r 2 2S 27 2P 0` 24' 23" 28" IiIIaOoW'U' H.aaer 0" O° r 23' 24" 22" 24' 0' 2r 28« 2xb a'U" Header O' 24" 26' 22' 24" I24'MF 3 23' 2pSa.'Eld 2r YJ" 2r ]i" 3r 3 1". tit" 2r 3r 11 33' 33" awlkkwt-"F". cK 24" 24" 9O" 50' 48" ze 48" Teak 2 31 SIT' 52` 30" SO' g O Auld 22" 22" 22" 11". 2r 30' if' 29" 22" 2r i- DY4e! Mona 24" 24" 24" 30" 4r 6D 28` 4B" 24' 4r 3r 53' P r 2r 2N 2Y 2T 2P P 4" 2T 2r eb 'i« Trail 24" 2r 24' 30" 50' 2r 4r 24' 3C 53" Stud 2r. 23" 2: et" 31" t" 3e' Zr 3W PG" Track 2r �". 3' SS 31" 5r 2r := 30' I..umoNs WOWNYN:REARENINAMDMAIJwmL6FRN6m T w oY LQIBINATONof MOOING AOMOra5 Ar OR FATr Pp TIAN i '.A ARE m TOF OM NES UNGIH"+1855 TrWSH NOTED IN A81f BdVE NIYf ACCEPTABLE, 2. NO sEPAanwa FROM 6VSS l5 REQUIRED WHEN PANEL IENGIII t5 Ca[ATBA TNPN INAT NOTED FDR RESAELTIVE FIOUN,ItaCa tONMR,4n«E ABONE 3. SIDE O.OSVRE5A 7 FDR LiVIL000T M11UNt9IN TABLE Y9DYE. WHERE SIDE C,.OSURFS ARE NOi U$U WITN BURJXWTMOtwiING CONOm PED SEPARATDN FROM GLASS SHNI KFEA DETAIL'P I1N5, RRQlli a. T.06 *P 2 Td JwTN 1 OA WIiiJOUT SnKM BOLTS Mao 2 P A BDTN WRiI VRNRI Zoe (YV,IH ) 4qs Arfl+L9, FASTENERS O I2,S OR &IS• O.0 FNGI PNY NI.I IL USING OF FriN.eaTr S JJWN OlJE <1 THE OPiJONAt FO QM UOSUR54 PER 1 OPINING PBP DErpt4'M 05SNGANIPNJ4Wi1NG C4HJDmON SkgYM IN THESEORAWINTd. 1 L �1OPTIONAL INTERIOR FASTENING DETAIL � N.T.S. ' CxJSnM ,.,o OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING L lot rRnwr[DDJNARDI>LPC� r vEA Kui9 GAa •Ae� w DA9A" II -0.0 4` " a_ 0:034" rI25• 0.03§F - 1 6 o ra DA25 08: la GA �,$� R ZI '-I q$ g ;094' 'x 1,1Z0 TYP. "+lu TYP 4" 1:930" 1.. 30" + 2"� 9 DQ6Z 0.375 n,062 �0.125. I 1, ;.�Vl' ,&k 2.00b" I~ rf 6 a:D z^ ���-fE D . 6 .J TYP. I �.000 -I .000" I` 250 2 -1 �- 2:600 w 4 t WW L[II @ .121" III' 1.1130" n'H" HEADDa-3 i,• ,n aULL0.0W V HEADER ¢ `' anJ-0/dl CLI]6"LIRE. !�'SRA ANDIE C-IF>d__ 3 „ 3.380" MAX. 0.113" 0. 31 I I 0.376" 1 1 .560"h--I1.560" .510° S 1 1 0:355" 04 " 11 ILZ 0, p0 pp O:I75 'tf655' 0 19 O.bSS' Oj 190" II" 6;5;S. O.Befi:. 0:35d' L 007.. {` y �.. 12,50D' PANEL COVERAGE .%� [ Y_��{{ �{ps ._ (h IPpE 14.a7S"PANEL LENGTH lip z r 0.545".If0,956" u IYI V f it .15t)" -tj 1 orJeErnon 7 0.040" HAY BE 0 0a5" O 250 �0,090" N D 090"�Iswl-N,wN 0_ 115 710" RD.135' 305'LA TYP. TYP. FAILD� 0957 �•'F' mAck a P_ 0. " o ° ILA tJ 3 O 1 t -, 0 EYXOLE W R g MIN. D,37fi"'*N t' 6 455z" 0 is 15 "n .A i tl.19D' 0:655" ,. U, YIW MIT N "- Dverrnon s v w L'J, FI-3.Dao°�o.lz�� aeFEaseD. .s FC'ie f -5 rF" ANGLE - 7R�1'A( (E%9FJ:bED] O ERA P I 4" MAX.& [IMrJEAdDSURE DETAIL. i MAX. P 0.188" >, aEre Cr RK - MAX: ,•� YP. J,r_ .,Irrr x i+ Pad T BUILD -OUT t0.. ixnMv e: Cis -TRICE 'iVM I'NWIIF I':134YtiIINP11Y1AH _. • r�-IJ �vr:::u:a'- rn ll. OVERLAP •..ou l�ilrlo.. 3,eUr _ s r MAX, 25". MAX. I I uS d A L L i -V C 1.1 JL•AU. ' .-: •y ,3 1 00 r. K1Jx J.a: h r 5 MAX: 4 p -P.7in> MN. Yb Fly f.JiJ+I. I t 'O00" w "4V'HDR±W e:n. iL U fARNE0. QDSURE DETAiI BED D NVOUNT CLOSJJM DUAL, FI S: :•.Ih IP �Fl 1 srn'r rrrcl. T RL i k l Ix rl a n Mill l]-[) II NW1NI f:,[nIDtF NYlnil N.T.B MAX a C U}o9t ME it A hallfA" •IUK46li6 ANCHOR SPACING SCHEDULE: :24GAUGE PANIELS; PANEL FASTENERS I. 12.5" O.C. , 3/4" EDGE DISTANCE M w � �f .f CR I :�N.F; Ijmw RD , x E �yWu F> t uqq f 9 dW m z I •^ N . 9 _L� ; T W r' � I! - A N w t �W 0� 1IM FEW Q p d (GJCLLJ K c, ANCHOR NOTES: 5 1 WW - l S t lit 1 r Om 6 1. ANCHOR TOALL IN PROVIDES 01 LOWABLSCHEDULE ANCHOR MAXIMUMES I FIE RE N AXIM M ALLOWABLE S AND MAXIMUM ALLOWABLE ANCHOR SPACING. MAXI UNALLOWABLE SPANS AN M D PRESSURES INDICATED PRESSURES :.i IN SPAN SCHEDULEHALL APPLY S S 2. @NTER.ANCHORSCHFDULE BASEDO PANEL SPACING, EXIST] U. N PANE AS ACI CT THE EXISTING STRUCTURE yt5 N 'MATERI 'a:A ANCHOR TYPE- DESIGN LOAD GR GREATER OR UALT 'RTIVE DESIGN AL, N ELECT GN EA E EQ ONEG N- NEGATIVE 'L-0AD`ONSMUTTER AND SELECT SPAN GREATER THAN OI, EQUAL TO SHUTTER SPAMSELECF W Q CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON IY SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). Q- 3. "PANEL FASTENERS" ARE STUDS USED IN COMUNCTION WITH ALL MOUNTING U i us NTS EX7R 5 O °F"-RAOLSTUODED AN'GLEtTC : I15E6 5"OC.P EL ESPACING ( 7 .) 2 AN FASTEN RTABLES VALUES FO0. n ALL H' - AND "U" M ADERS INQUOING BUtL UT CONDITIONS . E DO { ) Kit 4. ANCHOR$ SHALL BE INSTALLED IN ACCORDANCE WITH MRNUFACN TIERS' RECOMMENDATIONS. O L W BLOCK UR CO RM T T CIO. C L l{DyT S - N- .1 H S- M HALL E HALL N A O PS M , K 6 MINIMUM C•MBEDMENTSHALL BE AS NOTFID [N ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM BRICK, AND OTHER WALL }: FINISHES. WALL FINISHES SHALL BE LIMITED70 1/4" MAX OR SHALLBE VERIFIED BY OTHERS. TO m a+ q SSS 4 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. IT. IT 9, CONCRETE T NOTED HEREIN SHALL BE EMBEDDED TO CONCRETE ONLY. { yq r^ STIN41 CONDITIONS MAY VARY. FIELD 9. WHERE EXISTING STRUCTURE IS EWOODQVAT FRAMING, EXISTING MEMBERS, VERIFY THAT FASTENERS ARE INTO RTE WOOD FRAMING MEM@EIS PLYWOOD, ' NOT P FASTENING i? TO PLYWOOD ACCEPTABLE ONLY FOORQSIDE CLOSURE PIECES. tO WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FILMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2 X 4" (MIN) WOOD STUD (Yy" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD _ SHALL BE SOUTHERN PINE'" G=0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS TIAN HEAD OR HEX HEAD - $ a F; (! 11, REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL-POMTS SOLID -SET a BRASS BUSHING. I 12 MACHINE SCREWS SHALL HAVE I/2' MINIMUM ENGAGEMENTOF THREADS INTO THE BASE J.DPRINDFANKE:IReAROlg ANCHOR AND. MAY HAVE EITHER PAN H Al2 TRUSS H WAFER - A A E HEAD, OR WA R HEAD SIDEWALK HOL U N O. 20-31543 - 13 MINIMUMEMBEDMEN�T:ANDEDGEDISTANCEEXCLUDESSTUCCOOROTHERIIALLEINI5H�E5 14 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 PA68.DFat111P1tDNe ;Ic DIRECT MOUNTING {XJNDlT[ONS 16. LINEAR .INTERPOLATION.IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. L� • ®� , PEA ®��®�®fit®�� / q �Y MAlrD6[aN ANCNON PNESgDl! T7E PSP I P IO. "-1r vPpJa tD IO.Jr-H' avow uP to '- r III 11 C�tl��[Y2PC. C3 Q C3 Ci COMM M! CS CZ C3 C4 LQrfi YNN[LT ! C3 C2 C3 C4. u1 1., SHIED 33 I At u;ltrir 43 48 52 T236D 125 }fi0 56.0 106' 12, 5' 1 60 160 7: 5 I2 S 160 160" 6.7" it 5 1H U 1H.0 B B 1Z.5'. 16 D Liz, ' 6.i 12.5" 14 D 14 8 0.0" 125 1 50 15.0 7S 12. '.. S SFO 147 b: q ]2. S' 1 0 a 0" 6 ] S 6: 1'2.S Y6,0 18:0 14.1 69 HO 1 2.5' 12:5" 16 0 380 14 7' S:❑ 147' 6.0 12:5' 12.5' ]6❑ 1+ ' S:O" 7 1HD ]4 T" 6:0" 6 414ii cNom U2, 33 YlOOD SCM1EW 41 48 92 72 12S 36.0' 16:0 S01' 12.5'. 160 121' 7.0. ]2.6" 160 108' 612" 12S 16.7'141 a3 12.5'160 S7' S:6. 12.5' 60 125 Ll 5 125 35.0' 17.0 Yfi 0' 31: 3 16.0' 9:6' 70 8 4" fi,6" 12; 5' I2. S' SY. S' 160 1H D 160 S-6' S:6 9.H' S.fi" 9�6" Sb' 12..5' 12.5' 12.5" ]60 9.6" 5,6" I4 D 9 ° .fl" 4 5 0 36 9.6' S.6" 4 x11140 CMBCO - 1! 33 TAPORIV'CFAS' 41 46 52 T2 t25' 3b.0' 16:0" 12.5`: 1b 0' 2, 6 125 160 13: 3 12, 5'16 9.1" 12.5" 125 SS:O' It 4" 12.5" 160 t2.S L2 5 16.0" 50,6 160' 9.1' 12:5' 1a:5' 15.0 1 0' a T Wan EMBED +! 33 A IYfIIri,HHIIA'4H 41 t OOD BUSN,RC 4 T B 52- II l2 S Sfi 0' 8.6' 7.3` 12.5' 15 6 6 0' S.if 12�5' ]3 8 :3". 4.5" 5 123 ]6: D"T.D' 39 12:5' 12 S 48' .1" 4 6.23" i 2 4 4 e" 4.1" t2 5 ii.4' 9' $:. 5 0' 6.25". 12 3: 4 7' 4:0` k:25' 12 3 4 7" 4,0" 12 5 S.V. 1429.7" 25" 12 3 4 .0" 1 3 d.7" 4.0" ]2.&"' 4.7' 4.0" 97" a:D" i Cn N -Cu O '0 Oo N s` Q Chi O ­0 � (�'� `v cu 't^ VJ O O Q O 0 O W 0 O its O EOW ,.0 C V /"1 ._ C0 Q X. O / 'V O ® �$ CL Zn P .' r `X s� cc TiUJI w C (` - i g Q -a z _p( E J \V 0 p . > / 1O Cn �J W L_ CL 0_ U CIO O L U 'a) v i i..ai..a LLI a Z Z Q J SHEET NO. SH 1-5