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HomeMy WebLinkAbout36366 Garden Wall WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd Round BLK or BLK Block GALV or Galy. Galvanized RO or R O Rough Opening BLW or BLW. Below GC or G.0 General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F I Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or N.H Hand Held (plumbing faucet) SPECS or SPECS Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S P.F Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S F Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insult Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or LF Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec Decorative MC Medicine Cabinet TRANS WDW or Trans Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U N.O Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D S Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D V P Diverter Valve (plumbing) OE or 0 E Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Ped. Pedestal WC or W/C or W C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW HDR Window Header EXP or Exp. Expansion PL or P L Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W [C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P W Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET IOU 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS ` WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL ' SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL -- 0 0 - ----- - - -- u� >1EF_DOCI� �i IC�0 �U/ IL:::]C El E__ 1E] El E_ L E N N A liZION 2074 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. M N N o CWD , o w 4 fT G 04 CrIp C� LLA M 04 LC7toN Co to! LLJ E W 3 rt, E o a U P �' ''�;s F • . 4L U, 5 map. 4 '• R E • `,`�� rQ � ` J v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WCIJ E Q O o o U --oo N � ri rn C) (li rr r � J Q C U_ LL w _J w u a (� w Z W 0 M o W cn�QjO m W ILCOmza N Z O U U U W ❑ ❑ Ln z� Ca w C 0,,, 111 LL Jp sm O Ear: og =� Q o ti o a~ 0a t— S Z y.f C Y� gLL ? 3 LLO 6 U W W¢ MI5 c�{0,Q) a �7 zzIa z c C:)0 a) M O N m N f0 I� O O Q 0 U) m N LO d- ra O Ln N CEO CV Q C T E CD w M N N o Z Z r- E aNi M a E o U � Q p c � JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. C S I - -- -- I . -- I I __ I 111 1 1 Itli„ ql I-, !U111117 oc cc 112MMIJO i Mp Ll IIIN P-IJ I KITCHEN 0 50 0 h KITCHEN 0. BATH BATHROOM 2 INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION ON PLANS GUIDELINES TO BE FOLLOWED U.N.O. VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE VA CURTAIN HEAD ROD RODS z SINGLE 24" TOWEL BAR TOWEL BAR IN g ROD CO w ON WALL ABOVE TOILET TUB OR SHWR. TOWEL BAR rr uu ON BATHROOM WALL / SHWR. rC MEDICINE 60 I VALVES® _ = CABINET TOILET Q SOAP to PAPER D o DISH U I HOLDER a pZ oz 4 LL Q > N > M M M c� iv TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 1'-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN Fri 8 rn CV 0 ■ 0 h 0 N 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS � OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS a COUNTER TOP 30" H BASE o R CABINETS o 00 'o r" LL v f` n a. V-2" 4 O 2x o a °p FRAMING 4 b M io , 1/2" GYP C N v �? BOARD FIN F R FIN. FLR. x F. 1. bUL PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 25-0" km ---------------------- LANAI 8'-0" FLAT CLG. AFF 17V A-- FAMILY 8'-8" FLAT CLG. CARPET Eel NOO - 8'-8" FLAT TILE AC PAD i-- J _{...i. _... - -- S6 w _ 1-7848" FLAT CLG. 2468 TYP. @ 2 TILE -0 N ' STORY. SEE FLOOR G.T. _ _ _ Ur -w-_-------- --- JJ/S6 @ REF --- - STEMWALL r --- - 16 CN �'I 60 LO 5,_74„ 14 0 13 � DINING (3) 2X4 #2 SPF 12 STUDS w/ (3) 16d ■ 8'-8" FLAT CLG. NAILS @ BASE GG 11 CARPET oo S3 = 42" H 1/2 WALL 3 - u9 OR RAILING PER LO SPECS 8 N ---_--- FLOORG.T_ --- - - -- O (3) 2x4 #2 SPF - - 6 - STUDS w/ (3) 16d ■ NAILS @ BASE cr UP EXTERIOR WALL N M Ow W/ 2x4 WALL 11 2 31 4 5 PAD OUT _ _A 0 406� oPW D R --- I ARCH GG HANSON BOX @ A.F.F. co I i i 36" -_6 3 2x4 #2 SPF 8 -8" FLAT CLG. 4� O s S3 W. TILE STUDS w/ HTT16 �� ■ -- j I DRYER VTE AT BASE P 50 FOYER - - OI PE I, -L,- �� i- LAUN is PLUMBING LINE 8'-8" FLAT CLG. ° 1 D Q 8'-8" FLAT CLG. I TO SECOND TILE S4 TILE -- FLOOR I_.I SW _. WIRE SHELF @ Ell +54" A.F.F. 1 -7 6'4" 4' 0 T-2 rr G-4" -- - W.H. w 0" 17'-10" w o _ - `� EDGE OF SLAB 2" BUILDER TO 35 w Z J_ g0 -� BEYOND WALL PROVIDE APPLIANCE PROTECTION WHEN U U I 00 NOTE: FINISHED WALLS REQUIRED PER FBC ILL!O - > 0 I M I TO BE FLUSH. FIELD -' = I VERIFY. G.T. 8'-8" CLG.- A.F.F. rI I- ----------- - - - - - -- ---- 00 I -� - 8'-0" CLG. A.F.F. ENTRY �54 -32Q;-_--- 0 Q U J F 8'-0" FLAT CLG. AF GARAGE IATTIC ( LAB____ 1 0 U o = ------ 8'-0" CLG. A.F.F. � U 0? IT" w 1'-4"X1'-4" b c l 11-4- TYP. @ SINGLE > w SHAPE CMU 4'4" STORY COLUMN0 (SEE AA/S3 FOR A STEM OPT.) S3 - - - - - - - - - - - - - - - - - - - - - -- 00 I I r I I I I I I I K I i TYP. @ S4 GARAGE I HB I o M 16070 OVERHEAD DOOR 16-0" V-8„ 25'-0" - HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE _. H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 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 CD +28.3 / -37.0 Q +26.6 / -29.1 +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET 40 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 20 X 26 18 J X 25 � S.H. 13 20 X 38 18 2'X 37 S.H. 14 20X50g 18JX50 S.H. 15 20 X 63 1812 X 621 S.H. 16 20X72 18#X71 J S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38g 26x37 S.H. 1 H4 271 X 50 g 26 x 50 S.H. 1H5 274'X63 26X621/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 8 36 } X 37 3/4 S.H. 24 37 � X 50 1 36 � X 50 S.H. 25 37 � X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 J X 25 � S.H. 33 54 X 38 J 52 � X 37 J S.H. 34 54 X 50 a 52 � X 50 S.H. 35 54X63 522X62 S.H. 36 54 X 72 521 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • 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'-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) FIRST FLOOR PLAN - ELEV-13 eW2 N sy on W CD 2. W cm LU R U N (.- Cd CO I- O VII y ea - 1N 6/ £ s r_ G t`C w'� m io i y A p 7a y O. c E o OWN h6� O �0 •� ,w 2 !, fiES�t� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q o g 0 ��00 N 0 9) cn�lZ� 8 # M LL � J a Z 10 -�01 se c 0 W C', og� W Z LL 0 m w 04 Z Ma k a Z N OU pp `W V CO 00 W Z M o Z w z W4-1 y LLJ U O N g W Y, 5 '5 '® W ~ U ¢ N C O sm a z M J E Eon yz �® o0 O as 0Z z N L rZ r � C �Y iLL z co J b zw N a� g 5u W d a ww �LL a w �C) = CO 0 = (1)Co rs N O O ^ Y O CL C° Lid d- ca G CD N N < (0 M ; ,-- � CV (y) cV o Z C Z E Q E T ai m a 0 U -J o Q -J JOB NO: 22-12351 SCALE : AS NOTED SHEET NO. 1.1 36" H. CONT. GRASPABLE RAILING 2x4 THRUST BLOCK `­ (3) 2x12 STRINGERS 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING /-42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING - ___-- 3/4" PLYWOOD DECKING -PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) 1x RISERS (TYP.) 42" KNEE WALL WITH- 1x8 CAP & CASING OR 36" RAILING 2x4 THRUST BLOCK I - 16 - -- - - '13 _ 12 10 / 9 : 1 '8 I 7 r: I 6 3 4 TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: the riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (read depth: fhe tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of he foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any light of stairs shall not exceed the smallest by more than 3/8 inch. Ninders: Ninder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost )rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 nches at any point within the clear width of the stair. 4osings: fhe 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 nore 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. 3eveling of nosings shall not exceed 1/2 inch. iandrails: iandrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail leight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less han 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Joint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. 3rip-size: -landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches )r provide equivalent grasp -ability in compliance with Section R311.7.8.3. 3uards: 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 nches 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 nches 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. Jnder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x1: STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM Of LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS T CONNECT TO 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 112" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 314" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING c CONT. HANDRAIL RETURN TO WALL DETAIL � SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 0r. nu I I I I i I i I i I i I I I I I I I I I L--------------------------------------- REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE_______ MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 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/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 ( +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 140 MPH NOTE. WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38 8 18 'X 37q S.H. 14 20 X 50 g 18 1 X 50 S.H. 15 20X63 182X62} S.H. 16 20 X 72 18 2 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 26 x 37 a S.H. 1 H4 27 a X 501 26 x 50 S.H. 1 H5 27 4 X 63^ 26 X 62 1/2 S.H. - 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 n X 26 36 2 X 25 1/2 S.H. 23 37 X 381 361 X 37 3/4 S.H. 24 37 X 50 8 36 1 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 _ S.H. 33 54 X 38 g 52 2 X 37 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 H302.6 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 112" 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST 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 R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-111/R-113 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-13 c•7 CV 0 c Cn G O a� � W CL' LU c u cai C= LL- C r0 f-J N `vim>c C u- N 4_ _ m o >_ H p N C 01 O �q y sC Cl) c m c u y ai ur d i N C p = E so 0 p- u `o Q' r NS E• ••, 4- Irb r ,. C-) I\\\.,\ FI-O Q�aFE S Stiv� \�� 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 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q o O M 8 o 0 N N ar�0 C 3 ac u_ Q C J LL W J LL LL , o Z 13 Lu ro C a L YO � it m C O o 0 W U) , ° m Z 0 'n N Z QIL lJ- � J N r Z OU o W z z V, N f') z (DIM + �, g• w a O w g Of Ln ® w � ~ J E < �A z N o w Z I E so QR Q O E wLL o Za H C ro �a g� Z N a� r ro U) tZ Z � � Z ca- W& o o wa yo a� Us. 0 2 O = > 0m n) n) c� � N M O O Q/ Y cc O /\ V) N m M C7 N CD 0') �! (0 CD Lf O Q C T Y Z Z E O _N d E O 0 ci J � 70 Q r� JOB NO: 22-12351 SCALE : AS NOTED SHEET NO. 1.2 12 5� FLASHING 12 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 SCORED STUCCO BANDS - T.O.P. _ HDR. 011 EXTERIOR PLASTER ON FRAME SCORED STUCCO 25 SH BANDS 2ndFIN_ �\ T - T.O.M. CJ / WEEP - - / ENTRY ----------. ___ HDR. HGT. SCORED 1/ oao0aao0 U STUCCO nn nn BANDS v FBI CV F= _J 7 F__ . J 3068 16070 OVERHEAD DOOR 12 5� 11 TEXTURED ll CEMENTITIOUS FINISH ON CMU SCORED i;o STUCCO I" BANDS =t (V FIN. FLR. FRONT ELEVATION - ELEV-B SCALE: 1 /4" = V-0" N111111011111111 EXTERIOR PLASTER ON CJ CJ FRAME 25 SH ME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 __ _ -- -------------------___-- ----- — FLASHING CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH SCORED STUCCO BANDS Ir-Ir i 6" SILL DETAIL SCALE-: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL HDR. 2ND F - - T.O.M --------=--- ------ --- - T.O.M r — / ENTf SCORED STUCCO BANDS LEFT ELEVATION im FIN. FI - ELEV-B General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703 7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-112" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. ,Refer to sheet SN1 for the a Lath attachmer' 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-adheredmembranes 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 INS 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 Cri N O N C o C=3 a :� d� 7 W V— �LLa _moor- fn "O N L a u ar y a E o 2 u D �\``��,���ttttttt►tasrr�r N ��kOW • '•. O •2 r Q, C F 1.0 ''4�OFE SSIO �� \ 1l,ef1rrrtttllitt,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. H a m8 0 00 S , 0)rn�- �'� N Co qy Q V C J❑ LL W 10 _J E555 a _ w _ — a �c m S —t_- 1% :E I � IN o (1) m Z IL W i Z Q J = N O U U W El El U Z N z z � cn W � V g O cn � $ U w � � J E — M g I ! c N �0 Q Y ti o (AD M ggg� w E 0 -0E sLL z• Q° Z CD Z M$ �a rD C r o ZCO W J C:13:s 0 c C:) a) a) rrM 0 m c� (D N co 0 Q Y O U) m N i--J C ILD •-- O _0M r. CD CD Cif O N Q C° E N r Z ro Z E o rn C a E 0 6 U J C M Q ❑ JOB NO: 22-12351 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 _ 4' OFFRIDGE VE 25 SH — — CJ / WEEP — 35 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 T.O.P. HDR. HGT. 112 33 SH r O0 CJ i� 6068 SGD - — 2ND FIN. FLR. _T.O.M HDR FIN. REAR ELEVATION — ELEV—B SCALE: 1 /4" = V-0" 10' RIDGE VE FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 5 — — — — — — — — — — — — — — — — — — — — — — — — — ice--, I i F� IT='--=.r ter-+. r r---r,••• --- .._ ------------------------- --------------------------------- ---------------------------- CJ CJ EXTERIOR PLASTER ON FRAME 4' OFFRIDGE VENT 25 SH LR. 1-6 -- ----- - ---- -------'7----- - FLASHING T.O.M. - - ----- - - - - - - - - - - -- - ---------- ------ T.O.M. @GAR./ ;� CJ WEEP ENTRY HDR. HGT. 0 00 00 TEXTURED CEMENTITIOUS FINISH ON CMU FIN. FLR. RIGHT ELEVATION — ELEV—B SCALE: 1/4" = V-0" ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703 7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.0 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 cv 0 N � o o W W w O �� o L _ .c to �--, c� Q 3: w a a> E r0 m w a w c o N d'a C E O a � �,,'g1111tit1tt►ltrrrrr�� O w rd U_J0�DQ Z 4ROFESS10aP\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to O tM a o O N m p (j c o N � ti ti M ZZ # LL h C N J Q C J LL W C s a J w - 0 o_ �o 0�' Z c C, O W g -� 0 o0 W m ILZ 2 NZ O , J J H ;^ N V Z O U U O En IN cD Fi Z N l+f W Z z t` z �4-JLU N O �to wto w a S 0 c U) ¢ 2 Y �m r o s __J U_ ce E a C U WF o Z® oa �o cc I— OR� u Z Zg fu g= C Y gV Z a ° =z a° ww �w W o 0_ 0 mco CC Oe' rn 0 � N (10 r C:) 0 m L0 }.� C 0 N p) (0 O L0 ai E 4� M N cmN o Z Z r O M _ d E o U J Q JOB NO: 22-12351 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. 150A/200A INDOOR PANEL CENTER ELECTRICAL SPECIFICATION NOTES: 10 #14 to lights &outlets ELECTRICAL CONTRACTOR MUST VERIFY NEMA i 10 #12 to appllances and GFi H THE SPECIFICATIONSF R THE TYPE ZOO AMP/ 10 #to to WH OF FIXTURE TO BE USED. LIGHT FIXTURES #8 to Range SHOWN ARE FOR LOCATION PURPOSES. 10 #6 to HVAC METER MO _F 150=2/0 WP A/C PAD 200=4/0 in 2" Conduit G F 1 DISC. 200 amp 150 amp =Y t UNDERGROUND Disconnect SERVICE BY POWER CO INTERSYSTEM 4 Bare Cu Ground G II I BONDING #4 GROUNDING WIRE I LANAI 71 TERMINATION PER � WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND I WP 250.52 OF THE 2017 NEC. I %i (F I ni n n KFnnn( ; / RECEPT- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted. PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: to AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14 Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. 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 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 O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) N2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT D9 ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR I I I_ I I -ill 3" VTR � I I � � <�\ I I VTR SWITCH FOR DISPOSAL PLUMBING RISER SCALE: NITS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER KITCHE DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN �B \ I '1ENTRYP DB &GFI TO / GFI BE ALIGNED — — — — - — VERTICALLY I I 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS C w w LU 0 LL J Z _J 0m U job COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS , PER SPECS FIRST FLOOR ELECTRICAL PLAN-- ELEV-B 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 I I I I I I I �-- --- ---- — -- --- --- --.. -- — ----------/ SECOND FLOOR- ELECTRICAL PLAN ELEV-B c.> c\J N c"h c � a t3 m � W /. L q+� O � O i CX �+ Q � u y ti Cu, a a cr � E f° in a u 0 CV CV a CV u-3 0 CV 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 V) Q oE 0 co U C LQ V N o " � n to 2 LL a (M V N s J C J LL ul (' 13 52 J�li , a 0- Z _ Mc: N W t � o Z ILW v°)MpjO' m "Z J I- I^ v N O v < 0 ZW El El " J 0 O W tc � ll U)Ln — — O w g � � y U C r `I U 9l 4m N 0 C7 cn n Q ic", J 11 E a E 20 w� >R oa V 0 0R C o o Qo a wuiZ �W � Z C :, �o n`z W 0 Sg Z 50 W-) CL T U t n IL y� w $3 J o �� O ti 0 cCD _ > (� Om c� N 0 D CDcu rl- < N Co O 7D o C N N Q c(0 � CCD ,1, E co c N N n r o Z Z -3 E w m to a o U _ a m Z p c c JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. 3 �5.12 SLOPE r w d O En N T., 4'-0" ROOF VENT 5:12 SLOPE H Z LU Uj 0 ZONE-2 ATTIC SPACE O 1170 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED w a O N a 5.12 S♦APE 5:12 5:12 5:1�1 LOPE SL� LOPE 1�Q n- I 5:1♦ 2 SLOPE 5:12 SLOPE' I I I I w I IZONE-1Uj I ATTIC SPACE '316 SQ. FT. I I I i I I ATTIC SPACE 11150 Rule (No Upper Ventilators (Mus Req.) SQ. IN. of SQ. FT. Total ventilation of vented IN. c required soffit ventila needed requir Main - Floor 316 303 43 152 (Zone 1) Upper Floor 1170 1123 160 562 (Zone 2) 1/300 Rule Ridge Vent Amt Off -Ridge Provide Upper Ventilators) (Ft) Amt. Ve P Q SQ, FT. SQ. IN. of b) of ventilation to f SQ. IN. of SQ. IN. of VE vented be provided ion Ventilation Ventilation (S ad soffit by upper needed ventilators 1 0.0 1.0 11 76 0.0 - 138.0 _---_._. 10.0 1.0 40 281 150.0 138.0 -NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Total ntilation ovided Upper ntilators )e Elev) 138.0 ROOF PLAN - ELEV-B_ SCALE: %4'=1'-0" en N O N c 0 C" d �v 0 u ci o L.tj ` cc V CV L._ 'OmX O O N N Q +0. CO O Y C" W y CAo 0 M= "! C .O T N CCd� C G O � C.1 i O De\ ` ' ♦' �` Q'',rC• N S E Qom' G� � ' dv°`�.°la a FL �7/��lt! d N ltt�thtil�� 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 N W F O M a �8 O N 0 a0� �r N �MC:) LL Q C J LL W j a w Z fe G V L @ O W U9 :E m w Z ° cv Z d M � 0 N ZU0 5 0 U U O W ❑ Z o � J d N QU) N Ln Z C� -� U cn ti; W � O W g ) U W 0 Q cRX O� tmN � M w Q M O a Z® °w a E zE o a� �zzo aad z N i ¢Q m0 ru C = NS r oZ. >Z z � � 8m p min � � a o� Z Z go W R <o a �z U o d� CD Q C C:)7- 0 a, Orn � N ? Q c) � � CT/ Y (� C)+ ./ � � N I- L0 N 0) C)Q C) (D CNJ r 11.0 E C7 N N r u o Z M Z D E O N C E C cL 0 J q M, JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. 4 . ° e ° e �L ' .. ' ° . ° . . It b.v . e #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH �Iklr r r 1 n.i - -1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON I—P11 IAIr1ATIr1Al PLAN LIJ Z LLJ Q C/7 1101- CONTROL JOINT DETAIL .9 -no 0 ~ F- Q U Q 0 O lL Irz OO wo J z z D F� G ac 1 v-w 110911111 1' 4" 11'-8" S-5" 5'-2" 3'-5" 2'-6" x 2'-6" x #5's E.W. TYP. L AC PAD PORCHH S3 w c' 4 I INDICATES FILLED C LL I I I 0 I w/3000 PSI CONC. GTOUT I FROM FTR. TO BEAM w/ (1) #5 I c> 10 ■ REBAR VERT. ABOVE: SLAB. I I co 5' 10" 6-10" 4" I TYPICAL @ ALL PLACES I SHOWN. HOOKED F1 G DOWELS w/ 17" EMBEDMENT I I w/ 25" EXT. ABOVE S B. GRADE 40 STEEL F _.. C.J. _ HVAC CHAE E I ■ I------ —' --- BASED ON II 3 1 PROVIDE 1 1/2" (RECESS FOR SGD M LOCATION IREFFR TO MASONS S3 - �I I I ■ ih (SCOPE FOR WIDTH. � 000? � III I I ■ I a I 4 b _ I ■ _ C.J. _ _ I I S6 ' I TYP. @ � I TWO 00 � 3'-8Ys" 4'-1" I 3Y2' MIN. 3000psi CONC. S TORY SLAB FOR HERNANDO I COUNTY ONLY. 3Y2' MIN (j I 2500psi CONC. SLAB ■ I OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER — I I I Ii � TYP GG _ C.J. ■ O I I III ■ N I o L_J III ■ I 7'-3„ I o 9 I I ■ — PLUMBING I GG I I STACK C.J. S3 2'-6" x 2'-6" x / 3-4° V-0" w/ (3) (\ STUB UP #5's E.W. I TO 2ND FLOOR _— --- FOR A/C o I_ K 3 1 /2" AC I = —�' S3 S3 w I I I LUz o ■ ■ ■ ■ 9" 17 9" I O w " n J I O `—` x U J 11'-6" 3' 11" N I PROVIDE 1/2" X 9¢ I > m I ■ 112" RECESS FOR U °_, I ■ 4" - O FRONT DOOR O U in a TOP OF CONCJ PAVER TO LL O I BE 4" BELOW FIN. FLR. O I r . I W J _ _ I >W I ■ I I ■ I 2'-6" x 2'-6" x 1'4" 4'-4" I C.J. 00 00 #5's E.W. L I I TYP. @ ■ ILU I ■ ENTRY I A o I U) I S3 TYP. @ SINGLE J i STORY (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB vFILLED FILLED CELL CELL — — — — — — — — — — — — — — — — — ih ■ Nil■ ■ 16'_0" 19'-4" 5'-8" �Z OO W8 J Z c7 � Z WLL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION-7--ELEV-B. N c, N co Cn -o cm O W m W ai o e�ac,,N l i- Cou N C Ids d Cc G i N !V Q d N Y 3 T a y c > CIOC, V Q 3 m � to � .� d � C p to Q c E fO o Q.. C.1 \\```�e0 <( . • _ U i �'� �. 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, M W a E �8 O N ti 0 04 y 00 aa, N M N N t✓) 4 On � co v 3 � c— LL w LL J LL a m a I,"a v W 00 � � un W W Z ci " OU Z W 00 V M z z z o Q J — W 0 9 — wLU g Q) — O l/1 to w 52 I= m tin ® W •— E t 8 >I�' ! = m °J ° U 0 Q & 440— O J a Mz M o� Q 0O so ❑ v z® U <0 I� O E 5,80 a p 0 0 z O f0 � °dz ww d' J ai ao �ZLL 0, m�z zU)C J a� z0 S o �w Flo IJ o wa a0 ?R s 0 O s 1 > (y) 0 0, rn T 05 05 � N co C) Y M ^ V /1 3: `° lid +-r - CD O L0 N Q � N '_ E c0 (0 C7 (V o Z Z E O 1— n N a E O v -j Q o C � JOB NO: 22-12351 SCALE : AS NOTED SHEET- NO. 5 Cn N O N ¢ M ,o O -o W W r Z cz a t� e L C V N CMK N C LA-C u) !V N a p 31:tU INC 7M C N w a- c E a v r` 0 �� ... �'' •• N G. of N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E o c $ V C C., OD w W M z % u- a V m S J C J 52 W Lr. �' 0. I^ Z 13V i J W Id {r- M a � � J1N(p ���Q, m 0 Z ILW M Z d J 2 N O U C00. W ❑ Z N M 0 Z m Z l a V IV) � Z �4 -LU Ln O LU N O MN ¢ w Z M03 Q Q 1.1- a E E OV oLL zp a� ¢ vO H _ O 0 a o z O � Qz wZ W � J W ✓ ' f0 CO C Q Z U m p z v% J y °� 1 uWi O O aW W V 0 z ZU E5 c0 0 = �(Y) O N � O � O U) m CN (0 O Ln N Q M T _� E N M N z m Z E y r c N a O U Q p C 3 JOB NO: 22-12351 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. G I. 25' -0' 1 rILLV I I�IIVI 1 ILLV I f�11V1 OVERHANGS OVERHANGS 1 C71 811 I/ I191 4II ENCLADD CLADDING WIINDFPRESSURES AND SUCTIONS FOR MEANBROOFOHEIGHT:5 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 fit GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 —�\ I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k 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 I \1 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 Q I I SHINGLE:'/,8' EXP. 1 (2%s) or 15/32' EXP. 1 (33/16) j I TILE: ts" EXP. 1 i3�s) j I NOTE: I J 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ts/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yx" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 t#2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 ##2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR - M VGT - F 4940 3555 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 IN LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 1 Od 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED wl SIMPSON SET w/ 12" MIN. EMBEDMENT. - T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ () 16D N LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-1Od SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 680 1 57 1 (20)1 Od x 1-1/2" " MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. z OR 2 PLY ;ARRIER x CONT LEDGER (� NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=V-0" cv CO N c � •o v ca > w Uj X -2 C LA_ d COto N L O L 3 = CP m as rn � E o as e w o► m .o m c c h a� c � 1O e d a.r 0 t I trtN�iggi \\``���ttUttu gR0 W" 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 beading Engineers signature and seal. W Q g 8 0 VCDC N n 45 �Cqb M y- v IJk W M LL W a =13 W r-;; 0 � z Ico & 0 IL Z � MZ d J cv O Z V rn W c-0 M 7 � Q — N 1/ Lnn1 W L V 52 Vl r_ iri 0 wV) NM U 0 C g� * QQ¢ M E ss Q n O co V co wo ze w� gto g z a? t z , J a ° z nz W J wa o a'x C c� _ N iu ch m N co C:) :3O O 0' CN C0 c L0 _ 0 N 0-) (0 O L0 N Q (0 T cD E _(N t 7 N E CN z° Z C O C a E U _ Q C) C C � JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. 6.2 CVII CO N ery c 0 (Yy o w LL.J � :s o LL- u a r- c C �Q U M m N x ,... uCL m" a� a s m C tr u •'-• a 3 3 � � U y 8C a. N 4 � C E � O � U V O 4`�`4,��EtttsE��cer;. ego W,v CIA FLU' •� OPESSI014h 12 4 ��•�/�rt//ff iiiEt�st�lelti•` 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. t» E Q c:) 8 N 0 V N N C N p ILQN a LL xs YI M c J LL J U_ i a — c v Z L @ o CD �Oc 0 W �2r-°; W Z M Z QUn J N O U �d co Z �v W ❑ ❑ C� Z iv ch W Z � g Q ? d N M U9 V W V � O s uten r w n r- E ® I1 I U o Of v7 ca o co J $ E 0 V �� Y ❑a O c::)r a�� O Z 1=3C �g ra CD CZ o x� z_ V% J a p yi W U r o O � O 4) � OQ) �'}• V of M CV M I- O CD 3: .—. a ?C mm O a- V /^' v ! U CN lt, � O O � N (N Q cY) T -- (o N `Y) T U) z z E O m f1 E <� J Q C C J JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. N HOT 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, 0 TUBS U S 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 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2. 2. 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 PILE APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 C 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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, f'y = 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„ 1 y" X„ 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+P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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- +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 112" 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 4'4' 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 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM. 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 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4. 4, 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4. 4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014. BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER -- ---------- ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK ------- - _� .- ._ 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C; 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: I 1 ,r FASTENING SHOULD BE TYPE „ W„ 1Yq„ DRYWALL SCREWS AT 12„ 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: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. --------- -- 4. 5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE. 4. 5. 7. CONCRETE EMBEDDED 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO I AND ALIGNMENTARE T BE IN ACCORDANCE INITIAL SET OF THE CONCRETE, SPACING o o 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A 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 1 -0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must e 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 rain f II occurs before vapor retarder placement, retreatment is requlreT 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed before exterior soil 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 a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. CV C= CV c 0 w ® 7' Q r C_- W LL. c rac,N -a CC x A Q e- N p CM CZ fV g a'• a Y w m cs s E +- c � c o ? LC •_� T of EL c E � o a v .o CN tkil- �Q O �. FL ��f�f`rRprESSIG�� r��ttt�t�Ittt"t�>> To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beading Engineers signature and seal. H 0 op N N N c0 M aLL Vr C-) q # `l C J LL m'� nw -gym o Z L C:Uj � Uj w cp Z LLIIIU) m � MZQ� ;^ N 0 0 o Z W ❑ ❑ M -__ N 1 (D V w O w o U w J E g �. i..., �1. O 0 y O `C w Z LL O W 0 l 2 �'z ❑n Z O E oc o z oa MZ N ttJ ro CD Z: 0 Z� W CL 3 U 0a �ij JcD Z P a C C:)J� 0 'M Oo� m 0 N Z) Q a- U) m C i-i i �i 0 _ n C3 N (0 CD LO N Q 10 CD iD E N z° m z 3 E m a a E 0 J m Q O JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. S N _3 w I r` 0 cV r— CV V v 0 0 0 r- 0 0 in M cV i N 0 0 o- 0 a i 01 'C a N 0 i v a 0 E DE 0 C J / f7 O L 0 i 0 / d C .o 5 3 LZ N 0 CV rn 45 0 1:1- cN C) bi 5 cc w cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' ""ONLY APPLIES TO LENNAR TPA/JAX"* 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" < o STUB -OUT FOR O 1'-01, o o GAS METER d U � N N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 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 panels or 2 x p -- 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 112" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM LZ� w Ir STD. 90° CONT. #5 SORT. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 REQ'D PLYWOOD FLOOR COLUMN AND / /SHEATHING PER PLAN CONNECTION1� TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule _-I Joist Bearing Location Series Depth End Intermec ® 9-1/2" 2-8d 2-8d BCI 5000s 11-7/8" 2-8d 3-1ri 14" 2-8d 5-8d Clinch nails 9-1/2" 2-8d 2-8d when BCI6000se 11-7/8" 2-8d 3-8d possible BCI 6500SO _ 14" 2-8d 5-8d 1) Support back of web during nailing to pi damage to -- 16" 2-8d 6-8d r - 11-7%8" 2-8d _ 3-8d web -flange connection. BCI 60se 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 117/8" 3-16d _ 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d _i 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 6-16d 6 16d 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 top flange of DOUBLE JOIST CONNECTION joist. . - Birdsmouthth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 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) —J Bearing wall, Versa -Lam LVL or Glulam Beam - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap Boise Joist Blocking for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist 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.— 6 r A 1%" ROUND HOLE MAY 6. 6.. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CAN [LEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y;' Round Hole (diameter inl 2 3 4 56 8 8,87 ; 10 11 12 13 Rectangular P4e Side in' 2 13 15 6 8 9 10 Any 16' Joist- - Span fR�_ - 1 1 t' 1 .2 -3- i , ,-T' 1'-11,. 24,. 2 9,. _3-2' 3' 7. 12 1'-0" T-1" T-2- 1-2" 1'-3' 1'-9" 2'-4" 2-11 ` 3-7' 4' Z' 4'-9" 64' 16 V-7 ' 2'-5" 3'-2" 3'-10" 4'-0" 5-T' 64' T-2" 20 V-0" T-1" T-2 V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" a'-11" 24 V-0. V-1,. 1,-Z. 1,-3It 2'-5" 3'-T' 4'-9" 5'-10" T 2,. 8,4. 9'-6" 10'-01 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T S. NIS. Jc Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. Filler block. �\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap - -Backer 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 stiffnei 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 c depth I -JOISTS BUCKETS N.T.S. SIMPS( w/(22) NAILS 7 5/8" 0 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION V11N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ° R—S �i FINISH GRADE SLEEVE THRU STEM-/ SEE PLAN FOR--'Ae 4 • , FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN d d ° I —I I I —I I 1_TT> i - -- 1I Iml I I� d e I I II I II III— 11 I X' �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' '° SECOND H10A • (WHEN SIMPSON H10A w/ (18) 10d x 1 112" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @PIPE PENETRATION r 4 ° • 1=1 I F=11 d Q �T�� 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE d Q L • ° d d C 1 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —PVC OR SCH40 SLEEVE PLUMBING LINE -_ dv d n! as G — — d 4 a Tr a SEE FND. PLN. SIZE & REINF. cee O cn d = czli o 02 Lai N yc o N q N �L m a 5 � u . 3 3 � � u y E e r �§ % P SE ' • '� ;� =U •�' M F !_o �:• c, ....... N lilh"�\\\\\ 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 Engineer's signature and seal. N W E a O N O C1 N d rn G 7 W N N W ift fN �r�� M M V z -, LL N s a C J LL 52 W JLLLL rl (� w (I ZCIE -a - �g� y ry (L7 o W ' v O �Ss � Q o m w 0 IL Z - NZ c = N Z O U O W ❑a Z � M z iz � V I � 1Czr� U' S LL 4-J u, U p �• 0C) w s V) = t g I c� o � C N x • t ti LL i M � f LJL E zo `z >S z® a 4 E VO F— k`-'z � 8 4y Wa w« o z•, N 2 g 2 «� It � 4 -0 Z 3 N Q W 8 W > 3 2� <p a- �z «I° I 0O 0 = Om E ra c� � N O :3 O O .-� Q00 Y N 4-1 LIB •__. O _0 O ..Q c0 o L O O C T CO L0 ai E w c N N Z M z :36 E O V a O o '0 0 � ¢ 0 C - JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. SN 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 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE N COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° A SHINGLE ROOF, SHINGLES TO _ e BE IN ACCORDANCE w/ ASTM /1:mLli I 1=III—I I— �i o D7158-CLASS G or H, or ASTM I i I I I —I I I —III I D I—III=F—ID3161-CLASS F, IN II1 I �° — — 1' 12 ACCORDANCE w! TABLE 11—� =1I—III-111 _I I I- R905.2.6.1, FLORIDA BUILDING =III I I —III —I I=L (TYP.) VARIES CODE 7TH EDITION (2020) 8 I I �I 11 III] i ItTI II I II i II I I�1 RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6--NOTE: Uj EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" C BELOW GRADE _ A 00 6 MIL VAPOR III BARRIER III e, COMP. SOIL. _ (COMPACTED TO 95% — MODIFIED PROCTOR III I I 1=I fT I I I I I ASTM D1557) 3" MIN. CLR. #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON CHAIRS TYP. O4„ V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" lS3 OPT: DEPRESS SLAB 5'2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS �yO.H.D. RECESS z Cl) . r • • III— I ' 0? ITTI j—I--U�T SEE A/S3 OR J/S6-J IL I I ;lil , I Il i llilr FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING -- -- NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. rpi 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 - (OR /�„ GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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. (12) 10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. 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 11 (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8"" x 10" "J" BOLT (a) 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. Q'-0" A.F.F. (AI_T: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL % 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. 4-3 1/2" Z 3 112" MIN. 1 3 112" MIN E- \ A.F.F. 0 ° ° U_ / C�I° °_r I I —III; 113 1/2"(min.)- 4" _ _ b 9ULL N ——II1=1II—"E_ ° ° _ —11I- - —- — 3 11 L-1 I I— 3 v2"(min.) - 4" II- - —1 j I =�_� �I�II�II�11�1�,=� I�,I�I; (2) #5 CONT. 1' 4" 8" (2) #5 CONT. 4" .O. MIN. U.N.O. MIN, TYPICAL BEARING WALL Cad STEP (@ SHEARWALL / C � I YF'I(-;HL titHKIN(a WALL (a) 51 tr (CC "SHEAR WALL" SCALE: 3/4"=V-0" C,0'` pG5 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N �,JS - INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 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 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. 0K.O. BLOCK @ 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 - (6) 1/4"0 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH I I--- BAR —��~-- 2x P.T. PLATE WEEP SCREED INSTALLED -- ASSUMED FINISHED GRADE fz�f f--- ° ° ° D PER MFR INSTRUCTIONS _Z FINISH GRADE °O #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] "MIN im KI=III= i °O 6 MIL VAPOR BARRIER I 11-1I I I °D III=III= z T R 1 7/8" #5 REINFORCING BAR 1 I III I I I III I—� III-1 I I 1-III -III- z I I I l 11=T 1T1--Lf T--1TF N —� III —I T #5 LAP SPLICE 111�1_I,1�1 11=-1 1-1 1=1 I I I I I I 11I I ­� I— I III=GE1 I I1 `� COMP. SOIL. (COMPACTED TO _° =1 li 95% MODIFIED PROCTOR ASTM_ D1557) Il I I I 111 I f117,,;T1Tf Il_TI I I 1 I I I I I IEEI I —I I I I 111 I.1 I I' I I I -�� I I 1=1 I I _III —_=1 I I� III i 11 4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��S,3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° 4r GRADE ° 00 — _ _ • LLI -(1) #5 REBAR w/ OPT. i—I I1-1 I I —I I1= I1= I I —I I I— 11=S.QRE.�N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CM _ _LLL�•' _ —III _II-III—'TI� I� •�� � • � •— � .—I I � Jill T,-T 'III I • - , � • �... f I-1 1 f SEE A/S3 OR J/S6 -- -I I Il l I I 1=III I II I Il FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB � 0101, ¢ _ CONT. BEAD SEALANT INTERIOR 4. -3 1/2" a. N � CONCRETE NAILS W 1 112' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) \ CONCRETE SLAB �= 11 Cl) 6 MIL VAPOR BARRIER INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" SCALE:3/4"=1'-0" Jill S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W ° U CL a. �111-1TI =1 I I d p g _IT_I_III—I I _ W II —I II_I II ° a LU U) T—III— TII—I ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (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 e I I —I I -TTTTnr[—'—I - I I I ITf—Tr[—.- (2) #5 CONT. , , 111-TJ [[-TI 1 I I 1-1 I I, ON 3" CHAIRS - 101, (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co ° a AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN ° — — —� TOP OF BEAM N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL CY .L; M BEAM SIZE & N 4 I I CONNECTION INFO Cn d = 1 8 II —2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ T PLATE SEE A/S3/J/S6 T nfs MIN 7/16" O.S.B. SHEATHING 4'r — 4 8" "Sd z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL coLurnNLocnnoN ¢ w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM C!J SCALE:3/4"=1'-0" S3 ----2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE - — SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS MASONRY WALL AND" COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM — TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS _ TO FOUNDATION PAD E INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT a tj w/ MIN. (2) #5 VERTICALS g 00 - GRAD-) E o w FILLED SOLID (SEE PLAN F� Lij Z =LU III I I II 1 'I 6 x 6 W1.4 x W1.4 CAI SIZE AND REINFORCEMENT 0 � • WWF OR FIBERMESH cWi� w LU wo _ I i'i i z BRICK PAVERS or SLAB PER 00 v • • • • COMMUNITY SPECS - _ — — — — = 0' 0" FIN I=1.R. FOOTING 111=] I 1=1 I 1=1TI =TTT BEYOND l� r 3" MIN, CLEARANCE ... PAD REINFORCEMENT •.. `S .j� ;: SF[FODNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC, PAD INFO, SEE SCHEDULE .. i_ rK TAPERED COLUMN FRAMING 12 PATIO COLUMN FTG. DETAIL N S 3 SCALE: 3/4" _ ,•-0• SCALE: N.T.S. S3 � Q Cam, a ro ca cti H"-a • m o y ir' N fi N ro �? C.)X �w Asto m .CU .a a�Cz H Ga c E ro a o 0 �U ,,;,vi �`r�`�`�` Wi SASE I•''% T, < -� r OF E SS VC 5�. ''�' ;r.,r�;'flt9�tltetl�tt To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. U) W E O N o) 0 �co q Q c w d I� J IW V W Y - a a Z of N 0 W m w Z MZ d J K N Z o r i _.�_. • W ❑❑ N oO(DN al v 0 � W U � 0 1.11 o L" N Julv_&_ I— fn i'y I..LI M � � I I M o� Lli L U za ° z rN ¢ N go oa f (�� 0OU zCL Ng � o ¢o «. a� �W a rp C N O m o Y Z z• v um ZI; 3 w 29 Nk 0 ,lix C Q 0 = rill O� CD N O :3 O �: a_ (n m N^ L i U" CD (� CD i L J/`� N Q co z E O > m M W U J Q n J JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. S3 (MONO) 01 w I -a- 0 N i m CD 0 N `o 0 -n 0 n 0 J in 0 d- 0 a N 0 to E 0 9 r 7- U v 0 UI UU -2 0 O 0 U J LZ CV N 0 N a 0 N 0 m 0 �1 (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 , 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --- (2) 2x HEADER V//,z PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 1 Od 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 i 112" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1Od 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. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. --VENT OR 2ND FLOOR TYPICAL C.M.U. WALL - 3/4" FURRING STRIPS - 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE 7 5/8" 8" TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK I - ❑ ❑ nI] EVENLYWALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR❑❑ HEADER FLUSH TO OUTSIDE OPTION WALL SCE OF BLOCK WALL IS 2 1/4" TO DRAIN DOOR OPENING - DOOR OPENING - EXTERIOR 0 WALL CLEAN -OUT A WALL ❑ . El 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT J 8" STD. WHOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION --11, I_ J'- NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD ---,BLOCK WALL ABOVE. SCRAP MATERIAL J MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE 8x8xl6 C.M.U. GARAGE DOOR—, GARAGE DOOR ROLLER CONNECTION ASSEMBLY :; .,,` : •;:� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR =_ MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL rp SCALE: N.T.S. S4 •� W r_ 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. - PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SOFA OOw 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" --- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE 100R 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 1' 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16, (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE �'-2x STUDS TYP. 00 �- SIMPSON HTT4 TYP. Oo OR U.N.O. SEE N/S4 FN�NG " HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 112" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED - COMMON WIRE NAILS @ 4" O/C _ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) / v 0/C FIELD 7 ? a- 2x TOP PLATE 0 2X4 PT STUDS @ 16" O.C. --2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1Odx1 112" NAILS AT EA. TRUSS VERTICAL WEB -"-"-- 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT RIN O.C. MAX. PROVIDE P.A.F. NAILS OR 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 _7n ALT. KNEEWALL ABOVE MASONRY WALL DETAIL �y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4,9, SPLICE STAGGERED N �N J �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE'! OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON 1 C 1 L ( P.T. -ATE anvlravly Iry SP2 SIMPSON 11 NAILED INTO 10c TRANSOM ST TRANSOM FRAMING FRAMING SEE SECTION J/SS 1 AND K/SS FOR C� ADDITIONAL DETAILS SIMPSON SP1 J SIMPSON SIMPSON M RECESS SP4 SP4 LINTEL 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 30LTS @ 24" O.C. >X 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. 2&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2 -0' O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING 1 d 0 BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 Is • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 wl (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM I 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. M ® b Lu W �t LL. Az o c., � o C C-1 m N x = ry LA_a cz� y N a N L 3== m Y Av CL d y ECD ct, c (L' 3 3 � v o, o = E �o A, i 0101111lll/// r0ROW U : p r,.OF SS r� I rr°ffdtftttats��t,.` To the best of the Engineer's knowledge, Information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q 08 U O V G a m o N N �0 Q N q z iY l� Q2, M 5 LLB o J _ u a-oc mC_ W � m N � W Z _ m N Z Q 0 N ov 0 U Z w pp W a� El N M l �vN W Q) O w 8 N C y all~ U J E 8 _ U ) c J Q° <` N Of S M ti (7 W M i roE E OV ,oj �? z• ❑a ca 8 00 ��< Uo z g �°1 o Ez '~- 0 C � < I U ✓l 0 m . 0 O¢ Z z ....r' J J �b Q W f' N > > aO g U '€ Mjw` 0 c oFn = > l CO 0 m E2 0 (3) N (0 t` o � CD o i--� 0- /1 m 0 N Ln �--� O _0d- -0 c C14 o o N N Q (00 M i, E c N N z M z E O T 2 `° m E � �' c i1 0 JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. S4 3 U r- r` 0 N m I_ 0 N 0 0 Q CV 0 r— a N I cV N 12 v / C 0 U QN N 0 i E co a `o C J N O U O U i U N 0 li a 0 0 LZ 0 N N 0 0 d N N O N \ N 0 0 Q m SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10IS5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND t7 SCHEDULE FOR SHEATHING DETAIL 45'± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 112" 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 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE ---- APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ // 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING11_' 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD 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" O/C SPACED 1/2" 8" "J" BOLT 48" O C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7) 10dx1 112" NAILS AT U-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4' 0" 0/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. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N �0 - NOTES AND NAILING INFORMATION `� 00 SCHEDULE FOR — SHEATHING DETAIL BACKNAIL w! 1 1 2' 11• (2) 16d NAILS WOOD TRUSSES - 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE k16d 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN.AG 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARLOCATION 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 ( O IINIMUM 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. lR J\�R JL\�11�1� 12" E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06-08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS {Y SEE PLAN FOR rCONNECTION `` 2x4 "T" ON TOP OF PANEL-' LLij BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS r j SECTION ill..• g II SCALE: N.T.S. S5 OVERLAP TRUSS BRACING OVERLAP AT LEAST TWO TRUSS SPACES 6" MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) oa BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" 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" - S-0" T-0" - 6-0" U-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS ^- ^ `—l.VIV I , tStNl'(IIVU 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 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 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ �_ 48" O.C. "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL 16d NAIL GABLE TRUSS WEB -� SINGLE 1" BRACING DETAIL ris SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE J FASTENED WITH (3) 16d PER SIDE J SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 C'3 U Q LU 0 v v U - W O U o 0 v -- o --- o xx---- Q ----M Q � C3 — — — NOTE: TOP 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 REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(_T� 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 N o C1%j C, C" y W Oa _== C� o LU Q a o N Z � c o a f ° a, y d .C7 c � a u f1//lIq \\\````\\1titt111if •'' o �'�,\ pF w (! C �d ejrr/rlfff!ilfilt\,�\\�` ell, 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 Engineer's signature and seal N a0 co coE S Q N N 01 .n C N � =�cc N cn�r•,Z co > '� J LL LL w a -a _ _� -E H2_ o N W 0Mi m ILN LO N z Q M r_ Z OU IS W o ❑ U � z S M v 43 Cz M Ly N I� U = r 8 4101 Q N 0 r- M c- d C =o o i z9 o a z o o@ &� 2,z 0� 0Q w� 0 N C m0 o iLL z J �b gx W rw g_ 3p S1 Z tWW �2 �O O 'R w a F O- C O O N M `., ON (O 0 � N co v / m O � CD d L0 N Q � N '_ Q � N E N ``' Z m Z � E N fO IL E O 0 U J Q 4 JOB NO: 22-12351 SCALE : AS NOTED SHEET NO. S5 S w I 0 N m r` 0 N v Cn 0 cV 0 r` 0 3 IM N I 0 cn� rn c U N Q i S. E E 0 0 J E2 0 v coi i U a i 0 .o J t 0 L LD -18 0 cV tV 0 [V N a; 0 m w ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PE-R-- 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 112" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQO 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 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C_ n Y _ I Ll c7 6x6 W1.4xW1.4 WWF OR FIBERMESHI I I i II 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 - (RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING � NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o T 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD �I LAYER 1/8" THICK. L w --INSULATION PER CHART ON FLOOR PLAN B R S6 S6 METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c� 4"x4" INSPECTION PORT AT w a- EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE d Q .a FINISH GRADE 44 IIIIIIII III _- I I —I I I a III —III —T_I 1 I- -_I —III III a III —I �I_ IElI ` IIIIIIIII -I 11 I 1 1 1— 1 III-1 1 I—j..L (� .. , 11= I � ,-1 I I STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION r, REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO STUD--' 2nd FLOOR 1 BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD1401 / 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 112" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED co FLOOR TRUSS SEE FRAMING PLAN _ FLOOR TRUSS O° SEE FRAMING WE SCREED C, z PLAN • INSTALLED PER MANUF. - � a 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 112" O/C FOR THE 1 ST 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 202 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TRU ii• DETAIL (FLOOR TRUSS) (o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE r—,dT d< T— jTj Ti i! I d ° Z- SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d < d C ° Q ad I I �70 I I ICI ITI I ll 11F1 I II � II I I (3) #5 CONT. ON 3" 8" 11 811 r 8„ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. w Lu 'n 0 J 0 //- (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER o SECTION X-X IF uj NOT FULL Q HEIGHT SHEET Z z G w FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL "HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM —15/32" OSB EXPOSURE I F- — F SHEATHING w 2 SOLID 2x rn C / BLOCKING @ ALL © i / SHEATHING 00 EDGES (SEE OPENING SECTION X-X a 0 C x R w —x E F —2x STUDS w BEYOND.co SEE PLAN o O rn 3/8" "S" = NAIL y8" SPACING S 3/4" S 112" t/2"� 7 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFFpNp p� 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.) R 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT U) PENETRATE SURFACE MORE THAN1g". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z u- = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O C. w/ 8d COMMON NAIL. O ¢ OD NAIL INTERIOR AT 6" O.C. w/ Bid COMMON NAIL, O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J 0 � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > q O n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. q Cn v~ Or r m LL � © (2) 8d NAILS @ 3" O.0 TO EACH TRUSS END OR @ VERTICAL N w O MEMBER IF GABLE END M NOTE, 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) 10d x 1 112" EACH SIDE SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C d d .. . �4 ~d cv d -I I I -I I ` ` d° J_ �11EE —��� II I I I I I I I (3) # 5 REBAR ON 3"CHAIR 4" 1' 8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1) 2 (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 9'_16' (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEA1 HIND NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE — 00 IIII I C_? @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. N N Q c; 0 w' G W C- t O vo V cti vcliz n ro �- Q Obi C7 N co 3 75. °' W :x3:C m o c ;n 3 3 ro �.2� of I=: O N � � CA- ,',�``%�yRO G a L 4....T To the best of the Engineers knowledge, information and belief the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal I» a � �8 O N o (� (V O OD i 0Lo r r # H # NJ Q C J LL w J L LL a _ _ w Z MHO' L NO W o rn W m w Z00 M z q Z U N O W N9 V- d z is z ¢_ U � z � CD cc (U 5 N o w b vv, F— V7 (>D W 8 ml U T N CT Qc o i M M � y E Z 6 o o ® C L E W� CL o CC 8° U� o 8° tt Z z C Nw rt7 ao < a U �s C o Z 'ao Z 22 w W 8<o LLz U y� y LL J } =oo� CID W 2 Q In i Orn L N C) c) < Y CD " m N LO O _0�- M CNI C) L0 N Q M r U-) ('') N � N o z ,Eti z y E O C C (D a EO U _j Q pm C JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 w I d' r- 0 i z CD .a C) 0 CD d 4 7 N 0 O r� O J M N 0 0 N 0 0 rn Q N i' F— E 0 v c c i ri E2 0 U E! U I i U A 0 i 0- c .o 0 N 0 N N 0 0 0 N cV 0 (V LO r a w 0 cn SCALE 3' = 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. VVHLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 ALIGN THIS STUD WITH FACE OF 2ND RISER _ 3/4" RISER CUT TO FIT STRINGER A MAINTAIN BETWEEN � �� AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER — BLOCKING FOR / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STRAP GLUED TO RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iYP CUT TO FIT \RS IN WALL 2x12 SYP BBEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 - ROVIL MOISTURE -2x6 SYP PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING FOR STRAP OF STAIR TO CONC W/ 4" X 2" TAPCONS @MAX. 32" O C. / /2x4 PT NOTCHED INTO STRINGER 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS \ / NAILS) / OF STAIR TO CONC. W/ a' X 2 4" TAPCONS @ MAX. 32" O.C. \ NAILED TO STRINGER EW"All SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G. 1 — SECTION VIEW "C" SCALE: 1" = 1'-0" / TOP OF STRINGER TREAD / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP "N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 il 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ D NAILED TO FLOOR WITH GLUE S) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SECTION VIEW "Ell SCALE 1" = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" ZINGER A GLUED :) NAILED SECTION D—D 20 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS / 9 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 112" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) ANN D NAILED TO (SIMPSON MTS12 w/ NAILED TO STRINGER FRAMING F (14) 10d x 1 112" 2x4 DRAFT 2x12 NAILS) o STOP TREAD GLUED GLUED AND D NAILED --\ i NAILED---- \ / DRAFTS THiP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING /H% SECTION VIEW SCALE: 3' = 1'-0" 0 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU LNOT TOUCH STRINGERS AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS -� FOR DRYWALL SPACING B H SECTI ON VIEW SCALE: 3" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2x4 BLOCKI C �I NOTE: 2x8 DRYWALL STOP \NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTt GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE. 1" = 1'-0" PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCK(Z, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING F SECTION VIEW SCALE 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" L JOINT _L TO OISTS) D NAILED AND O TOP PLATE INTO RIM BAND, ,ND NAILED TO WALL BELOW L POST LET INTO ILQCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES L JOINT LL TO OISTS) H 2X STRING R 2X B OCKING OPSON MTS 2 w/ >) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING IS RR VARIES >ECTION VIEW "H" SCALE: 1" = 1'-0" cJ N c=)LU s Cb C. l'' o ryr U Cy n b JIM N x Q i yT... N .0 -Z N a• Q w a, E _ u 4 m sn Q .a c E =° o tSEtiit1111 II ,t4i��tF �kkO W N ;/// j G cal. _ Cr �n ro • n, z OFESSIO 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 E F o a p m O N o VN m 0 J a =J LL W -J lL Lu a a 0 Z m c f 2 C ? 2 �; O 21- m w WW CD _ 0 co IL Z NZ d J z C"I Ov C) W ❑ El 7 N Cg'1 l � N Z � � z _ IL U DLQ C/) c6 _— ,rvarcr, E,........ _ £ 8 _.,ft u U) C N O� r-. � M M w U- o 0 E ° o Q a > ty Z� °wtt z cv � N f0 aos �o rn N � � ppx U 0, r z aJ s W U 'oa O FIB '0 Q CC) 2rt °> C m COCC Om co CD � N � CDO Y � O CL co 0 co t= Lf 7 cc N LO N Q m ; '— E M N N o z m z Y E O m 0-C) E -o o 0 -i 4 C] = --j JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. ST 1x4 112" DRYWALL DOOR JAMB (REFER lx4 1/2" DRYWALL DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. t APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 F r1x4 P.T. r 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0L FURRING L FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 LiX8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/MIN. 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ 1-1/2 DETAIL 1x8w/(2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( ) APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-112" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 D TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER -- ARCH BLKG. &BUCK - 1/2" DRYWALL — - - `- 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA, END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 BRACEAPCON 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4'MAX. RAID. ARCH DETAIL (i) SCALE: N.T.S. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B r1/4" MAX EMBEDMENT INTO K.) it 2'-0" 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d - NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT ---- VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) - - INSIDE TO ALLOW FOR INSULATION BUILT UP PLWD. BUCK ---- SCRIBE (NOTCH) BACKSIDE _ TO BE INSTALLED 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS 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 4' MAX. RAD. PROPER INSTALLATION MAX. 8" -- 1 #5 REN (TYP,) STD. 90' FILL SOLID - HOOK (1 BOTH CFI 1_5 L TI �r U NOTCH WEB AT ±5A FIRST 2 COURSI ;APACI I T = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 112" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/i" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112" 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 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 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 IF TRUSSES USED) W/ (2) #6 X 4'W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY KT� SCALE: 3/4" = 1'-0" SS 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. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. 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 W.W.M. AT PERIMETER BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 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 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) ---- EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o I, REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT-� _ I - - " PRESS PANEL REINFORCING INTO PLACE. '',''.�•��:�`.. ' 6" MIN. LAP SPLICE W/ o ° � 11 L7 I - COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL COVER ,..,-�,�,�.:,.: ,• REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT A GRADE o P TTI=I CC= - I - FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° 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. - f ? H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • o 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 NN\ (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) 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. - I ILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT- PLATE W/ (2) 1Od @ 6" Q.C. ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" �R ♦ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD eTDTD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od . 90- HOOK (TYP.) ♦ � @TOP & BTTM CHORD, AND (8) Yp) FACE NAILS 10d @ TRUSS VERT. - - - WEB - METAL SEAT PLATE NOTE: LAP SHEATHING TO ♦ vl --- - BOTTOM OF BAND JOIST TYPICAL 41 NOTC F� @FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. ` w/ (4) 1/4xl 112" SIDS SCREWS ® ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" THE TITEN INTO K.O. BLOCK :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 - 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (") 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"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = 1'4' (**) 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.* XO + + �FNGTH + + + + + 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 2'-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: 3/4" = V-0" SS qFF CHFFT TV ANFI SIMPSON HTT4 w/ (18) 10d x 1 112" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,-, - z 0 LL O w U ¢ E- U Q FILL 1st 4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN S RETROFIT WALL OVERHANG DETAIL (NTS FOR OVFRIIANGS BETWCFN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-Orr 5'-011 I INISH FLOQR ° #5 BAR v 1-0" s P e V °. CENTERED W/ -7-W H14nIN TOP o . d KNOCKOUT/ N ° - CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL ° P A. DIRT 4 z °•A °STANDARD o c 99 HOOK N #5 BAR IN FILLED CELL , It L ,e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION N DETARLANILS AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL L4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. N N CVJ C ,.g W <oc,� b � N y G L4_ 4 to o C14 w Y a dog rr u . a g 3 m J2 N 2 • r'1 _m L1 C> D Co �- {J�rJttti14;41`��� 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. 1n E 0 �' N fn cntir-� � u N J 4 JLLLL LL in a L 0 C _ O W � m rn m w x co IL <� N Z O0 d� S Cn W ❑ ❑ i U M N z � � v LL 4--d cn � A V — O N wa U v o Cl) � � x M a� U_ Q 0 O �o �z > on v a 08 0~ U� �CU ° Z C:) — co� .0z� U o z b Z a � 8 ° Z W aLL Z� JCD= 0 O = O I 0 L_ N co r--- C) fp :3 O 3: Q O a. co m N Lip _ c`o O co o LO N Q r, �' `_ Ln E C7 N c (y T.- o z CU ca 0 a c� Q o JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. SS w I r� 0 at lkf CD 0 N CD 0 in I N N 0 cn� 0 U Q N C 0 i a 0 E 0 G7 LZ U 0 0 U U 0 C .s 0 J LZ N STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ *DIAGONAL SPACED SEE F-PLAN ROOF PROVIDE 2X4 MIN. BLOCKING AT AT 15'-0" O.C. MAX SHEATHING TRUSSESRIDGEW/ (2) 12D NAILS EACH ROOF SLOPE WOOD WALL END TO TRUSS TOP CHORD � WOOD POST. SEE FLR - V OR TRUSS. 2X4 CONT. W/ (2) TYP. PLAN FOR SIZE &BASE SEE PLAN 16d COMMONS --- BLOCKING 2X4 BLOCKING - CONNECTION SEE NAILS EACH _J-- BETWEEN TRUSSES TRUSS PLAN STUD TYP. T&B SECT. A -A A EXTEND TRUSS OR A _ SLAB 1 112" ROOF SYSTEM ---- G.T. - .� • . - (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE - 4" -- #3 STIRRUPS AT 4'4' TOP CHORD WHEN REQ'D WHEN DEPTH TO PREVENT PLYWOOD PORCH SLAB SEE 7 EXCEEDS 30" SPAN FROM EXCEEDING JACK FOUNDATION PLAN !t___QRADE SHEARTRANSFER MAX 24" SPAN (EITHER HIPussEsEXTERIOR. WALL 7 SIDE OR BOTH IF REQ'D) G.T T 7 CONTINUOUS LATERAL BRACING- - SCALE: N.T.S. NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING -- X-BRACING - 2x4 SPF OR SYP (2) 12D NAILS - - w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d �a EACH STUD - TOENAIL �� ROOF AND EXTERIOR SHEATHING CROSS BRACING DETAIL JYP.)(*_,�HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 EACH TRUSS TO - _- - ATTACHED PER NAILING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NAILER w/ (3) 10d SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS -_ WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'4' O.C. / MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. FOR COLUMN INFO WOOD OR MASONRY - TOP COURSE TO w/ (4) 16d NAILS TO EA. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN ABOVE MASONRY BE CHAIR BLOCKS. END OF TRUSS THEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) - INTEGRATE MASONRY \ ATTACH SECOND PLY w/ INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM PIER SEE FLOOR ENTIRE BASE TO PRE-ENG. TRUSS- KNEEWALL INTO GMU BASE OR i (3) ROWS OF 16d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO AT 24" O.C. SIMPSON HTS20 w/ (24) 10d x REQUIRED SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & MASONRY KNEE WALL MAX 3 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 112" NAILS EACH OF ANY CONSTRUCTION MATERIAL SUCH AS GRAVEL OR SHINGLES SHALL BE PLACED COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 -SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS - -COLLAR TIE REQ'D @MID SPAN MAX 6'-8" CORNER FILLED `SEE FLOOR FRAMING PLAN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •�C z SIMPSON LUS26-2 w/ (8) 16d EVERY 3rd p SOLID. SEE ELEV. I I #5 REBAR CONT. NAILS TO LEDGER AND J/S6 FOR MORE INFO. 9 Al I RRAC'INC. (DR CR RR) SHOWN AROVF SHALL BE IN ADDITION TO CONTINUOUS - — I (F MAX 3 r r, Ar7 r 17-1/17:1 VERIFY WITH PI AN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-01, O.C. MAXIMUM. Z/A- ;�J2x4 SPF 2 (2) #7X 3-1/2" - WOOD SCREW EACH j w w I I -- COURSE (3) #5's EA. WAY- I I wOLHU LL.V LL - EXTEND SLAB 1 1/2" BEYOND 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR ! BLOCKING INFO) r — 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON LU w BLOCK FACE TRUSS, 24" O.C. MAX. (AT EACH NAILS AT EACH TRUSS INTERSECTION. CB-� --- -- H2.5A w/ (10) 8d NAILS W - -Al " x SIDE OF G.T. INSTALL (4) NAILS -MASONRY WALL 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. jwl EACH SIDE) (TYPICAL) DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB EXTEND ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DBE B SECTION AT LOW ROOF 9 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS I I I SLAB 1 1/2" DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS OPTIONAL t SLAB PORCH SLAB SEE SCALE: 1/2" = 1'-0" PRE-ENG. TRUSS (OPTIONAL) I LEVEL FOUNDATION PLAN RADE 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - --- (2) #5's CONT. T&�zMAX & EACH END ALTERNATE SEE CUT CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL - SECTION FOR #3 STIRRUPS AT DIRECTION TYP. AMIN 3" x 3" WEEP HOLE WHEN DE ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" DIAGONAL 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER AT 8'-0" - WOOD 2x6 RAFTERS FOR SPANS 4FT TO 8FT KNEEWALL OPT. ELEV TO INDICATE COMMON TRUSS MAX TRUSS MASONRY COLUMN 2X4 RAFTERS FOR SPANS LESS THAN - - - --- _ W/ INTERIOR 4FT @ 2'4"O.C. MAX. w/ (3) 10d SEE PLAN FOR COMMON TOENAILS TO BEAM ENTRY PORCH SILL 16 - �V -- CONNECTIONS INFO. 2X4 CONT. AT- - CONC. MASONRY SCALE: N.T.S. T & B CHORD STEEL OR WOOD BEARING SUPPORT \ \ / SIMPSON LSTA18 \\ A -A ALTERNATE BLOCKING CENT 10dNAILS -- EP CENTERED AT �' SIMPSON HUC410 HEADER w/ 6) LAN FOR CANT. 16d INTO HEADER & (6)TRUSS/ SPLIT TO TIE INTO BEAM - SEE n INTERIOR BEARING ROOF � BEAMS TOGETHER ROOF PLAN FOR MORE TOP WALL DETAIL `W EE PLAN INFO SCALE: N.T.S. I —SEE FLOOR PLAN FOR %2" CDX PLYWOOD OR %6" O.S.B. '- MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM WOOD TRUSS -� {--7/16" OSB FLITCH PLATE . HEADER. SEE Q/S4 FOR PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN - CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN I TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. -7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR STANDARD HEEL HEIGHT &ADDITIONAL INFO. SCHEDULE/PLAN FIELD EDGES & BOUNDARIES - - - REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 SCHEDULE/PLAN .__ -_ _ @BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A 2x4 #2 SYP P.T. PLATE W/ SEE FLOOR PLAN- ATTACHED PER �I�-- SEE PLAN FOR SEE ROOF PLAN FOR BRG. OR REQ'D STAIR INFO. s NAILING SCHEDULE J FOR BEAM SIZE & SCALE: N.T.S. - EPDXY ANCHOR OR 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS CONNECTION INFO. ;- BM. SPLICE OVER BOLT OR %2" TITEN HD NON-BRG. WALL IF CONCRETE STAIRS AT BASE SEE J/S6 FOR V CENTER OF POST 2' AlFORMED&POURED A A � - - - � SEE PLAN MAX. ANCHOR @ 24" O.C. W/ MORE INFO. MIN. 6" EMBEDMENT W/ (1) #5 EACH STEP SEE PLAN FOR 24" STEPS ---- • PORCH SLAB SEE --- EXTEND 2" TOP7EAM FOUNDATION PLAN SLAB 1 1/2"2x4 BASE PLATE W/ X X =�X X SEE PLAN FOR OPT. \`.\ SIMPSON LSTA30 w/ o STAIR INFO. IF CONCRETE STAIRS , a - - � "• (22) 10d NAILS OR o. v . MAIN HOUSE • (2) #5's CONT. T&B w/ - w SIMPSON MTS12 w/ FORMED & POURED SLAB 4" #3 STIRRUPS AT 4'-0" 4" n. , � (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) - SIMPSON (2) W/ (1) #5 EACH STEP WHEN DEPTH g TO FLOOR GIRDER 10d NAILS TYP. U.N.O. V--SEE PLAN FOR HTS20 w/ (14) d v (2) #5's CONT. T&B EXCEEDS 30" PORCH SLAB SEE -]IL N _ BELOW @ 16" O.C. -- CANT. IF 10d NAILS w/ #3 STIRRUPS AT GRADE FOUNDATION PLAN " " w X SEE FLOOR PLAN FOR -_ INDICATED TYP. U.N.O-'Al u COLUMN SIZE & . a 4'-0" WHEN DEPTH _ z z _ a ° EXCEEDS 30„ a I I _ " • - � - w� - - ADDITIONAL INFO. " •, � I (2) #5's CONT. T&Ba w/ #3 STIRRUPS AT N z (WOOD COLUMN SHOWN) MIDDLE GARAGE OR - V-4" 4'-0" WHEN DEPTH . T 16" FLOOR SYSTEM FLOOR GIRDER - - LOWER SLAB a. -LOWER OR EXCEEDS 30" SEE PLAN FOR SEE PLAN FOR F SEE PLAN - GARAGE SLAB DIRECTION CONNECTION SEE PLAN CORNER SEE FOUNDATION�,_4 - - - SECTION @ FLOOR PLAN FOR MORE INFO 5" PORCH SILL LARGE STEP DOWN 7 CONNECTION 22 15 � COMMON BM. ATTACHMENT SECTION GARAGE MONO 21 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. r� cv ca cv C" a M W > w U_ o m ?C N -0 N 3 � � o a E o a w r`NrN <<0NOt F - O •••...... I �J�✓/��ZiR f E S t` Iittiit 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. rn W E H o 8 Q O co O V N N m co, C W (0O 7 V7 V: ) co C � 5 J V _ W d Z °' m S. C) t L � �' 7 N ^ O W r0�a_O' m w IL Z N Q � Z ry O U 0 Z W ❑ ❑ R I) N N < W n v , V) Co- LL W m 0 s C6 � - U W J U R ;. = t U A o w Z M 4 2 LL_ u E �i� o ¢ a3 > Z Z® fa F— �z U 0a�� Oa 00 O V Z gto to °ate wz m g Y2 NO ppFF z _ U) J N � <U g � 0 0_ W U oa `n O yz i �2 �Ib C 0 o U O = d)co O N m � N (0 I� O O �_ ^ (6 O ^ Q v / C m c i .� O O CID N N (a Q CY) T— E fi CV N o z m z � � r 10 ro d E U Q ❑ c —i JOB N0 : 22-12351 SCALE : AS NOTED SHEET NO. D1 (MONO) I ------------------ (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 1Od NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). — EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE STUDS -�, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER -CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 112" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 1 Od NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP - OB SIMPSON LSTA24 w/(18) 10d NAILS �- TYP. A 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) 1Od 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 G SEE PLAN OE 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 - " ( O (x 1 1/2 PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d USE C ,f� U H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNFEWALL OR BEAM WALL) AT EACH STUD AT HEADER / — JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 4 TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 1 B INTERIOR HEADER O - 2 x 4 #2 SPF STUDS G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OFF 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 16" SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE �� NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 1Od - 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 - dOPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/SIM SON IS GREATER THAN 4 FEET LS30 w/ (6) 1Od x 1 112" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 1 Od x 1 - - MIN (3) 2x #2 SPF STUDS @ END 112" 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) 1 Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK j '" ��" l FLOOR DECK W/ 10d NAILS @ 8"o.c. - •�'� ` . FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @a 2nd FLOOR W/ HIGH BM 9 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 0 A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 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) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE 12dTOENAILS, MIN (3) 2x #2 SPF STUDS @ I H ADERS(2) 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. -' 1Od 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 1 112" IS PACK W/ 1Od NAILS @ 8"0.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 1Od NAILS & (4) 1/4"x2 1/4" TAPCONS �-- PROVIDE BLOCKING BELOW JAMBS HEADER CONN. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN 2X CONT. RIBBON TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN I OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. 2) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS ) 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. I I NAILING AREA (TYP.) SEE PLAN FOR I I COL. SIZE (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 COL. SIZE - - SIMPSON HTT4 w! (18) j/ 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 ) 1 2 STORY COL. @GIRDER 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 1 112" (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 i 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 ---' 1Od x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` �- (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL -- IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ,• A SIMPSON LS30 w/ (6) 10d x 1 112" 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 - - OR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM - 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/C TOp PROVIDE 2x4 ON J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS -�/ PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 1 Od 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 1 Od x 1 112" CLIP EACH SIDE x 1 112" 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 l / TO STUDS ABOVE PLATE PACK w/10d NAILS - FLOOR DECK @ 8"o.c. — 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 (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE KAI FLOOR PLAN FOR HEADER r I CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR PLATE SEE PLAN - —� MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x - ,� 1 112" (USE SP8 FOR 2x8 S YP U.N.O. 2 x #2 -- _ - / WALL) @ 24" O.C. -- 1 \-" —L 2xCONT. T& B- BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 1 Od (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 I I,II 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 1 112" 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 10 MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 1 Od x 1 112" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'4" 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. JDOUBLE 2x8 TOP PATE 2x4 W/ 2 ROWS OF 10d NAILS 0 3" O.C. N v co W C C N C m N a roQ y N C 9 N 3 W Y >c C nowt= .-W a r3�L� ,v �o � A ro 4' u 0 0`\oWIII1ifff1��1�/ 'jg W!V N a • �N .� E N U � �F � r4 � S F 1.0 w ` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - ResidenUal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal V) W F• o a C:)M O N o 0 o? a H Cf) 0,Q CM V 25 # u C J 2 EF W murc ii n I11 J i Y � _ cu�V) Z �" Z> C o m rn s W m w z - "z Q � LLW aN Z OU U cn W ❑ ❑ U M 0 ,P CD CA.- V J � z 0).- C o u +� U � 0 .. w� — E c QD r, co co w Z co ti E o � OL 0 E v Z sE ra �� OU 0 wz to �o C c ` " oLL z 'aw Z v J a 5 w� U a �w W U 40 �G O a� �O = > M IL■` O Cz Cz (0 I� O :3 O O U) m N U) cc 0 N 0-) (0 o L0 N Q � E E M N N r z M Z n O N C c a C o o 0 `moo 0 __j ¢ ❑ a� JOB NO : 22-12351 SCALE : AS NOTED SHEET NO. D2 PS 0 CV Ln 0 a N FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER __- -- WINDOW UNIT FLASHING REQUIREMENTS WEATHER TEMPORARILY SECURE �- DOOR ROUGH OPENING _ - �' -- SLOPE RESISITIVE 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 BARRIER TAPE EXTERIOR 'SHEATHING WOOD FRAME CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND SELF -ADHERED FLASHING WALL BY 6 IN. i RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER � - -- CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means - PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. L,IASSIVSIED�WN71 WEATHER - SELF -ADHERED FLASHING - BUILDING PAPER - RESISITIVE - ` =a. BARRIER SEAL TOPS OF JOISTS 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 W 1 UNDER DECKING SUBFLOOR _ - Other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) _= SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 1 _ - - R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. flashing and seal with tape 2 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW so SELF-ADHERED FLASHING , SELF -ADHERED FLASHING , Exception: Where the barrier that is over wood -based has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied sheathing FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, Substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING - MECHANICALLY FASTEN IF RUBBERIZED ASPHALT - RUBBERIZED EXTERIOR SHEATHING -- y 3/4"-1" BEAD OF CONSTR INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER � FLASHING NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED / R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING � SELF -ADHERED FLASHING- - . applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied PP g PP 12 MIL DRYLOK CMU -MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND / FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME . _� REFER TO TECHNICAL - SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1)SEALANT AT SELF-ADHERED FLASHING SELF -ADHERED FLASHING, �- (BEFORE FOLDING. SCORE the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 9 9 P P 1 P 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK '•' ' VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s 9 P Y 9 PP 9 , • 2) SEALANT JOINT / O., �: THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s /- WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED PER CODE ° j SELF- ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING ° following: CLADDING AND WINDOW FRAME -- � 3) SEALANT WINDOW FRAME T 2 % ° ° �^ -- � SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 9 PP WINDOW BUCK ALL THE WAY ° NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashingmanufacturer's instructions. Where flashing Instructions or details g < I O AROUND, INCLUDING SILL. / 2 ;' SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or water r sloped In such a manner as to direct water to the surface Of the exterior wall finish or to the ate resistive barrier for DO NOT FLASH OVER / BOTTOM NAILING � 8 UNDER DECKING 2 % subsequent drainage. Openings usin an flashing shall incorporate flashing Or protection at the head and sides. q g g P g P g FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. - _ SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. I Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING- SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATHTWINTRACK 2.5 _--- F _ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER � � � ~I� 12 MIL (min) DRYLOK EXTREME `- APPROVED FLASHING TAPE _ DOUBLE 3 0 'V' SEALANT SOCKET WITH - - �. JOIST 7/8" Cement Plaster TOOLED APPROVED SEALANT - t SINGLE WOOD BEAM in accordance with - - 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ASTMC926 Felt backed metal w MM 2 lathe in accordance Felt backed metal SELF -ADHERED - SELF -ADHERED 3" MIN 4 « with ASTMC1063 /-' lathe in accordance FLASHING FLASHING Building Paper with ASTMC1063 O 5 x Building Paper - - - - -- - ---- ---- _ ..',' � - 7/16" O.S.B. sheathing - 7/16" O.S.B. --- SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING , FOUNDATION WEEP SCREED , Metal ��. sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER , : .' Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL--------- - Installed As Per Manufact. Specs. PRODUCTS DETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of F cauk bottom TILE FINISH - RESISTANT DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER Weep Screed joint only BARRIER (WRB) 1 112" t0 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BOND BREAK WEATHER RESISTANT BARRIER - BOND BREAK WRB SELF FURRING (SF) LATH - ./\,' Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) --_ t--- ~-- m a PLASTER ACCESSORY Sheathing Installed As Per g ----____ SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS �Z����� Manufact. Specs. V-4" PER PLAN Z \�� Detail Instructions Refer to the number marked as O in each detail that corresponds to the 1'-0" PER PLAN -v I WRAP DP WRB ONTO THE VERTICAL 1 /2" Cementitious Cement Plaster / SURFACE TO TOP OF Decorative Finish numbered items in the list of Instructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 y ° o,• All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU - - I 3-1/2" INCH FLANGE over wood 2nd ,0•0`�•I °•o outside corner will floor •�o'o••,o' 2. Install flashing and weather resistive barrier to form water shedding -__ - need to be miter laps 4" OR 8" CMU = I! ' ° cut and caulked all '•o'o•• •' 3. Self -adhered flashingcan be substituted for building paper 9 P P (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING needg t�••'�_, �,o' 4. Split the release paper using the ripcord (Split release on demand, _ FILL WITH GROUT - -- Q a - - -` �,� I� SHEATHING becbuttaoulked usinints °,�'. , o, ° •,I Stampede or Sim. embedded in the adhesive layer) - for ease of installation and toTHIS STRUCTURAL minimize scoring cuts a CL 0- GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. --STRIP OF SAF caulk for all 5. Remove all release per standard installation instructions and paper P ° -- ° ° Z � Do NOT SEAL. CONTINUOUS BACKER - - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" _ 9 LU ROD & SEALANT \' DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ° _ - _ ACCESSORY I I BOND BREAK WRB 6. Fold as shown by arrows w SF LATHuJ ff 7. Angle of corner may vary, adjust folding of the flashing accordingly to n _ __ CO 3: Ill I fit tight to corner VINYL SHOWER PAN j - a ° n° --- A J ll� I Note: 8. Mechanically fasten as necessary I--1� . ° I I The building paper and metal lath must be ° SLOP -� II Cement installed over the top of the weep screed. ° - PLASTER STOP Plaster A CONTINUOUS BACKER ROD over Q J 1st floor CEMENTITIOUS FINISH SOFFIT/CANTILEVER WEEP SCREED DETAIL SHOWER SEAT SCALE: NOT TO SCALE N 0 N C g C► s w `� W " C a M 10 [ 1 N N f0 O ti O C•V t N Q a7 O 10 � N C aJ 3 m 4 = y a � U y � C O ? CL , rn a -M cc E o 0 tV CV 0 CV 0 GV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) W F E O M OU O N 0 II11�� vl M C LL J - V W uJ 4 Y f0 C I-(O y e 7 N N 0 �. o W ILIry °' N Z m w VZ N O U o W ❑ ❑ Z �Np M z Z CL N n CZ M N z LL (� w � .O Q A `2 C/) C� w C 0 Oi smN ti J t.L E ca E �zp ao zp a �_r6 z §8 on Z O E p0 L <p K = C cn c Z� Z � S Wm J S w� �` Y [L co c 0 0 m - Co c� � N O ^ O LL m L(� C7 N O co O Ln O Q T_ E N `� N Z ON E rL 0 6 C) ._J 70 Q L] 1 a) _J JOB NO: 22-12351 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauge' 4-1/2'x+1;2•x2-12` Tt Back Cross Support lMay, he cur to W) See Anchor Schedule / Right Bracket (16 Gauges 1 /Z" Dia. A325 GaIv. fTyp.) o �) T ~_ S 14 Self -Drilling Screws 1 asisr! A/C Unit Bottum Edge Hurticane Strap { (Typical: 3 in front) VJathPfi Front Cross Support Self -Locking Nuts (Mdy be cut to VW) Left Bracket (16 Gauge) p 14 Self -Di lling Screws Thru Brackets & BatkCross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) 'gaud. ul.lalLnun utatn—inn. as pnnsall�a�>�wsniLh rack 1A.—oa lea 8rar.r- 14t1efiPd blotted Self IDa"NiNg slAaiee upon teelons: (MWMinaal Eon all ayaply) FINU2248 4vd1 AtIt yemlpll Manureclur.r ANlmietbn 2020 Smelt Vent product.. Inc Caul,": Structural Components 3W Cal4gery: Produds hm oduced as a R.w17 of Nair TecnnebpY c.mpdrlce Method. E-W.hon Report ham e Florida Reentered Architect er a Ucenwd Fitreda PrOeteiond Enerleer F(A5022-Rd Rgdud, tj-agg PruluI Mod.l.Numuuwwma ".! 1 ama Model tl154P 110 2 Smad., Modal r1540511 3 Bmadvent Mode, rt 54P520 4 SnartVant Memltl154P521 5 sn."Vent Model tln 34Po24 6 Smedvent Model r154P570 7 SmanVenl Model M154P574 Coe4 xergloi M.nw.du. R-hoin 2020 Drexel Metals Inc. Category: Roollrg 3ubCMegory: Metal Roorng ComPllana Method: Evaluatloo Repair from a Florida Registered Architect or a tioan.ed Florida Protesslmal Encino— FLa17s71478 Raul Bea 1 P of 9(CN MoNurmer or Name 1 firm ei Meta, Roaring Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail •fti�, _a�iti'33d" gir8 GAWK man"GMhem En uc.ma Hermear. Nitro PE (077)441-0380 PE-73778 InfomarronYenlcom Pape 1 d 1 121102021 gall, Dal. PAR I'snAll0 PM Vegan lH YWN" 517GIDiIt4d F. _r12Ya1 Akan" aterus Lass Bowmen P.E 12/18r2020 1211WO20 1228/2020 Appr—d (334) 30P 1800 (LWlty Asaurenca Anal 10 Vhs Accroyod tor Use irl 911A 0 F,W Caarhts Eoakatlm Gate In r1l -had, HVHZ Raaletenl EpagOa Dual Function Flood and Ventilator, Vent 12/31/2023 Vas Yea N/A .1001-100 Dual Funetlm Flood end Ventle8on Venl 12/312023 Y Yea Yes NM •tookloo h1uModFlood Vent 12A1(2023 Yas Yes NIA a101)20 In.Ali Flood vent 12/31/2023 Yes Yes NIA ♦100A 100 tea¢rd; Garage Door Fba1 Vent 12612023 Yes Yes NIA MIA Wood Will Initiated Flood Vent 1N312023 Yes Yea NIA s100A 1DW 14.5&gad. Garage Dow Flood Vent 121312023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Pear I M1 Building Codes and Slardards 1n412021 Product Approval Application Detail IIdIN n plra DdIF Date rbnolno pale zoom LmaminAlLum Viekde1re BY VandMau Submltlao FRO Andras al Am,, Slid- J.— Shumate Zachary Phest Lake Bowden P.E n&1o2020 081)8'70N 0820202U 1011312010 AVP-1 (502)303-1511 PE-74021 (3341300-1800 I.1 umet.2—met com GueMv Assurance Apaoyedil ADorowdtor Use Imps;.( 2e&Iun Product De4trlgOgll C11rCgtt EMdnllon DaM h111Yt1S ours egl HVHZ Rinflillarl( Filluut t)MC'i0mN5 DMC 15DS&,0MC ITW OMC 200,9, 12/312025 Yea No N/A .01180 M, n'I Florida Department of Business & Professional Regulation rage 2 ,14 Building Codes and Standards 25i0'= Product Approval Application Detail (:title Entlri sir 20 jljitp Date Pending 2= TWB Velslcn Manufacturer Contact Eno hoer&License Valydaled By vall4alligi SUbm ittad FBC Appr..t Approved smius Rai 2020 Thelma Tru Corporation Steve Jasperson Lyndon F Schmidt P.E. Ryan J. King, P.E OW152D21 12J312020 04122/2021 0610&Z021 Apl•.roved Category: Exterior Doors (800) 843.7628 PE-43409 (813) 767-8655 Subcategory: Swinging Extend, Door Asserribliee sj-p`usdn@the tr. co Compllence Method: Evalnition Report from a m Florida Registered Amh,tr+ct or a L,,nslad Fonda Professorial Engineer FLA20.s09•R6 ProdUCtB OyaliN Assurance APoroved for Use Approved for Us Impact pgglan Seo a ProButt Mosel- Number or Name �ggQ Conhact Exolrahon Date in Outside HVHZ Resultant 1 a. Thermo-Tru Fiber-Clesra'c and Smooth -Star Nominal 6IMI &quotlmpactill Opaque 12/3172f122 Per Yea Yes WA Compost. Edge Fiberglass 8igle Door (I nWdng/Oulswing' X configuration) 2 b. Thernla.Tru Fiber-Cil and Smooth -Star Nominal 6&M.8 &quotl0lpact8quot Opaque 120112022 No Yes Yes WA Composite Edge Fiberglsss Single, Door with Sidelle(s) (InsWinplOu111Wirig: XO. OXa OXO configurations) i a Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&N39.6 &quot.tnWct&gWt, Opaque 12/312022 No Yee Yee WA Composite Edge Fiberglass Double Door With or without Sidelites (InswinglOulswing, XX a OXXO 4 d Thermo-Tru Rber-Ctaesic and Smooth -Star configurations) Nominal WOW &quoklmpactliqudt; Opaque 12/J12022 No Yes Yes WA Composite Edge Fiberglass Single Door itncWng10ut9wing. X configuration) 5 e Therma-Tfu F6er.ClasNc and Smloth.Star Nominal 8&039.0 aquot'mpact&quot Opaque 12ell/2022 NO yes Yea WA Composite Edge Fibegli ss Single Door with &dohs(.) Omwing/Outs-9 XO. OX or OXO configuratons) 6 f. 7hernta-Tru Fiber -Classic and Smooth -Star Nominal SU30;08quot;lrcpact&quot Opaque 1213172022 No Yea Yes WA Composfe Edge Fiberglass Double Door we,, or without Sldslrtas Ifinswing101fswing; XX a OXXO configura110n a) 7 g. Thenna-Tru Fiber -Classic and SmW[h-Star Nominal MA398 itquotlmpact8quot Glazed 121312022 No Yes yes N/A Composts Edge Fiberglass Single Door (I nswre/Out—g. Xconfiguration) 8 h. Therma.Tru Flber.CMs ile and Smerdh-Edar Nominal a&0398 8quotlllyamct8quet Giusti 121310022 No Yes Yes NIA ComPosito Edge Fiberglass Srgle Door with Sideite(s) Onawng/OutsW ng. XO, OXa OXO conFgurebona) 9 1 Thermo-Tru Fiber -Classic and Smwith-Star Nominal 6&r39;8 &qu00Mpact&quot Glazed 1213112022 No Yee You MA Composite Edge Fiberglass Double Door with or without Sidelites (Irtswrg/Outsvnng: XXa OXXO mrriguratlons) 10 J. Therma-Tru Fiber -Classic and Smooth -Slat Nominal B&a39,0 &quotimpsct&gwt, Glazed 12/311= No Yee Yes WA Composite Edge Fiberglass Single Door (Inswing/Oulswirg X configuration) 11 k.Thermo-Tru Foet-ClasalC and Smooth -Star Nominal 9&039,0&quotimpact8quat; Glazed 12t3I/= No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelite(s) (inewngtOutt wing, XO. OXa OXO carfgunrlons) 12 I, Therme-Tru Fioer-Classic, and Smooth -liar Nominal 83e3Q0&quotlrtpect&q(wF, Ghllead 121312022 NO Yee Yes NIA Composite Edge Fiberglass Double Door With or without Sidelites flydewnWOsltenimp: XXa OXXO conhgunations) 13 mTherme.-Tru FIMr-Classic and Smooth -Star Nominal"43988quotlmpact8qudt, Glazed Molded 12131=22 No Yes Yes WA Open Composite Edge F(berglaea Single Door On—rig/OWswing Xconfigurabon) 14 n Therme-Tru Fiber -Classic and SmoothStarNominal S&M.8 &quotlnpactBgWt Glazed Molded 12t312022 No yea Yes WA Open Composite Edge Fiberglass Single Dos with Glazed Abided Open Sidelite(.) (InewrglOuts'wing. XO, OX v OXO coMguration.) 15 o Therma-Tru Fiber -Classic and Srrooll Star Nominal 6&O-W& 8quotipactlLquot Glazed Molded 12/3112022 No Yes yes NIA Open Composite Edge Fiberglass Double Door with a wthout Glazed Molded Open Sidcirtes (I newing/OuUwing, XX or OXXO wntigurations) 16 p. Themri Fiber -Classic and Smooth -Star Nominal 8&039,8 &quotlmpactliquot Opaque 12/31Z1022 No Yes Yes WA Composite Edge Rbaglasa Single Door with Molded Open Sidelite(s) (InswinglOutrowing. XO, OX or OXO configurations) 17 q Therms-Tru Filer -Classic and Smooth -Star Nominal 88N30,8 &quotl mpactaqudt Opaque 12/31/2022 No Yea Yus rlha. code DIM verslg0 m n,.`. fret R.walo11 2020 PGT ,du>rbe cetegay: Eaterlor Dw BubCdagery: sci Fxtalor Door A""no'lle. compuanc. MMnm: CarllAcetion Mery or Luting FLAW A33 Products ,If-1 Prm4il Model. thn,psr o1 Nnm. 9 9GO-5570 (Large Mssile Impad) Composite Edge Fiberglass Double Door with or without Grazed Molded Open Sideides (Inswing/Oulswing. XXor OXXO mnlgurabons) Flon.da Department of Business & Professional Regulation pudding Codes and Standards Product Approval Application Detail Page, 1 d 1 IM=1 aka ilailg Dale Range. called Elhnlueraucense Y�19111d.0Y VaIldNad BWnlli W An i9yd Approved Pawls Jane Fit --hi MLemi-Oerh 8CCO- CER M1emd D.d. BCC0- VAL 1 V19/2020 101.71LY720 1124/202C tpptaxed 1941)486.0100 (788)315.25M )rosowsal®pgllneueme. c WiaRN Assurance ApnreYtd far Use Approved for Uaa lmpw Qpelar product cissiriabon Cornracl ExlY,atnn Dale, In HVNz Oulsid. HVHZ Ruiet..A Vinyl 6llde,g or... Dos U4/14!2(".i r.. ray �o. 1'i/A August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date sse 1. EXTERIOR DOORS IFL20461.1 A. SWINGING The rmaTru Fiber -Classic and Smooth-Star(NON-IMPACT) +67,01-67.0 psf 12i31,2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20468 +67.OJ'-67.0 psf 12/31/2022 The mnaTru Fiber -Classic and Smooth -Star (IMPACT) F120470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205,03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100,8200 #1105 (8X7) FL8248.3 +31,0/-35.0 psf 12/3112023 Wayne -Dalton Series 80001810018200 #1123 (16X7) FL8248.10 +30,0,'-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34,41-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10,120 FL11206 +35,01-35.0 psf 6I17,12027 Pella Corporation Pella 10 Series FL16603 +60,01-60.0 psf 612Z'2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Pella Corporation Series 10,120 FL11161 +30,0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5JI25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125/2031 D. MULLION lull Windows and Doors Series 5764 FL15353.2 N/A 12/31'2024 PGT Series 5500 FL261.1 N/A 5126/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHE R 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 N,/A 12/16JI2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6129/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23112023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97,5/-97.5 psf 12/10./2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 F L7849,16 - F L7849. 20 N/A 12/31- 2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F L17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/3112022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! ANCHORS USP Structural Conn, see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LS'L FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5,125/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a3 1r2srzo.2 -- PLrMt347D-R3 , Gods F111',fY or y1atD ate pate R." 0::: li:ltti jype verilo Manufacturer Contill Lndlnaer a ucense Validated By VJlidated Itted FDQApproval Approved StatuS Revrehon 2020 Th rrma-Tru Corporation Slovii Jaspo lion Lyndon F Schmdt P.E Ryan J King P E. 07/232020 07N212D20 07/29/2020 1003/2020 Approved Category: Exterior Doors (800) 843-7528 PE-43409 (813) 787.8555 SubCategory. Swinging Exterior poor Asee,rCles siasperomothannotru co C.mplienco Method: Evaluation Report from a rn F".Ca Reglctered Archtect x. Llcenced rblida Fr(Yesslonal Engineer FLAW470 R3 PfodU4ta Ca allt, Assurance Approved for Use Approved for Usa Impact Desion Saga Product Mortal. Number or Name Product Description Conhact Exglration Pate in HVHZ Outsice HVHZ Resistant Pressure 1 ,1 Therms Tru Fiber -Classic and Smooth -Star Nominal 6&r39.88quot:lmpact8quol Opaque 12/3172022 Yes Yes Yes N/A Composite Edge Fiberglass Single Door (Inwang/Outswng; X conFigur.tion) 2 to Therma-Tru Fiber -Classic and Smooth -St. Nominal U09.6 Bquot.Impact&quot Opaque, 12/312022 Yes Yee Yes WA Composite Edge Fiberglass Single Dwrwith Sh,Wte(s) (Inawing/Outswing. XO, OX or OXO contlguratlons) 3 c. Thonna Tru Fiber Classic and Smooth -Star Nom1nal6&N3g.08quot,lmpact&quot. Opaque 12131=22 Yee Yes Yas WA Composite Edge Fiberglass Double Doer with or wthout Sbelkas (Imwing)0uhVAng; XX or OXXO canfiguratlon s) 4 d, Tromul-Tru Flber•Classlc and Smooth -Star Nominal B&tl39,0 &quot.lmpaa8quol, Opaque 12J312022 Yes Yea Y.. NIA Composite Edge Fiberglass Single Door Onw,ipglOutswng; X configuration) e Thermo Tru Fiber -Ghost and SmoothSte, Nominal 88a390 &quot,lmpoct&quot Opaque 12J3172022 Y.a Yes Yes ni:A Composite Edge Fiberglasa Single Door with Sd.lite(e) (ImwnglOutawng, XO, OX or OXO confgurabona) -, f. Thermo-Tru Flber.Clasar and F—oth-Star Nominal 8&r39.0 aqudtimpact&quot Opaque 12/312022 yes Yes Yea WA Composite Edge Fiberglass Double Door with or without Sideiilea (InewnglOotawn, XX w OXXO confgurahona) 7 g. Th—Tru Fiber -Classic and Smooth -Star Nommsl 6&939.8 8quotlmpict&quat Glued 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door ins,nnglOurewing; X confguration) 6 h. Thernla-Tru Fiber-Claearc and Smooth -Star Nominal a&r39. 88quot.lmpaallquot. Glazed 12/111'2022 Yes Yee Yes WA Composite Edge Fiberglass Single Door with Sidelife(e) (1—inglOuts mg; XO. OX or OXO configurations) 9 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6039:88quotimpact&quol. Glazed 12131 M22 Yes Yes Yes WA Composite Edge Fiberglass Double Door win of without Sl3elltrl9 (InonAng/Ou awmi, XX or OXXO wnflgurstions) 10 J. Therma-Tru Fll or-Cissrdc and Smooth -Star Nomina186r39,0 &quot,lmpad8quot Glazed 12/312022 Yes Yes Yea WA Composite Edge Fiberglas. Single Door (mewing/Outawrg; X configuralion) 11 k ThermoI'mFWer-Glascic and Smooln-Slaar Nominal 899V O 11,quotlmpact8quot Glazed 12J312022 Yes Yes yes WA Composite Edge Fiberglass Single Door with sdeite(a) Orow "WOutawing. XO, OX or OXO confguratlons) 12 I. Thmmv-Tru Fiber-Cbssic and Smooth-SWr Nominal &&p39;0 8quot1mpad&quot, Glazed 1=112022 Yu Yee Yes WA Composite Edge Fiberglass Double Door with or without Sidelilea (Irlswing/Outswirg, XX or MO configurations) 13 m. Therma-Tru Fitter -Classic and Sprooth-Star Nominal 6803e', 5 BgUctlmpact&quot Opaque, 12131=2 Yes Yea Yes WA Composite Edge Fiberglass Single Door with &qugtNon-Imps 18quo1; Sdeilte(s) (I nswinWOUlswirg; XO. OX or OXO confg uratdns) 14 n. Tnerma-7N FlbarClassk antl Smooth -Star Nominal B&II &gUct;lmpa0t&quot Opaque 121312022 Yes Yes Yang WA Composite Edge Fiberglass Double Door ,, th &qudtNon-Impact8quo, Sideliters(Inswng/Cutswng; OXXO confguragon) 15 o TI1e1ma-Tru FDer-Clsaaic and Srinoth-Stw Nominal 8&N39,08quot.impact&quot. Opaque 121 IrW Yes Yee Yee WA Composite Edge Fiberglass Single Door.vlth 8quotNon-Impaalli Sidelite(s) 0,awng/Outawng; XO, OX or OXO configurations) 18 p. Therms-Tru Rbar.Clesslc and Smooth -Star Nominal 88A3g0 ;aquot;lmpacaquot Opaque 12/31=22 Yes Yea Yes l Composite Edge Fiberglass Double D"%tilh &quotNw-Irnped&quot Sidebtae (InewinglOutswriq; OXXO configuration) 17 q. Thermo-Tru Fiber. Classic and Smooth -Star Nnmin.188039;8 &quctNon-imps-Mquot Opaque 1213112022 Yea Yee No WA Composite Edge Fbberglai single Door flmswing10utewng; X configuration) 18 r. Therms-Tru Fhlxx-Clessc and Smooth Star Nominal 0&039.8 MuotAomlmpaiZdquot Opaque 12131a022 Yes Yea No N/A Coml7oeple Edge Fiberglass Single Door with adelft(s) (ImwngrOutewng, XD. Ox or Ox0 configurabans) 19 aT)lorma-Tru FiberClasaic and Smooth -Star Nominal 6&r39,88quot,Non-Impact8quot Opaque 12/31/2022 Yee Yea No WA Composite Edge Fiberglass Double Door wit or without Ssleflas (Insving/Outavirg. XX or OXXO carrngun.kons) 20 t. Themme-Tru Fiber4-"4re is and Smooth-Slar Nominal 8&M39,0 8quoCNon-Impea&gUot Opaque I Wit 2M Yes Ysra No WA Composite Edge Fiberglass Single Door (Inswing/Oulswing; X cpnfgurahon) 21 u Therme-T1u Fiber -Classic and Sinnodth Star Nominal 89r39.0 8quot Non-Impact8,quot Opaque 12/312022 Yee Yea No WA Composite Edge Fiberglass Single Door with Sidelb(s) Onswng/Outswng: XO, OX a OXO 22 v. Thermo-Tru Fiber -Gamic and Smooth -Star Conno uratl drier Nomin.1 saaSg,08quotNon•Impad&quot Opaque 12/31/2022 Yes. Yes No WA Composite Edge Fiberglass Double Door Win or without Sdehtes (Inswing/Orfawmg; XXor OXXO configurations) 23 w Themrsi-Tru FlberClseslc and Smooth -Star Nominal OU39;8 dqd t;Nlal-lnpad&quote Glued 121312022 Yes Yes No N/A Composite Edge Fiberglass Single Door (Inawng/outhimv, Xconfguratim) 24 x. ThlurraJra Fiber -Classic and Smooth -Star Nominal 8&H39,8 &quotNon-ImpaaBquot Glazed 12/31/2022 Yes Yee No N/A Composite Edge Fiberglass Single Door with Side]We) (I now ng/Outaw ng. XO, OXa OXO configurations) ,,5 y. Therma.Tru Fiber-GaGgfc and SmornhStar Nominal M039,8&qud,Nw-Impaa&quol; GIMad 121,3112022 Yes Yes No WA Composite Edga Fi bwglaes Di Is Door win or without sidelftea (Inswngfoutawing, xx or OXXO configurril l 0 z. Them— Foar.Classic and Smooth -Star Nominal B&III SiquotNci ImpaCaquol; Glued 12131=2 Yea Yea No N/A Composite Edge Fiberglass Single Door (Inswng/Ounwing Xconfiguratim) 27 zo Therma Tru Fiber Clam,c and Smooth St., Nominal 88.039.0&quotNM Impact8quot Glued 1213112022 Yes Yee No N/A Composite Edge Fiberglass Sigle Door -In Sidelte(a) (I rawng/Outswrg, XO, OX or OXO conflu. above) 28 zb Thartna-Tru Fiber -Classic and Sm otit-Sler Nomins188to .08Non-Impaaaquot Glazed 12/31 r2022 Yes Yes No NIA Composite Edge Flbergl ase Double Door W tin or without Sidelitee f rows glOumwing, )Xa OXXO configurations) Florida DeepaIrtment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paae 1 d 2 16=21 ►�Kttt�2�� D4(e 811 cut Pinion, nat tvm YWs.iun. 9sanuiadturat EndnagrA Lcans. )ualldarid FN Y,bU,,d Submitted FBC Aanrovi Aron—D Std, Rewaaon 2020 MI ftrd its and Door, Brent stinger Lure ROpemo Lama 014ven M (kith. PE 101111 0 10/082020 10/1W2020 lvl w202o Au o,,ad Category: EMtrla Door, 1717) 305d300 PE-82514 (777)317-0454 Sub ali gil Sliding Exterior Door Asearribi s bsitu gen(II—dcom compliance Method: Enkisgon R.pot Dom a Fldlda Replst.red Archnect me Licensed Florid, Prof. -anal Engineer r Lal5332-Re Produata *00 rLzW "yL Number or Name I SERIES 420ALUMINUM SW 2 SERIGG 420ALUMINUM SGD 3 SERIES 420ALUMINUM SGD REINFORCED 4 SERIES 420ALUMINUM SOD REINFORCED 5 SERIES 420ALUMINUM SGD RF.INFORGIM tom I= Version Manufacturer R.dslon 20NI Warne -Dillon, a di,dl.h dOvedae.d Door Ca agory Erterlor DN- r. S.Cat.gri S4alenal En— Door A-11,11- Ia Il ethm: Evaivalim Repair from a r ton 1, R.gi4lered AtM11,1cI a a Licensed Florida P'n u,"Niel Enane w �141I129 Pf oauul SJtq r hilduct Model. Number or items 3 8000/811XY0 w:1"" 10 00007810P'02001123 11 e0DO/8100/8200 $1124 FLA11537 for SrM .TYPE y9ro- 1lSMWfJSWIK Hrw+ .10ro :mncenvF,Iof OIAADe, Inc. CdI.O.r. EMeda Doors Bub Category: EXIMor Door Components Conpilance Method Corlik n cei Mark or Lhring t La1150'I-Rg products ,gPyB PI. —I lapml. Number a Norma 1 607. 107. 727, 747, 757, 777, and 847 Wi re.11d P.Irs d Doan �i..:....,. f A 7 Cal. nos Very- m +gcturer teHaon 2020 Ml NIOW16 and Ooas Ca 1pory: Windows SubCalogory: Single Hung Cempll—. Method: Cenllcetion Merl, or IJxing g.n s Prodict Model. Will or Name 1n $11 Dtacrlale OaalM Assurance AOwowdror Ua4 In Hl Airsvw fir Ufa Outstm him Innow ItoallN1t D"Iml Pp,eUre I'LOOKI SERIES 420 ALU MINU M SOD OXO 12/312024 No Yes No N/A 145 V4&quo1;9800qu0: NON -REINFORCED SERIES 420 ALUMINUM SGD OX. XO. XX 12131/2024 No Y. No WA W&qud;x80aqud. NON -REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXD 1MI2024 No Y. No NIA 1.6'u"wd.06&pu0, SERIES 420 ALUMINUM40D REINFORCED OX 1201F2024 No Yes NO WA Xo. XX9%quot.x90&quot. SERIES 410 ALU MINUM 60D REINFORCED Met 125W024 No Yes No N/A 1438qud.xg8&qud, Florida Department of Business & ProfeSSIOnal Rill atlon r.n.1 d 2 Building Codes and Standards 1r92021 Product Approval Application Detail — - Fnr!W or utp owe Date nenmm. yang Contact EnaM.ar & Llceme Valldblea Dii Validated ^alined FBC AcomvN Approved 211 Dwayne Komish Johns States is"P Arne P.E 1N122D20 0929/2020 ior=020 121161'2020 Apprcund (33D)743-8121 PE51737 (904)821-5200 dkomitglmwsyne-mltm < antl Ounift,A,-- Product descrildon control Doe Araarored re, Ua. Approved for Us, pmaggt Design Ini i31tm .HV ds NVHz (ts�M itl Patn b&s3S. Me, .l kin i "Il : Max height Glaring 12/771202I No Yes Yes -31 00,135.00 e,ollable in lop or Int.nnMlal. s.pllon. 1601 Max width. 14601 Ma, howl. 011aing 12/31R023 No Yes Yes .30,013-33.50 .)thole In top a Inl.mtedl.le 1. W. 16ii Mex widh 148409. MaX heght. elating 12/312023 NO Y.Yes •34,401-36 30 eveleble In top or ntsnnedw. saction. Florida Department of Business & Professional Regulation Pagr 1 of Building Codes arid Standards Im2tu1 Product Approval Application Detail 1011ty 71 Dare 21a Sant, Ponsting 0`3Le Enm erA Lkise YaNd�and Br vailu"ed Sub-1,cd 15C 1... Apuruvod TIny pus Ton Rattly UL LLC Tray BYnop. P-E 1, n;G:'0. ,; I_:°11_0�,: 1;1r.:r:c:r, Arr„waU (a411 494-2813 1954) S47-08110 `rm ralleyWeeeeebley.co =Ir n±FpTan-o AD1i0yedlor Use Approvedfa 4AP ItcPAU QS31fk Product Daiamtran Cixaracl EXdI= Dal. in HVHZ Dulsloa HVHZ K-hilarit P�saY.is Flush. Gleam. and Louv 40 hgb end padred IZ/31202: Yes Ye: Yes NIA hall -moist doors. Florida Department of Business & Professional Regulation cage i M: Building Codes and Standards Product Approval Applicatlon Detail Fnliry tin !M,u nua nuts Punr)Ia.) n.xa �(� FniaLpeer 8 Liceroo Yalldelad By yaUgg{gg HU(IDlltleg FUC Auu avM 8pg1PYPP at/1121. eent 6nun9er American Ammtedura n even M. U%h, PE see I V17020 I III 72020 l lr,!7/2020 AyPrwed (11,)3653300 MenufecWrMS Associebon 1717)317-8454 b.Mrge,Q'i"i toss gkdb61wj pQ ApagggiJI Use, Awrpved fur Use Impact Uum Product D.sorimon Fes, In HVHZ O,zUldii HVHZ Resistant lorinuurt 52x72 FIn.Flarig. Frame IG/SG Single HMO /0/082023 No Yee No-60/91) Lemaudi d Glass Q� CD O L N Q Q � O CM j O U cu U) .� C O 0 Q O = _-0 L— O Q-4-- O LL t+_ M .� � O O O i` 3 O — �_ I— . � l J E Z Z W J N c O re, N � o� t7 r+ O U m C a XO V C" � m >c XO fO ► N " N L N N N c E - >at o_L eat U •— 3: ca 3 gls 01 v W sir 01 c cD 01A S N Q C E to O E z co M O 10 O L W CM.) ao O L L w� � ^�11 W Z J Z a J SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation P � Page.1" g Florida Department of Business R Professional Regulator pope 1 M1 Florida Uapertment of Business R Professional Regulation vAge I Florida Department d Business &Professional Regulation rape I or, (, Building Codes and Standards 125rm22 Building Codes and Standards f1920/1 Buffeting Codes and Standards 1,61%Dal Building Codes and Standards IF✓:ozl � O Product Approval Application Detail Product Approval Application Detail Product Approval Application Dietall Product Approval Application Detail L Q O F1.a20Mi1-R7 �A 1L Q 0 - - - F"1s34"14 - LXU Code Version Manufacturer Entity_9: Contact Enomew & License Validated By VASE P� Date FtOaing Validated Submitted Fell; Aparoval pig AOOloved Statue gpda FgtIhr 1 2" at, Oat• prodil tale C294 - entav gi alit@ Wi6 Data firm g t al,-r. C1bls CetlLest D4tt Putt Qalt fk•18rs1 .4xe f 1till � (� -0 �1 � /-L� CL ' (j � 11--n 2020 Tiner-Tru Car ton Steve Jae erson L ralF Schmidt PE RyanJ Kin P.E 10107f2021 09/162021 10113r2021 12052021 A Must Vent Manuracturar Ca act Nomna&License Validated by YsLOW 4u9mllt_d PSC Awrovel approved detuy M12l Vent- aanulacturer Contest Emm�au6 ucm•• y�,� y�" hub=loan FNC Annrev Aston rg a5,1ilg lY� )1Ml]IgU atrnrladur.r Claaal EndrwYrA Licatisa vale dosed Uv VNNINatl $ lac AoDot gtgyg �. T'T� � W �•J� ,^ � U) pare Category'. Exteror Doon p y g (8W) 843-7628 PE-43409 MI 3) 767-6565 ppruved AJlurraalron 2D20 PGTlndualrlee Jane Roao,:6kl Miami-Dotla BCCO CER Mlercd-Dade aCCO-YAL 11r052020 11N5l202U tint/2(120 rot xrAld ReNa,sl Z0:0 PAI'hnndMYs and Doers &eM 91In9ei American ArGIN<clUral Steven KUldI. PE 10,eB12020 1G,o A.nacO tU11g2020 A[.[momd Rew-arn 2rl21l Ml wlnaorssnd Doers Category: Windows &ern sar,ga Amenean Arcn Nediunl 1 1,4 Lhn_n PE 1717) 381-3300 M•n.facturers Assm,•eon 7-9454 1+1,'-'rrn10 11122ra020 11.IY,!'ONJ i�rllvrnm,l � � "+ '^ SubCategory: SW trip LAW- Door Assemblies sa r thermireo o ' citeywy: Vnn-s (941)486-0100 (146)315-25K caegory: Wlndowa Subcategory: Hourcriel Sider (717)365.330a Meproldurae A.seelahon (717)317.8454 bsrtllnperitmhed corn Subcategory: Fixed bsth.per4gmr-cl com Al / 1 U \V VJ COm pllanda Method: EvalUattin Report from a m 6Wcdego11, 91nge Hrng Iroaoeskl@pgUndurni c om Compliance Method: Catfca0on Mork a Listing Compllann Merrill Celli&aeon Mark c, bVing VJ T3 V Pellets Registered Archaec! or a L,cenaed Fbrlda Conmuw,c• M•Ihotl' catanprm Mad a LNimp O O Pr Mers"I Engineer F1.009R28Rodii PL615351•RB Products FLO15MO H14 Product, O � (3 � �+ F L■20661-R7 Produeta Guelry Asaurarsc. Auauved for ilea Aoa uvd fur use hism-, Qtalon Q O 0"Itity Asaturance Aour ,Aid for Use Aop,Oyed Por Use Lgg�j Detail ]teak Fir now Modl NumlJef pf full flltalily A<.u, aces• Apurgvd'a u1a Auoruved ror u:• Roducl [iiie11DUNI Contract emi r-41t., Delp hlilyt2 gulsilgt HvMZ pcprl;l 11,11 a111 n.x+,r' Nirti r9 Ages Product Modal. Numhr or Name 9itiLlh' 9w onto product Oeavldbn SOryraci ErMel1m pale A17pLiyRflLglSief. In HVHZ Amorid to Uri M blga9l &�(� Gll10n �n 9eN a PrpgLL(1Madei twnn a Qliial]N i'S�Id a CdoaaCL GIaa91011 Dale B111VtIL Dk(F14a. d ylil itibi" P7/9F11Lf O isegk Product Modal. Number or Name Roduct Description Contract ExolraHon Date in HVRL outside HVHZ Resistant Pressure - sH6zclo 1Lergn were I-q-) Will Nangis Pang Kandy« ., 1 v,.r; n'•. rr. /.r . n, run 1 HS 188 Fl, aid n•npe 111- 73.62 Insulated Q.•a 02/182024 No Yee No e55/45 , 105 rw 75, 721neuhi tunas 00072023 No Yr1 Niu 1: Gin rt/�t � - -+-r-�t y�.-� - s l V 1 a. Thermil Rfer-Classic and Smooth -Star Nominal L7&k31 EI $quo(,Non-ImpaddgUOt Opaque 12M((322 Fiberglass N,u . c f� N/A `v Q M O Composite Edge Single Door (Insvnrig/Outawing. X configuration) _ E Q 2 b. The-Tru Flber-Claask and Smooth -Star Nominal 6&ll Bquot,Non-Impad&quot, Opaque 12/31/2022 No Yes No NIA _ �n (3) " ^, W L Composite Edge Fiberglass Single Door with U) .+� �- Sn"ite(s) (Inewfn910uteWng, XO, OX or OXO W Fiber mlfgur•rions) 12131/2022 Yes �r� 0 - M :1 c,Therma-Tm -Classic and Smooth -Star Nominal t5 pal equct Non.lrpaerilid :Opaque Fiberglass Composite Edge Double Door Win or No No NIA ff}^^, WMout Sdelitee (IrasWrlg/Outaaanp, XXm OX(O configurations) 4 d Themli Fiber -Classy and Smooth -Star Nominal 7039,1) &quat, Non-Iilwal6qugt Opaque 12131/2022 No Yes N. NIA Composite Edge Fiberglass Single Door (it aai g/outswing, XwlNiguratlon) ., a Therms Tru Fiber-Clasole and Smooth -Star Nominal 76#39C &quotNon-Irrgled&quo(, Opaque 1231/2022 NO Yee No WA Composite Edge Filberglaea Single Door with Side1%(s) Qnse'anglOutsiong. XO, OX or OXO a f Thro m i lu FlbW-GIS alc and Smoom-Ster oonfiguralions) Nominal 8&Iii5quotNon-Impactarglmt Opaque 12311'2022 No Yes No NtA Florida Department of Business & Professional Regulation ragr I art Florida Department of Business & Professional Regulation rig, I M1 Florida Department of Business & Professional Regulation r„re i ,A I Compoedta Edge FlIperglarti Sigle Door Building Codes and Slav&rids Mf r21 Building Codes and Stair daids 112on Building Codes and Standards va2o2l OnsWnp/Outswng. X clmiiguration) 7 g. Thrima -Tru Fiber -Classic and Srrlwth-Star Nominal 8&k3g,0&quotNon-Impact&quot, Opaque 12312022 Composite Edge Fiberglass Singe Door wdh No Yes Nb NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail SKlelrte(.) Q nsW n9,`Oulewing; X0, OX or OXO -- - - w ifigunbona) 8 h Theu-Tm mFiber-CL-ic and Smooth-SGr Nominal 8&k3g,0 &quoCNonlmpaa$quot: Opaque 12m2022 No VitalNb NIA Fu sl-e_:- _ .... [),g2�;,�,R .. .: a... tL9241E11 CbtlpoMee Edge Rberglsai Double Door %Mth or C.tl1ll 12dIDor u=1° BMa �%�Irrli� 1L1= SiJ49 E.711(Y.gG jia(a Dal•Pu,olc �o Cod-t,(Itdy1 .1.�:u J, •a ua[a Yenann Wthount SBelirea(Intewriti Ourawing; XX or OXXO Im V"im Manufacturer Cooled Validafed By Validated t36mRrd FBCAoomral Anmoved RiLla Zygt Vrtai_ ifj,ruracturar conden, Endneer a License Validated nr Vitllddtd Submitted FBC A-,,W Astm-,l Stator. DLL Version Manufaciurer contact Enalneerd Llc.n6e Validated By valived $y41101(¢t➢ FBC Armri Arol RA111E, 9 I. Therma-Tru Fiber -Claws and Smooth-Sar wnfiguratlonc) Nominal &&k39:88quol;Non-Impart&qud. Glued 12)3112022 No yes No NIA Afarmation 7020 PGT ln.,tr.e .LIB Jan. Acr osim MMmr-Oede RCCD- CER Mil Dade BCCO- VAL 11N52020 11,052020 1Ili V20211 Arrr 1 Rec,e,vn 20211 1.11 cornea•• and Doors Brent singer Luia R Limas. PE Steven M Urlch. PE 10A8/2020 7010WO20 10/1&2020 12/15/2020 App,rn d A114m01ken AQU PGT Indusbies Jens Rnsow.kl Miamm oade Er _O - I -ER Mbml-tech aCCD- VAL l lJ1Xrz020 11ro52010 11/11/N20 Mpia*J Composite Edge Fiberglass Single Door Category! Vkand ,. (9415486-0100 1786) 115.25N cst.grty: Wil (117) 385-3300 PE-62514 (717) 3170454 Cabvory: Windows (941) 486-0100 (788) 315-25K (baswnlyOutnwkg, X configuration) 9ubCal.gory- Famed c sub !W.gl Neutrals bsnootanemiwd.com AuhCgrool Muaims IlCaowsklgtiogtlndu9mesc 10 k Thefma-Tru Flber-Chssin arid Smooth -Star Nkrnnsti ll& 111,quotNon-inowtil Glued 12f31Y1022 NO Yes No N/A CmllanMWhCerOt<adoasta 11911ng on, Corrnphna MelhoO: EYaUetm Hapat loth a Carnn,iar,ce Nelhotl: Certlanam Mod or Llalnp dfn Composite Edge Flberglalea Single Door Wth no" Repot-ol Architect ore U-s.d Florid. Slded.pi prawng /(using: XO, OX a OXO PA24JA24 Product PrM-nil E,,gerr•, PJAU1411SRodu, aarh9Yrebana) for Use Dr C1W W Assu, aa:. AuaOyed fa uss Auu-sod ror Us, Irr_d U• 1- 11 k Therms-Tru Fiber-Classc and Srnoobl-Star Nominal 640n 8&quot.Non-ImpsecAquot. Glued 121.i11213Y1 No Yes No NIA Sega Pr i Model. Number Hama maul, As cur a Nit` Product Drscriil curmact Eau:It ,lox, Are -W thee Accosted der, �1+ Z oul6lda HVHZ b7."t $asp al ig1+ Prnlslyrg, !1M`1}33'+E18:gtlLLSIS ¢ova $ F 1 o HVH �4-sill Plgs4bre 0.�4tPtE£�fgll Corarael Gdr idiDae UttlYiIZ udNVt Campoate Edge Rberglaw Double Door Kith or without saelites (InsWrg/ouperring, XX or OXXO 5 ,0 or PW-55M Lorga Mlcuk, Imptei Mma FIxs,1 W ,,dc.. na/i[n. n„' V:- r..r Yo. N/A ,(wan;D($Eay[an4a Asitioosood far use A -ill tar Us- lm➢act 2ldicon .K9t Muam9laal DOar)811tl W,ndorrc Aluminum Motors, 05262020 ...� Yn5 Yn5 YG5 rl, A. 12 I. Therme-Tru Fibar-Clasaic and Smooth -Star configurations) Nino-l790i&quotNon-Impac`&gU"L Glazed 1213112022 No Yee No NIA 8we y_rpga,cl Model. hur'b•r t� Name 57e+ Prodlc(D•.uMIIlan Centred e+metllm ilea V't-I a+Im,nvnlMwkon iy3/2124 g]JiVHZ Nc p1hade NYNI v.a NIPr.A.fura Composite Edge Fiberglass Single Door MslMnprOukwiig: X crlfigurabon) 13 m. Therms Tru Fiber.Clasdc and Smooth -Star Nonu al 7&039;0&quvt,Non-Impar1&qudt Glued 1231 = No Yee No N/A Composure Edge Rberglaes Singh Door v th Sadelde(a) QneWng/10lltawing; XO, OX or OXO configurations) ---- 14 n. Thermal Fllow-Classk and Smooth -Star Nominal e11,039C &quctol.11n necta,quct, Glued 12/31/2022 NO Yes No N/A Composite Edge FTbe glass Single Door OraWngfOutewaig, X mrdiguraten) 15 p. Therms-Tru Fiber-Claasr and Smooth Star Nortlnal 8039:06quatNon-Impact&quot, Glazed 12/3112022 No Yes No NIA Compal Edge Fiberglass Single Door with Srdelde(s) (InsWlglOulnvanp: XO, OX a OXO Florida Department Business &Professional Regulation rave a1 Florida Department of Business d Professional Regulation Pagr 2 M2 Florida Department of Business & Professional Regulation 15 p. Therma•Tru Fiber -Clans, and Smooth -Star coonguranona) Nominal r3&A32o&quotNorl•Impact&quoi Glazed 1231f2022 No Yes No NIA Building Codes and Standards ,m20z1 Building Codes and Standards 1Dror2n21 Fall l Codes and Standards Composite Edge Fiberglass Double Boor Won or without Sidelttes (In noting,outhsing. XX or OXXO Product Approval Application Detail Product Approval Application Detail PP PP Product Approval Application Detail wnt,guredona) -- 17 q. Theme-Tru FiberrCtasenc and Firmootb-SFAr Nominal 15ilal i1suotNoo-ImpaA3aquot Opaque 1231=2 No Yea No N/A -�------'-------'--'---- Composite Edge Flberglass Single Door wAdh Transom (InatsnglOutaw4ng, OlX configuration) 18 r. Therma-Tru Fiber-Cleaek arid Smooth Star Nominal 8&k39;8AquotNor-lmpact9,quot, Opaque 12/31R022 No Yee No N/A :Y45 EJnY el 0413 23Le Date pr ing Darr 4-2lla Linnt'n, o' u-T' °- owl PxoPIind j Quit, � �+= -� � U., "a"J""I (I r. Composite Edge Fberglass, Single Door Wth _yg8 yors,gn Manufacture r SipICa6 EnMnea a License Yabdalcd By ymlaaed a5119md70➢ FBG A[m, yr Auu,uvad Sl9lY] type Ye171g11 ManWMur.r Cgr4acl Elydaaa A l.icsm, YaIIJaI•tl By yLgIIW Submitted FBC Ao ti-g! 8gglyyyQ Waluv TYpt YSrgltg_j rylauWf34 tit Cv72641 mauneer b License Vandat•a By YYIiMatd 3LIguilltd IN A)riesul J Au Olovio $taupe O.OXtor and c n.om {IruwinglOuhwrg. OfXO OIOX or Cl eon6gun8one) Re.Naion 2020 Jamez 11a010 Building Products. Inc. Chad Dlercka V. Andre�r' Tan John soulhard, P. E, Ot,U52027 12n42020 Olpe,^_021 .lung rn;' Appr� grnldrn 'Nr30 Alslde Nick re amson Lyndon r. Gehenna. P E Ryan J. King, P E DWIW21 02n5cX21 0227/1021 Out Y-t021 Apprnmd Rcvsan 2020 GAF Mlaeal Sean gabM Nominal Donn W Kntzawd+. PE D928f2020 O92112020 100022020 1211 N2(120 Anawed 19 a. Thermo-Tru Fnm Classic and Smooth -Star Nominal 68,1139;9&quot,Noo4onpad8quot Opaque 12137/2022 No Yea No NIA category: Panel was (9(39)545 �8350 PE-61e82 13525307-2529 c .gory•Panty W.P. tMO)922-2389 Pe-43409 (913176147555 causal Rooting (600) 706-341 f pE-59166 (04)772-BZ24 Composite Edge Fiberglass, Single Door with Subcategory: 91ong chad.dlercksQiamrM•rd 9,11,CaegOry: Sd ifis nthanpseneala ar com eubCaeppry: Aspnea Sin oges. m9tiihe9a11.0em mi Siddka+(L) (Inevnng/OutaWrg, XO. OX or OXO Compllante Method: Evaluatch Repon aom a e ,om compliance Method: E-1-hm Raped from a Compliance Melhw: EYNUNI(n Report from e Continuous Head 014 SIII osofigurMia•+e) Florkle Registered Architect as Licensed Flaaa Florida R.glstend AroNto,it ore Licensed Florlda Ronda Registered Archllect or a Licensed Flddda 20 t Therms-Tru Fiber.CMssic and Smooth -Star Nomina188a39;06quet Non-Intpad&quot Opaque 12131/2022 No Yes No NIA Prone-.1 Engineer Prdnama Engineer Professional Engineer 9 Composite Edge Fibergl ver Single Door with FI11g'17A-q2B Rodaaef• Sidelite(s) (InswrWOutewtng: XO. OX or OXO FL+!13192-RB Products FL1w s272-RS Products Continuous Head and Sill configunaborm) Q „IIN Asw a (w Use Ail yid for Uw grave, ADplIn (r Use Aocl Use . D..tira �(gdt A.NrMaca Aawto GuaIM Assurance Angroy.d for Use Approved for UseWill 1" u. Therrne-TN FIber.CFaca6l and Smooth Star Nominal 51lui 8 6g(ioLNOn-Intpgd8,quot Glazed 12/31/2022 No Yes No NIA $rga RoOp(1 Model flMnha a Name Hll Rddett d3grlgl)l'!1 Ca,1ra[t Omallorl2ffi4 ID MVhZ Outside HVHZ ut S436UYU1 illisa PletttL-f s� Predict ModN, Numbr a Ne.w N product bnarlstla, Co+Ilrar�l LrlmlreNon [Ian• h RVNi Wde Hx DWa1rL HVHZ s"I l Resl.ta,t Pros_•un it14 P[adi,.l Mudd. Nurr+6er m Narry Rohet Druriotign Camarl tuWraLlen Datr b IVri2 o,daida HVHZ Rr+;stnr'I Pr+ssu;e -i.to lit-k Composite Edge Fiberg Uee Single Door with SIdO■e(c) QnsvAnglOutsWng, XO, OX Or OXO 1 0-venk Lap Sane fiber-samenl Sep aiding 12/312023 Yes Yes NIA N7A 1 a 60uIX276quol Sofa Vent or Sold Vinyl som 121312023 No Yee No N/A t IAF Asphalt Rod Shin9ies Fib"... relnlaad 14h, Ise-toetl. n-mu ;: Il A27In' 14 IVI, Cy' Conn r tous Head and Sill con igUrations) 7 Had.Phmk Lap Siding t oonst rna nl lap eidng 120S12023 Yes Yr NIA WA 2 b. lulud Alliance Tattooed. Soft Vent a lipid V" Sofk 12/31Q023 I'b Yea 1. MIA nlpRldpB asphalt shingies rat 22 v, Themta-Tru Fiber -Classic and Smooth -Star NOmiml8a.",O&quetNon-Impact&quilt Glazed 1231f= No Yes No NIA 3 c. dqua;G7aanbrosr Vintage 8eaded6a39. Soffit Vent or$did Vinyl Sofk 12/312023 No Yes No NIA O Composite Edge Fiberglass Single Door with 4 t1. Aqud:17311quot Scott Vent or Sdid VNN F m 12131=23 N. Yea NO N/A N Sldelko(s) (IneWngfOumwing; XO, OX or OXO 5 e. Aqud:Chase, O.k&qud; Sit Vent or 861d Vinyl WIN 1213142023 No Yea Fb NIA Continuous Head and Sit configurations) 6 f. 6qud:Supre $pen8quot %ffd Vent or &did Vinyl Sn* 12/312023 No Yes N. N/A (" - 23 w Therma-Tru Fiber-Clesak and Smooth -Star Nominal 66030:8&quot Non-Impac4quot Opaque 12731/2022 No Yea No N/A Composite Edge Fiberglass Door Panels lath Vented © Srddibe(e) (IriWnglOutewing; XK XXX or XXXX pa o0flfguretgna) M :a.24 M-iru gUOT14Impact&quot Opaque 1213112022 No Yea No N/A K ThermFiber-Classic ant na1 Smooth -Star Nomi811,011 &on- Composite Edge Fiberglass Door Panel- th Vented tZ G SidslRe(s) (I n.Wng/Oulawng; XX XXX of X)0X tL G C-1 N .5 y. Therma-Tru F Is.Cl...le antl Smooth.Star mnfg-hors) No 69039;8&quotNon-Inlpad9quot; Glared 1213112022 No Yes No NIA tV CMCor m are Edge Fiberglass Odor Panels vi th Ventedlu- C u scialie(e) Q mv4ng/ouorwng'. XX XXX or XX(X Florida Department of Business & Professional Regulation copra 1 cell Florida Department of Business & Professional Regulation Pairs I,ll Fonda Department of Burmese 8 Professional Regulation r.gr I a, � G con orations) BwldingCodesandStalldard5 All Building Codes and Standards g lfarm2l BUlldln Codes and Standards g nlnru:., ,N ,= _d z.Thermo-TmFiber-ClamicanciSr th-Star Nomnal8U39:D8gg t.Non-In1Pad&qualGlued 1213112022 No Yes No NIA N Hri! Composite Edge Fibergli assi Door PaneM vAth Vented Sideibil QnswtngrCu[sweig, XX. XXxd XXXX Product Approval Application Detail Product Approval Application Detail ----- Product Approval Application Detail - at y Y configurations) G- v 27 za. Therrra-Tru Fiber-Clalal and Smooth -Star Nominal8&k39.88cluot.Nomtr Wut&quot Glazed 1213112022 No Y4as No Nle, .L-a E " Composite Edge Fiberglass Single Door lath 3&01390 rLt1232949 Sidelke(s) 9nsw rig/Outswrg, XO. OX a OXO s-ed: Entity go 2,3us Dint, Prndina k" Crd9 t^.9r n �t 2idt prise punting RM Sr$Q4 Entity ! 20 2Le Catr pertain g 2411 V 20 zb. T'harmi FearClaSel0 and 5mootti-Stir conflgurallons) Nominal66J639,8&q=,14cn-Impacd&quol Glazed 12/31/2022 Nd Yes No N/A 'tf7p Y...... Manur.clura, Curiul Endruer&Li.... Validated Us Yalioacd 31tb10alalt FBC Arrmno-I BgggyAd Shiite iul Ya..nlol7 Manuractu+.r N•o .,., r�<,dne.rfl user VNItl01•J Uv .e YNltl" haler Bt FBC A-1- Aloes of status. lyps, Version Mina,ra1w. CSNsc1 loyneer a Urania. yaldelea tW VvI_d1e�d t4gWd !B1t Approval lip&-vw M,,-. 3 Composite Edge Flborglase Double Door with R.V 9 X20 TAMKO 9uNoing Products LLC Kern Ed MI Robert Nisermen John W. Knott PE 10941 ' -) ,�'�✓IW2020 laAW020 12A52020 Apprawd H.N:kn, 2070 L V Thompson Inc doe Thompson Architectural Tony Christman Zachary R Priest slimes K Ul PE Own TIMM "1luT= Og222020 12n5=20 AWwet R ..' :owl Florida Meth Products Inc Clark JMaa James L Bucker. P.EQ Steven M Undi PE OWY2020 092512020 1W.IMM 1211&2020 Apl,r;...c I aliAl 0 Side(Ite'.(InsWng/outaWng; Wii Category: Homing (411)824.6644 PE-5g166 i954)772.6221 Motels Comp.ny rrAli (913,248-3450 PF'74021 i. 117)317.8454 Category: Rooting till 783.8400 CSUCK Enaneering (711)311-8454 > O configuration) Subcategory: Underl•ymants kern_etlen,l$larao.com Category: Roofing tory(Q9omat•koofing,am Subcategory; Reeling Acceaev that sue an Clark®fl•mcocan PE-31242 l0 T 29 zc. Themes-Tru Fiber -Class, and Snlocdt-Star Nominal 8&k39;0 &quotNon-Impad5quot Glazed 12131=22 No Yes No rVA Compllenn Method: Evsuetdl Repot tool a sub Car egory: Roofing Accuascrlet lost ate on ime 1 Part or Rosen stem 9ra gay -� tZ Composite Ed a Fiber Iasi Single Door with 3&k39.D PO 9 9Compil Fls4da Reglrlered Nchnecla a Licensed Florltla PM M sh. Method: EvplUMlm Railed from e us E Sidelie(s) QneWng/OUteWng', XO, OX a OXO Prefe-al Enter- tin d:R.1mgeAl R Complanrsi Evakteem Repot tom H Florid9 Regl.terod Ar`nitot ar a uem,d Florid• Flood. configu atone) Flakla Mchllect ya LlcansM Fl,xkfa filed A prdeselonal Engineer p 30 zd. Therms-Tru Fiber-Cla c and Smooth -Star Nomnal BSk 0&quoLNoh-ImpaczBqua Glazed 123112022 No Yea No NIA PrMerslona Engineer Zal E gin 0' Composite Edge Fiberglass Double Door with 3ick39.0 S'rdellies (I ncwingtOutaWng, OXXO FLs1212Me RoOude GU IIb Aswrarar. Aga[Oawd /Or U.• AdorOVW for Ufe eZlgigd 2HFIBL' fl1N'1991 a-q]PradueK FLM215M-N2 Products tiiaM AfeurMn[r Approved for into Apprawdia Use ima3tl Qlklm - a.. ra,,. 31 2e Ti1ernla-Tint Fiber-Clpiaicand Smooth -Slur OOrkgUranOn) cofigu 7&a39;0 &quotNortilmpad&ga4ot She IN ti3112022 fN0 Vas No NI,/, Leak prvduci Medal. Number or Namt Product D..crbibn Contract Eaokdbn Dtls :n HWZ OuleloN HVHZ t usual •d P � Quality AiiyraYe Amoyadfw 9ra Apaeve.l Iw Die II>'l Dew", $ea. .1oo l boded teradn•r a Me- Codr.cl E1,drYlpn pal. In HVHZ Dahl HVI fo riyaM Plan - series Composite Edge Glazed F,berglasi Sinele I TAMKO Raul undtrlayments(HVF27 Rndundenaymanls f-te, in Fac tong 06I29,202 .es tic N/.A N/A $•ua PrvdL Motlel. ny;gr or Namm p4,p{g tDurgmod., Cgnhad LagA noaae la.b1➢S Coald•NVIti Eaaliiat Paatun 3- FLAMC06q":RV lO Ridge Vem&que1: Aluminum Ridge Versus der pdched roofs fabricated 12212024 PJo Yes No N/A Door Wth or without 1&k392 Stdalill Iunvili'mns 1 TAMC'O Flat T UfRI 0.' tl9e Vent s1n rsado for iNe 20 pa. static roof venilhtar allh bole 09/092028 Yea Yn NIA N/A from 0 025' aumnum QrlaW ng70utevring, X OX. XO Or OXO configurations) 2 TAMKO Rod Undarraymems;NON•HVHZ) Rodundedaymans for use In FBC nm44VHZ otv2s7.1023 N. Yea NIA 111. 2 TAMCO Gooseneck Vent 20 got. 09/092026 No Yea NIA e01-52.5 iurisdUigns 3 TAMCO OB-Rldge Rod Vent 1010 P.M. 20 ga. ri roofventllata whh iulograted barrio 09/0g207.6 Y. Yes N/A n1A 4 TAMCO Round Tap Ott -Ridge Vent+.Arm Bello for Into 20 Oe, static roorymblator with baffle 0sh" 028 Y. Yes NIA NIA Florida Department of Business & Professional Regulation Pagel of Florida Department of Business 8 Professional Regulation rel1 da Florida Department of Business & Professional Regulation P.ge I M 1 Florida Department of Business and Professional Regulation BuilThng codes and Standards 11712o21 Building codes Arid Standards itiroW1 Ruilding Codes and Sandaids 12541122 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W Product Approval Application Detail niarM," _ p� Room Coins jj lLa ygptpp Manu/eclurar Entity w Cuntia rnoineer 6 Lice,iae Vididdi Sir 291 agar- Ditt2inclag Ykggateg sugrinitlgd FBC AonmvN 2m A-,d Shorn Q291 ]Ygt YMi n, MJ2aclura Bull or evriled Erolnear & Licenaa Valdosta By 291 211.11, Validated Sol Al Urge I'anding rDC AomoY+l ga{a A,,,,d rMAWL ode jam! Vamm Munuter,-lulw I.:ntity nr Cu tact Enomern & License VNlidatW By : )ant :Date Jam Pandang Wit, Validated Swop iNed FBC AOvroval A@pro_wd sla�ux FL#5259-R31 R­­, 02p thence K.amn. Je1by James L Luck- P E eleven M. uneh, PE 11/232020 41/232020 1I2a2020 Amp FEU Awl R.Usbn 2D2t7 etrral Reding Andersen Rabin IAPMO unit.- EwlurtiM Guy W Weiker 11a32o20 1IAi �T11!ll 11IDSri020 Approved WNISIsr 2020 Global Protection Products, LLC, Tim Robinson Walter A Tilt Jr, P E John W Kouresieh, PE D91082020 09A08=0 10ATIM20 121IF12020 APprrn'ed (D Code f-ntliy_x 2aiLg Date Date Date Status Ca•groy Reding (501)ae36163 PE-31242 (717)317-8454 Caus", Rooting (801)380-ml S-las LLC (205)854.0100 Category Jluteera (954)889.7545 PE-44167 (954)772-8224 lam T Version Manufacturer Meet C4._._ �19Ln-€@L� Validated BY Validated SLIbIn IK@d Ing Appro AppfoYBd SubcxalIDry! Rooting Accessuleatun lean Pert Roofing System kisley�Momencocom alaaCala9dry: Rooting Tile Compllanc•Melhod:6vNvalimRepdhema RebinArrdersonebael co on Subcategory Sknm Panels Compliance Method'EvaluelbnReport from a robinsonagppent com y� Revision 2020 POLYGLASS USA MauryAlpeft, License John W 10/26/2020 10)22/202C FBC 12/15%'(?; 0 nragraorme Ctrtpuana Mnccd: Ev.lueton Rmat ran. P-Aun E+,alwt)m Entity F Iorlda Regstered Architect or Licam old Florida 'gym Roofing 595423313305 Category: 9 mat l P of gift lass.00m Robert Nieminen Knezevich, PE PgY Approval FMalda ReoglemdAichnKtera Llcensednokida FLa7s411.R12 Products Profssoanal Engureer SubCategory: PE-591®6 (954} 772•B224 11/G112v U Praenlmal Engineer FL■15o164teProduct6 U nderla tT18ntS y FIN17 RE Products S y W induct Model. Number or Nana Quality Assurance, Rodua e.. �j z Ag AidLuproad rUY ( t i Qujty Aisuranea Approved for use AnnMel for use e Compliance Method: g7Jaut�tuai<e Aoaroved for use Agoravad 1pi.;lse Inmo.+c1 pesivn i6 s Saxony - 9naxe. Style, Country Stale. spar ad Enp,9h Dan'. FBt Prdiie- Denver. CO 11/31fz020 Nb Yin Nfq MIA �f RodUct Model, Number or Name Product Decarldion Contract Expiration Gate In HVHZ Dutcide HVHZ RrNlstant Pressure a Evaluation Report from "ono Rodud aladm. Number ur Nmw $ ggg Control Earner- C., a NVMz outslds NVNt Re.i+- ant mat_ match vamp. knead 1 20 Gaga Galvanized steel Storm ParrelaMVFIZ Corrugated GaNsinized steel Storm Panels retained 1231Q022 Yen Yes Yee WA a Florida Registered neck As' DA4w'Tfa-HudtUeek-AirDA-4 LwPrdae,Pdypropyl.h.Phasc,RodVent 121102025 Nv Ves Ido ;1;75 17 Ssxeny600- State Shake6amp:Sold Shake FlatPril- $twitter CA 12131M20 No No Yoe Yee NIA N/A NIA N/A or not byaack,toprovider hurricane protection �J Meehenlasy Aheehed to PNa'ood OaeN, is Saxony 800-Stall. Shake &amp: Split Shake Flat Prdl. - Riat e, CA 12/312020 2 24 Got Galvanized Steel Storm Pre-lu Nid" g Corrugated Galvanized Sbeel Salim Panels retained 1231iI(M2 No Yea Yee NIA /'11 Architect or a Licensed 19 Sezpny 70p- eheka. Stele hemp; 30i1 sharks Flat ProIIN - Slwklen, CA /2/31 /2020 No Yes N/A NIA Or not by notice to provide hurrkana protection. \ll Plorida Professional 20 Sesmy700- Shake, alai anni, Son shake Espana Fiat Profits-Rleta, CA i2/31Q020 High Profile Kay. TX 12/3 Q020 No No Ya. Yea N/A N/A N/A WA Engineer 27 Talent /aercelma Lev PruNe Katy. 1-X 12/]12020 No fast N/A N/A 26 Vlla - FI-#b2b9-R3t Products AsburgalcA for UFe ADnrovedfor Use lash' PegA Product Muriel Narrb. or Nan, ona Ili MYHed Contract Prorlua Deccrl tun Conn atl Emir on In NYHZ 4(Aslde HVHZ Resl statri Pies re Date yrnent• Fooling under) 1 PolyglassRoot Undeda ayrri 10121T-1022 No Ye: NIA HNIAI-622.5 !� 1 Polyglazs Roof Undertayments (HVRZ) Potyglass roof unesslaymeras for use in FBC 12/2372023 Yes No WA WA HVHZ j 0 2 PPolyglass;Roof Vntlerlaymrntz (man-HVHZ) rotlona. Play➢lais ss root undenaymeras, for use in 12f234.1023 Nn "r. NIA •WAI-022.5 O FBC non-HVHZ judsdlctions Florida Department of Business &Professional Regulation Ha'1« 1 cl , Florida Department of Business8 Professional Regulation Alan d1 Fonda Dope rtmant of Business & PlDrassaonal Rogu Yatial vagr, N1 L_ 1 Polyglass Root Underlayrllents (HVHZ) Polyglasi roof undenayntil for use In FBC12/232023 Yes Plc N/A WA Building Codes and Standards ,-.. -,�•-. Building Codes and Standards 1/7rdm Building Codes and Standards HVHZ turiad"cans 2 Polyglass Roof Urearlayments(non-HVHZ) Polyglass roof underiayments, for use in 12Y23=3 No YM NIA .WAI-6225 Product p pprovalA Application Detail ProductA Approval Appiicabon Detail PP productA Approval Application Detail PP LL FBC non-HVHZ judsdktiorro k . _.. ., 1 Polyglass Roof Undedayments (HVHZ] Polyglass roof underlaymeds for use In FBC 12232023 Yes No WA WA a HVHZ jury icliorts -' . 1tLM1774.R6 Entry or D9ig P➢tt Date Pardlna 2 Polyglass Roof Undedaymerits(non-HVHZ) Polyglass roof underiaym ergs. for use In 1212312023 No Yes NIA -Ni Lpae Enat Pr Pate hilt ing Q■a.Ptad!na Dr9r SrgdR CHEW of Mite $3t4 Pat PoIdIn9 D�/14 }e FBC non-HVHZ iuriaulictunis TynE Version Manufacturer Con et Enq linear&Llcerlee VallOated lag Vailtlated BUbm NMd f19C: Apnmval Approved BLd1Ya lYge Yk(]t➢0 mt[klikgtyfl[ ,gpnegt I ni.r&Ucynu Veadol lLW YAPitteyt $!Ll'1.71}It(i Fatepto 11A,!^iQ'I AggiVyLi,] 111r 101i:li iflaWi /tin rJU,R Ywslun Iganvlacluler - ,gam 'eahna A L..n.. Yalechil Its OlYM Grolrbal Jd,n Hw IVtllilel•d Submitted ILIC oval A-Inad t. d U 1 Polyglass Roof UnderiaymMts(HVHZ) Pdy9las: root urtderlayments for use in FBCinJ232023 Yes No WA WA Revswrl 2020 AIIAmerican 5h uttersaM Glass Mice Barbieri FmnkL Bernardo. PE Troy BshigJ, P. E. 10/2812020 10/1512070 t1/05f2020 1211512020 Appraed P.ewslm 2D2o Alpine -, e Ir.,. PP avert Le.n• r :t a riot Service, LLC William kamm�. /'r"in 1Or,'11:'i II t,y1.. 1- ,.. a rTnd ,,van,.n !e:o r r:ommo ctilCmuela Rwu<N.Inc. mNIA Robert 99 e g y HVHZ junadicli n Category: Shutters 1561) 712.9882 PE43040549 1954) 947A880 Caaegory: 9huclured components (321) 710.3377 (4071 641.1917 Cal e9wY: 91rudM9lCarlparema t8/3)Mill PE-342/5 3^.an elm 2 Polyglass Roof Undedayments(non-flisl Polyglass roofunderlaymens, for use in IV23=23 No Yes WA -N)AI-6225 Subcategory: Storm Panels mikebp9llamerkansnuhe aabCdagory. nu.. Reles stepese.lpnellw com Subcategory: Products Introduced as a Result of ptsceageter(�ryalwovom FBC non-HVHZ judcdolons Compliance Method: Evaluation Report from a ra com Compllatta fldhed Emduil Report/ran. 11- ty TvchmA y Method: Ll'auNim Ropon mom Pbr Wa Regiehred Architectora Licensed Fkrda Rsual Evew•um Entity Cwr,pllYlu a Poree3-1 Engineer firJUALWAIM Fiudde Rplela,W Pocill a e l.rcensed Fludde P,,A s n•I Eng- O F 17 9. 3 Ltd 08 R Froducts quart Aa<ur4nc. i aourovao par Sao arn,rnved tw u.e Im � ne•laa L� Quality Assurance (approved for tide Approved for Use Imoaal Design Ael$ RoductModil Numberor Wort Product RWjlprl➢g coiurwtExpirmlm set tHNOA Outride tlyHZ RICIIAM Plnwri FII7774-RB-gg"gyste S.RA Prod uct Model, Nuaripar larlitilmirsta Product DaBgri lal Con[Flea Fir ratloIt Data to HVHZ Qut$Ida HVHZ. !!t aalsiM Furniure 1 ITW SCCfAki Hipper Strength lH bsmp S) Merril Connects nele 1b31/2024 v.r. 'fps N/A NIA Uuaiem Assail once AnnnvMra uap A+u!-si p 1, huril l 24ga Galvanized Steall Storm Panel. 24ga Galvanized Steel Storm Panels 121311.11322 Ves Ya1N Yet, NIA 2 ITW BCC/Anlna Hinge Poste Well Connects Plan 12JI12024 Y.A. Y n N/A N/A Laa k Product Model. Number or Name Product 1),"rie loin Drnarad ExdralPn Dar In HVHZ Outside Holz Reelalent Qjt,i llf^ 7 ITW BTruce,m COr)IM Truce, Metal Cottta Ptak 17/31202/ r.s 5r5 NIA NIA Wily Ra rn ilostraCortwrclel Cawrbk Products Precast and Prestressed until Cuntil U5252024 Ito Yr+ N/A W tuA ^, 4 ITW BCO/Alpine WOv MAtal Connector Plate 121312024 rn in, NIA NIA �{J m Florida Department of Business & Professional Regulation Fags / d2 Florida Department of Business & Professioral Regulation re3o , ., , Florida Department of Business & Professional Regulation BulldingCodes and Standards roue I ore arzart2l 0- Building Codes and Standards 10rg2021 Building Codes and Standards - '-• Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L O CIO .. ... - ... w 2ia ., pat,P din. pt? nQ r EouSY.g- e O4o eendlrm 2ua Qa6g a sae. IN of Entity 2ffi2 1251.E �3PPnalltlp Ella M= ysrslnn Ma01�GWr!r Contort Ensins,&Llcatue Validated 0, Validated Submitted FBC Aupmvel Apposed all API'. Yel.loi, Manufa[lurel Cam! Enuirl6 Llcen.e YaA""FiN Validated vupsltriI FBCAWrgy0 Approved f&at54t s into,. V-0. Mand.clon Endmorra, Lk-,&yaddAd By Vn Ma .d SuLmlhrJ roc An-i,al Patrol filitl4s? Rewabn 2020 MITM Inc, Erin Walden ICC Evaluation eirslce, LLC ICC Evaluallat Sawtat. 08A 12021 OWIOd2021 allnW2011 er,pn>t.c,i ReNpon Z020 Weya,heeaeer Rob Ushrin ICC Evaluidi n Serhe. _11. on Let,rer. P E 02/022021 10/13/2020 02/0302021 Apprd+ed Afrnri 2020 Alpha aumnum. Inc. Jose Sava Lull R. Limas Steven M. Wish, PE 1111 W2020 111 1112u:o 11202o2o Appwed � Q ri � �/ Category. atrusssl canna arc. (,l 898-8635 LLC. Category: so-octo al Co incneMs Subcategory: [ dr -d! Lumber (25S) 924E478 luoa) b39-326a ealepory: panel Wells aueCalapory: Soll i505.20a8 PE-62514 171 i1317-915/ olphr alrarinue nceVill SubCMegary: Truss Rain Compllance Method: Evaluation RepM from a _uornam,.aom 1MI, 50-98M carouance Method: E n iuselon Round from It Entity Robert-8•Ids'Ina-yerlu wa c°^1 CompltMca Method: EveluaUm Repot tan a Florlda Repieerted Archlta<I Licensed Florlda o com z Proud EV4lwlbn Enilry Product EvelthulOrl or a Fdrltw`r7.Md land up" n,cHt o l Engineer )!1ia197RB RsdK.ta Coolant Asrurmce art.-ed ror use Atic-cal for Use 1111RIla Damon I'Ld1)S44-135 RodLkm J 03idlltV A44ur Mitt APW,M lot Use &ggLOVed Sol Use IIIl cl Ordain $f43 Prof Model. Nominal or Noma Product Deserlptlon Contract EmAralon Dar 1, HVHZ Widd„YHVHZ I Ant PrefGum UgJLiFUI-dU:t AL•1HgYtdiirSL6? LSgpIfiside andidti ou fill allaJ9ia"I. NurNen a N& M Rodua [imimtto c9ilUWFCrgtl:AcnI)4tr ID..tI.iR(i 9A9dE-HVH4 Resistant P(tuilla Nacrdii LUL Laminated Veneer limbo, 03/31=23 rJi> H:I, IVA tJru r Roducl Model, Numbs' ol. Noma Plg➢iagLJ�suo<Wa (cord I hFnda on Ualu U111Y}1L Dupd• NVNZ HVHZ 2ltilrlan Pi dtulu ),." 1 M16AHS^, la W Alpo strength Irueaemn•da pieta 12/312021 Yea vas Yes N/A N/A t 2 Paral PSL Pirelli M ar,d Lumber 03/312023 re, Nfh N/A ha aumnum sold Be Versed Aluminum iiii AD mD Alpheaumloum8d1d6arnp, Vcntedaumaluu, nnsr'�;; �::; rue lee No NIA 2 M1BSH9 18 pre. cope hlgn strength trust cmneda plan 1213120R Yes N/A N/A 3 Tnlbabloard LSL Wmha 03/31/2023 Laminated RhinoComposite ; ni NIA N/A CMU 89 mil; Waotl SdtlU CM damp, Wood _. SHEET N0. 3 MI 16 16 pa trust coined. plate 1213112022 Yes Yee N/A NIA v d TJ rim Bn•rtl Structural ref Compoelte Lumbers Knietl strong 03/31 r1023 N1A NIA 4 M718HS 16 ga. Idgh strength lruw eonheclorP•te 12/31/2022 Yet, Yea WA NJA bead Rim Board 5 NTT20HS 20 ga. high 4tleeirlh miss emnMa plot. 12131=2 Yes Yes NIA N/A 5 W"Irrne-He' Ren Boil On-te , Stand Boom Ran Board 37r112023 r,u InI. N,A N1A e TUB. MT18 I g. cow cmruda pal•• 12/3112022 Yes Yea NIA N/A. 7 TL2D, MT20 20 ga. con L'aln0dor Belot 121312022 Y. Ym N/A N/A August 10, 2022PA 1 ■ N Ronda Departmera of Business & Professional Regulation nay, r eft Florida Department of Business & Professional Regulation new .I1 Florida Departmern of Business & Professional Ragulabdn r.Q.+ w 1 Ronda Departmem of Business & Professional Regulation No., oil Building Codes and Stwndarda e1WO22 Rullding Codes and Standards enaam2 Building Coders and Standards en�lw2 Building Godee and Standards 70 Product Approval Application Debll Product Approval Application D9taa Product Approval Application Detail Product Approval Application Detail L F1A1420{#12 Ftg'1MNA4. . opa �2•I.P.nenu SAW � Salt EatlVi. sc ➢!le Dial P.nanD DJg Ea441 Sic Il,tr Peh o.t.r n Orb entlb Dd. smite F��r mon ➢o Oft, Qm I Typo Wos=0n Ys"ftwo Cgnbg E.jd-, 1, t.3gM• V414ebdor VOR61yA .�dtMd FKAppm.1 Mproad itiN!s � bn *'*i Ysnubdunr CgIN{y Eeair &IiDsrrss VFI_I _Yy V111*111 aubiitbd FBC Appgvgl Aggrg,rgd atplN! 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N) •40W0 5'- a-, 3 8,Ybs 100 M Fr[M Na M Avan6 S"sing Obr Dopy V" 2 4'anol •CX• e14ting Obw noo' (M V 826) 061240032 No Ym rAi -319-M 4 Bww'30 M tTnmpse MAvard Slldhg Obw Door Mr A C rgm PNfl FP U' U- (31cle1r, 47-IW'x 02/16(2032 No Yee Vp -20 25 9b,,9•) Cn W T W Cz o C- CL o L_ Q °L o w ¢ z z Q (ch SHEET NO August 10, 2022 PA 1.J2 -1--r > U O � L O • � Simpson Strong -Tie 2020 FBC Approved Products updated 12ldCN1020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r,0i Simpson Strong -Tie 2020 FBC Approved Products Updated 12/.or2o o � Simpson Strong -Tie 2020 FBC Approved Products �,[. -;, ,' ,= ,- �10� Q O For direct Inks to all SST approvals listed below, CLICK HERE. _ r-or direct Inks to all SOT approvals pried beow, CLICK HER E - For direct Inks to all SST approvals listed below, I For direct Inks to all SST approvals listed below, CLICK HERE W For additional Inrormatlon regarding Florida's statewide Product Approval System end Mlam,-[±ode r'ounty Notice of Acceptance (NOA). CLICK HERE For fldtllklnal Information regarding Florida's Statewide PrOdllal Approve! System ern4 NNaml-Dade County Noflge of Acceptance (NOA), CUCK ML'RE- = or eddUional Information regarding Florida's Statewide Product Approve] System and IVlarrtl4Jed0 Gorrnty c' ,['" 'N ' rJatice ar Acaoptsnce (NOA). - T Hr _ r-. additional l aregardingF '9 P a System lemi-Dad C n Far Information i lor da statewide rodiJCt Apprav I �yste end M e ou c ty Notice rx Air eptanee (MOA), CUCK HERE. j (D FL#2355-R7 FL#10446-R6 FL#104%-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8" to 3- (10 9/16" and heights ranging from 4.5116" to 11". Concealed flange Soa 8 Product Model. Number or Name Product Description Sea 9 Product Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description version (HUSC) available for models having width equal to or O O 1 Tten StemS less Steel Concrete & Masonry Screw U7NS) 1/4" diameter Then stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, STB, BTH Brick Ties greaterthon3-9H8", - O L_ L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3 (D Q_ 3 AP844. AP644R, APV866, APBWR, APB88, APB88R, AP81010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CSI6, CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9-1/4" to 16', O L.1_ _ FL#9599-R6 APVB44R, APV866, APVB66R, APV888, APV888R, APV81010, APV131010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3 63-SDS, LGU5.25-SDS Face -mount hangers (10 Q _1-- y-_ (�f 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVOJT2-e, Outdoor Accents Deck Joist Ties 5 CTS218 Compressions Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers U) (10 `�j O > c # Se product Model• Number or Name Product Description APVDJr2R-6 6 DSP, SSP; TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers _ E O L_ 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHHOIQ APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, H16, H16S, H16-2, H16-25 Hurricane Tres 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- � 1- }� i) 2 SD9112, SD9212, S010112, SDIO212 Strong -Drive SO Connector Screw a API-4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-to-i:,olumn Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15116'. - (n Q �- 3 S091125S, SD0212S$ Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SUS, MGU6.25-SDS, MGU5.50-SDS, MGU5.62-SOS, MGU7.00-SDS Face -mount hangers 4-- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SOS3, HSS23-SDS3. HSS4-SDS3 Heavy Stud Shoo 18 MIU series hangers Face -mount hangers available In widths ranging from 1-9/16" to 5- U) Q SDCF221134, SDCF221334, SOCF271958. SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HSTe Straight Straps 1/8" and heights ranging from 6-1511610 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858 SDCP22912, Strang -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, Hi HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ18KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16' and heights ranging from 3-1/16" to 13-34'. 7 8DE25112, SDE25134, SDS25200, SDS25212, SD825300, SOS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCS Framing Clips 16 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SOS2550Q SDS25800, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SDS25112SS, SOS2520086, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI.. GA2 Gusset Angles 17 LT820, LTS40 Bridging 21 U series hangers Faoe-mount hangers available in Wdths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 18 H2A, H2.5T, MB, HIOA-2, H1 OS, H1 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS16, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-114". 17 HCJTZ Heavy ConcealedJolstTia 19 MOT Medium GirderTiedown 16 HH4, HH6 Header Hangers 20 111 MST37. MST48, MST60, MST72 Straight Straps FLUJO007-RO /9 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 1`1910667-R6 20 L30, L50, L70, L90 Angles 22 MSTC26, MSTC40, MSTC52, MSTC68, MSTC78 Straight Straps giro f' Product Model- Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC88M Pre -Bent Straps Sec_* Product Model, Num bar or Name Product Description 1 ATR318, ATR1/2, ATR5/8, A'rR3/4 Threaded Rods 22 LS30, LS50, LS70, LSOO Skewable, Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1.9/1&'to 7- 2 3 ATUDS, ATUDO-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14. ATUD14-2 BP3/6-2, BP1/2, SP112-31 BPS/8-2, BPS/8-3, BP314, BP3/4-3, BPRTUD3-4 Aluminum Take -Up Device Bearing Plates 23 24 LSCZ LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Adjustable Stair Stringer Connector Field Adjustable Jack Hanger 25 26 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Medium Twist Strap Bridging 2 DGBF series hangers Its" and heights ranging from 7-1 W to 30'. Top flange hangers available in widths ranging from 3-6/6" to 7- 4 CNW3/8, CNW11/2, CNW5/8, CNW3/4, CNWS18-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW612, RCW614 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTU075, CTUD76, CTUD77, CTUD87, CTUD64 CTUD97. Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS16, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUDW 27 ML23Z, fv1L24Z, MLW, ML28Z.. M121OZ Angles 29 RSP4 Stud to Plate Connector 5I8" and heights ranging from 7-114" to 24". 6 1 N4, N5, NO Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPS Stud Plate To 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUU10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS45 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Gips 33 ST9, ST12, ST181 ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1rT. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27, TB30, T838, TB42, TB48, TB54, TB56, TBBD Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC22, RTC44 Rigid Tie Connectors 35 TWB1 O, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-V4" to 32". 12 URS6 5I8" Uplift Rod Run Tiodown System 34 STC, STCT, DTC, HT04 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8100. WB1080, WB120, WB126C, WB143C Wall Bracing and heights ranging from &-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" end heights ranging from 11" to 32" FL1F1,0441-R5 FLM 0531-R5 9 HB series hangers Top flange hangers available in wdths ranging from 1-9116'to 7- FL#10447-RS 112" and heights ranging from 8" to 30" Sea # Product Model. Number or Name Product Description SadA Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114"to 8.7/8" 1 DTT2 Hold-down Soft it Product Model, Number or Name Product Description 1 C81­12 374.5, C81­12 37x7.63, CSH2.37xg.75 Concealed hangers and heights ranging from 10-if2" to 28". 2 HDC10/4, HDCIOt22 Hold-down 1 PHLIP Adjustables Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQII, HHDO14 Hold-down 2 DSC2R-SOS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18'to 3-WIO" and heights WS" and heights ranging from 7-1J2 to 37'. 4 HOU2, MOW, HDLi HOU8, HOU11, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from O.1/8" to 23.15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS. HGU5.25SDS, HGU5,50SDS, HGU5.62-SDS, HGU7.(XLSOS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 8 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC422, HHRC4/1.81, HHRC44, HHRC5.2513:251 HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" Ici 3- mi 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9118" and heights ranging from 18" to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1 SI, HRC22 Hip Ridge Connector 318" and heights ranging from 5 5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purHn anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116' and heights ranging from 5.318" to 13.1/8", 10 PAI18, PAI23, PAI2a, PAI36 Strap -style purlin anchor 8 LSU20, LSSU26, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9115" to 5 11 STHDIO, 6THD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer a HHUS26.2, HHUS26.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16'to 15". Concealed flange 12 STHD14. fSTH014RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUSZ25MO version (HUCTF) availabio for all models having width equal to or N 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". 0 THAC422, THA426, THA422-2, THA426.2 118" to 5-118" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widtha ranging from 1-9118" to 7- N 12 THAI1.81122, THAI2.06122, THAI2.1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sited for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.318" to 26' M 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models. only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/16'to 7- O 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 32'. o 15 THJM2.4-SDS3; THJM2-SSDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9MO" to 3- m ;p 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7/8" to 19.114". Concealed flange 5/8" and heights ranging from 9.1/&'to 16' L AJ u :W L.W 42 o" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors warren (HUC) available for all modals having width equal to of 19 JD series hangers 9 Top flange hangers available In width of 1-9/16' and heights i9 c+ 18 VTCR Valley Truss Clip greaterthan 2.9/16" ranging from 53. 18" to 7.1/4" rs r` o fO 10 HUC01.81/9-SDS, HUC01.81I11-SDS, HUCO210-2-SDS, HUCO210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in width of 1 9/16" and heights m N SDS, HUCQ41O-SDS, HUCG412-SDS, HUCQ5-25/9SDS, HUCW.25/1I-SDS, HUC0610- ranging from 9-3116'to 13-118" c L+- a SDS, HUCQe12-SDS m rt= C yp N Y 4: N QL W E + C on, .� Q u .- � 3 i ea W CD - u m d c 4 c E ro c a. u 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated l Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 _ For direct Inks to all SST approvals listed below, CLI _ For direct links to ell SST approvals listed below, CLICK HERE. Fa direct Inks to all SST approvals 1i below, CLICK HERE. - For direct links to all SST approvals Ned below, CLICK HERE -Dade . For additional information regarding Florida's Stelawrie Product Approval t,y;iem and Mami-Dade :;aunty N[rtice of Acceptance (NOA). y' HERE. - I additional infametien regarding Florida's Statewide Product Approval System and Marro Dade Canty Notice d Acceptance (NOA). CLICK HERE e 0A Clu:: ERE Fa additional information regarding Florida's Statewide Product Approval System and Matro-0Dade County Notice or Acceptance iN., ), k FJ -• For additional Information regarding Florida's Statewide Product rove] System and Man County Notice of Acceptance (NOA), CLICK HERE. 9 9 Approve] Ys 21 LB series hangers lop flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 SILBV1.56, SILBVI 81, S1LBV2.06, S/LBV2.37, S/LBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 53/8" to 15.116", S1LBV3.56, S/LBV3.62, SILBV4.06, S/LBV4.12, S/LBV4.28, S&BV4.76: S/LBV5.50 6 Strong -Bolt 2 (ST62, STB2.4SS, ST82.66S) Strong -Bole 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sec 1I Product Model. Number or Name Product Description 19 S/LTT20, S(DTT2Z, S/H7714, HTT4, FITTS Holdowns steel and Types 304 and 310 stainless steel ranging from 9.3116" lea 13-IM". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S+MST72 Straps I Is mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD•CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 senss hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and 24 ME05, MEG7 series hangers 718" and heights ranging from 9" to 33-1rZ' Top flange hangars available in widths ranging from 5-114" to 6- 3 4 HUCO210-2-SDS, HUCQ210.3-SDS, HUMS10-SDS THGBZ.. THG83, fiHG8H2, THGBH3, THGBH4 Joist Hanger Joist Hanger 22 23 SSP, DSP, TSP STC, DTC Stu d Plate Ties Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7', 5 THGQ2-SDS3, THG03-SOS4.5, THGOH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tien HO Rod Coupler (THO37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116'to 5- 6 THGW33, THGW3-4, THGW4.3, THGW4.4 Joist Hanger 25 TX37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9.1/4" to 24' THD50234RH, THD10212RH) 26 PF, PF8, PFOS, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry (D ranging from 3-3/8" to 7.1/8". FL#i l473-R5 FLtk13O04-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- Sea X Product Model, Num leer or Name Product Description step II Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor I CCQM3.52-SOSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQM5.50-SDSG, C=W.82-SDSG, CCCQM4.e2-SDSG, Scg 8 Product Model. Number or Name product Descriiion 3 H16, H15S, H1e-2 H16.2S Hurricane Tie CCCQM5.50-SDSG 1 Ar-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HFTA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4(7, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL1e, HETAL20 Embedded Truss Anchor ECCLLQM04.82G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLROM04,62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry T Seg M Product Model. Number or Name Product Description 8 7 HGAM10, HMO HHETA/6, HHETA20, HHEfA24, HHETA40 Masonry retrofit connectors Heavy Embedded Truss Anchor 3 KT, ECCLRQMD5.50G-KT HGUM5.25, HGUM5.50, HGUM7.00, HGUW..25, HGUM9.00 Heavy Masonry Hangers 4 5 Strong -Bolt 2 (STB2) Titen 2 (TTN2) Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete ^ (J 1 ABA44, ABA44R, ABA46, ABA46R ABAe6, ABAWR Adjustable Post Base LGUM28-2, LGUM28-3, LGUM28.4, LGUM210.2. Masonry Beam Hangers 6 T tan HD (THD-H4SS, THD-HSSS, THD-CSBSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46. ABU4611R, ABU5.5, ABU5.6, ABU65, ABU86, ASU86R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SD82.5, LGT4SDS3 Girder T edown 4 LGUM26-2, LGUM26.3, LGUM26-4, 3 ABUSSR, ASUIO10, ASU101 OR. ABU1212, ABU1212R ABW44Z, ABW44RZ, ABW46Z, ABW40RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 9 10 LTA2 META12, METAtt3, META18, META20, META24, META40 Lateral Truss Anchor Embedded Truss Anchor 5 LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM41C MBHA3.12M.25, MSHA3.12/11.25, MBHA3.56/7.25, M8HA3 5619.25, MBHA3,58111.25, Masonry Top Flange Beam Hangers or 316 stainless steelwith hex head, and 316 stainless steel with countersunk head MBHA3.56/11.88, MBHA3.68114, M13HA3.56/18, MBHA3,56/18. MBHA5.60l7.25, 7 Titan Turbo (TNT) Than Turbo Screw Anchor for concrete or masonry co 4 AC4, A04R, ACE4, ACB, A06R, ACE6 Post Cap 11 MSTAM24, MSTAW0, MSTCM40, MSTCM60 Strap Tie for Masonry 6 BC4, BC46, B04R, SC6, SC8R, BCB, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry 1013HA5.50M.25, MBHA5.50/11.25, MSHA5.50/11.88, MBHA5 50/14, MBHA5 5OMS, 8 C844, C846, CM, CB68, CB88 Embedded Column Base MBHA5.50118 7 8 CBSQ44-SDS2, CBSQ46-SDS2. CBS068-SDS2. CBSQ88-SDS2, CBS088-SD32 CC, ECC, ECCU Series Embedded Column Base Bolted column caps with W1 ranging from 3-114"to 9-117 and FL#11496-R5 6 MBHU3.56I9:26, MSHU3.56111.25, MBHU3.5e111.88, MBHU3.56/14, MBHU3.58/16, MBHU3.58/18, MBHU5.5019.26, MSHU6.50111.26, MSHU5.50/11.88. MBHU5.60/14, Masonry Beam Hangers FL#16837-113 CIO W2 ranging from 3-518" to 7-112" MBHU5.50/16, MSHU5.50118 Sec X Product Model. Num ber or Name Product Description O 9 CCQ-SOS2.5, ECCQ-SDS2 5 Series Spewed column caps with W1 ranging from 3.1/4" to 9.1/2" and W2 ranging from 3.518" to 7.1/2" Sea S 1 Product Model. Number or Name DTT1Z Product Description Deck Tension Tie 1 X3461018.5K, X1S1D1e, X161018.4K, X01S1016, XQI61016.4K #10-16 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 Drill Point L Q 10 CPT44Z, CPT86Z, CPT88Z Concealed Poet Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224-2K #12.24 Strong -Drive XL Large -Head Metal SeK.Drilling. Tapping 11 EPB44A, EPB44, E113846, EPB56 Embedded Post Base 3 4 HD38, HD5B, HD7B, HD913 HTT4, I TTS, HTT5-3/4 Bolted Holdowns Tension Ties Seg M Product Modal, Numberor Name Product Descaeftn 3 XM0114S1224, XMQ114B1224 2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12.24 Strong -Drive XM Medium Self -Head Metal -Drilling, O 12 13 EPS47 LCB44, LCB66 Embedded Post Base Embedded Column Base 5 LTT19, LTT2OB, LTTI31 Light Tension Tres 1 SDW22300, SOW22338, SDW22438, SOW22458, SOW22500, SOW22600, SOW22e38, SDW22834 Strong -Drive SOW EWP-PLY and TRUSS -PLY $crews 4 XQ114S1224, X0114B1224.2.5K, XI 14SI224, XQ112S1224. X01 I2B1224-2K Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 }a 14 LPC4Z, LPC6Z Light Post Cep Point U 15 MP8447, MPBWZ MPS88Z Moment Post Base FL#1 M28-R5 2 3 SOWC15450, SDWC156O0 SDWH1WWDB, SOWH1940ODB, SDWHIPOOODB, SDWHiO800D8, SDWH191000DB Strong -Drive SDWC TRUSS Screw Strong-Drve SDWH TIMBER-HEXSorew, 5 XU34SI010, XU34BI01O.5K Drill #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws vvb 16 17 PB44, PB44R, PB46, P666, P866R PBS44A, PBS46, PUS66 Embedded Past Base Embedded Post Base 4 SDWH2740OG, SDWH278000, SOWH278000, SDWH271ODDG, SOWH2712WG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Seg # Product Model, Number or Name SB1 Product Description SB Anchor Bolts 5 8 SDWS16212, SDWS10300, SDWS16312, SDWS16400 SOWS19600, SOWS1971Z SDWS224DO,SDWS22500,SOWS22512, SDWS22800. Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Spew (Interior Grade) O 19 P044-16, PC46-16, PC48-18. PC84-16, PCBB-16, EPC44.16: EPC48-15, EPC48-18, Post Cap 1 SB5/8x24, S1371804, x30 L 20 EPC64-16, EPC86.18 PC4Z PC4R7, PCSZ, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPC8Z, EPCBRZ, EPC8Z, Post Cap 2 SSTS16, SSTB20; SSTB24, SSTS28, SST634, SSTB36, SST816L, SSTB2OL, SSTB24L, SSTB28L SSTB Anchor Bolts 7 SDWS22800, SOWS22900, SDVVS221000, SDWS221100, SDWS221200, SOWS221500 SDWS22300DB, SDWS'224000B, SDWS225000B, SOWS22800DB, SOWSW80ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) FL#35320-RO Seg a Product Model. NumtJeror Name Product Description EPCBRZ SDWS22100DOB 21 PPB44-4Z, PFB44-OZ Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSC846, OSSC848, DSHS Bypass Framing Drift Strut Connector W 22 RP8Z Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strang -Drive SOWS TIMBER SS Screw 2 F-CB43.5, FC845.5, FCB47.5, FCB49.5, FCB411 5 Bypass Framing FNed-Clip Connector a ^ SDWS271000SS, SDWS27120OSS 3 FPHSD34S101e, FPHSO34B1O18, FPHS03481018-5K. FPHSD34S1214, FPHSD34B1214.5K #10-16 and #12.14 Strong -Drive FPHSD Framing-to-CFS Sell- Drilling, Tapping Screws ICU Seq # 1 Product Model, Number or fume CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD34B1214, LSFC2.25, LSFC4.25, LSFC8.25, SFC2,25. SFC4,25, SFC6.25 Steel Framing Connector m FL#10866-RS 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHAIIS, FHA24, FHA30, MSTI26, MSTI38, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.26, SSC2.25, SSC4.25 SSC6.25, MSSC2.26, MSSC4 25, MSSC8,26, Steel Stud Connectors Sea # Product Model. Number or Name Pro Product Description MSTI48, MSTI60, MST172, S/MST27, SIMST37, SIMST48 Heavy Twat Straps FLAt18363-R3 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 1 FSA Foundation Anchor 3 HTS18, HTS20, HTS24, FITS28; HTS30; HTS30C 7 SC843.5, 9CB45.5, SC847,5, 8CB49.5, SC13411.5, M8CB45.5, MSC(347,5 Bypass Framing Slide Clip Connector a- 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LST173, M5rA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 3 GH46-6. GH46.8, GH48-61 GH48-8, GH410-6, GH410-8, GH66.6, G H66.8, GHeB-8, GH68F Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116. ST2215 Straps 33 mil (20 ga) spa x 1 Product Model. Number or Name AS 18, AS 1885, AS 16S6 Product Description 18 ga Truss Plates 8 9 SCS32-5197, SCS62-5/97, SCS02-&115, SCS82-5/118 SCW3.25, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 8, GH61 i0.6, GH810-8 6 LSUBH3.25 SUBH3.25, MSUSH3.25 Bridging Connector 4 GLMA. GLB58, GL65C, GLB6D, GLB7A, GLB7B. GLBTC, GLD70 GLST512, GBLT812, GLOT516, GBLT816, GLM20, GBLT020 Glulam Bearing Plate Glulam Bearing Plate 7 8 LTP5 1 LTSte, LTS18, LTS20 Lateral Tie Plate Light Twist Straps 2 3 AS 20HS AS-20 20 ga. High Strength Truss Plate 20 ga. Truss Plate 10 11 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 SS83.518 Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector 0 L 5 Hinge Plate Connector 12 XLSH34B1414, XLSHISB1414 #14-14 Strong -Drive XLSH Shouldered Sell -Drilling, Tapping 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA3e, ST6215, ST0224, STO, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Spews LLI C- 7 HGT-2, HGT-3, Hi Heavy GirderTredown 10 MSTC88, MSTC78, ST8238 Strape 68 mil (14 ga) 13 XQ1SIO18, XQ1B1016.4K, X0181214, X01R1214.3,SK, XQ78S1224, X07861224-3K, #10-16 412.14 #12-24 Strong- Drive X Metal Self �- S4 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12; MTS16, MTS18. MTS20. MTS30, MT824C, MTS30C Medium Twist Straps and -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 5181.58, S/81.81, SIB2.06, SB2.37, SB2.56, S113288, SIW,12, S183,56; 61133.62, WB4.06, SB4.12, S(B4.28, SIB4.75, 5185,60 Top Flange Joist Hangers FL#15730-R4 XQ1I4S1224, XQ11481224-2SK, X0112SI224, XQ11261224-2K, X3481018.5K, X1S1016, X161016.4K, X1S1214, X1B12143.5K Tapping Screws < Z Product Modal. Number or Name Product Description J 13 SIBA2.1218, SBA2.12/10, S)BA2.12112, SISA2.12/'14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers JW 5IBA4.18112, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH to HunicanoTio 2 GAC, GDP, GDPM-50, GDPM•75, GDPM-100, GOPS, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HDBS, SIH088, S1FID10S, S/HD10B, S1­1015S, WHD1513 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies J 16 SIHDU4, SIHDU6, SlHDU9, S/HOU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, MHA4 17 SIJCT, S/HJCT Joist Hangers 4 SET.3G Adhesive Anchor fa concrete NO. SHEET Au i 10, 202?1 PA 1. 3 O _ O MIAMI•[IADE �II11iI-DUDE cOt3'TTS e PRODucycalgTROL S£CTION PGT Industries. Inc. PGT Industries. Inc. cn CU 0 +r U o i �. _0 11E{l5 PGT Industries. Inc. ty Q o O swab Stteet Room 20s DEPARniENTOF REGUiATORYAND ECONOMIC RESOURCES M.ER) Maamt. Florida 33175-1474 NOTICE OF ACCEPTAI`TCE: EV DENC'E SLBAUTTED NOTICE OF ACC EPTANCE: EN-IDENCE StiB'1TITTED CD Q_ s✓ n a BO_.1RDAND CODE ADMINEISTRATIONDWISION T (r86)315-2590 F r;a+s) 315-2599 NOTIC E OF ACCEPT k-NCE: EVIDENCE SLBM TTED ( N � `= NOTICE OF AC'C'EPTANC'E 0. O A) Roux nis�dade.eav;economc I. Evidence submitted under' previous NOA D. QUALITY ASStTR._NC•E � � -&.- � A. DRAWZ`'GS B. TESTS (continued) i _ Miami Dade Department of Regulatory and Economic Resources R.ER eP� � � ( ) N U � � -p PGT industries, Inc. 1070 Technology Drive. 1. Manufacturer`s die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-9-4 L (D North Venice, Fi 1.417: (Submined bride r:VOA & 11-01OZ 04) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. ALtTERLAL CERTIFICATIONS 0 � � 0 � -SCOPE: 2. Drawing No. XID-5570.0, titled -'Vinyl Sliding Glass Door NOA (LM)", sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No_ 15-0528.14 issued to Vision Extrusion Lmited for their � � �_-. 4__ ca This NOA is being issued under the applicable rules and regulations goveaning the use of cousbiwbon mateYiah. The through 21 of 21. prepared by manufacturer, dated 10'05r15. with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 '111kite Rigid PVC Exterior ExmuWi sions for ndows and Doors'. dated 08-13/15. _0� o documentation submitted has beenre.imved and accepted by Miami -Dade CountyRER -Product Control Section to 04i051'17, signed and sealed by A. L-,•un b•liller_ P.E.. 5) Cycfic Wind Pressuue Loading per FBC, TAS 203-94 aspiring on 093019, O - o (D t be used m Miami Dade County and other area s where slluwed by the Authority Having Juri$dwtioc (AHJ). 6) Folced Entry{ Test. per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision F-xinision Limited for their -`Ti-E � U) 0 � Q This NOA shall not be valid after the expiration date stated below- The Nhami-Dade County Product Control Section B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door_ prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC' Esteilor Extnisions for (/3 Q (In ;ltiamiDade Courts,) andor the AHI (in areas other than Miami Dade County) reserve the right to have this 1. Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 20244 by Fenestration Testing Lab, Inc.. Test Report No. FTL 8549, dated 114)&15, signed and Windows and Doors'-. dated 1-10816. expiring on 1202912L product or material tested for quality a ssurance putpost-n. If this product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idalnu; Ortega. P. E. (Test report revised on 12+'04d 5 and 02/11116) 3_ Notice of Acceptance No.15-0528.15 issued to Vision E.mmsion Limited for then manner. the tnatarfacturet weun ll incur the expense of such to sting and the AHJmay inediatelyrev oke. mo dify, or � 3) Cyclic Wmd Pressure Loading per FBC, TAS _03-94 6. Test reporton 1) Air Infiltration Test, per FBC. TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for uspend the use of such product or material within their jurisdiction. RER reserves the ridrt to revoke this acceptance. if it is determined bvNfiami-Dade ConntyProduct Control Section that this product or material earns to along with marked-updraw and install ition din . of vinyl slid gr� mg glass door. Prepared I 2) Uniform Static Air Pressure Test- per FBC. TAS 202-�94 o r NAIndows and Doors". dated 08113;15. expiring on 0_ � 3019_ 11 meet the requirements of the applicable building code. by Fenestration Testing Lab, Inc.- Test Report No. FTL 8?1?, dated 1?lY17+15, signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4 Notice of Acceptance No. 1611712.02 issued to ENERGI Fenestration Solutions USA, USA - This product is appicned as described herein and has been desipmed to comply with the Florida Building Code. sealed by Idahnis Ortega, P_ E. (Pest report yeti, used on 02/15116 and 0124116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid FVC Estedor including the High'G elocih Hurricane Zone ?. Test report on 1 j Air Infiltration Test. per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 0945,16_ expiring on 01"OV21. DESC RIPTION: Series ­ 5570J_ 770" A'invi Sliding Gla ss Door (Reinforced) w,'w-o 90° tf-135° corners-L MJ. 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door_ prepared 5. Notice of Acceptance No. 1"712.04 issued to ENERGI Fenestration Solutions USA. APPROV =AL DOCt AIEENT: Drawing No. iID-5 =70.0 Rev B_ titled LLVin;)i Sliding Glass Door NOA (Lll)� , sheet 3) Water Resistance Test, per FBC. TAS 202-94_ by Fenestration Testing Lab- Inc... Test Report No. FTL 8-+52, dated Ii64i I5- signed and Inc- far their --Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 1 through 21 of 21, prepared by manufacturer. dated 10.0.5.15 and last revised on 02?01r21. signed and sealed by 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 02115,2016) Extrusions for Windows and Doors' dated 0915116_ expiring on 041-16;20. A. Lvmn Miller, RE.. bearing the Miami -Dade CountyProduct Control Recision stamp with the Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions LISA, Acceptance number and expiration date by the 14fisrtui-Dade County Product Control Section 6) Forced Entry Test. per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors* dated XIISSILE Lit eACT RATwG: Lame and Small 3fissile Impact Resistant along with marked -up drawings and installation diagram ofvinyl sliding glass door. prepared 3) Cyclic Wind Presstur Loading per FBC. TAS 203-94 08r10.17, expiring on 02f28i18. Limitations: by Fenestration Testing Lab, Inc._ Test Report No_ FTL 8546. dated I I,D ,'15_ signed and a1 with marked u drawings and installation diagram of vinyl slid Mass door. prepared o P _ _ 1'reP 7. Test r its N s 10-002-79'' A 10-06-1M0527. 535753-09_ +ASTME-84. °() )> P� t . See table 1 (sheets and table 2 (sheets forapphcable SGD unit sizes, desip pressures, reinforcements types_ sealed by Idalnus Ortega_ P. E. (Test report revised on 01.041T6 and 0211:2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTMD 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic glass types, sill riser (see tables B-1 3i B 2_ sheets 7-8) and anchor layout sheets requtirements in 1 I thru 16. 3. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 11!19i10. signed and sealed by Jorge A_ Causo. P. E. (SubinNed under:Y0_4 A'o.11- composite material_ 2. Rigid %Vhite PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 0107 04) (Subnlilted raider Al ? 4 i-o. 11-0107.04.) labeled per referenced NOA'srequirements- 3) Water Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 8_ Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc- for their 3. Egresa operable dom must comply with min clear width or height per FBC requirement_ as applicable. 4) Large Missile Impact Test per FBC_ TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 ' Seun--Glas l (Clear and W-trite) Interla`-er= _ expiring on OT041 S. 4. Pocket walls under separate approval to be reviewed. by Building official 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 3) Water Resistancee Test, per FBC, TAS 202-94- 9_ Notice of Acceptance No.16-1117.Ol issued to Kuramay America. Inc. for their LABELING: Each unit shall bear a pemtanent label with the rnamtfacturer s name or logo. city. state and series and 6) Forced Entry Test.. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 11ti-aclear. Clear and Color PA-B Interlayers '. expiring on 07,0819. following statement "Miami -Dade County Product Control Approved". now herein along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a reneusl application has, been filed and there hus beeana by Fenestration Testing Lab, Inc., Test Report No_ FTL 85.17, dated 1104.+15_ signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STAIE3EENTS change in the applicable building code negatively affecting the perfonnanceofthispradua. staled by Idahiris Ortega P.E. (%st report revised on 02i15,16) along with narked -up drawings and installation diagram ofvim•1 sliding glass door, prepared i. Statement letter ofconfortnance with FBC-5tkEdidon (2014) and FBC:-6tllEdition TERIDNAITON ofthis NOA will occur after the expiration date or if these has been a revision or change in the 4 Test report on 1) Air Infiltration Test per FBC_ TAS 2 02 -94 by Fenestration Testing Lab, Inc-. Test Report No_ FTL 6337 (samples A-1 thnr A-5). dated (2017)_ issued by manufacturer. dated 0& 14+17, signed & sealed by Lynn N ller. P.E- txuaterials, use. and'ar manufacture of the product or process `4isuse otters NOA as an endorsement of airy product, 2) Uniform Static Air Pressure Test_ per FBC_ TAS 2021-94 12.06110, signed and sealed by Jorge A. Causo. P. E. (.Submitted under .AV0 4 A'o.11- 2. Statement letter of no financial interest. dated OV1 & 17. issued by manufacturer_ signed for sales. adh•estising or am- odierpurpoies shall automatic ally terminate this NOA. Failureto compiywith any 3) Water Resistance Test. per FBC. TAS 202-94 0107.091) & sealed by Lynn 14Ti11er. P3=, section of this NOA shall be cause for termination and removal ofNOA. 4) Lame Missile Impart Test per FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. ADN'ERTLSE3fENT: The NOAnumberprecededby the words Miami -Dade County_ Florida, and followed by the 5) Cyclic Find Pressure Loading per FBC. TAS 203-94 C. C ALCTZATIONS 4. RER Test Proposal No. 17-0387. dated 05;05!17. signed by Ishaq Clianda. P.E. expiration date maybe displayed in advertising, literature. If anypottion of the NOA is displayed. then it shall be 6) Forced Entry Test: per FBC, TAS •202-94 1. Anchor verification calculations and structural analysis, complying with FBC-2014, e►� dune in its entirety. along with marked -up drawings and installation diagram ofvinyl sliding glass doer_ prepared prepared }ry PGT, dated 12;119 I Sand last revised on 02 13+'16_ signed and sealed by G. OTHER o IN SPECTION : A copy of this entire NOA shall beprovided to the user by the manufacturer or its distributors and by Fenestration Testing Lab- Inc., Test Report No. FTL 8548_ dated 121A.15_ signed and AnduoayL. Miller, P.E. {Sttbntirie?d traded's'�'O_�.�`c►.13-1110.01). I . Notice of :Acceptance No.15-1210,01. issued to PGT Industries. for their Series shall be available for inspection at the Job site at the request of the Building Official. sealed by Idahm Ortega. P_ E_ (Test report mrised on 01+04116 and 0.711116)_ 2 Glazing complies with ASTh�fE-1300-09. _ "5570� 2770" 1 invl Sliding Glass Door (Reinforced) L.1S I.' ex on 01'14r21_ s ) - 1�?8 n o This NOA revises renews NO #,4 01'_9.05 and consists of duispage 1 and a,idencepages E- 1, E-21 E-3, £ t, f o N E-5 cC E-6 as well as approval document mentioned above - ' , �% ,tp„ LA. The submitted documentation was reviewed by Ishaq L C:ban nda, P.E. Ishaq I. Clinada. P.E. Product Control t'ait Supervisor ishaq I. Chanda. P.E. Product Control twit Supervisor I:ha I. C'handa PE. q , Product Control Unit Supervisor Li (� ad N � N No. 21-0205.UJ NOA No. 21-0205.0i NOA go.:1-0205.03 \OA No. 21-020:.0_1 °'NOA _W ..!! Expiration Datet April 142026 Approval Dnte.d►-larch 2-5, 2011 Es irationDale: Aprill-1,1026 Date:'larch 21. 202I EzpiratiooDare: April14,2fl25 Approval Date: March 25, EspiratiooDate: Aprill1,2026 EC�"'• c e 4 .approval 2021 prerva Date: nth .o•-, � + + �+ Page 1 E -1 E -2 E -3 3 d a p v a CL' f0 >. N O. 'p � O CL V PGT Industries.Int. CGIWmdows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EN7 DENC E STB1IITTED N OTIC E OF ACCEP7 ANCE: EATDENCE SUBMITTED NOTICE OF .ACCEPTA`v CE: El-IDENCE SUBXHYTED ?. Evidence Submitted under previous submittal E. MATERLU C ERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Stracer Standard complying with ASTh•1 CS 18 Thermal Conductivity A. DRAW LNGS 0.881 BTU -in` hr_-$=-T, ASTM F 1249 WVTR-Pass. ASTM D3985 Oxygen -Pass, AS"IM E A. DF. Ai3TNGS 1. Drawing No. ?1ID-5570.0 Rev-B. titled `Vinyl Sliding Glass Door NOA (LINT)'`. sheets 2190 I-G. Durability -No Fog -Pass. (Submined trader preriotr.s X0.4 :Yo. l >-0409.OS) I. Drawing No. DID-5570.0 Rev- B. titled -Vinyl Sliding. Glass Dom NOA (Llwi)", streets 1. 1 through-2 1 of 21. prepared by manufacturer. dated 10,0515 and last revised on through 21 of 21_ prepared by manufacturer. dated 10,'05 15 and last revised on 02QI21. 04,22120, signed and sealed by A- Lynn Miller, P.E. 6. Quanex Part Duraseal complying with ASTNI C518 Them al Conductivity 2.22 BTU-in1 signed and sealed b - Lynn ?Miller. P.E. �+ �=-°F, ASTM F 1249 Vi"4TR-Pass. ASTM D 1434 Argon Petareance Pass. ASTM E Note: This revision consists replacement of same existing installation screw with flat head_ L� B. TESTS _18_ I.G_ Durability -No Fog, ASTM E 546 Dew Point Developer rut -20°F in 48 hrs_ 1. Test reports on: 1) Air InfilttMtibn Test, per FBC. TAS 202-94 (Subtit ifted uuder NO-4 A'o. 1 S-0409.4 i)., 2) Unifonu Static Air Pressure Test, Loading per FBC. TAS 202-94 7_ Vision Extrusions. Ltd_ Parts complying tik ith PVC-AAMA 303-13. It ohn-dary Specification B. TESTS 3) Water Resistance Test, per FBC'. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AA11L.A Fenestration Exterior Profile Certification Program. (Snbndtle?d under;A70.4 jVo. 1 S- 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409.05) C. CALCU'LATIONS along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8_ Vision Extrusions. Ltd_ Parts complying with PVC-AANL.A 303-13_ L None. representative units listed below and tested to qualify Dowsil "91 and Dowsil 983 silicones. (Subm hied under ,AO 4:A& 15-0409 05) � N prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Poi)Ninyl Chloride (PVC) E.xieior D. QUALITY ASSITR&NCE CV FTL-7897, PGT PW5520 PZ'C Fixed Window (unit 6 in proposal), dated 09;'03.14 Profiles for Vision Extrustoars, Ltd--VEX-1 by AAMk Fenestration Exterior Profile L Mani -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Alumin ■m Sliding Glass Door (emit 7 in proposal) FTL-20- Certification Program. 2107.2, PGT CA740 Ahem. Outsw ing Casement Window (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA. Inc. for E. 1LXTERL-kL CERTIFICATIONS � 2107.3. PGT PW7620:A Aluminum Fixed Window (unit 9 iu proposal) and FTL-20-2107.4- their -Tan 3040 S light shade (non -white) White Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07 13/2d. all signed 111ndows and Doors'_ expiring on 02:`04221. "Tro4dolg Uln•aciear, Clear, and Color P1B Glass Interla`-ers'_ expiring on 0708.24_ O and sealed by Idalmis Ortega. P.E 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA. Inc, for 2. Notice of Acceptance No.17-0808.02 issued toKuraray America, lac. forth& L their series -White Rigid PVC Exterior Extrusions for Windows and Doors', expiring on. "Senti-vGlasg- (C lean and White) Glass Interlav-ers'_ expiring on 07i04123. > CD_C. CALCULATIONS 1. Anchor muctl FBC 711 02,29,23_ 3. Notice of Acceptance No-18-1106.10 issued to Vision Extrusions Limited for their' -Brown O CL Q verification calculations and ura analysis_ compering with 1-2. Notice of Acceptance No 2tt-0203.03 issued to Energi Fenestration Solution, USA, Inc_ for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions forWindows Edition (2020). dated 04,2?20. prepared by manufacturer. signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Exn-usions for and Doors'. expiring on 09,30 24 Anthony Lynn Miller, RE_ Wmdous and Doors". expiring on 04/16Y25. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series � C)2. Glazing comphes -0.with ASTME1300-04, . -12 and -16. "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior -3 D. QUALITY ASStTR.A'`�CE F. STATEMENTS Extrusions forW°indows and Doors'-- expiring on 12'24''1. O Miami -Dade Department of Regulatory mg Economic Resources (RER). 1. Statement letter of conformance to FBC 7" Edition (2020), dated 04,°22.20. issued by i manufacturer, signed and sealed by Anthony Lynn _NhHer. P.E. F, STATEI4ITN TS a.. E. 3LATERLAL CERTIRC ATIONS 2. Statement letter of no financial interest and of independent, issued by manufacturer- dated 1_ Statement letter of conformance to FBC 7'y Edition (2020), dated 02,01,'21_ issued by CV 1 _ Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their 04il&20, signed and sealed by Anthony Lynn Nfilier, P.E- manufacturersigned and sealed by Anthony Lynn Niiller. P.E. " Trosifolt, 1-1traclear, Clear, and Color PA-B Glass Interiavers-'. expiring on 3. Private Labeling Agreement document between PGT. dated 03.30.15 and signed by all 2_ Private Labeling Agreement dated 03.108r?1 between PGT Industries. Inc. and CGI �J co OT08.'24. involved parties. 1[7mdows and Doors Inc.. signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of U � 2. Notice of Acceptance No. 17 -0803.02 issued to Kuraray America. Inc. for their "Sentli-Glast both companies- Q (Clear and White) GLiss InterLaye1•s'-. expiring on 07.+04iB. G. OTHERS 3- Notice of Acceptance No- 18-1106.10 issued to 1'ision Extrusions Limited for their "Brown 1. This NOA revises NOA# 17-0420.06 (PVT w /'CGI) and updates to FBC 2020 ('"k Edition). G. OTHERS fl- � Coated (fainted or Laminated) White Rigid PVC Exterior Extrusions eViring 04;21,21_ L This NOA revises & renews NOA# 20-0429.0- (PLA w'CGI), expiring 04,14,26. for Windows and Doors". expiring on 09 "30Z24. 2 . RER Test proposals #19-I155 dated 01 •' 10/20 approved by Ishaq I. C handa- P-E. expiring 2. The cuunnmt associated PL A CGI file #21-0205.01, expiring 04i 14,26. O L 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 041+21. series "NT 1000 Tan 202 and lighter shades (.ion -White) Rigid Cellular PVC � y(,,e 1 � ���1, S.� w � a) Exterior Extrusions for Windows and Doors". expiring on 12)29)21. y ?p�` Q a) $ hh9tq 1, Chandra. P.E. Ishaq I. Chanda. P.E. Z Ishaq I. Cholebds, P.E. Product Control Unit Super ;or Product Control Unit Supeni or Z Product Control Unit Sup"sor Y OA No, 21-0205.03 NOA No. 21-0205.03 NOA No. 21-8205.03 Expiration Date: April 14.2016 Expiration Date: April 1a.1026 Expiration Date: April 14, 2026 Approvai Date: March 26, 2021 Approvitl Date: March 221. 2021 Approval Date: March 16, 2021 E -5 E -6 E -a SHEET N0. _ _ August 10, 2022 PA 1.4., O U O MIAMI DADS MIAMI-DADE COUNTY L- 70 Q (� 0 ® PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC � 70 � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U _ U) fa Cn NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy U -0 _0 O O .� 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O- Cast -Crete USA, LLC 6324 County Road _579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O O � Seffner, Florida 33584 L DrawingNo. FD4612, titled "Precast and Prestressed Lintel Details", .sheet I o 1, f 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of � 5 O prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " U) O > SCOPE: "Cast -Crete 4 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets / Lintel Safe Load Tables'; sheets I through 3 of 3, last revision dated 06112114, all U) � — Q This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 0 3, prepared b CraigParrino, P.E., dated March 24, 2003, lass g f p p y prepared, signed and sealed b Craig Parrino, P.E., on 08/19/14. p p g y `� — to O c� � � �►- '`'' tZ The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P. 8 b y g revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on F— U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared I. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculations jor Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to erform in the p q y p `� p P sealed b Christo her,4. tlumon, P.E. y p C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material L Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. I. By Miami -Dade County Department of Permitting, Environment, and Regulatory �l%fairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, I. Quality System Ma►rual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 # 17-0821.18 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS B. TESTS LABELING: Each lintel shall hear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. one. 1. None. County tog o. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 200$. B. TESTSRENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. Q UALITY ASSURANCE E. MATERIAL CERTIFICATIONS E. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - by P.E. shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08/08/17, signed &sealed Craig Parrino, �`2 O This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and s / 1X1[sc��-✓ _ � _ ® .r W E-5 as well as approval document mentioned above. Ci elmy A. Ma ar, P.E., M.S. 7 elmy A. Makar, P.E., M.S. C,-4lelmy A. Makar, P.E., M.S. co a� o The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor J�j- NOA No. 20-0630.15 ���✓`" NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 MIAMIDADECOUN TY �/ /2 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Date: 0 o a o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval 08/20/2020 E-3 Page 1 E- 1 E-2 _ r o w — � c o <n ca ' C E � O CL V O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER -� 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. �� — C6 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", ,sheet I of > 0- 0' 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. "Cast ", O Q LT4612, titled -Crete 4 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last L� -0 revision dated June 12, 2014, all signed and .sealed by Craig Parrino, P. E., on 0 January 22, 2019. 0 B. TESTS 1. None. C. CALCULATIONS Q� 1. None. D. QUALITY ASSURANCE U m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Q E. MATERIAL CERTIFICATIONS I. None. F. OTHER O (13 1. Article of Conversion for a name change. w i/ C,flelmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 J Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 SHEET NO. August 10, 2022 PA 1.5 /T1 T1 _—Ec< > I N C\ � TILLIT TESTING & ENGINEERING COMPANY _ -,--,--- - � - WATTIR A. 71l JR., RE, ,��n2tl­ ' ""rPL C A. U­ NP. 0006719 PRODUCT EVALLIATIQN.REPQRT REPORT NO.: 20-0728-DI DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Parlelt; PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Qk*al Protection Produictii, LIl 4800 S,W. 51 Street Davie, Flonall .1-BURMS-E-QUE&ALVATION: This is a Product Evaluation Report issued by Walter A. 'Tillit, Jr-, P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G 20-3, M eth od I D of the IF to rida Depa rtment of Busi ness and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has boon verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Inteinclod at least equivalent to that required by the Code. Thiq Product Evaluation Report shall be subject to review arid revision in case of a Building Code c1hingc that may affect its limitations and conditions 2.,EVInFNGF_ SUBMITTED; Zj. PROEIVII-MINUATION DOCUMENT (P.F.D.); Drawing No. 20-176, titled '120 GAGE GALVANIZED STEEL STORM PANEL", Sheets I th(Li 26 of 26 prepared by Tilloco, Inc.: signed and scaled by Walter A- Tillit. Jr_ P.E.; dated 07/28/2020. This drawing Is an integral part,NIN's "'HI of)", Evaluation Report. ol IF, R A. rj4 , %,, .6�� .......... //.+, , L 4 "' \,�CEN ",.��j ,�:-_-:-:*—*�_-� ,..,* S�- .1 � � � ._47- .. - No. . � 44167 1. * : . - � �/2 W A �:,. ­ * .: *, ---- I I -, -P % -­ _,- "I , ( �, �, * . 4 O P I 1) t, .. .,.'\, � �el_l , - . " � ',,,_S`d�,- - . . " . - ..,N -,,, 6355 N.W. 36th Strmt, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 4111FIVINAUAT-11\911 P-ROULCY EIVALUATION REIVICK NO, 10-072U1 2 U TEST REPORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports It 96-569 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No 0219.01-09, dated Marrh 4, 2009, signed and sealed by Eclarundc, Largaespada, P.E. and Henry Hattem, P.E. Tensile last report No. 9CM-197 by QC Metallurgical, Inc.. dated ManCh 13, 2009, signed and sealed by Frank Grate. P.E. 2.3. STRUCTURAL ENGINEERING,MCJJLATLQKS; On 20 Gage Galvanized Steel Storm Penn] 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 aralysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11103/08 and 03/12115, gigned and sealed by Walter A. Tillit, Jr.. P.E. 3-MISSILE IMPACT RESISTANCE; Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTAMG&� 20 Gage Galvanized Steel Storm Panel has been verified to SUStSir wind pressures. Maximum panel length shall boas indicated on sheets 8,10, 14, 15. 16,19, 25 and 26 of 26 of Product Evaluation Document (P F-D-), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 14, 15, 17, 18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 5, INSTALLATION -.. Irstallation shall be performed ,Strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheats 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P. E. D), drawing No. 20-17& 'itlill,041100" 1,5" A T14 �i)"21S ON ��`. � I . , I - i " � - ' 14e, - - � � .-. *% . %cEl .... - ' 11-1 e -, - .. % `F,�� �--:: UZt��W-44167 '. ' 1 --7- -11 ' * 11 * = Z I . Ae- r - I -IG:, STATE OF .!,Q�f ,�,, 7' , R IN ' F4, - ,0�.�-, 4OR I'D ..*, , :41, 111� F�­-. .�, Q;*'- " �' ,,,,,, Q, '­�,O: 0, "'N.,I) 111114,011,01 I ­.- ___ _ __ rENFRA1 N : 83) IN CASE tHX7 PRECAST SIONE, DR PRECAST CONCRETE PANELS, SUCOU OR WOOD BOARDS ME FOUND ON THE Nkm JMR M= tXISrNC WALL, ANCHORS SHIML, BE LONG ENOUGH TO REACH IHC MAIN STRUCTURE BEHIND SUCH PANELS � 'TOFU PMEL �OWN ON THIS PRODUCT EVACUATION DOCUMENT (PE.0) H45 EVEN VERIFIED FOR COMILUANCE, IN ANCHORAGE SHALT BE AS MEN 04M N 9") MO IN 82) `CCOROANCE WITH THE 2020 (71N EDITION) Of niC FIORIGA BUILDING CODE TO TQ-DmtbLr W= tMEL1PVMG_W1kM_..L_�D_%5__Mif1. - 1/:'@ TA9C*N ANCIORS. AS MANUFACTURED BY JIW BURDICK, INC DESIGN WIND LOADS SHN,L BE MIERMiNFD 45 PER SECTION 4670OF THE AEXXVT MENTIONED CODE. _ IT _1n PANELMATE FEMALE 0 MO PANFLMATF PLUS ANCHORS AS MMUIACTURED BY E1C0 CONSTRUCTION PRODUCTS FOR A WIND SPEED AS ItEDURRED BY THE JUR1S=nOM WHERE THEM �_UTTTRS VKU BE INSTALLED Mo - 114-0 LAG SCREWS; PER N V.!� THE VON A DMIECTIONALITYrACTOR Xd-Oft,USIK ASCE 7-16 AMID SHAIIL NOT rXCFfO MAXIMUM (A.SZ) � 7/16'0 � 5/8' WOOD BUSHING. AS DISIRIBUTEV BY ALL PO4W SCREW. VOLT & SPECIALTY DO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU t2 14. 1�. 19, TO III 20 IN ORDER TO VrR" THE ABOVE CONDITION, (AFIMAIL DEWA WIND LOADS OrTrRMFAIFD PER ASCE 7-16 C11 MINIMUM THREIACEV PEKI14ATKIN Wo WOOD Of TAPICON MCMDRS SHN'L BE 1 112- Mo 2- FOR ELCO PAMELMATE PLLS SHALI BE ; FIST REDUCED 10 A,SD DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TO MO PANUMALIF FEMALE ID. COMPAK _ MAX (A SO) Of" FWS�Soff RATIMCS INDICATED ON SHEETS I TRRU 17. 14, 15, 16. 19 III 20 THESE W/ C 2) KIN&I THREADED KINCIBATIoN or LAO StflEw, INTO THE WOOD rRAAFC Leir SMALL BE ! I/?- No ". EADED IN ORDER TO VERIFY THAT AML*K)RS, ON THIS P E D AS IT" STED WERE NUT QVCR STRESSED. A 33% 0AICREALM IN ALLOWABLE PENETRATION INTO STUCCO SMALL, BE CONSIDERED AS PARV OF TK REO�IRVD THREADED PIEWIDTFIIAVON $?RES� FOR WIND LOADS WAS fiU USED IN THEIR MAIMS FASTENERS SPACTNG TO WOOD 14AS KIM DETERMINED IN ACCORDANCE WITH N.DS. 2018. C 3) MINIMUM EDO( ENSTAWE Ar LAG SCREWS. INTO WOOD SMALL BE AS INDICATED IN M DRAWING STORM PANEL . S AGEDUACY FOR IMPACT MO WIND RESISTANCE HAS BUN VERIFIEC IN ACCORDANCE WITH SECTION 1526 OF THE ABOVE UFNII(INIFT) CODE AS PER MLIFIFICANE ENGINEERING III ICSF%G INC FIIEPCIFIS 011-50, 96-!170 III 96-T30 AND C.4) WKWIN PENETRATION OF WOOD BUSHIIIIG SHALL BE 51W 1/44 0-20 SCREWS USED ShAIJ IFF 0 1/2* LONG MINIMUM � RESTRATIO, TESTING LAS INC. REPORTS #2032 A, #2126 � AS PROTOCOLS TAS-2D1. TAS-207 AND TAS-205 SWAILD STUCCO EXIST AND I' MINIMUM FOR WAVES WIN No STUCCO FE ,3 WE11 AS AMERICAN IEST LAS Of SOUTH FLORIDA REPORI 00219.01 -09. AS PER VAS 201. TAS 102 Mo CS) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR 0000 BOARDS RE POUND ON THE EXISTING VAS W03 STANDARDS WALL ANCHORS SMALL Of. LONC ENOUGH TO REACH THE MAN STREIrTURC OEHOV) SUCH PANLIS 2 ALL MUMPNUM EXTRUSIONS NO BE 6011!I-10I AUDI AND TEMPER (UNLESS OTHERWISE NOTED), SEE S14EET 2 ANCHORAGE 9*1 BE AS MENTIONED IN r. 1), C 2) & C 4) 3 ALL ALUMANUM SHEET METAL USED AT VAOSURES SMALL KAYE 3105-1414 ALLOY (0) ANCHORS SHALt RE INSTALLED FOLLOWING ME OF INC RECOMMIFAICIATIONS MO SPECIE CATIONS OF THE AW-40P � MMUFACTI)RIM, 6 ALL STEC. SHEET METAL PANELS SMALL HAVE STRUCTURAL CUP�LM STEEL A17M A-655 GRADE 30 MINIMUM. O- W 8 PANELS WY ALW BE INSTALLED HOMEONTALLY FOLLOWING XRSTA"AtION DEIALS SHOWN ON SECnUH 3 tMRoPDM 10 (SHEM A GALVANIZED STEEL DESIGNATION WM- 585 - (AFTER ROLLED) THROUGH 6) EXCEPT ­IAV KL40ERS (M & 0 SHALL NOT BE USED 5 &L SMINS, TO BE 57AINLM 57TML 304 OR 316 AIS3 SEARES OR CORROSION RES*IANT COATED CARBON PEEL AS PER 0 1 SHAA1 BE THE RESPONSIBILITY OF T)fF WWRINCIOR 10 VERIFY THE 50iJAIDNESS Of THE STRUCTURE "RE SHILATER IS TO BE DIM 50015 W/ 50 M "nO STRENGTH AND 90 km TENSILE STRENGTH A SMALL COIAFSY W/ FLORIDA 10400AG CODE ATTACHED TO INSURL PROPEFF ANCHORAGE ?HIS SHUTTER SHALL ONIV HE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 2A, I ) .34 WIXOM$ 6 WATS TO BE ASIR A-307 GALVANIZED STEEL, 00 AISI 30- %W� SINKLM WEL, WITH 3e IRP IIIIIII&AIM IEU7) 10 CAC. REGULAR STORM PANEI WFT)I LEKTHIS OVER W-10 7.AOUG4 12*-4', AS PER SECTIONS 6, 8. 9 III 10 AND AIL'ERNINTIVILS Be, SII*Ncy. 9W &F ION ON SNED3 t, 6 & 12 RESPECTIVELY: SK41 HAVE A LEGIBLE AND REA1x.Y VISIBLE MARKING INSTRUCIFINO OWNER OR ? ANCHORS TO WALL SHNLL BE AS FOLUJWS� TENANT TO SECURE ;�AINELS WITH MAPUCARLF IMINFORCE14ENT DURING FAINNOM OF HURRICANE WARNING (A) MAX3M "VJZQ �CQJQIM 11 r1t INSTALLATION CONTRACTOR IS 70 SEAA./CAUUM A,LL SHUTTER COMPONENT EDGES *W-H REMAFN IN CONTINUOUS �*WACI WON - 1/4*0 IN -CON ANCHORS 'IS MANUFACTURED BY IT W OUILDEX. INC (MY, f-3102 P-) THE BIKEONG 70 PREVENT WINDY" WIRUSIDN . . _ 114 # A 7/8' C&"-N ANICHLIFtS. AS MANUCACTURED BY DEWALT INC (MIN V­XXXII P.m Q - 114-0 V 3/4- SOUD-SET ANCHORS. A' DISTRIBUTED BY ALL PON41 SCREW, SOLT A, SPECIALTY CO 12 STORM PANEL 067ALLATVN $KAU, COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS AM BUILDING AND ZONWC REGULATIONS (M," r__30DO P-) PROV9NO FIV THE JIIRPSDCTON WHERE PERMIT IS APPLIED TO - $14-10 PANIELMATIE FOOTE K) A, PAN"MATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTkUtrKel PRODUCTS, I 3 (a) THIS PRODUCA EVALUATION DOCUMENT (RE 0 ) PREPARED W THIS ENGINEER 15 GENERIC AND OM NOT PRCAADIL RIFORMAPON (MIN I'F-j4w P-) FOR A SITE SPECOIC PROJECT, I* WHERE T14E SHE CONVITIONS DEWTIF FROM THE PE,D - 1/4-0 Cr TAP-4RIP ANCHOS& AS MANUFACTURED FIT IRL-IFAST DDRIPORATION Il',-3600 R,1�0 (I) CONTRACTOR To BE RESPONSIBLE FOR 'HE SELECTION. PURCHASE AND 061ALL-ATON INCLUNNG LIFE SA" OF THIS PRODUCT � 1) MI LwEFM EMBEDMENT OF TAPCON ANCWWS INTO POKJRED CONCRETE SMALL BE 1 3/4': 2' FOR PANCIMATIF raw[ BASED ON " Pf.D. PROVIOLD PE/5"E DOES NO WRIATIE MOM THE CONDITIONS DETAILED ON THIS DOCUMENT VON= 1IMICIANTE PLUS AND 1 114- FOR CF rAP-GRIP ANCHORS COW,TMPUCTION SAFrY AT SITE IS THE CONTRACTOR'S RMONSIEMITY k7� CAIK-IN 4 SOUD- SEI ANCHORS SMALL FIT EMBEDDED 718- INTO THE POURED CONCHEIE NO LWVEDAKMI INTO IF) THIFF. PRODUCT EVALUATION DOCUMENT WRA RE CONSIDERED INVALID 0 MODIFIED SFUCOO %HALL HE PERM(TITOO 1/4' IF-20 SCREW% USED SMALL BE 1 1/2' LUNG U04MUM SHCA)LD STUCCO EXIST. ND 1* MINIMUM FOR WALLS WITH NO SlUrCU� Mo WAY Of HEADED SCREWS Oft � THREADED SCRM.- W/O HEAD� (d) STTE SPECIFIC PROJECTS SHALL OF PRICPARM fly A FLORIDA, REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WON WISC. Nun ENGINEER or RECORD (LOR&IOR THE PROJECI AND WHO WIUL Of RESPONSIBLE, FOR ME .q0FU` USE 0; IMF P.( D. GINOER Of RECORD. ACTING AS A DELEGATED ENGINEER TO 71C A 3� IM CASE THAI PRECAST STONE, PKCXSI CONCREIE PANELS, PAVERS. STUrrO OR WOOD BOARDS BE FCKMU CH TNT '11) ENGINEER. SHALL SUBMIT 10 THM LATTER THE SITE SPECIFIC DRAWINOS FOR RFV�EW EXISTING WALL OR FIOCIR.�017"ORS S114L BE LONG ENOUGH TO REM`,H THE MAIN STRUCTURE BENNO SUCH THE PROFESSX)NAL PANCLS 4WmOKMa SNA, RE AS MET4,10NED IN A 1) MO IN A 2) (*) THIS P V 0 SHALL BEAR THE DATE AND ORIGOAL SEAL- AND 5ICKATURE Of ENGHM OF RECORD THAI PREPARED IT (a) To EXISIW-QQWZLIE-JL"l�-W&L,--"IY-f--" W4 SHUTTER MANLFACIURER'S LABEL SHALI BE LOCATED ON A RCADIII VIVOLF JOCATION AT STOMM - TAKON ANCHORS AS MANUFACTURED W I I III BULM, INC PANEL SHVTFEP IN ACCORDANCE WITH SECTION 1709.9 3 IV FIOMM BUILDING CODE ONE LABEL :/A' : - ,`4' A 7/8' GALA-* ANCHORS. AS MAlitRACTUM BY DEWALI INC (MIN V-1500 P,.,) SMALL BE PLACED FOR EVERN OPENING LABELING TO COMPLY *114 SECTION t70692 OF FLIC - 1/4-* X 3/1 - SOLIO.SET ANCHM,. AS DISTRIBUTED BY AU PM1 SCREW. BOLT & SPECIALTY CO F-OPIDA aUILOLAG CODE (ON J.'11800 P.A.) . BE USED TO - #14-10 PANELMATE FEMALE 10 MO PANEL#Mtt PLUS AAC)IORS. AS MANUFACTURED BY LUGO CONSAIRUL7" ATE OF FLORIDA I I Hill 1, I PRODUCTS (MIN P-2071 P A i) 00 %X A _ I /4* III CF 'AP-GMP ANCHORS. AS MMUFACTUFIFD fly TRV-F�l CORPORATION , ­ . . .. FLORIDA BUILDING CODE (High Velocity M.,rk*Po zone) B� I I MINIMUM EAECDMEW, OF TIPTON MCHORS, FICO PANtL"TES MO CF fw-GRP ANCHOR, INTO THE C . V\ BLOCK UNIT quAL, BE I I/e. IT :.' — 1L`VX% RIC 20 GAGE GALVANIZED STEEL STORM PANEL " RV NO' 4 I 9.2) LAUK-IN AT SOUD-Sr7 ANCHORS SMALL BE DAKODED 7/8- INTO !HE CONCRETE BLOCK UNIT NO EMBO 167 * - ILI III-= - LONG MINIMUM Sl� L3V , PROTECTION PRODUCTS, LLC. INTO STUCOO�NPIAUL RE PERWITIVID 1/4- 0-20 SCREWS USED SHALL RE 1 1/2 � ."�. IT FOR WALLS "4 No STUCCO. . -0, - - / 11LIEC0,7\ ENIST. Mo I MPIRA)M S ­ - —S. 51 — S .p-. OF . ___��: .\ , ,�" ruff varrimaja -AMY , _,___11,0_11�1_ 4_��,�� .�-,:_� INFIRMALINNO 20-176 .. - .� MAYARMA_. .I. PICINI (_)XI_ , - I . . �_� . "I 01'...'' I - (-Q--,- IN, .O....., . . .. -,%\ � - 1 - I CA-lim"s - III t�,O_---" "Be & MITI .. It I'll".. I I I I ;,", I . 1. � I Fur" ,*_ I "167 . _�� - - . ____ _______ . _____ INSTALLATION DETAILS FQR RMULAR PANELSQ) & Ab IIAM EXISTING POURED --- CONCRETE OR CONCRETE BLOCK STRUCTURES - - - ARipm CDAKIRM ANCHOW, Pat goo" a 9) OUNCwt 14,010" (SEE SCHURILL 00 __ � =411= ". e-3 -E.C.- COACRM AKCHOR,` 'In `C"`K` - ., 4 Exhi'm Po. CONCRETE R=rb 4 I OLM III) � I ­:, EMING POLAND - I, .1- I S-W, . I.= . _. .3 _. I I RE - . I - I' 11N..1- - , L___1 -4 , I '. 1/4- , i� i� ': , 1�1 1:. - _� - IIL__ - t/r ,VVI; . - -4, C19. VIEW 11", i ��.'�, - . . - _�_ - -- f ::: _J .. Mee, ; - :: I I I /A. ___ -I' I Mr.. - i - - i ; U EXISTING IAOUK F 0 CONCAM : (�) i I , . i LIL EXISTING FACKINEXT - -g i 0- AtoRNED � I : Z ; U3 j - CONCRETE .,� �- I , - - . � � ls�k��111 , I i � I I - . AVWO a .P., 6 II It W"My ! I _(�) I RoecHUXUL 9 -1.0 �=A,R- i 6 - I - 01 I I A I IVORY, "LO . " "', It 11r PC c"'W" In" I SIX 9040"Rot 1 -4 Me IN -MIA". - ; � F0 - � i I.Y. . _01 �� 0 SMA-r- I I = IR - X.RE J I 9 DROMI, -1 I I I 1 14 ,- I % - I I 1. ". I I I I � N I � � I `RW`"`­_i I I � = _! " 9 i �, � ; . . � - - I I., I I i I %Z/ ; § : � I � 11 I i � I & I ; ; I � � : I I I : Id I I ; I I I * I : d I I,, 4_4 , I ,.--*-. 7771L�,,,,,-,771 I �/�/" i I I I I Ill I I _ .1 NON %`Uo A, i , . - ,I ,/r ILI: 11 =':N'. i I -OURED L D- I : 4 1. ITIATINXIMP. I 12 1/2- = E.D. . . 0,401, STAI . 11 , IT ., I EMSTING POUREQ T . IJr .1 -, rXISTING .�'� CONCRETE OR 4=., i I - �, EXISTING POUFKO i ,��: I CONCRETE OR I Cr"C" BLOCK BLOCK I ne., W A, : ItIL I GZ;R ;�" : , .,� CONCRETE BEECIT I , R(.QUU" .. 14;= IT I/?- .L . ____�,� , I , �­ , - 'P'l -�'$ 1. NEWRED 1 REQUIRED ­ L . TIM- I �� I-.#- I "FISTN6, POAU) CO.C.or . 1 I :,�. a - . i . . - , - 11-i - " _, LL� CONCRETE AACHG , REOLARED 3 w�Rm ANCPoWS _314'_ � - 0 1 . Le, _&W CO.C.171 moo" J 4 V41-1 -,!y"e; I - .., III At:,, CONCRETE J �-,i&w-_ *"C"ow I 'T"'ff rw"JKD R/ TZ) __ ", 4 - . (�) C_ I= SCHEDLU: OK (SU SCHEDULE aw- out ON— $ 4 (Sit SCTIE 1. Im SCHCDUUE ON sm's . INRIDRom 9) ,� � 9-Kri a THPOKID. 0) , sHanis rm"" 10 �" 0 'MMUCH 0) WALL MOUNTING 9SMOB-1 CEILING ,-ELOO& BUIL12 MOUNJING SECTION 0 ALTERNATE RUI,ID OUT MOUNTING 1� 5J&J1Q,R_A 1.1 3/"-I* SCALE 316. I- sc&r 3/8-C SI-ALL !/?­ __ -I- I : OF E.D. -( EDGE DISTANCE I = SCHURAS 9 11 I ­ (D i SEE SCHEDULE 0 N & 9) I I IT A" M �a - : I A : SHEETS 8 � =41".1 2 NOTE... . I. I VIER, TRIO I. I I 12 ,/I' PC ;. HH"IMI"', I TOP & eOrFOM MOUNTINGS, CAI F1 I FeAt I i � '�9.ilii r/1 "", COMBINED IN ANY WAY TO SUIT ANY I � ,,!-�'� . . �/,%", INSTALLATION __ �11 _'�,\'1'1'1�41�� ,7W ,Z'--.'- k3CEAt,p, - --�IDN 1 1 . e t FLORIDA BUILDING CODE (Hfgh Velocity Hu cone Zone) X1'Z\1r\\_\_\,_� EXISTING i � 7 i .. a : � CONCRETE R ZXT. . 67 ZT . I -20 TITTEM, - P 20 GAGE GALVANIZED STEEL STORM PANEL BY 1 Z - * 1 �W` � ATE 0, F �71- - � ,_ 1�,-- , - ��­�-. _.______ - I -/-/- GLOBAL PROTECTION PRODUCTS. U.C.- OWTIr / 11LIECOupec.'\ I e� .. ,Ro�-- - 5r-- AMXT S., 51 "Peon - Q1UAiNfi_&I SECTION 2.A . " . - lkl.,�S, , 10_�__4� -1,10,111, X. r,,__ FIRM. M 1"14 "U"' wr-ft R1%W=X*r= .- (-)M-no, - tw).-Tin, 20-1176 — SCALE 3/b.., I.- - � __ 1111"ri - LAPH-HAP, N� t.0-P., - MP ""`R -;-.- CA-OXKGI, IF , ]i�, I = M 7_,%X;NA,uRF/OART .- METIN ,L RUT, .. .x 10411 . I FU)*FA Ik If I - I - I - ____ PRODUCT EYALUAIEQNJUrQILL-N-O,.Ik-0729.01 I 6. MATERIAL CHAR ACTE .1113TICS AND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P E.D.), drawing No.2G-176. Anchor specifications shall be as indicated on sheets 1, 7 iind 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. JW IM 1) CONDITIONS OF U I ,kT A SE. 7-1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thro 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures - Product Evaluation Report prepared by Walter A. TIM, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,,,, N TJ "', sll,'��?, : 441""I"'. 411, N.; "''Ill 11, 0�'.--_� ---!� � \V, E N s� - - - IT .:, . .. * I , ::-�-_-_---_2-_-i -- - N�. 44167 - ��,w�__ i * .1* :* -Zk,,,��% STATE OF : ! - IT i2c, �lA'0�,-- "40ROV.- -,I�'S- N �, I "I", r - - - - ... ... - , '10 1, LT , "';,"'PON A IL. 1E �`,,,,` VVAnUL L)�� TILTFCO ADMON RECORDS � P. E. REPORT 20 � GLOBAL PROT ECTION PRODUCFS. LILG � 20 GAGE GALVANIZED STEEL STORM PANEU ORM * 20-176 % REPORT #20 0720,01 - /T 71L� 7EC7<7>7 17N C _\ TILLIT TESTING & ENGINEERING CC I WALURA. TIL1JT, a. RE_ tlli��Uo.lxoa. PRO. UCT EVALUATION-REFOR P.r W 44167 1 ILF'A'. U-sNa.93IMN9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shatters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 1319baLprotectioll-product;IL-IALC 4800 S.W. 51 Street Davie, Florida 33314 1, RVRPO$F;__Q.F_EVALVATIQN; This is a Product Evaluation Report issued by Walter A. Tillit, Jr-, P.E. (Systerr) ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 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 Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions . EY D NCE SUBMITTED-', 2.1, PKQDM-CMALUATIO.aOCUMF-NTAP.E�D,): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an integ*T�1�'O,qpls , , ., IZ4 "i, Evaluation Report "� , . , � " " I �� ....... // '. 1� ,I�_ .., , , 11� -,� _Js.�. - \,\r, E IV S,C. - .. 1P ,-, -1. . '. . . < - . S I - �� __ A4167 '. == . . . vy a,*;:_L!__ * :*= � = - . - Z __r / , .0% STAIF OF ... CC _Z - P. .. . C.�; ,- 1S C�.. 1410.110'..--,;�� m� Ir., P .. , 1114N" ' . ..... 6355 N.W. 36th Street, Suite 105, Miami, Florida 33166 - Pbove: (305) 871-1 "Ili, ...... I"111, I 4531 - -----, -,- ________ ENL__,FQ_R _Q� & LIEE S FETY STORM PANELS COMPON 5 TR REQ"a _FXQ� (SCALE 1/2-l') - I - 115.1110" (TWAL WOM) I ---------------- - - _­_ ___,____*9,uNF` (WAL BOTH)_ � ----- ------ � ------- - - - --- � 12.5w (EFFECTIVE WVTH)- ------.-- � I __1._G2W___-___ - . I I _. a ,/A' _.- I __­�, � I I 1 SOO, : , - -, 3po, - , APO,- I ' I L350 - , 0.03r Met TIOCK r- 1.350' - 't� � I F ____J _ _ - , Z * I I I - - -`\' ... ,rm __ �,_"' - I - /_ - I - - ,_*�"' -1 -i- -*, T__ , ASFTM ._6W . �__ I - - IN, ' I _A/ I- , I [ - GRADE 50 /�I.�"E.D, Q'ir � � _7,� le � 1 OOLM' MIN THICK ," 2B� I,--. -v ., 2.iII67' * 2. , : C-80 04V EDGE I 1, 4 CALVANCIED STEEL 10K i I I I I t I t \ � , , � L . 2, - ;e I TYP ASIW A-651 *1 - I - I � . IICTAR. �_ *11 - //i.& , HEMMED Typ� � � r , -HEMMED 1AMN N m- . I . ED" C-60 C"Lv I ED" N - AR-7. N 1�� 4. .,a ,; 411.6' _[�P- A , 4816 1CM-1. A . I - --- _ - - - � I ---I � �"""" ......... . . . � � I - 1.350" ---- ) I. . - .__ -------. "*-- _. t r__ __ 5.250' (1) STORM :,__;�lar­ --- ` - I 11 PAA# two �p "i , I ---,-------- -, - - loo, � '2� 1/4 TN �_�_ Z 11 !.ML 2.187' -6-2o, 12�7 . I I I. - - .,-: - '"/'.'.aS 304 SUNS - /50'- w/ WMAIrp nw- - ,---,' - I I - �1001 & . I I . lj' I 125 S5 sm FoRrIv. .S. SHIO "ACTED I JOB _T_ � � 1 ;02 *11�,_Lool IT20 A1W7A10`*C � ,�, �, , r : ___1 " 1.500' -7 - ..-'- lob, 'k , 1 093' I I - I I 4P__ 11 K­ , - 1,500.1 s��:���� " 3.375" - a 000 , _,� ,. 2 - .?3 - loor 2�1 Sri AW 9m, SIDE �, ;,��­ 02A: CETAIL I 4 WAA. I I - I / , t�� 2 125* � I Iwi L it a 75 i it 1 L4. 'i - , I I ROMM"k, - - F � 125. * oi "S I I I ! L ; ?104 1 1.500'- I __ ____­-S'N,,---­_ --I.SW - ­ RE _w< 11 ,/ L_� �a ISOMETRIC VIEW DETAIL A / ---2OD()_3'* - - RDUNDED CORNER * ENDS OF PANEL'S no 0. END UP W/ HEMMED EDGE. (� .Jr__J1EA= 02 'h' HEADIER - (�) AWL (i�k, ANGLE wiTH sup @ ANGLE wrrH (MT S) REVERSE 3JUD I -- - ---I WM I I K1 W. .314* - = - f­j i/14 & 2114 ' , . r ,,3 -f. . ,,6 - , I ,,, - 750 ' - - - T or PANEL w- I 125' ,/-',-2o W4 IF, 0 - I Tv" TOP WM 1 - , i 'Be.- , - , I 3 aw nNn" M F­_l` - - 5.�,"K 3' 1 __`­3 f �_ , 'b-, i - L;.:�, 2 ,/2- 0 C -- -- - 711, i 1.407-1003- 62 - / I �-. � i� I- rn � -4 � -i I.Birl* ,.671 . '., .?.0w l_ L_ 390- 1 i�34 1.500.1 �l _ _S . , . . I M, � s: I I ;093' *0 , � � 7, 750 HOL[ FOR RA . - I I LOCATION A7 . I CDa ­ - I I. I EVERY PANEL OVERLAP, .057^ - DUO' L.. L__�_ .1! I. W, - 2OW" - --TTVY) 1M** 7.000" (�) KEY HOLE WASHER - - 063" (�) 77 TRACK AllIGIAL (4 318" 'F' TRAC T ELALYI&M 0.0.u" (UP') - _- 094' .. o.11141", WITH STU � CALVANUED STEEL e .344'0 - , '. " fl� N/ - - I ­­ " " _ - �k` I ( 40S NSe. I/ -1 ' -1 . L( AV.. ., S C 7 1 38-. 0,5-. 1 , \ - - 1. � 1 S** .. -8 - )z : - I �, -_ ) - � I 17 _J I - . I rl�. .. i :::, . -37. 1 :*i FLORIDA BUILDING CODE (High Velocity Nor icons Zone) " - - -1 r- � *: * : e III - , - - __ .. - IMP BOTTOM - - I. 063"- ..., MICRIE1 (DOE OF AMC, S -%-. tTATE OF -',!� 1 IF4PRR MW,P . 20 GAGE GALVANIZED STEEL STORM PANEL 11 1 no I 7�_ 7,8,5-, rITO WING NUT - ' DRAWN V 25 - �_ 0 _.. Aitop'do, 7 --- I I - I .-,.-, (* KEY HOLE ,� __ /I- - 2.000* - ,,, ,,, , A-. . ___��___ ­�_ � / CTION PRODUCTS, LLC. "= 990111S) AL-EAKEIA "A" AktV 1. / 11LIECO....'\GLOBALPROT�E—IFFEW (j) 2"X7"XI /4" .FERHATMELF. JIME Wee Hin W/QVt I-Iiii'MA �_� -, -.,> ANY , (,. = - F1 .11. AIR- ______� ... )MR. .. TV r*U)W&1,­RF%TI 20-176 `� PEUR"" �`""""` "`P �E AUAfiHI1N_A82IRE *CNo,1Iac .&HER W/ ADDITIONAL I'M -PPP , - - I - IT - 7/11*10/32' TIMMER (STAMILM &"`000;Z SlIn OR MCKIII. _111) �) 0 r NAL,1KNATURE/am _1171 A 'I Ir. IE ! �* , - I FUNISO' In "107 " ­�- Rean, 2 OF a - - - I I -----.,.--- _ ..-.-"--- __ ___ _..___­__-­__1___ -------- INSTALLADON DETAILS FOR REGULAR PANEL5(i & A M Qp%*Es_�IRS FOR INgAIRIMON INROM QQNQKM INTO EXISIING POURED CONCRETE 911 QQNCRETE BLOCK STRUCTURES QWM I= OR WOW 11X OR FANIFILMATE 'E� 'HORS . "­ .D-FOR REGULAR UEE SM AND E-2 H" M YAU CONCRETE A& ii_-921111i`v�_- i -n Kos OR OF ,A Ca. . r -, 11 DUE' ') (Sur FICHE I '. SCHEDULE ON SHEET a III 5 = � . INITYPS 5 THROUGH .I �� 7 I".,-. , _11 - �, " 11. 11 - ,.-� . - A !"k I'�' I r- I 1� I *-a*- , � '-Avi&,-.,. _� I PWOE ,I I � W OPSIMKI I E I. � , - I- T)_0 COMORETIL I 1�1 (11 - APPRAIRRIFF . REOURM , , i . , .. 1 - (1) , ,= < : ___ L-4.m I + � - �" i - r. I I 1 1� AIR .11-1 � pm_ . , �: I I I - . ­­ _, I , .,��, �N�4�� c F 0 R FASTING POT)FIED I MIT � -fr .,- - . CONCRETE OR - I � r, 1 7T"`-. '1-= I _0 6 `*,"� I I i CONCRETE BLOCK : 1111a ,_: i i - I REQUIRED. �_�. �� I I -- I I i I � I � Q%A�") (D Ov ,.,-;�v,' il;.",: .---.. _AA I I I I— __ -/—--- - I I ��__ I - R CASE 0 (PLANI ; �/ I zow - .,. " : � +ERLY, a ".0, I i SCAU, 3/16.1, I - + AT V __­-1, -, a"A - 10- M-.. - - 0 --I--. I i U, I WITTIFIR IF -1 I , - . . 1.ir 1-1 .1.11 I ­ � ==� i ; I - - ;f­ I I 'N' I - i � - T.=-- I tl " , - 1,!,.T ,.:, � , i%.M. Fe - - (I)AI 11 - : " M - : _01 i .:-. [ -- - _(D I I _� i i - . - ; ED WAft I .. . PAR. A� � _� \ ,.w 1:: I P. / .� � I : /I - 1__1Z= . I. 9_*11� : /7 . , " . I -le I I I j) ; ,T;,�', I " - i ,.,,�T,�, A I r-,, ,7., ; ,1­4 , i ', ;_ , . .1 : :1 I ! , ,�, - - I . - �_="__= - : _�"' - I I I ` I I �� DLW04 POURED li� I . , �RM on I r @�-J CASE C (PLAN) " BLOCK 11 L 1) , 0- SCALE 3/18-1, CASE 0 (PLAN) '"WO EXIVIK POURED I I SCALL 3/,e-" i I k� I PIL", - - .- __J ,, , CONCRETE III- ,�,, ,I __ P. I IF I REOURED , CAV:�) Er.M141- ll - ==', =_= .1 1W.,== I I 11 I - : VA.- CA�­ ir' =�- - _.- =:-,- .-,. __ ,��,\,�,'� ,\�,�� "�,�I,d - III -- III FINAL 0 ­_­.____. - CONCRETE AMC ;,.�� (�) ALLIS _. TW-OW (SCE wmw t... - _ - I , ISU SOMEMILIS ON SMUTS 6 THROUGH 1) �1' CW` .. p I III L = S-Wi a & 0) TING p.m.) :� Buill = UOUNTING M _�__J I , I :1 SLQnQbs 5 &� 5 SECTION 7 . _­ AAMIL,' FIX W""W`­ INIALA, "\(V)/ - '�-, -cf -0 %�.Ll 3/0- I' %rAr 318-- " A.. A . Ke WIPR) _ __ %I= mt . I- - - AAft, - EDGE or EXISTING * NEW I- WIDE � VARIES X TO% E D. AA EDGE DISTANCE 6PEtAAMr _ (SET SCHEDULE ON OF PRO L . CASE F (PLAN I 1 THICK ATV . TURF OR I' . , EXISTING STUCCO/ P I WOOD PLATE SPACER ; . , SHEETS a & il) � SCALE 3/ Is- WOOD "NO l I -_ I I 0 NEW I' WIDE , VARIES A 1/0' , CG � CT JEW,: � i i -.CQW ,00 I AEUW TUBE OR I' . VARIES -, i t 1. �1.nl) PLAIT SPACER 0 & 8070M MOUNTINGS CAN RE � A . � I OMBINED IN ANY WAY TO SUIT My <. ci CoNDRETE I (SELL %C,�" . 0 1 .11 T � i I I L-'ACK nRPF INSTALLATION ,­ W.,LLE 3116.1- . SHIM a E:- .;�� ; 1"f4K I T141 I. , 6 J-mr C_ �:..... � 0 I I �Mz le .. tf .. . ! E..S-.0 P ,,��-�.�� ..� FLORIDA BUILDING CODE (High Velocity HU Icon. Zone) ��� - eNIc`e OPW`I, a .' .. . _,OA`XWTP,AM_,_._ - SPACER, ~ . K t, - Ph`,?R MMON W F� T_ v,Hrtu,r 1 '(7- W� COZIGR04; . rVALI OR 0RUPIR - 2 : - 20 GAGE GALVANIZED STEEL STORM PANEL ORMIN � . � . . . ) RtQUAN) I HIARK" � : No 441SI ".. I 3 RIP, X x SECTION X-X I: *: * e�' C­ . - - -_ .,/I$/WI. 6 SCALE 3/8. 1, I __ - " 1_1�t GLOBAL PROTECTION PRODUCTS, U.C.- wn IECOuilc A S �� - ­_ ­ .. , - - , , — I., 31 STORE, DEIAIL FOR SPACERS REQUIRED A7 TOP QR ­ E�_... � Im No . XM.._ L.- MY ""E " 1�11 20-176 % ;,--. Rio", - . )-.., 1101rom- " r - APA. - ___1 S/ .... - ""-s'', - -­­ - 1-1- 4irl. - AmooL (_)_-'�. TAX, (_ - . -R."', __ - i - -1. , A TE ANJIDI A TkIff ". - '000 I I i ; . - - - � - - '11141P., - . `L�. - 0 _61 I I I. ... ......... _..__,_____,____ ----.----------- MIDOLCfEN ALLArl 0. 20-0727-02 1 2Z_TESTRE_POIl Large missile impact foad tests were performed under SSTD 12-99 standard as per section 116091 2 of the Florida Building Code. Uniform static loads as per Section 17n9.8.1, per ASTM E-330. Test reports prepared byArnerican Testing Lab of South Florida, Report* 0814.01-01 dated 03111102 witnessed by William R. Mehner, P,E.. Boriz Moroz, P.E, and Henry Hattern, P.E. and Report No� 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609,1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-iO, dated November 23, 2010, signed and sealed by Julo E. Gonzalez, P.E. Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed arid sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P, E. as per ASTM E-8. 23. STRIXTAJEAL EXPINEERING-CALUIAT , .IONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P�E. 3X_1IdI15§_1L_E_ I M PACT RESISTANCE: Large missile Impact under section 11609,11.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4,-WW, WARSI-RE-516ITANCE; 24 Gage Galvanized Steel Storm Parial has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 1 0, 1 1, 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 I 8 of 18, of Product Evaluation Docurnent (P. E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �%%%%111111111116$10" ��,� ,li., T/I % x . . 1�# \ ��,.­­­'­ I/- . ,J Nse-%.. -��r... �Nr E �5 , ,_ �_ - . -4 - ,4- .,.- I ik '-*--­I� - '. . 0, =4 67 S : 5 - 21 -Z, :?" tj * :*E " / *. 8TATE Or ' M 1, � ,_� , * I * (1k - S I. . , 111wo �. ,70111I)li, , �', �N, - , , , . . "Vpi',,'.�9 , /0 . Nx�'_ . �� . � * � 44 , 'k, I I tiIIII10to 0 CION "Y0_R1A0_ZQ-0U= I 5. INSTALLABON; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6. 13, 14, 15. 16 and I 8 of I 8, of Product Evaluation Document (P.E-D.), drawing No- 20-175. 6. MATERIAL CHARACTF.MSMS-AND-SP-MiEtCA,nQk%* Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E,D.), drawIng No, 20-175. Anchor specifications shall be as indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175- 7. LIMITATIONS NO ACONATIONS-Q-F-USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No, 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. T111111, Jr, P F 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on sntion 1(�20.2 ot the Florida Building Code. 7,3. Product shall only be installed into poured concrete, concrete block, and wood frame -structures. Product Evaluation Report orepated by Walter -A. Tilit, Jr., P.E. (Florida License No. 4416T), President of Tifteco, Inc. (Florida CA-0006719). I'll AT ­110 ,,,,,,'�tl; , kelzx ,Z. ,�,; .......".." , �, , ,-, * '. -, \C E N oe . --�� � 1�, S� .,,-- V ;�A­"`"Z: - _­��_ *. \ �141*7 - :� ----7'- J - ! - *. = .: * =� WATILL " �! . * � D-1 Ill F-CO ADMO14 RECOADU k P L. REPORT.2a kai.01iAl. PO'04 IRN 1)RC,3 ,�, L GALLVANIZEQ STEFFI-87ORM PANU \DRVFc#20-17rlRLPM*21Q-QM.&1, , Xl,'-. OR l I ,,- r�, - - - ­* - ""'I'i 6`1 ...... Tk 4ONM.t , 1#40,0111100, __ ,--,-.-------- 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, 1-/10. 2W/10, 3W/10. 4WI10, 6/ 5W/10, 6W/11 & 7W/11 � 3" MAX ANCHORS FOR CERCIIIE11 SEE SCHEDULE ON SHEETS a III 9 - ---- --- - 3* Mo- �__ I I* MIN, , _.,___ _ _ � --- FOR WOOD %ICE SECTIONS ON SM11'M 10 & I I f I, MIN. I � I __ . __ _67- - t__ 0 1 0 6 D. M.. 0. (�). (�4) - (9 . I- -"--- I- _­T:i___1_ I--"-,- -I--, ------ - — I - � f -i--1—T--T-1-T-7-1-, , 7 , : ! J, I I I . I I I I I . I I I . /I I I . � . - r.,�,(�) .111 . I "� -(�),@-@) 11� / I I � ,� 6 �, EQ 3 / I , I -_ - _. - �1 � _[___ _.. -.- .... " 'm - I 9 - - 1­ ___ - 01 , , - I I-7' -- - -- r - , -� 1 �­ -- - --- - __ I ___ / - -,- __ - __ __ " FF17 I __ ­ __ _­1 ", "..� I I ,�, I qk- - � - - - I - - - - - - - --- - - I 9 101. I UNDOILIED PANELS I � .r_, ED PAWLS W1 1/40-:0KI SECT AS I SOLT W/ 7/11' . 3/37* : �I 1S1-ONt`5T!5 (SEE 0 EA. OVERLAP AFAIALMC-ABLE) / (SEE SECTIONS AS APPLICABLE) I I . I L-1 "I 11 4 ­ ,4— 11-1-1 L- I _U I � __ _ -_ - - -1 , , ----. _ __ � , I ED " " T I I ! � I 1,­/�� 1.1 I I i I , _ . -­ I.'. - , D.M., (R. (R. (�)_ 6AI . -- - - -1 . - -_ - I - �I; Iii. , I. A i ___ -.------A-..-. -i _W - j�_ RL i I 04-(�).&@. (�)-, t r MAX - 3' MAX 114. 2/4, 3/4, 4/4, 5/5, 7/5, 1. .� -4 I* MIN - MIN [,,,.- IW/10, 2W/10, 3W/10, 4W/10. 6/5 1 0. SW/ I 0, 6W/I I & 7W/1 1 I - ANCHORS FOR CONCRETE SEE SCHEDUI E ON SHEETS 01 A 9 ­ - I POP WOOD SEE SECTIONS ON SHEETS 10 a I --' ' REG R S T 0 R M P A N E LS A ) & ,I 6- f-LEY-ATIDN w1.5. 1/,I* M., CAP 2 57' (MN OVERLAP -3 WHOLE VALLEYI I I i --A . - ­ _ ___1 , - -,--- " -11, - -,-- ­ ___ -17: , , �7\ Z I'M S: . - / M�1_1'_1iL_,_.' � - --- ,- IN 14", 1/4* % '1-711� - MAX, GAIP ,­ 9, �: 0 . * .. ." L@ LO) �' �, . E "".. � FLORIDA BUILDING COOL (High Velocity NUT Icons Zone) I I -,--�o ' - "'t- A., 20 GAGE GALVANIZED STEEL STORM PANEL IP X, Mo 44167 ". I � IT, i . - - *: * -:* ! - ­ __ -, ot../- 1_Q_1_QN_A_-_A1 � L � - i - - I GLOBAL PROTECTIO PRODUCTS, I.I.C. III,,, ,T� i� ATE 01C �, 4' 11LIECOSPIC '\ � �.I!I 1711177 - Fuilp- , tun TFV A, [MAIN11- C_._ 1�`PAr, k "", 1-op AHCAP, TAFr 20-176 (WHM-e. (�)M--1 %N�;� ........ ; I -.L*- -,_,, .�!,- -_­T­,.`"" omee,A� . =71 --i - - - I - 7% . _____ /Oft A= .LP ., 11 I - -1. 'J"I ! WMIXF` 3 0 " r ,�N . I .146 I ,AF I ..", I i - _ __ - --,-------- - ____ ltq$IALAII)A-UJA15--f�QR-RMU.LA-� �J' �'_i INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK 5TRUCTUR _._JJM TRED coNc -f Rm ___ TRU) CONCRETE _ �6 CONCRE`rr BLOCK - ANCHORS FOR CONCRETE SEE SCHEDULE ON 6 ELI 9 - FOR WOOD SEE SECTIONS ON SHEET 12 3' 4EB=RETE Bloc. "KoW coNCRE11 BLOCK REGUIREU I 3: v., . REQUIRED I 2 67- (.N DANAP_-�WMCLI YAUCY) I , 111". it wi. Will I CONCRETE ANCHORS _­_ (kr SoMeDUUT ON VIDNIC901 AWCHIPIN Nor RCHOORLE M o..CF" MA"Re's - .!am (SEE SCHEDULE ON r*,Iw, - 1 mm I SHEET, 1) VNEE" 8) I SHilin Ill, � i _1 1 — I I ­­­1 I , __ .. . � ) - - I , 1 � . ! � , 1 17,1.1 I : - - 7 1 1 C I C - i � � 1 I I I I . I I i I � I I i : I � aill, � : I � I I 1 � i I; 1 1 1 ,.I I 1�' I I - i _3 i ,�, I I I 1� I I I I I -3 'o 1 I - - I I I I . , , P — 0 i I i � I i � I I . I I I I t I � _� i I ,1�� � ! 'Ll I ­ W - - '_ di; 2 : - �_ I I . — (M - i-I — -_ . � I : a - - I - � [".1, i . , I V I M FAIKAITIAT I I- — 69. � � I i 4 r1r ; . I I 6 I I _fFt 11 11 I I ! I � I I - I �J � I _ 1. _ ­­­ -_ � . I 5i- , � � -V,-,L sox "I "I .. ­1 4. - - I - - 'L' . 4. :I/.-.--,- / I g ;�Z- . 3, * _i­__ . * , I ;,/...-I,FN,, i 6 .--I ;;V . 3 � _ i - I I - 12 skis -6 1 1 I is 1. 7�1 T i T I or 7"'I I I I T !_ " , I I i � I [� � � : 1 I I " 1 1 1 I 1 1 1� I , � 1 : ; we&* - I i I 1W 1- T I I I 1 � � , I , 1 Iii I I � __ _ _. : I � � - - rI � I 4 __ a i I I i - I J I I 1 Sol � or 1. �9:r ! sox , =PIL4 gD I or IV i I 1 -1 - I - ­% 3. MR. ! 'L' I - . 4. 11 'A am Will 5";.. D,M..g . @ L* w,P I � . MAX I I 3 j I WI�T.1/ I - a "A' or 1 _LX . i I - .a ANCHORS FUR CONCRETE SET SCHEDULE ON SHEET 9 - foR WOOD SEE SECTIONS ON SHEET 12 714"NvIl- I�', rox � , 11" . 12 I 1� � � I "I 11, I I I I ; I I RE9ULAR STOM WJ;J ,� & Q ELEVATION /,�.jj ,I` i 'Ir - Li I . I 1 i 1/4* MO. GAP L I i 10 I I I � I '' /, 1�, E-E.- - a I --- I A I - 4 � 1 �4-­200/4' sA � : ! I � - � i � � I . _1_1 I I - 2.in* (Me. "up .1 ow vtum I - I . ­ MP� It. I GDOU1 IR/ 7/9-.3/32- WIN NO 6 12 ./2- OC CONCRETE AMCN�M - i I - __ ,&f ,�WCRM MID 5TM;vLKD I 'KIT ,c"On cc, (SEE SCHENAF 04 flier "EVOLE t/4- .t .On .) a III/ SILK, (SEE VHEDvLA ON SMrFT s) SHEET *) wiNw OP �� srnom A -A (Tyll pwerm CoWARTE M TR,W . � FHQIPROD SCALE 3/32-.1- Dow" 6KDCX Koulft", efoo"ED . MOUNTINQ INST4"Apo DIRECT 6NA WAL& MPUNTtHG INSTALLATIO - DIRECT MOWNTIN INSTALLATION SECTION 8 sCATE 3/8-,- =�_ SCALE 3/5�1' SECTION 10 5`A`1,HWAT,i; A. ..... " P.� Titt ...... .... . � . . EN ... 4� .. .. . . NUT cane Zone) FLORIDA BUILDING CODE (High Velocity NUT Mimi NOL1211-0111111111ARM-9f.-U& � � . No 44167 '. = 2 : , . - Azoil TKIETV. e`C " GAGE GALVANIZED STEEL STORM PANEL ____ - , - . OF - - __ ED. E �DIU '" STAN 'E ,�, SCD1,'EDULr, ON , SCP� ST LE �7 TOP & BOTTOM MOUNTINGS CAN BE IN ANY WAY TO SUIT ANY B . I � . *: * C�r�,�,, - -_-_5�4- __ , I ,-� _> - __ .11 � � 'I GLOBAL PROTECTION PRODUCTS. I.I.C. 1 11LIECO.T\ ARM s* 5, vein '/n /,KTHI b." " .) SHEP 9) COMBINED INSTALLATION �.. 4-41-ZO �,I' 1, .�... R%I)V-.. I ,., , -,. �P, .. %.,., sse, 11-1 F91- . UI I- -1 PAYS. F,_ 3"I. )""', - A - - - __ . - P�CNIL (�)m-lw. P., (_ - - . Ret)- AM, 20- i76 DRANNA, NA �4 "If 611i __ CA ��_ I -PUP A. TKILT 11, -1 I ­ FLORMA U1, I -'OF - . I I I ___ - IF ,I, iN . __ .- - _4­I`I (D Q) r- a) _0 —M �> Q) r- -I..- U t Q) (D k Q_ C)- = 0 73 0 " - i-_ U) (u -6- 0 70 a) — 12- Cn - a) t=f Q) -0 C) 0 -C) - _0 = 0 C to ca- — = i-- -9 (1) 3�: M_+­" C 0 -0 M U_ 40 0 — M �> W __ . (n a) 3-- _+_ % Q_ = F— M _0 -d . =_ -I-- U) < 0! 4 Z Z W mi C= " V 't'. Cr) -as := 0) -C3 :. E.L.1 4=) 2 = ,=, . =. g = M = CrD W " 11 " -� -0 CO >< LIA_ I. LL_ ci� U`) <0 =. - U; _U " -= a, 1:1 5 ,ct C14 iIe 3�. a) cul GO - -!� = 'T >. E = CZ CD C:) � ,AT = ,J .- :r cc -i; 3: 4=11 . - W 0) :5 MI. C= = W .;:,. W . T :R, -.5- -M to) = E M ED � LJ - 12 Cn L. (1) Z3 U) (1) = CIO L) L. L. Z3 LLI :E < ��_� Z < __J a_ A (1) (a) C_ U) CIO > 0 L_ 0- 0_ < a C) I _0 0 L__ 0- (1) (f) Cu co SHEET NO. SH 1.0 DNA, T AMrOIp IT 1 / I j 2' I 1 1 ' EDGE W W ArR1CA111. 1 t/4' YW. WALL AND FLOOR MOUNTING INSTALLATION TM SPLIT PANELS r ooaWTt gas)eaRnAaar H MI rl AAua +WN< 2" L F. 1. RN1W IAl1lN .- vwww (3)1/• Q 4Q,S r r 2 T✓+rr +Arcw .. , 1'� r' eNrlR IT NW 7 E/t11 wR1 a. / i 2• rAa1e rov ��: tP"MIIOWR'R""a m� �` MN LD. X SG1LC: f 1' I• ��, 1 1 1 DETAIL 1 1 1 y .Ra•Lrr I1HIN0 / -i r41AN • ItQ 4reB1/ Y RII as" / Q RNA , '. .rNlwrll ` rnAA I A 1,o rT. - - a ,N6 1.Im, L-� i i.M"'.s'i r P< YI, �/ mw� aaur /, 11•A ��1� �1� � � -. �''"EPl7bl1 D "R 1rAI �\ 'rLq1, PIMU .RM NIIT', 1 I t YJ1,/Awe'-r - I MSC, 9) 4 M YI® \D DY t ' I ELEYATION SCALE 1/A--" L,IDH v DETAIL C V I' MULLION SCHEDULE laoau catAxn 1 . --- - -- -- curcRn Acrral ,', / I - r I n 1 (Ala ,oenut 6N >Mis L A r. ,A4ai _ � ejP aRnRc rrw e� L Loc4n Ar oR� ``�� CAR +oNmMe i . Q 4aTD,6 1, z • . PM Mt]n 4 4 1) Mo. MULLION SPAN (in) REGAINED M-.+ TUBE MULLION _- 4•-6• TO 5'-6' 2' •• . I/B' 1 , ,.4 > C-IO, Tn a_D' T' . e• T I/e' • SPyA,NS YKI0 FOOORp,XS_77gDDEESICII I'RBEESS,IRE RFAGI •• MARA�LTDOi[LSSTO ESTOM PWEI.'SMALLS [LMOTN OfoFNiD SECTION 1 F SCALE 3/8.,- NOTE: WUWON CAN ALSO HE R151AlLEp 0/0 STORM PANELS ON TOP 0R M07DU SO THAT R O LOCATED 41 10P OR BOTTOM Or OPCNNG IONS PAWL, ORD" W/ TUSC TOP k 10"OM) L. 1 2•- - - SECTION Y-Y SCALE I/.•..+ - •`''DER No.44167 QI PL 'IIIA/tIGN/UlE/dOF -�. MAMM BrMI •fro MIAlIDN Eo+mLa[t-� 1 SPLIT STORM PANEL ELEVATION .nlu-...SCALE FLORIDA BUILDING CODE H) h Velocity HUFricone Zon .2o7n -.ncc. HL 20 GAGE GALVANIZED STEEL STORM PANEL f° oa+R IT, -'• 1 m/nnow IL EC O )Mc. GLOBAL PROTECTION PRODUCTSSt. 51 SPIRIT, LAC, OUL .IT T 1nIM0 6 Ewl.tliw COAIPAMI' w-, rL SILT'... wArr.raea n A,N /tlorE: fex)eY-154e. rAK <esH4eP-e,aT 20-176 ...,IltMllr lW Tr CAN, n�-ID, INSTALLATION INTO DETAILS FOR REGULAR EXISTING WOOD IAIT�r•I STRUCTURES PANELS[ 1i & (a I/A1 IK ,Ip"bMs a1 /r r•' _ . 147 I ,r. �`"fe'tI.RIse `14r k-77' ess"NNIO -Nrl l 10'sel. �' ya1(' L- I(I INSTALLATION j r WALL MOUNTING - ALTERNATIVE 3W SCALE •/A'- >p I 1q . fiall Goa, Vle. Pam' 1^J'0t�1 _..._ •` __ Era -- jt Ara rrr "- iii r,aRle Y rr�1 rule i IF I BUILD -OUT MOUNTING " - j'6IR I , INST t l �T10N - ALTERNATIVE I-�,' ry Ma aa6. • r „ '.,>,r ",,,eveiTm' SCALE 1/4' CEILING a F1.00R MOUNTING WALL 3 FLQOR YQj�E WALL MOUNTING INSTALLATION -ALTERNATIVE 4W INSTALLATIONS -ALTERNATIVE 5W (SECTION AT TOP IS UMIT137 TO ,55.5-670 MAX, SCALE I/•' INSTALLATION - ALTERNATIVE 2W A t U DESIGN PRESSURE RATING) SLALf t/:. WILL- 1/4' . 1' rr PROP Im ''el v AIOIM. 1 RP__ _- �Ur1eR�1�IrWNa,- IwIOWeld YP ONMM NOTES : LIIIIIIIRIIITR/,, FLOOR MOUNTING INSTALLATION - SECTION 4AW s1/4' . , � 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS =` ,.•••" •• , %S UP TO .55.5. -72.0 pel. AND PANEL'S LENGTH UP TO 8'-B' ''fl �: �`y�P.•' `�CENr6�7'-. FLORIDA BUILDING CODE Ni h VelocityNurricons Zone 2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL = No.l _ 610'011RD u.c 20 GAGE GALVANIZED STEEL STORM PANEL rP n ND.TE_fDFL yONDINAnoN OF SECTR)NS. y •Q'• ST� .---� jGLOBAL PROTECTION PRODUCTS, LLC.I�E C O T P TTOM OUNTINGS CAN BE tf10 M IN ANY WAY TO SUIT ANY COMBINE. '' •. ( RID ,. F J�� ''i4FLSS`/O E�.�A�f+� �J��.•�.'�� / AND.SM SI iTRG1 A0 -17IB20 6 .. ]N •MUM. .+NPa n n1. naE raNY-7e•1 IAA sA -e,.7 w... �IaN'J i,�4�T,t "I � AA. f N � INSTALLATION. AL A•Nrl IllNlq^' sRA,/Pw4TuRo%w RAtCA A TOLD J., P.! FA39 aRm IO v is MAXIMUM A.S.D. DESIGN PRESSURE RATING ,(R.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE Nu J•. (MA Nr1 Z1 A n loft ALL<;u�1, AS D fS,QH c!") -RArIN IA• P ILMBTM ttrgynM*N I ,, �C0ptW1<il,IOx yP�n,01OF H •ml. -7L0 T'-e' M LESS 2 1/4' LRNBDLTID , 141h, 6 6 7 .76A -72a >l•-r To LF-B' MR.. 2 7/4•----t---iMRlDlitD r 1MU B a 7 •ee.0. -/2.o >w-a, to IV-2' LAM. 2 t/7' • �Y NnI:MLL"DILPS"W' • •1ze, -No ,2L., DR LEES ] • • e0lito RRIREEML't" {, e k ,o • m m W/ to♦ -]AI' SS MS a wNIt " M cwu I a wontLmN a -E:. MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.B.f.) AND CORRESPQNDING _MAXIMUM__AACHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (j; k_Q�, INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VAIJO ONLY FOR PANCLSII)k ha INSINUATIONS AS PER SEC70NS , THRU 7, ON SHEETS 4 A 5) WKRR,11 AS.O fRSARI PNLs5U1E MTING (Pa,) 4AxRnliN M•01aR] ir.,M .»" ED. - a 1/2' •' -- APPLICANTS TD Wcrarn E a ('0A1brMT,aM el THEM Y4D1MY PMEI LU M •L• (R) woo. n bI-a1P MR -.I wnn<n ,awl a _ 'AWAM n w{ To COMCRFR TO CSr to OeMCMCI TO CONCe.RETE 10 CrR TO EO�FA ,OMIr To CONCRETE to OlfE TOArN BLiEM O r N/A N/. IV, r M/A r N I WA (�) {- S MIA M/1 .• r {• r _- {, ' {• I (IIOTroY) {' WA N/A WA e• M/A {' N/A f M/A 7 (TOP) 6' WA I N/A M/A {' MIA 6' WA E WA Y (Bormul .55.5, -no r WA W. M/A {' - N/A or WA Ir N/A 3 AI . I•••) r-6' CA ILsS Ge LLSS 6• 6• M/A N/A 1. or ---` •� 6' {' 6• ] leorroM) 6 MIA IVA or N/A 6• WA {•N/A 7 (TOP)f 5• �WVJA A N/A W a- 6 - 6 fl { 4 a 7 N/4 N/A /2' a ,/: 17 ,/7- a 1/: 0 ,%.' e t/1• a ,/: a t/.• S (rOP/110T w 4Q76 to a it /M AIGIORS TYPE: 4 si,or G rM twin- P IIGOo FRAIB suUmia. MMMW AOMCK $PACO" Aw IRMIMM DOE 0151ANOE Aft INDICATED M nos SCHEDULE FOR CO. JU THAN M"10 M 101EInULL *MUM AMOMm SPACING A LMATPLP o Sr•ACRD TROR%i M BONMAE BY M rgapeD FACTOR. I'm THIS (PL%OM TO Br ra6PRL. REDUCED SPA Me DVA•ED 1/Y FACTOR sr4tL W es LESS T,MN MINrue [Mello MQMTW TOR UCN ANEW TYPE A, AMC PR{ LE{DO. .1001 TIBw /•'a 1/mI - _1/41 o LM1rkwilwHtYFN TgD-!1 IRO Floc aP101i �hJ -- 2 a a a R In a oNr.r I rwt • w=7 Mar, a i a a r a 1 n a iln a�n -- �1ri AWJL 6a an` R16IOB 1 ,n• al b It I r Tm ImIII- - - Ix 43? ' NCENSF' • 9Ey No. 4167 - *: Oki SEAL 110"TVn/Mn FLORIDA BUILDING CODE (High Velocity No cone Zone 20 GAGE GALVANIZED STEEL STORM PANEL. Tr I7MMN m GLOBAL PROTECTION PRODUCTS. LLC. 01/"TeiO L E1 C INS A400 3. r. SI aIRL[I o+4c. n ]la+. am xo • xo1 �Axr 20-) 76 r IITNr1.D 4Mp yHlr PIWE (e6A7Y4-reN, rrY: pR•)eee-+Sett OArI1T+r 1e U-aW61,e L1EA A IILL(r M. P,E. N Fl .I _ �1 seeL011 ABrI n INSTALLATION DETAIL5 FOR REGULAR PANEL5Cb dC Ji IT/B PANEL LENOnb Del Im LP TO 3•-a' A6 5 1/1' Ox INTO EXISTING WOOD STRUCTURES mm 11CMI UP t0 AF-e' Mn M 01. 10 rA IE FTMA E ID M PAMG>MTE PLUS • ��2 1/t o t. WITH 1 1/2' MM. n.WADW PtiR[TMT,OAI To , It' /• HIADEN FOR AL URciNS IP ��/ � � /I frR erABWs • e' Pc --- �iIT _.. ri1 ` 3 a.N �I EOt. i I) i � 1 I � Wm NEAm1 1 e16um I I W°°° RrAool Mo6G ,rAon 1 I _ ; Am1W16 aw.wn i 1 ALTERNATIVE I ALTERNATIVE 2W '�' SCA F .1/11 -4 SCALE TINT I' 4- E1 i TIRE Bplmlu M atLT e I I � am i AIATw rM 0. s A5NA 'RYa�''Mir RAP. TO I i i I 60I I r EO T / 1i 00 ... j EO' 1/2 y ) __ to; -t rer r JJJ �'m/•�%:°/iii:�>Jt/y 1N, t II II wo nAn , �Rm i , t 1 I ( ) (I ,/: LD.. }/e• low eRAss e„sre+o - W/ +/4'.-)D•T S s M 1 B 6 ,/•' n C--- FM PAnQ U:M7IN1 V To 5 -e• AMU 4 I ' �\ II�oEEIo I 1 V 'I /- o[ rust uDROrot u, to a--$. M II. -,a P.&IwTt f1m.1 D OR n "'r, RUTS • 2 /1• a. c IMn, 11` ,/•ti LAc +rmtix a 1 oc R . In r .WORM rrOR R oM ALTERNATIVE 3.1E ALTERNATIVE 4W /2 MA HRrAom ,[MINA ON AT 1 C. oO Rwn RDA 7ti.' RA'T { MOMOn� a ru*r SCALE 1/6-1• scL[ 3/5-,- I I . 1.1 H -8, ALL LLwNs w ro e'-e• MP. ticou'm' '� FRAM DIB OL MOUNTING INSTALLATION flu. LD- CONDO ITERNAf ', R COCA IONS OTF SH r1A T. G SHOwI F C ALTF-RNATIYE BW ALTERNATIVE 7W SCALE 1/e-I' sCA�. )/It-• NQTti: nt1•NNHNIrA p TIWt 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS W(TH AS.D. DESIGN LOADS ra.•,1Le, aaP��.-•''BENS UP 70 T55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8'\\ F FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PORE NQ. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 16 ?* 20 GAGE GALVANIZED STEEL STORY PANELT,PN n KTi.F�B :()NBNATION of s<cnDPS _ r •. E Of - ,0. t FT Q -- T'-�--�- , !IL E C O tttN \� - - GLOBAL PROTECTION PRODUCTS. LLC. a i2,n nn 4aro sae TOP k BOTTOM MOUNTINGS CAN BE COMflINEO IN ANY WAY TO SUS/ ANY ', G,t•,,ij%' (`S','• •'� t' / SI ( ilur;r[1 0 l EMa1�• nONPa= a. a IN r+mR N .. rl n _1.P ( R 7771A . 31. 20-176 •,rae. .1A -re.e, rA. teaA)4wam INSTALLATION A ',FEMUR 111/1NL ( 1ul/awumME/an rA1[A A nlP'Y.. PL M NI - >r.IT n a b MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING S.CBMLE FOR REGULAR STORM PANELS 1' do J, INSTALeT1QN5. INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAN" (Dk @ INSTALLATIONS AS PER SECTIONS I TNRU 10. ON SHEETS 4. 5 A 6) �� IIIXYMI ANCD16 SIA.WD Id [D. - 3 t/2• •' AS O. DESIGN VIACO11--- U TAP -CARP CALM-W rAEaMAm /AWLS D PAIELYAIE PLUS 9010 9[T •w'x"E TO uETaa IMNINIUI PANT: PRLISUla MnNG ro pRNtM[T[ TO COMCIIETE BLOCK ----r TO tttN[R6T1 I r0 m•Itllcn BLOCR EO COrNdET[ To CDR•C1El[ LOCI To CONCRETE To coNo" ROOT To CONCM[IE ro cmiCtim BtDOI TO COMnm To CONCRETE BLOCA / a N<v CDiMWATp1 or THEN L[MG1H 1' In.) 6• N/A N/A N/A 6• N/A 6' N/A 6 N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 6• 6. 6• a' 6- 5' N/A N/A + (BOTTOM) 6' N/A N/A N/A 6- N/A a• N/A 1• N/A N/A N/A 2 (TOP) 6- N/A N/A N/A 6' N/A S- N/A S- N/A N/A N/A 2 (Yarrofil) 55.5. -72.0 e' N/A N/A N/A 5' N/A 1' N/A 6' N/A N/A N/A 3 k 4 (TOP) >7'-S- M A'-6• OR LESS e' 4' N/A N/A 6' S' 6' 6' 6' 61 N/A M/A 3 (II mom) 6- N/A N/A N/A 6' N/A 6' N/A IT. N/A N/A N/A 7 (TOP) 6' 4. N/A N/A 6- 6' e• 6' a' 6' N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• - 6 1/4- -12 1/2- 1 6 1/4- 6 1/4" 1 a 1/4• 6 1/4' 1 6 7/4- N/A N/A 5 (TOP/BOTTOM) 60.0, -53.3 N/A N/A 12 1/2• 6 1/4- 12 '/2- a 1/4' 1 6 1/4' 6 1/4- 6 1/4' 1 6 1/4- N/A N/A 5 (TOP/BOTTOM) e'-a' TO 11*-2• 58.0, -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/.- 6 1/4, 6 1/4' 6 1/4- N/A N/A 6 (TOP/BOTTOM) a'-e- TO 1V-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4' 6 1/4- 6. 9, to (Top) 43.e, -4a.D 6• 4' - N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4' 6 1/4- a (BOTTOM) OR LESS 6' 4- N/A N/A N/A N/A N/A N/A 6• 6• 6 1/1' 6 1/4- B (BOTTOM) 12'-A' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A a 1/a' 8 1/4' 6 t/4' 6 1/4' 10 (BOTTOM) SEE SHEATH 10, 11 AND 12 UDR ANCHORS HYPE a SPACING FOR INSTALLATIONS 000 WOOD TRW BUL0el0. AeM41UM ANCHOR S•ACOM Me MP.MUM CODE DWANR ARE INDICATED ON 7.4 SCHEDULE FOR LD. Los THAN e1pUTED ON SCHEDULE RIDUCE ANCHOR SVAC040 BY MU 71PIPMG SPACING SADY1 ON SCHEDULE OY ,HE rOLIpMMe FACTORS. MR THIS OPERATION TO BE POSSIM3. REDUCED SWIM OFAV40 USING 'ACTOR SMALL NOT ME LESS THAN IY4AIUY SPACING PRCCATE) FUR EACH ANCNOR TYPE AT ANCHOR LEGEND. 1/41. 1/4'. t/••. Ile. 1/1'P 1/4's AMMM in __ TOWN L:Ik-W mn D Vaulfjt ullONN�I BOUOiT N, MNalm wo l0 W 3 ] ) ] fo...r fN3 mTAo` n - l ..] - ] , n a In a r n INN.Y NIIHA. E.,) RGr11E to(WK m64 FACT0R =' �P��EftC ENS '/ Is No. 44167 ST TE 90FF F( IOA SEA./SMAMTIME/UAIE FLORIDA BUILDING CODE (High Ve)oclly Hurricane Zon f'eap 1MT6I Me 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. LLC. Tr D L E� �.•E IN6 A100 SR. 11 S1wFET MYa. rL 1V,4 wn: ,Ma;t 1"RR M 20-176 u n1-4. Use Ln N,n"'• U-000e714 PMONT': <a].7eY-r6•Q rAX t[s+).et-RNr ORALWF rA AA r 114STALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES I'j� au 14.10PARELMATE PLUS �i4,,r ,.-,0 PANELW.TL PLUS O.C. W/ 1 1'6• ' IA-10 PANEIAMIE PLUS ••- 6A'atIX THREADED P[NET"TION ro 111READED PENETRATION TO W000 III,[[AGOI TNNIEADFD PENETMTONEXWOUIRED EXISTING WOOD HEADER Nw. ' n7X" i tm'~•0.6-.-oo. 1 ( Ir0E61ND r" T 1 I all II I � jIrt fl[TWOLAC M SHLIS t 1 no Yr rn6aAr as ' I1. 1" e 1 FOR4w SVAM11aM ' ' s SC LIMA! ON PELT a rM w. YPA A_ i 11 to mM0 . ..- ._. M. PANEa LENGTH ` To aAS - - _• -_ MINA PANEL ro Q Ass lElgnl _. -. -:: �- YPr PAAEL LENGTH [SEE NOTE ,) Ln r-aprr R! ' ' (SET NOTE 1) v4ti••rd1. 6,L. rl r/ L/B•P . 11aY D106N I (SEA WITT ,) 1 • D'QI OIOEM I WRrr OAVeM I I ! i 1 SInE I a t' r I IN i' YAM t OF f YAX � � Nl - ' T� 1n- ( teOlr BRo IT oz 7., • IB I/Y .0 +N 1111 • _.. _ /•' L /1'e IAA SCRCiK 214' W000 PL/.Tf, 2'..• W000_M U_ 1 1� I't4'r000 '' I II MN D to PAPTLWTF PLUS REOVERCD 1 1 i • T/.' 0C w/ , T/6• REOVWCO V/E�y t I Cy9A1. ) I AT rbeIMETRUTHAOED OF ATE Is_..; till 1/4-.LAG SCREIP• C mowwN OF P UR L ) I IF O C. STAGGERED w/ 1 II 6TUC M/ t /2• WIN P[NE PATRON ' DIRECT MOUNTING INSTALLATION LIT, 0vCD AT DTN Of PLATE 4R,MI ALTERNATIVE $W DIREC"OUNT G INSTALLATION DIRECT MOUNT INSTALLATION TIuLc 3/e-1' NOTES: sCA:T 1/8-I• SCALE 3/8- 1. INSTALIATIONS FOR ALTERNATIVES BW. 9W k TOW ONLY VALID FOR Lu1HINi�NNA„ WITH A, SO BUANE,CELL LOADS UP 10 443.8. -48.0 P..I. AND p..• LL/T✓ti, PLI 5 LENGTH UP TDESIGN-4 t0 BE SOUTHERN ''• 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS ••,,``���P = P.••' GF.NS � , S\: F PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. - \� i FLORIDA BUILDING CODE (High VelocityHUE Icons Zone NOTE FOR a1NAr1011 OF SECTIONS No. 416 *r c2100 amica' " 20 GAGE GALVANIZED STEEL STORM PANEL ItwlI n TOP A BOTTOM MOUNTINGS GCN BE T S TE qq GLOBAL PROTECTION PRODUCTS C. LL of Y >0 / /70 l A AY T S I ANY COMBINED N ANY W 0 OF INStALIAtION, ,.,. �'., "Q. fl fjQ --T' , IL EC O ANC •6pp S. 6+ SnMx, Gtc Rl�i no,wo` t- ww I-'- 11 r 4sM.. n MAN ou1F. R ."A ( n+D111 (6MMY-7w. rAa tw)eY-oe, 2aurwD tii� •sS! NAti ENE•` ;; 'rllll ti:Ian m�w� �+ r+ IDIUI' L MNJrO,MTLME/DAn U OOOeT,t PA1EA A. Ia111 W r.0 Ab n_+A Leonia R 24 -6--•' cn 0 CZ ] O (D U Q) IL Q O O 0) j U (D -� O U O O O N C 0 u- 0 E � � _U L__ trE���J -0 V ) GV L c cv a] v M > W O L 0 0 h ao 5'. yc @ C L3- d LL N � o N Y � � m E Y C d tJ Q _ 3: CUT of as � U Y3i C E ED a U CD CGNYaETt A4GAIM6 CONCRETE ANODE /M CONUE/[ ANCHOR ][E SCHEDULE ON SHEET 14:-- p p (SEC sc11EDUlE M (SfL sC,lEDlll1' ON I'm IRTEDP SEEN' SITE SLC110N ON Start IS LOCATION 8 8 LOFATKTE SHEET '"� S'r7' " )� ; L+ - 1/4. 2,/4, 2A/4, 3/4 ae 4/. i, z k iW/is '' ��'YWN�16 8 ALh AT ENOEPA/c� INSTALLAIL0�1 _ D, .TAJ FQR OPTION # t FOR LIFE SAFETY STORM __PANES YSIEM _j POIIR[o cUNCIIn _ J 1 YI.' �-,AT END PANEL 1 A'. 1A0 XW[N] W r oc. M/ /� \ .. • R[o1rRm\ ,SAD• ( . _._� -' r-1. �, r._-. 1'-0 t/2' _•. I STUDS �E t',/2 Mn iNRriot(I [cNLTRA,ION Y._ (I1 •QpLO b0swt N I N S POUR[o cowREn I . I ') _ c12 1 2- o c.) I ro HOOD ,EADtR IlralYrn iU HOD P ` �I Cn k 5/B• 4w. (CASE 0 T L(1+I t \ n +� l STUDS • EVER, - O b 3' Me (CASE N) --'i - - - - -- - o TI TI 71 ��TI 1E T1 1F iI T1 1T7I . IT 1r tI �1 1r }1 It oVERUP _ i J I VJ EOEDIrC i ! ' N! SPlmut6 I - 1 )_ IT 1 1 1 1 1 11 T t ( 1 1 1 1 - (i2 1,2' D.C. , r I 1 tQF PIT60W PA[AP RII.J) TD NotD PANEi ' 1' 1 rOR �'� • EMU Y.° lowMTON � RED WNW (NnNOW «Ea2 (Bnua I I tE+o RRNe3 _ t i \ .. r - - - I +) s. .. 'I -12 t BO' ,k � I m auw ',/e q� i _ SlilD a 11 o.c 6Pn iris/o.c 6 - _ 0 - ,• 7W1E) t --- I EGI _ `i DP - j I I ^ �' {r/ J t ... I Mr(ER10R ►ANAL EW0 PANEL �' / ) _ WItH11[E�S (CAR , _ SCgCW.W/2SP[mNns I 1 I INTERIOR PANEL END ME/El I 1 3 .. _. - - u -. - OR pRECi MOUNT r �.. _i dP (4B 1 •• .- '/ w. M/CIIORI ' aa` 1 1 Rewllm \ - 6RT• T/+.) - ro • it I/7 OC T Mn. IOU[ M ro - 17 _ 7 Fr-7'•.+ rsDl 1 x0D11R MLA. I' s' }•,-, n Epll ...._ 3• N (NE NT. 2/,t a I 1 1 UXOI ° SPACING OR SP MG 91NIDCH eEWC I JARML AN*"' 'I MOnn KAnPt a • . 1'-S Wn. - 1 -3 YM. �V- Ii DETAIL i :WALL MOUNTING INSTALLATION PPLICAg(L_IQ 3CH0UE __j) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) , „, u• " "`° O •. .'/7 f1a OnMl i/I. • 1/t.) - . (ALti�,aWl10N SCALE; 3/ta' 1' SCALE- J/,e' t' y;X j1 r/[7�"oc + L[ M Ar MD wr<u) ALTERNATIVE 1 ALTERNATIVE 2 I i I �/°:�"S'/'. MAXIMUM A.S.D. DESIGN PRESSURE RANG MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.I AND CORRESPONDING �- PnLOm COMM" % � I � I I (R.s.f.) AND •� ON CONCRETE y I I MAXIMUM PANEL LENGTH "L" SCHEDULE (Wlsi ( [ o •"+]"ii°Mnc' Q CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT l8; FOR ,APPucAEILE ONLY ra $ECTx11f�_a_A_s ,NWsrI :I F' SING SArrn SrOEM. RML I I/4, 2, 4, 204 3/4 Del 4/4 1, 2 & CAW/ts T, ; A IW/I5 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES s•STLM ON VW-LU I Cn IQ i ALTERNATE LOCATION 1)t) VICElot E W1eNC1. ON UFE SAFETY PAWL . rM YN 1� ■ / I AD w/NO LIE SAFCFY PANELS LOCATION OF LIFE (SEE NOTE )BELOW) --_ S,:-AIMT1pM I i I S REGULAR PANELS W/ OR SATM PANEL -J YAXIIAIY ASD. APP14:Vl.0 TO •4A0. ttD a-4' i ]/.' uea+m ro MASS W/0 REGULAR TRACKS IAPCOY C<w-YIP CNa-IN PA[1MR 1pwE D MIBIIriE R,/S I I •' EO (SEE NorE , DarAR 1[nONs I r wAnRw PANG 6p 1 BUT;;) • UST ,SWQ Q TO BE NSTALLD As PR(Ssu"E ro twMCrolEt[ ro CaN[ ER CR caNCi[I[ m wwftn ro CMS • "CI LENGTH l• (m) (� Y"I M OMS/ / !/. % n //. urL SAFETY StaIY PA1(1. OPENED ]1Wy pArPD r ., TE RDpE "� IRDf rz 1)LaG% R-0d t E� WDCK a MA' 4] *W ,B rM NNCHM] TYPE R 5PCPIU TOM NST TKAIS Nro swo IMI. RIBpNY. al StE[I ,.) ,'"+L, 9� OPTION 1 FOR I AWA.s la AroLTDm r/ a[,4v NANME IAIWw ANCHOR SPA` s ANo NPrNIA. rn« o,]rANcr ARr NNolGnn oN n.Iv BcresuE. rM Bl5 / .'aREC 1C CONORIOR) 10 FACAETY MSTAl1ANEL a xRCNOED 5• N/A N/A N/A 6' N/A 8- N/A a' N/A I a 2 (SDP) [0 lrrb nMIN PQFAnG M s(S+CYAt RmLIC[ AxcrOR SPACING ar wr rnr.Iw sAltra n.N. R 0 1 TO B[ PrtKLLO M RCLOV[D rAON IN91Y r55.D� -72.0 B• 7• ._ S'-0' CW 1L55 SHOMM ON YSR7XAL IT SHE tpLmw ,ACTOR] rm TNR OMRAMN m R POSTAL EOIRRO[ AN[HOR6 PANEL �or ST"TLRE 9• 9' 9' D' 0' .. 9• 9- 9' (BOTIUM) IQ pmt4r M NEIGLTZ, »Ataw M WHO ,/TYPO TACTORANC SHALL GE K LASS nor 4MAAA 1YMCaD IREV 1•) --E'0 NATION 6- N/A N/A N/A B' N/A e' N/A a• N/A 1 k 2 (TOP) IRCCAttO rM EACH A+cHM TYPE A' A7DIt0R1 LCGY7D. - ' . • I i IL ''' Ma.IIrIC O WALL MOUNTING INSTALLATION WALL AND FLOQR MOUNTING INSTALLATION SCALE 3/32'.1' 55.0 -72U 9. 5• B e 9: 7 1/2' 9• 9' B. 9. 1 (Borrow) S'-a rD T-B' v w� • •n rrauwn _ W I WrappWp Rr1,A1 *MOWN rag • • •� •T A) .M;NN •- _.__'- ? _ ] cu - SECTION 1 SFLE: 3/6' • )' -SECTION 2 SCALE' 3/6 - I' ©®OR T I ,/A' W, 6' N/A N/A N/A a' N/A 6' N/A 8' l N/A tr 2 (TOP) - _..__--. 1 • aw oAP GAP ,55n -72.0 r0 e'-e' } NQ1LS CAN L6�sAFrr'r. SIDR►L PANLLS]STEY.IlIALIAITQh..; iI ^, 1. l7FE SAI'Ei'I sTo12M PANEL CAN BE LOCATED AS AN END PANEL (Ellis' OR tA51 PANEL) 1 - -- •A"•'+ NarrW rlr BIJ ] ] a ,n ] In `, f I B; COI' ALTERNATIVE 3 ALTE ATLY�_ 4 W OR AS AN INTERIOR PANEL. (ANY PAWL LOCATION IN BETWEEN END PANELS)- LB A' �'r'"D"I rJ✓E1.1 (CAL PA141�5" �HCM•LF ! 2 LOOP YOL•ET CONORb1If A7 �� (®NI � N 11N10 I�1 ,//4•. RAG SCREWS a 4" OC. M/ , 1/2• CAFE SAFETY PANELS TAAY OR MAY NOT BE INSTALLED ADMCENT TO REGII'AR PANELS ,M/at� B =M_lE:_.LD__n. 3_E!1_' ]6 ll - - - li 1.1, nkELDTD IFMCIRAION M II OR W/O REGULAR TRACKS.) SEE wn IT _ n - _ - - - NT.Od/r nw ARM Blmaw W/ ` V AwA1MUR ASD. (SOUP a snY Lan rate Ta W ] 1 .{a - ,/4-.-2A2• S G. M S. 0 r O C 00 SECTION B-B "°ET rAaT mnerM nDM arRNl q SEE: NIt ro /* _.._. _ -__ -- D RAM CONDITIONS d( 0(SOH SEE: k YAIOMUM PANE ]• to ,DP - 14e Na 7/.Y p PAEurn RYNt D oe ALTERNATIVE W00 FRAME I ANCHOR LOCATIONS ?. CAFE SAFEh STDR�1 PANEL CONSISTS OF 0039' GALVANIZED STET: STORY PANEL AS iMC�t! _ _ I PARGAILTE RL/s • a' nE w 1 r/2' AMU. PEA L'OMPONCNT (9. SHEET 2 OF DRAWING. �r "NasAff - COMB, LENGTH -L' (rt.I ,1N11HIIIIHIRN, _-- - _ _ - _ _-. / fcrc ]/r . 1' LW. ...E t; 1< - I' 10 11/]• im I ee 1,N(AItU PEMMT�ON TC [LBIRRC WOW THIS PANEL AL ITSELF TO BE REMOVED OR INSIALLED FROM THE INSIDE OF RAI_ 1 PI.' OF 1HF!A ..��R A. TIE(/ s run Nutt OILIER *PAlxs Nor MION+ FOA aARn STRUCTURE, •• AA,IHIHI,/l/,r ,.9.1 -et 5 }• y 4 1/2' ♦ I/Y 2 (BOTTOM) 7'-6' OR 1E55 - �P�1 ,•••. ✓.I7 !s I,HHHHN/NN 3. uFE SAFETY PAN(L REQUIRES TOP TRACK ro BE coMPOF,Exr �r aoTl°w TtiAcx ro ` p: TIl1/T'Hr ,s2.e -ea.° }• p 4• r 2 (BOTTOM) r-a' oa LEss: \VG ENS•(L• _- wAu _MoALT�g STALLATIONP p. TILL/l s w OYPONEMENT WT®Y BE NS1AM'L D WALL OR 2 OF FLOOR MOUNTED FOLLOWING SECTIONS t R iDRAWING`\;' ''. /9 '�y - : 1' \' 4s ® .5S-0 -7z° 2 1/2, 2 1/2" 4' 3 1/2' 2 (BOTTOM) 7•-6' OR LESS No. 44167 P; �GENSLC •'•. 2 ON THIS SKEET, AS WELL AS DETALS I Al 2 ON SHEET 14, P.• �GENSf s W _ SCALE 1/r - ,• a 3. \, i 3' \' FLORIDA BUILDING CODE (High Velocity Norrlcome Zone ,SS.O -72.D 2 1/2 2 1/2' N/A N/A 2 (BOitOM) T-6' ?0 a'-D' *: * FLORIDA BUILDING CODE (High Velocity Norricone Iona)_ NO 7 s FLORIDA BUILDING CODE (High Velocity Hurrltana 2.006 N Nln .ENGTN FOR COMPONENT ®5 IS' ND. • * .wLe "Co.ANc / P T55.0 -72 D N/A N/A 3• }• 2 (BOTTOM) 7'-6- TO 6'-a- j�-rj, • +4 = CM D n'TC0, Mn. rP _ Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN ON _ * - 20 GAGE GALVANIZED STTEL STORM PANEL y"7O .•, fLDR(0►.,;',�4'f 20 GAGE GALVANIZED STEEL STORY PANEL � � ? * ; •� - .'mo nnW. INC,wc. 20 GAGE GALVANZED STEEL STORM PANEL �'� SCHEDULES I k 2. SHEET 14. z * :• ' Lz = .---- orRnN F a _ V\ 1f ----- ------ elCi $1 E OF =<� ? = Z COMPONENT ®MAW BE PCRWNCN DR RCMfNARLE - IOTA y,,• " M,/ 'lye SS`I 1" �►.. / P7/wt/]Olo t IN$5ALLAT AMC ONLT VND FOR BVu.fNNLS WRAr AS.O. OFS•GN _CAMS u! r0 . 4�y� WF/LnolO o'• -" /N GLOBAL PROTECTION PRODUCTS. LLC. oME n, ' r "- /N GLOBAL PROTECTION PRODUCTS, LLC. arz ,57�. -72u Pr AND PANEL'S ,cNmN UP To e'-e '19p• fL R10 - GLOBAL PROTECTION PRODUCTS, LLC. o.q S SEE Ot?ARS FOR INSTALLATION INTO woo0 iRAM[ BUILDINGS ON SKEET 15 ''y,9 '•. ORLQ.�. -- IL EC O ANC 1••A,.•AMY' „- / ■6�Bi �_M D INt. .gyp SN 1, rmR - 1 FF''•., • IL EC O IMD. ,, f7/• '... AeW SM 11 SIRQt '• ^;1-9 %�' I 0 A KM,q CCU DAYIC R. 11r1A 2. FOR WM wOOD FRANK COSTRUCnaN WOOD MEMBERS 10 6C SOCMINERN '/ S, E. � Aero CAW St SENATE ,, F l N'�'.• INO rt cMRanMo CaWANY TOME. IL .Ua,4 IAA Mw, IMmA n RYIH[: a54 PINE NP. 1 w/ $P[C6IC DENSITY Or D.e1 OR EOLI•Aa. 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OR COMM r ROCK OR IaYKIIETE BIOCY REOi1X1ED REGUWED REWFHEC REOUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL 11(UItAT1NG INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A SECTIO g SECTION ALA SECTION 48 O REGULAR _PANEL 4 LIFE SAFETY PANEL 9 REGULAR PANEL 9- LIFE SAFETY PANEL SCALE S/e'-�' SCALE 3/8•-• SC.ur )/K.-•• A:ALE --- YE BIN[] 14 IF 2D TOR M ANCNM Pim I/C. wrcN 4ACHND ION Ns1NLATTop• .ETD. WOOD oOD oD gyp' tW'� M l YMNWM ANCHOR WWI" AN, IANw:IY fm UISTAICE NNE . x,r FUD Oh it6 •PrPrrn.0 1Yi•ir••� hHl - 3 SCCDM CDR L.0 If's THAN INDICAILO DN SCHEDULE RfWKS Axii 9PUTc ITT A.,1p1 -' _.. _.-_ la•-- �• h3 ....., _. ) ADRAI CA Bor IIOIOR M LTIPL'r•IO SP.C., uDWN ON SC7HDULL eT THE FOLLOWING FACTORS MIT THB OPEAKOY To N POSSIBLE. RLDUCID ' In' __ As sPACNG OBWIILD USNG FACTOR SMN1 Ni R LESS THAN LeNRUH LWAPPG INDICATED FOR GCn ANCHOR TYPE ON TNR eCIIEDULL 7 ,n• _ t3Q: JGENSr �i No.f4167 -q ST TE OFLJ • FLORIDA BUILDING CODE (High Velocity Nurricone Zone 20 GAGE GALVANIZED STEEL STORM PANEL IP DRIWN F / I�-� / 1 .., GLOBAL PROTECTION PRODUCTS, LLC. MDI 6.W Dr nl, err. iiiuE,, D�--� r I ANY m +4rPN roe n urr TIN- 10-176 I oHMMNr G wsc R EDT• nlort. pSUAwroe. -S• - •rAx. (I.eP-rn] � - bA[ - tA-000nlo WYTDI A 11Wt !.. VC te] - _ INSTALLATION DETAILS FOR OPTION. #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ' 1/4•0 TAPCON • 6. O.C. 1 I/.: 1A)(ON • 6. D.C. Ih, THREADED I'.IMFAIEA-M ! NEARER AT WOOD / HEADER TON AT WOOD 1/2. 11/4- 1/7• r I/4• r YP.. _yyt r RFDUWF�A / wow me. Ae!•,, 1 arato D _ '/�A�J CONY. MN YTMNPW ,D aLAN UNIE f ON few Q1 (tQ 6T21t(mi COSTING ON sm $0 ours i PANEL SEE NONE LENGTH I BELOW) «Eyl PAAIII LU16TH 1/iO 2MY _ I ESE ROVE T B -ow) ss. 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DR r IrC •euo AR. !H STRLn PINE NO 2, W/ SPECIFIC OFENKRI' 0/ 0.55 ON EDUµ. S ;Np�Ew.o TLLlT TL.TRNoy F�N�NEGWO Hr AM PAWL IL. »)H . )r, .. .Ewan AIr N,DrK (a••)Pw-.7a•a. FAX (.x7ew-nol N.. La, n,_HW 10-176 IFNNr 411H1111W MALTOAMv1[/DAm DR.NR . A. TM,UT. IL Hl • N Or u 3/24 lsa Ilo,l a eElw) a e/ a W/o ® • 0 (SEE Won 2 eO.O,r) 2' 24 1' 24 a 3 9,a•,' S.M.S 1'/24 4'/24 3. 1EOA. / / P(AKT PjTP6 B (>R2 WOrt a end Tax CONCRETE ANYo uft SEE • AICI1' E_WTI. ODIICKIt AIDIIORi or Ke u a SHEET 25. FORT w000 $M*- -- -•-r-: '~ �- (SEE STNOKAi a 11Q1' Se) �1 T• NIT. tU BECi%%T9 a WELT 24 S YH ATII2 I - _ _ YR) _ _-_ 1♦ SYS •TEND OF & L - -• - •-r;1N,4.. 'UPMROINF-RIrltt) - - • .. 6D % 'L' - _( T"fR„IC.I i0 Y 'l• 1^,:. '(w1eWN Wla) (MOIp.�PMp) - NwrL7'-' p PWrBLI I'•WW ECND :»I�a i � raT a Ia 4 6aDW 1 i ( i TOM, x. =A„ B(E >, 4 4 II, ,'R4i.�M1N4 i 40 A . -... .. - - .. _. I. _li� p •L ITr-.�...T� ITF 1`1111 TT 111 • �11 1 _ , ..--._.. 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SON.-DlTsC jfRg, E- 7 NAA1G STORM POLL SYSTEM CONSISTING OF PANEL 7ABOTTOM W/ PANELMATES, Coot tRACKl TOp A BOTTOM, (2) END PANELS SHAD ALWAYS BE CONNECIEO TO EXI�jiNG SILL WA1 BY HEMS Or (2) jE10 PA4[15 SMALLALWAYSBE CONNECTED TO BOTTOM TWX OTHERWISE A STOP BAR 'A-MIATES OR, B USED MLY W/ IS' LONG TRACK AT SOTIE%/. END PANELS '(2L) / (6J SNA1 B[ PROW10Ep A7 TOP OF SUCH PANELS SHALL 8C CONNECTED TO W/ 1/4:-20.3/4 S. W// 7/ ' TS/)2' WING Ntfi OR 1/4'.-70.] Nin. HUMBSCREIW INTO TAP1'CD �(fOUCCPT AS (3), IF END PANELS ARE CONNECTED iQ BOTTOM TRACK. CONNECTION SHALL CONSIST or O[SCJBBEO ON NpTE (J) ELOW) 1/.:-20.3/4- MS w/ 7/8•eX3 32" KING NUT OR 1/4'.YJ/4- Min 7HUYBSCREW ^ 1 ALTO TAPPED BOTTOM MACK LOCATION Of FASTENERS MAY BC AT EITHER OF TVFO (J). FOR CASES WHEN CIAO PANELS ARE USE JOINTLY W/ 15' LONG Q AT T7pN BUT CND PANELS ARE NO7 CONNECTED TO BOTTOM TRACK 2 A STOP BW EXTERIOR FUl RANGES OF END PANEL Ski 4 BC PROVIDED AT TOP OF SUCH PANEL$. (4). IN CASE THAT LNO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i... A STOP 8M (4). fOR rN5TALU1ION5 WHEN END PANELS MD SOME NTEROR PANELS ARE OIRECRY IS ONLY USED AT TOP) Al LEAST TWO PANRS SHALL BE CONNECTED TO BOTTOM TRACK MW1NiFD TO F%1SITNO SILL WALL BY MEANS OF PAhEIAAfES, ONE INTERIOR PANEL USING SPECS INDICATED ON Man (3) ABOVE N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINRY W// TRACK AT BOTTOM ATTACSUNG BOTTOM TRACK TO WALL 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES lOILOWING IFIG SHOWN ON ELEVATION AND W/ (5) SEE SECTION V, S' ! 4' ON SHEET 24. SET ANCHOR SCHEDULE ON SHEET 25. 111, EDGE DISTANCE FOR iMiS CJSj, Brt[ROR PANEL VSEO JOB(ilY w/ (2) DtXS NOT NEED TO BL CONNECTED TO x ev Mr YEAN5 TRACK 5)4ALL BBBEEE INSTALLED T ADJACENT US E I.FTT 61 RIGHT SIDE OF R PANEL) HAVE e�UNI1F1.1111T11N/ll N ..... T!(�%j , THICCH a OVERLMS RETAINED Bt' (j� GENS ' ✓yti. � e3'; �• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • 'z P7P'0 R"x0' rc 20 CAGE GALVANIZED STEEL STORM PANEL TXwI� w. : No. 4 167 '. -- RI Njn)O o • STAY OF r _- I L E C O Era ORAL PROTECTION PRODUCTS. LLC. art. 10. 10 ES T Tero is1xNPAW a"E• n. wu ALE` a-rw..IIIFRY n u•r .HIXRf. (eDHMe-ISM, IAi- lPJ«�1P-1A7 20- 176 HM1 rs w Y..-PINWNo w. r1�n �NIF�N WLILESC f [CAL/MOIYtLR%DIIrt Ern u-=s; Pf --- fl L r INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING ... �f4 TAK IF ANCHORS POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I r4' TAPCON ANCHORS ie• QC. . 9' O.0 OR SIT N "co°C!A' REOIRKD REOIJ '\ 1/4 leoX. - w. .0 ' 1 I !D- 1 I w LMHT4 is I rPcimAa w ti 1 an HI r F'~ a asi'n � 1 1"".4n IN : 1 I / FXR7,Ir� 1 EXT01y0_E , I ' � I I •_ ir G • I14-10.0 PNJELWIC PWS W/ - III . 3/32" WINO NUT WASHER • 6 1/4. OC POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL NQ.Li!fnhk INSTALLATION SECTION SA O REGULAR PANFI SCALE - SIDE Ie . 20 FOAL ANCHORS ,YPf • AONDR TV19 1/.•. ,rRa I/ .. rwnai4" TIT T SPATE Fa wsrALUT1oNs IN1D Wolin -- - - 3 ) FRAME 6U.dD. IR ANap .,lali (H.) YNYW ANCHOR 6PK1NG9 ANp 4PAYUY FDOE D6DYCE AK ea"Tm a FINS J __ _ .. 1 'IRr rwANu a.rr.Y (H.) sCH vD UE PAT LD. LOTS THAN MOLE TEO rM scMdl[ REDUCE PMCHDI fsAaNG eY MULTIPLY" SNCAXG SHORN OK scwmu n.0.•4 EWwY err PV ) ..... .) �n Ault EA POK ITttTINfp FADIDA BY M FOILORMG FAC1oRL FOR T1k5 OPERATION N To K PDUQUE. REDI _ _ ' - r•. _ -- y _ -- v'r,w D ion ,n.D IALTOA 1-1 Nor- K usS THAN Yes,A 9PKK rDIG1E0 FOREACH ANCHOR TVPT ON THIS SCHEDULE ,_ •[' _. 3 vr- - ;` ��' • VG ENSF���•Q No. 44167 ,R -o •. T°7rk nc .� GIF?a1ERAL NO7E5' v m_ LfANG cr M p n c rcrcM 1 E-f HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE MTII THE 2020 (7th EDITION) O THE FLORIDA BUILDING CODE DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE WENT ZONED CODE, FOR A WIND SPEED AS REQUIRED BY TILE JURISDICTION WHERE THESE SHUTTERS WILL OF INSTALLED AND FOR A DIRECt1ONA iY FACTOR KD-0.85 USING ASCE 1-18 AND SHALL Not EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE. RATINGS INDICATED ON SHEETS 25 A 26. IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7- 18 SHALL BE FIRST REDUCED TO AS.D DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (FLS D) DESIGN PRESSURE RATINGS INDICATED ON SMEF7S 25 A 26. IN ORDER TO VERIFY iW1T COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED A .1311 INCREASE IN ALLOWABLE STRESS FDL OR WIND LOADS WAS BUSED IN THEIR A14N.Y5IS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NO S. Z015. STORY PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BUM VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY..4C. REPORT IT 2032. A3 PROTOCOLS TAS-201. TAS-202 AND TAS-203 2 THIS SYSTEM TAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING A.:CESSWG THE OPENING FROM THE NSIDE W/o THE USE OF A LADDER OR LIFT HEN THIS APPICATION IS VALID WINSTALLAVON IS INTENDED TO BE PERFORMED FROM T14F INSIDE Of STRUCTURE. 3. SERIES 1D00 INSTAL LATON IS IWPIJGIBLE 10 SINGLI AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 RE.OVIRED t0 BE PERFORMED FROM ME INSIDE Or STRUCTURE. 4. SERIES 7DO1 INSIMN .LATOIS APPLICABLE. TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SIAIFRS STYLE WINDOWS WHEN INST TI N IS T Y THE INSIDE l i AW 0 REWIRED 0 BL PERTOR QI FROM NE NS DE O STRUCTURE. h. AIL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND -ENTER (UNLESS OTHERWISE NOTED) 6. Al ALUMINUM SHEET -FIRE USED AT CLOSIURES SHALL INVE 3tOS-H14 pLLDY. 7. ALL STEEL SHEET METAL PANELS Si HAVE STRUCTURAL OUAL1'IV STEEL, ASTM A-653 01411 50 Min, GALVANIZED STEEL DESIGNATION W/Fy- SB.5 "' (AFTER ROLLED). 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON waste W/ 50 VA REED STRENGTH AND 90 ti. TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33.4 9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR MI 304 SERIES STAINLESS STEEL, WITH 36 ke, MINIMUM HEIR STRENGTH 10. ANCHORS TO WALL SMALL BE AS FOLLOWS' (AI I1)_tX1.;LNG.. k➢uRLILGOtiLR[TL 1/4'e TAPCON ANCHORS AS MANUFACTURED ITT ITW. - EIMOE%. INC (MIN C ,31/2 pLl) 1/4' 0 X 7/6" CALK IN ANCHORS. AS MANUFACTURED BY DEWALT INC (MIN. 1*c-3000 p.AQ 014-10 PANELMATE FEMALE ID A PANU-MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS D P . F-33S0 I ) A. MINIMUM EMBEDMENT O 1'APCON ANCHOR$ INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANFLLATE FEMALE 10 A PANEEMATE PLUS. A)) MINIMUM EMBEDMENT OF 1/660 X 7/3' CALK -IN ANCHORS SMALL BE IS 7/11 INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED t/4• . .20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOlIC4(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON 'HE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNAi BE AS LE.NTIMID IN A1) AND IN A.2). (B) TD-IlilliL�i..LexCiE6L' - G E E- [ C E.HL2.t...B6u 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW, BIALDFX. INC 1/A' P X 7/9UL ' CA - IN ANCHORS, AS MANUFACTURED BY DEWALT INL: (V' ISM pA I,) I14-I0 PANELMATE FEAALE 10 AND PANILMATE PLUS AN(:HORS. AS MANUFACTURED BY UCO CONSTRUCTION PRODUCTS (I'm-2071 psi) I ' '.._ .._ 3ie-•: )��2� ,LONE NUT UT WASHER (BEYOND) -TUNED CONCRETE OR CONCRM PI (1CN RFOUIREA WALL MOUNTING INSTALLATION SECTION 56 O LIFE SAFETY PANEL SCALE 3/B"-,• PAL S%ft M"NR/tM%n FLORIDA BUILDING CODE (High Velocity Hurricane Zone P'o'P n"IXO' K'G I 10 GAGE GALVANIZED STEEL STORM PANEL II DroOM el IL ECOE61c \GLOBAL PROTECTION PRODUCTS, LLC. 01Dom'° LIT 1 1T1110Ew. CDI/rANY ly ,r.4ru. RIME. F` LU1• 20-176 N... RAAi n�_IIr PIN T-- =011"e Ni (w•Ite.-]D.D. ,A. (n.)4RP-R»] a - _ «,4 DRess N. YALTEA A Must ar, ii FE 1 Y 1A 1]-,u - ee. 1. IN n NO] MNIMVU EMBEDMENT OF TAPCON ANCIfOR$ ,KID PANELMATE FELNL ID A PANELMATE PLUS INTO CONCRETE BLOCK SLA L. BE 1 1/4• 8.2) MINIMUM EINEIMME FIT OF 1/4-0 X 7/8• CAL)i ANCHORS SMALL BE 15 7/8- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4• 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG CHOUGH(SHOUID ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WILL., ANCHORS S14ALL BE LONG ENOUGH TO REACH 'HE MAN STRUCTURE BEHIND SU ICH PANELS. ANC/ORM,e SHALL BE AS MENTIONED IN 9,1) AND IN 9.2). (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER. 17 R SHALL BE THE RESPONSIBILITY Or 'HE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER r5 TO BE ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FIR Ai ABUILDINGS 12. THE 0MALUTION CONTRACTOR 15 TO SEAL/CAULK NA SHUTTER COMPONENT EDGES wHXN REMAIN N CONTINUOUS CONTACT WITH ME BULDING 10 PREVENT WND/RAN INTRUSION CAUIK AND SEA. SHUTTER TRACKS ALL AROUND FULL LENGTH 13 STORM PANEL INSTALLATION SMALL COMPLY WAIN SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULA IONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 14. ATRIUM WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYSTEM- IS PATENT PENDING 15 (a) IMS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARFO BY THIS ENGINEER LS GENERIC ANO DOES NOT PRDNOC INFORMATION FOR A SITE SPECIFIC PROJECT: I. WHERE THE SITE CONDITIONS DEAAIE FROM THE PLO (bJ f.OHTACTOR TO BE NESPOHSIBLE rOR THE SLLECYION, PURCINSF AND INSTALUION INCLUDING LRi SAFETY OF THIS PRODUCT BASED ON THIS P E.O. PROVIDED HIE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SATIETY AT SLIT IS THE CONTRACTOR'S RESPONSIBi_"T (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (4) SITE SPEC" PROJECTS SMALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AICNITECT WHICH WILL BECOME THE ENGINEER Of RECORD (E.OR.) FOR THE PROJECT MU WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PE D. ENGINEER OF RECORD. ACTING AS A DE LEGATED ENGINEER TO THE P.E Et. FTIMNEE.R, SWELL SURMII TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REV" (e) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL Apo SIGNATURE Or THE PROFFSSIONAL ENGINEER Or RECORD THAT PREPARED IT '6 STORM PMEI MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 17099.3 OF FLORIDA BUILDING CODE ONE LABEL SWLL BE PLACED FOR EVERY OPENING LABELING to COMPLY WITH SECTION 17094.2 Of THE FLORIDA BUILDING CODE A:.Ni;( " �,ii No. 44167 £ • - FLORIDA BUILDING CODE (High Velocity Nurricone Zone 3 O,e�'•.'P( OP' r-- "Xaa nrtw. .c 20 GAGE GALVANIZED STEEL STORY PANEL Fn arWN e, GLOBAL PROTECTION PRODUCTS, LLC. E NAO IA,` / IL E C O Erc \ IYLIr n "'No • EN6Y"Issi COYPAMY R. Tr KAW. 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DESIGN PRESSURE RATIN(j1p.9_LLMD_CORRL$PONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE t CONCRETE BLOCK cTR"JUREc_ A c_.- - 3A± INR �f rttrN :YALiU 9LLLY_f9R PXTLL.:il�IfL,L.. _.1:..lk1RU .i' --. .-5r7EE.tZiI MAXIMUM 4.5.0 DESIGN EFAXIAN ANOLOR9 SPACING TOR C. a.. ) 1/I' - _- --- ----- APRX-air to PRESSURE .--- RACON9 CALK-M PANEUNR rOWE D rA TIUMM PUN pCUTOAK / 4 Aw oon IF ON MMOMM PANEL RATING el. 1r 7ARM I HI/lOIH l' (M) ro tp1101LR TO caNr34TE To cowrwtTE ro CDNCRCR'ITO 12' N/A I2• N/A 11' N/A 12- j N/A V A 2' (TOP) it' ]• • t0' 3• 5' <- S• A- S t (BOTTOM) 1010-- 12' J' 12' 5• B' 6' B' 6" 1 BOTTOM) 1 44 N/A N/A N/A N/A N/A N/A 12 1/2' 11• 2' (BOTTOM) -15.3 7• N/A 6 1/2- N/A 4 1/r -- N/A 4 1/2' N/A 1- (TOP) 70' ON ass'660, 12' N/A 12' N/A 9 i/2' N/A B 1/2• N/A J' (BOTTOM) 12, N/A 12' 1 N/A 12' N/A 12• N/A Y (LOP) 12' 1 6' j 12" 1 9 1/2- ,2' 11 12 II' A- (ODTI • UNITED TO 86A Pal. ASD. DES" PRESSURE RATING Aat SHEET 26 rOP ANCHORS','PE w SPARING TOO W.SIALATIONS INED WOOD "RAIL BUILDING MMMW ANCHOR SPACINGS AND McNW EDGE DISTANCE AR[ WOKATED M NA SC1EDI FOP E O US$ TZAR OLOGTED ON SON SPA[ [DNA[ MILLI/ ANCHOR LNG R WITYSY.N6 SPACING ON WE n(A FACTORS FOR nlls O DUCEMSCIREDU11 SSMIL INED DOING FACTOR ATp s 6[ POK RDINOC SPATED RAT OF LESS 1N,W ARAelW SPAVNo YIaC RO FOR 1,4OI ARC11011 IMP[ AT LESS THAN SPA FOP EACH AD HOR A,YL71ces LEGEND Y've-- 1/4: 1/4.0 1/4'. ANCHOR IT'1C _. R;aoo ANI�AiIiW IMATLWTt VAn-•i _. - R DHOW 1P O1e (.-) 3 3 3 a In ,Pn-- DII-41A DR3 3 3 J IF IEUL 10 ORK Mw000 MINIMUM a I-_-___ - -_ p 3, 140 - ,.66 U - 3 1 - - - __ IND - ,r0 IIIX"'I'll.1111/Illy ,a`` CEA•A)TIE(;;1s, Y } RCOLAR[5 Mar DISTANCE BETWEEN 801T04 Of PANEL I Il/7• AO (1) to BE ,/2' 'ONTO. Cf REQUIRESa } } Rraus Na,. nAN,-E NWtl TwkTDor-•ou a PINE,I AN0 (2)I,)BE 3/I8- ,.,I3 16• I W.. rinRNn♦ At HirING rnnr fW"N M.-C, W,."I.... 7.,._ * No. =y 0,r.•. FC . F •'' • yrysSl IN * rr : * n R10F, �I� / f ALAI EX;.I•`r / F,•A R21Xa I IL E C O IMC (_ 20 GAGE GALVANIZED STEEL STORM PANEL '4' N GLOBAL PROTECTION PRODUCTS, LLC. .Soo We. 51 snBE, RMw- R 333,. RIOK' (OS.,W-»ALA NMI: (-, --e,s, °f DATE 0 I ILIRNOfA 1-"I w ARY ,r. w. ILq 4NRR,a n aI. ,":. ar1 .H_Y, I. LMY.1... G-OD00>ff CARER A PLOT A., 01. R 1 7 TO-176 G'r'w10 H.' m� r1 NIIIrrIpE SLY/WIOMR,WE/M,7 .VI n-+y _ _ Olaf a- M COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL _SYSTEMS (SCALE 1/2-17 ___ _. 15.125• (TOTAL WIDTH) - -- - - -- -- - _ - -x.,er 12.500• (EFFECTIVE WOTH)----__..-. _ _ I I __ +.,93- ,„_--'-----'1' 1/4• Mv.)-_ _.. -. i- ,J74 .T IW--ir • - 10• L 1.671 �,! Jr -11 1�YP.) 1130' 100• 3,375' I 0e0- oer - 2,75' -1 I f .E75- - 2.D00' - 2307' - .-� . r___ 140T • 625' I, � -1 . �Sf / - r .e1/• SO KEY HOLE WASHER 3105-14154 ALUM ALLOY 1 --. 150' - Hf WI• - - -- 1.260. I - ais O SLEEVE 2 1 /B" 4 -I MAX, LENGTH 2.000• 7.000' •-.IW l(�\ Jam/) '.ow : [A I - O REV. 'H' HEADER ® FeU- HEADER I _r, t' Mw. TO 5' Mew ® SLEET rNCVLEI 1H *" MAX. CO ANG -374• .---. 3.000'_ •� PMI - ITS ALLOY ., .M' 11' ALTO' 175• 082' ISol AA w! I '0 1.120' �" 160' { LT i 1 `` t 123• 4, -, --ram. ®MMI. O i� 1.. 11 I ) IMI' Kf - - T 1 y - 2.000•- - L--L-- T'. L_ . XL'rI0H5 ... L. 260. 11R .204' 13 BUILD -OUT "F' © BUILD -OUT "F" TRACK 1B & SO WASHERED WINGNUT jRACK ANGLE (lAMAC 3 AL:m) 2� 'H' HEADER (�) 'p' TRACK PIP TOP IDcr ar PANEL ]75' I ( 1 i. PANEL 9 . S 1 I*.626 . foum afe'_ , 828' or r-.-`-'r'��ite.i © I�{OLE AT PANEL 750• - ANQ.E WITH STUD 0.02.• Cub) (ALVANIZEU "ELL a 1-1110 0. 10 L T -@ OR S® J Iw AUIff" ( ) .91E a= 6 TOR AGWIFmM .61 l- LMw1D0S A SLEEVE LDIG. 6 , 4'. I . ONLY VALID FOR INSTALur10NS INTO R. ,7e• WOOD STRUCTURES 3 750' i50 (TAP '.) 1© PANEL HANGER (I 1147 WIDE) (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) 6063-TB ALUM. ALLOY FLORIDA BUILDING CODE Non High Velocity Hunle ne o Zone 24 GAGE GALVANIZED STEEL STORY PANEL Often IILIECOINN Pn7n-P '• a �19"..U\� GLOBAL PROTECTION PRODUCTS. LLC. an - / Lem 1.. 31 .T. _ tarmust [ c ANr � - NL'h " M01,AWI. WSP,T. K Y O4`F. n >II e,n 20-175 1 IHM•I ,r. '41~-,eY ti LAW n,_,M, "" RONF (% )-W NA. IeYkIW- Uen w..N.A-. �na AT INAL/WeILIUME/D.Fit wAtG A KT W., r [ � lIITT 1 O le e, _ - 125' LIMP ) / 2.owA 6AD•T I I 750 1 11 'J' TRACK "p1EPCENIL(' / V SF '.- No.44167 * STATE OF -XXo PUYTF, PIC INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (11) INTO EXISTING WOOD STRUCTURES �.: 11/2' Wn THWART) PENETRATION U 4Y. 2•14• WOOD RE- L/4.0 LAO SCREWS 0 6. OC W/ TO CUSYNG wow READER % ACOLIBn I/••, :Aa 7CnLW5 • e• D.t w/ , //2• W+ TNWAOM P[4RRMRw } Ml M ON EDGE I { r 2• MR, THREADED PEH TALON .., / ETw ro dISTK+a Wgpp LEADER rI [ [Xb1I16 woae Iw,10EW r 4 C41e1. 0 EA H,Y.0 \ • G CMC O ® 7 l �� < conN 0 EA ND © 5 1/ .•-�`� 6 cant W ,',/ L'Avc NaW$Nc • tl END O , i I O.C. -1 Five LAG 9DCw5 • 6- a C. w t 4 Cont. 914.1- sA.s. - •-20aJ •' 1 ' Wn. 0 I • G CND D' ppI �(!_ BUSS 17 ROOD % �` i L - 1 �/ nwINO PR waw Rud-R ..1 (SEE DETAIL 1/2. A T Jwhirm "' ro H I � w Ii.- IrJR IA OEtOWWW�-_ 1 Or MEN ITYP.I ' (fiA DETAIL ,/2. A - I`p�I __ 3/16' Wm MR RAPT 4 C_ /1N1• S.N.6 T- _-VAR- ffi!X� S w4DrN or Eum 0 1 /• ,1pDp 1IEAp�p B u DO a t'- l ROORIm F R»41' 5 !. ADER 7r.-IIA-1A� • 0 ! 1 I 1 NOTE •I. _,_._.._ 1 , WOOD HEADER IWOURm j / 1 ,+ 41PMf1TRN I 1/4'P-7(- .- � M/. 7cRII W/ - NPARATON ,/.'•-70.3/4' 6 10 GLASS. RING 3CA IAMG I3 • Ta GLASS 1 6 wKIT , O 0P,3/]7' P22H!! EVID E OVERLAP I1 17' O.0 I �G 2 ,/tr H6.1 i - I EVIRY OVERLAP IF SU'NMIID,I F ! I/4 .-70J/4 cuST 11(/i ti70Y3 4' v I. _ , t 4In 7/, . RE Le" FJ - SEPARATOR - -NCI M,n 0 4 Wq GLASS p � f to a:ASt LVEWr OVERLAP ly nEW- aN O.IF yya GI ._ _ _. _ •S XY, v QQ S tl I tl p I I -I r r W i 14 UP ,� ( i ypaP�p- I J G9 I ! 4 jj , i ! i. 8 1/A'P-2aa3/4' M9 R q N [' 3 Cwtl 2( I Nw HG �M� I /f C 3 1 I ii " �,:,__ [A [ I� " n Q - I - -I._-] J' 0 C r _L_ - , 4_4- 4• s. W, •, \ I! , 4Y PA141AAAA iL4Rt[ D �" - i �.- � >< . w 2 PAHTLYYC PUi9 B 2 HK r„n, 1. 8 -{ 1 4Y-TITS]/: 4.5 I D/RR ].J� 1 I ;// 7Luittanomet TILL. .OPrK (Q(•NOTE IA BELOW) \ I•NI2 o.c 7/rh 1/37• w11G F I ) '" 4In !I{,i OR I IY-7Q3/.. �.. -- II I/.•. LAG samews 0 6. cc w MMIMN )) .4 _�7p> , 2,50fJ T W (Sff V, L I , i !' MIn. nHquo[n PINETwi%h •--TI000( RATE AEWIRCD '//e^i 3/4' e. WJ t // �/3% _NUN L NOTE IA BilOw) 7N OF PLAtt AT SfAE3 2000 M �L Mi O1 O1 F19GE !;!! ILL I 0-21�y}IN/yt0 (W2 14-10 PANl1ANTE PLy6 w/ MIALKRIW (STt NOTE IA $B,M , 1 A 17 6' Yn IMNI7RARON 1 ,2 • _ '.I \ \ 6 ,/-7W13/.' M.i W/ 7/e'eJ/52' 1 \ �,, 111MG•NUT A( ,Y OC I SOLI IWp .[4y�O�EI / YIA f2) ]•R4' AA -..• 4h, I/1/2 Wns I'M11m PEK1 %. Mn (f Y 1/1/]' . MR[AXD PEMTRUXED. WOOD R R[O,RCL ALTERNATIVE 21'W ,� •DGD MATE • MA,ROM U CUTE mft,Gkk161A1111 TICOIAIIO HALE M OR EDGE c�E I/A-.,- ' L 4In l•.F' IK".OoMT a ON [OSE A�' PLATE .COLORED PUT "W ALTERNATIVE 1 BUILD -OUT MOUNTING 5t4.L IAA . _FLOOR TO CEILNS2 MOUNTI INSTALL TA IT ON NOTE. - IN `t t ATION ALTERNATIVE 4„W I INSTALLATIONS ARE ONLY VNJD FOR 6UILOWrS WnH AS O. 0\SxA+ IMDs '•. � ..IIHHEHNIy, ��`'' ...1'a'.E .. UP TO +660, -15.$ PAT AND PANEL'S tnIGM UP TO 3'-f0 Q -. f•1 q, A. TI((�/�% W z fop NEW WD D ITLW[ aXs NUCTpn ROO MEMBERS TD LiE sa HEAR $ . oi.t PINE NP. 2- w/ SPECFIC DENSITY OF ass ce CaHA `-1r I, ;11 ✓•y Si ` DENS••• •`v F •' ' = FLORIDA BUILDING CODE NI h Veloci HurrIcon* Zon• ? nrt IA. x : No. 4 z -1. •a,<....c : z 20 GAGE GALVANIZED STEEL STORM PANEL 9fr SPLCKIG No IICI2VAEM[N,S fGR ,P Of LION' IW (IDV A TOP As _ * ' * S OwR M WELL As PANEL CONNECTIDR ro +11ACKs DR A, ecTiFj BA5[G o" Rppp I�1pLW t - -- -- Loa, tX+ 1000 I•IALLA762N TYPE LAIN b'(m 27 A=DI/MD -a'. STAT OF ` .2 ` IR/n/mw � GLOBAL PROTECTION PRODUCTS, LLC. a,[. „on �g ALTERNATIVE TOp N[AOEw yypOp FR♦�AW,r'.,•ftp 0�' •' ' IL E C O ENe Mcc FS �j\��� LIMIT rR ,a G- R G c0 AN, PAW &OI- a w" MN 1.45 COAL RI `Q,R3INW IN ANY ON�ITION t M .NOR OCATTIO f S/O i,� O � w, aAppR n U,Y "Rw wP "-n.e. rA (W)M-., 2D-176 A'Thl N L . ;;:, n,-,Tar ,� . DM! n,_... .. IL I gull Ott N41AIlA„OA. BfNL 1/4' 1' Illlll Nl nl CA-eO07IP ORA1Ww. M. NOR SHUTTER TREKS NO( 5HOW1 rM CWLTr [ RALNIOMRWT/DAR AN.,IR A /WA u ;Y A- YRET :e d M MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.e.t.) AND CORRESPONDING �2/4 MAXIMUM SINGLE PANEL (1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM PANELS INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD (t) - ANCHORS SHEETS 8 $C &II) aN 3• MAX -- ORS(0, 10 •UL _._.. SINGLE P 4 5Q) L•H•rcE•uMEn SINGLE PAHL15(19E'[1�AIm AT Si H -o NAl tDP oR BOTTON END_fE(lin._IBAcics i`,L`.I_ Z;y Ik 23, 08 ZI((TELT14CKS ij;OR(81 O DIRECT MOUNTED-AL-LACH,_LtlQO 0.M..O2 ,Q3 .®. r-T-1--1--,- I--1- --I -I-i-' T-'j- -r-T; /1 la L MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 YAKWVY M.S.D. pfSIGN PRESSURE R�TP•O CONCRETE k INDW INSTALLATIONS ` t 200 121-01 W-0' 210 12'-O' 11'-*" 3BA 10'-to, Fr-0' - 400 ---- lo-I• i•_•• 410 B•-0_" 0•-9• _ sac *'-1• I 4r-4• su r-r '. o_ Mo B-r r-71 no i_o• _ .1 7no - 7'-r r r 750 r-1' *'-)a' Bao r-0• r=r *So 7-_a, 61-r tloo *-0• 72• 96.0 *•-►•- El'-0* 1000-0 9 _3 9 r,' Cato IFA9 - 6-3' - -- 3-*1 - IL_ 7' - 3-5 I, -a MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS.ODESIGN . PRESSUTRE "TING CONCRETE ME WOOD INSTALLATIONS 1 7QO W * IS'-0` no -to' n_r Sao TV--$- 10•-r 4" r-e' r-21 4&0 _ *'-,' 9'-r- $0.0 '• 0-7 r a -'- sL0 r-r r-0" _ RCEO 6'-01 r-0' 65,a T-f' r=t'_ MO 7'-61 *'-11' 710 7' t' 0'-91 Sao 71-01 6•-,e• 90.0 *'-9' W-1 • *5.0 6'-r S'-Lou _ 100.0 I 0'-3 . Ii 1Do-D B'-J• 51-4' I F0.0'- - 3'-1, I ls.D - •'-10' MINIMUM SEPARATION TO CLASS SCHEDULE MAXR4W PANG LENGTH WINO SPEED < 170 ..P.. WINO SPEED > 170 .PA ('n) LimPSTRAINE32 I RESRNMED UNR[SRWNED RESUMED 39 OR LESS 1• 1• 6' IF1/4' >JS TO 90 I. I. 7 1/2' 7 1/2- >90 To 1.5 I. I. 7 1/7• 1 7 1/2- >I46 ro i I' I- - MINIMI3M PANFI. L FNGTH (In) FOR ♦ GIVEN MOUNTING CONDITION •U• ,.SAS' eUND-TIN TOP ORECT T' •R,- Ail y//FByp��ACIt 401A(i HEADER HEADER AMCIE TRACK W/SEY BO,rTOM c,b9A¢S - ONECT MOOR 48' 32' 32' De S3' - SIT' 50- 4 -- - 1S`XI.5- STUD ANOLE 35' 32- 32, - 32' 47: 7B' --80• '. A 'F' TRACK 1. 32BUILD-OW 32' 42' 67' 6a' T IF`' W SOLE 0.05U.. '�' 32' 37' 36' 60' S6• 56- �SE- _ 1 jr 5D- 32• 1. 38- W. S6• U'��OrY-4) D. M.. 3O. (4-1 0. 44167 i 4uow Rnco, Nc * y�. tATE Or #_.,,4�,, % / I�E C O Wwm ��•A S'.0. .... e• ..44EFF / -" n.•. "osi n`,Y'a' `M AS 1/4. 3/4. 4/5, 1W/6. 2W/G. 3W/7 & 4W/7 3' Aw .-- ---------'--- �• TIN_ O �.�-LI 3 - I _fi _fT r BOLTEDVS,M.S. BOLT W/(e EA OVERLAP (SEE sfclIONs As APPLICABLE) ._L_I_.I_l I I I I -�1lllll �� - --- - - - o- - ---- - I Iy ]' WAKE1/4. 3/4, 4/S, 5/5 & 6/5 '• N'N. 2/4 1 W/6, 2W/6, 3W/7 & 4W/7 -- --ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 k11)- REGULAR STORM PANE. C1) ELEVATION 1 / . . 1b. - 687, NIS (Wl OAR". -, 19101E VALLEY) 00lJ7117I19i B(1) L. WX UAL ALLOWABLE PANEL LENGTH FOR A OVEN POSITIVE ASD. IX" LOAD MAX ALL PANEL LENGTH FOR A GN[N NEGATIVEASO. DESIGN LOAD. (2) PROCEDUN[ TO DETERMINE MAXIMUM PANEL LENGTH, GIVEN A POSITIVE A.S.C. GULCH LONG, DETERMINE MAXIMUM PANEL LEWIN -L.' FROM SCHEDULL GIVEN A NEGATIVE ASD. DESIGN IOW DETERMINE MAXIMA PALL LENGTH L-' FROM SCIQI%AE FINAL MAXIM ALLOWABLE PANEL LENW CTM IS EAL TO THE MINAILIW DETERMINED PANEL LENGTH BETWEEN -I.• AND L (3) SEE SCNEDIRF BUD* FOR WIN PANEL LEI/GN FOR POROSITY QUALIFICATION T MAX A R. RATING w T T PRO WOOD ARE l 0 + 9s .A f SO DESIGN PRESSURE t S ALIA IONS +IRTE'0 P �' �' 'S e, ID k ,I FOR MAX. AS.D. DESIGN LOADS k WX. PARR LENGTHS FOR p`t. •3[clOry EI SPACER &i) IS USED. ln_ •. 1_ n notn• BUILDING CODE (Non High Velocity H 24 GAGE GALVANIZED STEEL STORM PANEL .ORAL PROTECTION PRODUCTS, LL 40a 3w 31 SILENT oAYE n. 3v,. PATE NV-)r--,Sn CASE (-PTA-OAT j1i r.F. nwN9 _W/E,/3nre LYRE 20-175 GRARAO R.' R 3 ar IP GENEitAI NOTES 11Y1n FaB ••• •r W-.IIWTY * •_; IW16 slD•M "W"'L[T4 (C) 19,LwSDMG wor, .CANT M..LCM( GB7rM__i_- o'er`' [b, I STORM PANEL SHOWN ON Tw5 PRODUCT [VALWTtON DOCUMENT (P E.D.) HAS KEN VERIFIED FOR COMPLIANCE N ACCORDANCE _ +/4'IF TIPCON ANCHORS, AS MAMUTACIURED BY II.W BUILDER, INC WITH THE 2020 (7th LOTION) Of THE rEf9nOA BUILDING CODE THIS STORM PANEL. SNAIL NOT BE INSTALLED AT HIIGH - #14-to PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HVRRXANE ZONES (MAW -SIDE / BROWARD COUNTIS) - 1/4.0 LAG SCREWS PER NU.S. A DESON WIND LOADS SHALL SE CETERWNED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A ISI,51G N1N0 - 7/16'0 . 5/B' WOOD BVSNING. A$ d5T108uI£O 8r ALL PUNT SCREW, SOLI * SPfCW1T C.O. S N T RI XWINE WHERE STORM PANEL WILL NE NABOVE •LTD O IREFOR BA ACTOR P FOR A D F SPEED A5 REOI RID BY NL JV SO THE p RN SHUTS T " F P FD-0 05 USING C 7- 16 VIVO SHALL NO EXCEED E MAXIMUM A5 0 DESIGN PRESSURE RATINGS INDICATED ON EFTS 1 MINIMUM THREADED PENETRATION INTO *DOD OF TAPCON ANCHORS 5/.4L B I 1 2- AN OR ERGO ANELMA7 PLUS NG AS l 7 C) HRCLE E / 0 E P f 9 1 1 1 AND ANELM4L [ C p 3. /IRON 2 * 7. B REAL . N it I WIND L[WY' DETERMINED PER ASC 7-1 SAWl Bf. f1R57 I 'R vERHW TNF ABOVE CONDITION. ULTIMATE DES" D CTFRM E 8 REDUCED TO AS D, DESIGN PRESSURE RATING BY MULTIPLYING THEN ITT 0.6 N ORDER TO COMPARE THESE Wj MAX (A.$ D) C 2) MINIMUM THREADED PaIrTRATON OF LAC SCREW. INTO THE WOOD FPLAW[ UNIT SHALL ITC 1 1 /2' NO THRFMfD DESIGN PRESSURC RATINGS NDICATCO ON SHEETS 3. 9 THRU 12 R 17. 10. PENETRA7FON INTO STUCCO SH4L BE CONSIDERED AS PART Of ME REQUIRED THREADED PENETRATION W ORDER 10 LERrfY THAT ANCHORS ON THIS PE.b A5 T[5TE0 WERE NOT OVER 57RE5XU, A 331 INCREASE IN NI OWABL/ STRESS FOR YANG LOADS WAS = USED N THEIR ANALYSIS FASTENER`.. SPACING TO WOOD HAS BEEN UETERWINED N Mf C 3) MINOWN EDGE DISTANCE Or LAG SCREWS, INTO WOOD SHALL BE AS RGTFO N THIS GNAWING ACCORDANCE WITH NOS. 2018 STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N A;COROANCC WITH SECTION 16D9. 1.2 OF C.4) MINIMUM PENETRATION O *000 PUSHING SHALL BE 5/8' 1/4• P-20 SCREWS USED SHALL BE 1 1/2• LONG MPRMUY THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /W!1401-01 AND 0021902-02. AS SHOULD STUCCO EXIST. AM I' MINIMUM FOR WALLS WIN NO STUCCO PER SSTD ,2-99 b ASTM C i3O-01 SfANOARDS, VINO AMf.RIFiN 1FSIRIC LAB $OVEN FLORIDA REPORT /112301-,0 AS PER TA5-20, VINO TA5-203 PROTOCOLS, AND AS PER CALCULATIONS PFTNFORMEO N AC,COR(W.CC W/ SECTION 1604 OF THE C 5) IN CAY T,ul PRECAST S7-I OR PRECAST CONCRETE PANELS, STUCCO OR *000 BOARDS BE FOUND ON 74E EXISTING FI.O IDA BUILDING CODE WALL. ARMORS $HAIL 0E LONG ENOUGH TO REACH THE MAN $1Rl1CTVNE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS AIENIIOWD IN C 1). C 1) k CA) 2 ALL ALUMINUM EXTTKR)ONS 10 BE SD63-15 AL1_OY AND TEMPER (UNIESS OTHERWISE NOTED) SEC SHEET 2 (D) ANCHORS $HALL 131. INSTALLED FOLLOWDK: ALL OR IRE RECUMMINDATIONS AND SPELIFK:ATIONS O THE ANCHOR'S MANUFACTURER .7 ALL ALUMINUM SNER METAL USED AT CLOSURES SMALL HAVE 3105-1414 ALLOY. 0 PANELS MAY ALTO BE W-VAIED HORIZONTALLY FOLLOWING 14STALLAPON DETAILS SHOWN ON SECTION , THROUGH 5 (SHEETS 4 4 AU $IEEE SHEET METAL PANELS SHALL HAVE STRUCtURN QUN.TY STEEL. ASTM A-653 GRAM 60 MINIMUM. G-80 GALVANIZED THROUGH 5) EXCEPI THAT HCAOFRSQ A® SWILL NOT BC USED STEEL DESIGNATION WARY. 122 kw (AFTER BULLED). 9. /T SHALL BC THE RESPOMSIBLM Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 57RUMERE WHERE SKITTER IS 10 BE 5. ALL SCREWS TO OF STAINLESS STEEL 304 OR 3t6 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE INNS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR W000 FRAME BUILDINGS SaD1e W/ 5o Wi YWLU STRENGIN AND 90 Aa TENSE STRENGil1 VINO SHALE COMwY W/ F DRIDA BUXaN4C CODE SEC ION 2.11 SSA 10 EACH REGULAR STORM PANEL WrTH LENGTHS OVER 00'. AS PER SECTIONS I 2. 4. S. 6 AND ALTIT•ATN" FLA. 3W * 4W ON SHEETS A. 5, 6 k 7 RESRUINELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6 BOLL TO BE ISM A-307 GALVANIZED STEEL. OR A15T 104 SERIES %7MALES$ STEEL. WITH 35 WI MINIMUM YIELD STRENGTH SECURE PANELS WTM APPLICABLE RETWORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHWA BE AS FOLLOWS It, THE INSTALLATION CONTRACTOR IS r0 SEAL/CAULK ALL SHUTTER COMPONENT EUGES WHICH REMIJN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN WTHU5ON (A) 1201211hG_ pQUflER_!CMwL - 1/4'1 TMCON ANCHORS A9 LAAIR/FACTUALD BY I,i.W. BUILDE%, INC (MM� 1'C^s/B2 pJ,i.) 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND L/WNG REGLM[IENS PERMIT r. C TN ,n7N15OCT10N WHERE PERM S APPLIED 0 X I -I UfACI - U OEWALT INC PROVIDED BY E ERE - 1/4 I /6 CALK -IN ANCHORS, AS MNN LANE flY - 1/I A 3/A' SOLID -SEA ANCHORS, A5 ORTRIB7fEC BY N.1 POINT SCREW, BOLT * SPECAItt CO 13 (R Tr16 PROf71CT EVALUATION OOCWCNT (P.EO. PREPARED BY THE ENGINEER LS GENERIC AND Wc1 NOT PRDVR)C INFORMATION (LPn r-3000 P.E.I.) FOR A SUE SPECIFIC PE I[G7, .0. WHORE THE Sett CONDITION$ DEVIATE FROM THE P E D - / P R IA-1 P 7 F AN U ANCHORS A$ MANUFACTURED BY ELCO CONS RUCTION PRODUCTS 0 WEIMA E FEMALE ID B EVMTE PLUS - 1/4'0 ZAMAC "LIN AICIRX,S, AS MANUFACTURED BY DCWALT. NC (D) CONTRACTOR TO RE RESPONSIBLE FOR THE Sf_LCCION. PURCHASE AND INSTALLATION NCLUDING LIFE C SAOr 1Hr5 PRODUCT BASED ON THIS P.L.D. PROVIDED HE/SHE DOES NO' DEVIATE FROM THE CONOVIONS DETAILED ON FINS DOCUMENT A 1) MINIMUM EMBEDMENT OF FAfpOH ANCHORS INTO POURED CUN(:RETT SHALL FIT 1 3/4', 2' FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR' RESPONSIBLRT 1 3/4' FOR ZAMNC NAI/N ANCHORS (c) THIS F'RWI/R EVALUATION DOCUMENT N1u BE CgN51DfRCD PNAUO IF 1LOdnEO A2) CALL-N * SOLID -SET ANCHORS SHALL BI EMBEDDED 7/6' INTO THE POUNLD CONCRFIF NO EMBEDMENT INTO $H4U BE PERMITTED 1/4' 0-20 SCREWS USED SHALL RE 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST, (d) STE SPECIFIC PRGNfC(5 SNAIL BE PREPARED fN A naL10A pELlSTTHEO F.NONFFP OR ARCHITECT WHICH WILL BECOME THE FUR WALLS WI 0 STUCCO, AND ANY BE HEADED SCREWS OR ALL READCD SCREEN] / CAD. ENGINEER Of RECORD (E OR) OR E RGUEC 0 O WILL BE RESPONSIBLE OR E WITH N TN W O H F 1/1 P i AN 'RII F TH AND f' MINIMUM AND BUT WITH WING NOPROPER USE OF THE. P E D ER Of RECORD, ACTING AS A DELEGATED ENGINEER TO THE P. E.D ENGINEER, SIN.: SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS NOR WYKW. A-3) N CASE IHNI PRECAST STONE, PRECAST CONCRETE PANCLS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL ON FLOOR. ANCHORS SPIRIT Of LONG n•OUG/1 TO REACH THE MAIN STRUCTURE REREAD SUCH PAWLS (e) THIS PE-0 SIWU. RETAIL THE DATE AND ONK,IMAL SEAL AMID SIGNATURE W TALC PNOFESSIONAI ANCHORAGE SHALT OF AS MENTIONED N At) AND IN A2). ENGINEER O RECORD THAT PREPARED IT (B) TO..EXl52V19CONCRETE ASAP--G_3iI' 14 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM .'h.OGK _'AYE - 1/4' P TAPCpN ANCHORS AS MANUFACTURED BY I i W BOLDCX, INC. PANEL SHUTTER N ACCORDANCE WIN SECTION 1709.2.2 Of FLORIDA BLRLOING CODE ONE LABEL $HALL BE PLACED FOR EVERY OPENING LIBELING TO COMPLY WITH SECTION 17099.3 OF THE - 1/4' 0 . 7/6' CAUL-N ANCHORS. A$ MANUFACTURED BY DEWALt, INC. n.0 DA WLD6p COO; - 1/4'a A 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT * SPECIALTY CO -- PIA. PANELMAIE FEMALE ID AND PANELMATE R115 ANCHORS. AS MANUFACTURED MY CLCO CONSTRUCTION PpOI)WPNIIIIIII/l/l . 1/4. 0 7AMAC Mw4UN ANCHORS, AS MANUFACTURED BY DEWALT. INC WA,\Ea A,..T(L(/,, 9.1) MINIMUM EMBEDMENT Of TAPCON ANCHORS, DECO PANCL.MATES AND ZAAMC NOUN ANCHOR. INTO THE \C EN - ✓ \' LS '•� FLORIDA BUILDING CODE (Non High ValocH Hurricane Zane BIOCR uert $WWI. NE I I/4' e1PA •4,ITL M ►Q,44 7 c 24 GAGE GALVANIZED STEEL STORM PANEL 0 7) CALK N b SOLID -SET ANCHORS SHALL BE !EMBEDDED 7/8' ALTO THE CONCRETE BLOCK UNIT NO = .;: er - --�\ -- _...------..,.__ ._ Prn,l7Pip STuCr o SHALL X PERMITTED. 1/4• a-20 SCREWS USED SHAH BE 1 1/2- LONC MINIMUM SHOULD r.'sl. * _ %- VINO I• uNwu4 FTXt WALLAS wrtH NO sn,cco. STATE - GLOBAL PROTECTION PRODUCTS, LLC. �i, F L/ IL EC O INe \ NPR BJ) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOVN E,fC TRLUT ,TTNO` rNGR[[-tic cO4Purr .soD A.• a, s,IRa O R I '�'E+N"67 PIN. I� sv,. KA .I.r .ten n. AIM EXISTING WALL. ANCHORS LIALL IN: LONG ENOUGH f0 REACH THE ALMA STRUCTURE BEHIND S1CN P S '• G\ r.... N>.iYy� ,. uOLI ..,-YH .14OI.N. I».Hee-Pal. ,A, (Ma]_- , 20-175 Ar ANCHORAGE SMALL M AS MENTIONED 1N 8.1) AND IN 8.2) ewffs/ON IL * 'A" G-omeUte '�"� - �'R"° "' I'IUBM11 Olp. '[ >a•MAwEBRLBSEMIE INTa A TRIP r, Of. MEP"'_ r, WIt1A 1 ar IW -.._._- ._ ..._-...._.,_--' INSTALLATION DETAILS FOR REGULAR PANEL !'i') INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 9IS?NCI POURED CONCRETE EXISTWG POURED CONCRETE -_ OR WNCHETE BLOCK OR CONCRETE BLOCK RC DUMED I REQUIRED. CONCRETE ANCHORS 1i . ,:: - CONCRETE ANCHORS ;{{.. (SEE SCHEDUIE ON ASS SHEETS 9 THROUGH to) -- ) (SEE S[1EOUEE W SHEETS 9 THROUGH 10) O EXISTING POURED CONCRETE OR f l _ i- , 1 CONCRETE BLOCK REDO RED ii� 1/4Y-aprl' 4 l% 4/2 ,/.- i T/2• I 11/4. ' -1R FC •BIM" R'�6 aj , I v NAll.._._--___--,. CONCRETE ANCHORS } (SE[ SCHEDULE 01(. 4 -.;. ___r- _- _- 'l 4 . ,'. T I E•) 1 SHEETS 9 THROUGH 10 i � fig/ /;/ u , �j'• _ %/ ,,% i ; 0 l!/ :1;, I I 1[J (Ea ,; , O 1 1 1 L TVA. I M)n F TAP 1 1 _._.L_. ,. /.Y-M, 01 %=0 ,� 7) FaI R4Ea ERIC ou rr7 E q ,�/A1 11 -tin.- -:.. II .q 0 G1A55. y/,SAY 7s -' - i : � � - 1 ED. i!// J 1 1 I C%157MG (SEE SC14EWLE ( �.' Nar. I L (SEE 5Ny1FIXllE. Y ON SHEfI 3) I 1 I I LASS-� ON SNETT 3) ( PALACE LEND TH 1 (SEE SCNfDul f. II I 'L• Mo, IIAP, SEPARATION 1 TO QA59. I 7' YaX T CONCRETE ANCHORS I i - 1 ON SPIER 3) -Y- 9 p f I 7 PANll LENGTH DIM SCHEDULE 11�E PEL LENGTH ! ;SEC SCHEDULE (SCE SCHEDULE DN [ SHEETS 9 THROUGH 10A _ I - 1) C II II 1 I 1 �SC1LIC�DUIE ON $HEEL 3) 1 IA i. ON $HEEL 3) I SDI 'L• Ex1rlENG-jN I 1 j 1 ExImNG I I 1 !Df c1A55 11 I CLASS I .I 1 ,NIX "LE.f{X 14A0 IULR , I Of 1' 1Kk- I .- f'y I I'll I L :: E D. I 1 _ . + `2' I I EX.rnNG POURED I i E, I �O +1rr r(� _I `L CONCRETE OR O.0 I (AS APFIUGBLE) I ' �. (�,% • 1. 1n aAWu R4C ' I/Yr e,.aOtX IO iCe'A a MX R/Nn CONCRETE BLOCK -i-, - REOURFA. , I ( I CON(XNFTE ANCHORS I (SEE SCHEDULE ON J I I __..L "y -fO---Er •al[ n' OC S __I SHEETS 9 ROUGH ,Oi 1 ALTCRNAIi 1 - -LEG 1 • MM1 - W/ ® ONLY WHEN SOLID ...... . SET k CALK-N ANCHORS Y lOUTIOH ARE USED k W/ "' EXISTWG POURED COHCRkTL OR CONCRRL BLOGR ALTERNATE CONCRRF QNKiWG POURED CDNCREfC LX CONCRETE ANCHORS PANELMATCS ANC ARE USED REWIRED' ANCHORS CONCRETE BLOCK REQUCRETE FG. STAGCfFCD W/ S1UD (SEE $L,E It ON (SEE SCHE ON TO SHEETS 9 THROUGH 10) THR G SHEETS * THApION 10I BUILD- ', ,1 1/8.1' WALL MOUNTING SECTION 2 $CALF 3/8.I• WALL MOUNTIEG /DIRECT MOUNT SECTION 3 SCA.E 3/e-1- p 1 A„T!L(i ' l' �1 ''' LENS �9 FLORIDA BUIIDNC CODE (Non HI h VNoc❑ Hurricone Zone) E.D. -EDGE o1srANCE (SEE SCHEDULE ON SHEET$ 9 b 10) NQTL �.L.QiEBmno Of SECTIONS TOP N4 BOTTOM MOVNtING$ CAN BE COMBINED IN ANY WAY TO SUIT ANY = D, 44167 ' ? �- x 24 GAGE GALVANIZED STEEL STORM PANEL = * . * __- : * i _C �-- STATE O� � ?-z - I L E C O 1 N c L- (GLOBAL PROTECTION PRODUCTS, LLC. %9• r F DW: NOw[[PoKe COYP.1 IORIUI' - . M. ..Y...r-w n M • It W" z n •. - allo s.e m 9-,EK •' -•' GA�'N a1M/ImI REAR INSTALLATION. ''y FD , ,/O/.•A.'ky4� G\ / 'Le7 n-. Xwu n,-1Ye�: wf m-1u, "Hant ([I+.)•Ie->w-rA ([OaMe[-em 20-175 ''A'N _ lxwwwo Ke: _ NNEN/IITH MRN/MR WALRR� II W1R„Jr, Pf. R N) ro [NIL, I O' I• - _4_., O O c- cn Ca O O .6__/ U O L Q O O = Q M -0 k 0- ,' "`' O70 ITT C40 -0 O Q O_ g __ t O ^� W ICU O O 'A� LL ,+_ M .� �� �O�t\\ \L/ O ''_^^ VJ //-S A./) O M/� I- 1n _0 .E- w Q w J M N I_ M o (= = p -2 U i1 r- O =M�� W -o m D•c C L- O- M O ._ V) = C14 .J✓ N Q O IT; Ham. C14 � 3 d 2! a) =- = N '. C­ E c a3 y Q tO 3 M - 7ITO 3::- LJ .- a, y c r� awi •� :�, N O. Ll c E Iv o C, 11 o ------- ------------------ -._-- -- ----- - - INSTALLATION DETAILS FOR REGULAR PANEL n INSTALLATION DETAILS FOR REGULAR PANEL (1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL � ji INTO WOOD s' . ,• :I '117 11----- -; _. - ---- SEPARATION 1 1 I. ALTERNATE CONCRETE A I' WOOD ANCHORS : - I', TO GLASS. O , ANCHORS COUPON (SCE SCHEDULE / R-Y _ ALTERNATE AEG CONCRETE ANCHORS (SEC SCHEDULE OR - SHE SCHEDULE ON 30 ,/4Y-2D.I• 1 I •� _ (SEE $(31EOUlC ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) FXImHG POURER CONCRETE SNCfI 11) 35�jEx IUD Rt5 E OA SHEET ]) i w A� 4•.9• REQUIRED 41nW� DFTiNG W00()4_ _ LOCATION • e P ,/: o.c _ _ _ ___ _ E E STRUCTURAJowa y�_I i t OR CONCRETE BLOCK OR CONCRETE BLOCK -- I' - BI'�•el I301 T-4� IISEDIJACY Of EXISTNNG WOOD I 1 Cin.,�* ` _. SHUTS 9 THROUGH 10) � TERRA C LFG REBURIED �, q � i ., I .-._ -- __ N •L• MR.. BEAM TO BE CERTIFIED SY REOUNED. _ T L EXISTIII ".� __ -.. I PANEL LENGTH REGISTERED ENGINEER OR , �, v•.,,y ��I / 0) ... LD. / LOU7pN COMM71 ANCHORS /; WOOD HEADER \ - E'er GINS$ --.. _.... ARCHITECT PRIOR TO SHUTTER EXISTING; POURED /' I. -: if" ` �) W000 ARMORS .,� , 1 I (SE[ SCHEDULE ',, ✓ CONCRETE REQUIRED �% .; (SCE SCHEDULE OIL- l ,) REWIRED 1 (SEE SCHEDULE ON 1 -1- ON SHLCI It FOAL INSTALU/ON. ,(1i011S ALTERNATE WOOD ANCHORS 11 .- 1' YN. - SHEEfS 9 THROUGH 1 2, t R.,....._..-�._ .t ,` - 16 /-,.IEpW _ _ � a) ,. % _ ,., _ 1/'' SHER 11) / I f-s--_R �j sPALCR /+ ISEE scNmuE ON (SEE sMEouLE d+ I •'I:nUu-uI'>o�aw" w j/>1. r.. G " rT✓ <: ' ..:.r w WIRER ,aAo - - - 1 MAX I n 1 EIQEC It SI ICE] 1!) / I - -EO .-EO-. A'4a,• s3 4s, R/ w /:::� . , I/• � _ .n •° - M elAnol ,eR sPRW LXE i t/2' I/.' _ - ) 17 T O.G " ,/.'-m,• sE 4a I war / �. II/2'' I SPACER OF 1' 1 1/2' 1 wx CONCRETE ANCHORS ' a 12 1/2' O.C. / 'MAX N '`• ) WOOD HEADER �, / I . �- I L LOKTIN Ml%, i 4' - A (D I l - I I E ¢• I 1 t REOUIRFI ��` ! i 1' Il I EO �_ - _ ----- I 1 _� IEAx _ ._ _ ! t/T / -T- T N __-- _ _ _ Y1000 FADER ,fI 1 I :.. _ _-- I' 1 I (SEC SCHEDULE ON I '� I 1 Y. lr arc E0. I , 1Mn. \ ) •-• 1 .� / Y Mjn- `1 1 i _ _ I 1 - T-' REOWI?ED / T.Y-ton' 1 �' I I I '' 11 1 EEL ExlrnNc 1 ($� 1 �'•. --i I(/�IIILl9 R �- SHEETS 9 THROIw'11 1� ` _ 10r0 Klan ' _ ''TN..CLI i _L, I I / 1 I (�SCHtDULC 6F1-.. I'� 0 , 1 JS$ -'_I I A Y �jT B n• .. I (PANEL LENGTH - 1 1 " i t' MAX. LONG ALUMINUM PACERS • 12 1 2 1 , I .`( 1 • O.0 II L ,/,� 1 '�, �( 2 I 0 e 1 ' EXI r-. i P �• j 1 (sEF SCHEDULE 1 I 1 �, LONG (SEE TABLE /1 ON SHEET 11.) IVY,. I I(f WOW ANCHORS 01A55 6 1 I 1 �' /.,. I NM, ON SHEET 3 Nn. " I 1 SEE NOTE. - BELOW FOP LIMITATIONS FOR Wn E { I /0 a» - �� I i 1 SEPANRO/ \/ b SCrlE dll 10 Gl/55. T •L� MAXI I PANEL ILIM.tH 1 ! 'I ( 1 GLASS.(SEI f L6 ee1•M•e-B {f 1 1 1 I I(T� V_ / , TOR SPACER 1 SEPMAION % I t' MAX I i/2' LONG 5LEEVES. NSI PAUI ,n 1 C) 4 I O tl I; F611 FEEL TO CRASS I 1 4Y->011' I , i _PAFA1 Wi fEM11LE O 011 PANfl RATE 1 r>N CSHL rIf] .J 1 F �':fi -y TO GtA55. t 5IF OLA I PANEL LENGTH 1 I 1 1 / f NN 1(YF SCHEDULE I 1 rY-7Rn' 9 A 0 EpR (Skt 5MEI7JIF 1 (SE£ SCHEDULE t I (SEE. sCE1lDULE 1 y OOLrF L SEPARATED" TO 1 Y I MII ILO I _. 6w9OMB IIY� p I ON SHUT 3) ; .; -_ ON SHEET 3) 1 - PLUS (SEEESCHEDULE ON SAV 11) I ) ___(] _ f6 DAwn f' u /. SCHEDULE ON SHE 3) 1 7• "L• MAX O V IAsX (stZ lKSEWLE ON I 49wTa I ON SHEET ]) - 91pi. SPM/TR v oN vErr 3) s_-. __.1_._ _ J - _. _ / i / V•'A-Car ' R %s ' - 1 PANEL IDOM I �R- 33._fy -. I 4[ 1O [EeL v WeL I _ It y 9t Fa Rra Ea W t r n1 ` �L M I'¢ 1 (SEE SCHEDULE 1 /J ;- (.W SYw7-0 (SCPANEL LV40TH T I , E91OI R01 'I-f'1 v :. -i j I6RA"� E um I :'lye..- - OAR r N •L• MAX : h. _..t� _. pt "M (SEE $dR L • Mn. I ON SHEET 31 I LEG_ ( (USE FOR - _ ' SIT CtA55. A I 1 -� - - (SEE SCHEME LENGTH F_XIm_ 1 ` I EL 1 [ i , ___ -_.. .._ .- PANEL LEF A Fx s „ -__ _... ON SHEET ]) I Ex1s1 r( DIRECT MOUNT W/ SPACER �A 1 En ]) Q SEPARATION I 1 -- GUSs -1 I ,MARrn wa r_� GLASS - I SET SCEKDUAE I RATE � UREO 1 l ON SHEET 3) % -1 ro cuss. I 1 GtA55 I I OOII. I GLASS 1 L I _ _ -- ON SHEET ]) 1 I- ILO R Da I MAN. ) •. -. .-O MAX. 9 1 ..O - ;. * I S, C 1 -_ --AI,,. I(SEE SCHEDULE I T_ y' 1 I E oN SHEET ])I OF I 1 I MAX 5mt L._.. ., 1 • 12 ALTERNATIVE 2bf_ M i 1 I -. -- ------ ­i _....._--tE1WTH (`-.. 1 1 -16•-� SCALE J/e-, 1 1 I O or L 1 U i 4 r L , ED Of I _ 1/2" O.C. SCE TABLE /1 DESIGN SHEET 1, PORE MTHI PANEL LENG1Hs k I i 1W1' ! t I NNx. `� 1 1J�• E U 1 ' SPACER 1 .L. I MAk. A$.DNSEEMOMS FDR AILS I NE LENGT - _ _ U 1 I o 12 1/2- D.Q. I ® OIL a t2 / O.C. - 1 I 1 I.= ' AY-141•(D = - 1 1-1 1 ._-) ' EMD 90L11 [ ---- I j 3 A- 'T a 12 1/2- O.0 E. `, I I -. - _... _. 1 No FI 11 - In', MAD POLL" 4 r IL " ----- 1 , { CWCRPE ANCHORS ... _i ^ • 0 P 1/•' m3 CONCRETE ANCHORS .:'.> . 1 I 1 .' r - I ', 1 �i -- j � 0 1 ; _ 1 - JN A • P ,/I' o.c EXISTING POURED (SEE SCHEDULE ON RE �E (SEE SCHEDULE ON ..-._. _ 1 1 , _ it 1k CCII. 1 C4 ...-.._ ` CS CONCRETE �.-, i. ED" O' WALL OR SLAB SHEDS * TH40UGH ,0) SHEETS 9 iHRWGH 10) ,...r Q,1 LIB• LONION G YRL ALUMINUM -- I I , r iF000 AIILSpI$ , --- REQUIRED (MT. CON0111ON) ..�_'. \:•/ P I 1 1 l' ( oN .__.. ..-- - 2-x6- WOOD 2•X4• MOW f L_ .` J/4 <.. kkxRfiNG POINlCD CONCRETE � � . 1/4•AOro.C. vµEO EDP. 0 '\ ` N J _ ! I \ t SE ACIDERED W/ 0 .f.cP M wr X 1 ,n' LOI.G r 2'.4' M 11� '! i '�:. :: ". OR CONCRETE EPECN OfISING POURF'l• LOINORITE IEIrtTHS PER (MBSfRET6 J. I I O __ ____._ () wsTAUAl1oK IS LrWrtD N A Glw stIXN eln.)eTGT *YO IS'-0' I Vi 1 II 4 �I *BD)L: -_. ) 1 SHEET 11) I RASE IfAN Boor 1RL6M (11- IS A R6TRKrt+OM rlwll ALAI W000 AICNDBA ?,-,-_ _-_ DECK REQUIRED t` ' O 1 _.__ TM`pW AfIC110R9 1'X4• WOOD ■iume; ROOM miolomY MOGATED ON PI¢T I'). (SEE SCIICOUIE ON ,. _ _. __._ -_ 3/4' .. SHE" 11 CONCRETE ANCHOR5�N�; REQUIRED. OR CONCRETE BLOCK W ICU REOUIRfD 1' MAX.• LONG KLN•/U4 SPACERS • PLATE REQUIREIS _ I. N (SEE SCHEDULE ON _ _ E U. -. \ RAND ANCHORS 17 I 2 0 C. (SEE TABLE P I ON ttMGERED w '' YPAMIXIM m ,AAss ROcATUE 2'X4• WOOD -.1 SMELTS 9 THROUGH 10) SHEETS • k IOU /STUD 11N SPENT 3 RAY R. REDUCID TO t/0 AS PATE REOUIItEO (9) AMOONS GONG FERRI O WRORWW M (AAWL wR PDHNL O A SURETY T I) -... ----._ (SEE SCHEDULE ON U)H9 AS SHE FOLLOWING COwmaa MY 1 F__ ;' PING RATE Burs) TUIl T Y.CID .IAX11IV4 AT e t/4' OL I n, - �' �' SHEET , 1) "OYMlD Ww1I (Mn,Sene,A RUP-ION - 17 I/I• cc ,PACNO .wMD W _ - ... _ w CEILING A MOUNTING WALL _M_QUNTING /DIRECT MOUNT W/SPACERS Q OR �iil � I Nu°NNA ASv °rTn" °Rr'euRE 2• �CIO SECTION 5 -� '\'t.. RATWO B ... -65 R...1 (3) RASE 2. ORGE PRML LDION 5 WOED ro -• .I AN, oRwc Ilt� $CAE 3/B. 1' SL4f ]/6-I• S:XE 3iN !2)'AMwUR STaR4 PM.rL LEMVTM 0 WALL MOUNTING /_pIRECT MOUNT SCHEDULE. SmUrt III "RoII LARGER PANE11711G11R NLG+m ce ('�� ALTERNATIVE ZW (+1, !n oNG ePAGtR colWaon PPA 3 W ER N NIgGITD ce CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING L. M WALL MOUNTING w sTOAw r v+a e•A LAT O •oar SHEET 2 INSTALLATION Of 1 1/2• Lore SPACER 6A FIT -1 i AL jFRNATIVE 3W ALTERNATIVE-4W M ALTERNATE 1W RRO AN OMM WOW FAME "MIL s(:A:E ,B � I SCALE 3/8-r nI N,y SCNF 3/0-1- 1. W c VALID FOR WINO ,I.NRI I. 9 OO 3 IW DC/L11RE0 B•' 45rY ,1r` 1E ((/ Ay --- ateaPR SPODE VINO T1R LORD (,W [O1DR) a T1R n11AM- F 5(Alf 1/0.1- f.) TOWNSINSTALLATION.2MILD DIRELY 1O0 WH10 IIROIIa OOOL A4 ��ARA��P,AIN11,... ,a . 2 • 3 IRDl AM t •• I ,pVI�f[,F A. T/( y f9e-oP. NR1NHuuU1NNNFy/ � P`•• \CEN (/l '',''#• v R A. p 4 S ''•... x � LLI ll • aQ\ .... ✓sss NDIES "Zoo..-, \..", ':� wk Nl2Iii �\GENE '.,9 $ FLORIDA BUILDING CODE Non NI h Veloct Hurricane Zone NQTE�98 CONBiNAiI�Ljlf_SECItDNi: ND. 44167 s FLORIDA BUILDING CODE (Non Hi h VelocitHurricane Zone 7E F f• FLORIDA BUILDING CODE (Non HI h Wlocit Hurriccne Zone 2P F I INSGLLAl11NN ARE ONLY VALID FOR MAX. AS.o mmo TILEGI Ac rr. NOTE FINE CQ ONALM OF SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. � - NIT, 44167 = P cLlLLo. - 24 GAGE GALVANIZED STEEL STORM PANEL rA TOP b BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (D,e.f) AND PANEL LENGTHS S -a'- : * .•r`no Innc.!' r+c 24 GAGE GALVANIZED STEEL STORM PANEL F'P Q _ _ 0, 44167 2 24 GAGE GALVANIZED STEEL STORM PANEL � •, DESIGN PRESSURE RATING (p.P.1) MID PANEL LENGTHS 2 * : = DO'1A' R' COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 19' SCALE GF .•Q.i ORWRI n ''Y7M/3.. TOP k BOTTOM MOUNTNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - _ / , Orn,/,PPP NSTALLATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD ?IT ��' /DFIT ,-�.•_ to/71"w" E.D. •EDGE dSTANCE L+4ILF N_QT�ECI)ON5 = C : �'• STATE Or,- s `•'- F ' '-. .. -._ GLOBAL PROTECTION PRODUCTS. LLC. Wn. q • STATE OE•_ r I IL EI c o 1Nc GLOBAL PROTECTION PRODUCTS, LLC. FIAT COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') s p ._ •- IL E C O INc GLOBAL PROTECTION PRODUCTS, LLC. DATE MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC *, I L E C Offer INSTALLATION. 0 F p. f .em 3.f +• arReL, DENSITY OF 0.55 OR EQUAL. '''• /QNAL E1yzi,7 j 111Li 1fSTIKy rRONmMq rG .s,R�fl�sD,�T, z (SEE SCHEDULE ON TOP & BOTTOM MOUNTING$ CAN BE - 0,,L' FCORIDW .;' � - -- ENDwR- AM' a,K IReI33s,an 's A' (OLIO / - feilT -.. a ENow[CRIHe OorrN.riY Rw6. 2 avu FE 14 w. n a SHEETS B A 10) COMBINED ,N ANY WAY TO SUIT ANY �X, ' V / /'✓�' R. - m K-- -Prle, n .1r 20--175 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 : CIPZr .•. R-. W. ,- ,- I. AA4ew N M,r NeR-01e1 20-1 75 " ANluu . 1/ H... - n1 ,. � ,n-,oI I plbL iw7-a->aN, rA roaI)sea era, 20-175 Q INSTALLATION. '^II /DNA E� � na. (IA4 r,-,Yr . IX•) nI-1A1 RRaIE: Cs6."P105. M. ry54)e--DIRT S� +.-. tsN n -,Yoh: -I,n. w, I+Iow.. teD. Tea, rRx 1e5. �y ,,,, oAw+A R,. MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC 'W 'S/CrS,�������� N u aanTR �'r PT rAy2wltuRt/wR - aL4Mw N.• / '•fiNALL._ ( NSrPO K. u-000q IA rn HINwn t1AFwAwR • cA-aaaim•'" m a-Ia - DENSITY OF p.SS OR EOUAC. /INlul-PMTUKL,/LWR WNtER A Hurt r.. Pl. /P w Er•n A a ,e *A,rR • ':Lei - �_ TMn , a ,e J -- RIaL,G A 41 414 PX f1ILn 5 O 1R --._ , , -. -- ^ SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL (i SYSTEMPOURED C EII 1 1\ 1 1 I'OO OR 3-/ 4 aL moURIFT) rR.rrt 2'. )' , .W3' 3109 M-,. a e"A w ALLOT CON, ALUM. 4NaE e1THt /r.. , 3p• . • ZMn2• x TAPWN 0 lr O.C. r PouRm CONCRETE. CD ] I BLOCK DR 2'.4- WOOD POURED CONCRETE 1 1 ,�.•. , , 3/.• tAPCON 7 ,/a• �.. ! R[aARm C",_n BLOCK b• I `_-..�//�; (//ya7 /McHoW • IT. a 6 ' 2'M' WCCO FRAME I ��" V YI NBI AM/ REDV41m 1 _d1 At/v Oi AT an IMrn ' rl, jiyi ilo,0 - -1 � a• . 2• , a33• m loom LF. L°aoRpF 2' , s a55 COW,I Ir MA. W- L 37 yM.,,.� N W- ANGLE OR +, -_ --- T 1 oeo• 310a-HIS. SUER, PO1Mm CONCRETE. CONCAFTF r A i X rS• j l 1...]� � IrE1K AlW OM PUYE / O i KOM OR a•N• ROW TRW{ ' ,' IE+.J OEOUREO 3103-N1. OR .i�i 1 aou-n NLOY - -I 2 1/2' "'L,•J/,� COn. ALMA ANQE •.,•.. 14eA. ---- �-,------J MP. CAP I/� • aoLE. .• . 4• . OR C"I A I. OR BUE NJOr Cant N,I.' ANQL CASE A (PLAN) CASE B (PLAN) AAAAAASE C (PLAN) CASE D (PLAN) SALE SCALF 1/4-.I• 5C4E 1/4-.1- so. SO OR CA A- • I w LLC0 POJAI o E F t OR ca �n n `oPa`N`BDr>. d fDAALLa10 (MA 11a 15X POWD COrCRm I an r..• WINO SOES O UP(JNN, Y Ff ( sI(E>E 1. DON"Or °LOCK tW yl a O`, (MIN PMEL 2'..' WOOD FRANK •',S IIeL•1 1 R ® rtiK 1[WRLD .: MPL.T/D:i , e OVERLAP B WIDTH) - OPENING W'OLN) BOOMED N )'.1' 11 CONCRETE JIF REOUN[0 1 I :. ROCK oR 1'.a' HOOD FI. M( IO� ...:. INWIED ':.. I .�- _ ...•' MOH. ©• © ®YAM ` \ ) •-j •BIN M/ wLdRDan FIDrn . , um1 \. .' ,ELL Damp pEEANG[SCUT r �r0 A - e0 DISTANCE -,-© T nT . -� APUNIN1rN/ CASE G (PLAN) ---- «NEB ,.•.y..�n.' �R A. rr(1/ SCALE 1/4•.1- M = 3' ''��GENS•''l✓•9yS VAIn FOR DIRECT MOUNT INSTALLATION ONLY k M ..• oc a F •'. • '; CERTIFIED PANEL INSTALUION AT WALLS W/ No. 44167 i SURFACE LEVEL VARUT1o" WITHIN 3/4- * * : I► '_ FLORIDA BUILDING CODE Non High V*I.clty Holean* Zone' CASE E (PLAN) CASE F (PLAN) :11/i �� •� 24 GAGE GALVANIZED STEEL STORM PANEL �,', f" SCALE 1/4--1' SCALE 1/4'. 1' [DRID6'.•'sj.�•.,F -- FS Ce L' IL E C O INc GLOBAL PROTECTION PRODUCTS. U.C. °' DATE r 11,f IR .IW: _ / nuaT ttinMO t NO COYIANv .BOO S.M. 31 SABOT / y't3'RL> .. WWI s Ae. wma N v,w ON,R. rL =14 20-175 / .1.. RAON vON4)M-7$-k FAX (4a )m 47.> B[. 1ZN./rOMTIIR/6wE u-mee>IE OWNINGw : W,l1U A nln J., PE Rm, e O ,e NI > MAXIMUM A.d& E RATING (p,;} f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PAI INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL lO INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 h 7) MAX. AS O DESIGN PRESSURE NATIN (p.A 1,) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SMELTS 6 AT 7 APPLr1F/'BLE 7F76M k ANY ru ANY 0, hAnTHE IIANwUm PANEL LENGTH 1' (T1.) TAPCON LAG SCREW W PANELTE raAALE 0 PAMELMHTE PAWS WOOD BUSHING IF 13• IF 1r 13• iw (+019 Ir it 13' it IF if (BOr10Y) a 1/r 6 1/2' B 1n• 6 1/r / 1 ' (T m - - a Ile 12 1/2. 6 11r (/e..o�virm 5,- 0* OR r r r a• - ,,,rr) L 13• 1J• Ir it tr (BOP) i44e OR-0 Los 13• 2' 13• 1r IF w 13 ,b• 1r 13• a I/2 R fw) IF ,r IF IF °' Ir (lortor) _- • 1/Y 6 tna a $/r 6 1/2• a try• (TOR) 4 ,/a' /2 1/2• a 1/4* MIT-.) -W-0• 4 Ilr 4• a try• • ln• - .. (TOP) 14'-4' __.._, In• • +n• r r - SAW (91RIO10 t0 1/2• 9 7n' 12' tx' 4• (BOP) 13• IF tr Ir e i r omw SEE TABLE /1 FOR MAX. A.S.D. OESIGN LOADS & NVX• PMEL LPNGiHS WHIN SPACER • ®IS USED. CORRESPONDING ONLY TO ALTERWITE 21111" ON SW 6 MAX. A.S.D . DESIGN PRRATING ESSURE (n.A.,) ,MAXIMUM ANCH M5 SPACING FOR E.D. - AS aHORW ON SHEETS 6 k 7 APP TE,eMUG1BlE C ANY OF THEM kwwUM PANEL IFNGT/I L' (R.; TAPCON LING SCREW PANELMATE FEMALE 0 PMtlLLM1E PUS WOOD BUSHING U• IF IF IF 13• TR IF IF Cr ,r a• tw (Bo1T0I) • tn• 0 1/2' 6 1n• 4 Try' 6 1/2r- r 71/1. Ir _ r (Wo A LESS 7 I/r r r r- 3w 61DR01) - Tr it IF IF IF -4 IF 1r 1r 13• IJ• 4R (BOTTOM) IF IF 13• IF Ir ,w 1r IF it Ir / t/r 1e (MOTION) 6 t/Y• a I/r t t/2' a try - a try: _ (TOP) - - a 1/4• 12 1 2' 6 1/4' E6oR,•) w-0• • t/x' ' i 1/r - DDP) 7 e B' B 1'(601T0M) Ir 1 12, 13• IF 1 B 1 (lop) 13• 1 IF it ,r IIr 4e (aOTTOM) • SEE TABLE /1 FIST MAX. ASA DFSIDN LOADS k MAX. PMEL WOMS WHEN SPACER 15 USED, CORRESPONDING ONLY TO ALTERNFLTE 2W ON SHEET 6 A.S.O. DESIGN LOAD IIA)OMIUM PANEL LEM" 40 PSF OR LESS W-B• > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS h IN 9 SPAItA4N 1/z• O.C. 1�p A: if(1/f ���'' VCEN •' �✓,y 4416E 9' ATE OF 24 GAGE GALVANIZED STEEL STORM PANEL rAwA"n argt/mo I I E_CO1Me GLOBAL PROTECTION PRODUCTS, MC. wrz r� rTta'I k .. .em a W. e1 Enna, .• DREW. I=I' 20-175 .. n`-,'1m... :."� n1- 1 Ie1oxC (u.7eee->w. rM: IRaNe-s>Rr WAfFt A F.LR F N INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-e TAPC04 EXISTING PWRCD ,/. •. -CON ISTWC POURED ANCHOR O 0. OC CONCRETE OR ARC.O R O 6 0 C WROE OR !) CONCRETE BLOCX F 5 CONCRETE BLOCS REOU ED. REQUIRED. � 2 .;-1•- r 4 2J R WAX. r0• i 1 EE• 1 O R E M 1 YI r SEPMAION I _ .1-7bt' S TO (MASS. EXISTING 4NG � i �T nr, n IA •�' a uor' 1 EXISTING POURLO CONCRETE OR CONCRETE BLOCK WDIARED 1/4'. PANILMATE PINS ANCHOR O 12 1/2- 0 C 1 PANE. LENGTH (SET ELEVATION • ON SHIETF :2) V ,Jt I 1 SECTION R-3A O REGULAR PANELS Su INCEn 15 k 14 FOR ANC-m "If a SPACING roR NSIALUATIGNS W. WOOD FC•IE SPIDerb. .- N,CH0,I SpAcwm NNO _ALA` EOC DISTANCE ARE INdGAILC ON THIS SCHEDULE- TR Ep LESS THAN Itiol O ION SCHLDUUE R[DUCE ANCHOR SPACNO In MA1eSHNG SPACING SHOWN ON SCHmULE In THE ,OUDA'.0 FACTM MR TN6 OKRATON 10 K POSSIBLE. REDUCED SWCRO MA." USING rA[TOn HALL Nor K UCA THIN NOMMUM SPAeND WOrWED FOR EACH ANCHOR FM OF INS •I>EDULL 1/4-0 1/4•. AIa71B1 fllw - - upmi #mm-m ALLS mT4,Ar ANoaR sear Py 3 3 - tiMORMM - OLI 3 3 3 3 1n e41.AOaal Oe•em 0. 6 aU aL3111 R aW16 W IN11a11 113• - - CLASS ( ' R 1 ( 1• MAX. 6' PANEL LENGTH N I (SEE D.LVATXYN ON lalfl7 17) M i a ! u EXISTING POURED ` CCOW-ROE 00 CONCRETE BLOM .10VIRrD !I . SHIN•( 1/4'0 PMFLMATE P, ri - Mr'MOA (BEYOND) E3ii WALL MOUNTINGS ,tA` [1Jay '�IGENSe ✓Q4`s *;IF STATE Of. A - . 'r[ORIOPs_1.0:T IIIIIIYMIHA•1 Ic sLYA7mWneN/oar FLORIDA BUILDING CODE Non Nigh V.1"Ity Hurricane Zorn za rcnco' w 24 GAGE GALVANIZED STEEL STORM PANEL a4aw n. or/n/3o)o IL I E C O INC. GLOBAL PROTECTION PRODUCTS, LLC. Nam fit It. row IVA !, rL U314 wn Rinm0 R CO., i r 4R. ep- A.RAr N 20-175 H owl hw1-,m. 1 N�-1u• NIXIE (a6.NM�7aaA FAX: (164RIP-e7s7 - - _ - aR.wO AN. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Ct ) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL Qi INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. ASO. OESON PR[SSUitE RATING (p•1.) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPl1GINE scrod ++ 4, AI/Y YAXIYVM PANEL LENstHI •L• (7L) MAX. A3.0. DESIGN PRESSIIJpC MnNG (p.T) MAXIMUM ANCHORS SPACING FOR MN C.D.. PER SCHEDULE BELOW APPLICABLEm ° 17i THEM ANAIYUM PANEL LENGTH •L• (n') tAPCON SOLID -SET PANELMATE FEMNi ID P PW9 IAYAC-NNW! CAK-tN TAPCON SOLID -SET PANELYATE FEMALE i0 PAN PLUS IT rAMAC-MALLIN fiYN-IN ro m m m ro ro I.s. COLOWOM 01' 1fEY m TO aANTo m m TO OOHOaR ro 440. -40 on U36 IY Ir 1r t3• 13• ,r ,r 1r IF IT le I , Y-a- OR Us" .48. -46 .as, -so IF 13, IF IF 13' IF IF Ir TY IF IF I, 1/2 1 e'-r on LESS IF IF IF IF 13• Ir Ir IS• 13, IF 13• IF i (B&6T 4 IF ,r 7r --IF IF 13• IF IF IF IF Ir 1, 1/2 1 (wrim" IF IF IF IF IF IF IF 13• l3• U• 1J• Ir x (+OM) 1]• 13• lr lr tr lr /r 13• 1r Ir 1r 11 1n x (TOP) ,r ,r 1r u• 13• u• u• u• ,r ,r ,r u• x (aoTroM) ,_3• ,r ,r , r , r , r T r , • 3 ,r ,r u 1112 / I (aonolq ,r IF tr IF IF IF IF 13• IF IF tr IF 3 Crop) 13'_ - IF IF IF I IF IF Ir IF IF Ir IF ,t In 3 ETOP) 12 Ilr 12 11216 1/4- .6 1/4• til 1 12 I/ - - 6 1/4. 6 1/4. 3 (601101) - 2 In N 1 e 1/4 a Ile 12 3/1 2 1/ - - a 1/ 4 1/4' 3 EMOTION) r r r r r or r a• a• 3• B' 17 'Ir4 (TOP) e• e 1 r r 6• 6 11r e• 7 11r, o- r r r 4 (TOP) r - e - a' - r - M' - r - r - r - 6• - - a' - - r - r - 4 (eOTlErq. IF IF IF 1r IF IF IF IF IF is, IF mr a (TOPI IT - IF Ir it IF IF IF IF Ir it 13' 11 iry s fr017 it IF IF IF IF IF IF IF IF IF IF 13 • (aoTW10 C") IF tr IF ,r IF 1r it 1r IF IF jr IF IF IF IF 13 IF IF IF Ir IF IF to IF IF IF ;Y +r r , IF 1r +r ,r IFi ,n • - - 4 1/4* t, e a 1 ,c f 1/4 4• 6 , e• a - s, 4• a 1 a 4 � �• {, a• - - - - °, r ° 1/4. a aon.•q /r a' Ir 10 In tY T ,r T 7 ,n a In tr 4 , 1 (LOP >w-V TO 14'-4• lr a Tr 1 ,3• a 1 IF a IM / 1 a + tr A I 1 >e,_a• 10 IF r IF ,3' IF • 1/2 IF t In 10 ,n 7 to IF r I (aorw IF 7 1/r IF IF 1r ,r IF it it" r IF a tp2• I (Wrrom) IF r tr ,s 1/ IF r U• T 7 1/2 3 1/2 IF 4 1n' 2 OOP) IF r IF IF Ir a /n• IF a 11r / Vir / 1/7• ,r t In• 2 (TOM 13' r IF IF IF 6 1/2 IF A ,n ,O 1 2 7 1n IF a 1n• 2 (Bottom) IF 7 I/r IF IF IF _ to' .1w it w' II• r it a In• 2 PETER,) IF r Ir 13' IF 1 1/2 tr 0 1/2 10 1/2 7 ,n 13• 0 tn' 3 (LOP) tr 7 1/2• IF Ir IF - IF 10• it, W IF a 1/r 3 (Tp') 12 i/2 ii I a 1/4• 11/4• rt In' 0 Ile - - I I/A' 4 1/4. 3 LMOTTOY) - - 12 ,n 2 1/2 ­6 1/4 6 1/4' 1 2 1/2'12 In - - a Ile / t/4' 3 (BOTiON) r r r 6 1/2• r 3 1/2' r 4' 4 ,/r r a 1/2• Y (TOP) i 1/2• Y r a• r - 4• B• 4' 4 In• 3 In• 6 1/2• r r S 1/r 7 T/r E°OTTOIQ r a• r 1' a In• - 7 i/r - 4 (MORON) Is* r IF I3- Ir 6 1/2' Ir / , o to 7 I/1• Ir r (TOP) IF a In• tr Ir lr to, 1r 10 1t' r IF • 1 E+a► Ir 7• tY 13' lr 1 Wr Is' / to 0 1/2 7 1/Y t3' ° In a (BDROY) Ir a tn' IF IF IJ' ,r TY 10' CY r IY a 1/r (eorloM) lr r ,3' T 7 I/r • t/r tS •try• (T0►) IF r IF IF tr I In' CJ' ° t/2' • 1/2' t 1/x' tr a ,n' • Do% / 1H' 6 1/4' B I/•• 6 1/4• 6 ,/.' 4 1 a• a MUTT» 6 I/a' • 11016 1/4' 1 1/4• - - - - a l a 6 1 e a SEE OW 11 FOR AM"M PM k SNCM MR MTAUAPOIS INTO WOW rIWR IR14MM • Wa41Y ANDIOR SNPLOS YID WMn OM OWPM ME IND"TED ON INS SC(DULE FOR E.D. LASS HW "WATm ON 204VM ROOM ANCHOR SPACW In WLRPLnO SMgO SHOWN ON SCHEDULE n THE MWeeO FACTORS- FOR THIS OPERATION 10 K POMIA". REDUCED SPACING OBTAINED USING FACTOR PIMA. WON K LESS THAN WIMUY VB 12 INDICATED FOR EACH ANCHOR TYPE ON T16 SC1(OAE ANCHN - vomR mum-= rAW 0 "'•PUM, aRNC�RLM CMR-II NNEIUM AA/OOR VAC1m (h.) 3 , 2 3 a 1/3• 3 In e.eelrlM O7aI 1-) 3 11/r r 3 A I/E• 3 I101MX, PAI -ROM_. > l f/r ! 1/3' 10 A ,/r Amw e)a nwmm FACION am ,• 0.,N - lle 1Aa - Ol, --- - 1.e1, 1 « SPACINGS ONLY VALID WAN SPACER ®IS USED. SEE TABLE #I FOR MAX. A.S.D. DESIGN LOWS k MAX. PANEL LENGTHS WHEN SPACER " IS USED. Tddl� !1e___ A.S.D. DESIGN LOUD MAAMUM PANEL LENGTH 40 PSF OR LESS 6-8• > 40 PSF 10 50 PSF 6'--2• > 50 PSF TO BO PSF 5'-10" A MAX. PANEL LENGTHS ARE. 0119 N VALID FOR INSTALLATIONS W/ SOLD SET ANCHORS k W/ ( SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE Non High V*Ioclty Hurricane Zone' t070 MTEM, 24 GAGE GALVANIZED STEEL STORM PANEL r,r, L E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. a' .n R'[Mv Nam aW 11 srat> 'PAAi F'-'m` . �J..o�n-iu''•'" .Ieee (MQ4 iM3, ru 114eaW.. 20- t 75 WALTER A Tun h_ pt. -- 4H•F . ale - -.. ANCHORS (SEE SECTIONS k ALIFJINAtIVES ON SHEERS 13, 14, 16 r R-1 A/13, R-2A/13, R-SA/14, R-1 B/13, R-29/13, R-38/14, r wA2. D.W( . '• 111-1AW/15, R-2AW/15. R-3AW/16. te-+ew/1s R-2BW/I5. R-3BW/16. I• --T 30010 — - - _ I L� O O O O O ,A DAM.�3 1 �wRL REGULAR S PAEAN 4-0-20.1• SS, BOLTS Wft 1 (USE FOR PANEL LENGTH OVER 7'-°, ' ! I � - LIFE SAFETYI --_�_ -.•I i-. •.-� __I i f __..L... M .___.__�. •_.1 ._.. BOLAAT I -Su 'T __. DON O LIFE PANEL BOTTOM CORNERS _- T� .- r-.1��.. _ ) O _ _.I _._... .I L/2 T.' YAE PMEL LENGTH B'-S' 0 .40.0. -40.0 p.d. (W/ OVERJ•P WD PANEL LENGTH WIT) 1 71-4' 0 .50.0. -54.0 P.N.1 (W/0 OY[RIAP YO PANEL LENGTH BOLT) _L MIN. PANEL LI]CTH LaC 2AT A AT AL Mo1NreNcs L/7 P i _OyERMp--OVEAIAP Or O DUNG NUT AT E iI. WM NUT AT I ,ili LEFT PANEL R09 PANEL r 1' INSTALLATIONS ONLY VALID FOR 'WAND I• MIN. R-1A/13. R-2A/13, R-3A/14, R-19/13. *-29/13, R-30/14, 1' Nall, SPEED UP TO 170 m0 R-TAW/15. R-2AW/NISI R-SAW/18. R-1HW/NISI R-20W/15, 11-38IW/16. - ANCHORS (SEE SECTIONS k ALTDINATIAS ON SHEETS 11 14, ,a 8111}- _..._.....---__._ Ile MAX GAP LIFE SAFETY STORM PANEL Ct� ELEVATION (t) -" T SCALE 1/4•.1- ..�„EG" 2.667' �R[OIRM LML STORY PANEL ("k msfl t -1 Ow WLLM a1O11M PANEL iivsr MDR. 6w SVL L1C�{ ' , i9 -=h - -<'_¢ .faaccFl_a. lfv] s TF � LIFE SAF PANEL $ : # s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ,P'• �' Q• won nrzW .0 r}. EXTERIORNG\a4� 24 GAGE GALVANIZED STEEL STORM PANEL qD,,,,,,� ._ �71�EGLOBAL PROTECTION PRODUCTS, LLC. D.TE SECTION A -A raA :�a .DIY aim 6« 51ANNSINTT SLUE ,/4'.,• r.,. A, _1w, "6r11 2 Ax I 20-17s Isj'. FIIa(. In.He.-Tsae, f4a Iwa14.R-enl CA-DODeT,N-'11 W-•L-• aEMIRO 4. 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I Iw-- SLPARATION- 1 11- SEPARATIOlit— I a TO I \:/ V Ln cuss, 1 i i• �I� .", i 7)+ i TO GLASS 3 + it r •rs ' i -, 1/4.6 TAPCON -t _..J4•e 'iWONd1 0 r O.C. ` TAPCON A14CIOR 0 r O.C. 10 _ jj,. - I/. i TN'CON 1- 4' *(X& ANCHOR 0 1. O.0 PLAT( are• ', tintio REO W/ am .., STAIN= W/ WUD i I NEouWD 1 4Y tAMOM ANcNa 0 r Olt. rite. w MAtlEOLNKD WOW ROURfD ALTERNATIVEALIERM R-LBW LIFE SAFETY PANEL eL �� I�LIFIitlATlllE O LIFE B Zfl1K SAFETY PANEL WALL MOUNTINGS SCALE 3/e-1 N,,,,HFUN, 4N00rL(I A Tf([/l4ti ,ti WALL MOUNTINGS sG I s/e=, ✓ z + �'CEN S ''''% s d 3• FLORIDA BUILDING CODE Non High Velocity Hurricane Zone), NOTES- I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN _ '0. 44167 i ' * _ wo3a 11R0' .c_ 24 GAGE GALVANIZED STEEL STORM PANEL OA-r�,'N PRESSURE RATINGS (P...I)) AND PANEL LENGTHS AS PFR ELEVATION ON SHEET 12. .. - - : # •o'•. STATE 0� ; ._ % 1 L E C O INo. 01 wn� GLOBAL PROTECTION PRODUCTS, LLC- 2 FOR NEW WOOD FRAME CONSTRUCTION, WOOD 9 '.• F R'"'• d rI . 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PER SCHEOIAE BELOW APPLICABLE RI k �, UAXAAIY PANil LENGH 4• (A) bWDDN SOLID -SET PNNELMITE FEMALE ID PANEIAM PLUS LVY'C-NAAN CALX-N TAPCON SOUD-SEE PANEIANTE FEMALE PNIEL)IATE PLUS 7AM•C-NAWN CAL7(-N A ro Oall�[ jk m ro Ot!!aR KO.�ATT[ m COIoatC ro ro ro FE TO m A I>Dt.B74a,ON OF INKY >.a14 -Ie To 474 -7e ,3• „• ,s • 13'r IF +3• +3• u• ,r IY - 12• t ,°• , e'-r 0R Lm -7L -76 .11A-Ilea • 13'n a• ,r to ,_ ts• e , IF ton 7 , t s /x IF 4 1 _ , OR LL3S IF it* 13,13• IJ• IF IF . _ - IF 12- Ir lo• I G;sTTDM) 13' 6 1/2• IF IF 13• 1 IF r tW 7 1/2' IF r I (eonolf) ,r 1+• IF 13• IF it Ir 1Y 1D• 1r IF IV 2 MIF) IF r Ir +0 ,- IF ° I/!• IF c 1/2• 7 fn' a In' 13• 4 1/x• ! (+OP) IF ,1• IF IF IF IF I!• tr 1r Ir lr to' 2 (Borrow) IF r IF Is, IF / tn• IF a 1/r is t/e 7 ,n• 13' 6 1/2' 2 (90170M) IF 1r IF IF IF IF IF IF IF it, ,r IV 3 IF 7' Wtr IF 11,/r IF / 1/r 10 , 7 In' IF r 3 Cw) 2 11r IOC 1/2. i 1/4- a t 4' 12, Is I/ - - e Ile1 1/0 3 (BORON) it mr 12, • 1/r 6 T r 2 Tn 6 1/a• - - ° Ip' 6 1%••) (kirlui r e a• r e r 6' s 11r r a• a' 4 1/r (TOR) Y r r e'1/2• r 3 1/r r 4• 4 I/2• r a 11r 21/2. 4 (�i a• ,3= - r - e• /` r 6• - r - 4 IeoTmIF) e• - 6 1/2 - e' - Ir - _ ° tn' - r_. _- (BortOY_) IF _-_ tr IF IF 1F ,s• I IF to, S mm tr ■ 11r IF it IF r IF r to- 7 i ,3' 6• a (T(T( d) ,t' it ^,r IF IF IF IF IF 1r ",r 15• Ir a mmmm) IF r IF IF IF 1 In• IF t I/r 0 1 7 1/r IF e=_. a (NWMM) Ir /1• IF IF IF it tr 1r IF ,r 13• 10' a (top) IF °• ,]• 10 , 1r . I/Y ,r 1 ,/r 7 In• a 1n• 13• 4 ,n• 6 (ioii - - 6 1 4• a , 4• 0 , 4• A 1 4• - - - - / 14' 6 1/4• 6 ») - - / 1/4' t 1/4* a 1 4• 6 1 e 6 / 4' 6 1 4' - - 0 Ile 6 1/4. 6 (tact IF 7 fn i3' tr lr lr t tr 1,' a' Tr a t ! , • TD r-o it 3' 13• t , , 6 1 Ir 6 t 7 ,n• 5 1 Ir • iry , » -r IF 7 I IF 13' Ir ,s ,n IF f) 1/2"11 1 6' IF r t (aDftOm) IF s 1/r IF IF IF 1• IF r IV 7 1/2' IOC• r , (BORON) is, 7 1/rIF 13, IF IV IF Ir 1,, r 13' a 1/2• 2 (1w) IF e• IF o ,n IF a 11r Ir s ,/r 7 1/2' a 1/Y Ir 4 try• 2 fro►) Ir 7 try•IF ,r IF to ,n 13• l0 1/2 11 , r IF r 2 (eOT� ,r r IF 1r IF / 1/r IF t 1/r 0 1/2' 7 1/7• IF 4 in• 2 (6oTTOM) 1.3• 7 I/6• fr 13• D I/2 IJ' 10 1n „ 1n t• i!• r ; (70P) ,Y T ,r t3• 1Y t 1/r Ir s 1n'10 ,n 7 ln• 13• r 3 (FOP)- - 2 1/ t i 4• / e 1 /4' 2 1/Y• 6 1/4' - - a 1/4 t i%I• 3 (IOTIpI) _- 2 1/Y A 1 e 1/4. 1 1/•' t I/Y / I/4 _- ° 1/P 6 1/4' 3 (aOT,DY) r 7 I/r 4' -a• 4 I/r e' 3 I/2• r 3• 4 CW) r r r a In' Y 3 1/r r 4- 4 1/r r 6 I • r a 6' r (eDITI>•I) r a Ile - a' - r - a 1n• - r - 4 (eoTlall ,r 7 Try• IF 1r 1]' 10 1/Y 13• 10 1 1 , a• IY Y (TOP) 13• 6 1n• I3• 1r Ir e' 13• r tr 7 , q' B' 0'oP) IF 7 1/r IF 1r +]' 10 In IF to to , I/2 r IF Y a (e0TT01A) IF r IF 13• IF 1 1/21 Ir 1 wr to ,/2. 7 tlr IF 6' 6 (BOTOM) 1r 7 , 1r 13• 13• +0 1n tr /0 1/ , , r 13• 7• / OOP) 13' a• /r Ir a t/r it 6 1n• 7 1/Y• S 1/r tr • +/3' I 6 7/I' 6 I 4' 1 1/4• 6 1 P - - a I rat 4• a (aoTL» - - 6 1/4- • 11r 6 T r a 1 .• - - a 1/4- 4 1 4. 6 « SEE SHUT I I rw ANCHORS TYBE R SMCUq TOR *pkLATIONS N10 em "As ILILOW • If«MW NNLNXt 4ACF*Qd NO MINIM LIAC DISTANCE AY wXGTID ON DAB 1I1041111AC NO LD 17SS IMANt NOrGWD ON SCHEDULE NONCE AN04M SPRING In MATRLW,r. VAST ban ON SCNEDUE n M N UCRRO r14TDIIS FOR I,4, 014WTION TD N PORMIL Wl Lim S.A[NG OBTAINED NNG FACTOR SNAU W K LESS THIN UWAW SPAC" I DI AI;O f0N EACH UIGHUR I1PL SO,CORL ON INSANCHOR TYPE tArmM WAaan- ,t.4,IMrt PAHe,rK,t 2RMa-IB,Y ome-N MNeAAf AWCIIOR SPACMO (R) 3 I/7` , IA "U"Um"m (IA) - _......_.. 31/r J 1 ,/A ! 1/Y DInAXUP.e.I a>Iow, •RIW l A ,n' � 1/a• ACIUL TOE DNWIGS ED. ACTOR « SPACINGS ONLY VALID WHEN SPACER IS USED, SEE T 'i FOR MAX. A.S.D. DESIGN LOADS le MAX."WHEN SPACERSUSED. ies•E.1i e A.B.D. DOM LOAD MAXIMUM PANEL 11t6GTH 40 P5c OR LESS 6•-B• > 40 PSF TO 50 PSF V-2' > 50 PSF TO 60 PSF W-70- A MAX. PANEL LENGTHS ARE ONQ VALID FOR OWALLAT04 A,U'uHItN,N W/ SOLIO SET MCHORS III: W/ SPACER AT 12 1/2• D.C. ""'IcR A: Tr(l �' l •p ,,1L(,•rI�,P FLORIDA BUILDING CODE Non 10 h Velocity Hu ricone Zon, 4167=01A'aO' •Na 24 GAGE GALVANIZED STEEL STORM PANEL r.•. DRAWN n. * : * TE OE r- r I L E C O INS GLOBAL PROTECTION PRODUCTS. LLC. 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I t• I It ( 1 _ II - M- }EPANA;ION - 41-SYY I ERN7EtFyl TO BASS I I 1/.Y-AI• f.XIST,NQ JI lu.OLn R�l CLASS d Ass �.- rGM N V A " �Y.. _ In, a wl EXISTING -,It ''E cuss ..� ••�� ROC 1S0 MJ6/ ' OCASS a iN!► po i aF S0.n R II M1K FooeN4MYa I I1ar2-KNAL.4') II <•' 1 N.._ R�imet Y-h II II IT IT MI,, II ,' Yln, 1 1 I l' MUK I PANCL LENCIH ' ( I ON sHCFi t7) I ISLE MEET 12) 1 R i n B i• MAX. HIIICL LENGI,H 1 '..I >S E I ( LEVATON I ON SHEET tt) 6 a i . _.- F -- - l' Y1n I 1 'EL MAX. LENGTH n PANEL - (SEA ELEVATION p ON SHEET t2) I I A 1• MAX. j e' PANEL lENC1H I SEE ELEVATIOR I __ r ON SHEET 121 '- II --SEPAL II 10 GlA3a, t II 1 I ; - I B- SEPARATION 1 O TO CLASS, II n j /i// f5rtj' i L/2 1 E.O(� e E.D.• j • � j I I s, 4 A A 1/4-e TAPCON�J t 1/4 '0 TAPCON� ANCHOR 0 r O.C. ANCHOR 0 e- 0C EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE Of' CONCRETE BLOCK REWIRED. CONCRETE BLOCK REQUIRED SECTION R-1B O LAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/3-I- SEE SHEETS 15 k 14 FDA ANCHO" AYd1N1 111E _ 1/4'M IM a SPACING FOR INSTALLATIONS WM RANDOM two" AICNM OPIUM OL) 3 WOOD FOUR BUILDINGS MNIMW ARCNDR SPACINGS MO MINRAKI •Rw111 _ O.nWR. PAJ 3 'MI DISTANCE ARE NOGTED OR MM SCHEDVLL FOR LD. LEES n+M eXTM ON SCHEDULE REDUCE AICMM SPAC.4G 4n 0.1 a-~w M. AffiRLMONCE SW I In MVLIIKIW 71A .G SHOWN ON SCHEDUUE byTNI FOUDWNG FACTORS roR THIS OPERATION To WE PD= L RLDVCED SPACNO OSTNRED USING rwmp S.WS NO, K LESS TWIN n)w MwKRIM SPICING 'ROMAtm FOR EACR AH GMR TYPE ON TRIS SCN:OUIL --•-•--. _ _.._.._ l 1 L/7 1 1 � LD• 1 E.0.4' - 1 1 EO jiiF E 1 0.-. EO' �f�4y_.2_R.y/1p_..., aan R Tut Ili can M�(3 ev1/T oc 1/4.4 TAPCON 1/.•0 TAPCON ANCHOR O r O.0 ANCHOR O 6' OC. CxrsnwG POLMCD CONCRETE OR EXIST04G POURED CONCRETE OR O REGULAR ANELS CONCRETE BLOCK REQURED O SECTION R-22 LIFE SAFETY CONCRETE BLOCK Pfoulitm PANEL -••MNIRFI/NFIr WALL MOUNTINGS SCALE 3/6-1- N0.44167167 FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zone) 1STATE OF 7 woao n+roa 24 GAGE GALVANIZED STEEL STORM PANEL1. r - ssr[OR GLOBAL PROTECTION PRODUCTS, LLC. %••... IL ECOIN�. ..00>.,,tnFaT ONAL yG3p12� s os NW --- N1. / nw uWi.•�.e'r• '•r►WMEWIe u,'- oa,w NHorO fexMa i .. IA�x•.f 1.1.leeo-.,R, 20- 1 75 "Ooof11 rr000eiw °•'•••D PALEA/rwW1RC/Mn RALTM A uAft i, B[ Y 1 INSTALLATION DETAILS INTO WOOD FOR UEE SAFETY STRUCTURES PANEL (1) I _ WOOp Hm. l REQUIRED �J'L HEADER OIARFD 1/ 4Y tAPCON Ai+CHOR a •• ot, 1//4'1 Tr,PCOn _ANIIOR • e• a.c. r i(J t - 4J 1.14' + r 1 I �inssNG-a" I v4'rAn. " J aitw s vier, It wx 11 IL -=' - a• PANELUN01N PANEL. LENGTH fu 1 (SCE ELLVATON a (SEE ELEVATION 1 ON SHEET 12) :-- ON SNEEI 12) O Wa ; I__PARATA . I o GLASSSN II I n V7 u � .t1r It 61llei. s '';" ♦ s w as 10. � I • t® °G 1 2•.4 WOOD PLATE 1 RFVUIRED .C PLATE REO r ANESMTF PLUS"14y0puE/2LsD 0 12 1/2' O.0 ) J 11TERNATIYE _REGULAR PSdE ALTERNATIVE R-38W O LIFE SAFETY PANEL WALL MOUNTINGS .HHHRHHIr.NH, A TIC(/1.0• SCAM 3/6-1• �rcP ✓ 4 ,Tl`�'VCEN�r'•9 i 44167 - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone LG1F5 * * .2= ItTIM Nc ONLY VAUD FOR MAX. A.S.D. STATE ::Q 14 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE DESIGN PRESSURE RATINGS (p.4.1) AND PANEI. W ---. 1 •�O�' 1,10A jE=' I L E CIL CIABAI PROTECTION PRODUCTS. LLC. ` p1m/7°'0 T PER ELEVATION ON SHEET 1 LENGTHS AS E EE7 1 - rrrz 2. FOR NEW w000 FRAME CONSTRUCTION WOOD SrONAI F•�-,..�ti' / TM rT fE•n�.o 4 ["° 1r IY >• RIeW a4m xW. el sr,en 44AwA ONE. n. 353+. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC •N1fuRM1.AM % / H. Nasal rya. uM .ION n1-' rt1•NL O5,)EN-Ts.n, rN1«.Tw-a>v 20-175 DENSITY OF 0.55 OR EQUAL AL 1RAl/!L>Mlle[/OLTC G- me 1'r RALrEA A lug e- •TAW- •+ -• 4 rc -_ OREI N+ i D"-01Q "'_ 'e or u O Q� cn Cu ] O U >` Q Q_ O 0 O C i� co U -0 n- Cn Q- Q) CIS U Ca -0 Cn � C C 0 CU O O LL O (U � _ >` 0 O CIO O 0_ ^� U) Q E z z w J C=) 1� C'V O C7 C2 W o .c c C TO V N m U_ •o x IOC cz R- Ch N OB x 3 = a3 d CL.= C C3 Cm NBC C7 •_ cx :° 3 3 co N a7 i7 'co a to CL C = N O a AJ CD W O _0 a- W � laaalat•� W L1J Z z J IZ SHEET NO. SH 1.4 EZ1/18, EZ i W/ 18 APluloa5 .. -. - -. _ .. (Ri SECTION Qt � ALTOaM1RlE Q11/ OM SHIRT fa)-'-_____.-._..___._.___- oOR. '-i3' 1E•A.-- IMR •OCM won2) 7Y.•}t 'LINOS P) 1' fan., T/}' O O O O O O O O I O1 1 O. E� (E DD PANEL) NOTES 2. 21, 4 (1NTERgR PANEL) (INTERIOR PANEL) TL s Ht.HM111 APLA FL --T-T--T r l oc '1. (ItEn" PANEL) PANEL) 1 1 MAX' SEE NOTES 2, 3, 4 e'-oEL LEN 1_ w.a P.a.r MAX JJ_L JJ-LLJJIILJJ_L�:' J1LLJ 1±LJJILLJJ_LJ.JJJ LJJ_L1JJ 1 .r t' I min. GA. � min. �. L :�E 111••ll]]^1f31YY 1' � 3 AS gEG710N will i ALTERNAtIERNAMM Qtw ON SNCC, ,B) - ----'--- Ezt/,B, EZIW/IB TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL d)SYSTEM (f ) V, l%J * LAST PµELO TO BE INSTALLED AT EACH OPENING SMALL ALWAYS OF PROVIDED W REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INST ED FROM INSIDE OF STRUCTURE tING WOE _ZgpD: E-Z HANG STORM PANEL SYSTEM IS + Coot. TRACKS TOP Sr BOTTOM. (i)• PANELSEND ECTED TO HOtIOM IRAGN OTHERWISEA STOP BAR (1) SHALL BESHALL ALWqS BE PROVIDED AT TOP OFF SUCH PANELS. (3). R FIND PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHAD. CONSIST OF 1/4'e-20.3/4" M.S. W/ 7/6'e0/37' WING NO OR 1/4'ex3/4" NIA. THUMBSCREW INTO TAPPED BOTTOM tRACN. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL. (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I,•. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWC PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION OF PANELS /0 BOTTON K MAY OCCUR AT µY PµEI LOCATION t INSIALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 re.0m. SECTION A -A Y lNllaTA !il My� SCALE 3/3r•1" EA , ujj'�tE _ ! 44187 Wass Anm. ME -- IL E C O q $foal o y� 2DRIU*.• v INc Tom • N a cc ..: w s rr• •AAwL i() •••• rlr T11f(MII EnnnNl ` wALmn A ISu"7 1 I i IV ENGINEERING ENE3INEERINr3 EXPRESS* PRODUCT EVALUATION REPORT September 15. 2020 Application Number jZ86g.1 - R2 EX Project Number 20-315,43 Product Manufacturer All American Shatters and Glass Manufacturer Address 1540 Donna Road West Patm Beach FL 13409 Product Name & Description- 24ga Galvanized Steel Storm Panels Large Missile Impact Resiatant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Prolasslonal Regulation (Florida Building Commission) Rule Chapter 61 G20-3 DOS. F A C , for statewide acceptance per Method I (d) The product noted above has been tested and/or evaluated As summarized herein to show compliance with the Floods Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing a20-31543 DUed'24ga Galvanized Steel Storm Panels (HVHZ & Non+IVHZ)'. sheets 1-5. prepared by Engineering Express. signed & sealed by Frank Bennafdo P E Is an Integral part of this Evaluation Report . TEST REPORTS Unit,, in static structural performance has been Iogied in accordance with TAS 202 test standards per test report(s) OBT-ASG-17-001 by Blackwatei Testing Inc Large Ie ralle Impact resistance and cyclic leading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) OBT ASG 17-001 by Bfackw/ter Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evahlale the product based on comparative and/or rational analysis t0 qualify the following design collme 1 Maximum Allowable Spans 2 Minimum ANowable Spare 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12" AVENVE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMOEMGINE EAIN GE%PREsS.CON ENGINSf AINGENPRFSS.COM :lfss yam•: Ha •:4A1 F ".40";y J!.l '.Y Mn• T u•rr' 71 I I" �I4 V 1 a' 1 - IY• � rwW'nA Isrr t aY-11 µ WU1�'yT �tr 011 ,Airrul 1i �iSTN.0 C _Ms1l'J.+ Al 13 HlaK N r ,_I ry6 W � CS11 1 � HP.Nri Ir IwNA•. r 1 v,r . X L711L •311� Ica A- Y Y.I MoIWJ;'y.'L4• ' ELL IF E.r �A1 V A7 l 1 _ .v 'r I1cIW u WALL 06U10B3CTION �Uuty.. Nu•: t N M V cc. eP 24 GAGE GALVANIZED STEEL STORM PANEL",•, .ORAL PROTECTION PRODUCTS, LLC. 0,/27lzsa Aan' .a6D 5 • s, STRIPEY 20-175 OM. FL A"" Rra7NL (•S,MeE-75at rAP'. IwNGP-rn] (=N!^iNEFFIING All ,\mcrican Sht lei. and Gloss -'4ga Gal%anized Stec9 Stunn Panels No 33% increase in allowatie stress has been used In the design of this product Separation from glazing Is not required for Installations outside of wind zone 4 and essential facddles Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously ASled lost,oport(s), and is accounted (of In the engineering design of this product Wind Load Resistance This product ties been designed t0 resist wind loads as indicated in the span schedule($) Do the Iespective Product Evaluation Document (i e. ongmeafing drawing). installation This product shall be Installed III strict compliance with Its respective Product Evaluation Document (I e engineering drawing) along with all components noted therein. Product components shall he of the material specified In that product s respective Product EvaluaUnn Document (I.a engineering drawing) Limitations & Conditions of Use: Use of this product SPIa11 be in sUlct accordance with the respective Product Evaluation Document (i a engineenrg drawing) as noted herein r I r 'hall M! of o material All supporting host slructurea shell b0 designed 10 rasiat all Superimposed loads and b listed in this product's lespective anchor schedule. Host structure conditions which are not accounted Ton in (Ills product's respective anchor schedule shelf be designed to on a site -specific basis by a registered professional engineer All components which ere permanently Installed shah be protected against corrosion. contamination and other such damage at all times This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank Bennardo,PE ENGINEERING EXPRESS10 tiPF4046S49 I Cert Audi 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLOAJDA 33442 (954) 354-0660 1(866)396.9999 TEAMOENGINEERINGE%IR155.COM E NGIN....NGE APR E SS. COM `' ncci AMJ•e.�ei . ynv. vl • 7 IHr+� v R % S �L 1 o:a rlcLM„ 1 iW r D T. .iL :S•71 F woC.:tlY6' V. F', 01IYl4Ta aY..�.,FP1 , •H U,1 FY /1CCILMG/R000. NOUM Xr.TION 'A AN If-1 lxA In I^.•,M n ri' t 4 5fi I six:, u•M:,•r xw `f1 SallaEtaLE , #:Time. u�'11LP' C sAnli kN„i rP':.y„� ('(sLL / Wna� � YII`�b lx•-'HIV' A (N' ' @_�TWrIRIIODJ•ROITDM CLOSURE D=rAB.- - - Tr�P•s r•<' .IYnar-.�• .rat. /,+l r. 11INWUIx,Awx,e I. a.nrlN,- f �a ors g N r "r I �w Wn i ' �s �w - kA v.. .i aid « w> - SS < 1' a D i 6 c a A ti9 tll F E VI rc w w p@ Fyy' 0 41 N ❑ 0. W:. Ill 0 Z 7.4L1V1 ixhA W C AA is k O IIIYl1:, Flob• NIA4w•V^. tot- r• is � N � tSr Lu W a p� Wc R R IAIYAMA KUa U `WL41Ji1N J L�£��£YI � �epr R �b,vlG I; ec �a I� R, I KN r. m E a mY3LA PL T 20143 Pi INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL J. INTO QQSI�ED�O REI E�9.N �Q�K AND WOOD STRUCTURES EXISTING. POURED CONCRETE VfY TIPDON BLOCK cOPCRI rl. tlLUCx ANtlIOR . 1r O.C. v I v 7f67• TRY AFRO I& 1/4'0 tAPCON i -. tAt" 1.]l ItAD TEIt Wf10D N7ADER t ANCHOR • 12' O,C ^ am ��4• f110Y RC AN,RCG J P room _ . 1. /4) �. V 1 1 /4^P-1WI,• A I H sS Six. w E r 1 it •Ol3 •,�c�p R 1 • • 1/a' pC r11 -a t 1/P• a FA UFNK II 1. 1 f/T E17 rER RYa. I itAideE it- SfPAAA.-I/19•. EX ISIM¢q TO GIA45, I ALUMMLAI fnM I U15nNG_�a� TISF'1 I POP GS/b'i 'll I ' C1A55 a RNE7 8 i 1. am t At n GAfl MAX p A - ._. 1 PANCL LENGTH ! i ERN'1S1R B-"`-'-'_1 PANCL 4LNGnl ! a I d ua I l M t Mn. 1 1 a 4ti-PO.1' � 1 __ SOfI TO0 GLASS 1 -O -I 10 uASS. 1 or 1' R i 1/4TMO*0- 0,2' t>o 1' � Q � Lb ' 1•L _ I/4'/ TAPCON ANCHOR i �... • 12' D.D. �•• Ijj _ 7•" WOOD 1/410 1APCON r4 ptKnNO POURED ANCN,M • 12' O.C. .- CDNCRITE pI, 1- I ^Utt CONCRETE BLOM ✓! REQUIRED REDURIFD, WALL MOUNTING WALL MOUNTING SECTION EZt ALT�ATM EZ1W SCAtC 3/8-1- SCALE 3/8.1" „ln,l,llllrrrN 4 GEN 9 �= YSF �•� FLORIDA BUILDING CODE Non High Velocity Hurrloans Zone) 11(S O MIN. PANEL LENGTH = 0, 441 R]om *an[w Pc r r * 24 CAGE GALVANIZED STEEL STORM PANELn/ aI11�. m 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SMALL BE 2'-6 z.k' III PRESSURE RATING +/- 40.0 SO. µD B'-0" MA% , STATE OF-- GLOBAL PROTECTION PRODUCTS, LLy, p1/17/1a], PANEL LENGTH. sy" •._ ,- I L E C O I O C in F �' Yeoo sA. a, nArrr, 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD ., lOR1U iZP Ns • 4NM�,AcCOYI� ��F' pwr. IL 3 I. • r u": MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Wf " V- Rr.alr� -»e�,--.tat a• u, nva (ADYu•,->e.n. rAE (..I- MY 20-175 S pIMAMN, r EOUAL. it DENSITY OF 0.55 OR F Ner 1],r1111aN1 H/SNwAIUr(/MR il." , N ,r,aT A WWKN C WREi .e O IE MANE6FEINAADri IE 1 PClerO 9Gr 91e1 ALL AMERICAN SHUTTERS AND GLASS inli LY E�- MAXIMUM ALLOWABLE Ft.,* DESIGN PRESSURES: 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) Yf - AS NOTED IN DESIGN DESIGN NOTES: SCHEDULE$ Sp WIDTH UNUMITED P09171VE AND NEGATIVE DESIGN PRESSURE CALC II(p11D FOR USE WITIi THtS SYSTEM SMALL BE DETERMINED GER n i C n '� (PEAP. TO PANELSPAN) 9GEOPyyAI�'Sry71 ENGINEEEfRpp7pRNIFGgO�IN ACCOpRULIAI'ICE 1NIgTMpSTFE i�� lyi TOP MOUNT (CON 7vP, DETERMI�1NDACC,OROAN& WITH ASN 7TAND CHAPTER o� _ TYPE AS 1REQ'D1 gEC710N5 1609 pF THE FIOAJDA BU1LD7nnG COVE SHALL BE LEB6 THAN OREp UAL 7D THE P_- F CR NEGATNE DESIGN Ica ~< OF7IOP14l /.^-10 STITCH 5ULITH WASHERED T5 W 'RESgUA' CAPACIf VALUES LISTED HEREIN FOA ANY ASSFMBI.Y AS SHCAVN, III WINGNurS FASTE® N6 I n-, f 1 OVERLAPS®NUMPAN(USE GENERAL NOTES: APPROPRIATE 5Pµ TABLE) i m R gg "( j a 9 1. TNL, 9lECTflCAT10MEM�AR BEEN DET.SIGN®AND 6HALLUB'E FAWB0.lCATlO IN F HEOfL011ADYE•EOF TEA w kk rl ' PLAN vfE SEVENTHD6CDITION raDRR7R UGETENG100AND THE NN4y lD2 CONTRACTOR SMALL INVESTIGATE 'd0 1 UI IE( AN201, 202 AND Tt$r PROTOCOIS. 0 CONFORMTO ALL LOCAL BUILDING CODE AXSNOM[N7S WHICH NAY LA 1 dr i M{ APPLY, DRBIBN BEYOND As STATED HEREIN NAY REQUSR! NALS 117CRIA ADD G. NO 33-t/3K� EASE INECIFICAALLOWABLE EGINEASES% HAS, GEEN USED iN'rNe > - Of610N OF THIS SY'STEN. 7. THE ARCHITECT/ENGINEER OF RECORD POR THE PROJECT i \ / SUN! IWCTIIRE W1TH WHICH THIS DeaI4N fl USEDSMALL BE AMPON5161f RDR THE INTIiGAlrY OF ALL SUPPO ATNG 6LAFACES TO THIS DESIGN WHICH SMALL aE COORDINATED aTTHE PEAMITrlhG CONTRAr TOR, U 0 _ sEPARATE StT�sPBC.R(c' SEALED ENGIhet,mia SHALL RE PEpU Ie o rn FROM DEPIlCTIONQ OR SPANS 101frP LID 2 P Q rs - ( ) BOTTOM MW.NT \ OROEWTO DMATF LDAD4 Ni31EtM. CANTACTTHIS EN OIHEE FOR ALTERNATE SPAN CAI.CUlATl0as A6 X m (CONN Type \ ( REO'D) \ MAY EF RROU1% me s R OTM6AIC AND 00� NOT DROVIDE P T@t SIM N ry a - - H r 160.391' A SINI IFIC FROM FOR A SPEE2f1C SITG FOR aRF CONDITIONS DR W p • 0, 375"' MAYBE AT T .,� a BOTTOM`S -- KKINT rHE COND[TIONa DErAttE➢HEREIN AL,(CEN9E06MGINEER OR REAIGTEREO T E CONDITIONS AREH[T{CT SH KLPREPARF 547E SP(:C.1FTC DOCUMENTS Fitt USE IN 'GOIIJN MIidh 1TM OCE 8. 0[SICN PRESSURYIE•'TMLS NCYfEDDUMNNTPRE7N ARF BASED ON MAXIMUM Tl4rE0 z l ry SSSS 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED Of A 2.5 SAFETY FACTOR. ! UN`Wl156SENOTEo 7pp.77ryry A FAS NTTEEgBB15N 7D RC ):'YD GRIAT ¢gUUV yg _" 011 j T TUT.'-- rOCATION VIA C(JRR081JON I. I t SS,ISTAHT MATERIAL AND SMALLCOMRLYIFTH"'iP[GIFTCgTIOR, FOR hlUMINUM STRUCTURCS'BEC7EON f.]RY TNC ALUM1n UN A6GOCIATION, TNC„ 6 ANY APPLCAaLE FEDERAL STATE, AND/OR LOCAL CODES. Q U' ,'•y a O rap MOUNT LIIYAN M FAME SMALLae24 .SR! 1.0.0 4" D Al16TOR t5 W 4 3 G 'STORM PANELS &NAIL CONFORM TO ASTM April SYRU UAWTY IY (CC1NN Tr (SPAN ABOVE AS ILEQ'0) SON) IL Kr I. STTEL, 009 GALVAHS7CD CGRTINa WfTM A x1HiNUM Pr•441 KGI� 10 ALL ALUMINUM EXTRUSIONS SHALL 85 43•TAAWMINUMALLOY. W �. _ UNLESS NOTED O1HERVYISE. UN I1 TOP a BOTTOM OEISE.6 SMOY/N MA7 BE MTERC MAYOCD AS TIRO COnaITION9 DICTATE. PANELS NAV SEnWNIED VERTIEALLY OR Q BOTTOM YN WIN '(GONNTY NORIZONTAL0 AS APPLICABLE. H t s A RE EMRM ED TO 1L CONCRETCANCRETE NLY.I TALL N 4 NON -CRACKED CONECOMM NDATIONS, ALL CONCRETE AMCMORb PER •Q -� 3e K < A5.pE0'D) }} 19IENDATTON9. 13, THE CONTINCFOR 18 RB9POF/GALF TO INSULATE OR PM1IJTEfT ALL 23, THE LIREAS CON TRACTOR (qyi Vl� �Bb�RUCTION < a NENBERS FROM MIN llAR MATERIAL6 Tit PREVENT PLlYf0.0LY91G 14, ENG,rI ",tFFtx ED HERETO VALIDATES STNUCTUR4L DBIBN A$ SHOWN ONLY. USE OF TM16 SPECIFICATION BY OOM7RACTIR, at. .1, B B a g A (LOCATION MAY VARY) NO[MNIAIeS L GAVE$ MARAll25S TM1S OHOtNCWE FDA ALL COST S DAMAGES �NCLUDIHO L6OAl MM L RAN" LATE RK RlbUIT&0 FROM NATMAL q P - Ili SC Z TOP MOUNT IVMMICM M CALLLED Mot aY LOCAL STATt, s YMIORAL COOM N AMICIN ON0 THAT EE 21 ICONN TYPE AS peQ•pI L ONMTi0n5 of THIS PUN. Is. CXClPT At EK►ALCSLY PAOVIrRD H0111N N0 ADOTT70NAL OFATIFICATION•J 0R AF IRMATTONS ARA INTOM�GO14. Al nOO[UNMn' 'E iE T ARE NOT PCRNTTTph AND DNIALIOATeT THIS CERTVII GTIOM ABELEEpp A M1M a4UM Of LABEL QQ R l�•! G LMeX { B❑iTOM MOUNT (COItlNSPANLOW t TIPPER AS AMIC) 11. PANELS SHALL BE PERMANENTLY WSTH (l) PCR !VERY 2.0 FEET CONTIONiNGTHF FOLLOYYINGINFORMATION! ALFL5 AAV. Ali SH VTpp77(LLERS AN D GLASS Re ,1 OBSTRUCTION) �T(�ALJG.' b'iITCM 1PWRr�O,)4' ' aMNAR � PANELS MAY BE NCJfCMED AS 0.EQ{1IRED. 2D BOLTS WIT WASHEREO K ? APPROVAL NVNNR PROVIDED THAT CONNECTIOX$ AND ANCHORS, ARE Ub):D WHICH SATISFY WING NUTS FASTENED O 20-31543 - SPANS ABOVE BELOW DESTRUCTION, OVOLLAPS O MIDSPAN (USE APPROPRIATE$PAN TABLE) VISIT ECALC.I01371643 ■ $`� VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ELEVATION Pit 1nCR r «eT W04NRxnA11•wT1AM•,4<PIYI••elawncm 4 ALLOWABLE PANEL SPAN &GLASS SEPARATION SCHEDULE: 29 GAUCd PAMMS PA P TIO LRPIaA IIAI STORM N[l SE ARA f ROM 4LASS N n L ESSENTIAL FAO1.1T1 ptIRO. NINE 2DIIF 4 RI I MAx•il� T- _ aNa4 AVOW AINE 1 I TAl 9GIIHTER M$3r 1101Es TEST NS U11ON FRES1LRIf SPAN llmu) TITAN 90'ADOVE GRADE IIIAN 90' ABOVE GRADE � Ali Air &APM__- I 2.161n 446111 �_ N•4a 13oDM 81161n 1"16M _ -i.16MP .Its _{ 190D M, 606. •1 sc I 1.IU.IIm 1, 06,n ;.i6M •7S 1(W 61n aORm 1.3SN PAN SCiitUULt NU I tb: DESIENT SPAN SCN WITH NEGATIVE TIVE GN CORD 8 PANELFASTEpER SPACING TO CETER..MINE MAXIMUM ALLOWABLE STORM PANE SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO N E DESIGN LOADS. 2 ' N 'P FASTENERS' 4R N 2 NCTIE STIRS USED 1 CONJUNCTION WITH ALL ANGLE. E MOUNTING EXTRUSIONS ("F^-TRACR. FASTENER ANGCIN ETC.). USE 6,25" O.C. PANEL D *U'-HEA SPACING TABLE VALUES FOR ALL •H"• µD'U'•H@ApEAb (INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 1 EN TEA SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO OFTERMINE MINIMUM ►LLOWAOU SEPARATION FROM THE OPENING TO Of PROTECTED_ 2, SCHEDULE 7S REQUIRED FOR USE WITN POStTtVV LOADS ONLY T T , NERWISE USE NOT H1HIGHERHIGHERINTERPOLATIONINTERPOLATION BETWEEN LOADS 15 ACCEPTABLE O OAD 7 FOR INSTALLATIONS OUTSIDE OF TYME HVH2 AND OUTSIDE OF ESSENTIAL CIL FAITIES IN &SIN WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT RC•QUIPFD AND N0 MINIMUM SEPARATION FROM THE PROTE[TED OPENING 15 R UIRED rMr Leal. A 1nENn MINIMUM ALLOWABLE SPAN SCHEDULE T - OP MOUNT r r B as n 4 'IE H.WIr A 22- 7r H.Ad6i 0' 0' 1 D I Jr 2r 25' 22" 2r (I" 2r 2r 2T a A v- HN.•« 0, o- 2r ] r 2 r 2r 0 2r 7r tvst exF MyL 27 ' 2' 3" Zr23" 3 1' 11' ID' 2T' 7m 11' 77' 5� kbW "F tr•cA 4' 74' 2 r 48. 40' 20' .c .4" 46' 77 sr i rerA lb" 1' 25" Sm 3r .• •� _ - ---- 9tW •x -' 7r iv Ze' - 3P n x rt m" i ar t M91rR 7A' 2r' zr 30" 40' lob 29' 4C 2r 44• 3P 57 b v Hsi D' IS" 2 r 2s zr r r 7 m - 'r T, 7 r' T4' 4' l(F BO" 2T 4a' sr ]m ap 28' 1 tr' ]a^ r• 241' 13 Sir" �, ry t ■ w9 z W i vt a I W d ❑ MI M UvtIW 6rAN6 ON Afro rM•,4AnpN pY MfNN,1.A 1 9MM 1UIWN raRE APr M UN lit f14T•p I/') PP rH 6 n e N / AYOVf AML MIT 'ONOITlONS Ai TOFW roTloM NCL 1YR(]T . YE 5 7 AN i,.05! 4m[ 1 AMI U) nfLyrrTAa# 4 T P tMAN n,Ar ,ON I. N04EPAAAIiW, PRpE, atA6.s IN vtOUlpfn w•rFN NWEI IPNnY hf; 11ACA E 147,IL J S,W I nN REQUIRED Ae �vE rtP to 1 tit t1D 1,00 1 W..EP W. C AlellOrsU 1r MUwnE IN rNNO #FROM. S$lei [L[HUAIrS API NOT Li U. 'APPRN eU 1y`T WWNT, 9 o"". IOH5 n-, 5"tl`F AAAnONFROM a1.CLASS,.Aa,. OM. r N.A 'r Q ggqrrr tARIl AE 12 5 AMA s 1•, rWI rN NA WnI.q/i 3nTC•1 Ibt,51 AND TAW .ANeIb, • bT. W ITH RANf. fASrEN[a5• T, kN 4IS O[. Q N,41N USN^ TY. DPnO TOP OR eOTnIM CI o5UAF3 WRA 1 •Ay/, S MAr ArAN l6 UN I 1WW, l l 11P •lI1 L 1 NU •M t:'WOm.' SnpWN IN 1H{$E DMWIMI., OERWNn rprR Pn l 1, u111G fan l 1NF J,r L NAL INTERIOR FASTENING DETAIL N.T.S. -� - IP4Nel IMATAUIL• irAilW INiMIW MJAFI)IT w $ \\ Q X' Pa . 1' 1'. SWIWM..Nl OR J I Nr -U - Du. Hire w N:Atw N N NUiA WIArd,ll0 WIMONIH IN I NrID! PK1 1 J Q v a'.1RS1'NKMNl 5tAfW WIrdMR • IOC U,r, 'T 4� L lEL -om.-Ak NarM, ,"vMIRI0 ApNKEN, ,"" AMhI ' -at ((j r IAtoVI,rPe AS lNROBi IIi 'LNN TYPE AG W D AT •5J i' PJYrprl nRNiMWaOH 20-31543 ealvat MNcNa•e Hau"uwuo: apulmNaEuTMCEDA PANEPl iYflZPlL 14L '' w000 AMANW, SelaNG TAME •IN7• ANK, ADWIM ILA (eY'd PANeo, OPTIONAL EGRESS PANEL DETAIL ' M iNTC�ING & �I 2.290° DA9e 2 990 22 ^w•ruux L. :. 2.2�". 0,750' p 1�i x i b P' ]uF u. r-0 $29, j9y51!---JIi � $ --L a ♦n Q N' Ia GA $$ Q O £ w. 0.094 g .094" ,�, T- 12d' TYP. TYP ET '� S. -0,7 O.ID94" N W2„ .09'i" F '"41 N T W n 185W t;930° n'O.D62" .p62^ O.D62 .373"� 1�.06a• � J. Ta(is' Loao" i:35 �I Zia, - --I 2 &, 0,0" W° 250" -4 2'0ori, J 2.D00" I-' rrP Ji ts:181` 11180" ,pv'fl• IENIER D•u` rWER �uILD-DUIy" MEMFA 4U'.� � PMI c10suRr �enm ANOLL �Q "`E�� 44 I 3. 380"MAX .117 0.3T8" 0.313, 0��1 ,. N�k�G •� -••l S6D` S10 is 1.S1 1.560 L r 0,366" rJg 0 4 D.179" I D.179•� 4D.��s` l L $ss � 4.�: 12.5DO"PANEL COVERAGE 0L I_14.875" PANEL LEN 'FTf-T Ica F's .SSO'OSD-a_0.0�` T�0090" �U Ito' .3DS' grY.tivu 0.215" 4.11 a0.133" !n �.1E0-d1T Y T11AEN �„Y iRAOR �^^��_ .......SIP' ,-..., 0.09f1"�C�+ ar' 1 o x aJ B31 im D 376' T'' NxAhE W� 5 .AA rYT VinN• a '^ri."` -' g-� LK Y d 1 I - DuucrloM rip' 7 tivPPy 71.:::Y 7yyrA Ip>f f I+:r A!a In nwilL R.i /'.I'NYE - 1RACX tuTEN0E0) AL, R V N: = 8 , d v'DO'n'LIJ'-V:.[ U4CAT0 1 1A00" _ I. MI,7 N, •I, Ip,"1au r%T ]y, ,l/1 OVERLAP 4" MAX. /,.�\ Cpa1ER C10N1PF DFTALL i ��•2S" MAX. r v V O.1BB"T m: MAX, �`�^Y/y/��il-.•tirc:ui.onvA:: nde O-'rOWlLLM riIMIIIlATYI IrL'r 66).1"a1 ..rm,T�1 ,.• Yv.RaFArYtF' 1, "x•mtlT1«"11"ri,iYE••. MmG' Yr 14"MAU, Elf W -0 -AUMAn OUT =-IANce o C WI A 'a W rnrr me ,•Pplr J V PY1112r RIY Ar" -..: ooC' _J -1a.I�rr:¢ae N•rA• A,A ?hE Q r..�,,.; -r•+Ik•GA. Act=- uvU EMBED Ip'/114 de1A'G:I a 'peE+l�1 =r Se6,lid-�:R PaIxAN.•r0• MI, rJ 11 8E f OVERLAP uw. 3927 ERW ( /,'-�'AIAlwE.: 4•. MAN nu a1N1131.00114MU yp.gly 6 '2s• MAX. TEJ Nr.E •,l 1.5D(r d w1x1►1AT WMMI.T« N' ,r .: MIN nit Yoe \\ lIi'.9 W. a:'I•dI ! g [ G •yt :vhyu a E14 1.500' LJk Mi ur MAlt 1U,1 C�� rwA-RA•PY4 i'fYx 4" MAX MIN. a u•SrIY WI N n'.rT] wN-•' Y SI L•'ear•M /Lhl IlYrA•P A.EJOwT/:••]N••YA AN, ♦^, �: n' 1,✓Al ORE 0 RE UPjal,___. � . K.IP+.; ira,= FT,HPI.IIN^r^f(I�TY--• � 6' �( pE ii /1TMP Ma1NT CW6UW OGtAt ,r rnr.. a I,1} A P., - 7b 7 N.T.I. ■�^ IS H .. ] o hEl E p]nAlNl-.1-ram 20-31543 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS O 12 5" O C. 2.5" EDRIGEDESTA14CP j ]� MAX A`A f fUlCl,aa' nlGtl/aY PM AN UP TO 6'-0' 1 SPAN UP TO Ir-rOMAN, UP, SO 10-10' IDIOM nIP! C1 C2 C3 CA C N Tyre CI C2 C C4 cows TYR 0 C2 CS c4 M. I've dOm L' DIWARTULT0#011 41 . 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S' ]i.1' 4.7" .0 6.25 12.3 4•r' 4,U" IYODO Aesiust 40 1 -s' fA, 53" 4.7" i. tf 321' 4.7" ID" 6t3 4.r AO Jr r6i�W 62 62T' 32.3" 47" 9.0" 6.T3" 121" 4I" ♦l]" 6.2T' "-I 12_]" T EE'�NA 12 ANCHOR NOTES: F l ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS (}ATI LED HERE IN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE IE ANCHOR SPACING, MAXIMUM ALLOWABLE &*A$ AND PRESSURES INDICATED N SPAN 5Ct U I 5 STALL APPLY. 2 EMF0. ANCHOR 561®ULE &0.4E0 ON PAWL FASTENER SPACING, THE EXISTING STRUCTIIRf MATERIAL, & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DeSIGN LOGO ON SMVnek AND SELECT SPAN GREATER THAN OR FQUAL TO SHUTTER 5Pµ.SE•L" CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION tSEE MOUNTING DETAILS ON SHEET 2 FOR IDEATIFICArION OF CONNECTION TYPED. DEN UNC7 GN WITH MOUNTING EXTRUSIONS "PANE FASTENERS" ARE STUDS USF fY1W 1 ALL 3 L ' C I F NER 5 CING TABLE ALOES FOR _TRACK, STUDDED L( ETC USE 6 O PANEL WITH PA 4 T ANG ) "-µ 'U'-HE DER$ (INCLUDING ANORIONS ALL "IH D A (iTALL IN ) 4 RMCM00.5 SIHPl.I BE IN57ALLED IN RrtgRf]ANCE WITH MANUFACTL KERB' RECPMNENl74YIt7AE. 5. HOLLOW OLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C99 BLACK, 6MINIMUM EMS"" BE AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM WeEDNMT AND P15GI 013TANCE' EXCLUDES STUCCO, FOAM, BRICK• AND OTHER WALL FINISHES WALL FINISHES SHALL BE UWTEOTO t/4" MAX OR SHALL Ol VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN•CKAC*D CONCRETE ONLY 9, WHERE EXIB111RIG STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIF THAT FASTENERS ARE iNTOADEQUATE WOOD FRAMING MEMBt326, NOT PLYWOOD, PASTMINO TO PLYWOOD 15 ACCEPTABLE ONLY MR SIDE CLOSURE PIECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER Cf NOMINAL T" X 4' (NUN.) W000 STUD (' ' EDGE DIbTANCE 7S ACCEPTABLE FOP. WOOD FRAMING) WOOD STUD SHALL OF-.GUrHERN DINNE" G.O,SS ORGREATEA DENSITY, LAG SCREW SMALL HAVE PIDLLIPS PAN HEAD OR HEX HEAD. LI. REMOVABLE ANCHOR°i ARE. DEWALT PANFL6WTE, ALL-POWTS SOLID -SET & bRA56 BUSHING L2. MACHINE SCREWS SMALL HAVE 1/2• MINIMUM ENGAGLMENT OF THREAD$ INTO THE BASE ANCHOR AND MAY HAVE PTTMEP A PAN HEAD, TRUSS MEAD, CM WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MIMMVM BASEDMEN7 AND EDGE WSTANCEEXCLUDE•S STUCCO OR OTHER WALL FINISHES 14� M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. LS * DIRECT MOUNTENG CERNINTIONy L6 UNEAFt INTERPOLATION iS Mar PERMITTED FOR USE WITH THE ANCHOR Sc: HFUULE5 LISTED ON THIS SHEET 9 N cn z� (0 N U O >� En (n (1) J -0 OL (T� M U O T[ -0 `�rS C/) _Q C O Q t i O U l �! O 0 LL L+- SV d. V � (a)o> , L- 0 /�� yL .� �V�� J Q Z Z W J !h ,GV ID O Cn W LtJ Litt, C2> s L:s O 4.i "I., Cm L to W -o en C44 ti y C Ili v TJ 4\I N c NDC•O CV 3. CU SC Ey C3- d •.i.-.• ED C E, U ! NIK 3 3 cc O] QA an u u C O O C= -. N = E v ra- W r Cn�J r� i v /) O L. 0L Q C O ^^L UQ)r� .� VJ co LLJ z z d J SHEET NO. SH 1.5