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HomeMy WebLinkAbout36409 Well Hill WayINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS ABBREVIATIONS SN STRUCTURAL NOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air _ SN 1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A. H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator — — — — — — — — S5 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing S6M DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required _ _ BF Bifold Door FTG or Ftg. Footing RIM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round SS RETROFIT DETAILS BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves - - -- - - C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir PA1.3 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage - - COMM or Comm. Community INTorInt. Interior SW or S.W. Shear Wall — SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar -- - - - - CONTorCont. Continuous LAUNorLaun. Laundry TEMP or Temp. Tempered SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken Sni ink - 1 1 1 I SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block U U D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate El LILI EILI El E:]::] DBL or Dbl. Double MAX or Max. 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 101101 DIED or Ded. Dedicated (outlet) Mor Mfr. Manufacturer TYP or Typical DIA or Dia. Diameter MGT GT Management (room) UC or u.c..c. Under Counter El 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 MIN or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g, Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/orw/ With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WD or Wd Wood EWorE.W. Each Way PKTorPkt. Pocket (Door) WDWHDRorWDW.HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded WiireFabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08/23/ 12 1.00 NEW BASE PLAN 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 07/30/ 15 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATES 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 Offbe 12/19/20 3.0 FBC 2020 CODE UPDATES considce ered redfo reimbu3ementbytheDesely. No gner/E Designrges er/Engineer without 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 2074 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. c� 0 cn Qw CM �•.. '" L` 04 CD V` s. j„1 ;y S4 +.1 deua'C ltfeer'�. r.9P� 0 ry b �e V y 6f Ysrtl13,s�lgt49' ���h eY."rC{Y B, Z 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. E W v 8 r� s O N ® N N N W rp '� in W r 's; M Col 0 3 LL v a, a ^° c�p�i� 33 �- 3 W w a 1, Z —ate a Y ELMM r` d W 0 , m �Z Z O U oZ 4 1 W ❑ ❑ %� (D z N o o z m N M c oQ J _ r v 0 2 — Cn LL M W i4 30 V V^) N , N C U c 25 V w Q N ti o M � W Z Q u- Qo =o =o F— N O_ E d g0 X U ¢ w 0 00 U p a W w U Z' o§ go MEN CIO � C—:) m o LL g a n w = <F >° a� IJ M v zla o 3 0 > M J 0 co 0 CID (0 T Q U)0 N in —_ LO 0 CN O N LID CD � 16 7 fA lfi o Z Z E N c cc a U Q p JOB NO : 23-06116 SCALE : AS NOTED SHEET NO. C S — -r —J F-F —17 ---- T T it -� [ - -- - --� ME KITCHEN MIRROR 0 0 o 80 u o co O. BATH VARIES, 2" LESS THAN CABINETS BELOW MIRROR � 1 �D 10-011-Iff-i- 07 .1 KITCHEN INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0- --C w // 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR TOWEL BAR TUB OR SHVI -� ON BATHROOM WALL MEDICINE 9 CABINET VALVES TOILET o SOAP PAPER DISH I HOLDER o o v z Ow z ��' `t w0 Q Q o O % (V i O c")ETOUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS BATHROOM 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 O FINISHED CABINETS o COUNTER TOP 30" H BASE o c9 4 CABINETS o e0 80 W u- SIN n O O 2x n}} ? °o FRAMING-----,- 1/2" GYP BOARD FIN. FLR. r FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY WIRE SHELF @ +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE --� HANSON BOX @-� 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z z PAD OUT a U -I Q 0U U �U w 00 _ > w HB 0 ih AC PAD J U I HB 35-SH i 'NOOK - - - 8'-8" FLAT CLG. --_ TILE I ; Lit -'r I ^C') ..I O Lli o Ell. - IR z -o lOQ- m Iz cq 2'-11" - 2 21, _ 3'-74 _ _ e,14" L. - ..... llill;"w - LANAI 8'-0" FLAT CLG. AFF i7' All FAMILY 8'-8" FLAT CLG. CARPET 24156 FLAT CLG. _ C� 1'-0" TILE U? CV LO - FLOOR G.T. -- - -- ~ REF. - --------------- 16 1' -4"X1'-4" "L" SHAPE CMU COLUMN O J S6 TYP. @ 2 JL STORY. SEE JJ/S6 @ STEMWALL 14 5x_71" 3 DINING - (3) 2X4 #2 SPF 1111 2 STUDS w/ (3) 16d 1 GG NAILS @ BASE 8'-8" FLAT CLG. i S3 CARPET 0 io 3'-3" 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. - - - - - - - - - - - - - - - - - - - - - U (3) 2x4 #2 SPF ■ _ U I O N STUDS w/ (3) 16d °0 NAILS @ BASE 1 IU_ W.H. 17'-10" 1 BUILDER TO 35 EDGE OF SLAB 2" PROVIDE APPLIANCE BEYOND WALL PROTECTION WHEN REQUIRED PER FBG NOTE: FINISHED WALLS TO BE FLUSH. FIELD 8'-8" CLG. A.F.F. G.T. VERIFY. - - - - - - - - - - - - - - - - - - 8'-0" CLG. A.F.F. - - - - - - - - - - - - - - - - 12�0, w w Lu Z ��---=sa�� �_ ° m� ;;__ATTIC I GARAGE 0Y U I.-L �J 8'-0" CLG. A.F.F. > O ------ TYP. @ SINGLE o STORY A (SEE AA/S3 FOR S3 STEM OPT.) r----------------- I I I --- --------------- I I I I I I I I K I I I I I S4 TYP. @ I GARAGE I I O I 16070 OVERHEAD DOOR 9'-4" � I I M I 1 I � I I O I J,ENTRY 0" FLAT CLG. AFF L- - - - - - 1'-4"X1'-4" "L" SHAPE CMU COLUMN 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" rA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 C�D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O 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 20X26 182X252 S.H. 13 20X383 182X373 S.H. 14 20 X 50 5 18 1 X 50 S.H. 15 20X63 182X62' S.H. 16 20X72 1821X712 S.H. iH2 271/4X26 26X252 S.H. 1H3 271/4X383 26x374 S.H. iH4 27 1 X 50 g 26 x 50 S.H. iH5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 27 y X 72 26 X 71 112 S.H. 22 37 4 X 26 36 2' X 25 1/2 S.H. 23 37 4 X 38 a 36 ' X 37 3/4 S.H. 24 374X50a 361X50 S.H. 25 373X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 521 X 25 21 S. H. 33 54 X 38 s 5212 X 37 4 S.H. 34 54 X 50 a 52 z X 50 S.H. 35 54 X 63 52 1 X 62 2 S.H. 36 54 X 72 52 2 X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-A 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 112" 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. mmmmammummmm TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) 1 cy 7,% Lu CD C2 a L. C^J � E c a, u Q � 3 3 y c c E a v e "its) 6Ei� 6�Jf1z r� !' f �> � ' ,-r is 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tr W ± Q 'T E S N O O N Co V 7 O S, tlf to N o u a w a " 13t7 z o Z i" r o o So r W om W Z U) J z ap N O O W „�/at^ �p LO Z Q U 2 N M U U) F- F_,,T .Z O U ❑[]❑ W U Z N M o g Q o a M V�I)� z C1 V/ `o L +J cn U^ w g N w (6 F- in U U C�gi'^o �rsss L = Y i 1 C) o m c I • L " o to ti o_ w J Z U_ � m y a z �o >ry <� Q p E= 0 sF z© o a F (6 - ¢� w� 0 o E a o O4 _ a ow z a� o m O O LL ? a� O U m m aZ z Z O ISO o Z LU m ,& - J F J � ZI¢ OU � 0 >M CID (0 � CT �, r LO ~ O m O rn o LO N Q N r T 6 w M M o Z m N LO z E c m E U CIO a Q 0 � JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 1.1 III—. "it 11' ItA.. 1, �42" KNEE WALL WITH 1x8 CAP &CASING OR 36" 36" RAILING @�r� 3/4" PLYWOOD DECKING 16 15 14 13 12 PRE-ENG FLOOR/ TRUSS 11_ 10 1x TREAD (TYP.) 3/4" PLYWOOD 9 1 DECKING 8 1 Miv 2x6 LANDING 7 1 f 1x RISERS (TYP.) 2x4 FRAMING 1. i\ 6 1 5 1 42" KNEE WALL WITH 4 1x8 CAP & CASING OR 3 36" RAILING 2 2x4 THRUST 1 BLOCK STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING CONT. HANDRAIL 36"GRASPABLE RETURN TO GRASPABLE RAILING cB:M� WALL DETAIL v - SCALE: NTS (3) 2x12 -/ STRINGERS 3/4" PLYWOOD DECKING 2x6 LANDING - 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" 2x4 THRUST BLOCK 0° �tairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. riser height: 'he riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the djacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 'read depth: 'he tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of 1e foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any ight of stairs shall not exceed the smallest by more than 3/8 inch. Hinders: Vinder 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 Iches at any point within the clear width of the stair. losings: 'he 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 lore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. eveling of nosings shall not exceed 1/2 inch. landrails: andrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less ian 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a oint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be turned 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. andrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. ivards: wards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 ches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 ches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a Dhere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side 'ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS CONNECT TC c'> PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH I I I I I I I I I � I � I I I I I I I I L--------------------------------------J L I -r. I -- 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 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/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182'X251 S.H. 13 20 X 38 8 18' X 37 4 S. H. 14 20X505 181X50 S.H. 15 20X63 182X621 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X38 26x373 S.H. 1 H4 27 4 X 50 g 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 a X 26 36 ' X 25 1/2 S.H. 23 37 a X 38 a 36' X 37 3/4 S.H. 24 37 4 X 50 8 36 2 X 50 S.H. 25 37 a X 63 36 1 X 62 1/2 S.H. 26 37 d X 72 36 z X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2' X 25 2 S. H. 33 54 X 38 a 52 2'X 37 S.H. 34 54 X 50 $ 52 z X 50 S.H. 35 54 X 63 52 z X 62 z S.H. 36 54 X 72 52 2 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-A_ � 7 i -- - - I -i. I -_ ---- 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I 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 I R-VALUE / TYPE 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) r-s ce,1 c�e) ruL M esCc LL- tQ CVcNa a a c' 0 W r a Ln 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. E UJiN., 0 W N °° N cf) r­rL �v N Q m 2 LL J W co u a sZ Z J d v L13Z� N 4 W °' w Z _ IL °' Co mZQ- (� Q O N 0(.) < Ou) W El El N th z Q U) Q � V, a Q) U o` LU O o Lij� N U.. �V) c13 �Cn - U •••.. 31 1 1 I � E mf U ) N c ° C o w M M O � U- co E zo oo > m iN C) E z® �0 00 o ao E it � o ao �w Cn � C: z Qo M J mg aw cn o< Z gz a W T o wLL N W <o _ _0 6 o w< ;o _�< .� O J 'M O a; CU 0 T T CD Q (n 0 N m _ LO F-_ O a� O rn o LL0 O .Q N Q � N co LO m M o z N L0 Z E T c c a ci ° Q o JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 1.2 I 0 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1 j -- — �I 5 12 — -- 25SH �\� 25SH 12 2ND FIN. FLR. 5 TOM T.O.M. @ GAR. /ENTRY N HDR. HGT_ F SCORED STUCCO BANDS I. FLR. 1 y - — — — L — — — — — — — — — — — r — — — — - — — T_O.M._ :;AR_ _ HGT.---I-------------------- —L— SCORED STUCCO BANDS \ ------------- ----------�----------------- -- — 11:1171 E] El E�] Ll E-1 171 El El F-1 El El E] E] 16070 OVERHEAD DOOR 6" SCORED STUCCO BANDS SILL DETAIL, SCALE: 3/4" = 1'-0" — — SCORED STUCCO —+---- BANDS EXTERIOR PLASTER ON FRAME 0 0" ---- TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS 101101 FRONT ELEVATION - A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5�12 5 HEAD DETAIL. SCALE: 3/4" = 1'-0" SCORED 01 UCCc BANDS c i• y 1'-6" I. DECO SHUTTER SCALE: 3/4" = 1'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------- ---------------------------- ------ FLASHING -------- F -------------------------- - ---- —---------------------------- I --------------- - CJ / WEEP I. FLR. I__ __—__ L_J__ TIC -----F—1 - 1 l i a 1 _ io 35 SH —----------------------------------- -- RIGHT ELEVATION - A I T➢ TEXTURED CEMENTITIOUS FINISH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txtenor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building 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 recorr REV. 09.24.21 0151 cvt C= e cr) ua a� a Ll- d irsan � 3 =Wcc y Q- Cc E fa v 8 oNk a e9 » NIA S`e 0 ; LO 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. "real W s v m V oN o 0 CO N N ro ��C9 N - N rAN Q U)�� M o J Z 1 u U_ 1 5 a Z ��rn o w y� Z O CV (0 Y F W i��`°�?°' m w W IL Z M Z Z N O U U O K W ❑ ❑ N ch a g Q B o Q r (nv) M z allillilillillillillih o LL 1 Tl Cn w U (Du,l O LU o w uss t� L ECn U o a 0 � M N 01 � z Z Q LL E z� oo YN Qo L- o U z Z e oa F- r6 g 00 U Cf E p ¢ p , coo °o wo o az cn 00 mo Z U G O W v� 3 O 0 � 0 a �w = H m <o r- a� J Z �3 =F Illllllllll� o M V w` OI< ;o d F UU 2 N O J �M 0 rn m m 0 (p r r c a- o N co— LO rmrn/-�I n [ Cl f•ulnlnl r In ICITn I I rn n CI nCn EXTERIOF PLASTER FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS TOM - IGT_— — — I -- FLR__--I-- 12 4' 12 5 (2) 25 SH CJ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = 1'-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. @ ZJ ENTRY DR. HGT. TEXTURE[ CEMENTITI FINISH ON FLR. LEFT ELEVATION - A SCALE: 1/4" = 1'-0" I General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N ® _: , cz R� a��� cm. SE o pC R7 3 wM- � C= N � T OC fC2_ 9 to +r R o J O w �� �,,.. gyp.,. ••. ,e •' ��, SE 4 _ \O O �, FLO ARoe•.,,..•���' 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. r H QM o 8 N p Cs r' a ® U0 N W lc:,:) N OrD � a) y N onr- r­ro 3 1 t a a) w CCU33 3 a Lu 13Z L (06O_ Z ii 0 W � ro��rn 0 ., W �,�.RLL Z �^ w m J 00N oZ Q N M F V O U ¢ 0 Z W U (n El El z N th o g z a (An Q r M z 0170 � a-1 V, w V O � N ", o ry wrd fa I_ U) LU lGSj%PZ ,— J pEIF me...., � N 0 Q 0 c co w U Z Q Il EE C' E E U �o Wza� » z® oa H x0 0O � U O E a F O Q w I� wo ww N C � C Qo a O U mo 01 Z F Og Q O (n az WoLL o m 3 dz �� � JW =0 I� V 003 zIa ¢ O > M J O °' rn m 0 T (.0 y cc WU 0 N m N O 0 N C) \ r LO 6 m Cfl M � �; LO o z Z E r ;v m `m a o U � a �? Q p C J JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 2.2 T- I I_.. II r II III I -I I I T-----F.. I _ _ _. _ __ -.II 61 1'. i:l 1 I FI-i: lilil i� I uiElil 'r- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501,17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE © HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I-o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT M ELECTRIC METER FI__ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN � J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 14 to lights 8 outlets 12 to appliances and GFI 10 to WH B to Range 5 to HVAC " Conduit UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 2%94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR III 3" VTR lil\ I\ I I I I I I I DEDICATED RECEPTACLE FOR MICROWAVE RAN( HOOD PER SPECS 1113" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I 1 I u SWITCH FOR I O DISPOSAL I _J ILL X I GFIEl N [IFGFI 7" -_- -L � I ITCHEN CZit�iil, 5 - 't' �L'Y1L'7C'1LY —C SPEC 3 & 4 KITCHEN DEDICATED// RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOOK _.� — — — — — — — — — — — — — — — — — — — — — — LANAI G � ROUGH -IN FOR , OPT. CLG. FAN/' LIGHT PRE -WIRE SWITCH FOR 1 DISPOSAL FAMILY PENDANT ROUGH -IN FOR I AS PER OPT. CLG. FAN/ SPECS LIGHT PRE -WIRE G � / L GFI 1 ITCHEN\ / —RI'EFF LAU it GFI O \ I GFI `I O Iv / CH DINING PENDANT AS PER SPECS t C.M. I I PWDR I'1'1' I' I`T- I' 1' 1' 1' 1' 1' 1' I' I' I' I i I'I GFI @ 44" r — GFI @ 44" A.F.F. A.F.F. w w W.H. �o /wz� �0m , \ LM U F- I 1 >O� ----------\-------------- I-------- ZW GARAGE / Oz Q ell 0_ I \ O i \ ENTRY _ WP FI TO o v � � IGARAGE / GFI------ I BEALII�GNED >_ rr L-- ;'—��IGHT AS o VERTICALLY LL Fr w PER SPECS / I >Lu GARAGE I ---------------0.00R---------------, GFI I I IRRIGATION I GFI @ 44" / A.F.F. I I / I I I I I I I I / ------------------------------ (5\ /6— COACH LIGHTS /COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I IL----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN — ELEV—A ELEV—A Lam% C) ® M 61 d to v= = sa G RC O � v M O M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E N O t o N !T ik O W C u0i ik 00 ik Lt. N tlJ to LL a)��� w C) a a a oNi w 6- 4 c� � ZJ _m 13 Zo'0 sj.o O _ m Q co 1z Gw CC)LLW U Nt.)ZH O U ❑❑❑ 2 N (7 O CD zco � o 0. N M V) Q) a ,U O LUN o C) c — 8. L U o Y O o ®® N m o M J w z Z g Q o u o o� j Z© oa ZC Co ot 00 oE a ao (/D m 3a Q p U �m 2azi 0 Z aw o� zz go W [n CID < 0 a W - a z LD �� 0 .5o >M O �• rn � V v L Cfl co r : r Cfl �1 07 T ~ In Ln O a) o a) o V) 0 N r M T CIO LO z Z E T­ N N c a U Q p JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 3 11 IT rrI I I I11 11 1 1 1 IllIT 11 I • — — — — — — — — — — — — —� — — — — it — �� — — — W CL O J U) N T 1.6 4'-0" ROOF VENT e 5:12 SLOPE 5:12 SLOPE Z ZONE-2 0 Ir ATTIC SPACEFr O 0 1170 SQ. FT. `NQ W d O \5:12 Uj O LOP %5P--�--� \ t 5:1� 2 SLOPE 5:12 SLOPE' I I I LU I z ZONE-1 w o ATTIC SPACE' 316 SQ. FT. 0 � I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: %4'=1'-0" c+'s ca cV c0 C3 .� W C.� to 49 .a C U- 0- Cc N N d ® t6 r N it c 33 Cc v cca� u sa o w cr- c E ro 0 � u 0 n y�'��j�L¢�pIS�iEFg1BiI� d'S _•,tx •4',� , Fa 'C t. e�� 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. Ke'l'i :irX ky.fa W %ti t; d E N O N O C 'o - VIP0 7 y r r-- :12 N \ M V LL J lu LL. li. 55 a J 13z LU -0 a Ro do 6 eRi i li w >'@N_p ... s W c� f!) 0] W Z p J n i Z `n N J U o W El El z N M O � Z QN 21 gO Q Q C �1 ti un ` n W ' V� O LL 4-1 ) C W � (0 V� 0 N W o O.. 1 1 v ^ , _ C� C W J — E I C� o Q N o w m M M J �' y ¢ � z Z Q � W fl- E E= U z o 0 Z o Z O o a �o CI CO o X Q 0 < H ao Wo aZ �J U.')¢o c �a ox moo o� Z m J hm a <w �z C) ¢ o< �¢ z go dz C- m <o o wF �o o- �Y z¢ .� p J 'M O iu m m 0 (o (.0 r T I1 0 L0 X > co C O N LO N Q 1 04 r Q0 LO E r CD M r o Z m (A In Z E V— N m C .. U ui C:E a -j q p JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 4 e Y1 s • e � °e 0 ° e a e 7 ° s `d ae� °- e a ° V°V V°. n \ V°. a V•V V < Vv q 45 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 REINF. SEE PLAN. 1/81 SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Uj zQ w J co � CONTROL JOINT DETAIL OZ U 0 wo J z o =) Z �O C C� 1 9,-n„ T-5" 5-2" 3'-5" 1 V-8" 2'-6" x 2'-6" x AC PAD V-0" w/ (3) L TYP. @ #5's E.W. H PORCH y ■ II■ ■ ■ �-- ------ INDICATES FILLED CELL I o w b I w/3000 PISI CONC. GROUT I 0, CO o FROM R. TO BEAM w/ (1) #5 I U j REBAR ERT. ABOVE SLAB. ■ OI I o 4" TYPICAL @ ALL PLACES I 6' 10" 5'-10" oo O0 I II SHOWN. HOOKED FTG I co DOWEL w/ 17" EMBEDMENT w/ 25" E T. ABOVE SLAB. o GRADE 40 STEEL I I I C.J. 50 HVAC CHASE - v I BASED ON----- 3 — — — 1 ------ ■ LOCATION M PROVIDE 1 1/2" RECESS FOR SGD I _ 1 S3 REFER TO MASONSI 0 ■ o? SCOPE FOR WIDTH.I r, � I I III ■ o LLEJI • _ f �I C.J. - - - l� S6 TYP. @ r oo TWO I 10 STORY 4'-1" 13'-8Y" 3%2' MIN. 3000psi CONC. SLAB FOR HERNANDO Lj COUNTY ONLY. 3Y2" MIN. I I 2500psi CONC. SLAB ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER rGG TYP U C5 S3 ■ I I — C.J. — — — I I I00 I I I F_ I I I N Ili I ■ III I I o I L_ J - I I ■ I 73 V-0" I ■ I10 PLUMBING I I— —J STACK I GG S3 o C.J. ;n — _ 13'-1" — CO — 3'-0"' STUB UP TO 2ND FLOOR I I 2'-6" x 2'-6" x V-0" w/ (3) FOR A/C — — — — _ — _ — — 1 1 1 1 #5's E.W. I I 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 I _ O w J C -31 /2" K � I —N — — — o � S3 S3 w Q I I 17 9" 1" I ■ ■w ■ LL~ x 23„ o [V-J" _j >m O Q PROVIDE 1/2" X 9 I 3-11" ■� I Q a 1/2" RECESS FOR ■11 r O a FRONT DOOR - -4"� I 0� LL V I aC? Oj i7 I IY w I TOP OF CONC./ - 00 `r ` PAVER TO BE 4" I > w I ■ BELOW FIN. FLR. — ■ I I i C.J. 0 4'-4" V-4" 2'-6" x 2'-6" x o0 TYP. @ t L #5's E.W. o SINGLE I ( S3 STORY I ■ I I ■ TYP. @ 0- I ENTRY A I S3 I U) g (2) #5 VERTS w/in S3 (2) #5 VERTS w/in o v FILLED CELL FILLED CELL J V-8" 16'-0" V-8" 10 19'4" 5'-8" Z 0 O fn z 1 O LL O_p Lu p J Z q Z) Z U)O LL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-A SCALE: Y4"=1'-0" C" N cz co R N t OCc N dam '3 cc e+z as ao d v Q Y d Ra w ®t6�`9�99fi�iifl6lllp��� 0 ",VN K - c�� z 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. O E O M O N U r {o+3 s C-,N V N O C N v # 0 3 O (rUj ui Cn��� o fq w w a wa cN� v m � a c L m w a Y ,L Z Y O v Z N L y O 0 Lu w i; W 3 @NCO M O J M ¢ VJ nIL O J LLu O coQ U U~ r W CD O 00 N z o � � Q —! Z_ E3 N M U) to z AQ)0o C Q) OWN Ul) �.. t'a CJ H J _ rZ z M M O Q __ LL C E zo yry ca- O E U wz z o oa o <� 0° o� E 0a 0 N t �a C C:7 oa U m0 O LL m J m a W � 3 Sp z go cn 3 wLL Z �z W m o M O� aF v oIQ o 3 > CY) O °' rn m m cD r T Q CT U (n 0 3 N m 4 co C O 04 LO N Q NT T co r ' cM eM o E C4 7 N Z Z E T w `w C:@ E o :> c a U Q C) JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 5 0 N c0 12--0" 13'-0" 2 D2 FT3G E 1 TYP. @ p2 CORNERS 0 00 N 0 A @ 24" O.C. MIN. 0 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 N.. 1 TYP.. 1 L1 0 M RG. WALL Cn a 3 K 0 0 m FT8G FT13GE rFT11 r -n ` FT11 . S6 � • TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) A 22 D1 FT9 (2) A FG3 7 D1 = CJ3B eo in CJ1B 9 D1 7✓ D1 00 — A TYP. U.N.O. L L CA% tZl 5'-0" A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) E34UL 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r, HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 78.58—-----T—�- / ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i (� ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 \` ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I ROOF SHEATHING: I Q SHINGLE: Y6" EXP. 1 CY16) or 1V32" EXP. 1 (3y6) TILE: %2" EXP. 1 (33/16) I NOTE: 1 _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15'32', SHEATHING SHALL BE FASTENED m WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (Y x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES--/ 2x4 SPF STUDS - @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF. SUB -ROOF, OR FLOOR SHEATHING -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. SEE PLAN FOR DIM. SEE FIND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 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 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -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 SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-112" * 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" o �W � o ca C A N c W_ H A o s- y C l0 � d cc Y fO p� 6i Jm d w c E 0 0 0 ,�. IW k •es �� �\`'� sr, c) :0 Lb PeT ca. -- ✓ 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. J +r MJ h AS AMQ v E O O M U Wv 0 � _0 m coN N N_ 0 N 7��N W N LL (h 'IT NJ LL ' LL � a Z J w =Y°o N O W o m rn C " W Z rn m L; M N Z a N Q O a W ❑❑ M r N M O � Z N � a �� J T LU � m U O U 8 i C) o y c U) s 0 ®y®® N I® o M Mz J O z< w Z Z � RS E oo zo a�v M Q ❑ a r6 tj �0 00 o E o of ao 0z � U t aoo �w 00 C: Y OZ Q co W coCD 10 N� �= O M ¢ ¢ > O d _ O M C qt m03 C� Q T T CD >, T m Ln F"' 0 N 0) .S� rn O Lf') (V � N T (D LO 6 m 2111 (M I o Z i� LO Z E T w m` a E 0 0 _j -o Q o c c JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. 6.1 If— 17--r-Ft 1, it i 1 l i l II I I',� 1 'Ill 1 i1 I _- i - r -_- -r _ i - - - - - _ i i O T 25' -011 01, (2) TYP. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <- 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 1 2e 2n I 2r 1 3 1 3e I 3r / } 10 HIP -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 1 -60.99 1 -78.58 —-----T— / I �\O/i I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k ��� A ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®1 \ I 0 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 1 1 I ROOF SHEATHING: I O I I (D I SHINGLE: %s' EXP. 1 (2%6) ortY32" EXP. 1 CY16) j I I j I I r 1 I TILE: 1V32" EXP. 1 (32/16) 1 I I I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS & (5 13r 0l U+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 * 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -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/ (3) 16D SINKERS & 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) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L 1360 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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONT LEDGER CP CP cc 10 0 U. All p =04 ; LME ERR W El El 00 E3 L 0. m Zco Cr cc . 3-�CN SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: )/"=1'-0" N N C'n � O cv w ur cc N d C= GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O O O 8F8-1B/1T 8F8-0B/1T OUD . WIM. Imillullu!1 INS E UV 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T © O O FORM & GROUT SOUD uJ U5 O BAR CONT. 8F12-1 B/1 T O O V O 81F20-06/1 T © "V" LINTEL DETAIL SCALE = N.T.S. ME MEN I �I IIIIII TYPE DESIGNATION #5REBAR ATTOP F = FILLED WITH IN. (1) REQ'D GROUT / U = UNFILLED 1/2" a a R = RECESSED CLEAR QTY. OF #5 O REBAR @ BOTTOM OF LINTEL CAVITY aC.M.U. IF Q J _ 8F16- 6/1T a 1 ' c ro r Z n ° a GROUT t NOMINAL QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT a O BOTTOM OF TOP LINTEL CAVIT NOMINAL o OTTOM HEIGHT REINFORCING 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL (VARIES) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- � � O �O?w l oO� w oCrd0Z Z LL O Lu F d0� v)E6XaS 1-112" CLEAR -C.M.U. #5 REBAR AT BOTTC AS INDICATED MATERIALS ---16 GAUGE POWERS cif p ca�intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. ALT. POWERS STEEL BOXED LINTEL NOTES ( ) 5. Concrete masonry units (CM U) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Ya"x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR %2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE h SEE PLAN N T/WALL IW 8" KNOCKOUT COURSE -- W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: %4"=1'-0" Cam+= � +N L o t � cc -) K LJ-a Cc in N XZ ch CV Pa� o a� m m c E cs1 . v I I -- - r I I --F- Fir--- - 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 THE CONTRACTOR'S RESPONSIBILITY T VERIFY THE TYPE S S C 0 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 122INCHES (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 HE COMMENCEMENT F CONSTRUCTION. T COMM C 0 1.3.3. DRAWINGS T ALL ROOF AND FLOOR TRUSS SHOP D GS ARE 0 BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND REQUIREMENTS, BEARING POINTS BRACING , RE UIREMENTS 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 TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. t 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 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 CALL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y2' 3 4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4. 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4. 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4. 4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. _ SHEET METAL ACCESSORIES SHALL CONFORM TO : F 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4. 8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over ou and mortar along the foundation perimeter must be removed be ore extenorpsoi�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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N Nt=® C`p ®C+) MN CNC, V jj Cc Y J co c E eo a do .�• �• e. wPep ���� .. C r3 A �' U %,J • Ss I 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. F O M U ..�,.r O N O Uiw W CN N m pop LO CON o k: N �Ma w .: a tii W L LL Lu a "ti W V`d Z m � d ai m o z 13 -C ?.@N� O O W 1) s II%IL 0 a, W m w R 0 J .Z � N Q C0Q N a O o 0 < 0 Z Co W ❑ ❑ C M L� C7 N M _ O o a (D m c� z CD v _o a--r v, w U O w o t� ry w _ �NLU h r� z9... C) o co Q OJ Y N rn o � ® � o z w � M U � � z 4 U- �o QO E ov C',QS F- M 2. w� Q O o oE �p o o 0a z as It ¢o 0 a �w m C Qo = Y mo O m nj _ J no az w Zz 3 0< z go W T a m w oLL Jw �3 =� J o v w zla i° 3 o N O > M12 O a� rn m n, i cc C T .-. u o VJLO N m - � o FD O M o O Ln N Q � `N T LO m m CM ` � LO o Z Z 0 E Cn T m` c it U Q p� c JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 3/4-1" CROWNCC k I `I 16GAx1-1\2" LONG " 8I ..................... ( ) MAX STAPLES @ 6" O.C. VERT BETWEEN' ' It�---116GAX`1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" ¢ - STUB -OUT FOR 1'-O" 0 9 GAS METER O U o Lo O � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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" orp 5000s 1.8/1,7 nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —I / FILL CELLS STD. 90° HOOK r— BOND BEAM SIMPSON MGT w/(22)10d rn NAILS TYP. GIRDER TRUSS w STD. 90° CONT. #5 BAR � � HOOK ��� BAR F 2X TOP PLATE 77- #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 CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN j OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. 4 max. i Clinch nails when possible 1) Support back of web during nailing to prevent damage to -" web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b 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 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES � DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. u"/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D U. (see table below) El BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series De th I End Intermediate ' 0 BCI 5000s R 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 1 14" 1 2-8d 5-8d BCI 6000se BCI5500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d _ 6-16d 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD 6„ A 1Y" 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 CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" `. "2- Any/ 16" joist _ Span (It) _ S . 'l,'-'I' T-Z' 112" V-3' 1'-3'" V-7" 1I-�lI 2-4," 3,-0 3 7' 12 1'-9' T-I" V-2,. 1' 2" 1'-3,` 1'-9' 2'-4" 2'-111, 31 . 4, Z' 4-9' 6-4' 16 I-U' 1,_1,. 1, Z' 1, " 1' 7 2'�'" 3'-2" 3'-10" 4,-9' 6, 7" 6-4' 7 0 2(3 T-U' 1,_1.. 1' Z' 1-2" 2'-[J' 3�-a' 4-W 4'-10" 9-11" 6'-11" 7'-11" S'-11" 24 T-0" V-1.. T-Z' 1' 3,. 2 3 7" 4'-9 5'-10" 7,-2' 8 4„ B 6,. in, CV' 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. 1%2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) III Nail with 10- 10d nails.=1 Install tight to top flange. SLEEVE THRU STEM d " SEE PLAN FOR °• ° . • • 44 FOUNDATION INFO a' d' STEM FOUNDATION I —GRADE REINF. SEE PLAN \ 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 I14 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements I 0.6 X Joist depth of I I -JOISTS BUCKETS N.T.S. a ° p L I 4 I'II�IIIl�IIIlI�, A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION ° 4 `PVC OR SCH40 SLEEVE / r PLUMBING LINE 4 L a . .--..� d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 ° ® A° a 4 4° G =1I1=1I1=1I Q 4 1=1I1=1II: 11—ICI— ° IT - SEE FND. PLN. SIZE & REINF. i IC, tj� 0- Ir- N fd v 3 v 'o d v °' i J Y tt pp S:�ty@4F4 t'i 0 V °B+� Fs t�J WOO R; �s'pe�� E .mT �- ! A M 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. Ho QE 1 cq EWE Sam! w � 0 .5 cc cncn LL J VIA 0 u_ w bi 0 m o a a a aS w LL a N Z 0 0, 0 7q,'• 0 Z �c e d T; FE 9 fl m w o Q W o�� m A r rn rn U5 W ci o W Sli N M Q U H 60 ❑LL❑❑ W N M — o N z o � d: C)-- G r m tN z QJ cD o Cn w � a O o U a c F 'ya U o N 0 ° N I� 0 co w m M Q Z Z Q LJ- ZO zN o.. O E uCU o z Z p oa H r0 o C1g< E o 0 &a 00 a0 �O �z w� cd C ¢ z < O U ° o 0, Z z a, a, J o <� Q w zZ 3:o� go W ci � o o� aZ nw m <a a� o <� �3 ;o M V a S 8 3 zIa .`s O J > M d' 12 C : r (0 _ Q M Cn 0 N Lid U CM CD � -� O N <C N a) T > M M o m LO z z c E T— w `m c 0- C) ¢ p JOB NO : 23-06116 SCALE : AS NOTED SHEET NO. SN 1 r F__­ -----TT-- i — c�n _3= IR TD LLJ c*4 c,4 r') cli Ln C:� 110 CD C, c14 CD C14 QL E E 0 v _j -2 ILE 1`0 C'4 C:) C'4 LO CL. to C14 C> C14 �2 LO LU -Tv/1"IF 7/17 TRENG 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF T� 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE"X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS Y p TY PE (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ,BIT BLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 71 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wit 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B� (12) 10d NAILS FOR UNDERLAYMENT @ 16" O.C. W/ (2) 10'-0" (R302.1 1) 16dTOENAILST&B IF -2 SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-101" (R302.1 1) 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS Z`0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2"GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITE N H D @ 24" PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING Wit 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U,N.O. - 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH ROOF FLASHING AND ROOF FLASHING @ 6" M�X FROM END OF 2 x PLATE IMPSON SP1 w/ (10) 1 Od NAILS 5/ x B L 0 IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) Wit (2) #5 CONT. ON 3" C�! - 6 x 6 W1.4 x W1.4 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS Cl) CHAIRS (TYP.) WWF OR FIBERMESH Cl) 01-01, ELEV. OL (ALT: 1/2"xl2"TITENHD 24" x P.T. BOTTOM PLATE Fv REINFORCEMENT AND WILL NOT P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A. F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR A x 6 W1.4 x W1.4 211 /,/2x INCLUDE THE WALL x 6 W1.4 x W 1.4 R SHINGLE ROOF, SHINGLES TO A A 'I (D @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 21' WWF OR FIBERMESH /6 BE IN ACCORDANCE wit ASTM D7158-CLASS G H, ASTM I 51d I M I IE�11 12% z ELEV. 4-3 1/2" I$Itn 3 1/2" MIN. CF, 2 3 1/2" MIN. � or or D3161-CLASS F, IN 1=1 u;;L1 r, -11 I=EE A. F F. 2x4 CONT. U_ t> qr 12 ACCORDANCE w/ TABLE I:El I I F�I CD M:;=1 I 17(minj-4 z 3 1 IIj-jjj­IjI-'31/2"(rnin.)-4" "'i" I- R905.2.6.1, FLORIDA BUILDING (Typ') VARIES CODE 7TH EDITION (2020) -7 GARAGE DEPTH VARIES 00 12"(min) - Ell E 711�E Y, 00 RESIDENTIAL 811 I 1 T' Owl' ROOF SHEATHING - SEE INSULATION LE - 11= 5� 11 F M11-TF-Ti 71- 1-1 1 1 (2) #5 CONT. IN, II_ (2) #5 CONT. 4' SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4" V4, 8" FRAMING SHEET FOR U.N.O. MIN. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB_� TYPICAL BEARING WALL /--" STEP '--**, SHEARWALL K"C� P UU) TYPICAL BEARING WALL @ STEP (CC ELEV. VARIES41ilk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" 1,.,13� SCALE: 3/4"=V-10" J3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2xS.P.F.S DS 16" O.C. @ BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS @ 16" O/C SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. CEILING & 8" O.C. WALLS 2x STUD 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK Wit 1 #5 CONT. EXTERIOR WALL 8" C. M. U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P T STUD - 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR PLAN #5 V ERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10-4- (R302.1 1) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C14 G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. "J" --1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. BOLTINFO. 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" BOLT @ 24" O/C W/ 2"'X 3116" 3RD LAYER 1/8" THICK. @ K.O. BLOCK 1 Dd NAILS STD. 90-HOOK (SEE DETAIL) 7 TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN, SHEAR ARCHITECTURAL (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE X 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X 3500#, MIN. TENSION 2600#) SPACE ANCHOR FINISH SPACED EVENLY wit (10) 1 Od NAILS FIBERMESH WEEP SCREED INSTALLED X _j R& BAR = - BOLTS 6" MAX FROM 6x6W1 4xW1.4 C\j 2x P.T. PLATE TYP. PER MFR INSTRUCTIONS ----- 7-7-77- '�'�#3 END OF 2" x PLAT WWF OR FIBERMESH E 1x2 PT WD FURRING @ 24" O.C.-/1 ASSUMED FINISHED I C� E OR #4 Uj REINFORCING BAR 0 , . III n �GRADE z- GRADE 40 MIN. Fy= 40ksi I = #3 & #4 LAP SPLICE CL 1/2" GYPSUM WALLBOARD- U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL 1> 00 FINISH GRADE MIN. LAP [30" MIN. LAP) [GRADE 60 MIN. Fv= Rnk I U) 0- 25" CD CELLS(SEE FOOTING MONO SHOWN 1 171 T== 11 FOUNDATION PLAN 00 FOR CLARITY 6 MIL VAPOR BARRIER Ml�i I= I G. 0? Uj 1 xx co R 7/8" 1x4 P.T. BASE NAILER FOR LOCATIONS) ;z z - td I 1=1 I 1=1 I 1=1 I I= 11= TiL=- Iralaiall: C14 z #5 REINFORCING BAR 1 III IlF 4"x4" INSPECTION 1=1 1 #5 LAP SPLICE (2) N CC 0 3 1/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL r 1�. Ir Im T _TI E COMP. SOIL. (COMPACTED TO -1 1 F__I I 1 36" MIN. LAP [36" MIN. LAP) ON" 3�' A S 8" 1'4' 811 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95 o MODIFIED PROCTOR ASTM P. 101. x ..... . x./ 7­ (TYP.) MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR D1557) 4" 1'4' #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 - W1.4=1.4 WWF OR /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD_""� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FIN ISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=11--01" SCALE: N.T.S. �3 SCALE: 3/4"=V-10" SLAB INFORMATION. SLAB INFORMATION. �3 00 4 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR min.) 4"--\ z 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER C14 A GRADE O.C� MP AT 24" O.C� MP SEE PLAN FOR x x, X CONNECTION INFO A 4 COMP. SOIL. 00 7117-111771117111711177, & LAYOUT DESIGN v TOP OF BEAM (COMPACTED TO 95% 7111 1_1 =1 I ittl I I= I I �d _�7 a REBAR w/ OPT. SEE ROOF PLAN A ci IF MODIFIED PROCTOR ASTM D1557) 71 I 1EI I f -s MEN ENCLOSURE I= TOO (2) HTS20 FOR STRUCTURAL . ..... ..... 4 E BEAM SIZE & 4 (2)#5 REBAR CONT._/ 3" MIN. CLR. P, CONNECTION INFO co ON 3" CHAIRS TYP. V-4" (1 STORY) STD, 90 HOOK (SEE 11'4' MIN. U.N.O. 1 4" (2 STORY) I DETAIL) 2x4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING wit rL 7/16" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 TYPICAL WALL SECTION TYPICAL THICKENED SLAB EDGE O.S.B. z ATTACHED PER NAILING FOR REINF. IN, 0. SCALE: 3/4" V-0" SCALE: 3/4"=V-0" U) IARIE$ LU 0 SCHEDULE OPTION #1 �3 �3 1/2" GYP. BD. COLUMN LOCATION > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x LU SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. 2", Uj COLUMN SIZE AND BASE LU rM 1/2" FROM SLAB Uj CONNECTION INFO. SLAB STEP & RECESS (�b S.G.D. CONT. BEAD SEALANT C/) SCALE: 3/4"=V4, 1�� �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STU DS @ 24" 0. C. U. N. 0. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT _71 -3 1/2" 'A COLUMN TO PORCH SILL w/ 1/4"0" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS OL A GARAGE :�_�1/2" ATTACHMENTS & 18/D1 P1 O.C. PAD FOOTING PAVERS� CONCRETE NAILS W 1 112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN F 8" MASONRY WALL EXTEND FILL CELLS A 4. co A EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCI 4 U) 0 CONT. FOOTING STEEL Cl) PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT LU SIZE VARIES PER PLAN w/ MIN. (2)#5VERTICALS GRADE -11 .9 LU 002 A 0? - A 7EI I 1=1 1 4' C? 4 TENSION 120#) CONCRETE SL AB 6 x 6 W1.4 x W1.4 FILLED SOLID (SEE PLAN FOR LU LU SIZE AND REINFORCEMENT) U-1 0 ..A 'I z 60 Cl) WWF OR FIBERMESH -A d E3 LU I BRICK PAVERS or SLAB PER 1-- LU D LU 0 0 LU co L= U 5 LU 0 z < I 00 U_ 0 cl) 4 SEE A/S3 OR J/S6 SEEA/S30RJ/S6--- _:Ifli7f 11111 11111 co 6 MIL VAPOR I IF z: MMUNITY SPECS �CO L - co FOOTING FOR REINF. INFO, MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND Vt4" (1 STORY) 11 �-8" (1 STORY wit DEPRESSED SLAB OPT.) 1'4' (1 STORY) EMENT­/ PAD REINFORC 3" MIN. CLEARANCE (SEE SCHEDULE) Vff' (2 STOR)) V-8" (2 STORY) 4" 4" 4. SEE FOUNDATION FOOTING WIDTH CONG. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR S LAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL ("""�N SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SCALE: 3/4"=V-10" �3 SCALE: 3/4" = V-0" SCALE: N.T.S. �3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C- CL. Cn -0 CP LA CL. % ............ 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. W E 3 �2 0 IwO a,) :3 LO -0 ID (0 t::: V) 0 1-- ­ LO N CD 0 co C _j u_ Lu M LL LL Lu Z M C: C, R: 0 W 0 0 C-� �; X w S, M WR z L-0 0 Z 1 gg, < x 0 z < Q IL W CD CD CD < Ln 2: M CD 4­1 LU U 0 L.Lj tn Of U) Lu M 8 <r co - 0 _j z C6 E n 0 z 0 U z cu CD E < CC> C 0 -0� 0, z 0 i 0 W U.) < 0, -0 .j 00 .2 C:) co 0 E2Orr 0 CD co (0 T_ =3 (0 co U) LO 4-1 TZ r� m C) C)) 0 LO W E r- LO CU z E CC C CC E 0 0 _j JOB NO: 23-06116 SCALE : AS NOTED SHEET NO. S3 (MONO) 1=1110 _c! C5 5�_ c:1 -4- c"! cn _13 < �2 �2 -8 c> C'4 C4 LID LO o C) E FE m (D E LZ r") Lo 45 — 1= 18 CL 1") 0�4 C> C'4 Ln o (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 HEAD SEE PLAN FOR SIZE ER THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) ___-­2x DEAD WOOD @ MID FOR CLEAN -OUT PO I NT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/81, 8" v -SOLID AREAS ARE TONEAILS SPACED E L AND GROUT DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR WALL HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO B LO CKING --�(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" vAfRIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 TYPICAL WALL SECTION (TYP) SEE ELEV. ------SEE PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x-CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID :=-_'-----POINT EVERY OTHER P T EVERY 6THER TO UIN STUD W/ (3) 1 Od NAILS S D W '3) 11d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALINOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP,) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/81, 8" DOOR OPENING DOOR OPENING TO DRAIN EXTERIOR El WALL WALL CLEAN -OUT A� F1 SCALE: N.T.S. �4 Fff A v 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. MASONRYLAYOUT rD TYPICAL SECTION THRU WINDOW SCALE: N.T.S. S4 KNOCK -OUT — BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT STD. 90'HOOK-/ 8" 8"T LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0 WIDE (U.N.O. ON PLAN, OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—, _j < Uj X > 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM.) 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x 16 C. M. U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. BOTTOM OF M _�OURED CONCRETE BASE FOR O_UNTI�NG B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Old x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT BRACKET TRACK FOP 3 iARAGE iOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. 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 (1) (2) (1) 2) (1)LSTA30 41- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) 1 (4) (2) j (4) (2) LS FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT PLAN NOTES FOR REQUIRED CONNECTION 2 S -ROW 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 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) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 12 SEE ELEV. Z2Y 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 WATE RESISTIVE BARRIERZ� SIMPSON SP2 wf (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C " " : : �B BOUNDARIES 6 O/C EDGES & 8 _ — 11LUUMINU, I LOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 wl (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2�/ (24" O.C. MAX) w/ MIN. 4" EMBEDMENT Z� I L IN KO BLOCK AT EA. STUD MAIN SPAN -7 MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 L�S.P L I C E NAILS TOTAL) EA. SIDE OF 4 SPL ICE STAGGERED 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ tAl 16d TOENAILS T076PPLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON rc P.T. ATE 011viroulN OrI4 SP2 \,-T 0"v'roul"l '- SIMPSON Spi SIMPSON- SP4 __ 101 ST TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING SIMPSON SP4 M U If I I I 2X8 P.T. BOTTOM P�ATE n- I SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON� SP4 \-5/8"xl 0" "J" BOLT@ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2X8 P.T. BOTTOM.�' PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) B LOC KI NG W/ 2-16d TOE NAI LS @ EACH END < 2x TOP PLATE-/ V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 2 411 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PU TE 'k EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"*"j jt"4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" �GGERED LTS @ 24" O.C. 2X P.T. PLATE SCALE: N.T.S. '\, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (5645# S PF) (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. & NUT DXIED A.T.R. i & NUT INA ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 A N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING & 8" O/C FIELD L SIMPSON SP4 w/ (6) 10d x 1 12" 1 12K, (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY­- 5/8"X 10" J-BOLTS @ 24" O.C. SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S . C0 S C=1 2:- cc L-:� C4 -g 9! t tz = - C14 r- -Iwo CD C" 'j . cc 3: =% .2! � �w CC 0 Cj qv0 "ro a'j'� �'j �' 111 0, '�" -' C=_1 .......... 0 Ile 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 bearing rigmee s signature and seal. W 'I E 0 0 co 8 0 c� 6 's 5,01 2 R ­- -0 w C:/,) o 04 0 a; co Mc L-Lj L'u z uj 'S c? 0 0 W o 2 cr, 0 co z IL -u) zo z cN 0 < U u en W ED 0 Q) 4-1 M .— Lu C:) .0 U 0 Ln Lu 114111111111111. u) ISBN" E �j o as u) o z z < E < 0 E ij �cu cc3 E < o� 9 <' uo 'o a� o< Z < o z x � cn ro C C: < 1 - �: < o 6 .2 'o lo � z� z (D o< 'o R o U5 > Cfi 0 cu 0 M co oo­*� < co CN L0 4-a +_j 0 C') r C14 0 -0 a) C) LO CN CD It (.1D LO E CY) T_ �i LO 0 �E m z E T_ cu E 4-; 0 0 -o 'a ca C c 4) JOB NO 23-06116 SCALE AS NOTED SHEET NO. S4 f -3r- 7 __j C14 C) ro LO C� LO 0 01 :rd _31� C'4 E 1.2 C* d) E 0 9 Q> LZ (14 C�' LO C14 CD LO < 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AN D FASTE N E RS. (M I N. F I RST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BAC KNAI L w/ (2) 16d NAILS UNSUPPORTED, BAC KNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL vIF 45'± 15'± z 45' SEESTRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CROI 3 BRACE APPROX. 8" FROM SHEATHING DETAIL�/ KERN 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED A T @4,KI 8 _O�O/C. @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" 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. GABLETRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE TRUSS ATTACHED W/ 10d 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) A LIN U DETAIL � 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od X X 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END N EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN 1 7 X TOE NAILS @ EA. END GABLE IS 4'-1 " OR T 2x FRAME WALL (SEE WALL SHORTER) /Z SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF X NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x . . 2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED \-WEEP SCREED NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES �:2x4 "T" ON TOP OF PANEL 1 2" " " " BOLT 48" O C - INSTALLED PER MANUF. x @ . . @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT INSTALLED PER MANUF ATTACHED wl (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 7 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 wl 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION- r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Q Q X-BRACING, AND TOP CO x SEESTRUCTURAL— CHORD BLOCKING C14 - NOTES AND NAILING x INFORMATION C.0 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 2 (2) 16d NAILS -WOOD TRUSSES 80 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE 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 (2) 16d NAILS - 2x4 BLOCKING @ 24" (D = 0. 148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON SP2 w/ (12) 1 Od DBL. TOP PLATE -2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD — / SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 3 SECTION SECTION 4� SCALE: N.T.S. �5 SCALE: N.T.S. REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES 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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTAWI(4) E AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" PLAN FOR TITEN TO CMU �4cSEE CONNECTION ( OF T E L S LAMINATION 2X4 "T" ON TOP OF LL� BLOCKING, FASTEN WITH L 2X4 BLOCKING'W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARAG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 8� SECTION SCALE: 3/4" 1 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS T IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT ?"YA" RAIN qF:F- M/.q-q CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131 TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON —DROP GABLE END DETAI L 0 SCALE: N.T.S. 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ z Lij \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 'ILI' BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-10" - 6'4' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �_STUDS @ 16' O.C. SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD ENDJACK 1 V-101" MAX. LLJ 0 '0 RCORNER JACK CORNERJACK < z z IX 0 0 E_ HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING-"-, 2x4 "T" BLOCKING @ 481, O.C. 16d NAIL 1" BRACE ATTACHED 1 Od NAILS 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL @ 4" 0. W/ 10d NAILS TYPICAL 4� L !A GABLE TRUSS WEB SINGLE 'ILI' BRACING DETAILr6 SCALE: N.T.S. S5 DIAPHRAGM 48" O/C 1775T77 ,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE /"'_7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. < < LU C3 UJI C? C? U-1 Uj :;t < 9 4 C) d LU CD < - - - - - - - - NOTE: 4- 1 Ufl UHUKD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM O.C. @ 16" MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IF, r -1.1-S ce) 3j -0 cz; 5 C- i4 t let;,' 0 1 % L '�CSSIOW N �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for t a structural engineering portions of the drawing pages bearing ingineer's signature and seal. � NA, 110A, W 'cT, E 0 n 8 kN, A �p' C) 0 00 U:31 t1_0_ r1L N q rm- -uj Lu _j uj 20- ot C? C) W N 0 0 2 0" a) Ir W U) 0. z < C14 < �Qr 0 0 < 0 z 0 U) W 1:111 ;�_- i�� 1 < C. i Q) CD 0 Cn LU 0 Ljj V) V) U) U 6 E In , �� I Z M - 8 Z_ 0 , U) C2� 0 U_ c6 E m. F= 0 CU '1:5:' E ZE 0 2 , 00 0, z C-0 W I0 z '0 IT M 5�F z< .1 z0' z' C/:) < 0 0: - 0, E2 I '0 Mj 0 1< IT 01 zi C:) TZ (0 1:0 L) 2 3: N co LO L) C') 0 a) C) LO < T— LO E (0 i4i 0 0 z ca z E (n - M E 4i 0 C _j JOB NO: 23-06116 SCALE AS NOTED SHEE7 NO. S5 I If, -I-[ - - - T— -T— fl'i'[ It. 1',i J I I ---F- T-- FF —T T I T3 CN CD < 51, PI) Cli LO C� LO CD a- 0 r') E co 9 d) E 0 0 9 -2 tz 8 C'4 LO r-4 W Li _29 :1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2,5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 112" GYP. WEI OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ��ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " K' @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WEI INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER LU PLYWOOD SHEATHING _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Lij 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. _j Uj D LU U_ = vj INSULATION PER CHART ON FLOOR PLAN B �R )fETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC, KNOCKOUT BILK. W/11#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) Cl) LU 0 4"X4" INSPECTION PORT AT LI_ _j W 0- EACH FILL CELL TYPICAL UJ U) 1x WID FURRING @ 24" O.0 AT GARAGE CONTRACTOR LO BASEBOARD TO CUT BLOCK OR POUR cli MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE 4 4 a. 00 4. 0? cli 14 /FINISH GRADE 6x6 W1.4XW1.4 4 WWF OR FIBERMESH ill -:I I \—STD. 90*HOOK T -1r=,, i -ir (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4" 11-81, (SEE DETAIL) TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" B SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W1 O.C. ,OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING E TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED IF PLAN INSTALLED PER MANUF. \\—SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 2"x4" CROSS BRACE 48" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLO KING& MIN. 4" EMBEDMENT END WALL W/(2)10dx3" @ EA. LLL-L IN KO BLOCK END INTO 2"X4" BLOCKING SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION I Il PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 11— — — 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS": 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 U U WEEP SCREED INSTALLED PER. MANUF. C v SIMPSON HETA20 wl (8) 1 0dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 11/2"=V-0" �6 NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ',,­ SPECS ON FLOOR ADDITIONAL INFORMATION --1/2" GYP W.B. MIN,@ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-10" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 Old 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS@ 16" O.0 TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A A' A 4 CD 11-11 r__I 11— 117-1117-- qj;:�_, (3) #5 CONT. ON 3" 8 1'41 8"_� CHAIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION 'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 rR 15/32" OSB EXPOSURE1 FIX r SHEATHING PROVIDE BLOCKING AS REQUIRED PER C 0 SECTION X-X IF LU NOT FULL HEIGHTSHEET-fj W z L G FLOOR SYST M 4 (2)- 2x TOP PLATE BEYOND I —15/ 2" OSB EXPOSURE 1 SHEATHING w [IF LU z: SOLID 2x (0 g BLOCKING @ALL _j yi, SHEATHING 0 U) EDGES(SEE OPENING ___I, I I SECTION X-X) Li 0 "A R Lu 0� __x. _2x STUDS Lu w 7 BEYOND. SEE PLAN LL d 0 0 —2x4 P.T. BASE \--(D--JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEEPLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING /�Ill 1/2"' S 1/2' S 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/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X DOt�, 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END C) LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THAN Y8". < W z NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL (D NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 < @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. ui STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL 0 L Lu �X- �O q) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER < �- 0 En wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. P o 0 U) C'O 0 LL �- 2 @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL —1 W LU U_ LU 0 0 MEMBER IF GABLE END _U) NOTE: " C� WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 -ROWS 12d NAILS 2 STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" OIC FOR 2"x`10" OR GREATER HEADER 'SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN ��S 4 \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ob- 0 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 -0" (R302 .11) EXCEEDING 10' I 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. WWF OR FIBERMESH SLAB W1 6x6 W1 .4xW1A 4 All-A A A' S... 77M7 M SIS . 8d NAILS FOR WALL SHEATHING MUST BEMIN.131 X2 1/2 . 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 EAEND EAEND EAEND EAEND V-4- (1) (2) (1) (2) (1) LSTA30 4' -9. (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) 1 (2) 1 (3) 1 (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W1 (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 [T— (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" r ADDITIONAL INFORMATION. S6 . T__ et"). i--_j 0 . %a- C— C., ce) 3 T C..; c- iP4 CP co r - �2 ...r C 0) 9W -5 x S 0 :-t:: '.3; 3; 0 .5; to 0- 5 IS ;p J _]� 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. MEN 0) � W IT E AW Aii 0 0 E" Ng co 0 0) U5 04 C) A 9 0 P-,�Zq 'n`�, CE5 LL U_ a- Lu S2 z IS -, , I 6 z INA 'I _T 2: C� Z� 3: 0 W 0 x I& W U) . M z 0 :t co Z LL < go z (D < < < 13 CD (1) u- 4-1 C_/D (10 LIJ 2 M W (D 0 V) V) rn U Lu E 2 8 m: 1 U 5 U) < 0 44 c.0 cl'� z z cu E g Z CL 0 E-= 0 w� 00 .0 01 cz, E o < 0 1. 0 < XZ < 0 0, z M _j 15 01 E� z C) < �- 0. zz 10 C/D 2 1 -z W C) M N, '0 18 _j 0 a) L_ Q0 Cc U) .2 co L0 CD C) N 0) C:) 1) U C.0 LO E :L--M I— C (.0 U') 0 Ca z :3 E Ir— cc CL E 0 0 "a 75 0 _j < 0 C: _j JOB NO 23-06116 SCALE AS NOTED SHEEF NO. S6 (MONO) LLj CD C) c14 cr L0 :19 L0 C� LO CD C> Q E cD E 0 o a LZ C�4 C:1 Lo Cl- C14 SN LO r IL5 M SCALE: -21', = v-0,, NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, VV/-%LL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-" AND-1-'GAPTOPAND 2 BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR IX4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST SYP CUT TO FIT NOT TOUCH STRINGERS NRS IN WALL —2x12 SYP BEARS IN WALL B x4 BLOCKING FOR 2x12 X4 PT UNDER 2x12 —2x6 SYP ROVIDE MOISTURE OVIDE MOISTUR/E PROTECTION LZATTACH ALL COMPONENTS 2 A SYP BLOCKING I W , X OF STAIR TO CONC. W/ I" X 4 T Pt FOR STRAP 3,, CO S M '0 C 2x4 PT NOTCHED INTO STRINGER—\� 2,4 TAPCONS @ MAX. 32" O.C� (SIMPSON MTS12 w/ "A rl A � I jr=� N AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS 7 NAILS) OF STAIR TO CONC. W/ " X NAILED TO STRINGER 1� 214'TAPCONS @ MAX. 32" O�C. \ 1Z (I EW "All SECTION VIEW "B" SCALE: V= V-0" SCALE: 1 V-10" GN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER I 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GA TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A135 C 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGE\R (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 1 Od x 1 1/2" STRINGER CONTACT POINTS NAILS) CTION VIEW "ID11 SCALE: 1 V-0" PLYWOOD x YP CUT TO FIT BEARS IN WALL T--'2xl2 SYP BEARS IN WALL BULLNOSE DETAIL. SCALE: I"= V-0" INGER GLUED ) NAILED SECTION D-D. SCALE: I"= V-0" —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON '�x8 AND 1/2" GAP TOP AND MTS12 w/ (14) 1 Od x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) A----2x4 AND NAILED TO NAILED TO STRINGER FRAMING DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED--\ NAILED 2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST STRINGER AND TAP INTO FLOOR WITH GI-Un�� NOT TOUCH STRINGERS AT STRINGER CONTACT x4 BLOCK I N KN EEWALL FOR 2x1 2 NAI LI NG POINTS 1, x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW, 1,=j,-0" SCALE: f 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 0 H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1 " = V-10" Llt2x8 SYP DRYWALL STOP MUST X41 NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 71" = V-0" -3/4 PLYW( ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW VIC111 FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER!" EDGE GOLD 4 OSB OR PLYWOOD OR 1 24-'X16" LVL ATTACHED W1 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SCALE: 1 " = V-0" y^F ,t SECTION VIEW SCALE: 4" = v-0" SCALE: I"= V-0" CONN. TO OF NEWEL PER CONT PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. - POST LET INTO -OCK DE "ING )X8 BLOCKING 'OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 " = V-10" JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT - TO )ISTS) 2X STRING�R 2X B OCKING PSON MTS 2 w/ 1 Od x 1 1/2" NAILS DOR �3 2X BLOC ING R IS IS R VARIES ECTION VIEW "H11 SCALE: 1 " = V-0" C". Cn C—C"14 -,C3 C� W cc a: - 07 r- co 0 W Ev 's . . ....... Ae To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 2K, W 2V P , 5 8 Aillllll1lll� E 8 Uj00 0 a) N 0'o C? 5 0 N C) M LL U-1L Lu z 6 z W Z3 Co N 3: C, 0 W z LL C/5 cp co �� Zo < r L0 M z CN < 01 0 d 0 < L) V W 0 U) El aQ) X, (D Z5 4--J 0 -a>ul Ln S 05 U) E 0 U 0 U) < 0 - 4 C13 < U- ce E CD.- 0 C, clE �0 0, (n (a .0 W U:) 0 M 0 < <0 M all Cl> 0, C: C:) M E2 (1) Cf) > 0 0 (.0 < 0 U) .0 3: ca LO 1--00 'It 0 co CN 0 L0 < 0 N LO E LO 0 z cc E T— (n - cc c: M a: E 0 1 0 -1 ---- 'a 76 < 0 1 a) -j JOB NO: 23-06116 SCALE : AS NOTED SHEE7 NO. S T T- 0� CD 0 -0 LID C� LID .!1D 0 ::5 10� a lz C14 CD 5�_ 0 0- E E 0 a_ LZ C) C14 LO C�4 C) C14 !;2 LO Lj DOOR JAMB (REFER 1 x4 1/2" DRYWALL F DOOR JAMB (REFER 1x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT r-1 x4 F1/2" DRYWALL TO PRODUCT P P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. I '1� - IN) APPROVAL FOR CONN. x4 P.T. x4 1X4 FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" L1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH ENDw/ MIN. 2X8 LL111X8 BLOCK@ SPACING PER MANUFACTURE 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. A17ACH MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N APPROVAL FOR CONN. 1/2" DRYWALL 1X4 112" DI 1X4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 7EDGE DIS_ 2" EDGE DIST. N.* APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.0 & L END w/ MIN. 2" EDGE DIST. DIST FURRINi 4" FROM EACH END W/ 2x8 P.T. W/ ATTACH S ECON D PLY W/ r) T A" 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSKcc'� SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)lOdNAILSINTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR- \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S ,A7 Sz BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN EMBEDMENT INT��K. /4" MAX Irl Z-O" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK B—B— SCALE: N.T.S. � �S 0 S 1��B ON T ULATION SECTION A -A 8" 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. V1 (3) CONT. V S TAPCON AT EA. SIDE 12d NAIL BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 11 4'MAX. RAD. EQUAL MAX. 8" PROPER INSTALLATION t FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90' HOOK ±5 A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS 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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C, 12 JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED LL PER NAILING SCHEDULE (5) 12d NAILS IMPSON 2X4 2X6 TO H2.5A W/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 000, 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" OR 'IN". 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER 9 ga. PANEL ANCHOR) OCCURS #5 CONT. TOP & MID 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 6'-0" 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 AN A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT M= ��M��M PRESS PANEL REINFORCING INTO PLACE. t, COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE 1> -III- i> G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE A C14 REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11 SEE GLASS BLOCK INSTALLATION NOTES. CN TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1 -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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 R1 60 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .40 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 MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-101" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION #* DO NOT DO THIS kR YP.) - 00 THE :S ## #40 #5 REBAR (TYP,) 400 07D. 90- HOOK (TYP.) @ FIRST COURSE FILLED CELL INSTALLATION H SCALE: N.T.S. Ss SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN Or= KI/%rr! 4 Mr7I BRIG WALL TYPE PER PLAN 2X2 #22 P. I. IVI 11-4, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED i ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: SHER W/ CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WA MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S ALUMINUM SOFFITS >1'-4" REV. 09-10-2021 BLOCKING REQUIRED, FOR SOFFITS < T-4" SF01 CALE: 3/4" = V-0" FOR MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?,� +1 + + + t + + + + + + + + + + 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 Z-113" DOUBLE 2X4 SCAB FOR Z-13" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIREDTO + SUPPORT SOFFIT 14� + "L, Vv, ++ CENTER SOFFIT PRECAST LINTEL % SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" ANIn _qPr -qHPPT n' Sim PSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1, z 0 U) U_ < < U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C., 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ D 6" O.C. EDGES AND 12" O.C. FIEL /- ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W1 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS ( ) "X " TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. Fl LL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR 4 FURTHER INSTRUCTIONS.� OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51 -011 NISH #5 BAR CENTERED W/ 2 C? CHAIR BLOCK IN TOP KNOCKOUT/ % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT . . STANDARD C) -1 99 HOOK C14 #5 BAR IN FILLED CEL L It STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING 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 SAW CUT J__U/ 1 SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C413 C14 % 421, 6 CLr- = cc C..;� C-4 __j . -0 a! t .9c - - 2 W 3:2 2 2 C" M cr- = U, 5- oNAW1111 t 4'1111itf/j/ AL' A OR 0 vv I AV -%,' - C=> S Lcl� .�!o 0 W� 11114 "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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W % AAA=k E 01 IC3:1 "o ID 0 u: �o A.P 0 rc� cl� j LL LL Co LIJ a- v 11, - Z -a z � W W Z X t co (N z; 0 2 C� 3: 0 M 00 Z LO ce) < < 0 0 z W El (D - !2, Ln 72 CD U 0 U1 V) C�, =D E cl'�- Z z < cd- E CD_ 0 E C', Z <� C.0 E 10 <- 0< -z '0 z 2: CID < < A, 0 1 z < z W C> U:) C> z < Q 0 Z 0 1 �; < I 'D, 4" 0. 0-3 C: 20 E2 0 > cyi "It 0 (3) L_ (0 (10 :3 T- 07 co 0 00 4- LO 0 (D co C) M 0 L0 0 CN CD LO E M =3 (.0 CY) i� U-) 0 :E z r_ E E (n 45 ICU C CU a_ 1 0 0 0 _j -0 < C JOB NO 23-06116 SCALE AS NOTED SHEET NO. ISIS = Z� J1 -1 111 E-LL 1 T—Fl- _T _R LO 0 C, LO C=! LO :5 U) i� 1�0 C14 C) C�4 E E 9 SN LO LO 129� _-5; M CIO CROSS BRACING DETAIL (TYP.)- SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d __W1 NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--<-,--- 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI I wu �'w ­�l I I I A— v v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.C. 2x8 BLOCKING NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX& EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A I I ----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 7-(2) #5's CONT. T&B w/ 4"' #3 STIRRUPS AT4'-O" WHEN DEPTH EXCEEDS 30" GRADE ------ SILL � �15 PORCH SCALE: N.T.S. DIAGONAL AT 8'-0" MAX TRUSS #2 SPF 48" O.C. W/ (4) VERTICAL SCAB 2 x 6 1 Od TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2"' CL Ld 41, < z U) C14 PORCH SLAB SEE --- FOUNDATION PLAN Lu U-1 U) 2 z 7 2 LU (2) #5's CONT. T&B z W/ #3 STIRRUPS AT CN 2 4'-0" WHEN DEPTH -LOWER OR EXCEEDS 30" GARAGE SLAB SEE PLAN OWN LARGE STEP D rl 7*'� SCALE: N.T.S. SCALE: N.T.S 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLA 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E '"'u AN SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS �'A HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 § -1 ULI Uj Uj U) SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION -,,"TTSEE P LAN /-EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE :7 EXCEEDS 30" FOUNDATION PLAN ADE % 1'4' ENTRY PORCH SILL SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN Ll FOR COLUMN INFO WOOD OR MASONRY V INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID ASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN L INFO EE WALL MAX 3 1 lop OP K.O. COURSE CMU BASE W1 (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED \IN MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAY - x V_ Ak SLAB PORCH SLAB SEE FOUNDATION PLAN EVEL (2) #5's CONT T&B W/ 7— . 04 MIN 3" x 3" WEEP HOLE SEE CUT CONTRACTOR TO INSTALL #3 STIRRUPS AT 4 SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SI L L SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Od NAILS SIMPSON HUC410 w/ (14) CENTERED AT 16d INTO HEADER & (6) — SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL —EXTE ND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" kSEE PLAN FOR CANT COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. SCHEDULE/PLAN & ADDITIONAL INFO. ____--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR —+— REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO t-N f)r I f-N K I n OPTIO A 0 SE SCHEDULE/PLAN OPTION B EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN SCALE: N.T.S. NAILING SCHEDULE FOR BEAM SIZE & BM. SPLICE OVER CONNECTION INFO.--\ 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR >< SIMPSON MTS1 2 W/ xx (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� SCALE: N.T.S. S I M PSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A �A SEE PLAN FOR TOP OF JEAM ..' 1, — —1 - SEE PLAN FOR CANT. IF INDICATED 0 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. IN MIDDLE CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gd--� VARIES W/ X ROOF SLOPE '---2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR /-ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL (7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS W1 (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAI LE R w/ (3) 1 Od IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W1 FRAMING PLAN SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLYTRUSS --j SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 W/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH =--MASONRYWALL SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" 1'-0' )/2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 4. GARAGE OR 2Z LOWER SLAB SEE PLAN F _ADAfl_� n COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. OP WALL "4%EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR R E REQ'D CONNECTIONS ��r x 2x4 #2 SPF STUDS @ 1 2 12" O.C. W/ USP SPT22 _;2 @ BASE & SPT24 @ T( TOP 2x4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2"' I ANCHOR @ 24" O.C. W/ V'c MIN. 6" EMBEDMENT V_ 4 7-.X` ------- 7 4 X - ------ 7 4 4 I MAIN HOUSE ! SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT o 4 4'-0" WHEN DEPTH EXCEEDS 30" A �A V-4" SECTION GARAGE MONO( 21 SCALE: N.T.S. C__1 cra 0�' cc to -1� cz; C- 3 e "S to 0 "'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 sea] is only for the structural engineerng portions of the drawing pages bearing Engineer's signature and seal. ab"Irl 0) W gt OE AMA" W� 101 CC'04 0 2" Ui 0 C? U) 0 U) 14r. 1. '�j0 i'g N'q r: u I N LL U_ uj .2-a- U., Z q: Q� �c 13 C? �.F 0 1� ��14 on-. 11-11i CZ Ir M - z zo Z� 15 IL 7< � 11111"AR W 0 3 00 < 0 z 0 W 00 0 a 2E: < 0- V) 4­1 Uj 0 L.0 vro U) U Z� LU '� E �01 < U_ ca E < g- 0 E u Z' C' 0 Do C0 E < 0� 01 �z ?w ra a) t * � z < 0. � 2 .0 0, Z, z co I �� c� 1z < . _�5 1 < z- Q C6 �0 < � C3 < < 0 § cy) 0 6 co CD (.0 co 0- -,e 0 U) 0 L0 CD C) C-) C) C14 LO 0 N < (D LO d) E co 'E (0 CD i6 LO z E r— cc r_ 0- E 0 16 _0 co 0 _j JOB NO: 23-06116 SCALE AS NOTED SHEE7 NO. D1 (MONO) 10 1 �J_ I LA 11 1 A1111 I I I I I I I 1 11 1 1 1 T --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING. IS INSTALLED). SEE FOR BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD SIMPSON SP2 w/ (12) 1 Od NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D, TYP -7 SIMPSON LSTA24 w/(18) 10d NAILS 2-2x4SPF SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. SIMPSON SP1 w/ (110) 1 Od NAILS (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF P P AT STEP DOWN LOCATION, MIN 7" XSP EMBEDMENT PAST STEP. BLASE PLATE C: B C EIRED (�F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS I \—(B)--/ INTERIOR HEADER AT 16" O.C. U.N.C. (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS TYP. F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x4P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 wl (6) 10d x 1 1/2" EACH SIDE 163 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE + NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 1 Od 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) 1 Od TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET,—\ A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH S I M PSON LSTA30 w/ (22) 1 Od NAI LS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. ++ + >< BLOCKING INFO 1. APPLY SUB LO '�T FLOOR + 1�' ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 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 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) 1 Od x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C.. 1 Od 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 FEETBUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL--------_ NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)----- TIE BEAM 1 Od NA I LS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. ne 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) 1 Od x 1 1/2" (USE SP6 FOR 1 Od NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D, JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 1 Od 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 wl (6) 1 Od x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 1 Od NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj_o_-� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIE U.N.C. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 wl (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. ( )R 2 PLY GIRDER �USS. SEE PLAN FOR )NNECTION. __E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE r I I �NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN F���' COL. SIZE SIM PSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) 1 Od NAILS BENT OVERTOP 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) 1 Od 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) 1 Od 1 Od x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK w/1 Od NAILS FLOOR DECK @ 8"o.c.. FLOOR TRUSS/ WOIST 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 FLOORr4N� SCALE: N.T.S. � 7 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTICI TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER wl (2) 12 TOENAILS HEADER FLUSH TO OUT%( DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O.. 2 x CONT. T & B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCHJACK 2 STORY COL. GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" 0/ TOP SPLICE PROVIDE 2x4 ON —J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION Or= 0 1 MINUMMU r-1cmur—ri CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x x WALL) @ 24" O.C. BOX HEADER (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND OVER TOP PLATE SIMPSON P2w/ (12) 10d NAILS AT H. h TOP AND SIMPSON SP1 w/ (10) 10d i -H I U NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) A.'Ji `—ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24w/(18) 10d NAILS — (2) 2xHEADER SEE PLAN —MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2)2x SILL PLATE ��2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. Cn C.11 1xx 'IN 0 VV kkt�' ,\\\N S E N 0- C� W Uj 4 01� F. SS To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlda Building Code - Residential 7th Edition. Engineer's signature and sea[ is only for the structural engineerng portions of the drawing pages bearing Engineers signature and seal. W IN, 0 2 00 co C C:, C') 'T Ca U_ L t 'U C� 0 0 r M oc, 0 WIN, C-i C.O. < 0 00 0 z W E3 Ewl L < ::c Q) 4-1 U 0 0 V) V) 1710 1— U) c) 6 LU 6 E U, �ffiw .4 as- E g Z < ca_ E 00 .0 E CO . 0 < . , ro t z < < 0 zr .0 0 z M 15 C/) < 0 z CD M 0 .0 > co 0 CID (0 Cr U) 0 3: CN L0 C) C\1 0-) LO 0) C) 0 04 7— U') E CY) T_ CD �j LO co z E E 0 0 _0 CU JOB NO: 23-06116 SCALE : AS NOTED SHEE7 NO. D2 :_z I N I _C� LO C:) 0 =3 U') C LO C� LO 0 C: 0 C::1 5�1 0 M_ E E n W LO L0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER :.., 1) SEALANT AT 4) SEALANT JOINT VONDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOWBUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADD NG AND VANDO I FRAME _��V 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET NTH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure, resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UPJ-:� WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,< UNDER DECKING (SEE DETAIL WP07) ED FLASHING I %SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 Q 2 SEAL TOPS OF JOISTS §8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE /F- WOOD BEAM JOIST BELOW . ....... ........ .. .. Z �7ZSINGLE JOIST SELF -ADHERED -ADHERED FLASHING FLASHING SCS 06 02 WINDOW FIN INTERFACE WITH bLL1--AUt1l=KLU FLAbHIN(3 EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL-­___ PRODUCTS DETAILS TILE FINISH ------- WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK-----_ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the Rinstructions numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED .11 6. Fold as shown by arrows 2 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE 'R Q V-4" PER PLAN V-10" PER PLAN >4 4 4 4 -4 SHOWER SEAT < SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Lu C/) > 00 < Z Z Z CL LU Lu U) C/) LU Lu rr I-_ 0� < Lu W i� Cn 0 - A V_ WINDOW UNIT DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBIFLOOR other approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No 15 asphalt felt shall be a lied . horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 IT D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Q (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 0 1 EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLASHING, SEE FLANGED WINDOW (SEE DETAIL VVP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6' ADHESIVE AS SHOWN) contraction, ASTMC 128 1, AAMA 812, or other approved standard as appropriate for the type of sealant. Flu id -applied membranes used as VERTICALLY FROM THRESHOLD shall be installed at the following locations: BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: C I NSTALL SELF -ADHERED F LASHI NG JAME, 8, HEAD F LASHING SEE FLAN VIND �W 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 g I manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER L120 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under ]so 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. 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. 7.7.At built-in autters. Water Resistant Barrier :LF-ADHERED FLASHING TCH HERED FLASHING I4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE To TOP OF FLANGE AS AN AIR BARRIER y 3-1/2" INCH FLANGE - ----- ---- THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. DO NOT SEAL. ::771 CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 ------- C_ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY - SHEATHING, 'OSB*, PLYWOOD, DENSGILASS kSTER STOP NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: e ui Ing paper an meta lath must be installed over the top of the weep screed. /`8*N WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Cn CID C.') CU ce> C1,11 C=> C=. To the best of the Engineer's knowledge, informatIon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) Aga 4 E 8 oroff-M S-1 0 UJ5 .2 00 � co �w Lu . ... .. 3 C: W =.g M CN 0 0 Z, W Z LL (0 co Z a < 0 Z W E3 lu--)] < ul XCD 0 0 LU 0 V) �] 'u = E U 6 61' <c 0 1441- c::, Co 0 Z < U_ cz E 12 Z 6� C>_ 0 E U CU 20 00 CL C,0 E 7. " 0� C., < Z01� M C, X C: 2: C) Z R 02 0 W U5 C) Z M 8 - MJ C"> Wo 'M 5? C:) E2 a) > CO _J 0 11 CU (3) CD < co U) CN ca LO +- 0 C) (3) 0 CN a) C:) U') (N < 0 N I'll, CD LO E -E 0 Z Z E Ir- (n a) E 0 0 '0 JOB NO 23-06116 SCALE AS NOTED SHEET NO. WP1 Mounting Brackets f I D Gaiuge� 4-V2'x4-1l'2'x2-12' Tr Sack Cross Support See Anchor Schedule (May be c Lit to W) Rl g lit Bracket 6 Ga We) Bolts 1,12" Diia� A325 Galv� ffyp) 00477 14Self-Drilling A/C UNt Bottom Edge HurrIcareStrap (TVFJirA 3 in front) washpurs Front Cross Support Self-LxMng Nut5 (May be cut tow Left Bracket (16 Gauge) Strt�yvs`rhru 13rickeisS BackCross S-upport Into AIC Unit Rottorn Side (Typical: 3 each sicie for hurricane Lise) *-fiL AlIALILnuo comisidc"uns - pr­­61 -de dosli JAcirri­ -'Lr 131�� R21amed S" Errank4rig tripman tiatilteen, f- will! app4l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Qual or� 12hd?202 140,400111 C-40 Enalty.ir Ewe out- me 70DO Vk"I0m Manufacturer 5,onlact Anignoir& Oconee Vollicil By Valldal.d subrailimill Apprpvo literms Affirmation 2020 S. H Vart Pr.d.cta. no Michael Griflam Hermes F N­ P.E� _�Ka Dowser P,e. 1VI612020 i2J16M20 12t28j2a2O App-d Cas:�ry,. atrosturud Components (377) 441-8368 PE-7377B (334) 30D-1800 Subcategory-. Products Introduced as a Result of 'fea.-tv,satc.. , . Tach-logi Cournpli-P. Method; Evaluation Report ionn Fields Registered Nchrt.o or. U-s.cl Florida Professional Engineer IF L14104TO prod. at. QRdltV Aesurand. Approved Rur U a a Amproviud for Use Impact Design Sue, E or Name Product Duicriatip, I. HVHZ outside HVHZ R-Want pr­ .==drri 1 #1540�510 Due( Fundron Flood and V.11flatim Vert 1MV2023 Yes yea Nos .10OV'100 2 Sms, HV.n� Md:: 4 540 511 Dust Function Flood and Verfift,tipn Varit 12J3iGO2S Yam Yas MIA -iWim 3 SmadVen Mod # 54 52 ' 0- C od 1:�,:,1�1110 V It 1MV21323 Y. Y a WA -100�11)0 0. 1 4 S rVant vipce 1 #154 52 !1 ad F!.od Vent 12G1121123 yes Y.a NJA 11001-1DO 5 Smart ..tM.ddI#1t40_524 168qua; Gar.ge Door Flood Vend 12(W2023 yes yes NYA N/A 6 Smi Model 41540-VO Wood Well 1, sulabid Flood Vent Y., Yea NiA -1 00� I DO 7 Smarrient Model #1540-574 14.5&qud, Garage Door Flood Vent �2JW2002� 2J3iJ2 23 1. yes N)A WA Florida Department ofBusinas" & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 e I IM4M21 QQd9 Entry Date Data Date Pennine 0". Dm vursior Mamurizueturar Contact Eni,,,, & 1-1cons, validated BY validated Subsnittiod FUC A,,,,,l A ...... d Status R-isid. 2020 Drexel Metals, Inc, Jason Shumate Zachary R. Pleat Look. 3.vd.ir RE 118(10/2020 08IU912020 O8f2Of2O2a I 011aCO20 Api,,-c! Cassilaril: Roofing f502) 303-1511 PE-74021 (3341300-1800 Subcategory; Metal Reeling Nhum.t.@drammat Penn Compliance Method: Evaluation Repon from a Fl,hda Registered Architect or a Loorsed Florida Pros-ional Engineer FW74179-FIS Pr,dl QuallivAssuraunc. Approved for Use Approwd for use Impact 00,0011 Sea 0 Number our Nam Product Description coultragLOX on Date In Hl OVtsldo HVHZ Resistant Pressure I -s' System, DIVIC 10ONS, ONO 1506S, OMC 175S, DMC 20eS. 12131 5 yes No MIA �01_180 '"G 5V Florida Departmerytof Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail F.ge 2 qf4 code Enflit, a, Data Dais Data PeIding Date ]We version Manufacturer c-lack Empire. & Limans, IdigigIgouill Vandal. submitted FBC A­.val A-zi-i status Revs or 2020 Thor a-7ru Corporation m Steve Jitaim.son Lyndon F_ Sch midl. P. E_ r Ryon J. mg. P. E. 0411WO21 1MI/2020 a4�212021 06,06,2021 App-d Category: Exterior Doors MOO) 845-7628 PE-43409 (813i TGT-6556 SuirCatelicileo $Winging Emdorior Door Assemblies 5JaSPffsorQIhermatru.c Conspi M 'thad: Evaluation Repor trm a m Florida R,gistaradArdhiteders Licensed Florida Pi-offessimal Engineer FL420469-RS product, !��xtv Aporew,ul for Use Approved fur Us, Il Da,l- Sac, # N,-I,r , Narn, Product Doserill co in HVIHZ outside HVHZ R-1,tent air ... ure 1 Flider-11-le and Smooth -se, Nominal,38439:8 8quotluipmel8quat; Opaque 12(31f2025 No yes Y_ WA Camp-te Edge Fbeirgiiis, Single Door (InswimWatming: X configuration) 2 1, Therma-Tru Fiber-Clessup and Smooth -Star Nci 6&935:B &qutI.p.q1&quA; Cq. dide 12/31,2028 No Y., Y­ NfA Cm posse Edge Fiberglass Shoe Door with 3idilite(s) (1-ingfiCutsxing: XO. OX or OXO configuration ) 3 c. Th,un.-Tro Rlbar-Claaai� and Smooth -Star Norphol6ti,139:8 8quotimeact8quot; Opaque 12/31,2026 No Ys Yes NIA Composite Edge Ftergl..D.ulgla Dect-Wth or without Sidelites, (InswinglOutswing: XX or OXXC corrignir.tions) 4 d� Tharma-Tm Pit-Cla.se �md Smooth-Sar Nominal 8&#39:0 &q..t:Innpd8q.., OI:asq.. 1=1n(126 No Yes yes NIA Composite Edge Fficat9l.. Single Door (In-IngtOun-Ing: X configuration) 5 s. Tha-.-7,. Flib-Cla.,is no Srrech-Se, N-in.1 8&039;0 Opaque 1213112C26 No Y. yea MIA C-ip.alfta Edge I'llb,eJ.- Single D-wit, Welitca) dra-Ang/Out-ing; XO OXor CXO d.fig-d ... ) 6 f. Thermi FibenCleasicaund Smooth-Ster Nornmal 89439;0 &quot;mPactkuaL Opaque JM112M No Y. Yea NiA C-pp Re Edge Fiberglass Douible D.-ith or six without adalltes tlnamvingdOut�ihg; XX c, CXXO configurations) 7 g- Therms-7. Filbar-Cla,sis and Smoeth-Sibr Manned 6&#39:8 A�cupt;lrnpad&cuct GI-adi 12r3l/2026 Y.s Y_ NIA Carria.ut. Edge Filpergl-a Single Do., (IrswinglOurt-lmg: X contgunstors) 8 h- The-Tru Fibar-Classid and Smooffi-Ste, Naml-I 6&#39:8 GI -cal IM112028 NP Tea yes N/A Composite Edge Fiberglass Strips DoorwIth I Sid.11h, al�i(lmz. ingiOut-irg: XO, OXer OXO .dnfig.�� coal 9 L Tha-.-Td Fibar-Cl,isdo and 3-th-Soar Nominal 69439;8 Glazed I n112026 No Yes yes NIA Composts Edge Fiberglass Double D.-vith or withp.t Sidalit.s dm-Ing1O.t-I1g; XX or OXXO configuriatitim6l 10 i, Th.-I-1. Fibal-Cl.alic and Smaci Horil-I 8&#3S;O &q..t;mp.,t&qudt GI ... d 12J31=6 No Yas yes WA Comp.efte Edge Rbergas. Single Do., tIn%Ing(OUts%IRg: X ConfigUradon) 11 k. Therma-Trut Fiber-Cimar, and 6mooth-stur Norninal 8&#38,0 &quot:Impect&quoL Glazed i2QV2026 NO yea ye. HIT, CornpoTte Edge FithttiassGungli, Do.rwith Sdauhns) (Insodingnutswung: XO. OX or OXO domfig-lia,$) 12 1 Th.-TIv Fiber -GI. -I. and Nominal 68#38:0 8,cluat:Impacrkluct. Glazed 12rJlf2O26 No yas yes MIA 1-amposte Edge Fibergl­ Double D­iith without 01dolitca (Im-finglOutseming; K,�,dr O)0QQ ,drit. tellers) 13 Therme-T. nbu-Chs]. and Smoollh-Ster Nominal 6&#3S:8 ticlud;Impectr8quot; Glazed IM112026 No Y. ye. MIA Molded Open Composite Edge Fbargo-99 Single Door do swingeOut-Ing: X configu mhpn� 14 r. Th,m,-T,u riber-Cl-si, and Sncoh-Sor Noml-I "424.5 sqat:Imsec18mq.ot Glazed 12131f2026 Me Yce yea N/A Mold d Open Cmt-luto Edge Inbargiass Single a' Door with Glazed Melded Op. sdalitafe) (Inwing/Outs,aing; XG, CX or DXO scrigursticos) 15 a. Thema-Tru Filbar­Cla�sic and Shooth-Ster Norninal 6&#39:8 &qut;".t&ql Glazed 12)3lM26 No Yes yas NIA Molded Open Comp-Ae Edgia Filbero-, Double Door ,ith or without Gazed Molded Open Sidelite, (hav, nglOutswing: XX or OXXO configuntions) 16 p. 7m.-Tru Fuh-CI-1, and Sninoth-St., Nominal 6039:4� &.qUa�InNxnhsqdtC1paq­ 12,31=6 Me Tail ye. MIA Composite Edge Fiberglass Single Door with Modeb Open Sid.11t.is) inewintiOut-Ing: XO, OX ., OXO comfig.rations) 17 q Themn.Tru Rther-Classid and Strooth-Ser Nominal 6&#39 �8 aquct;Impmot&qat: Op"ua, 1213112026 No Yes yes MIA Composite Edge Fiberglass Double Door with or without Glazed Maded open Sicalites �i, -I,g10uqt,.,Jrg: XX or OXXO carfiguationa) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application betall P.g.1 al 1/5)2021 Code Entity ar case Date Date pending Date Tyne Version Manufacturer C.nt�a Erice-er & I-soans, VRd4,c1 B, vAdalled sIbmittrid FIFIC AIo.vl Am,,. stat-s R-1clem 2020 POTInduitri.s Jame R.sowpki Milaml-Dade QCCO - CER Mlami-Dado Bco) - VAL liil�2020 IOJ2012020 11 a4f2D20 Appromed caa,gm,rin Exterior D... (W) 4OG-0100 (766) 315-2500 lluhrel.g.ry! Slidling r.W., Door Assemblies j,os-aki@;pgt,ndWrtea.a Cbrupliancals.thod, Certification Mark ar Listing am FL#251_R3a Products cau.lt� A.-.unce A­.vadrastlae Averend for Uay hami D..Ion see PLad 3­101- Contract E.Pirati- Data in HVHZ Outside HVKZ Resistant P-sups 9 Sao:5,O(La W ".4. ep.cfi Vnylslidog Gi.a Door 04114/2021 yea Y.a MIA March 6, 2023 PROwL")UCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbir a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12131/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/.2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80,0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C, SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248, 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 + 34.41-38.3 psf 12/31/2023 D, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537A NIA (see inst sht) 12/31/2025 2. WINDOWS A, SINGLE HUNG Mi Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239,2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Senes FL16603 +60.0/-60.0 psf 6/2212023 B , HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NYA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flanae Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows, and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL k SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R,5 +54.2/-54.2 psf 7130/2023 C, OTHER. 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B� UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Underlayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (fbr Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/23/2023 C, ROOFING FASTENERS NOTUSED D. ROOF VEN11LATORS; Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Pro -ducts, Inc Vent RV10 FI 21580�3 N/A 12/3112024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS k STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076,2 Ni 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components, Alpine Truss Plates FL1999,1 - FL1999.4 NA 1.2/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 Ni 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 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 appmlliml, 2) APPLICANT SIGNATURE Florida Department of Business & Professional RegLilafion Building Codes and Standards Product Approval Application Detail 929-- Ematry Date onto T-e Versio Manufacture Cartel Engineer & License Validated Validated autmitte(I Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.F. Rya, J. King. P.E_ 0712812020 0712J2020 Page I of 3 1)25022 status Category: Exterior Occurs Sult,Category: Swngirugi Exterior Door Assemblies (900) 843-7628 PE-43409 sp.p.­m@thamrs1Irv.co (813) 7OT-6555 Compliance Method: E:valuation RePDTtfroma Florid. R.gimeted Anchtect or a Licensed Fordo Cn Fof-i-I Eng hasr r- c-, FLX20470-1 Produ Co QualitvAssuramoe Aportivardf-Usue, A roved c, Sao # ElItudIC111 11 Nur,11111114111 Product Description CoustractExplinston on in Hl Outside H Resists 1 a rMa_"U , ber-01sussic, and Striduath-Steur in A minal 6e,#39:8 89ddhImpaqt&quat: Opaque 1 2J31 12022 Yes Ye Y.6 (��, mpQ*ibe Eel Fiberglass Single Door C-4 (I nav­RfOut­Fng; X config.rarti..) 2 b. Therma-Tru Fiber-Clasgic and Simooth-Star Nominal W30:8 8cluctfimpacAquot Opaque 12)31 i2C22 Yes. Yes a M& composite Edge Fiberglass Sri Door Wth Sidalite(a) (Inra�vrg/Odtswg: XC, OX OXO or 3 Thmarrm.-Tru FlIber-Classio and Stmooth-Str configuration$) Nominal 6&09�6 &quotImpact&qud1; Opaque 12)51 t2O22 Yes yes Yes OVA 3; Compo,ii. Edge Fiberglass Double Do., Wth or - 3; Without sidualites (Ir-ung)OUbseingr XX or OXXO cc W dc'nou rations) "W' 4 J. Therma-Tru FliberCl-ic, and Smooth -Star Nominal 8&#39,0 acluctimpact&quot: Opaque 1 2f3l =22 Yes Yea. Y -9A Comp-il� Edge Filtuargasa, Single Door jo (Inswir,gfoutisving; X oonfiguration) 5 is Th.--T,u Fibear-Cas.i. and S.-th-at., Nominal 8"439; 0 &q­t;Irnp..t&q..i,. Coped. 12J31f2022 Yes Yes. Ye. Composite Edge Fiberglass Single Door eAth C2 Sidl (InsvenadOut-Ig: XO, OXor OXO configuraho ns) W 6 f Therma-Tru Fber-Daussic, and Strooth-Star Nominal 8&#39;0&quca;Impact&quo1 Opaque 12J3lf2C22 Yes Yea. Yea NIA Composite Edge Fiberglass Double Door veth or ,vith.dt Sidi (nniavvingl XX or O)Q1,O ..mig.rahor a) 7 g. Therrna-Tru Rber.Claasic And Emoctli Nominal 6&#E98 &qLmotJmfp.qt&q.ct Glez.d 17113112022 Yes Yes Y.s N/A Composite Edge Fiberglass Single Door (IntsvingifOurtswun,; X donfiguration) 8 In Thernma-Tru Filber-CImsic and Smooflh�Star hounum.1 9&#�S�8 8quqtIrr;p.qt&qudt GI..d 12�31121322 Y. Yea, yes NIA Compo*ito Edl Fiberglass Single Dcuo-Ath Sidl (Imseing/Ourtsvving, XO, OX or OXO configurations) 9 i Therma-Tru Fiber-Cil and Smooth-Stur Nominal 64%#39.S&q.cr:�.puad:&quot Glazed 12131f2022 ve,s Yes ye, Nl -omposite Edge Fiberglass Double Door vAth or Wth.ut Sid.life. (Irw&gTOdt.N1d9. XX or OXXO configurations) 10 J. 7herma-7ru Fiber-Classuc, and Smooth -Star Nominal 8&#39,0 &qomq(lmpact&quctL Glazed 12)3V2022 Yes Yes yes NIA Composite Edge Fiberglass Single Door (I n-Anglout-ing; X orfig.'sti-) 11 k. 7hemna-Tmi Flbiar�Classic and Smoolh-Stat Nominal 8&939,0 &q-thnipooll Glaead 1213112022 Yes Ye. yes NfA Composite Edge Fiberglass Single DoorWth Sidelite (a) (InavmraiOursvrg� XO, Oxor OXO configurations) 12 1, Th.rm.-T,u Fil-CImissQ and 5-th-Star Nominal 8&#39;0 &qwoIzhmpact&quct Glued 12J3112022 Yes Yea Yes NfA Composite Edge Fiberglass Double Door voth or vAthout Sidelities (IrtemniliCupsvoug. XX or CXK0 configurations) 13 m, Thenma.Tru FlIcer-Classc and Smooth -Star Nominal 6U39:8 &quaI;lmpitct&quor, Opaque IM112022 Y.. Yes Y.s NfA _cmpoaltia Edge Fiberglass Single Door vAth 8,quct;Nom Impact&quot; tj nwArgilcuflavinq ; XO. OX or OXO corrfiguratiorrs� 14 n Therma.-Tru Fiber-Clossio and Smooth�Star Nomina 16&1*9; 8 &qucit;Irpp..,&q.pt Opsictu, 12J31 M22 yet Yes y6a Nl Cc mposhe Edge I'llbirgh.s. Dodd]. Door �ftlb aqdqt;Non-Impagt8quot: Sidelites CXXO configuration) 15 0. Thermat-Tru, Filbor-Clausi and Smooth-8tar Nominal 6M39:0 Squct.Impact&quot. Opaque 1 2J31 f2022 Yess Y.s yes NIA Composite Edge Fibergiasis S �ngue Door Wth &quot;N.ft-Innpact8qu.t; Side ite,(-) (InaviungfOutwing; XO, OXorOXO configurations) 1 S p. Thermo-Tru Fiber -Classic and Smooth-,9tnr Nominal 8&#39; 0 &qwt;lmp2ct&quat. Opaque 12J31=2 Yes Yes Yes NIA G.mpc,,Ie Edge Fiberglass Double Doorwilth %quqt;Non-Innpact&quot: SM.tltia. (theminglougswirg; QXXO configuration) 17 q. Thien-T,c Filb-Cl .. id, and San-th-Sta, Nominal 6&#3!?;S&qutN.n-Imp-t1qcucA Olp.q­ 12P31)2C22 yes Yess No N/A C"p-116 Edge FilbargItsims Single Door (InsWri;�Outswing; X oanfiguratiorr) Is r Therma-Trut Fiber-ClassiG and Smoth-Star Nominal 6&#39;8 &qdctNon-Imlpact&quot, Opaque 12J31M22 Yes Y­ No NIA Composite Edge Fiberglass Single Door wth siciale(s) (I-AngrOutaWng; KO, OX or OXO cdrFg_tidns) 19 a. Therma-Tru Filper-Classic and Smooth -Star Nominal 6&#30;6 &qdsx�Non-Impad*uot Opaque 12)3112022 yes Yee No N/A Composite Edge Fiberglass Double D­ vAth or wthodtSidelites (unsvvinglOutsving; XX or OXXO configurations) 20 t, Triffirre-Tru Filber-Olbussic end Sundoth-3tar Nominal 8W9:0 Squothor-ImpacitAquot, Opaque 12)3lJ2022 Y's Yes No NIA Composite Edge Filmigans. Single Door (I X config.'st-) 21 u. Therma-Trut Fiber -Classic and Smoth-Star N..in.18&#��,09,�iotNon-Impad&quot Opaque 12131f2022 vee Ye. No NIA Compost. Edge Filbergl.. Single Door-th Sidelite(s) (InsvmnglOdtav�mg, XO, OX or OX0 confioursitiontO 22 v. Tharma-Tru riber-Clas- and Smoodih-Ster Nominal 8&939;0 S,q.dtN­Impdt&q..h Ors,qu. 12121/2022 yes, Y.. No NIA Composite Edge Fibuarglass, Double 0-r.Ath or vothu,ur:Sid.lita. (ImyArg1O.bvvmg; XXor OXXO configurations) 23 w, Therme-Trw Fiber-Clessic and SmoQi Nom mall 6&939;8 9%ivQtNon-Indpact&qdot; Glazed 121$112Q22 Ycem Y­ No NIA Composite Edge Fiberglass Single Door �ps%mrcilout�ing; Xconfigurertiord 24 x, Therma-Tru F[lber-Clust; and Smooth -Star Nominal 0&#39:8 &quot.Non-Im;zact&quiot; Glazed 1213V2022 Y­ yes No NIA Composite Edge Fiberglass Single Door with Sideas(,,) (Insvhng�Outaismg; X0, OX or OXO configurations) 25 y- Thermsi Fiber-Cesse snd Smooth-Ster Nominal 6&#`9;a itcuotblon-impadVicluct., Glazed 1W1120n Yes Y.. No WA Composite Edge Fliberglas. Double Door Win or Wth.ut Sid.lit.. (Ir&MrgrIDtswng; XX a OXXO config uralQms) 26 z- Theurmraj,u FlIca,.Claislo and Smocdi Nominal W$39:0 &quotNw.Impdt&cIuat; Ga2ed 12f3lf21322 Yes Y.s No NIA Composite Edge Fiberglass Single Door Onavengfout-ing; Xcionfiguranch) 27 ze. Therma-Tru Filpet-Classic and Smooth -Star Nominal S&A139;0 8q..tN-I.paqtSqu.t; Gl.ad 12131f2022 Yous Yo. No NiA C.mpc.ib,, Edge Rboargess Single Door v,illb Sidl (Irawng/W�mrg, XO. OX or OXO config curationst 28 z1b, Thermai-Trut Fiber -Classic, and Smooth -Star Nominal 88439;0 8quartNon-Impsadfilquot; Glazed 1213112022 yc� Yas No NIA Composite Edge Filbeiglass Double Door Win or Wth.ut Sideliters, (Ins%vinugOutaWing;y)(or OXXO configoratimms) code 71d. yorgor N-4fsticups, Revision 2020 MI Windma; and D a Category: Exere, Dodra Subcategory-. Sliding Exterior Dcoor Assamdll�s Ccurnpi lance Method: Evaluation Report from a Florids Registered Assbitectore Ltoemsed Flodde Professional Engineer Is L*15332-skil Product. Ilm # ' 72il" =7` 1 S= 12. All GO 2 SERIES 420ALUMINUM SGO 3 SERIES 420ALUMINUM SGO REINFORCED 4 SERIES 420ALUMINUM SOD REINFORCED 5 SERIES 420ALUMNUM SGO REINFORCED Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail entity., EIaiI,,& Licarms, Validated Ev Brent SArnpa, Lus Robert. Lorn. Steven M. Unch, PE tT17) 365-3500 RE-62514 f717) 317-804 beithigespurilwd-nn Pap I of2 102021 Data Data owe laou4ng cw� Valid,ted Submitted FBC Approval A ...... d Status 1010812020 1010�020 10,19�1320 1�1=0 Approved QUWItV ASSuart. AlgirovadfolUes Approved for Us* Impam Dealer I'll.duott De3alpti. Contrast ftoduation Page In HVHZ outside frVitz It9stsull'i Ieridisur:Q SERIES 420 ALU MINU M SGD CXO 12J3112024 No Yes No N/A 145.314& qut:m8t)&q�ct; NON -REINFORCED SERIFS 420 ALUMINUM SOD QX XO.)O( 1�1/2024 N. yu, No Ml 96&q­t,,8O&qu.; NON -REINFORCED BERIES42 ALUMINUM SGD REINFORCED OX0 1MIna24 No Yes, No NJA SERIES 420 ALUMINUM SOD REINFORCED OX. 1213112024 No Yes No NYA X0. XX 9S&quot:x968.quot: OERIES420ALUMIViUM6r,DREJNFORCEDXKX 1M1n2O24 No Y_ No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail F.S�i a2 IWO2 I am ErAlt, or Data Date Dal Po,din, Dat. TVD. Verslon Manufacturer Contact eirellneter & Il validated By Validated Submitted FOC Approyal Approved R.,Asion 2D20 W.Y-00d" . divider, offo,arress! D­ 13-y . Kcrush John F Scstas Jeffrey P Arn.s.r. PC 1 D11212020 0912gM20 10,23M20 1211612020 Approved Corporation (33D) 763-8121 PE-51737 (904) 821-52OG CA.gousin Emah., occurs dkomIshii-yra-dalt-d SuhCatigour. Studdonsl Exten., D­ A aambtuas on, Compliance IM.tti E-lucti. R.portnoun . Flwds Riagi,darsdArdhit.tor. Licensed F[.dd. PrOmlead Engineer F L#824 SHt2t, rccluch, Qualit, A,a,-o, Adater-c! for Uss Approvis! for Us, Impact Deals, 45" 9 a bitir or Nam. ftQdgg lirt9JITtoll counted It LQIDaue IR HVI14 Outside HVH Reall pressure 1105 W39; Nam ichh. 148aitI9; Max height, G6,1,g 023 12��3 No Yes Y. 31,00/-35= available In to' or intermediate section, 10 800(1i8l 0,010200 #1123 104#39; Max vdi,th. 14M9; Max height, Gating IV31=23 N. Y.s Yea �30.00f-33 50 available In top or intermediate soction. 11 800018100,8200 #1124 15&#39. Max width. 146#39: Max h"i bt. Glazing IWIM23 No Yes Yes 34 40f-3630 alailtible In top or Intermediate section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget al 1512021 J�- codo Entity I Data Data DWO Pondino Me IVD. Version M.-Isoune, Gord,11 Erelrear & License Valiclatied 8v y.ludelao S.1amitted! FBG A-val Armurn, Status Revision 2020 Curries Division of AADG, m<; Tom Rintay UL LLC Troy BI�Ibofp, P_E 17JI012020 ivain= 12T21M20 Approved category: Exterior Dadra (641 494-2813 �954�947-08813 imubCaaetstry: ExatDrDoorComponents, 1-­t1sy@.­bIpy_d. C'umpliance Method: Certification Mark U Listing m FLM1537-RO Products App-drorUso Approved for Use Impact clitilm a--# F,,duet Nepal. Nurrup,, - Name Product D'spriticur, cc!!t=ta - in HVHZ Outside HVHz Resistant Pressure I SOT 70T, 727. 747 757.77T, and 847 Single and Pairs of Flu sh. Glazed! and Louvered sirgle and pairs or I MI/2a25 yes Yes Y�, WA Doors hollow metal dects. C.d. ZYJM Version Manufacturer Revision ZD20 MI Windows and Desire category: Wrolow. Subcategory: Single Hung Ccurnpilars. Method: Cani"o, Mai or Listing §MA 1-1 M Model, Number or Raw 2 1 � Florida [Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or 2 115rD21 Entit, or 09. oat. rate P-dinc Dist. contacul E,,in,,, & Losems, Validated W Validated Submitted FOC Aturnewal Reproved MAL6112 Eratt Igitlinger Annarican Architectural t3000n M. Urich PE 11)1 Y21)20 I VI TJ2020 1112712020 Approved (71 T) �65-3350 Manufacture,, As ... mul- tT17� 317-15454 lb.itingai-Q.i.ol earn Quality A -rang, Adon"ad for Use Apti-xid for Use Impact 13.�igp product D-r1golor Ccugrit2L It lancet, In HVHZ Outside HVHZ Resistant Pressures IDW52x72 Fin/Rnnge Frame GPSG Single Hung 023 NO Yes No Gof-GG Laminated Glass C_ 7 >6 0 =C D CL C:L 0 0 0) co Al CD 0) -E a) 0 0 0 0 = 21 C= -0 3;: Co = 0 0 '=�� C10 LL. %+- 0 _F0 > L n Cn E L_ 0 2 CW13 U) < Z Z LU mi CD 0 C_ Cn CIO > 0 L CL CL 0 U) < -0 CL 0 W (3) SHEET NO. PA 1.0_ 1 1 "LlA 111111­-11 1 LA11 _T_r_ J � . 1 1­ . I T A -a (1) (1) I C_ I � - M (3) -4'— Florida Department of Business & Professional Regulation Psgc6 of 9 Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation gel af2 0 -0 > Building Codes and Standards IOM22 Building Codes and Standards IF32021 Building Codes and Standards 15J2021 On Building Codes and Standards A111:4 I 02021 c- -4-- =3 4:0! I-P. a) 2 _0 Product Approval Application Detail - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail t_3 )� L_ (3) C- = 0 C) 0 L_ 11", - 1 IINI,L �,"' L "­ - . . ,,, , tg'5�� ��,,�",I��'��,�,4,'�l"*,,�g,"� M055_210 �1,11,�lo,lol.-I":""��,�i,�;t-l�lI i`11511c' @ 1111 In , - - 11131, N �_ " ", "", � a) - 0- Code Entity o Dam Date 104teFendinq Date ­ � I 1, " - ----.-- ";__'__""'!.""_ __"r Code Entire or , = CU -0 TvDe Version Manufacture[ Contact Einglin-r-&U-sp. Validated 5 Validated Submitted Far; Approval Approved Shot. Code TV � Version Manufacturer imithy Dat - Date Data Pernichn, 221.2 contact Engineer A License Validated Ekf Vallicialsod Submitted FISC Approyal Approved status code T". version Manufacturer Entity or Date Data oft sandman Contact Validated 13, sudornimod FBC A,,,,l parli! Asavarov star- T-a V-1- Conrad fintimser I- . -4.— W 6 Re,ision 2020 Thianorre-Tru Corponatch Sts- deeper- Lyndon F. S.Ihnrdt P. I- Ryan J. King+ P.E. 10f07Q021 0911 8f2D21 1011?J2021 I 2J 1 SM 21 Appr­ad 0 Rai 202U Mi Winaw, and Door, Brent Sitilnger Amed- Ancift. d 0) 0 -I-, U) Category: atarior Cdom Subcategory: S,mgirg E�terihcr Door Aa*cml,likes (800) 843-7628 PE-43409 (813) 767-6555 sjacipersonothermatru.co Afflimaddin 2D20 PC' .T Industries Cet.geny: Wind.- Jens R.-Al 1,41-4-0.d. SCCO - CER Mismi-Dudis SCCO -VAL llftt2020 il/05M20 1111 V2020 Approaad (94I)48&OiOO (78I5) 315-25H R.'asi- 2020 MI Vaindoes and Doora Category: Whidoni,s Brent Shiner American Archkeetaral Sle- M Urich. PE 10138f2020 1MG12020 (T17) 365-3300 M ... fuctur-Aasociall- i717) 317-8454 10fle/2020 Appriboad Category, Wind-s (717) 365-3300 M-ithet-A = =:3 M -M . - U) Compliance Method: E,alulaben Reportfrorna m SiritiCalaptuT. Single Hung ji-osmaki@p0lindustricac SubCategory-. Horizontal stink bothhg.r@rrh,d.... SubCategi Fixed osting.,@uhlerd-corh a- (3) -0 0 -0 Florida Registered Architect ore Licensed Florida Compiler- Method Confliest. Mark or I-vulng - Compliance Method: Cartiffi-ton Mark or Listing Compliance Method; Carlificicion Mark ar Listing 0 Professional Frignioneer .�:_ Cc r-- 2 -= _a F L#236-R28 Products F1,1115112-IRld Fir.clu.41 I W FL#204611-R7 Products Qualln, sousur-sincis A-i-ild for use Appintroal for thus norl O.W.. QuAltyrilliasurance Appriesed for Use Appro,riol For Use krupsect Design 0-111drAoscriscona Arsur-ad for Us, Ationarowil rill2ml C- �'4 diiaii go C) o- = 0 3: Quality Assurai n as Approvvedfort1she ApprovedforUse Impact oesklin See 9 Product Model, Number or Name Produat Description Contract Excitation Owe In HVHZ Outside ­vhZ Resistant Pressurs, Dal Product Modd. Number or Name Contract Ecalratittin [)are In HVHZ Outside 14VRZ Resistant Press- S-00 Product Model, Number or Ham Product Description Contract F-Iratkni Own, Its HYBZ Outside FIVIH , R. lot W Pf0uX_ ,. = 0 LL seq 9 Product Model, Number or Name — Prod got Deric ription Contract Expiration Date in HVHZ Outside HVIIZ Resistant Pressure 2 SH5500 �Iucng, Waste Impairs) Vinyl Shogle Hong Wind- 07�0=25 Y - Yes Yes IrUA I HS 186 Ph end rcr,g. Fr-. 73,-62 lieulated 1!f­ 02/18/2024 No Yes No -55f-55 I 185 PW 73 a 72 Inculensd Gfiesc 04110212II25 No Yes N. .CMI = 71 .I--- .&C = Lr.,- C`13 — CU 1 s. Themn.-Tru Fiber-Clars,rd and Smooth-St.hr Nominal 8&#30:8 &qdccNom-lmcact&qdat, Opaque 12131/2022 Composite Edge Fiberglass Single Door No yes No NIA C5, 4, W " . - Cc "'_ I (Inswrig/Outeviing; X configuration) 13� 3; - -0 2 b. Thermi FIbe,Claswo and Smi Nominal 6&#39;8 &quotNon-1mpact&quot; Opaque 12r5l/2022 No Yes No NIA 4Z as -% -D E 2 Composite Edge Fiberglass Single Door with . 11.3. = C:5 � I (D (3) L_ a U) 0- Sideline(s) (InswnghOutswing, XO, OX or OXO config-fi.n.) CO .;_ . - -.r, . U) Co 3 r. Therma-Tru Floor-Cl2caloarid Smooth-St2r Nominal 6&*39:8&quot.Non.Impact&quot: Opaque 1213V2022 No yet No NJA 1 _0 V, %a- L.p = C13 A C - Fiberglass Composite Edge Dibiuble Door �hlth or cn r- S - = � U) < WthoutSiciNites(In�MnglOutsWng:)V,orO)(XO Ito 0 -0 - . configurations) � 0 4 d. Therner-Tru FithenCessic and Smooth -Star Nominal 78439;D squat Nor-ImpaiGN3quot: Opaque 12,i3l=22 No Yes No NYA 0_ `15 - Composite Edge Fiberglass Single Door 5 e. Thermi FiberChassio and Smooth -Star (InswinglOut-Ang; X configuration) Nominal 7&#39;O &quot Non-Impact&quot Opaque 1 W31112022 No Yes No NIA I Composite Edge Fiberg law Single Door �anth Scelbin(s) (In6wing/Outswirg: XO. OX or OXO configurations) 0 5 f. Therma-Tru Fiber-Ciaswo axi Sarrhwm-Star Norninual B&#39;0&quokNon­Impad,&qui Opaque 12i3l t2O22 No Y - No NIA Florida Department of Business & Professional Regulation pass I .f i Florida [)apartment of Business & Professional Regulaton P.g. I al Florida Department of Business & Professional Regulation P.q. I .f I Com peralte r age Fiberg less Sing is Door Building Codes and Standards lrbi2p2l Building Codes and Standards l5f2igl Building Codes and Standards 11&2021 ifin-ning/Outsering: X configuration) 7 g. Thermis-Tru Filbek�rhasa, and Smooth -Star Nominal 5&#39;Q�qhuot.Non-Impadt&q=�, Opaque 12131 W22 No Yee No NVA Com posits E dge F'ibwg lass Sin g is Door ,-Ah Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (InnswriglOurtswing; XO, OX or OXO �� �' ii"""-�.�'llyi��,-,�.�-��,�,,���'�'�,�.� 'Myrio1q;MN"M R ?'_-�'�"'7�_,L�L,"�_� 'I" - , n _,% � ,,"",­­' � ',�­�,LqLt§"',' '­'_'­'�_4 _ , __ - -'." ­'- � ��i���-' "--a -"1_'1W1'__%��1WW_0vrri :;; _�� _ '-p �-�'A -�ggyiggn' ,.m� �,?�qai"�,-A."-' gr""�'q'�"" �' , %� ,4"�'F� � , j�­�rrrl��"A"' ,,!,�'�',*,",?,�,'�;,;�7",���� _ _ , - _ , - , - , 'y �� , - ,� " 1 11_�z'171 -, I., I'll .' . - LL '� � L I , "51 �� configurations) 8 h. Therma-Tru Fiber-Clessic and Smooth -Star Nominal 8&#39;0aquot;Nor-lmpact&quot; Opaque 126V2022 No Yes No NrA Composite Edge Fiberglass Double Door with or Without Sidsites Vrawlng/Outewmg; XX or OXXO � - -, ' �'� "'�­_�rr��"'�;�"�L. , , - - __ V % _!J�_ , � r __ , " , � , '��'.�­­ ­�.'-'�'�" r�r'&',��'�­'�' C.d. I ,N , � _ �=�" , �111 ArgmNOINI-M 0��� ,�--,---,E��',iE�-�i"yr,L�,��,,-4�".?,*.-��,����,,��,�,��.,�,�,L�, Endt, - Dal - Dal - [),to Pairadin. Ba- Code 'LLL I Entitar,ar Cal Data Get, Fraud -Date Code Bell, or 2a Gets Dat. Farri . 11 , I I'll I'll 2as 4 configurations) lm Version Manufacturer Contact 5refirivar 9 Leark, valMak.0 0, Validated ,Submitted FBC Accore-1 AePri-ed Status T­ anuacture Contact Erriii-vor & Licares. Validated By Valklaged Submitted FOC AP —I Aocir-, skat'", Type Version Manufacturer Cgritaigir Snalmoor & License Validated By Validated submitted Fad Approval Approved RM �) i. Therma-Tru Filber-Chissic, and Shrooth-Star Nominal 8&#3G;8&qJot;Non­lmptact&qukht, Gtazerl 12/3V2022 No yes No NA Affirmation 2020 PISTI,cl-ires Jens Rorowsk! Mficrnl�Qiad. 3CC0 � C�R Mrami-Oade RCCO - VAL 11105i2D20 1 li0512020 1111112020 Appir"d R.,i -in 2020 MI Wind- ,,it Does Brant5fling., Lus R Lem.s. PE Slocan ML UrIch, Fir 1010612020 1010612020 10JIO)2020 12MI12020 Appiroved Affinni 2020 FIST Includirl., Jens R.-ah Memi-Diate ECCD � CER Mikarill-Oode BCCD - VAL 1 i,05r2D20 111GS,`2020 1111112020 Appr-d Composite Edge Fiberglass Sing Is Door Category: Who.- (941) 466-01 GO (7eli) 315-2590 category! Wind.- i717) 365-3300 PE-62514 (717) 317-8454 Cahiptial Wind.,,. (94i) 486-010@ t7ari) 315-2590 (IrrawinglOutswing: X configuration) Subcategory: Riker] JnosVte�kIQPgkInda$masc S.IbCat.gl M.Ilions b.1111noroirlwd-om Subcategory: Mull- jr,os-Iftogninclu'strese 10 j. Therma�Tru Filber-Classicand Smooth-St2r Nominal 6&#39;8&quot;Non-Impad:&quot; Gland 1213IJ2022 Composite Edge Fiberglass Single Door,iolm No Yes No NO, C-prankaftnalli Ceirfil-tion Mark or Listing .m I Compliance Method: Entuation Report from a Florida R egisfeed Architect are Licensed Florida Compliance Mathadt Confleaharl Wark or Listing chn Sidente(s) (InsWrigyOuts,,rfing, XO, OX or QXO FL#243�R241arodi I Professional Engineer FLA2611-R13 11 k Therma-Tru Fiber-Clamic and Smoth-Star configurations) Nominal 6&#39;6 &quot;Non­ImPadt&quot: Gland 12t3V2022 No Y­ No NIA Outilifts Assurance A,,-,d fair Dee Awrovocl firs, use loreact Darien FL*15163,10 Products C-11tv Assurance Apro-c! fair ILl A,er-c! for IJ­ 1, cract Dinakno Z Composite Edge Ftergess Double Dkiorwth or so"A Product MPI.I. Number or Name Product Decerliatler Cont ... t Eimpirairno Carta in HVHZ Outside HVH Resistant pecide,ins siol 9 puidij�l Moghr. Number or Name lar.slgi,t Pid�dgm Cataract Expiration Owe In HVHZ Outside HVH fragment Pnessure without Sidelibes (InswringiOutswing, XX or OXXO 5 PW-5520 fL.r,. Missil. hipect! Vin�i Fled Wrid- 04,SD/2025 Yes Y_ Yes N/A Quality Assurance Amprill Far Us. Aamovsd for Use Impact Dinslain 1 Mullion. forAll boors and Nindocra Ak,.Ihvm Mullions 0&2GM26 Yes yes Yes NYI configurations) a".9 Numpargr N.Mil Product Description Contract Exaltation Data in KVHZ Donald, 14VHZ R.shinnit P'.... 12 1. Therma-Tou Fiber -Classic and Smooth-Sta r Nominal 7&#39;0 &quotN­Irrdact&quot Gland 121alQD22 No yes No N/A ,P,led.etlacoket. 2 94 Vertical Nurainuin NON- 1WIk2O24 N. Yes Yes NIA Cionripecits Edge Filderglais. Single Do., (Insvvingl0vitswing; X oorniguraticn) 13 ML Th.rm.-Tr. Fib-Chati and Sione.th-Sun Ninnnirest 7&#39;0 &qu.t;N.n-I rinpis.t&cludir, Gland 12i3112022 Composite Edge FiberglasaSingie Door writh No yas No NIA Sidelite(s) OnewngtOutswng; XO: OX or CXO configurations) 14 n. Therma-Tru Filbal-Classic and Smooth -Star Nomireal 8&039;0 &quorNor,ImpadI,&quot; Glazed 12J3112022 No Y - No N/A Z Composite Edge Rbargloss Single Door (Ins�MngfOutswing X conliguhation) 15 a. Th.mr-a-Tto F,b-Clar.sic and Sinrip.th-Stis, Nominal 89#39:0AquoFNon-1mpac1,&qui Glazed 1213112022 No Yes No NA Connip-ite Edge Fib.i-91-Slinglie Door with Sidelifie(s) (InsWringlOutswrig: XO, OX or OXO Florida Department of Business & Professional Regulation Page I u(I Florida Department of Business & Professional Regulation page 2 V2 Florida Department of Business & Professional Regulation Frag.3 cF4 16 p, Therma-Tru Fib-Classid, and Smooth -Star co,figQrsti.n.) Nominal 3&#3D;0&quosNon-Impac:&qui Glazed 12/51t2022 No yes No NfA Building Codes and Standards 1 b2021 Building Cccles and Standards 101912021 Building Codes and Standards 301122� Composite Edge Fiberglass Double Dcorwth or without $idelitas (InswinglOutsving; XX or MO corifiguratioms) Product Approval Application Detail Product Approval Application Detail - Product Approval Application Detail W 17 q. Therma-Tru Filbar-ritoisic and Smooth -Star Nominal bS439:8&quot;Nch-1mP.ct&q.d: Opaque 12i3l i2O22 No Yes No NIA . d- 11 - 11.1 I'll . '__._ 11 _' Com posits r dge Fib" lass Sing le Door with is rr 7herma-Tru Filb-Clepoic and Sirrooth-Staur Transom ([naWr9,?Outswng; CNXcohnfigturabori Nominal 8&#n;8&qh.t;N.n­lmpact&quotL Opaque 12r�It2022 No yes No N/A code � I �11 Emil Date Data Owe Pending 20 Code Einfirty or Owe Do. Date Pending 11 ",""I'll . . . . . �_ Dee Code erninr - 22-t. get a Data Peridin, ­ 2& Composite Edge Fibiarglease, Single Door mth Sid,fite(,) and Tnanaom(l­fiog/Cuia�Arg OuXO; 0/OX ., O,`OXO configurations) . TV-c Version all-fiscurner R-i.J.. 2020 James Hardie Builking Products. nc� Correct Enalinear & License V.1fidwed B� Valfidattid Submitted FBGA,,,aW Ach-,qed Stores Chad DI ... k. V And ... ! Teo John -Southard, RE 011051202i 12JI4(2020 DIIDW2021 ding MC Akron T­ Var.[.' Re%rdien 2020 Alsid. Contact Ending., & Lissral Validated! ft Validated lighnollited Fac A.-iii Iriak Thompson Lyndon F. Scrinnieft. P,E, Rysa J Kirg, P.E, OW15/2021 02r1512021 029212021 Achoulosind Status, 0411312021 Apipr-d Ta'a" Varaptsh Manufacturer R.maein 202a OAF Contact E-uncer & U.- Validated Bv &.1carilind FBC Arapr-w Michael 011ch Robert Namirtm John W. terrarryiM. PE 12)19M22 12M7=22 1212012022 Aitum-cl and- 0210712C2a Approccd 19 a Therma-7huRber-Curewo and 8modth-Star Nominal 6&#39;8 &quoiff,lon-Impactabuot; Opaque 1213112022 No Yes No NIA Category: Panel Waits �900) 545-0359 PF-81S62 (352) SV-252D Catilig,ory: Pritral Waits (330) 922�2389 PF-43409 (812) 7G7-GS55 category. R.ofing IWO) T65-3411 PE-59166 (954) 772-6224 Composite Edge Fiberglass Single Door with Subcategory: ailing �hodxarcka�am.ahoarrd Subcategory: Soffits rithomb-C?"eld"Laern Subcategory, Asphalt Shingles rildlerofthaf,co. Sidcilih,�.) 0­ei.91O.bsWh9 XO' GX or OXG Compliance MethDcP. Evaluation Report from a — C-tall-rc, Method! Evai Report from a Complarins Method: Evaluation Report from a mi C ,timucu. Head! and sit configurations) Florida Registered Architect - Licensed Florida N.M. Registered Architect or . U ... ead Fltirda Florida Ragnier,dArahited or a Lica-al Fic,cla 20 t. Therma-Tru Flib-Classic and Smooth-St2r Nominal 8&939�0 &qu,YI;Nor-Impec1&q..t Opaque 12/3112022 No yes No NIA Prol-sicrel Ellgincer Professional Engineer Professional Engineer r -ompost. Edge Fiberglass Single D.-Ath Sidi OnawnglOutshaing YO, OX or OXO FL*i3192.R0 Products FL*l52T2-R5 Products FUH01124,11133 Proell 21 u Thannia-Tru Ficer-Classic and Smordth-Star Continuous Head and Sill configurations) N.mI,.I 6U319;8 &quot:Ncrdrnpa.t&qu.t; Gland 12f3112022 No Yes No NIA Quality Assurance Appro,eecurair Us. Apor-cl for Use Impact peaks, 0-11h, Aa,r,- Accirouredfics-Urals Anor ... d for U­ bored Dad- Q-tityrAssurianco Approved for Use App-lad far use Impact Design Composite Edge Fiberglass Single Door with Sea # Product Model. Number or Na Product Dereflotlor Contract E.Drell- Date in HV1Z outside Ill liesistent Pressure S-90 P-hucriti.d.I.Numb.s.r a- lanoluct 0 ... Haiti- Contract E.Pinitiol ". In HVHZ outside HVHZ Resistant Poorsur, sea 0 Product Model. Number or Name PhoineCt Dier(rilatIG-1 Contract Expiration Dale in HVHZ Outside Hv Resusent pres., Sidel Ons,AngfOurtsivArag. XO, OX or OXO 1 C,mpl,,k Lap Sidniq fba-mitint lap aiding 1213,112023 Yes Yes WA NiA 1 a, &qukr:2T&qudt Sk5flit Vent or Sold Vinyl 8oM 12131QO23 No yes No NUA 1 OAF Asphalt Roof Shingles for use in FBC non-HV14Z I'llb.i-gl-kinfore.al 3-twd, laminated, 5-tab and 1211i No Yes NfA NiA C'minu " us Head and Sill configurations) 2 H.rdl.Fll.nk L.PSiding ni-ernart I.p.1i lml/202S Yes yes NIA N)A 2 b &cudt,AII.raa. l'4&qac17 S.frd Writor Send Var,1 Saffit 12i3lr2023 No Yes No NJA Jurlidleftne hlip/ridge .eph.ft shingles 22 v, Themnsi-Tru Fiber-Classio and Smooth -Star Nomi,s] 88da39:D&q.ot;N.n-lr­pactSquot: Gland 12r3li2022 No Yes No NIA 3 c. i5quot:Greertuder Vintage Boadar!Me: Soffit Vent or Said Vinyl Soffit 12131,2023 No Ya. No NIA I Composite Edge Fiberglass Single Door wth 4 of &a1.t:D5&qx.t: Seffit Vent or Sold Vinyl Sorlit 12i3112023 No yes No NJA Sidelita(s) (I new,ingtOutsvAng, XO, OX or OXO I 5 c &q­t;Char!e O.kgquot; S.ffrt Vent or Send Vinyl ,soft 12131QO23 No yes W NIA 23 w. Themne-Tru r1ber-Chisaic and Smooth -Star Continuous Head and Sill configurations) Nominal 66#31);B &qukrt;Non-lmpaot8Lquo� Opaque I�IJ31J2022 No Yes No NIA 6 &qud S.p,rSp.oSq..I:, Soffit f Vahtcr Schd Vinyl S.fit 12131,202� N. Yes No N/A Composite Edge riberglass Door Panels with Vented Sidelits(s) (Inswirgoulawing; XX >V,X or 7�= configurations) 24 x. Therma-Tro Fbart-Classic and Sninhoth-Star Nominal 8&#,9g;O &qdot.Nor-Impaio1&qQcu Opaque 1 nlf2O22 No Yes No NJA Composite Edge Fiberglass Door Pan" with Vented Sid.libe(s) ilmaoamg�oUtai,iri X)( XYX or XyDIX I configuration.) 25 y. Tharma-Tru Fibse-Clitsuai,, and Smooth-Ster lc.m�nhil 6&IJ39:8 &qu.t:N.ft-I,,psca&qudt. Glazed 12i3112022 No Yes No NJA Composite Edge Fibarglasus Door Panels vAth Vented Sc.lite(.) 0 n.,mg/Oubevring: )DI. XXX or XXXX Florida Department of Business & Professional Regulation Page I .1`1 Florida Department of Business& Professional Regulation Page I art Florida Depa itimand of Business& Professional Regulation Page I of I 26 z Themra-Tru Fraer-Cl-id and Smooth-Ster configurations) Nchnninnal 8&#39;0 &quot.Non-1rrapacAqu.t; Gl ... d 121alf2O22 No Yes No NJA Building Codes and Standards 1019021 Building Codes and Standards IS2021 Bididing Codes and Standards tRY2021 Composite Ed.ge Fiberglass Door Pariels,Mth Vented SId.Il.(.) (1-ving101itswing. XX. ,'G(X or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configuraticins) �ll-i'�,��.��-11��,�"",��,L"-. - -�.?' - F 12'�­�M­M---­ -�"'y .2 - -� ­nr,� � ��".- - Kl"�F��rkr�' ,"�"!!�"'- - ­1 �' 11, ir,%r� 'tq,'�-F­�;'-W1-W'.1"- !�M' � '�� �'r'��'��;­�' ­'n­`­.­91 -- - - - ,"­ " ­'­ ,"'­ -e 41 -cra - - N -��-171'7 .' _'L F_ a "'i, 7 F, 'm , , �', �K�; �� 'c ce - It-jL " , '-G.'_ N GO , � - , , M - -'r L 'N" _ iU;�R ai_ 0 5w, �m ."', _" I -1 I � "".'­'__ 'L­­­"""'_'__,___­ - �� ­__ Z'-'_ ­ - .�Qg'�l ­r;�,"S' '.-,L'�",--,M-4�l-,,"�,�-��Zl--,���,�����l":�,-��,�,'--�"f,-�,tLI�,�-i,��7,�-",r-�--41��,��,., _,� ­-, ir-y­" .- -- �" , , - _­,`I�"'�r� A��­_ "Y�, - , _ � "_ - .... . .. _ " - _ �,' L �", F L �� �_'� -"' �M - , , " - - �­­­­­ , 7, wm�������&�A , �' - ","'2, ��� 27 ZaL Therma-Tru Fiber -Classic and sirrhooth-Star Nominal 6&#39:8 &q-1,11-impacadquot; Glazacl 1213112022 No Yes No NA Composite Edge Fibergloes single Dobh with W397.0 Sidelits(s) OnswriglOutswing: XQ, OX or OXO g '� M ['Awi�! - , - , - , , r� , - � om i -1 _111--l-WN-15 �Inwll -111, M - - -8���KR� �A"'�""'.';2-rw pt"22"RgMiM - -,�F-"_1�',�"' ' configurations) Code Emitz or Owe Data Det, Femcir-a Date Code Intity or Data Date Owe Pending Data C.d. Entity or Dake Date can, Pending Oct. 28 Zb Thertria-Tru Fliber-Classic and Smodth-Star Nominal 6"Z9;8 %quothion-Impacti3quot', Gland 1213112C22 No Yes No NIA Im Viral- Maknerfset.re, Caerill act On,imahs-& License Validated M Validated $u1srultheal FRCA,dog-1 A,Piraty, Alam Tape vairs- Maingfethuriar Contact Endin-& Lictins, Validated B, Validated! Suboll Fee A -,-I Ater-tol alet., Type version Manufacturer C-lact Enanintow & U-sho Validahkal By Validated submitted FSC Appri App-ild Status Composite Edge I'llbeiglasia Double Door Wilt R.vurlan 2020 7AMKO Building Products LLC Kam Edon Robert Nleminch John W, Kin"ameth, PE 1OM412020 09129no:ta 10)1212020 1�1512020 App-d Rior.mr, 2020 L V. Thompson. In,, dW Thoupech Architectures Tony Christman Zachary R. Priest Stc'e' AL Url�h, PE Dan 7=20 09116,2020 OsJ2MO2O 1211�02Q Approead Rc,A.fer, 202C Flonda Metal Products lno, Clark Jonts J... L, Books,. P.E_Q Ste,en M. Urich PE 09)27�02a 09�2s2l]20 IG)0412020 121IV2020 Appr-d 3039:0 Sidi (InsvAngtOutin%ang: O)iX0 Qat,gnq; Roofing 4 41 7) 824-6044 PE-59166 �Z54�772-6224 Metals C-pany (TAMCOD (813) 248-3456 FE-74021 (717)317-84!14 Category: Reding (904) 783-8400 CELCK Firgi-ing Pl?� 317-13454 29 zc. Thermo-Tru filber-Clasish, and Silnuoth-Etter configdrati-) Nominal 8&93�gO &qvd;0Qn-lmpch,i Gland 12/31f2022 No Yes No NIA S.IrCistsiganni, Und.,lay-ts kernedern@emkocom Category: Rocking twy@gometalroof�ng.com ii.bCaltag.ly; RpcfirigA� ... sories. thalk are an clark@flamco earn PE�31242 Composite Edge Pbargase Single Docirwith Wag:D Compliance Method: r,,alustlari Report from a subcategory: RoolingAcoeser,ree that are an Integral Part ,fine Reeling System intragol Pan .fine Roofing System Compliance Method; Z,isluisti. R,rpart fr.. a Sid.libs(.) i1nawing/Out.wrig; XO, OX or OXO Florida Registered Arkhrl.at or. Licis ... d Florida Compliance Method: Evaluation Report from a Florldis ReglateredArchitect or a Licensed Fil,rina so zd, Thorma-Tru Fiber-Cosino and Smooth-Slar configurations) Nominal 8&#39;0 &quotNon-Impactilquot Gland 12131i2022 No Yes No NA Plielasai ... I Engineer Florida Registered Architect ors Licensed Florida Professional Engiece, Composite Edge Fiberglass Double Door with FL012328.10 Products Professional Engineer FL#216K,RZ Products 3&939;0 SIdalites (fnawmglOutswmg� OXXO Q-11har Aertur-, suago-cult-Us, Actar-lid firsr Use lni Deal. fluMB911-Istl lanodusle 31 as Therma-Tfu Fber-Chassic and Smooth -Star configuration) Nominal 7&939;0 &quct:Nor-1 mpact&quot. Shaker 1251J2022 No Yes No NIA L-AA largid,hathlockil Number-Hisinne Product Descri,tiann Contract E;tcirafirarl get, 1. 14VHZ Outside HVHZ Fe.hatimt Pressure Quality Assurance Apasro.df,r Lhaa Approved for Use mDeCt Dealer S-9 Product Mitaftil. Isederthil or Ng.. QualitylAssurance Approved for Use AlLarthorioad fair Use Prindi Description Contract Expiration D,t, in RVHZ outside HV ImLaq Design R,kicealk P-,, Series C.Impeeit. Edge Gland Fib.rgl- S4hg[. I TAMKO Roof LhaM,Iaym.rls�HVHZ) P.duridedtaynent. for use in FRO HVHZ 0612912023 Yes No NIA WA a--# Product M'd"L N.habisr air Name Product Dinscriation Contract ExDirwHm Dal, in FfVHZ Dunfieldir HVHZ R,M,t,nt F.— � 3 - FLAMCO AquouRV 10 Ridge Vent&.quot: Aluminum Ridge Vents for pitched rwft fabricated I 2131 t2O24 N,, Yes No hI)A Do., with or wthout 1&#39:2 Sidelhs(s� jonscledonotL I TAMCO Flat Top Off-RIdge Vent .,fth Barra for Tile 26 gsu staft-f-tind-Ath be. 09M=26 Y. Y. NIA N/A f,.m 3.02VA-bum (InswinglOutswinif X, OX. XO or OXO configurations) 2 TAMKO Roof Jhdkrraym.os0ION-HVHZ) Ritatunded.y.-Is for use in FBC nori ok�gna� N. yes NtA hYA 2 TAMCO 0-seneakVery 269it. 09106/2026 N. Yes N/A -01-52,5 Jurisdictions. 3 TAMCO Off -Ridge Rc.fV.t %-,ft B,aflic 26 q.. .1aliti.-f-mil.t. iefth integrated braffl. 09,I09002e Y. yes NiA NYA 4 TAMCO Round 7op Off -Ridge Vend,vith Battle for Tic 26 ga- static rodi'ventilator vfrth battle 09/08M26 Y. yes NA NiA I Florida Department of Business & Professional Regulation pispi 01 Florida Department of Business & Professional Regulation Page I .f 3 Florida Department of Business & professional Regulation Page I sfl Florida Department of Business and Professional Regulation Building Codes and Standards IrW1321 Buildini and Standards 1912021 Building Codes and Standards 31Sr2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W I �';f,%-�V­�'� �' .."­" s."­ "', Z'W� '�' ��k__'l L. Code T­ Version Menuflak"J'ar R-i'm 2020 L-n- FrUlty, cous we Dale Pending Owe C.sritat:3 lincincer is Liowa, V.11dated ra, Validated submitted FBC AnPol A-ased stan". Kerrie. J.1l.y James L Bacl,nar. P.E St-, M. Urlan, PE 1112312020 11)2V2020 1112912020 ding FBC Aipipr� Card. T­ Vershum Manufacturer R"voin 2020 2-1 Roofing Entity or Data We Date Pandinto Contact Snairicarr 8 U-se Validated as validehad _%borittard FBC Apichrorlil Ando- Robin IAPNO Orift- E-Nabon Gary W. Walker 1 V03M20 1 I CnO2O Dal A-roacd Status 1110512020 Appr-d Code TV" Version Man.findurser Rayislon 2020 Goo& Protection Producte. LILC. Entity or Owe Owe Date ranging Contact Exid-i-&LI-se Vaildislegi By V.Ildw.d submitted IsEr-Awn,vall Tim Robinson WalwA. Tilift Jr, P E John Vd� Krairs0ch. PE OM&'2020 0910812020 IOM112020 De", Appreve won.. 12/l5f2D20 App-d a) FL#5259-R31 Code EntV. a Date Date Date Date Status Category: Rearing (5D1) 983-6193 PE-31242 (717) 317-8454 C.teiglaayt Roofing (SDI) 380-6091 SeMeas LLC. (205) 854-0160 Cat.gary: Sht,fters e54i 689­7�5 PE-44167 (954) 7T2-S224 .pe Version Manufacturer Contact ly Revision 2020 POLYGLA_':�S USA Maury,Alphert, _ Engineer & Validated By License T,h, _W - Validated Submitted Pending. Approved Approved 10126f2020 101221202C FBC 12/1512020 SubCw gory! Recting Accessearica that are an Intagral"iD tart ofthe Roofing System Compliance Method: Euillintion Fearrod hoome kjeII.yQI-wc..- SubCatagartr. Roolng Thes compilaricamathod! Evaluatlar,Raportfirema Product E-Juarl- Entity RopmAndalsonCtionel.. in sulaCet.0cry! Storm P-1 Corropharrieftleth.ch Ecalluation R.P.Mtrorre fi-olfin-iggi,pend.c. in Category: Roofing S9542331 . 33OSmal pert@ polyg lass.comn Robert Nienninen Knezevich, PE T12 M-OYAL Florida Registered Architect or- a Licensed Florida Florida RaingleradArchilact or a Licensed Florldia Professional Engineer Su bCatego ry: Underlayments PE-59160 (954) 772-E3224 11101/2020 Professional Engineer FU172112-Rill Products FW3411-RUP,induct. QuaRvAssurishoa Apparconorl far Lats ALoo-od far Use InattAkil Dintion FL#I507&Rfi Products Compliance Method: Use for Vire 12" lb I �T�' "M !L, !1.5. "-..a �u N I " I 9 Product Dbacrialtion contract E,a.11,11-11illu, in HvIHZ Qattaddft HVHZ litanalattin't Proseu. QuaillhorAlleiur-, Anpotacd fair Use Ani far Us, Impact Dsei E Evaluation Report from San is Product Model, Number or Name Oualturithiramnincia Appirthsird for ApproVed Impact Del Product Dascriotdo Contract E-Inititin Data in HVl outside HVHZ Realatant lartakesura, 10 � a try Suits. split 01 d Eno, hsi Thatch &..p; Impact Fiat Profile � Denver, CO 12/31r2020 N. yes N M NJA fiat Product 0 .... I,tl,,, QRMEiitzmdEawu= In MV14Z outside HVHZ Itshill'thust Pr,,,, a Florida Registered 1 D,ak-Aj,' DA-4 or TRI-Irk.ift D-k-Ak DA-4 L- profile P.lyphepynno, Plastic, Raul Vent 12110/2025 No Yes He -97,5/-97-5 17 Sexasy 600 - Slare. Shake Urine: Split Shake Flat Profile -Storkon. CA I213V202D No Yet NIA NIA 20 Gage Gol-taied Sheal Starm Prn.deHVHZ Corrugated Golvlanized Steel Storm Panels retained 1213112023 Yes Yes Yes WA "elessessell' Architect or a Licensed Florida Professional Mechanically Attached to PV;Vood beck 18 Sat"Y goo - Slchr Shake "inp: Split Shake 15 Sax.ey 700 - Shake. State &.mp. Split Shake Flat Profile - Rli,lb.t CA 12131i2021) No yes Flat Pirelli. - 81t.rld.r, CA I 2131 '2020 N. Yes NIA NIA WA NJA 2 24 Gage Galnnizcd Otoci Storm PandairlilVi1Z or not by tracks to pirdolde hurricanes praledinn. Corrugaled6alvanizellSeefStorm Panearetwired IWV2023 No Yes yes NfA = a) Engineer 20 B ... ey 700 - snake, 51M.S.emp: Split Shake 21 7.J., Fair ... iatimallace Met Proili Risk., CA 1213112020 No Yce High Prons - Katy, TX 1 2i3l Q020 No yes N(A N/A NfA NJA of not birnacks to pro,dile hurricane protection a) FL#6269.11311 Products �a Vill, Loci Prafla, - Katy. TX 12131�020 N. yes NfA rVA = 99 AW-Alwain-cl ap.11 An p-rqng 10-r-u-I& impw Dasicl V) L-01-84 Product Model, Number or Nam Product Dascriefi2a Contract Emiration in HVHZ Outside HVHZ Posistant Pressure Date I Polyglass Roof Undeftyments Rooling underlayments 10121)2022 No Yes NJA 4WAI-622.5 I Polyglass Roof Undeftyrnerits (HVHZt PolyglaSe; roof underaynnentS for use in F5Cl2i23)2023 Yes No N/A NIA A11111l11111111l11111111111111l CIO HVHZj,rI.dich.n.. > 2 Polyglass Roof Underlayments (nor-HVHZ) Polyglass roof Underlaymeritts, for use th 1212312023 No FBC non­­HVHZJur1sd1cdons. Yes N/A -WAI-622�5 CU 0 I Polygass Roof Underlayments. (HVHZ) Polyglass roof underlayments for use in FBC11212ardIJ23 Yes No NIA N/A Fiorida Department of Business& Professional Regulation Page i of 1 Florida Department of Business & Professional Regulation Pa.. i of I Florida Department of Business &Professional Requ lotion page I at 1 L_ HVHZ Jun,hadidill..., Building Codes and Standards V2512022 Building Codes and Standards 11712021 Building Codes and Standards W12021 > 0- 2 Folyglass Ro,ol'Underlayment, (rron-HVHZ) Poli roof unclerlayments, for use In 12f23J2U23 No Yes NIA -NA1,522.5 FBC non-HVHZ jurisdictions+ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymentsfor use In FBC12`23121023 Yes HVHZ Jursdidtions. No NIA NIA 0 < , _r . ­' ", '­M�A -,,, , a.'y ­', � "',t'_',r' , g� ' ­;­ - -, , %" �,,­'­"',',­­"' � 'S'�� 5q"-" _"�'�­"' M, " , , _w , rg �"­g g ��l , ;g;w , " � , "" '9""' " , " �_ _g" " -@r g -% s- " ­­,"­,�,,",,"'� -,.�rt­ �%z��, W A's Rl '4 jj";�'��% ­ � _i"­&"rtl�-T�' mq"�;" r4 .'a ."".""" , ---tty --g-ag"'T - -, ��,�,,;,,q�),�-.,���������,-,,�,'�,,,,�,�'),�,-�����""�, ggzl gk—�y7jj I I � ; , � *-"Vl �'=' 4 _1 bw -, , �'�� "'?� "' � -�'Z� , 1�10�2� - I M ", t�Sl' '��Z"� "'i pi�"�"'�'�"L'�'4"';?"- i 2 Polyglass Root Underlayments (non-HVHZi Polyglass roof underlaymerits,for use It) 12i2MO23 No FBC nan-HVH2 jurisdictions. Yes NIA �NIAI,522.5 Code Type Mannufanture Entity- Date Dole Data Pending Data contact Eno & License V.1c.tiod Validated Submitted IFFIC Appecocal Approved status �� I � I'll 11 I r �� ....... I ��' �0;lr�" ­­­­ ",,'I'll, --- LL ,i� - � Code Version Mnsoureclurer - � _'& ',i*� .,�'�'�A�W"��UIyilf �_'­'_,, ­-1.1,11-1-M!"�1 Ilk a Entity or ond. Data Date P*11,111110 Contact Brain & Llohen- V,fichasid Validated 5.1thrultiaid Fad A,,,,.l Owe A,,,-d staus '.do :A��e",�,,,��,-�,�,.,',,,'�,�,"',,",. entity a Data Dol. Owe Pending -, ... ',"�" _ , �r , - I " ...... - � �- "a L. "ellessessill' 1 Polyglass Roof Underlayments (HVHZ) Pollyglass roof underfayments for use in raciX2W023 Yes No NA NfA Version R�Iscn 2020 All American Shutters and Glares reer Mike Barbieri Frank L, B-ninandcr RE Troy Bisfic,p, P. E. 1012812020 1011512020 1110512020 1211512020 Apmr-ed im ReYlalon 2020 Apina ... D, Stawt La -la ICC Evaluation Se-, LLC WIlliam M. Ranleru PE 1013liM20 1 W22Q02O IV05t2O2D I I iO U2020 Approved 75"Pe Veralter Manufacturer R".Ion 2020 Commercial Concrete Products.1ric, Contact E,,h,,,r & Loshol,it Validated EW Validated submitted FBG A,,,o,l Robert Chile Shini A. OuccauDirp John Hoy 1Z`l5r2Q2a 17116,2020 12r2912020 A-r-d status ding FSC Appr 0 2 PolYglass Roof Underlayments (non-HVHZ)t HVHZjdn'd1el""L Poli roof underlaymeme, for use in 12;23nC23 No Yes NA -Ni rategory: Shutters StUbCaftigory: Storm Panels (561) 712-9082 PE-0046549 (954� 947-OBBO raikeloCallamericanchutte cisteigtory: Sloual-I Comp-ri. Subcategory: T,.cc Plot- (321) 710-3377 (407) 681-1917 als"isgrillpheINY earn category; swictursd Comporenks SuldCategow! Produces introduced as a Result of (61 3� 050-3707 P5-34245 �352) 588-5311 pin-tcate'@yuh-corn = FBC ,.n-HVHZ jurisdictions Compliance Method: Eyaluation Report from a Florida Registered Amintact or a Licensed Florida ,Boom C-phance Meth,al: Evotuaticr, Report from a Product E.h.h.. Entity N-Tsebro.agy Compliance Method: Evaluation Report froar _0 Proessional Engineer Ft-919994R7 laraduche a Fields R,giateradlAchit.ctorl. Licensed Fl.dd. poccesixisid Engines, 0 rL#1 746S-R3 Products quality Assure- App-al for use App,rtirnaol f., Dee !M221 pace., L_ S-0 Product Model, NumberiorNalme Quality AS5ununc Approvedfortise ApproyadforL4she Impact Design Product Description Contract Expiration Date in HVKZ Outside HVQ Resisteirt pressure sea 9 Prokfui M Model. Nuffilbe I or Ms. 1 17W BOGIAIIPI., High,, Strengthi &-P: 8) Product Description Comnset Expiration Dale IM WHZ Ouilede HVHZ metal Cenricator Pat. 12/31M24 Yes Yes 134"tarit "sure N�A N/A Is Let 174,11:6 Product Quality Aisurance Approved far Uss Ap-ratel for Us, Impact Diassice 0- I 24ga Galvancent! Staial Stionin Panels 24ga GaIrvantzed Steel Storm Panels 12f3l f2D22 Yes Yes Yes NIA 2 ITO 30Gficipfiric Winds Plate Metal Connector Plate 12/3112024 Y. 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Version Me.unecturnar C,M,d Encrincerililucanse, Validated W Validated %examird FEC Appordawl Agamo,ked 11121k, Coc* T"o. Taim Masoullcionarre, Entry, er R.-te Data Data Plincli Contact Endn,-& Licans, Viridistall Is, Validated S.Inchittrol Fee Aucrarosl Des A,,,-d Status � = Rem,iorl 2020 M,7.k - Cal,": Structural Cenn,orients FrIn Walden ICC G-la at- Sonack. LLC ICC Evaluation Bernice, I952) n&aG35 LILC. D1,03/2023 12,2072022 01102/2023 Appr-d Revision 2020 Witywh-ex Category: Sinictural C.hrp.oent� Ran 3.1budn ICC Evaluation Ser,icia, LLC lar, Lahru, PE, 0210212021 103M20 DWO312021 Appr-d (253) 924-6475 (608) 839-3266 R.Iba,tB.k1,4rQ.cyarIl. Affirmation 2020 Alpha Aumhurn, the Category: Penal Wells Joeo S N14 Lure R. Loner, Sta,ran M. Urich. FIE 1111CV2020 1111612020 (40in 509-2005 PE-62514 i717) 317-8454 L 1 WO/2020 Approved < a) S.I,CaNgary; Truss Plot- Compliance Method; Evaluation Report firem a c.oldenon-ii.c.. i205) 590-9800 S,bC,d,g,ry: Engineered Lumber Compliance Method: E,wilathan Report frem a ch-crx" 30C.I.ge,y: 8.111ta a [ph atlaminumincQyalho :Z Product E,alualion Entity P,.d..t E-1.11- Entity Compliance Method: &.1uh.u. Report ton a Florld. Registered Architect ., . Lea-ed Florida ..- Z __J FLO2197-RiO Products, FL#852T.Ril Products Professional Engineer < Curant,rAinsionara, itherrovad for Use Arion-rdforUs. firroact Dissicar, Camlity Arthurian" Appi for Use Approved for Use Impact 0-101 FL91 6544.R5 Produclai -S.- At Preduct Model, Number or Name Product Diesoriation C.rdr,0 FxPiraflon Oushe In lqwz Ouitaid, HYH Reenstiant Pressure 'Do"'A Rod..[ Martel. Number., Name Product Dios.rInth, Centaur Excilinstlan Date in HVHZ outside HVH Resistant lars-, Quality Assurance Approved for Use Agnproviod for Use impact thislan _J 1 MI 3AHS 18 ge. it ph strength Ines connect or 0 ate 12(Jl,2024 Yea Yes WA rVA I Flaroll.in LVL L.onfir.taid)1tunter Lumber 33�31f2023 No yes NIA NIA a-- # P,,d.cl Model. Number or Nam, Product Or-rhitir Contract Exclintig. Using in 14VHZ outside �4VIKZ 211 Realab.int Pressure 0- 2 Ml It) ga. author high strength trunes connector plate 12i3lr2Q24 Yes Yes NIA NA 2 Per.4- PSL ' 71mbei,st-d LSL Parallel Strand Lumber 03431120Z3 No Yes NM N/A Lamlawed Strand Lumber 03/3112023 No Y.a WA NIA I Alpha Aluminum Sold gamp �mntcd Aluminum Soffit? Alpha Alumliturn8olid 4�atrhn;Veradl Admonition 07130,2023 No Yee No NIA 3 4 MI is MT18HS 16 gra. hoss ocannectoriplate 12131r2024 I� ga. high strength trusseenratichor plate 1213112024 yes yes Yes yes NIA NIA NJA NIA 4 TJ Rim Board Struct.h.1 C.rnp..11. Lurroar or oriented strand 0313112023 N. Y.. NO N/A CMU Urnip; Wood WhY CMU &Rmnp Wead! I SHEET NO. 5 MT20HG 2C a,, high strength truescernecteir plate IV21M24 Y_ Y. NIA N)A be rd Rim Board 5 Wayan-se, Riro Board .11l'ent.d! strand Board Funt Board 03131,2023 N. yes NIA '11A 6 TLISL Win to 9aL thoss coon-cr plate. I �21 M24 yes Yea NIA NIA 7 TL20: M720 20 go trusts connector owes 121ni,2024 yes yes NIA NUA 1 1 1 March 6, 2023 PA 1.1 - — — --- — I � f__ � I I 1� I I 11IT-17 I I Ill ,�.1. III, A- Wd� R,_ -it ll, - I _Jh_.-.--7-Tff7i1 i, —ii,. --I - - _--i I I I I I I A I I i — I I I I I t . - I I -41-0 (3) (2) Radda Departirrikent of Business & Professional Regulation Pkexi f2 Florida Departirrient of Business & Professional Regulation III Oil 1I Departinent of Busineas & Professional Regulation P.01 all Rodda Deparwmrl of Business & Pfafessional ftgulation es"i all C— — Building Codes and Standards Building Codes and Standards aftr202 Building Codes and Standards Building Codes and Standards U) (3) Product Approval Application Detail Product Approval Application Detsil Product Approval Application Detail Product Approval Application Detail 1 -0 = 0, 20 _Qft DsiPmmd,m 20 Cell" EOI Dell's 001. 1141, Pamirs Pik CO* EmI Q@k 13-10 plillipPool DOW WMIGO Illamuffitcome Canine EvIalaw, & LINne val~ Validawd balleal FEICAIMenetwl Arianwall stalas Vieftio. mism.14I O.-ft Eodm.t&tjwhe. *]W*W skewhifts, PlIcAnwowIll Aponwed !a TYM waraloft UM.A*um Own Shallower & lJosen Volkiotw vil"141101114 spbftito FINCAppowil Appawall *.I*. 11111-Phat". 0910 19. awhe's Atelowd. 202D Polio Corporation JIM Heirder, Sankfi Window wd Door James L Buckner, RE a 0711411 07114=21) 07120(202a Approued AIII—Son 2111M Pella Corporawn Jos Meow Sarkil WINdowand0cor T.E� Lunn, PE, LLC (37MVI 07114202111 CIT12212CI20 Apprownd AtImation 20M Polio CorporstIoN Joe Hayden Bondi Window and Door James L Buckner, P.E. OTM4120M (ITI'1420210 0712012020 Applawed AtIrmadon 2UM P61100I M Joe Harden Bondi P"-.d Oneirarf. Wndows Robinson ManulacounerAssoctielion CRUCKEngineering eniqlarr.wM60" Rdorww PF44 C3 C aer. Windows Robinson ManufactunierAsecohotbr, CHUCK ErgInswing cillexel W'Clows Robinson MoUlludeselArecormon [W) 6264455 0) 0 -1.., cn -4-0 anCenal. alral. Hung P41 � 8214MM wi)431-ismirr 110C.Igr. Single MwIg (641i521-SON assicafterr. Pan (641) 621 4= (551)491-sw 800nalliI Fixed (041) 821 -SOUS compliance, 111110111will; CorU"Ion Mark or Ulicing PellovouDwpmncpe compliance 1111141111l Cel 1 10, Mark Or Ustlq Complince, Illetterd: Go. 0 Mark 0, JsU'g silleenoduclopprovalope Cor4ilaws, histhoc Paluation Report from a Pellavoluoillsocronveople -T-- C= CZ —co U) 11mcam la.ledin ladorn Flords Regladened Architect or a Learned Florida ll—. C36. C= cc . 1:11) (D P,olftlonallErillneer C2. C..) C14 FLIM112II&II42PIradni, ILIHWLVAiEmdava PUMB"12pd..b. C:21 on :-4 p Fi&lsugIF44 Pmdft LA- C3- a " "it, A, Aowe�wd For Use Awro-ill lor Use I, MISS- 20mxh� Auxleand For Use Ajewandler Use imow alga sawaxAmiesm A—,&F, U- AM -Ad he Li- leased Codes 0 0 awl ProduatilledsiI.Illumlewarliame PradneDlexedatian Contrad Exalradon Da% in Ill atubuls HVRZ Radistaft Pness" Produce VI N,,by a, Name PodwitDowariatim Ca*rMEx,irMWnDift 1, HWH 0,1111111h Mloz Rtlimtot Prwsm 2111111.1 smallest Mal Number atillan PinedwalDnarkition coolant Enlretwo 130, inij QuI H" R"Ibo pnsft Qlallivilluxis Al. for us. coo — i Sales 101201410 PerformOrds, Singe Hung MI Single Hog WInew W X72*) OW1712CI27 N. Yes Ma +BaLso POW 10 Berlin Single Hung Window Srxg(r Mmyl NoNmpod Him& Hung Window, 0812212022 No YIN Me 1 eirle lorjo MrPA Exed wkwow (W X Tel 0711&2 2 M. Yes No �25125 Seat Pirodixot Model. Niumbor or Name pwid"toweadislan, CantractE.Oinkiwoft in Ill X 2 Bad. 1W20 High Parlonneence Single Hung VIV High Porlorraii Wrigs Hung TvrN 06,21,2027 No yes NO .6l 2 Pow 10 earl" SINIG Hung WrI SC. 9T Vryl Non�lmixxot Single Hung Window 0710912022 No YIN No +450-46 2 Susin 100 Vi" and window (101111".14") 0706120" No yes 40 �261�26 1 10se6nP1wg.FIKec1 10 Beries 112'F[enge Heed! VAnclow WM&2031 Yin No LICE Composite( XSI a Plw10SwnUrgWHuI,I 54". Or Viny! Nor-Impod Birels Hung Window OTM90022 No Yes No .5l a BONN IV= )Arr,4 Fixed Window III W) 07f1502022 No Yes No .60�6) co w! 0 t M"SIrgIe72' moo0q)o"(iW:72-) owi�lml NO Yes No +4%40 4 Pole 10 Berlds Single Hung Window 49'x 78'Mmyl Non�lmqxeot Sir,& Hung Window UT;CW2022 NO Yes Me 1511"M > HVq T� 3 S8w: 11 GWt20B 1 rr'q' �: 'H"u n: MrryiglrgloHuqTdplecompmft(lor 33-Vi 061 NO yes No -36-35 Pole 10 Series :�Mgle Hung Wind 30w x OF Mnyl N:�Irnr;W Single Hung Window 11 0&1 No ya No �sw-m FLgbk$"Igl-,&vW Cn W13=7 No .1l $Ingle HUMS Window OTMW2022 No yes No 'emw !t:� E (D 0 .5 Sw*s1W0&Ng4,Hung 8 INS 1. Hung 110] N C—pen. (215.157 . aR.n yes No .3" Pa"1034I rIgISHUMOWMI 3W.77MMyIN QualI&A, Asusnonnal Far Un Ailanewull For Use IM910 asee- Ge U) 6 sweelwHisingieHiurg Virlyl Single Hung IWIM Corricelilla (72"M sW) =16=7 No Y. No +351 7 POW 10 Series Single Hung Wm4l 52-Iff x 90* Mnyl Non-Impacit SI Hung Window 1071203 N. YW NO 'Bldm a" Piratical Mal 11walinar arsion PindwetDowil C 0 n It NI Ma 0 Ir We 0 D NO In Ill outside HYKZ %tift. peas" SI 1moafralle Hung Mrr,4 Single HUMS Tspecoalikeelles(l 05(1602027 NO Yes No +3" 1 8.1.10120 OTJI&=4 No yes No -25,26 U) Co 6 col(W20GIngiellung VIrry1aIrgIeMoQWlnoow(4rx72-) OWIT12GZT No yes w 13" "00034t$ Pasawaire 2 elirlesloo Mrryt Ill window {1W x Ill 87fl&I No Yin No �2" �Cc, CP 8=61012081nglieliung %NrrylgirgleHumgWIndow[4rm$glff) 05113021127 No Yes No .351 NO VIrAWNgIeHoqW1n:lowlWxM1X) 10151 No Yes No +3&-M gnobLanm= A,—,d Me Use A-sayed Per Use imam 200 a sereeloo V1" Fixed Winclow (601 x 00') 07(1&2024 No ya No '$" < 1i Sarleal(1120SIngiallung Virryl Single Hung Window, (I x84') 116l No Yes NO �3" Awl PndMMoA,I,NLmWvN� Prodattlexesdifil castneftEX.Irstio"Din I. HVH Cildisids HYH P46itot 12 SisteelMOSIrgIsHuna 1J1rr)4SIngI9HoaW1r4*w(3Irx77) 001180027 NO Yes NO +3" 1 P.A. 10 Series Single Hung Wnd— W x 9CF Mnyl Non-hplect 1311 Mung Window 01202(12J 14. Val NO 40"0 CA 5 in 1020 S ng 1: H UU ng VIV S�nsi�: Hung TA In G�mpcslft* (72"x 51 Wi2W2027 NO yes No +3&,4 2 Peas 10 Series Single Hung Window 64"x97 %nnyl Noni-Imped Single Mung Window 05M21I No Yes No �4WI w a Paws 10 sari. Ul'aw Hung Wind— III Or VIVI Nor-Implixt Single Hung Window (ISMIEV2028 No yes No +5110-9) 14 Sedissl(II20ang H ng 'Al Hog Zn 0DNnpNr4W-Vx5l OW10=7 No Yes No -351-35 4 Pft 10 Seri. :�,glie Hung Window 36'. W Mmyl 114—I.Paw single Hung whesse, OW2021123 No ves No +551,56 f5- is Seles,16MOStrigleHung virro Single Hung TWIM composilto (86-W x 72-� W170027 No yes No �aal is Had. 10t2l) SI Mog %41 Single Hung TWm Composes (72'x 77) 0&1&2027 NO Y03 No +4011-40 Palla.109orlix; moMugW1ndw &I x SO-Viro Nor-Imp"SIM& Hung Window 1011702023 No Yes No +60�gl IT Bonn 1=0 Single Hung NArrj,[ FW Win SinglieHung Rimsee, (108! x72*1 10MW(121 No Yes, Me 1301-M QNIWLANLEAN AgaMaijaLlin ANN"d Far Use Imam 2190 Asia Pmdm Model. Number a, Model Poklottillsedation comratFxairstiono*tb in NyHZ 0.1billis linlaftill Peow 1 190 BONN orThermel or Encompass crAvem! High VW HIM Perld,marce, Single Hung (AT .7T) (51712422T No Yes Md +5olso Perenmenoo Single Moo 2 1 Bell U.K. or Th�aWr Or Encompass wA—ti High Ml High Parbrawn. 8 Ripl. H ung Twin lleoi,12027 No yu No �51[s'm ParlormaroeSireirl'i 00mixesile CTZ x Bill rj'� 3 1 SD Was or Thermal FAMmean drAullmll Single 1'rV 81,010 H ung TH 00 C*,voft (I W x 721) 0811&2027 No yes No �40"O Hog 4 150 Serles orThermselar or Encompass wAnaml 8 Ingle %AV Elng1l, H umg Triple Composite (10111' x SLS') 0673,12027 No Yes 40 135133 Hure Florida Departirlient of Business & Professional Regulation pwixiai Florida Departrnent of Business & Professional Regulation PW I oll Ronda Department of Business & Prolessionall Regulation excal of 2 Building Codes and Standards Building Codes and $twidards Building Codes and Standards Product Approval Appllicirtion Detail Product Approval Application Detail Product Approval Application Detail God- E"ifte, Dan Deft P,,&,a [Max, C-01. Index. -QAR cals Data Psialligir DOW GO d. E.1111— 0-b PRO- own Paind own TV" version 111111sayllint" Own 111-dowex&Uwase i1slicislad Woftud $.Wttod FOCA"l Aawwail 11"Whes Last vieftic. 11taulleatunii, C."'Int rusainque's U� Val hemed 0, Ablidowd Swivelitext FOCApannni Jagerowid TVOO WrOin Mo"bopm 0.1" EINclantA Lim" VOIW*Wd vokillood Swiniftil FIND Ailaoinvi Aliptaxaill $won AtIrmation 2ME Pella Commode" Joe Hassler Swdl WIndow and Door James L Buckner, RIF. 07114(= 071144202U 07(211312020 Appmwed Affirmation 202D Polls coporatem Joa Hqd- 8.41 Yftmk� W. Schaefer, P.E. T.E. Urn. PE, LLG CTI140020 071142020 07120)2020 Applause Atinnth. 20M Polls Corporation JIM Meow 88.01 WIF40WONDW James L Buckner, P.E. a OM412020 OTI1412021) III Approuled onearr. Wndows Robinson ManUtecWmrAMmlotim CRUCKEMlilreering comill. Windows Moored, PFIA135 (561)11254455 GO"I rxioril DOM Robinson ManulawnerAssoolation CHUCK Engineering H.N.Ntel Slid. (941) 821 -UM (15181) 491414117 AwleCallegary. HorleambdSlidw M41 1, @21 -sm IllubCallegay. Blding E2dW*rD=A�bba (5411521 -5= (551),1111-1110V G C amielloacar MWbd: GAM16*101 Mark or UstiNg Pelleprodualappm,,alope ampliesee, 11111iffixed: IRInill Rawort Fill a ooillce-hushlop—ampa compliance, Mdhd: r.Ml.91- Mark Usift dell pnedualapp—liti Flords Reg licered Arch Itect or a Loermed Force la -do. le-o" FIL114111HA711ensel,wi A—Ined to U- F1.111,121111I.R&Pnedildles Aukenrenlor Use A-ressed heir Llaw LM910 gago Product Model, IN Lobar or Rome PnodwitDandation, Cagood Egairsaglass in HvH oull Hvill Rawlieftht Premiums QtolftA" Apierg"d W Usir Avensuall fOr U Imam Dwaim Pfackes WLMbW at Name Prodot Dmdatiod )inel Daw In RV14 cutl Im Peask"O Pressaft Series 10120 811dina Window %Inyl SlIche Window COX or XD, 73-102'xilill') =270123 No Yes Mb -3011 4"# PMd"0 Mal Number ME Mean PM=tDo.Mdl contrast Expiration no" lallyk! Durable MVIIH fliarl Pres.. BONN 1GI20I25 Uldl No G less Door M,,A 24I-al'Cl Sliding Glen DOW (W . W) 11IX=1 No Yoe No -25125 2 $ad- I =0 sliding Wind— Mrr,4 Sliding Wind— PX or X0, Tlm-i,12'. 36') 03012812023 No Yes No Soma 10 sliding WIM4M Soda 10 VII Flanged Slklrg WlndI OM&2031 NO yes MD MIA 2 Bad" 1W0,26 Sil 431m Door MW Single Pwal Plod T'Door (BlIdell1w $4.1&1(r DMMC22 NO Yo* No +35436 a BONN 1012D Siding Window 'u'll along Wiredow MOX, 1W x 51 MM70023 No yes No +3lb-W .81.1m) 4 BONN, 10120 Sliding Window Mlryl Skill WInI MX. 10r . 30') 03,27,21123 No Y. No 'sa.39 a Series 10129*4 Bill Q INs Door MV 2-Penel 'Q)r Sliding elm Door (rZ . 112') 1OX302CI21 No Yes No +35,35 4 Sales 101I Slel ng 43 111 Door MW 911#le Panel F lesed 'C' Door f-%*l Ile, 47.1 R1 x ON2602022 No yee No �Iisl PagelavAss Aceowell For Use Anns-led le, U IMOM 0-i- Illaw Is PiedwilinipLillweberatlil— PraddOxxodate, Cleplank Mulinelilan Daft In HYHZ Cubeel MI lbiwi Pnessene 1 geres1worIEW peas orAI sliding elm Door Dill No YIN No �23Q!l W112-) 2 Own 133 or E�p� orAvemd Skerill Glen Door Mirryl a Ing 1. Panel Fixed 'ODoor C811dellis, MI Fr x 0211MO32 No Yoe No Aie�410 81-IX) a $was 16) Or E — pres or AwtMIOng Glass Do., %Irryl 2-Parel *CX' Slicks Grow Doo, (M . 82'� OSI 140 yell No -261-36 4 swig$ lai) or Encompass orAventl Sliding Ohm Door Virryl 6 Ingle Perel Fixed 'O'Door (aldolle, 47-lR'x M`1V= No Y. Me +251-23 FIL11011444914 PrOilwals awiik, A. Adsoranned Ify Us, Aularonexiblerusy IM= DOW20 Produce 1IIddaL Number at Mal Ptoduuc"tdglt in HYR Quiaklibinill Rullawat Owners seen 1B) or Forkennixes orAvanU Sliding Glen Door Mrryl 2-ftnel 'Or Sliding Gkm Door (SI x IIIIII No Yes Me -25,'" al 2 am. 1113 or E—pm orAwnd Sliding Gan Door VIV a inalle P"l Fixed '01 older Mal ILI 35-W x 021160032 No yes NO +4S140 61-112-) 3 series 150 Or r. to lefts OrALVORtiskilma Glass Dealt MnI 2-Pariol 10V Well Glen ober (Tire $21) C&24QC*2 No yes No �35l 11 Bar. 150 or Encompass orhaffli 811,1111 Glen Door MI Wrila P-1 Fixed IC"D— (81dalles, 47-12e =10=2 No yes No -260-25 co ICU > 0 > L 0L 0 < ICU =3 < 0- -0 0 LU < (3) Z a_ I SHEET NO. March 6, 2023 I PA I I I--F I I I I I 111 11 1 1 1 i 11 '' I III P1 1 11 � I . I- 'I I I. I I I 1 11 J� I I I I -T-T-T-r— 1- 11 1 1 1 - -------------- F— -1 r- — _IF­J (3) (3) U) (3) > r- 0 2 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IWO�r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong -Tie 2020 FBC Approved Products (3) 0 L_ FFM For direct links to all EST approvals listed below, CLICK HERE � For direct links to ail SST approvals listed below, CLICK HERE For direct links toall 8STapprovaIS listed below; CLICK HERE For direct Inks to all SET approvals listed below, rLICK HERE (1) C= For additional information regarding Florida's Statewide Product Approval System and Miarni-Dade County Notice ofAcceptance (NDA). 2UCK Hl For additional information regarding Florida's Statewide Product Approval5ystem and Miami -Dade County Notice ofAcceptance (NCA), gLIgK HER For additional information regarding Florida's Statewide Product Approval System and Miami-Oade County Notice ofAcceptance (NCIA), 1��HERE. cm For additional Information regarding FloricWs Statewide Product Approval Zystem and Miami -Dade County Notice ofAcceptance (NOA), CLICK HER co 0- LJJ (D C:) 4_0 U) FL;II FL#10446-R6 FL#11 0456-RO 11 HUS� HUSC sorios hangers Face -mount hangers available in vvldtA�n ing from 1-518" to.3.=- r'-- Co Ca. C11) 9116" and heights ranging from 4-5116" Conceale fla Cc L..) C-4 version (H USQ available for models havirt a to 1150 Seci# Product Model, Number or Name Product Description seq # Product Model. Number or Name Product Descriotion Sea # Product Model, Num bet or Name Product DescdUto 0 LA_ C3- I Than Stainless Steel Concrete & Masonry Screw (TTN-SS) 1 A21, A23, A33� A34, A:35� A44 Angles 1 BT,BTB,BTH BrokTes greaterthan 3-9116". 1/4" diameter Tillen stainless steel masonry screw . 'a Lo- 0 (D 2 APA21 , APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMS712; CMS714� CMSTOI 6 Coiled Straps 12 ]US series hangers Face -mount hangers available in wdths ran om 1-7/8" to Oc') =D cc 0 = -0 3 APS44, APB44R, APVB65, APBS6R. AP1388, APB85R, APB1 010. APE31 01 OR, APVB44, Outdoor Accents Post Bases 3 CS14� CS16, GS18. C-520, CS22 Coiled Straps 5f8" and heights ranging from 9-114" to 16". � 'C" 0 U_ CP o) FL#9589-116 APVB44R APVB66. APVB66 R, APV288, APVB88R, APVB1 010, APVBI 01 OR 4 C-SHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGUS.63-SDS, LGU5.25-SDS Face -mount hangers sr- 4 APDJT2-4, APDJT2R-4, APDJT2-6. APDJT2R-6, APVDJT2-4, APVDJTZR-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTensior Strap 14 LU24, LU26, LU25, LU210 Face -mount hangers CD 0 0 > c, U) Sea # Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP. TSP Stu d to Plate tie 15 Li LU021 02 Face -mount hangers ,.- cc .- -0 E (3) OL_ 1 SD101 12DBB Outdoor Accents Connector Screw S APHH46, APHI-146R. APHHOIO. APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, 13, HO, H7Z, 1­116� HIOS, H16-2, H16-2S HurricaneTies 16 LUS series hangers Face -mount hangers available in widths rangin 1_9M ell tot 3: 30;) -= C/) -15116" Cc .(P f.3 W 2 SD9112, SO9212. SDIOI12, SD102i2 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Bearm-to-Colunrin Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedcwn SfS" and heights ranging from 3" to 10 = 5; = C= . - 3 SD9112SS, SD9212SS Sirong-Drive SO Connector SS Screw 7 APLH24 APLH24R� APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricarl 17 MQU3.e3-SDS, MGU5.2��-SDS, MCU5.50-SOS. MGU5,62-SDS, MGLl Face -mount hangers CP Co CU -*-A 4 SDCF22434. SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber -OF Screw 8 BVLZ BrckVeneer LedgerConnector 10 HSS2-SD81.5. HSS2-2.SDS3, HSS2-3-SDS3; HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging fro - /10" to 4A C2- U) SDCF221104, SQCF221334, SE)CF271958, SDCF272358 9 CBT2Z.CBT4Z Concealed Beam Ties 11 HST2. HST3: HST5. HST6 Straight Straps lff' and heights ranging from 6-1511 = 6 cc a 5 SDCP22434, SDOP22512 SDCP22614. SDCP22700, SDCP22858. SDCP22912, Strong-Drrve SDCP Timber-CP Screw 10 CJT3Z,CJT4Z CJT5Z,CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24. HTS28, HTS30, HTS3DC Heavy Twist Strap 19 MUS264 MUS213 Face -mount hangers - 10 Q_ SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI SKTZ, HTSQ2eKTZ Heavy Twst Strap 20 SUR. SUL. SURC, SULC series hangers Skewed facL-mcunt hangers available nwkths ranging frorn I - 6 SDHR27400, SDHR27614 SDHR31400, SDHR31614 Strong -Drive SDHP Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/15" to M/I O"and heights ranging from 3-1116" to 13-3/4". 7 SDS25"2r SDS2'1'4, SDS25200, SDS25212, SDS25300, SDS26312, SD825412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FCS Framing Clips 15 LSTA9,LSTA12.LSTA15,LSTA18,LSTA21,LSTA24,LSTA30,LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255GO� SIDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. a SDS25112,9S, SDS25200SS, SIDS25212SS, SDS253OOSS, SDS25312SE Strong-Dirive SIDE Heavy -Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17 LT1320, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2_5T, H8� H10A.2, HIOS, H14, HGA10 HurricarnsTies 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6"and heights ranging from 2-5/8"Ito 11-1/4" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Teclown IS HH4, HHe Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL111DO07-Rg 19 KBS1Z Knee -Brace Stabilizer 21 IMSTAID, MSTA12. MSTA16 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667.R6 20 1-30.1-50,1_70,1_90 Angles 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps Sea 9 Product Model. Number or Name Product Descrintion 21 LCE4 Post Cap 23 MSTC48DS, MSTC66B3 Pre -Bent Straps Sea Product Model, Number or Name Product Descdgk2a 1 ATR318, ATR1/2, ATR5/8 ATR314 Threaded Rods 22 LS3O,LS5O.LS70,LS90 Skewable Angles 24 MST126. MSTI36, MST148. MSTI$O. MST172 Straight Straps I BA series hangers Top flange hangers available in welthe ranging from 1-9116" to 7- 2 ATUDS. ATUDS-2, ATUDS, A7UD9-2, ATUD9-3, ATUD1 4, A7UID1 4-2 Aluminum 7ake-Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTSI81 MTS20, MT824C, MTS30, MTSSOC Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 BP318-2. BPI12, BP112-3. BP5/8-2, BP56-31 BP3/4, BIP314-3, BPRTU03-4 Bearing Plates 24 LSW26LZ, LSSJ26RZ, LSSJ26LZ, LSSJ26RZ, LSSJ21OLZ. LSSJ21ORZ Field Adjustable Jack Hanger 20 NCA2x10,I2, NCA2x12-12, NCA2x8-16, NCA200-116, NCA2x12-15 Bridging 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 4 CNW3;8. CNW1/2, Cl CNW314, CNW518-1/2, ONW3/4-518 Coupler Nuts 25 LSSR 1 81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablelSlke�lble Hanger 27 RCW1312. RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 6 CTUD55, CTUD55, CTUD66. CTUll GTUD76, CTU077, CTUD87. CTJD,58. CTUD97, Coupling Take -Up Device 26 LTP4.LTP5 Tie Plates 28 RPSIS, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wdths ranging from 1-1/2" to 3- CTU098, OTUD99 27 ML232, ML24Z, MI-252, AL26Z. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 Ml RoofTio-Down $0 Sol I SP2. SP4: SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-3/4" to 7 RTUD3. RTUD3B, RTUD4, RTUD4B. RTUD5, RTUDO, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24" a TUD9, TUL)1O Take -Up Device 30 MULU26, MMLU26-2, MMLU28, MMLU28-2, MMLU21U, MMLL11211, IMMILU139, MMLU1311 Face -Mount Hangers 32 SSI, 5, SS2.5, SS3� SS4.5 SWd Shoe 5 E05, EG7, EG9 series hangers Top flango hangers available in wdths ranging from 5-114" to 8- 9 TUVV38 Take -Up Washer 31 RBC� RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, S-1-2115, ST2215, STi ST5224, ST6236 Straight Straps 7f8" and heights ranging from 11 " to 32-1J2" 10 URS3 318" Uplift Rod Run Tieclown System 32 RST-3 Rooffie-Down 34 TB20, TB27, TB30. T133B, T1342, T848, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBI 0, TW812, TVV61 4 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS6 518" Uplift Rod RunTieclown System 34 STC. STCT, OTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-71R' 13 URS6 314" Uplift Rod Run Tiedown System 35 TJO37, TJC57 Truss Jack Clips 37 WB1 06; W81 DOC, WEI 26, WBI 26C� WBi 43C Wall Bracing and heights ranging from 8-1)2" to 28". 35 Z2,ZZ[�Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 1f&' and heights ranging from I I " to 32" FL#10441-R6 F4#10531-RO 9 HB series hangers Top flange hangers available in wcIths ranging from 1-9116" to 7- FL#10447-R5 lf2" and heights ranging from 8" to 30" Sea # Product Model- Num bar or Name Product Description Sea # Product Model, Number or Name ProdUct Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-715" 1 D7T2 Hold-down Sog Product Model, IN u in ber or Name Product Description 1 C9H2.37x5.5, C9H2.37x7.O3, CBH2-37xg.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDCIO/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hang" Top flange hangers avaikable in wdths ranging from 3-114" to 5- 3 11­11008� HHDO1 1, HHDOI 4 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SDSS Drag Strut Con nerto rs available in widths ranging from 1 -9118" to 3-9118" and heights 7f8" and heights ranging from 7-1/2" to 32"� 4 HDU2, HDU4 HDUS, ADUS, HDU11. HDU14 Hold-down 3 GBC Cable Brace Connector ranging from 9.118" to 23-15116" 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlir anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS. HGU5.25-SDS. HGU5,50-SOS, HOU5.62-SIDS, HGU7.00-SDS, HGU7,25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8 _STHDSRJ1 Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411,131, HHRC44, HHRC5.25f3-25. HHRC5375,12, Heavy Hip to Ridge Connectors SIDS, HGU9,00-SDS 13 HIT senes hangers Topflange hangers av@i]labe in widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap PHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 11-5/8"Ito 7- 918" and heights ranging from 18" to 26" 8 MPAI32, MPA144 Strap -style purin anchor 6 HRC1.81, HR= Hip Ridge Connector 318" and heights ranging from 5-5/16" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in wkiths ranging from 3-118" to 9 PA18, PA23, PA28, PA35. PA51, PA68 Strap -style purlir anchor 7 URU26, LRU28. LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5,62-SDS, HHGU7 00-SDS. HHGU7.25-SDS, Face -mount hangers 3-9116'and heights ranging from 5-518" to 13-118". 10 PAI18, PA123, PA128. PA135 Strap -style purfin anchor a LSU26, LS,9U28. LSSU210 Light SlopeablefSkewable U Hanger HHGW,OO-SDS 15 HUTF. HUGTF series hangers Topflange hangers available in vAdths ranging from 1-9116"to5- 11 STHDI 0. STHD1 I Strap -style hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS413, HHUS48. HHUS41 0, H HUS5_50110. Face -mount hangers 1/2" and heights ranging from 3-7118" to 15", Concealed flange 12 STHD1 4. STH D1 4RJ Shrap-style hold-down 10 TC24. TC26. TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA216-2, THA222-2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skzmd face -mount hangers available in wdths ranging from 3- greaterthan 2-9/16". THAC422, THA426. THA422-2, THA426-2 1/811 to 5_JfO1T and heights ranging from 4_314" to 16-3/4". 18 HWP series hangers Top flange hangers available in wdths ranging from 1 -9/1 S" to 7- 12 THAI 1.81122, THAl2 06f22, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joist; Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318" to 28". 13 THAL422r 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 -9116" to 7- 14 THJA26, LTHJA2&, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU21 0, HTU26­2, HTU28-2, HTU210-2 FaQe-mourt hangers lf2" and heights ranging from 5.316" to 32'. 15 THJM2-4-SDS3,7HJM2-5-SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUG series hangers Face-mourt hangers available in widths ranging from 1-9/16" to 7- 18 17S series hangers Top flange han gets available in widths ranging from 1-9/16" to 3- 16 T,913132-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-114" Concealed flange 5/8" and heights ranging from 9-118" to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUQ available for all models having width equal in or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9116"� ranging from 5-3fs"to 7-14' 10 HUCQ1.81f9-SDS, HUCOI.81111-SDS, HL)CO210-2-SOS, HUCO210-3-SDS, HUCOSIC- Face-MDurt hangers 20 J13A series hangers Top flange hangers available in wdth of 1-9116" and heights SDS, HU00410-SOS, HUCQ412-SDS, HUCQ5,25/9-SDS, HUC05.25111-SDS, HUCC610- ranging from 9-318" to 13-118", SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 CM-MMI Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 F-MMM, 1" Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30V2020 For direct Inks to all SST approvals listed belaw, CLICK HERE For direct links to ell S-ST approvals listed belval CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For direct lnk� to all SST approvals listed below, CLICK HERE. System and Miam-Oade County Notice of Acceptance (NOA). aja4JIfa. For additional informatron regarding Florida's Statewide Product Approval System and Mismi-Dade County Notice QfAcceptaince (NOA)_��. For additional information regarding Florida's Statewide Product ApprovalSystem and Mami-Dade County Notice of Acceptance (NOA), For additional information regarding Florida's Statewide Product Approvel System and Miami -Dade County Notice of Acceptance (NOA), aLLgy_Ul For additional information regarding Florida's Statewide Product Approval, C= C= 21 LB series hangers Top flange hangers available in wdth of 1-9116" and heights FL#11468-95 18 SILSVI 56. S/LBVI.81. SILBV2 06. SILBV2 37, SIUBV2.56, SILBV2.68. $ILBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concete ranging from 5-3/8" to 15-118", S/LBV3.56, S4LBV3 62. SILBV4.06. SILBV4.12, SfUBV4 28, SILBV4_76� SILBV5.60 6 Strong -Boll: 2 (ST62, STB2-4GS,STB2-6SS) Strong -Bch 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in wdth of 1-911 6"and heights Sea X Product Model, Num I or Name Product Description 19 S/LTT20, S1DTT2Z. S/HTT14. HTT4, HTT5 Holdowns, steel and Types 304 and 316 stainless steel ranging from 9-3/13" to 13-Iff, I HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S;MST72 Straps 118 mil (10 go) 7 Titan HID (THD-H, THD-HMG, THD-H4SS, THD­H6SS, THD-CS, THD-CS6SS) Tfen HD Heavy Outy SprewAnchorfor concrete and masonry 23 LE33, LEG 5, LEG7 series ha n gets Top flange hangers available in widths ranging from 3-1/4" to 0- 2 HRS6. HRS8. HR512 Stop Ties 21 SP4, SIPS Stud Platte Ties available Wth hex heed in carbon steei and Types 304 and 316 718" and heights ranging from 9" to 33-1/2'. 3 HUCQ210-2-SDS, HUCQ210-3�SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP,TSP Stud Plate Ties stainless steel. or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 3- 4 THGS2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2". 5 THG02-SDS3, THGOS-SDS4.5, THGQH2-SDS3: THGQH3-SDS4.5, THGOH4-SDS6 Joist Hanger 24 T91)22 Truss Brace Diagonal 8 Then HD Rod Coupler (rHD37634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in welths ranging from 1-9116" to 5- e THGW3-3. THGVV�1-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector g, Trten HD Threaded Rod Hanger (THDB25158RH, THDB37155RH, THD37212RH, Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4"to 24". TH050234RH, THO10212RIF) 20 PF, PFB, PFUB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-11)8", FL#11473-R5 FL*13904-R5 27 FIR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description FL#16230-RS 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4_62-SDSHDG, CCQM5-50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82-SOSG; COTOMS-50-SIDSI2, CCCOM3.62-SE)SG, CCCOM4.62-SDSG, secl 9 Product Model. Number or Noma Piroduct Doscription 3 HIS, H18S, H16-2; H16-2S Hurricane Tie CCCQM5.50_SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#iOO60-R,5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G.KT, ECCLQM4_62G-KT, ECCLOM5-50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Ad hesive for masonry ECCLLQMD4,62G-KT, ECCLLQMD5,5OG-Kr. EGCLRQMW.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP H gh-Strength Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor E Sea # Product Model, Number or Name Product Descrintion 6 HGAM10, HIM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 Strong -Bolt 2 Wedge Anchor for masonry I ABA44, ABA44R, ABA46, ABA46R ABA66, ABAOOR Adjustable Post Base 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 5 HGUM5 25, HGUM5.50, HGUMTOO, HGUM7 25, HGUIM9.00 Heavy Masonry Hangers 5 Titen 2 (T7N2) Then 2 ScrewAnchor for Concrete 2 ABU44, ABU44R, ABU46, ASU46R, ABL.15-5, ABU5-6. ABU65, ABU66, ABUS6R, ABU88, Adjustable Post Base 8 LGT2, _GT3-SDS2.5, LGT4-SDS3 GirderTedown 4 LGUM20-2, LGUM213-3. LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4, LOUM210-2. Masonry Beam Hangers 6 Then HID (THD.H4SS. THID-HOSS, TH D-CS6SS) Then HD Heavy -Duty ScrewAnchor for concrete available in 304 ABU88R, ABUIO10. ABUIOIOIR. ABLA212, ABU1212R 9 LTA2 Lateral Truss Anchor LOUM210-3, LGUM210-4, LGUM46; LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel win 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66PZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, MErA20, META24, META40 Embedded Truss Anchor 5 MSHA3-12fg.25, MBHA3,12111.25, MBHA3.56f7.25, MBHA3.5619.25, MBHA3.56111-25, MasonryTop Flange Beam Hangers countersunk head. 4 AC4, A04R, ACE4, ACO, ACOR, ACE@ Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Stop Tie for Masonry MBHA3.56fI 1.88, MBHA3.56A 4, MBHA3.56il 6, MBHA3.5611 8. MBHA5-6Of7.25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry U) 5 BC4, BC45, BC4R, BCS, BOOR. BCB� BC-52-214, BCS2-3/6 Post Cap 12 UTSM16, MTSM20, HTSM16. HTSM20 Twst Strap for Masonry MBHA5-50/9.25, MBHA5.50tll.25, MEHA5-50il 1.88. MBHA5.50114, MBHA5 50/16, 6 CF344, CB46, CB48z C968, CR68 Embedded Column Base MBHA!5�50118 7 CBSQ44-SD52. CBSQ46-SDS2. CBSQOO-SDS2, CBSOBS-SD52, CBSO88-SIDS2 Embedded Column Base 6 MBHU3.5619.26, MEHU3.56111,25, ABHU&5OW 88. MBHU3.56114. MBHU3.68/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted colunin caps with W1 ranging from 3.14' to 9-112" ar-tri FL#11496-R5 MBHU3.5&f18, MBHU5.5D/9.25, MBHU5.50111.25, MBHU5.60111 88. MBHU5,50/14, > W2 ranging from 3-5fs' to 7.112" MISHU5,50MO, MSHU5.50/18 .,!g" Product Model, Number or Name Product Description 0 9 OCO-SIDS2-5, ECCQ.SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to i�-112" and Seq # Product Model. Number or Name Product Description 1 X34131016-5K, XIS1016, X1 BI 0184K� XQIS1018, XWBI 016-4K 410-16 Strorg-Drive X Metal Self -Drilling, Tapping Screws with #3 cz W2 ranging from 3-5f8" to 7.112" 1 OTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT6(5Z, CPT88Z Concealed Post Tie Base 2 HD12� HDI9 Bolted Holdowns FL#13976-RS 2 XL01 1471224, XLQ 1 14B1 224-2K 412-24 Strorg-Orive XL Large -Head Metal Self-Dirilling, Tapping > 11 EPB44A, EPI344, EPB46, EPB6a Embedde,� Post Base 3 HD3B HD5B, HD713, HOW Bolted Ho[dQwns Screv,�. with #6 Drill Point and Large Diameter Hex Washer Head CL 12 EPS47 Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Seq# Product Model, Number or Name Product Description 3 XMQ1 14SI 224, XM01 14B1 224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, IS LCB44, LC656 Embedded Column Base 5 LTT19, LTT2013, LTT131 Light Tension Ties 1 SDW22300, SOW2233a, SOW22438, SDW22458, SDW22500L SDW22600, SDW22638. Strong -Drive SIDW EWP-PLY and TRUSS -PLY Screws Tappirig Screws with #5 Drill Point and Medium Diameter Hex 0 < 14 LPC4Z,LPCOZ Light Post Cap SDW22634 4 X0114$1224. XQ114B1224-2 5K X1 141S1224, X011 2SI 224, XQ1 12B1 224-2K #12-24 Strong -Drive X Metal Self -Drilling, Topping Screws with #5 15 MPB44Z, MPB66Z, MPD88Z Moment Post Base 2 SDWC1 5450z SDWC1 5000 SIrong-Onve SDWC TRUSS Screw Drill Point 16 P844, PE44R, PB46. P866, P865R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH10400DB� SDWH19600DE, SDWH19800DB, SE)WH191000DB Strong-DriveSIDWH TIMBER-HEXSorew 5 XUa4S1 01 O� XU34B1 01 5-5K #10-16 Stro ng-Drive XU Metal Self-D tilling, Tapping Sormovs with 17 PEIS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH275OQG; SDWH27800G, SDWH271DODGr SEYWH2712DOG Strwg-Dirive SDWH TIMBER -HEX HDG Screw #1 Drill Point is PBV6. PBViO Round Post Base Secif Product Model. Number or Name Product Descrintion 5 SDWS16212, SDWS1 6300, SDW$16312. SDWS1 6400 Strorg-Drrve SOWS FRAMING Screw 19 FC44-1 8� PC46-1 8, F048-116. PC64-1 6, PC65-16 EPC44-16. EPC45-1 5, EPC48-1 6, Post cap I SB5/8x24, SB718x24, SH1x3O SB Anchor Bolts 6 SDWS196CO, SDWS197112, SDWS22400,SDWS2250C.SDWS22512, SDWS22600: Strong -Drive SIDWSTIMBER Screw(Interior Grade) 0 FPC84-16, EPOSO-16 2 SST81 6, SST820. SSTB24, SST828, SST934, SSTB36, SSTB1 OL, SSTB20L, SSTB24L. SSTB Anchor Bolts SDWS22800, SDWS22900, SOWS221 000, SOWS221 100: SDWS221200, SDWS221 500 FL#35320-RO 20 PC4Z PC4R4 PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCEZ, EPCBRZ. EPCSZ, Post Cap SSTE28L 7 SDWS223CODS. SOWS224000B. SDWS22500t)B SDWS226OODB, SDVVS228OODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EP08RZ SDWS221000013 Sea # Product Model. Number or Name Product Description 21 PPB44-47, PPB44-BZ Post Base 8 SDWS2231209B, SDWS22512DI39 Outdoor Accents Structural Wood Screw I DSSCB43.5z D,95CB48, DSSC848, DSHS Bypass Framing Drift StrutConnector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SIDWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB4T5. FCB49.5, FCB411.5 Bypass Framing Frxed-Clip Connector SDWS271003SS, SOWS27120OSS 3 FPHSD34S1018, FPHSD3481016, 'PHS034131018-5K. FPHSD34S1214, 410-16 and #12-14 Strong -Drive FPFSD Framing-tc-CFS Self- U) Sect X Product Model, Num bar or Name Product Descriotion 10 SDWV13400 Strong -Drive SDWV SOLE-TO-Rl M Screw FPHSD34B1214. FPHS03481214-SK Drilling, Tapping Screws ICU FL#l10M-R5 I CMST12 CMST14, CMSTC16, CS14, CS16, CSIS� CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SPC2 25. SFC4.25, SFC6,25 Steel Framing Con rector 2 HRS6, FiRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24. FHA3D, MSTI26, MST56, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4,25. SSC6.25, MSSC2.25, MSSC4 25. MSSC6.25, Steel Stud Connecrors Sea # Product Model. Num bar or Name Product Description MST148, MSTI6O, MSTI72, SIMST27, SIMST37, SIMST48 MSSC4.26KW, MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16,HTS20,HTS24,HTS28.HTS30,HTS30C Heavy Twat Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector < 2 FRFP Flat Retrofit Foundation Plate 4 LSTA50, LSTA38, LST149, LS773, MSTA9, MSTA12, IMSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 S01345.5, SCB45,5, SCS47.5, SCB49.5. SCE411.5, MSCS45.5, MSCB47,5 Bypass Framing Slide -Clip Connector 3 CH46-6. CH46-8, GH48-6t GH48-8, GH41 M, GH4110-8, GHC6-6. GH56-8, GH68-6, GHOS- Girder Hanger 5 LSTA9, LSTA12. LSTA15. LSTA18, LSTA211, LSTA24, ST202, ST2122. ST21 15� ST2215 51raps 33 mil (20 ga) §lg.A Product Model. Number or Name Product Description 8 SCS82-5197. SCS62-6/97. SCS02-511 18, SCS82-6/1 18 Bypass Framing Con necto r -0 8, GH610-6, GH61D-B 6 L$JBFl SUBH3.25: MSUBH3 25 Bridging Connector 1 AS 18, AS 1 8S5, AS I SSO 18 ga. Truss Plates 9 SOW5,23, SCW5_5 Head -of -Wall Slide -Clip Connector 4 01-136A, GLB513, GL55C, GLB61). GLE7A, GUB713, GLI37C, GLB7D Clulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJCIO.25, MSJC8.25, MSJC10.25 Steel Joist Con rectors 5 GLT512, GBLTS12r GLBT516, GBL7616, (3LBT520, GBLT620 Glulam Bearing Plate 8 ILTS12, _7S16, I LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93,518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA. HOLBS, HGLBC. HGLBD Heavy Glularn Bearing Plate 9 MSTA30. MSTA36, ST0215, ST5224, ST9, ST1 2, ST1 8, ST22, MSTC28, MSTC40. MSTC52 Steps 54 mill (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1 414, XLSH78131414 #14-14 Strong-Drrve XLSH Shouldered Self-DriTirg, Tapping 0 cia 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 go) Screws UJ 8 UFP1O-SDS3 Universe I Foundation Plate 11 MTS12, MTSIS, MTS18. MTS20. MTS30, MTS24C, NTS30C Medium Twist Straps 13 XQIS101 8, X01 B101 6-4K. XQI S1 214; X01 BI 214-3.5K, X078SI224, XQ78BI 224-3K, 410-18. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181.56, Sf!31.81, SfB2.06, SIB2.37, S/132,56, SIB2.66, S/S312, SID3,56­91B3.62. VB4.06. Top Flange Joist Hangers FL#15730-R4 XQ1I 4SI 224; XQ1 14131224-2 5K, XQ1 1281224, XQ11 2B1224-2K, X3461016-5K. Tapping Screws S184.12, SfB4,28, S/34.75, S/135.50 X1 $1016, XIBIO1 6­41<� XIS1214, XIBI 214-3.3K < 15 SIBA2,12J8, S18A2.12/1 0, SIBA2.12112. SIBA2.12/14, SIBA4.18/8, S/aA4. 18/10, Top Flange Joist Hangers Sea # Product Model, Number or Name Prod uct Deso ription :E SIBA4,18112, SIBA4.18114 I ET -HP Adhesive Anchor for concrete Z 14 StHIA Hurricane Tie 2 GAC, GDP, GOPM-50, GOPM-7!5. GDPM-100, COPS, GW-50. GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, SIHD812, StHDIOS: S/HDIOB, S;HD15S, SIHD15a Holdowns 3 PDRA, PDPA-K, PDPA-MG, POPAT, POPAT-K, PINW, PIIAWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies < 16 SfHDU4, S/HDUS, SIFIQU9, S/HDU1 1 Holdown, PDPAWL-MG, PSVL3, Pe;VL3-K, PCLDPA, PECLDPA, PTRHAS, PTRHA4 17 StJCT, SfHJCT Joist Hangers 4 SET-3G Adhesive AnchorfDr concrete SHEET NO. March 6, 2023 PA 1.3 FFDEF_4RTXff_-3n (n —CD > M MIAMMADEM MIMAH-DADECOUM7 PGT Industries, Inc. PGT Industries,, 1uc, 0 L_ MMEW FRODMTCONIROLSECTION PGT Industries. Inc. (1) 0- 0 0 1 1WS SW 26 Stree�, Rmom 2N NOTICE OF ACCEPTANCT: EVIDENCE SUB3111TED NOTICEOFACCEPTAINCE: EVIDENCE SUBAUTTED c ca -0 OF REGMATORYAND ECa_NOX[[C ItESOURCES OUR) Minym Florkia 33173-2474 FL C 130-UM -AIND C ODE ADMI]NISTRAMON DrVMON T (7 S 6) 3 1 _52 590 XW)3j5__j5qg NOTICE OF ACCEPTA.2% - 'Cl: EVIDENCE SUBMITED CO (n N10TICE OF ACCEPTANCE O-TO-AL) www-mizadd"e-eff 1. Evidence submitted under preiious _X0A D. QUALITY ASST.-&-INCE o. Fn A. DRAWIIN7GS B. TESTS (continued) L Miami Dade Department of Regulatory and a, onomic Resources, T,-ER)- .1 .PGT Industries, Inc. 1070 Technology Dr�hre, 1. lvlanufactur&s die drawings.md sections.. 5. Testfeportan 1) Air Infiltration Test, per FBC, TAS 202-94 %. -0 ,a C cc 0 0 CL North Venice, FL 34275 (.Vubmiffed under ATOAX& 11-6197, 04) 2) Umfonn Static Air Pressure Test, per FBC, TAS 202-94 E. -XIATERViL CERTIFICATIONS — EL SCOPE: 2- Drawing No. -MiD-45-5570A. titled:17inyl Sliding Glass Door NOA sheets 1 3) Water Resistance Test, per FBC. TAS 202--94 L Notice of AcceptanceNo. 1_"528.14 iss� toVision ExtrusionLinited fortheff- -0 0 -6� +— ca TILisNOA is being issued under theappficablerules andregulations governiugg the use of con%huctionniaterialss- The through 21 of 217 prepared by manufacturer, dated 10;05/1 with revision A dated 4) Large Miss[lt Impact Test per FBC, TAS 10 1-94 -Wifte Rigid PVC Exterior Exa-usions, for Windows and Doors". dated 081131115, clii' M C) > 0 -0 E 0 documeritation submitted has beenreviewed and accepted-byNfia=-Dade County RER -Product Control Sectian to 04,10517. signed and sealed by A. Lym Nfiller- P�E. 5) Cyclic Wind Presswre Loadingpff FBC. TAS 203-94 expiring g on W30/19. -No. (D q) be uwd m NEawi Da&- Comity and Qiher areas where allvwed by tLe Aighotity Having hzi��tim (AHI). 6) Forced Entry Test PefLFBC_ T-AS 202-94 1 Notice of Acceptance 16-4920.08 issmed toVision F-sarusionLinuted. fortheir -171 Cn Co 110— 4- Thi&NOA shallnot bevalid afterthe expiraticndate statedbelow- The Nhami-Dade County,11yoduct Control Section B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door, pre -pared 100D Tan 2 02 and lighter Shades VNon-White) i-C Exterior Exttmswins for Rigid. P' I < (In KaimDade Count7) ancl/oi the 1UU (in afeasother than.MiamaDade County) reservv�the right to have thi5 I- Tegreportori 1) Uniform Static Air Ptesstu-e Test, per FBC, TAS 202-94 by Fenestramn Testing Lab- Inc - Test3teport No- FTL 8_549, �ated I I,ftn 5, signed and a a d, D o o i-s "_ d ated 1108116, expiring on 1212 9,,2 1 product or material tL-stedfcrqmhtyamuranceputposes. If this product or=terialfaih to pegfarmin fhe accepted 2) Large Missile Impact Test per FBC.. TAS 201-504 sealed by Idalmis Ortega, P_ E_ (Pest report revised on 12/04/15 and 0111,116) 3- Notice of Acceptance No � 1,"52& 15 issued to Vision Extrusion Limited for - their 0- mamier, thennamifacturef witt incur the expense of suchtesting andthe AlUmayinimediatelyrevake- modify- or 3) Cyclic Wmd Pfessure Loading per F"BC- TAS 203-94 — 6- Test-fepoft on 1) A-ir Infiltration Test., per FBC TAS 202 -94 -Brown C oated (Painted or Laminated) N�Thfte Rigid PVC Exteiior Eitrusions for smpend the use of such. product or material wid= their jurisdicto:a. RE]k reserves the right to revoke this acceptance. if it, is determined by-INLmmi-Dade CountyProduct Conuol Section that this productarmateril fails to along withinarked-up drawings and installation 4d _ia2= ofljayl Sliding glass dooL prepared 2 Unifortia Static Air Pressure Test, per FBC. TAS 202-94 Wmdows and Doors" dated 08/13115. expiring on 09-3019- meet Ale requirements of the applicable building code- by Femestration Testing Lab, Ine., Test Rrpoit No- FTL 8,717, dated 122)07il 5, signed and 3) Water- Resistance Test, per FBC, TAS, 202-94. 4� Notice of Acceptance No- 1"712.02 issued to ENTERGIFenesttation Solutions USA, This product i&:approved as described herein andhasbeen designed to comply with thenoiidaBuilding Code, scaled by Id almis Ortega� P_ E - (Test report revised ca 02115/16 and 62,24! 16) 4) Large Misaik Ini;ect Test per FBC, TAS 201-94 Inc, fortheir "TAIN MAO and Lighter Shadt-s Rigid JIVC Exterior including the ffig[3, VeloCitV HUfficaM ZC� 1est report on 1) Air Infiltra, tion Test, per FBC.. TAS 202-94 5) Cyclic Wind Pressure Loading per.FBC. TA-S 203-94 f Eitrusions for Windows and Doors" dated 09A5116- oqairing on 0210V21, DiEsCRIM ON: Series 7 W2 7 70 "Vinyl Sliding Gla ss D oor (R.-Wor c ed) w1wo 9 011,0,- 13-:11 c orn ff -_L JVI.L 2) Uniform Static Ak Pressure Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagrarn of iinyl &hding glass door- prepared 5. Notice of Acceptance No- 1"712.04 issued to ENIERGI Fene-stmtion Solutions USA, APPROVAL DOCU;WNT: Drawing.No. _MD-55-570,0 Rev B, titled 'Tiq34 Sliding Glass Door-NOA 3) Water Resistance Test, per FBC, TAS 202-94- by Feriestmfion Testing Lab- Inc, Test Report No- FIL 9-5-52, dated 12­t4il.5, signed and Inc- for their -Bronze and Ligliter Shades of Cap Coated Rigid P1--C Exterior I through 21 of 2 1, prepamd by manufacauet.. dated 10105.115 and last revised on 01 �0 1/2 1, signed and sealed by 4) Large MissileImpact Test per FBC� TAS 201-94 '203 sealed by Idalmis Ortega7 P, E_ (Test report revised on 02, 1 5,f2016) - Extrusions for Windows and Doors" dated 09/1546, expiring on 04/1 & .10 A- LYM Nfiller. P_E_ -, beating the Mia=-Dade CountyPtoduct Control Re,�ision stmV vAllithe Notice of Cyclic Wind Pfessiare Loadingper FBC - TAS - 7- Test report on 1) Unifoim Static Air Pressure Test- per FBC, TAS 202-94 & Notice of A cceptance N o � 1 "712.0 3 issued t o ENERG I Fenestration Solutions US A, -NMite A c ceptanc e numb er and expiration date by the County Pro &xt C ontrolSe ctio n- 6) Forced Entry TeA, per FBC . TAS 202-54 2) Large Missile In4yact Test, per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors"" dated Z MIS.= LWAICT R_4LMG: Large and Small A -fissile Impact Resista nt along withmarked-up drawings and installation diagram of vinyl shding glass door. prepared 3) Cyclic Wmd Pressure Loadin TAS 203-94 g per FBC 09,110,11 T fmpiriq on 0128118- Limita tions: by Fenesmtion Testing Lab- Inc- Test Ptepait No- FTL S-W, dated 1 V06/15, signed and along withmarked-up drawings and in-staflation diagram of -,-mvl sliding glass door. prepared 1 7- Test reportsNo(s). 10-002-792�A), 10-06-M0527- 535753--09- per ASTTYIE�84_, L See table I (she&2) and table 2 (sheet �) far apphcable SGD unit sizes, design pressix-es, reinforcements types. sealed ky Idalmis Of tega� R E. (Test repxt revised on 0 1/0414 6 and 02A 1,2016) by Fenestratim Testing Lab- Inc., Test Report No FTL 6638 (samples A-1 thru A-22), dated ASTNID 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion. for cellulosic glass_types, sill riser(see tables B-1 & B-2. sheets 7-8) and awbor-layout sheets requirements in 11 thral 6.. 1 Test report m 1) Air Infiltration Test, per FB C, TAS 20,21 -94 11119110, signed and sealed by Jorge A. Causo, P. E. fSwibinftted under 2V 0-4 X& 11- composite nialerial- 2. RigA Aliite FVC, Tan (Nion-white) RiE;id PVC andBrowri coated (Painted oflaininated) white R4d PVC to be 2) Undbim Static Air Pressure Test, per FBC, TAS 2022-94 01070-4) (Sub.n.thrted underA10.4 A"o. 11-010Z 04) Z labeled per reBerencedNOA'smqu�emeats. 3) WaterResistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 8- Notice ofAcceptmce No- 14-0916. 11 issued to Kuraray America., Inc- for their 3. Egress opef ab ke do on must comply with min clear %vidth or h ei ght per FBC f equiremeat as appli c ab le 4) Lm-ge Missile,lmp2ct Test per FBC._ TAS 201-94 2) UnifGnu Static Air Pressure Test, per FBC. TAS 202-94 "Seuni-Glas,'& (Clear and White) Interlayeil- expiring on OT104/1 8- 4. Pocket wills under separate approvaL to be revieuedby Building official 5) C�ychc Wind Preswre Loading per FBC, TAS 2-03-94 3) Water Resistance Test- per FBC, TAS 202-9-4- 9- Notice ofAcceptance No. 16-1117.01 issue� to Kunaray America. Inc- for their LABELINTG: Eachund shall bm a penumentlabel with the manufacrtwer's name orlop. city. state and&eries and 6) Forced Entry Test, per FBC, TAS 202-9-4 4) Large Miss& Impact Test per FB C, TA S 20 1-94 -7, rosifell- *, UlnacWr. Clear;and ColorPVB Interlayers", expiring on 07,0819. fbHowin stat&�. 'Mami-Dade County h�odwt Gontral Approve&, noted heretm 9 along with marlbed-up drawings a�d installation diagram of vinyl sliding glass door, prepared 5) Cyclic Mmd Pressure Loadkgper FBC, TAS 203-94 W RENEW�AL of this -.hall be considered after a renewal Application has been, filed and there has beeano by FeneAratim Testing Lab., Inc., Test Rxport No- FIL 8547. dated 1' 10411 5� signed and 6) Forced Entry Test, per FBC, TAS 202-94 11"� STATEINKNTS change in the applic&lebuilding codeuegat�%,Tly affecting the perfomunceafthisproduct sealed by Idabids Ortega, P. E. (Ilest repen rev, Lsed on 01115;16) -L4,S along w ith mariced -up draw ings; and ��allation d iagram of virtyl shdmg glass d oor prepared 1 - Statement letter of conformance. with FBC-5* Edition (2014) and F"B C40 Edition TERARNATION of this NOA win occur after the tiondateorif thembasbeen a rellsim oTchange in the expwa 4� Tesq report on 1) AirInfilft mion Tesq. per FBC_ -102-94 - by Fenestration Testing Lab, Inc_ Test Report No- FTL 6337 (samples A- I thru A-5). dated (20171 issued by manufacturer- dated 091 V­17v signed & sealed by Lynn Nlffier- P-E materials, use, au&or maffafacture of -the product orprocew. Misuse of this NOA as anendorsetneut of my prodict, 2) Uniform, Static Air Pf essure Test per FBC_ TAS 2D2-94 1721'06110, signed and sealed by Jorge A- Causo. P. E. (Submivd nnder NOA A76. 11- d 2- Statenientlefterofnofmmdalin.tffest, date "018.YI7,-isaiedbymamfwftuer�-siped Mj for sales� advertising ox any otherpuipnesshall, automalicallyte:rminalethis NOA.Tailuretacon4ANwith any 3) Watff Resistance Test� �pef FBC. TAS 202-94 0 10 /-. aq) sealed by Lynn Miller. P_E,_. sectiou afdi�5 NOA shallbe cause for tenmin,&on anJ removal ofNOA- 4) Lafge Mmik.hWe Test per FBC, TAS 201-94 3. Letter of 1�b compliance, part ofthue above test reports. ADVERTISEMENT. The NOA number pfeceded by the words lyfianii-Dade Countv. Flofida� and followed bv the 5) Cyclic W, ind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 1 RER-Test Proposal No. 17-0387, dated 05105117. sowd by Ishaq Cl—mda- P�E. expiration date may be displayed in adiertising litffature� If anyportion of the NOAis displa3�-_ then it shall be 6) Forced Entry Test -per FBC, TAS 202-94 1- Anchorverification ralculations and structural aaabsis, cooplymg withFBC-M14, done inits entirety� along with marked -up drawings and =allatimou diagram of vinyl sliding glass door- prepared prepared bFy PGT_ dated 11,109A Sand List revised on 02151,16, signed and sealed by G. OTEIER LN'SPE CTI 02N. A c c, py, of djiSLentireNOA Aall bepro-,i&d to the user bythe inawifactuier or its distributors and by Fmt-stration Testing Lab, Inc., Test RrpW No- FTL 8548. dated 12!041, 5. signed and 210. L Anthony L Nfiller, RE. (Subffifted un der.V0.4 Xo. 15-1- 011). I -Notice of A c cept a ace N o. 155 -12 10, 0 1, issw d to P GT Ind us hie s, for the ff S e ni es 5hallbe available fof inspectim at thejob site at thefequestof theSuilding Official. sealed by Idalmis Ortega, R E_ (Test report revised on 01;04,�16 and 2., Glazing complies with ASTNIE-1300-09. L , ex . . 1I `5570.12770" Vinyl Sliding Glass Door (,Reinforced) - L.M,,-- 1" 04444L P=9 on ThisiNOA revises &renevis NOA#20-0429.05 and consists, of this ag I e-,iden e pa , s E- 1. E-2. E-1 E-4. p and c ge, ge E-5 & E-6 as larell as approval document mentioned abo%l-- The subaiitted documentation was unnewedbylshaq L C-handa. PJE. Ishaq L Claida, P.E. Isha q L Chinda, PX� hkaq L QnBda, F.E. Product Cojitral U-mit _%p*rvzsor Product Coutrol'Uzit Supervisor Product ControlUmit Supervisor NO-3k No. ii_0�205.oj N*0A No. 21420_9.1�43 NOA No. 11-0205.03 Expiration Daw. April 14,2026 Expimdon%le: April.14,20!6 Expiration Date - April 14,- 26 Expiration Date, .1pril 14,2016 7 Approval Date.March 25, 30!1 Approva]Date�'.Nfarck 25,1021 Approva I Date.- X-larch 25, 2,021 Page I 1 -1 E-Z FGTIndustriesjuc. CGI Windows and Doors, Inc. PGT Industties. inc. NOTICE OF AC CEPTANCE: E171DENCE SUBNEIT TIED N-OTICE OF ACCT-PTANCE: EVIDEN-CE SIVAIITTED NOTICE OF ACCIPTANCT: EVIDENKT SUB 2. Uddence Submitted under predous submittal E. !%LkT1RLAL CERTIEICATIONS (continue) 1 New Eviiience Submitted r Spacer Standard con 5. Quanex Part Supe iplying with ASTNI C5 IS Thermal Conductivity A. DRA'"TiGS 0-881 BTU -in/ hr.-W-7, ASUV F 12-49 W-VTR-Pass, ASTM D39850-xvSen-Pass, ASTNd E A. DRA17VTNNGS 1. Drawing'NoANID-55770.0 RevB_ titled "Vin-A Sliding, Glass Dow NOA (LNV'. sheets 1 '�1190I.G-Durability-.N'oFog-Pass.(Sii3pitiliediitider re4ons.'-N70A.N`o. 15-8409.05) P - 1. Drawing, No-INED-55770.0 Rfy & titled "VmyA Sliding Glass Door NOA (LW- sheet& 1 I through2l. of2L, prepared bvm2nufhcftrer_ dated 10,105i­15 and last revised on through2l of 2L prepared byrnanufacturer. dated 10.t'05115 and last renuised on 041(0L?I_ 04,2120, signed and sealed by A- L�mn Miller, RE 6, Quanex Part Duraseal conqilying, with ASTM C5 1 S. Themul Conductivity 2 �11 BTU-ml signed and sealed b-A- Lynn Miliff P.E. hr_­ft--_'F, AST14 F 1249 UIVIR-Pass- ASI]d D 1434 "g on Perriieance-Pas& ASTM E 'y ` Note- This revision consists replacement of same existing installation screw with flat head. B. TESTS 2199 LG_ Durability -No Fog, ASTNI E 546 Dew Point Development in 49 br.. 1'. Test reports ou� I) Air Infiltration Test' per FBC_ TAS 202-9-4 (sOyl ifted nuder NO-4-A'a 15-040.0). 2) Unffom Static Air Presmie Test- Loading per FBC_ TAS 202-94 7- Vision Extrusions- Ltd- Parts conip4ing with PVC-AAMA 30-3-13, VokWary Specification, B. . TESTS 3) Water Resistarice Test, per FBC, TAS 202-94 for Rigid Polyvm)d Clilonde (PVC) Extenor ProfAes for Vision Extrusions, Ltd.-VEX-1 by 1. None. 4) Luge Missile Impact Test per FBC_ TAS 201-054 AANIA.Feaestration Extenor Profile Certification. Program. (.1;ztbmhA-d nrider NOA Xa I S- 5) Cyclic Wind Pim-ure Loading FBC, TAS 203-94 0409. O�) C, C-ALC'ULATIONS E ,per along with marked -tip dram. rings and installation -diagram of all PGT Industries.Inc. 8- Vision Extrusions.- Ltd. Part s complying with PVC-_AAMA 3 03 -13L_ L Now - representative units listed below and tested to qualffy� Dowsfl 791 and Dowsil 983 silicones, f_VubjithYed rinderAVA No. 15-0-469. 05) prepared by Fenestration Testmg Laboratory, Inc.- Test Reports No ' - 9- PVC-A.ANIA 303-13, Voluntary Specificatitm for Rigid Poly*yl Chloride (PIVC) Eldexier D, QUALITY A SSU KAN CE FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0910114 Profiles for Vision. Extrusions. Ltd_-1,,TE3C-1 by AAMA Fenestration ExtencT Profile 1. Miami -Dade Department of Regulatixy and Economic Resources aKER)� U) FTL-20-2107.1, PGT.SGD780 Aluminim Sliding Glass Door (unit 7 in proposal) FTL-20- CeftifiCatiM Program_ 2107.2, PGT CA740 Alum. Outswirig Casement Window (unit Sia proposal) FIL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA- Inc.. for -fan 11ATERLOLL CERTIFICATIONS 3 CU 210,73, PGT PW`7620A Aluminum Fixed Window (unit 9 in proposal) and FIL-20-2,107.4,L 'their 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No. 19-0305.02 Lqsued toKuraray America,, Inc. for their PGT PW7620A Alumiam Fixed Window (unit 10 in proposal) dated 07/ JL3/210, an signed Windows and Doors7_ ei�piring on 02�04.121. "TrosadoM Ultraclear, Cloar, and Color PVB Glass Intertayei-s�, expumg on 07,0&24� M 0 and sealed by Idalmis Ortega. P_E_ 11. Notice of Acceptance No- 1"122.02 issued to Fjiergi Fenestration Solution, USA- Inc- for 2- Notice- of Acceptance No. 17-0809.02 issued taKuraray AUXIN' a, Inc. f or th& their st'le s --White Rigid PVC Exterior Extrusions for'"'indows and Doers­t expnmg on. "SentryGlast (Clear and'"lite) Glass Interlaven", expir ing on 07,104021 > C. CALCULATIONS 1. Anchor verification mctural FBC 71 02,28023- 3. Notice ofAcceptatice No. 19-1106.10 issued To Vision . ExtnLdons Lirafted for their "Brown 0 0_ < calculations and analysis. conlptying with 11 Notice of Acceptance No. 2".2,03.01 issued to Energi fenestration Soluti,, USA, Inc. for Coated (Painted or Landw red) White Rigid PVC Extelior, Extrusious for Wridows, Edition (2029), dated 0+2120, prepared by manufacturer- signed and, sealed bv '-Bronze & light shade cap coated White, ­xtetior Extrusioas for their - Rigid PVC E and Doors". expiring on 09130,24� AntbonyLymnMiller. P-E. Windows and Doors"- exTinag on 01,1625. 4- Notice of Acceptance No. 18-1106.11. issued to Vision Extnisions Limited for tbtir series 2- Glazing complies with A.-STM E1300-04, -09. -121 and -16. "VE 1000 Tan 202 and lighter shades (Non--"7hk*) Rigid Cellular PVC Exterior D. QUALITY ASSUjRXN- CE F. STATEMENTS Evrus;ioas for Windows and Doors-- expiring an l-?y29!2 1. 0 Miami-D-ade Deparum=t of Regulatory and Economic Resources (RER). 1. Staternent letter of oDnformance to FBC Th Edition (2010), dated 04.Q2120, issued by manufacturer. signed and scaled by Anthony Lynn Nfillff, RE F, STATE-NIENTS E. 11ATERIAL CERTIHCATIONS 2. Statement leter of no financial i�terest and of independent, issued by manufachirer, dated I- Staterimnt letter of conformance to FBC 71 Edition (2020), dated 02,01;21, issued by L Notice of Acceptance No. 19-0-105.02 issued to Kut-itray Arnei !ca. Inc. for their 0-4, ` 18 /22 0! s�gned and sealed by AnthDffy LV= NUler, P �E. manufacturer. signed and sealed by -Anthony Lynn Miller- P-E. "Trou.foW 1-1traclear. Clear, and Color PVB Glass Interlayers-- cxpiring on 3. Pin -ate Labeling Agreement document 6etween PG1_ dated 03,30A5 and signed by all 2- Private Labeling Agreement d:ated 03,109,21- between PGT Industries, Inc. and CGI 07,?D8o24. imobved partim Wmdows and Doors Inc_ signed by Dean IvL Ruadr, P.E., V.P. Engineering- on behalf of M 2. Notice of Acceptance No- 17-0808.02 issued to Kurara,v America, Inc. for their "SentnrGlast, botticcapanies- < (Cleu md White) GLass lntabvev�'. expil�g on 0764.23. G. OTHERS 3- Notice'of Acceptance No. 18-1106.10 issued to' Vision ExMisions Limited for their "Brown L This NOA rewises NOA# 17-0420.0,6fPVTwyCGI) and updates to FBC1020 (71i`Edidon� G. OTHERS Coated (Painted or Laminated) Nklite Rigid PVC Exterior Essrusions e,VAng, 04�21,121_ L This NOA revises & renews -N'aA-# 20-0429.05 (PLA -ar/CGP, expiriag 04114/26. for Wndow- s and Doors"- expir� on 0930,24, 1 RERTest proposals #19-1155 dated 011.1110.120 approved by Ishaql- Chanda- P.E. expiring 2. The cutirent associated PLk CGI file #271-0205,01, expiring 04A4i26. 4. Notice of Acceptance No. 19-11016.11 issued to V ision Extnzions Limited for their 04!14f'21. series "VE 1040 Tan 2102 and lighter shades (N-on-Wbite) Rigid Cellular PVC Uj 2i Exterior Ex"slons for Windows and Doors�v_ expiring on 12,29nzL < (D Ishaq L Chand& ?.E. Lhaq I Clandat P.E. 2-7 Isha q 1. chazkd2. 11. P�vduct Control Unit Superv'Lsor Product Coun-61 Unft Superdsor Z Product Control'unit SuoerTisor IND. 21_G2D;_.&3 N-04k IN-01 No. 21-010-5403 Expiration Dite- Aptil 14,20-26 ExpirationDave- Expiradoul)atetL April 14, 2026 1pp roval Date. Marck 25i. 210211 Approval Dare- Marc.'h2_9 1.811. AIVrovid, Date. Afitrek !.;, 1021 E-5 1-6 E -4 SHEET NO. March 6, 2023 PA 1.4 L;. 11 11 � q a Ij I I I. ; , i- - [— —A Al . I j I L 11 11. 1 1 Q) U) -0 > 0 MIAMI- MlAMI-DADE COUNTY EMD PRODUCT CONTROL SECTION F (D LZ L_ a) CL Q) CD- 0 2 Cast -Crete US& LLC Cast -Crete USA, LLC Cast -Crete USA, LLC -0 CL DEPARTMENT OF REGULATORY A" ECONOMIC RESOURCES (RER) H 805 SW 26 Street, Room 208 ce). (D (3) 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 =lle NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �; U) -co -in NOTICE OF ACCEPTANCE (NOA) nMy.miamidade.gov/economv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. ce) EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 -0, g, Cc C..; C'4 e (1) -0 Q 0 C - L_ 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C3.- % �_: —0 0 LL Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, 1 . Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1440::; cp !S 1"; 0 C- M :-i= ,— 0 M 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, LT461 Z titled "Cast -Crete 4 ", 6 " & 12 " 0 'g" i Co 0 -0 > SCOPE: "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, rZV1 .2-- t � ;,. S�)- E (D (D -c— 0 " 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 oj'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E.. on 0811914 (I 0 :t:: 0, CD 0 , c:r_ U) C) The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. y revision datedMarch 11, 2008, all signed and sealed by CraigParrino, P.E., on I-- �co 3; I - Co U) 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). I. Test report onflexural 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 Uitfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1, Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes, If this product or material fails to perforrn in the sealed by ChristopherA. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 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 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miand-Dade County Department oj'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. 1. By Miami -Dade County Department of.Permitting, Environment, and Regulatory Affairs. 2. Calculationsfor 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 I., Parrino.. P. E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L None. Zone of the Florida Building Code. 1, None. DESCRIPTION- (Cast -Crete) 4", 61' & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHE R APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality Sysf em Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, 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 ftoin 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 I through 3 of 3, prepared by Craig Parrino., P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Nfiami-Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z 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 LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast-Cret.e 4 ", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. Atone. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. Alone. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. Mone. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Mfami-Dade County Department of Regulatory and Economic Resources (PER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. Arone. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE L By Miami -Dade County Department afRegulatory and Economic Resources (RER). 1, None. the expiration date may be displayed in advertising literature. If any portion of the NCIA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at thejob site at the request of the Building Official. 1. JVone. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and Ve 9 W. E-5 as well as approval document mentioned. above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ,-,-/HelmyA. Makar, P.E., M.S. " _'/�,Ilelmy A. Makar, P.E., M.S. C./belmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Proh'uct Control Section Supervisor NOA No. 20-0630.15 Pro(ruct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor 0. - XMIAM�DADECOUNTYN �Eauu!m� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 0911112023 Expiration Date: 09/11/2023 OR A.0 ) z-, to Approval Date: 08/20/2020 Approval Date.- 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page I E-1 E-2 E-3 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. JVo n e. B. TESTS B. TESTS U) I . None. I . None, C. CALCULATIONS C. CALCULATIONS CD I . None, I . None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L 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 -6-0 1. None. 1, lvb?m F. OTHER F. OTHER C_ 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. 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 06111/20, signed & sealed by Craig Parrino, P. E. C) 1. Drawing No. FD4612, tilled 'Precast and Prestressed Lintel Details ", sheet I of L_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0_ LT4612, titled "Cast -Crete 4 ", 6 " & 12 "' Lintel Safe Load Tables ", sheets 1 0 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 2Z 2019. B. TESTS 0 L Alone. C. CALCULATIONS 1. None. W D. QUALITY ASSURANCE M 00 L By Miami -Dade County Department of -Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS < 1. None. O_ —0 F— F. OTHER 1. Article of Conversionfor a name change. 0 L_ LU C,flelmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. < C: Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09111/2023 Expiration Date: 09/1112023 < Approval Date: 08/20/2020 Approval Date: 08120/2020 E-4 E - 5 SHEET NO. March 6, 2023 PA 1.5 _Ti I-111HI-11 [if /.____�__________\ / I ILI ECO iNc\ TILUT TESTING & ENGINEERING COMPANY _ _ _ _ WAT TER A- TTLLIT. JR., F1. � tiltcco@aol.com YLP. ,L­N,,�41r, I, C�U­%,V)067319 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATFGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QlQba]_Emtfidlo�� 4800 S.W. 51 Street Davie, Florlicla33314 1. PURPOSE OF EVALLIATI N; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chap(er 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 2. EVIDENQE 6USMITTED: 2,11. PRODUCT EVALUATION _D0QU MENJT_(P. E.D.) n Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, I nG.; signed and sealed by Walter A. Tillit, Jr-, P.E.; dated 07,128/2020. This drawing Is an integral part otlp,ls Evaluation Report, I'j,111 foil" ,,,%� � ,�R A. rk I "', . ... .... /11�* - "" " -. ." 1P - __ __ I - .1, \,\CEN ,.�� S, I- _ - - , - - ��, I . % - . S ___ — - , No� 44167 ', =_ I I - . _17/,_1 �,, � =* � ­�: * :A ___ , 1:41.:�il ,-.1-- ': :r , -1", , , 11 �-'10�<,,%.., 94Qpin ..' . 4�.9z 1 .,. �,L� , - ..­ ..,. 63 55 N.W. 36th Strea, Suite 305, Mianil,, Florida 33 1 66 - Phone: (305) 871-153 0 - �� P, 2, ., ��o 61r", olit"I"I'll, PRODINLMLYALITATION MPOWT NO. JQAUU1 2 22. TESTREPORTIS: 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 # 96-569 dated OBIG911996, #96-570 dated OW18/1996, #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 10106/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219�01-09, dated March 4, 2009, signed and Seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate. P.E. 2-.3-WTIRLICTURAL ENGINEERING CALCAMT10AS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design ' wind load, as well as maximum anchor spacing vs. design wind load and panel length based on ratbrial and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr-, P_ E, 3. MIS31LE-IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE, 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 16, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing snah be as indicated on sheets 8, 9, 1 0, I I I 14,15,17, 18. 19, 20 25 and 20 of 26, of Product Evaluation Docurnent(P.E.D.), drawing No. 20-176, 5-INSIALLA-TIQN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document . (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8,14.16, 25 and 26 of 26� of Product Evaluation Document (P.E.D.), drawing No. 20�176. ,%%kkIJIIWfN,N ,,�11 Iik A TIO ,,�,,* ,-",N �x : . /P ,,,� 1� ,�_,� �.­ ­. ,/I � �,� jz:').� . 'ENSe`.;P :4- z ."\I\(, - I -1., ,­-, -, .. 1� ,� I _­ - , � . !;� - --- - - , - 11 __ ___ _. - :*s �._, �-` �,- I * -, = I - I , ,��L;11 - / / 1; ,T, STATE OF ,`,'�I:- I �x. . __ , 0 P 0,. � ,�.',� �QR`I'3 ..�`�,,P' ,z' �, s V. r�`­ ... I - � 0 "',,08/0NP-'� ,�"' "efolifilliwook GENERAL N : e 3) IN CASE THAI PRILCIkST STONE, OR PRECAST CONCRETE PANELS. ST ,UCC0 OR WOOD BOARDS BE FOUND IN TOE 01" A* 211-ANIE-11NAM&M Was) EXISTING WALL, ANCHORS SHALL BE LONG ENOL*H TO REACH INE MAIN STRUCTURE BEHIND SUCH PANELS, S9 I STORM PANEL SHORT ON THIS LICT EAALUATrDN DOCUMENT flo IE 0 ) HAS BEEN VERIFIED FOR COQFUAACF 4i ANCHORAGE SHALL BE AS MENTIONED IN 6 1) AND N G2). ACCORDANCE WIN THE 2020 (7ffi EDITION) OF VRC FIDSEDA BUtLOINe CGOF fC) 'Q--E�'��WOO-iM-IWLQMWMZLr.a.-�-Qd5.-AN.� DESIGN WIND LOADS SHALL RE DETERMINED AS PER SECTION I 5?o W THE ABOVE UEYLYCREED Com, - 1/4-0 TAPCON ANCHORS, AS MANUFACTIjRED By I T W OUILETYK, ;W� FOR A WIND 5PEED AS SCOURED By THE 40FUM"ON WHERE THESE SHUTTERS WILL AF INSTALLED AND - #14-10 PANELMATE FEMALE ID AND PANELMATE FLU$ ANCHORS, �-, MANUFACTURED V� YICO CONSTROCIC14 PRODUCTS FOR A DIRECTIGNAUTY FAVOR, KI-0,85. USING ASCIE 7-16 AND SR41-- NOT EXCEED IRE MAXIMUM (AZO) - 1/4'. LAG SCREWS PGR N D.S. DESIGN P NSIURE RATINCS INDICATED ON SHMS 7 THRU 12, I.. 15, 16, 19 & 20� - 7/1.-. � $,487 WOOD OUSHATO, AS DISTRIBUTED BY NJ- POINT SCREW. DOLIT A, SPLVALT� CID IN ORDER TO VERIFY THE ARGIII CONDITION, ULTIMATE DESIGN WINE) LOADS 13MRWNW PER ASCE 7-To Cl� MWIMULI TRILEADED PENETRATION INTO WOOD *F TAPCON ANCHORS SRAUL BE, � 1/2- AND �- FOR FLO PANEUMATJ PLUS "ALL BE FIRST RIVILIMID 10 Al O� OMCN WIND LOADS BY MUL11PLYING OJEff By OA IN ORDER To AND PA'ALEUMLE EFUNLE la� COMPARE r,m, W/ MAX Lksz) DESIGN ,Rf�SSURTF RATINGS INDICATED ON SHEETS 7 THRIJ 12, IA, 15, 16, 19 & 70 C 2) MINIMUM THREADED PENETRATION or LAD, SCREW, INTO TOE WOOD FRAME U"r SHALL BE I 1/2- NO IRREADED IN ORDER To VERIFY 11W, ANCHORS ON THIS PEO AS TESTED "t E NOT OVER SlKSSFD� A 33% oNCREASE N ALLOWABLE PENCOLMION 14TO STUTC� SKA� BE CONSIDERED AS PART OP THE REQUIRED THREADED PEARCI-NATIoN STRESS TOP WIND LOAD.% WAS NOT Jr;EO IN THEIR ANALYSIS FASTENERS SPACING TO WOOD RAS BEEN DETERMINED IN ACCORDANCE WITH N,DS- 20111� C 3� MINIMUM EDGE DISTANCE .-IF LAG SCRTWI, RID WOOD SHALL BE AS INDICATED IN �,IS DRAWING 57ORM PANIEL'S "QUAT27 FOR IMPACT AND MIND RESISTANCE HAS BEEN VMI IN ACCORDANCE WITH SCCT*N 1626 Of THE ABOVE MENTIONED CODE AS PER HURWANE ENGINEERING a TESTING INC� REPORTS So-,"S. 9F­57O & 96-T.30 AND I - I i/2' LUNG m A Um T C,4) = RLNETRA KIM OF *000 BUSHING SHALL BE 5/8* 1/4' 0-20 SCKWS US�� SUAU RE RKM F � tION `D-FV.N0 LAS AC_ REPORTS #2032 & #2126 . AS PROTOCOIS TAS-201, TAS-202 AND TAS-o031 TT=O EXIST AND 1, MINIMUM FOR WALLS WITH No STUCCO CRESM AS WELL AS AMERICAN TEST LAB Or SOUTH FLORIDA REPORT, 02 9.01-09, AS FEN TAS 201. TAS 202 AND - , I ECASI TAS 203 STANDARDS 1-5) IN CASE THAT PRTE STONE, OR PRECAST CONCRETE PANF,S. STUCCO OR WOOD BOARDS BE rOI;ND ON THE EXISTING, 2 ALL �LJKANUM EXTRUSIONS TO BE 6063-T6 A,,LOY AND TE)APER. (UNLES�5 OTHERMSE NOTED) SEE SHEET 2 WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH IRE MAIN STRUCTURE OU�TND SUCH PANELS ANCHORAGE SHAU BY AS MENTIONED IN C 1), C 2) Ik C 4) I ALL ALUMINUM SHEET METAL LISM A' CA.05,1RES SHALL OAVE 3105-HI4 ALLOY. (f)) ANCHORS SHALL BE INSTALLED FQLLOWI� ALL OF IRE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS fMmUFA:R,PFN A ALL STM SHEET METAL ETAKILS, �,�t HAVE STRUCTURAL QUALETY �,EEL_ ASTM A­r,53 GRADE 50 MINIMUM. G-60 GALVANIZED STEEL LESAGNAVON WrFr- IVIS - (AFTER ROLLED) 8 PANELS MAY ALSO BE INSTALLED HORIZONNEAULt FOLLOWING INSTALLATION DETAILS SHOWN ON SECTON 3 THRCK.G., 10 (SOECES � THROUGH 6) EXCEPT -RAT HFADFK-(M&Q SHALI NOT BE USED 5 &L SCREWS TO OF STAINLESS MEL 304 OR ilt, AISI SERIES OR CORROSION RESSTAIR COATED CARBON STM AS PER DIN 50018 *1 NO �, YIELD STRENGTH AND 90 III, TENSILE STRENGTH & STOLL COMIF-Y W/ ;LORTOA BUILDING CODE 9 (I SHALL BE THE RESPONSIBIUT'f OF THE C.ONTRACTOR TO VERIFY THE SOUNDNESS OF ',HE SroliCTURE WHERE SHUTTER IS TO BE SECTION 2-11 1.3A ATMACHILD TO TINSUR, PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED 10 �ONCRM, BLOCK OR WOOD FRAME BUILDINGS , , FE,_ WITH ,16 ", WN y 5 BOLTS TO OF ASIM 4-307 GALVANL?EG STEEL, OR AJSI SO4 SERIES SIAINUE�S ST MUM teUD SIRENGIH I(), EACH REGOLAP STORM PANEL WITR LENGTHS OVER S'-B THROUGH 12'-4', AS PER SErliCINS 0, 0, 9 & 10 ARC ALTERNATIVES SI o ANCHIRS TO WALL THAUL RE AS FOLLOWS BIN & IOW ON SHEETS �, 6 A 12 naPEDTIvEL". 51IAT1 HAVE A LEGIBLE AND READILY VISIBLY MARKINS INSTRUCTING CIWJER OR TENANT TO SECURE PANELS WITTi APPLIC-ABLE REINFORCEMENT DURING PERIODS OF I'LIRRICIMF WARNING W TQ_a94IND_F"=_GQNQNEN 11 THE INSFALIAffiN CONTRAGOR IS To SEAL/IMULK &L SHUTTER C0Mf1JNfW EUGE5 INHICR REWAITT IN CONTINUOUS OONIAC; MR, - 1/4'9 TAPCON ANCHORS AS NOINUFACTURED BY tTW RIALOCk, INL_ (MIT, V­,192 AY") IRE 8VFLtANC TO PREVENT WINQ/NUN INTRUSION, - 1/4� . , 7/8' 4;AT,X- IN ANCHORS, 405 MANUFACTURED By OEWALT INC (Mi.14, I'c-3000 p-a I) .- /."f ,, 2L/4' SOUO-SET ANCHORS, AS DISTN'DUMD By ALL PCIN' SCREW, BOLT & SPfeW.Ty ("Or I 2 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THtS ORAWIN� PLUS ANY SLTIUDINT� AND ZONING REGULATIONS iou", ,�L�Ouu "') PROVIDED BY THE JUNfEDLCION WHERE PERIATI IS APPLIDO 70 - #14-10 PARIELMATE FEMALE 10 & PAN91MATE PLOS ANCHORS, AS MANUFACTURED By ELCO CGN�TRUCIION PRODUCTS - (WIN I'-3350 R-Q I� (a) THIS PRODUCE EVALI.PitFON, DOCUMENT fPE7).) PREPARED 6" THIS ENGINEER IS GENERIC AND DOES � PROVIDE WrORkWON - 10*. GP TAP -DRIP ANCHORS, AS MIANUFACIURED ETY TRU-TAFT CORPORATION (f'1­3600 p­) FOR A SITE SPECITYC PIROJECI. - WHERE I'Mr SITE COMPTIONS DFAATF MOM ME FEE, A 1) MINIMUM EITABEDWENT OF TAKON ANCHORS INTO POURED CONCRETE SHALL BE I (b) CONTRACTOR TO 13C RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCI,UOING .IFE SAFETY OF THIS PRODUCT �/4-� 2' FOR PARELIOTIF FDOWE BASED ON THIS A E D. PROVIDED HE/SHE DOES NOT DEVIATE FROLP THE CONDITIONS OI ON TO'S DOCUMENT 0 AND PAMEM&T PLUS AND 1 1/4- FOR CF TAP-ORIP ANCHQRLS� CONS71ROCTON SAFETY AT SITE IS THE CONTPACTORS RESPONSIBUR, &10 CALK -IN A, SOUD-SO ANCHORS SHALL HE EMBEDDED 718' ,MT0 THE POURED CONCRETE NO LIMELELMEND INTO (c) THIS PRODUCT FYK_U,1DGN DOCUMENT Wilt BE GONSIDERM INVAUD if uw,nm STLI 0 SHALL BE PERNIRTIED 1/1' 0-20 SCREWS USED SHALL OF 1 1/2- LONG MiNALuM SHOULD STUCCO EXIST. NO I' MINIMUM FOR WALLS WITH No STUCCO. 44D MAY BE HEADED SC�_WS OR ALL THREADET, SCREWS W/O IIEAO. IdI SRI SFEC�t PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTEIRED ENGRICE14 OR ARCHITECT WHICH AILL BECOME FHE 90 W`n, WING Mrs ENGINEER Or RECORD (EOR) FOR THE PROJECT AND WHO WILL K RIESPORSIBIF FOR THE �ROPER USE OF THE F.E 0 OIGNEER OF RECORD, AGflo� AS A DELEGATED rho'NEES To THE A 3� W CASE R'A- PRECAST STOKE. PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOOD BOARDS NE FOUND � TH� P.E.0 ENGLMEFR� SHALL SUBMI TO THIS LATIER TOE ST"It .SPECIFIC DRAWIN,IS ECIR RE,,,Oil. CII5rNC WALL OR FLOOR. ANCHORS S�ALL BE LONG ENOUGH ,TO REACH IRE MAIN STRUCTURE BEHIND SUCH PA.F_,L, ,HOW ONE OF - - ANC E SHALL HE AS MENTIONED IN A 1) AND in A,2) I.) THIS P ED, SHALL REAR IRE DATE AND ORIGINAL SCAL. AND StG�T IRE PRO. ESSIONAL ENGNMR OF RECORD THAI PREPARED IT (a) TU_LIEIZ�,E_,uLOQ��, _&`1Ty_QnWi 6 TAPCON ANCHORS AS MANUFACTURED E" I I * BUiLDEX, PNC� T4 SHUTTER MMUFACTIUKER'S LABEL SHALL BE ILDCATED ON A NMI' V ASIBLE LOCATION AT STORU �/4.' / PANEL SHUTTER iN ACCORDANCE WITH SEMJN 1709,9.3 CC FLO PUT ING CODE LABEL . , 7/8- CAU-IN ANCHORS, A'S MANUfACTIFIFO fin DEWALI INC (WIN, L'­iSGO p­� SHALL BE PLACED FOR GR;F ,/,I4 EVERY OPENING LABELING To COUPLI WN,ET'ASmL10`. I Ta,j Y� , 'HE I *0 X 3/4, SWCY-5rl ANCHORS, AS P57RIEUTED BY ALL RO�W SCREW, E00 AT SPECIALTY C 0, 4 LORCA aULVV4� CODE (MIN 1'­18130 P'.1) 11 - #14-10 PANELATATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MAKIFACROM ER ELGO CGNSTTAUCPC� THM DRAWING SHALL ONLY BE USED TO I (MRAT "'-"71 P ., ) "'i'1114110flooll, OBTAIN PERMITS IN THE STATE OF FLORIDA 'PRODUCTS - - /4' t EF TAP-cIoP ANCITORS� AS MANUFACTURED BV TFEY­FAS7 CORPORAT*14 I"" -,� ?k M : I'q ­" 13 1) MI EMBEDMENT 01 TAPCON ANCHORS. ELCO PANELMATES AND ff, rAP-GLTLP ANCHOR, INTO ILY C 11 . " _­ , ..��,,,�, ' I, . ' * I , FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) r'". Jim ,"ALL BE 1 1/4-, , VN0 *'- 1� I ­ . I - S o"X"'o 1"Tef'. 1K - . � Z ).4 167 1. = -' N " 1 -1 9.2) UALN-N & tOLID-SET ANCHORS SHALL BE FUBEDOEG 7/a- I IRE GONG. - NTO -,I[ BUGGY IJWI No CIA . E a, . = ----- — [GLOBAL PROTECTION PRODUCTS, LLC.1 ""e"o , - "It, _7 INTO STtICCO 311ALL BE REBURIED !/4- 9-20 SCREWS USED SWULL BE 1 1/2- LONG MIMMIJU SHOUI43 CCO - _ F. ,i,,­-,. '1 ' , _ �f­ I . _ / DYM� "I'ST. X140 1 MINIMUM FOR WALLS WTH NO STUCCO, . ac -o'. _ ____ --- - OEM., -. STAT -- 1 r __��___ ,_ , .p, or � �� or .0 __ 14=. I �I �� �_ t, __�-4141_� THILUIT TMR4 a E"O"MIDIDWO-ir—n ", , -176 _%o,'� 'ZOR 0 IN — - -,= - - _,� TAX, 1 20 X17 [___� � ... , , i-IM-7 , .�.. " - -1 1, . W, - - =I __ , , ., _, - - ­0006110 I �*,,,',,'��M� I AN. , A I - ��,,W--�U ". ZIT ';; " - ,-]� , a . I L §77 Lk±= I - L . I '! Z � - - _ I I I EROWT EVAILILIATION RMWr NO, 20-0721.01 -1 66, MAJERIAL CHARACTERISTI AND.-SPPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 2o-176. 7.11MITATIONS AND CONDITIONS OF USE: 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 # I thru 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 Titeco, Inc. and signed and sealed by Walter X 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. Tillit, Jr-, P. E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,"i,11041140411", 0' �k N T144,,',� ,, ex'Y ".: ..... 2! 9 *1. .4%,;tz - ,,�. � � � ,0-N '." \�,EN& ", ,__ -I--- .:'� ':' V, ip '.,.' - i� I ,---�-, � Z _ .44167 '--. S= , a�.­­­_ -___=_*1____ __� -*� ­- 11 OF -*Z5 I �� �� ; I % . . Z , I I .. C11 �" - .'­11'.. " NAL 0 14WIJIIIIWI� VVAML D;I TILTIECO AOMON RECORDS % P. E. REPORT-20 I. GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANLZED STEEL STORM PANW DRM # 20-176 % REPORT #20-0728,01 /I - _7=:� I LrE< .,.,::. , TILLIT TESTING & ENGINEERING COMPANY - W.A dER-A. T-ILLIT, I-PL, r.E. I ­­ - PRODUCT EVALUATION REEORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: ralotial Protection Firciduga-U-C 4800 S.W. 51 Street Davie, Florida 33314 filteco@ROI.Gom IT. FIE T,ireooe No 44A' 1I,�,A.I_T_,._N. )TIDOJ9 1. PURPOSE OF EVALUATION: This is a Product Evaluation Re -port issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.0). 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 07f2712020. This drawing is an inte �v tll�oasijp Is R,k , ,,R�.�� ,q "'..1t4i Evaluation Report. ,�, , : , - ,�` , " `- V�:�-, - I-,' I`V\�IENS *-..T1_1 7 -, 1�� - I '4�. i;. . - , . - �____c5i;�7_:M I I- � J - - � . ­.- _- -�------1`19--I�41137 '-; 1 ­7512, 14 - ;-��,*t_, * - ! * _� " " � 'P. TATE 6F ""s '. � '13' S .. _Z '51"O"' "'tORO'� -',i', 11I �C, I , , �:,-' I 611- .. f�� �,� 6-155 N.W. 36th Street, Suite 305,Miami, Florida 33166 - Phone� (305) 871-i' 14e�b*h' .&W-1531 OfootiIIIIII'01" COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2=1-) __ . , - , � - - � - - , - , � - - -- , - 15 198' (TOTAL WIDTH) -- . I- � - - � _ ­ - , -, � - -1-1 - 11 15196- (TOTAL WIDTH) - -- --- - , - , ,- __ - - __ - .1 -1- I - 12,5m* (FMCINE WLOTH)f - - - - - -- ---,,.,. ­ � : - �, - � - ---- - " - 6 1/.� � I _1 ­­_­ I i _-----A2,50* ___ - - - 11 11_­_____­1_._ - I 'Po' - -TAW - � ,, '. I I I I - -- - � I I , I - ----r-\ , I - "'I" K,/ xt- �J__ F I- .16, " "� --%) �\ 2.657� k"',".6 ZT. � ­ 1.�So, -- � ,�-�Oo . � I � ,,1A, !� I I - ____-�;, -- - - ,� I " "'I.: �0_ , , 11MR-1, , 1 I � , , � -1.350,- , � - � ;, - - T �­, , - - - - . I , �* '� � �0' " I \ I "I i 'i - I * �11 �',__ . '1_500' , Doze, MIX THICK �-I,3501-,-* � . . " -- " , - A- 'N.- - - AM A-053 -- ANGIED STEEL '­ �, I GRADE 50 MtKRIV � , So =. M G-60 GALV. "a, "k, - - / Z � - / ' HEMMED '�� 47� '� - - EDGE fW. tl-- X211657' I 41 0 DETAIL �_T - .2�-' , I� .MED TYP. I ., � - DETAIL �! , \ \', \ 21 . , - I , EDGE " -, I / � N / IRET. \ " \ I A, / ELU \ ?I A � -.11 ---___-, --- ---------- 7-:f - - ,kz , - -- - - - ii_I=_t - . . � I I - ------ - T -,-t - ____ 61250' _____ - - -1.35D, T 5IM-Ema 2.187' - - - 1 .. , - I � - - ______ - ---- 1,250� 17 --- --- 2A.87'- -- -1 _� PANIC- *S END ..I.- �­ � k a 125' 1/".-20. 1/4,10-M .12�: -I? I,- W/ NEWAID Mar ,,�, _-` - - I .100- k 0, 100. ,.250* 1 , �w .12m, 1 ! I7 .- ,,a. - - 30A SERIES I '� - ,125 S S STUD RVERB , '! =`M,,W - -ISO-- , � -n I �"11 ", - /_ - , e,,�-, �, - � , , � - - '>� I,/, , ,� ,� � ,� , " L, - � �__,L___ ,_1 - ,�I R-or � � i - - I .M' 0 � I - 1 11 .1 .--�,- I ±0.0a. 100, 1 .093. I - - - - �2�11 � , ,��, " i, '. 2000 . - �� 3.37 ' 1 I I I Y" - - � I 1 , ED � ,Do : I -, � , IT20 11/1111!`E.`C, , 12 AND . /� '/' aw, 11500, -_ 1.500' ­4-- 1 1 ". , , 7 16". 1.Z_1___ / , ­��- I ;, I I , ,.,.! � 12 __ - , . I R a I i OJI.E, I �!� iA ,�, A � � 4"FR" ,,oT,, I I I I I ,� �,5 I I W 7, i �_S, " I I , , T 24tl I , - �! 12, I - -1 � I � I i I J I I I � . so- - - I — I � 4 - I - t3l / � i MAL & - 30-�, - - 15� � I ITTRY - I - .1-11, - ­1 - I �111500* - `-I.Soo- blamIrrAM-M-MA" I.- . fv-A _-2.-1--, -, _--;Z,OEG- � - - FOUNDED CORNER 0 ENDS OF PANEL's FILE & END LIP W/ HEMMED COGE (�) ni"_� - 03 "T-hMa f--" U111 ANGLE 4 ANGu wam sTup (�t Amu wring (N.1 9) REYgRSE STUD I --T VARIES , SEE DE1. I ___ _I ,/I I * 2i,4 - 4,344' - ' , " . * TY,o, RIP EDGE 374, 096' bF PANEL 1W , _�_ I . - ,W . .W� - -10 - - -, 750' - - � , I r, P7 11 i.40,-, .,-Irr .", ji - I , ------------- � ---- *=,a- - I I . �, � t .", .. \1 I --- 1-=_ __ .?'�D- Bi- , �____ ::�! I fq- T, I � 1 .640, S`,"D. 30, SCRA75 -1 15 -il/ ED To , KNIFE- 1 . ,2 ,/r oc I - .1 ­ 190, , I - - , - __ .- - t - 1 i,/ � - - f .. , 1 87 1, ; - I -3 I �`)i ,�l G­-,�- � 1 D63­\ 1.6-1- Ltff _- � I I"", , 1 015' I Soo. I- ig- i � _S/ 6*1 NOTE FOR M E& LOCATION AT 'BY PANEL OVERLAP I -Bir- f ,_ - ��.12 - ) ERG - ( ,_ ., ) " . 4 __ 4 � I - . I I 7.0 00 - I - W, .W* (�) KEY HOLE USHER 11 -1 - I r I -\ �21. ,/ --- 2.OW'- - _____- I I Ew. - -,'T�P.) I - - . ' ' -� "E" MACK A14GLE �� (R 31-C "r-.. IBM (7) FLAT RATE � : � i I I- __ N., ly ,Go,ci I �. GO36- now) - - 494* GALVANIZED STM ___ � - .. � -----, ---I - _;_1 I , - - (------, "'O"I11100"Loo" [ "_ L�---± --� I 0 I "��jV, I1..TQ7;4S ­­ � ....'.-VA ..- ,,\V,tA ,� -, - 1� ) 8.6_�/ _s&_', is * ... WITH STU 37 5*0 - , ,, I ,_ .,IN of, - - ii"R - 17 I �,, _- ; - � -. k . I ' "' S I 1 L=-.0 1 � I . - -_ I 1 A4167 375 \���/f � *. � I I * 1 f _*� * �, , � . - " FLORIDA BUILDING CODE (High Vatoolty Hu licane Zona)i - I . I - -I M3 � - � NICKEL 12 � 111. i6f. WING Nul MWTTOM I., S F .* Qz 0, ,Me '�;-J�% III. .�--�Z, ,� Iona ToUtoo, He, 20 GAGE GALVANIZED STEEL ST09M P*NEL FF a", � __ __ � - -ZOW iW 14-4 . . KEX HOLE -1 -A-- , . _. �-,F ,� (�� I . "M, ... A1_90U __ - .':�> -11 � � .. - � \ Z!5�� \ - -!!T 7/0/"" GLOBAL PROTECTION PRODUCTS, LLC. To Do"Ell N, ALUMIN11) ANGLE A'SEIRP'"lay IISE WAIT AID W/GuT MONOLITHIC WASHER W/ ADDITOMM. , 440 i , / I . t Few Irs""a A, MMEM�o Damp= --- 141 .�z - — 1 - . :ONIT-1.1 R,4x)... 51 START . E.P, - 1 U31. )M-75-!, FAX OIE0k)SR, � 20-176] I , 7/A'A,3/32* WASHER �STANLM STEEL OR AINEL PITTED Pao �E MLAL/RG*TURE/.TE . - - CA-EKOE"Tif I A - - - 2& Ili I 1 1­1 — I- QAKWW�� . I , I - I - I - _,"KEET I PF. 1 _41411, 1 MMUCT E81A1,17AIJON RE.ROR,T ND_1"1= 2 ZZ TES111KE-P-0111% Large missile Impact load tests were performed under SSTD 12-99 standard as, per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM F-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01�01 dated 0311 1f02 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattern, P,E. and Report Na. 021 9.01 -09, dated February 25, 2009, signed and seated by Edrrundo Largaespecla, P.E. and Henry Hattem, P,E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 cifthe Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by QC Metallurgical, Inc., dated Match 13, 2009, signed and sealed by Frank Grat , a, P,E,, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No, 1 OKM-1 318,,dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3-STAY07MR& GINEER]Nqj��� 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 12/1 6/10 and 08/271 3 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E, 3, MISSILE IMPACT tESISITANIZE: Large missile Impact under section 1609,11.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WJND LOADS R9§1STANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall beas indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.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 SSTID 12-99 Standard. I r, 0X"t0RLND_�"_02VM CA 3 ig 5. INSTALLATION: Installation shall be performed strictly in accordance with details indomd , oet'_� = ____" 0 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (VA.D.), . :e drawing No. 20-175. Minimum separation to glass shall be as indiQMd on n -0 ,, WJ sheets 3, 6,13, 14, 1 5I 16 and I 8 of 18, of Product Evaluation DocuXillient 0-,- " (P.E.D.), drawing No. 20-175� :�) .1 C� C2- C- . C13 oll ,,, C2. to C..) C- = Co ...4 0L -MATERIA-L CHARACTER]"ICS, AND SPECIFIC:AIIONS; IS '�:: -0 6&- cl� r_ - 1� (a C= C-4 X Shall be strictly in accordance with General Notes and Components I Gated on Gated o n '� 'Z; -C� C:2 0 , sheet I and 2 of 18, of Product Evaluation Document (P,E,D.), dra . . U7 0 C-A 5 , ..e_ .- . 20-175, C0 0 3; c, -,,-- .e S Anchor specifications shall be as Indicated on sheet I of 18, of ro ct �,_. S 0 ?-- 0 1 3; Evaluation Document (P.E.D.), drawing No. 20-175- Cr- "A '0 W '20, ?w -;; = LAJMJTA_TJQNaAXR_G�1Q�NS0F �USEI 0 wi� -5; W_ I I = 1 7.1� Shall be strictly in compliance with General Notes No. 1, 8thru 14, In cat,d Cat .5 on sheet 1 of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175 0- prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). ,,-- '_­.11­­­/_ -1, .", "� , ­_� 4? '. , E N 6,4, -� - �'� � __ - , ,� 4: ­_` � I � I 411,7 I ` - �?, -C '* - � VVA'TILL - . 1�� . - * . :* D*� TILTECO ADMON RECORDS � P E. REPORT.20 L GLOBAL P '_ 7: -0 , N P $. L , .� . , GALVANIZED S7EELS70RM PANEL �DIRWG920-176� RF-PORT#20- 27. . 0 � ., A411 " , "" , - 6"I'l . . I AN 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, I _b,iW/10, 2W/10,, 3W/10, 4W/10, 6/5 - 5W/1 0, 6W I I & 7Vf/ 1 1 1 -3. MAX _­1 - I ­_ -1-1 ANCHOIRSz FOR COCRETE SEE 5CHIErULE ON SHEETS 8 & 9 - - - __1 MAX- I* MIN F WOW SEE SECTIONS ON SHEETS 10 61 I I A * MEN, I � - — � I O' 0 � I 0 _61 ---"-,- ­_ "', ----.--- _____ ____ __J1 D,M., 02 ,(:3)� 40, �J'T-1­1 ------ I,- -r­ "-_7__1__ - 7. --' '-"r---T _T - � --- 7----1­ --- 1--l- _­T__T___T__1­L1­­1_­­ .. �� -I - I � I . � I I � � I � I I I ! � , I , I I . ____ , , .- - �_� � � 1 , Z =t­ -, i� I I 'T-T J - ­­-T----i� �-7- (D_(D. (a) 4L , . � 6 t , i I , I, 7 i I . I I [ 1 I 1 1 ______ I `__ I i i i 1!,I i 7 i I I 1 1 I i i i � : 'I � I I I I j, .1 I , I � , i I , I � t I I � I i � I � i i 1 1 1 � I � I i i ; I I � L � t . . I T i ; � I � ! " I ! 1 i 1 I : : 1 , 1 I � I . 2 I � . I � I i i i I I A � I I I . � . ED � I - I I i I I i 1 - i i 1 _� - � -, , i � 1-_ I - : , 'i 1, - L __ . . _ - __ - - ___ 1, - _ , ­ __ .. . I I T 6 , - " - - --7 - - 1: T- , - -, -- 7 - I, - I - -- -, 1 1 - 1 T I ; - T I , 1 r� I --- -_ T___T_ - -I � . � . . I ] I -1 I � _ i ; r � � . � , , 1 � " i � i � I __ � 7 9 I I i , I _ � I I I I . `­ - - 4 - - I � I L I � � 1�. I I; I : ; . T I : I 1 0) , , I I I ; ; I 1 I - i L I , ! ; � - - I , � . I I I L j I - I � I _. . I I I � I T I 1 ­14IIPY 1��11 I ", _� --- I : !4 I , � � ]", - � i � I I I � I I - i I 1 i i ; i I � � ! I � 1 2 I I I I 1 . I � i � i � I . I � � � I i I I i _ � I � 1-i I i , , , , � tw I . - __ - I - - - - - - --- - - 1 � ; , i 1 : ', . I I ; I � � . LT - . I i � BOLTED PANELS W/ 1/40-20.' o I � ; ,UNBO ED PANLLS 1 1 : � : I � : � I I �I � � i S.S_ M,S, BOLT W/ 7le . 3/32' 1 I (SEE SECTIONS AS I ; ; r . I I ! I I 1 1 wiNrNuTs o EA. ovdI I � i � I i APPLICABLE) � i i � 1 j t j � ; ] (SEE SECTIONS AS APPLICABLE) 9 � i � i � , � t , . - f 1 j I 1 " � , i I ; . r : i � I I .1 I � I � - � t � 11 � I � i .". - _­ ___ - I -L __ - __ - I i - 11. , I 1_1 I - I - - � - � i L �_ � � I L - - - I � . . h - 1 - -1 I ,� 1 ---;- -r- -I - - I I - � I _ - - .- �- T 'I L , 'I � "I ,I I , I I I I I I I ED i i �� . 1 1 I � I 1 i � I � I I i 1 i � ! I , , I � I f , � . i I � I , ; , i I i i , 1 I i i � ! i i i I i I I I I 1 1 1 � i i � � I I i I � I T I - t I � i i � I . . 1 1 1 [ r T i I , ; 1 , I '. I 1 , , , I i . i 1 I i I , � � , � I I i I � I I I I I i i I � � I I � I � I 1 1 I I I T I I i '� � � I - I I ; 1 . T I i I i - __144i___ � o� I tIi4l, - 4 - __� I i 11ti- I " -2 � jjj�l __ rio-1 It- � __ D.M.,@4 04.+ -4- . = A� I i, ',1. oil, I ;..'... i I i - I I 111.1 , . . .1 - . I (D'&(�)-@. (�)- 3' 1/4, 2/4 3/4, 4/4, 5^ 7/5, - mAX - I - onk I +IW/10, 2�/10. 3W/10,, 4W/ I O, /5 +6 5W/ I 0, 6W/11 & 7W/11 ___ - - ___ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 - � - - - . - FOR WOOD SET SECTIONS ON SHEETS I 0 & I I NJ'S 1fir I/.- MR.. W � (W.t OVERLAP -t WHOLE V41M �, e " - - __ - -, �i 11 j1. , I -'r I , I __ �.__ I- __ - __ ..., _� �___`111 7/7 ,� ,/*' " "i,ii 1; . 4 A"Ie. MAIXI GO, 0, *� i -1. I . ..". � k16) L in .�. li� ­...!�i*_,� \; - I FLORIDA BUILDING CODE (Higgh Velocity KUr cone Zone) 46 - ____ - - - .� . covoll 'Law. W. III` Z I.* ', 1 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN IN, ,I No 44167 .. - . * 5E � I - al*!. * �, ' GLOBAL PROTECTION PRODUCTS, LLC. "/W/2-- ,- - ­_ - I - MIL E C 0 ��_ _ I DAM NI a -,a'. ATE t� . . IND.' � ,%�-. 0AM", 11 I \ ,Am RW. 61 STREET _�__"!?�i,, . 1* r `ZAJT TOS"Nal ANY , IG? 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L 11 ; I I I I - -, . A I ;. I ) §� � : I L_ ! I �� ! . I t ! � !2� 1 '14. - I I ". I I g 8 I �, __ I L- I �� . ,V : : 1� � E I I . - I KAMR. i i T ".4., - - I . 4 , __ L ,1 ; -. I , I � . ,:. - _X _`51 � ; � , I = I fl T, . I - � 0 i & L 0 i - Sn"ON. M, - : - I �: � I - - - - - � - .1" 11� I � -,I . � I � , � I � , , � , i r 'L7 1 -(D - ; � I I � � I = I'CROKAt I I P',.,*-M,* , : I F�f : yi ­,A`L " I , ; . I f,/.-,-2&1- � 1 : - 140 - o- I I I �J : i �i wff "' 1z,=', 1,11, * . -7---3-1. 1 i "� 1�_ 3 Wt L f I I � � � � � � " 7 AT . 32- � __ :1 I � I ** IT E WING Zji 0 - M I � ; I I �; I A 0=1 T. -i -" , o, i : I �_1,41_�­ i - I I (�� � I - 1 �_ o' I=-- : W. tj _ __I 9 I I if, ! 1: ; I ; 1 i I I.= V - I - J_r__ 91 ixl. .."'.1,�-fo* � L -- I I;Q T I I : I � i 11�_ 0- _ - 11 FoRuh. �ROK - � I ,,, 1 1 11 : I _ -. . .� r- ,I 1�_�' I - T -�--, - i - 9 I : . oU,RL ; CO i C1 � "___\ _�_, � 3, E5 ;; � I -6 1 1 ! I I "I 1�_, � � It i . _; : 77,77 : -=-. I I _1. - - L_ - - � - . . ­,� .1 I I 9 I 1 7 7, " 7 , - 9 I - " I - i I 11 - __ . � _ __ __ - - ," . I I U) I .� OR . I .", I I >4/­ -,J I I - . � - --- - - - ,41, , - - - ­ . I I I : I ! � ; < I , _ I - "`�i r 1 1 umm. 1 1 . I 9'�VP4� i _/ '-_ L ­ I V . : i a � ; =-. I- . _ - I -I -, 1 � _T . i _'� -*� � . I _�� N I I- ,,, I W, � - 11 777,�,,�- - ,_I,;:,-_ _ L, I - 1� I I � i ; I EXLSnNG I : : I tYETT, - . 3 D L" M �;_ I ry ,lIi§- 1- - 1=1-1 = , - - __ � I a I I � I � . . , FOURED ED, I g '7 f/2' O.0 I & - I I I I � ; � � _AW_, �' I :, E STING POUREED E E.SFING POURED E 0, j � �;l --- .1 - I . ; L I I I I ii, - i 1, 12 ,/2. or I I III 11 __ I ; I - � I I � I � - . . I . - __ ". - __ L, ;_ *f77 : I I I � � ,- CONCRELE ,.� , 4%1� I I- , , ", CONCRETE up. L _� L, � I t �, I - '", .. 1 :_ 11 , , 1-0 , / - i ; - -6-0 COWREIE BOLROCK -1 . ONCRETE OR - -L, . I CONCRETE BLOCA \ - L .. I �,',�7;,, , 7 ,/ - �. � 9 - �.. REQUIRED - I I I I - I __ - *;#- I ; I - j L�1, - - �, I I CONCRETE BLOCK �� I ': I I I I . L � -MI" E-1 - 50% U�11 � - _ C 9, 14 dwa PM . 0 1. , ,2 ,/2. .0 , 1r.,,___,1.__ ; REBURIED ." FF!�4� E 0 1 � , . I I � . 3' II - ".I@. 6 IN; mm I* MIH . RE00"RED. I 11 I I L � , . I or IL, I � so% 1,t-_-�� 11" ­­ ,�A - , !Y2' -- /' DZT04 POURED , OF== � '.. Z7 9" , , 1 OF *L1 - I , - � �_, - I _-_-�� 7 �7. 7.7.,- � # r�l I - I ' � i7� I � I � OF ILI " W.. . L , I ,L _ 1-1; ! E T2 � CONCRM OF ; �', i 4� 1 4 _­ I _�_ �,��� L - _­ CXfSDNG POURIED �_, I , ..� .1, - - -, _:�. _' � ­ � ,L( - ­­., I j NW ---- L _ g,O.T 4t�.' I = I I '_ PI k� � I ­1 - C ) - a MAX t_ _ 7 � 2� ANCHORS FOR CONCRETE SEE SCHEDULE ON SHIFT 9 a) �' , ! .T L_ - ­­ I I I L �­* U�� L CONCRETE STOCK 11 I - ED 4 , !� ', _ , �� I ,J) MAX , I - . - = , , - � � I I CXSTINO POURED I &Emiys CAEa") �.� I � � I I � ; � � ,� _W . I L -,--.� -1 I , . � I L LJ - - - REQUIRED I . � � off*wlv� , ; ' I I I FOR WOOD SEE SECTIONS ON SHUT 12 '� ' '� I II - CONMENE ANIHORS 4 GONE AACHO" - ------ E 0 L __'� -VI , M.. `y- E-L � : III= Eiu� �. I 11�1 -0 11 CONCRETE � -j3/4-- . .. _ _^ . , � CONCRETE OR 11 � ____ - `�,� REOUIRED I I �,_� I, 1�1 [ -A) I Y.-; ,,. - IC-=4 F --- J I �L_ = 1 _1� _, ci (�) I_ _ . I . oc , .P , . �,M i L I I" . 'I pAft4l & a ELEYAIION - RETE I -C4'� :� CoNEITNET: ANCHORS ,��', I 1Q4 �. ,Tr"=l STU -L--- ". (10.0"ETE ANCHON!, .." . "', V, "a ; 110'. �_ -­'� I i RECLINED 4 ­_ 11, USIULAR STORM " SC (SEE SCHEDULE ON �14 - _' ,i ..A .Coe I - -7E: :.y -.F. , I " " (SEE SCHELud ou , �, - A$ 1, , I STUD . 12 11� � I L EAD , 1---i -, __ " " 1 "-, '� SHEETS a RINRUKH, TO SHCM 4 noicul. 2) P. lor 0 1 , ," � LC SHEETS, a THROLKIN 0) x, _P, OR PANETAIABI ": - - COKGRM BLOGX /2, j, n PIT ==1­ V=41 � I 0 - ISEE 50"COPE ON 11" I , W4 ,�, om , , % : � --I - -1"; 1 � � 1/4' MO. GAP ,�� 1, I � I L I, - - - I 'I- " DIM ScHrOmEs ON _t � I, `� ,L� L _ - I - �F. 2.57" PLUS On SIT TAR-ORIP ,�, I ­ -I* .1� L . . "�`L " 19:i7_"*,,:, I " lfg � I, � ��- L, - L � SHEETS a THROUGH 0) , I 1, i CONCRETE ,,�G,QNS ' ;� I-- � ' ­' `, '� '��,�;�, �' � � - N. I - FRIALIE 0 INK, zz;��f � , - ' ' , = _1 Im.P.- I. ii. L : __ 7 Oa V-110"Al ON (�) I C I in SHEETS 8 a. 2) verts 0 n'Rou" 9) 'I'l 114"�1111� 11 11 � , � - - � 0 11 J - I r ,4 ­T_ ,�' - ­ ,114- ; I 'I --_1 __ I OWN OIERLAP� -�M-KXZ WILI-Fe) 14 1 G R NoubmNO WAI I un Igg ( � � - -20�3/4' S.S. BOLT _ M O_ UNIING ALTERNATE J N BUILQ QVT 1112AHMNO 11 i ". I ""', ,EM MOUNTI 1 1/4'. , - � , - � 1� -*/ 7/a-.5/,-,-. wwo HOT 2 I ­­_", L' �- ­ ­ - - -- -_ I � 1� - I BONS 3/8-1. O'Diow NoR., "I _CV-19 I I : 0 ,2 ,/2' O.C� � L I I CONCRETE AKHORS - J_\ WW , I , cil I -*,. (SEE ScRED'ILE ON � " 0%,2 SCALE 3/8-,* SCALE 3/a-i- SCALE ,3/8.1' , z A�:� I "Mr 1L 2 y1J T _,_ R.", I- -7 .cl * I WID14) , 1__/ � 1/,, I � L, �­ '- - - -T ­_ I _- - ­ _'S I "`&,=am.*. I OONCNEIE ANCHORS y ieox� GAP I - r I = wo V Re, -_o 11. _�'DNQREVE ANCHORS VAIGOW,I) ., tSEF SCHEDYALS ON t S.W 2) 1 EDGE OF VGSDNO I t 0 CD I I I - - 6PONA,NG * NEW I' WIDE � VARIES � I,W 1 ED. EDGE DESTA14CE S , (SEE SCHEIN" ON I SIKEI 9) � I No, ScHOAL, 1 I--,o Co. -,EDGE DISTANCE �­ . THICK ALUM TUBE DR it' * � I (SEE SCHEDULE ON 6 L - 11 C%ypom) *-1-1%1� I L , W_ TOR SECTION A-_A_(1)mJ a) ��., . o=oToII - I I I p SEE SCHEDULE ON - - - 1. EXISTING STUCCO/ A I WOOD MATE SPACER � SHEETS a & G) I I L--. M-Wo"C"M on w2k 0 B= SCALE 313^,'-I' � MV AEOUTINTO .., SHEETS 8 & 9) " WOOD BANG I " L C1 �, L � ­ = CD;W DR BLOCK , 10 -1 I A NEW I* WIDE � VARIES � 1/9' � � "M 4SOULSOR 1 I I I - N9ff_i0_LQhffi2MON NEGOTIATED L. M i � - I - - ,I)OW, 1, &I TUBE OR I' � VARIES �,,�` � 1 1 AND -WALL ,M001ING DIRECT MOUNTING M I I NOTIL QI1_QL1$_1_1 I I P T WOOD PLATE SPACER 1- I INU ii� L. 10 I. . 11 1 BEH140 TRACK rl I TOP & BOTTOM MOUNIINGS CAN BE I . A666MM lll� JuNim I �P. I � -, I C&L4_(aANJ I" '/,* "L ;, g "'AtOLUJI.Illo�1l", TOP & BOTTOM MOUNTINGS CAN BE . � I MNCRETFE ANCHORS " I COMBINED IN ANY WAY TO SUI1 ANY : COMBINED IN ANY' WAY TO SUIT ANY � : �su: SCHED0,11 ON I I - ­ , I INSTALLATION. . __ 6-,. I SCALE 3/6- I' SCALE 3/S-1- rX,", ! I i .1 s L -.- I HEE,B a �." ii) G� , - 10, Z 11", j , ��r ........... I'- -'I� .. ­ __ I - k_ A. I 1� - - � ��',,L. " .L` ,L�CEA(,�*I. V, ID 1 , 6 1 _1 ­1 ...... Z11111 _­ ,;,�, _� ,:s ; . � _ "L 4�: `,Z._'�­'�'L 1�_�. I , - , . . � .�/ C., � " - -,M � , _ . I', . I K. J I ok I 11 y " I ­_ 11 11 " , - I - " I - I -1 - I I iR I I - � I - ln� � I - � 11 i - I -1� , - I 'Ji J� . L I � , � � I 1 1 i I F ! I I L I I I ; l :� J I i I I , - L . I , i I � I " It` '-.? ,j FLORIDA BUILDING CODE (Nigh Velocity NO cone Zone) � EXISTING POURED �, � - FLORIDA BUILDING CODE (High Violocity "a can- Zone) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) EXISTING POURED 'I - .R."I ...,.", __ _ wwaam Qfr- -- � __ - CONCRETE -3/4�­ , - : , � = (M SCRETIALL I Ie2' ML,, CONCRETE 13LOCK ., < I ..... .. F�, " , - - I .2m ToXica, m PANEL : 20 GAGE GALVANIZED STEEL STORM PANEL 0 I., REQUIRED. __ � 3 *. . - _20 TVIM., .1. F, ON - A A R Z . t 20 GAGE GALVAN2ED STEEL STORM 11 -, - T,`E0,. .0 I- = 20 GAGE GALVANIZED STEEL STORM PANEL 3 Mo. A REQUIRED -, f"Ex, = .. : No 44167 '; -_ i �Ow �,t;v� A. �/,� 11 �,- Xr � %� Lli � !_J61'11 ,�, INSTALLATION 'RACR C-t /, = , . . . , . Aft-E AN, .'' = : * : - OAAWTH a, Z N DIMON . OF SLUM5. = � . . Ro"A" Be - - ,� -*- , r­ -- E.D. - EDGE DISTANCE S*: _I(XI leouLl: ON �1� . - X6� SECTION X-X = *, * _­.: - � I \ * 1�-= Z 11_% � W = ; -talfc. - . �1 �--_=5o�­_ 1 SH � 6-_::� �­�---- , foo/n/. -1, 13= , WE 7_ .' �t SCALE 3/8-1- Z __ _:�, I I - __ GLOBAL PROTECTION PRODUCTS, LLC. .a,. (SEE SCHEDULE ON Top & BOTTOM MOUNTINCS CAN OF .- '\ GLOBAL PROTECTION PRODUM, ,. Oa,' i�l �� GLOBAL PROTECTION PRODUCTS, U.C. 'Okn� a-.$ / a ,� E 0 - - 0_11 I i�,'N 11LIECO.. � _%. S `TE OF� - - t -&, S IR" , �,,. on 16S7�.:.;. A� �_" / C I QUAIL EQR SMIi - � �� ___ I IL EcOinc, \ 4M & . ol START SHEET 9) COMBINED N ANY WAY TO SUIT ANY / 11LIEC0.01 A. $I STREET Z - " - 11 - CEILING 6h - . \ RIA S'.1 51 VRM A - neut "Cia"n; . ITENR ZFW­r"y iNSIALfATION, 1�, ';' V, , I - I � --- - 1N,.E. FL ANIL. molo, - �> ?G-i76 ,� , .., P� R113 TYL I', 6 TIUUT TIDITHO . 0 1,11 - - .1 .. ARL 17!� AWTFRAI � .1. Gel-15,RL "Al, AUT usn" .=re - __�I,.'& I I - mm X - - ., & 9.14"AIRG, COMPANY, LWAC 11 333 -1 PHONE, IAYI�M-IIII0. I. CIIIID-111 - ,', MIT. ".Ht� t.5.mo-75�% FA, A 20-176 , - -176 `­,"Ni"T � � . - _�SJ �-07', - ,,I. -I-- - , , (-).'I- , ALt 1--7-,re--:;r- ­­ 1. 20 � W, , - PHONC (V13 An"" "' "n"CRINIR.-O. - -::, - 4-oi-Yo, - CRAW04 ".. SCALE 118-1" 4 of .,.,I; POTI -.1 o Oft An ­ ., � - U."I AM- L < INMR,77;L,�,,,,,,�, _=_1 '111,;,A,1,r"AL V-, - (A-00NOR? _-t - I - I �. I � - t - oft.IoNe No, ........ ;'p- , Fim, . .-ZR;,,,, ----. r__ I , ho lool, _1111141"W"'"', - - ,9c*T""`1E` _J IIALTER "M . � Fr. ARM . of 24 000& �, foart t, OF 24 01001io &= .167 �_ iF �­��_ - __ --- __n&_2_1ff1k1P1L__. . I - 1 15 I � I �: : I I _____ I I I I I SHEET NO. SH 1.0 II - -----TT- I J-3-T I I 011 - I - - __I__ - I - - __ — - ___ — - — __ - - . - — — . ,. I— - . I I I I I � t 14 , ; I - ,11 !ill �. " I , I I � I A 1. I I I'll I i I I I I ONIHIII, WALL AND FLOOR MOLINTINQ INSTALLAnQK-Mg HAN—A I= PLIJ PANELS A I'Ll, -i—r y U Q 1 '114- m� Bantu) X jT U a E T �._T I ftY 2' W)", "W'I BOLTS " x Al2 , , 5/1v EDGE D' WALL 11. BLA= ou.:Rm Ix t IiLno a- /2' , I 1 fl-1-1 �10 P..Rm - — MIN., ED. - "UXP BUID, j 1 "n, S(AIX, 1/4 1 M­f. 4!TtfT,,, � "'n R7 I J i I i r --- r_. III v 2 —4'— "1. 1 1 I Z01 y 0 Lw KOOK 1.0 "1, Ir.71I!S I A 2 T it A`­NNQLE 'I _00 SNAN m NNAU.4 5Ki­a2*2A 1. A 00,04 1-CHMI 4 F SPLIT STORM PANEL ELEVATION smr 1/4'­* SCALE Eli I MULLION SCHEDULE polo" cil"M I I ut A RVIDLIMED MIN' (FtI TUBE MULLION - V 1/11' IN" > I'-,' To 5'-" va. ISO, 2' 6,-Io* To IS-O� 2" 1/8* No. 44167 G 'cant Zone). z FLORIDA BUILDING CODE (High Velocity Hu NTED w mn'Go. 20 GAGE GALVAMZED STEEL STORM PANEL rp ORMe, Sul 3/a GLOBAL PROTECTION PRODUCTS, LLC. 11LIEC 0 NOTE: WULON.AN 8VNV=G */Q STORM PANELS ON TOP )0 W. . slaw OR a SM IS 0, RED A, loi, OR BMDM IN' OPIE14ING, IIUJT TESTING ENGINEERING coul,"y Okw, � Im" .. - . - -- � .1. OUk-71HE, FM. (-)6%?­5"7 20-176 (ONE PANEL OPEAM W/ I'LIBE TOP & BOTTOM) f-I 1-- 1. � OP0 .-PH a`L`KNw P4 IA-0067140 - n" W"m A TV 'w"a, F Ow ? or n INS!-AUAIION DETAILS FOR ROULAR PANELS(I., _'!A INIQ EXISTING WOOQ STRUCIURES RV A ",&V [�_i r2I.F F1 Mo. w T _03- ,j t __6) To io WALL MOUNT] 41 INVALLAIION - ALTERHBVE SCALE- 1/4. L al -, TI BUILD -OUT Mamfmw INSIALLADON - ALIERNAM I Fri WIN SCALE-' 1/4' CEILING ELM MOUNTING WALL A MOR MOUNTING WALL MOUNTIHO INUALLATION - ALTERNAINE INSIbUMONS - ALTERNATIVE (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX� SCALE: 1/4 1' JiNSTALLATION - ALTERNATIVE A-S-D. DESIGN PRESSURE RATING) SCALE' 1/4- 1- SCALE- 1/4- 1- NOTES INSTALLATION - SECTION 4AW, SCALE-- 1/4' - I' 4. INSTALLATIONS ARF. ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO AND PANEL'S rO 8'-S' E +55�5. -72D p-s-f. LENGTH UP FLORIDA BUILDING CODE (High VolocIly Hu co,ne zone) 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN -7 —2-GAGE PINE NO- 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL- wm mmm. 1p No. GALVANIZED STEEL STORM PANEL F4167' f, 0 0 GL08AL PROTECTION PRODUCTS, LLC. W-1 MNX­ STREET TOP & BOTTOM MOUNTING$ CAN BE "It RID COMBINED IN ANY WAY TO SUIT ANY wm-,Ns, .H.IH),ee_vg7 20-176 INSTALLATION- ;;�Z AXIMLIM A.a.0, QES1 N PREMBE, HONG ad.) AND f.9RRE5FQNQ1NQ MMIMUM PANEL LENM "L" ;CHEDULE tvAuG ONLY, FOR PANIEL-M-1I &r9k 9mALLATaw AS PER smnams t mmu in ON sNirTI; 4, S & si MA)NMw &ID. ow-p") - - L: WN.O. 1 0 SCIPARVRON GLASS PANEL CONDITION rum asm 0, THEM .5515. _710 I-V OR LESS ~Lm `HRU a A 7 .MS, -724 to B,-w M­ z 3". VINSOLIM I THRU a & 7 1-0 11' 6 .4U. -48_0 iZ-'ORUESS _3_11r _,,I - SOLTED W/ T("- 2w, 5-1, $IS & wxwff a vmw a WRINCOTH, or ANIEL. AALID ONLY MR PANELS nI& Q INSTALLATIONS AS PER I THRU 7. ON SLIMS . & 51 MkOwum "G* _.um 00'm slv� FOR to, /21 xPFucAaLr in TAPOOR Cr TAP_mP rAX`x 'A�ta%AWE 0 Ame-n: tus DES� KESSINE SECTIONS I A, U ANY COMM RNN NAN To RATPC fP4 f TO COK WE COWCREIT BLOCK 10 CONCRETE CONCRETE SLOC'I TO m CONCKTIE CONCRETE SLOCK OF THEM /A N/A N/A NIA N/A N/A 91 a N/A N/- N/A v N/A "/A 2 riu-1 RA Ii/A N/A 6 "/A N/A K/A 2 (0~, .554,-72.0 a' N/4 N/A N/N. ,A N/A M/. 3 twiI r-v OR tm 09 Im 141A /A 1. N/A v-1 POP) -I- /A r _T_ _N/A 7 '12 �.Ill 5 (TOP/sorToNo SU 94M a A I) MR ANC14M IMK & SMING " INSTALLAIRONS INTO WOW nt%ME BULDINID. MIM" ICHOA SPACORIS AND UMAIM EDGE DISTANCE ME INDICATED, ON INS WHUDULL MIZ EO, LESS THVI 0WICATED ON %[DWOLU REDUCE "I" &INACAG BY MUCtInYINO SNOMW 04 SC.EDAE BY THE mulowm P41M MR It" OPIEW TO K POSSIBLE RaD`Cw SPA" ORMNED USING FACTOR BE - - 111-- .1 -- -D, ANCHOR TIM Ile. 114'. AmiAm am mom new ;/4. ID. - 5/4' LONG BRASS 80SHING W/ INUALLATION DEIAIIALE0 REQULAR PANELSLJ A /4'0-2W� SS MS. 0 6 1/4' GX_ FOR 1/., INTO EXISIING WOOD STRUCTURES 7T--T Amn LIDWIT'NS UP TO 5'-0* AND 6 OX, MR LENGTH$ w 10 IV -a' MP'. OR, j-, ID PANELMATE �LLAT 0 12 O� t WAN I I MIN. THRIADED PENETRATION HEADIERFOP ALL LOOGTHS LIP :0 1AII ADSOW� i, �4 10- 4 Jil. ED .3 it T[L-0, 0i vemm WoOD Dom KO"ARRI ALTERNATIVE 1W ALTERNATTVE 2A SCALE 1/8=,* -4- wAf va-i- SEE SC.DXu a OR MNA SEPMATION It, CLASS r TO GLASS EO 77'�, at ED Eli, to I, ED ED ED 1000 LIAR www" Ile 10. 518" LONG 8RASS OLrWG -OC "n"WO Ss w& a Me Lm1NSL`PTO$_ A406 FOR LENGTHS UP TO W-8, V.. 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RIEC 0' TOP &_ BOTTOM WUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY TtLur m__� 11DRIN4 CHORD iok- an" R, 1- 20-176 ALLATIONt ooil, x sEN,^1GNAuRC/CAw It. - - _ INSIALLA-TIQN, DETAJU FOR -REGULAR PANELSCV� a: --U INIQ EXISTING WQQD STRUCIURES PLu!F #14-10 PANCIMATE, PLUS C� W/ I 71a, _14 -10 PANELMAYE PLUS 0 6 1/4� O.C, W/ 1 7/8' N To EXISTING WOOD HEADER TH�mzcb ri"OON To EXISTINOWOC- WOOD 'Nitim-AL, PENEIRATON It) I EASPA10 Waco HEADER O`v1 SIND y. OVER, mw a'/' ac WOOD WOOD 14EADER OwREO_ REQUIRED 4 3. r Cl) SIT, Svw,-A OW SOL SCHENU ON st:E wtnu MR Mi, FORK j S1pAR*RGW NoN. sEPARxrKiW TO GLASS. OASS. 10 oUSS. "N.A. PANEL LENGIN I (SU NOTE 1) M.. PANEL LENG1- w.-2ox" I,s� FIR NOTE 1) MP. PAWL .1 1 SEE NOTT I) 0 ""On IOSER, BIOKO rw� McKim L or v OAK or 't, MAX MIK, 71� MIT xr Nm MASHER =z1v 0: 19 12 1/2* a C ia P�A 0. 6. E.0 I I G I 1 '�4`0 LAC SCREWS 2*.4' WOOD 2',4' O0D_ P 10 PLUS 2�,4� WOOD PLATE REOUNPED D.C. W/I 1/21 MIN THREADED PIENCIPIATION AT RW REWIRED REGUI ED C I '/a I MIDWIDTH OF PLATE TH.UED 1O.E.CZ., a -11 PLATE A /4-# LAG SCREWS 0 0* D.C. STAGGERED W/ =1 1/2" U`N. DIRECT MR AT ..PFNETRAT11" N Of PLATE &=NAM SW DIRECT SCALE OM-AiM UNTIN12i INSTALLATIQN DIRECI ALM § MOUNT YALLW L A ATIVE low =M NOTES $CALE Ile- I SCALE 3/8-l' 1, iNSTALLATONS FOR ALTERNATIVES IEW, 9W a TOW ONLY VALO FOR BUILDINGS WITH AS.0, DESIGN LOADS UP TO +43A -48,0 p,sI.L AND A P L ANE 'S LENGTH UP TO 12� 2. FOR NEW WOOD FPAMC CONSTRUCTION! WOOO MEMBERS TO BE SOUTHERN X,i� PINE No. 2, W1 SPEODO DENSITY OF 0,55 OR EQUAL 'S e ENse FLORIDA BUfl G CODE (High Velocity Hur Icane Zone) z No 41 .2m mnro''. 20 GAGE GALVANIZED STEEL STORM PANEL rp T OP A, BOTTOM MOUNOmrs CAN BE = ST G LOM PROTECTION PRODUCTS, LLC. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Rml�� IIL 1E C 0,.c z 48M &W, 51 STRE17 O"E. TiLLIT MIT alv_ m J"I. 20-176 PO�. (25.0" .. WALT" . 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ON LIFE UFE-,Y PANELL - MP U AREA WIND LTE SAM TO GIASS F PANELS I_-- _, 4 Et. REGULAR PANELS W1 OR LOCATION OF L*E (m NOTE I BELOW) SONNU`0H W/o SWIFTY PAW- MA*.W A41L 71-M C, 70-W PANDOMIE RUME 0 FMIEUMIE INJJS APPLIGMILE TO 2 3/.- 1 - - REGULAR TRACKS (SEE N07 I DESIGN SECTIONS MROMM PAWL ED BE INSTALLED TO To To TO To TO 'a -I" LENGTH TO CONGRIOE COMR4 CONCRETE CONCRETE COHOR,,M CONCIVELE CD,XRETE ANCHORS BELOW) LAST PANEL pwo SIM" PRESSURE a=- a= BUD" RU= (SIT SC.FOL�E ON-/ UFE SWET, PANEL OPE DNIEZ�ti_ CONCRETE OF THEM Su SHM 15 ANCHORS IVPE SPACING G"FOR AND MINIMUM Dia FOR OMX.LNJID� INTO WOOD FRAME BULDM. OR S.ECT Su. 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I - (SEE NOTE , mow) Gu,SS U",- , *"-' - ! , � IS I EXISVIK I 1� - � ; I= SCADVE � � , �t_ ,ICHUMM, ­ . I ­ -, _ : .. - -, L- , . Itms- solm" : - ­_ ! i N � uT) I � v.-­20ti- 11 , 1, � - It � I __ � AW �, 161 I ,/*-0-zw:__A -.-,, " - . I I - - __� S'S M.S W/ I I ITS - , , t 1 � Ms. W/ I ­ 4- . i I -1 c I , 7/8". A 3/32'1 � ! t I ; 4.1�1.U,311fr I I t I - WINO NU i , � 11 I __ I— - ,_ ,-,--: , - 11 -, - -11, - - - . i , ,-,-,-- - - - ,, �__, _:,� , _ :", ____ ­1 11 1. � _ _ __­ - , '� I 11- � '11-11-1 - ��, - I 6 , . �".,­_­ , ­ - I � I I . � , " ­ � `1 I -I __ , - " ­_ � � I 11 I , V - - - _­ �­_ - T ` � I f - --- � , I i I � , � ... ; t __ I , � 1 1 'e i`1 " 1, 1! _ I �414�, � � 1 f ; 4 ___ I '# TZ ON179 J L I I C I MIN TH M/ 1 L, � � 0 1 1 i - 1 4 / I � I - 1, - -1 1-11, ­ I �__ I I �: -_ ".. - __ --.-.-, , , f i i - � PEFTERTA11ON AT j___',_',','_i,=_,'__,_Z_,: ' - ,;' _' , -, M[DAMUR4 � I i I I � Of PLATE ,� � I ; - I I � I I ! � � I - r I . . I I � I I L� I I : 6. j kk� � : - 0) l. I I � (D a. , �._ -, I I , .. i - . � 1 1 1 )ZNT I , � I . .1 �JI, � I � - � i - - �, � � �o I __ 11 ED. - . - a 11 . �� - Flk;4' 11 t I ..: � - _ -veaii;= t - -- ­ ,� I '- I .- I �_ �� . i I �_ ; I ED . I � 1 r--j I I I � 1: EQ- I ' ' -- - � � . � I EQ - I I I -, . I I I I - ! I I I , I �_ -_ - ! !�. i, _. ` ' - ,_�__I - , , 4-�- � ;��_ -ig COW, �, I- I I I 1/1--20.3/4-SS LIS _1 - -_ - I I cow , I:: 'G NUT. W I 1, I _. 1/+ 4*5S. ILS W1 I i 1 , I I ­!jBY. I, 3/32' Mos NUT I I - T . � - - , - 1 7/8-.3/32. 1 , I � ':� 718-!.�,�I-�-�x. . 11 ., ye'. A 3/32* WING � ­ I ; i:j I ' � I I WASHER 0 12 1/2- D.0 11 I � WASHER 0 12 /2' D.0 � , !�i . I WASHER (BEMND) , I I I ![ j � WT WASHER (BEYOND) , I I I . 11 I I a 6* D.C, 1. . : � T i � I: , 7 I � I -C 3 i - �.� _ __--i "4=OwN,0 5' D.0 � . I � - - - � , . I ; � � � - L , STUB) , i� : P ! , I I ."i T .. � M.DWOR1 � � THREAJ)ED , I , I i =4�m TKWAM , � ___: I : -_ - ­­ � , I I '11, I ­ , ;�Lli A/�I:CWT;rAT Wo"01,-, I - N I �� I - , rr" - I MIDWKITH - It ---- �.. , : - .-OZITLE PLATE I OF PLATE I - ­ __ I REQUIRED _j'14' WOOD OF PLATE -_ , _ _� ­ REOUTRI�D ___ _ _ - _ ______X_ WOW PLATE -] ­11- �, ___ _ � , KiRr PLATE � REQUIRED moiI WA" - WALL MO I taN WALL MOUNTING INSEALLATION WALL MOUNTING INVAIJAMN ALTERNATLYE-7A"MMEL WfRt"EL &TERMOVE SCALE 3/r.I" 0 0 REMAR EMEL OMMEMEL "Moll"H4%, SCALE 4/6'.1, SCALE 3/0'." SCALE �/B'- I' ol , , ,!� Ik, TIQ/,?Z�,,Ai, , _ NQUES. �e, A� ...... ­. - " , 1 4j�,---,_��,Emse ...: \ FLORIDA BUILDING CODE (High Velocity H. 'cane Zone) � � --t- -_ -_ - - - - -_ - I 7, INSTALLAIKINS ARE ONLY VALD FOR BUILDINGS WITH ".0 DCAGN LOADS i . UP TO .555. -72-0 PST AND PANEL'S LENGTH UP To Ip-T* 2 : t2M V�RIM, 1 z ; *= �. FT` %a.4 1. 20 GAGE GALVANIZED STEEL STORM PANEL a . = r__ Z FOR NEW WOW FILM, CDNSTRUCTTOTI� WOW MEMBERS TO BE SOUTHERN - .--- - - ITFAWII fift� PIKE 40, Z W/ SMAIC DERSTIN OF 0.55 OR EGUAL- I C S * ', 1; E� - / ___ S1 , E &­-*_*U�___S�_�:Z_ , ' , \ GLOBAL PROTECTION PRODUCTS, LLC, P""l"`­ . c - � , ­o,.-� � ? _�'11 / 11LIECOINC. T)"11' - -, -, "it� 0 A40) I-W. 51 ST.w - --i� ��,Aw , . .. �_ ,� .� i�n TE,57wo . -imi,viog; compXAPI , , � ,E " , , AW".. - __ - _AWeRe,1 .1. . C_ OPAL rL MI 1111e%, , - t - , .,;r '. 1�1,., _v Xew­lm!� F^ `L-xA,6N?7 20-176 - I "`1 ­­ _I; (A.) -.1 - BMA`� � I ­'IfIIj,U1IILvwI1"�C_ 5&A,,1_,,w,lD._TT, , .1 -�- � - 7 P r= a', '.�,,8,7` :111 M ;E I �. -E SACT n or 26 I POURED COMM-TE, OR CONCRETE � B=k REOURED _I INSTALLATION DETAILS FQR -OPTION 02 FOR LIFE SAFEly 51QRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE 1=K SjRyCjVM Ij4' TAPC ANCHORS - - I /4' TAPC N ANCROn I , - TAPOON AKHOR-S 0 a ­_ ,j4' TAPCON ANCHORS 0 _ !��'� 9' D.C. 2' D.C, 9* O'C' . - 0 9, OC ­- - P z � , a � CONT. i II � . 'S i . - is 4 - §. Pv IT , ; ill POURED CONCRETE OR CONCRETE BLOCK REQUIRED r__C I . � � . ED- I I -1-11, i 8-0 - 3/32. WIND NUT SHER 0 12 Ile O C - I � I .... 1 4' T CHM I 6� I JST�G/ SIDLID) - _P00RED CONCRETE OR CONCRETE BLOCK REOUIREO INSTALLATION SECTION 3A 0 REGULAR PANEL SCALE 3/8'-I' � I 'A I - , ��__11��._"� I 4, � I I ! WW- . -q i , _tw ATURTAi, PA - ?, iPlI` 1.) h IL &J, .� "I 11 " 4 I ; I ! , " 1� I I � i ! � 3 '� 1 49 I I J �� �, , , , " . . 5. *? 9 i �.---,m .m' � I i - I, . ii i - , - F . ! I z ; - f - ,- � �__ I ,- "; �-, , I - I 9 , , I I I � ­­­!_�­ . - I � _,�_17 a. � 11, � , � � _- " , ­S � , , , C , " � I EGA � � 'I �11 I I " � I1-1 - , i 4 z: - �� � � � Z_� I- 1, -11 _1 - - - ------ 1-n I : ,,. 11� - , �__V8'0 A 3/32' WING " _ t, NUT WASHER (SEYONO) � �4' TAKON ANCHORS � _ ,, 4 )/2- 0�%:. (STAGGERED W/ STURT) 11 NORED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTAUATION 0 LIFE SAF SCALE 3/8".1" SU SHOET 19 & 20 MR ANCHORS TYPE . ANOWN Im - vat.. LWCA,I vwim Fm ,RTIA-1,ITIONS ART, WOW wA, Atam veNAM; RIj 1 FRAME BUILDINc TIMMAW ANDHOR SPACINGS AAID "WUM mm DW� ARE NITCATED THIS ­ -__ f L I SCHEDULE MR ED LM THAN IM)"N.0 OR SCHEDULE REDUCE NXTROR S-ACING BY mixTIPLInNIT SFACIAIG SHOWN ON SCWDLU me,wi F::� I it'l, - � - AMOL (A OW 001100 . "I" BY THE FOLLOW" FACVM FOR t" WIDTATIOW TO BE P=TBUE, REDUMDD I --- I—- , "r -, - , - " ___ � ____ SPACING om"AD, U504 FACTOR SMALL NOT BE Um THAN MINUUN sp-Cm .DicAnt, FOR DION ANCtOR TM ON THIS SCHEDULE 21/2' -_ -_ - - ... ..... ...... T , _, ---,,,,, , - 11 - - - 1.11-1 � , ,� ___ I � ,jr I - I , , POURED CONCRETE .1 , '� .1 N POURED CONC ETE , , OR CONCRETE , * ' BLOCK REQUIRED I �. __ � z - r1c _� - ,:� OR CONCRETE , " � m" REQUAPED 1 . __ -C . � i . 7 , . ". , 1/4' r 1, , ?/A- i I _... r � � � Net- - - L%'� - - I S v - I ALML__ _. _ - __ . - 6,0 �..,, C_ - .11, - ,�. I I I [ I r I � , , , E.D.. ,, : I 'I .", - , , " " , , �', I � - _F��, � , F j, ��", , I_, � , � ! I r r : I , I � *,:" " . , � " I", : ; � : , ('2) � � � I i i , , ; I � I ., I ! � '. cow � ; i '.. �=% sAimiid � r - , , .- - r � G 1 $ 1 ! ; F i � � _"""K" � � � __ ,=`e,, - � I � ­0 � ; a �; : ; Li i t j� =1 �1 I 1 xLIV51v I ! � _11 , I ' qx I 1 i � � 9 i�i Cn. SS . rr I " 11 � I I, ,8 � � I i � i i 1� � � � I 11 1�. 31 . � 1; 144, � I wg . . . 1 I � I I � �11 'I , I I 1 ,, . ;,� . ,� , I , 1 � ., I :! IIA�4;/t;;�Iuc� � , 4� Af_� , 6v ., x , N I i . : 1 ;� I I N � ; ! I � 4 - 1 ; I I i ; - I I I . --- � __ , I---- ,� I 1- �' I I : I 1 t I ,� i : i : 1 � - 1 ! I a � 1, - � I 1. 11 ��­ �f�� . I ­1.1,:�, I , ,�� I . . I - I r G . I i -71r, 77 7 , i - - � i I 6- - d, , 11 , : ED.. `1� . , r - I I `1 � � ED.- 1111 . ,� I � : I I. , I _1� a � I ,­, , � I I i ,�. ­ ___ I r__ " , = 12' _J_ _ - I - 4 - I_ ': � .0 I _ - I, ___ __ I __ ,", I 1q4-#_,w/4-S_S, ms� Ila"-.3/32' WIND HUT W/ WASHER ,�;4 _V-' -20.4/4'&S- ­�� /8.� i ,A3-1.12* MS, W/ WING NUT WASHER l� I I � I 1 0 12 1/2 - ox� : - , � (ev"140) ; I : , __ 1/4" TAPCON A CHORS N r � I 0, 4 ile oC WON � 1, I __�=. : a 4 1/2. D.0 I _ POURED CONCRETE I - __fg,URCD GOING E OR `RVE BLOCK COW REQUIRED WALL MOUNTING IHUJUAIWA SECTION 4A WALL OR CONCRETE OUCCX REWRED MOWMNG IMMLLATION 0 REGULM PANEL SCALE 3/8'-,' N _411 Q LIFE SAFETY -PANEL SCALE 3/e'- I - FLORIDA IL49ALLATION DETAILS FOR OPTION 02 FOE. -LIFE SAFETY. 5jQRM PANEL 5YSTEM INTO EXISTING WQQD STRUCIURES , ­ I , , , I � L­ 11 ­,;1__ - - � . , , . , '' __ , � - � , : '' , , , I � ____ - __ - , , , " 1 v , 'r ____ " " , , I :+,�--_ �Ii , " ::, � 7 - _7 "I , i , , , - . I �,� .,� I _.,;:_, I � I I , , � , "I �,' , - "I", ­- � 'r :, ­ - , " �! I .��;! I 1, � . 11, " � " , , , ) �, � "" I � )I , ," 1/4'0 TAPCON 0 O' OCF __ - ' M W THREADED W/I 1/2 1 .11 ,,, �,�:,___ � - k'' 'I, 1� 1 1 -1 � � I I" " 1 - I- H ,� - - __Cz:��p I I , 11� I I � i'ki PENETRATION AT WOW I I � I � I , � I I �, , 1, I , I I � r I v�, � f 11 if 1 4 i I HEADER � � , I � I � - I U � WADER 1�1 � 1 11 " � I � , �, � � - � III ­1 '' , �', I - " 15, . �� 4 , . , � , '.0 "�Efi E � ., . it 1, I 1_4 1/71" I ,/.- - � , - J_L , I I X ,1H - .1/2, I r I , I 1/4" , I , . I � � , � . I WOW HEADER , I - r I i ­ - _­ W­ ! REDUR-0 I -1 ,� � I 7 LL� - - I rci- - __ - - - , i - : 1, I I d � , I i WOOD I � I � ,� :;; , MEADER � ,�� - � I , , 1), : RFOUA.ED -, 1` I � mi , ," , ; . 1� "A" I I I I , , I E - i . � I 11 I � 1?. "I . � 1! If- _,U-� : � - ,,, [ II L___ _ �- :I I - I LL-I jr- i - (_ . J) . I j � - , I . C I ; � � I � I ,f) I . - RVAARAJVfTf� : i I i I . I : � I g 2 10 CLASS I . - fm SCRAe" � : Z_.___� ON smos, Is) i i I -UL� I -L' NIP., I . i 1__�� 'L, M.. I �� M sAma - I 5=t��-m te; SHOT ,S) I I I � PANEL LENGTH ; (SEE NOTE I BELOW) � . I � - __ __ -1, ", - - - ------ - __ 11 - 11 L -, .- �, 1/4'it-20.1* 1 __ I - - , I I , 1.1L LENGTH ­11 1.% I I , SEE NOTE I BELOW) S'S M.S� wl� , 1- ,�, , �', - 4 '7 I � I- - ­:_:�,: - _'�` � I , �: " � I ,� I I 1­1�,01 - 11 ; � : 7/ffG0 A J/32- WIN - i ; NUT , I ­1­1111-�,�­­ � - - - -�,�,- - O" � I � - � ­­­ ­ t I 1 i 1 I I � � ; ,; ! �, , 4 I I : I ' . I � . � _ I � _ t-. 7 - - ! I 1 I I I I i 1 ! I i 1 � ,_ _ _ I- ,4, �77­ _�'__'_'1v_'_____ __­' � �__ I : : 11 , i q, � - � (Ili 1� C I � � i ! � "r 7_1 . I iif� - � � I - I I � I _T�' r I t f 1 'M ' ' '� 'I � I- I . � . 11_7 I 11 _11,______Jj -7-F �o __ - 7 � ��. ,3 i�Lj I_ 11 - 41_�= , . � . � __ �.j . C ,� , " � -_ ----1 - 4!" tr , 143r, I EQ I - - I � _� -, I 7� � _� _�� I - I I. :.� __ 1 i __ , , � I . I , I , m � I I � 27.4' WOOD PLATE I _r - . i i �; REQUIRED __ ' " � 11 � , I 7/8's , 3/32' WING NUT _R 0 6 1/4' D.C. WASqv 1 f , I � 2"W WOW P � .7/8'0 . 3/32' WING NUT AIE �� � " , . I; , REQUIRED I i � WASHER 0 (OCYOND) I � � � � i 1.� 11 114-10 PANELMATE PLUS ,i -, __ ",_ 11 L11 0 6 1/4' QX. WIT Tie , __ � ItAI-10 PANELMATE 0 f/4* O.0 , W/1 6 I - I I � I I I I 1',;11, PLUS � ,- � . � I - -, - � � .- 1-11 '�_ I �_ � 7 3 ' . � � , WINWTi-IREADED PENETRATION �, JI� AT IDVAOTH Of - - WN THREADED . F ENSTROTI AT MIDMOT]i 0 "PLATE - ON I � � , ,� � A , J, � 1A____'­_­,,_._L3,__L�11_j , A� � " f , �, I _2n � j I ",""I'll, NSIALLOON 6 jE%w 10"HNOONMR, Tj 1. 4/,�NA gm a v IQN 11 SCALE 3/8- I' ,*�nl_,, , , - -. 4 11", �,�$_ENSI .%. -s SCALE 3/8,-I, ____ FLORIDA BUILDING CODE (High Zone III :, * = . ' -Velocity ,,Hurricane Pqm xn= � I 20 GAGE GALVANIZED STEEL STORM PANE pf, 1. INSTAIUADONS ARE ONLY VALID FOR BUILDINGS WITH. A.S,D. DES" LOADS UP TO .55.5, -72.0 PST Mo PANECS LENGTH UP 10 6'-B' = : * _ :*E _ - * r- _ -, ' - `zz- A_� . ,ni.�_ - , a - " It I - _ � �� - , , - - _7 �. > - � SATE df_---__,,i m - � S � � F � / GLOBA L PROTECTION PRODUCTS, U.C. 1109 C 0 ft '.,. - 2. FOR NEW W FRALIAL CONSTRUCTION: WDOD MEMBERS TO BE SOU`rW,RN iA a �� z I 'i . Wv�,6, / INC - AACO Z,w. 51 STRW PINC NO 2. W1 SPEOPIC DENSITY OF 0.55 OR DDILAL '.. Omu;;51 ", TTUJT WAL r, =I, TEORK' Z%0_�",= 20-176 __ ,�94-;L­f::'�Vgr , - - _* )emi`�, rm� (� - TKA) ­AUA - I PAW) -­ , I- NNW_m I .111", , - I 1110owl-, 7-J-P-Tuft/vAn - If , C4- WALTER AODR67H? I - i . I - - I - I OR'NAART; .. . 11 A E - -,L -_-� . - Te . . I mwat ILI ` POURED C014CITICIE -_ OR CONCRETE BLOCK Rw-hRED I i INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STQRM PANEL-MMM cf) INTO EAKINI PORED CONQRETE OR CONCREIE BLOCK STRUCTURES T""r TAPCON ANCHOWS v4, , TAPCCINANCHORS cp I 0 9. ac III, .. D.C, I I POURED CONCRETE __j :P � �f - . , OR CONCRETE BL= REOU14ED I - I _� - f ED,* �-�� ! . � � I - I -�,,� ,�-�'! L,:: I -1,1� I , , - !� � _`PAAWAaI`A` � 1=01. - p� .w 14) : L � � i � I I � i i � � ­ :�, 111F., I �, T 7- �,- � $/A- we.- - - i IT " I'D 1� . G e � X I0 �' � � 9 .1 I n I : Eo�- "I I � ,�� . � I , I I �,� . I I I � ,� ! I I 1 1:�4 �_ _�j - . - _ � � , - , � , 14�10'0 PARELMATE PLUS W/ I , - Ila r . 6 ,;4�W2' YANG MIA WASHER I O'm . NUKED LDL4CFICfE OR CONCRETE BLOCK REQUIRED WALL MOUNTING IHMILLAIM SECTION 5A 2 REGULAR PANE SCALE 3/8--i- SM SWET 19 III 20 FOR AROHM TYPE A SPACM FOR INSIALUtt" INTO WOW A40HOR TM Ve� - - v... Nilit� A-1 A MAL AWMAN v`oW0 D".) 3 1 FRAME BUILDING MW ANCHDR SPACINGS MOW I ;%LLA EDGE DISTANCE! ARE IMACATED, M 'S *--- Ice -,,A Ile') A I SCHEDULE FOR ILD_ Lm n. .A Tz, .C, SCHEDULE REDTKE AMONG WATKW& SPACING VOeAI ON SONVOW m. -4 - t&;� e_-­BZ � -3"-] XIWL M am mawo wrolk I IV, TW 10LUMAND FACTOI& FOR THIS 04301ION In RE PoSw_1 Rmixim . I 1 � - - �. Y?'� �, - ." I - - 11 ­­ I V�CWC 06TAiNTO LAW, FACTOR SHA'A NOT EX LESS IFIAN IANIWTw SPACING INDICATED " FOR EACY, AAACMIAT ,YK 0. Tit$ 11"EMMILF A 10, I - __ - ___ _ , Ir ­ __ I - -I'm - - - , IATT - I 11 ,-- I - - L - I _____i__1fT___ - - I I I ��4r ,------u F_ __ - ­ � ED* ":-4t � ! 4��i I I i 1 k! � � I � CANT ! . I ,- i I - � I I ,j) ,, , - � I 'AAIw R' � � , - 5I I I I 1 1 15 . � I aj 11 I, , '] I � � :- ,-- - - ­_&� 1_4� , I I . __ , "" :- - -, 8 1 4 1 1 � I i -� : :- � - 1 --- , � , I �� I i I � I I - �� - - I- - - 1-11 I ­ ­ 1� �­ I 6* t, 14 - ­ . qv�_iw---� : - ,:� -; - - , , � ;�� ]I j 1 � i I 1 ,, - f - , I , . I t I � __ . . . � . , I- - - - _ - I � I - f . ; I, ! ; , �7 7, -777 � i - I � cv. a I I , , I - - ` I � I Co. .�� � ,�, F _� � 11, � r - , , - I ,,11� v -1 ! I - - __ � ­�4_ '', `111 _1__f_ � � , ­ - .1 ,4�- '0'- PASELMATE PLUS W/ 's A 311r WHO NUT WASHER UIMNO) POURED CONCRETE OR CONCRETE BLOCK REQUIRED -,, . V, .�_W-_��614'&`el`.,� � '. ! No. 44167 ' *: I w �Ai- NIUVISAKLIVIMAWE SCALE -1/8*-I" \1. lzi _- z _Z� 11-1 .- DO -T 4:�Z__o I Id. - 3: 1 .S zl � w Cf- 5 z i. i-I ;�� , FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zan IoMZ0 MTEM - L20 GAAa GMALVANIZED STEEL STORM PANEL rp _ " ZED _____ - - QTuAAW 5, LO R � GLOBIAL PROTECTION PRODUCTS, LLC. w/n/20 LIECO _ BARL " Imr� N AIM* &W, �� !,"Ron -----F , No A, mal"m WT. rL =?. = ..: I .1 - ___. .1. plo� NWNN-Is� fm: (A" 7 20-176 _ , 1.1­m..L� `­ - z-r--_-----r-_-­T -__ I = I _, ITTANIC W. - . PANEL SISTEM I E-Z HANG STORM PANEL SHOWN THIS PRODUCT DOCUMENT 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PMELMALIE FEMAU ID PANEILUATE PLUS INTO CONCRETE ON EVALUATION (P.E.0) HAS BEEN VERIFIED FOR COMPLIANCE IN III ACCORDANCE WITH THE 2D20 (7v, uOTRON) Or THE FLORIDA BUILDING CODE. EILOCK SMALL HE 1 1/4' FOR A, WINDU EEO AS REQUIRED BY THE JUPISDICIT" WHERE THESE SHUTTERS WILL BE INVALLSO AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL FOR A DIRCUTIONALITY FACTOR Kd-OA5, USOK, ASM 7-16 AND SHAL-1 NOT EXCEED THE MAXIMUM (,kS.DL) 1/4, 0_20 SS SIDEWALK SOLTS USED- SHALL RE LONG ENOUGHiSHOLAI,C) ANY FINIS?l MATERIAL EXIST) TO DESIGN PRESSURE RATINM INDICATED ON SPEETS a A 26, ENGAGE 3/4' INTO MCHORS. IN ORDER TO VERIFY THE ABOVE CONTIDDIGN, UOTMATC DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED To JLS.D. DES04 WOO LOADSOY MULTIPLYING THEM BY CS III ORDER To 8�3) IN CASE THAT PRECAST STCNF� OR PRECAST CONCRETE PANELS RE FOUND ON THE EXISTING WALL TO COMPARE THESE Wl WAIT, (A.5,D) DESIGN PRESSIDAT RATING5 INDICATED ON SHEETS 26 A, 26, ANCHORS SMALL. OF LONG ENOUGH to REACH THE MAIN STRUMRF 8`404D SUCH PANELS. MNORACF SK-41 RE AS MENTIONED IN 8.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMMIDITS MO AK44ORS ON INS -ZD. AS TESTED WERE NOT OVER STRESSED, A ,`SA INCREASE IN ALLO*AW STRESS FOR WIND LOADS WAS tM USED IN THEIR ANALYSIS FAS7ENERS SPeCING, TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.M 2015� (C) ANCHORS SHALL BE INSTALLED FOLLOWING .ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS OF 'HE ANCHOP'� I I STORM PANEL'S ADEQUACY FOR IMPACT AND I'ATITPUT RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. THE ABOVE MEN'TIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT IT 2032, AS PROTTOCCIS TAS-201, 11 17 SMALL BE THE RESPONSIBILDY OF THE CONTRACTOR TO VERIFY THE. SOUNDNESS OF !-HE -STRUCTURE WHERE SHU71ER I TAS-202 AND IAS-203 IS TO RE ATTACHED TO INSLATEE PROPER ANCHORAGE THIS SHUTTER SHALL! ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSiM HAS BEEN DESIGNED TO BE INSTALLED ON THE OLMSIOE Or THE OPENING ACCESSING �K OPIENIW�l FROM THE OR WOW FRAME BUILDINGS INSIDE W/O THE USE OF A LADDER OR Urr THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED To BE PERFORMED 12 ME INSTALLAiOGN CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RpmAAN IN CONiwUOUS MOM THE INSIDE Of STRUCTURE. CONTACT WON THE BULDINO 10 PREVENT WNG/RAIN INTRUSION CAULK MO SEAL SHvrjETA TRACKS ALI AROUND FULL 3. SMIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN fMSTALLAKON IS REOLIRED 'o af LENGTH. PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SMA&L COMPLY WITH SPECS INDICATED IN '.HIS OFAWING FIUS ANY BUILDING AND ZONING 4. SERIES 2000 INSTALLAHON 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HDRIZOMIA! SLOURS STYLE YANLYWIMS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND BOOM INC- E - Z HANG STORM PANEL SYSTENI� IS PAIDIT PDOING, I- ALI -WINUM EXTRUSIONS To Ill 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I f, (.� THIS PRODUCT EVALUATION DOCUMENT (RED,) PREPARED BY THIS ENGINEER CS GENERIC AND OOE� NOT PROVKLT: INITOPMATM FM A SITE SPECIFIC PROJECT: I,., WHERE THE Sfri CONDITIONS DEVIATE FROM THE P-ED, I N_ ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3iDS-H14 ALLOY, (L,1 CONTRACTOR M BE RESPONSIBLE FOR THE 5LILLETION, PURCHASE ANO IFTISMIAOON INCLUDING LIFE SAFETY OF 7� ALL STEEL SHEET METAL PAN" SHALL HAVE STRUCTUPAL DUALITY STEEL, ASTM A-653 GRADE 50 Mm, GALVANIZED MEL TH* PRODUCT BA= ON THIS PE.0, PROYIDED fity'SHE DOES Nor DEVIA71. FROM , In N DnNLED ON , rHE CONO 0 S DESIGNATION W/Fy- 58.5 ksi (AFTER ROLLED), THIS DOCUMENT CONSTRACTION SAFETY At Sill 6 THE CONTRACTOIT'S RCSPOAMJINRY� R, ALL SCREWS TO BE STAINLESS STEEL 304 OR ,316 AIS�' SERIES OR CORROSION RCSIS�TANT COATED CAPHD% STEEL AS PER DIN W THIS PRODUCT -EVALUATION DOCUMENT V4U a CONSIDERED INVALJD Ir MODIFIED. 50018 W/ 50 iesi YIELD STRENGTH AND 90 ke; TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA 001,"r CODE SECTION 2AI 1,3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BIE PREPARED By A FLORIDA REXASTERED ENGREER ON ARNITECT WHICH WILL � 4 BOLTS to BE ASDA A-307 GALVANIZED STEEL. OF' AM $04 SERIES STAINLESS STEEL. Wil� S5 �*, MINIM1W YR710 STRENGTH. RECLINE THE ENGINEER OF RECORD (E.OTI.) FOR THE PR04CT AND WHO WILL BE RESPONSIBLE ,OR THE PROPER USE OF THE P.F M ENGNEER OF RECORD. ACTING AS A DELEGATED ENCINEER TO 74r P11), ENGINEER, SMALL . L SUBMIT To THIS LATTER TO ANCHORS TO WALL SMALL BE AS FOLLOWS-. " THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) 1QjAIz1aw_F%iUUL� �OMRM (a) TKIS PLO. SHALL SEAR THE DATE AND ORIGINAL SEAL Mo SIGNATURE OF ,HE PRITIM11ON4L. ENGINEER Or - 1/4-0 TARCON ANCHORS AS MANUFACTVITIM BY iTW SUTUDEX, INC (MIN. C-3192 t-i.) RECORD THAT PREIRARED IT - 1/4- 0 X 7/8- CALK -IN ANCHORS, AS MANUPACTAPED BY DEWALT INC (MIN, t*p.3GQ0 *_,,j) 16 STORM PANEL MANUFACWREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 41 STORM PANEL IN - #14-10 PANEL Art FEMALE ID e. PANELUATE PLUS ANCHORS, AS F RED BY ELCO GO W MANU AM N­R HON. UC �RODL JCTS Sf � . ACCORDANCE WITH SECTION ITOS-9.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING W-33.50 I I -0 R. LABEUNO COMPLY WITH SECTION I-7099.2 OF THE FLORIDA BUILDING CODE - ALL) MINIMUM EMBEDMENT OF TAPODN ANCHORS MO POURED CONCRETE SHALL BE 1 3/4' AND 7- FID. PANELMATE FEMALE 10 & PANELMATE PLUS, A2) MINIMUM EMBEDMENT OFF 1/4�0 X 7,I(B' CALK -IN ANCHORS SMALL BE IS 7/0" INTO CONCIRM NO EURFEDUENT INTO ANY FINISH MATERIAL SHAM HE PERMITTED 1/4- 0-20 SS SIDEWALK DOLTS USIED SFW1 K LONO ENOUGH(SHOVI-D ANY FINISH MATI)TIAL EAST) To ENCACE 3/4' INTO ANCHORS, 0 ... 40mu", zo% THAT PRECAST FOUND Ao�n !�; . ! � A.3) IN CASE MAIL PREC,W CONCRETE PARELS, OR PAVER$ BE ON rAE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONC INOUC" TO REACH, THE MAIN STRUCTURE BEHIND SUCK PANELS. ANCHORAGE SHALL 4.--`,$ENS�%�0,, BE AS MENTINED IN A,I) AND IN A�2)- 4' .1 �. - , - I / - ' NO,44167 ". � (0) 1Q_Qa51mj_l;QNCRm_wJ%1!�� i * f ! a * B1. �' w E - 1/4- 0 TAPCOM ANCHORS AS MANUFACTURED BY I TIR BUILDE1. INC - � -.-- ­ �' - FLORIDA BUILDING CODE (1411h VFIILDL,I�y, HUT cone Zone) - � �/4 0 A 7/8' C&X-B,I ANNOIR�_ AS MARWFACTURED BY DEWALT INC (f'­1500 KZA,) S '-� - , .1 F -20*0 MRIV0. .`K' 1p �t 20 GAGE GALVANIZED SMEL STORM PANEL At ALM " , , . __4 4-`I0 PANELMATE FE4ALK 0 AND PANti-thATt PLUS ANCHORS, AS MANJFACIUREO SY ELCO CONSTRUCTION ­ PRODUCTS (1'­2071 PA.!) I _- I �, - , � - - Dw� w . - . \ /20m, / -1 ----,. 1� . . . . . I 1� L' 1� RIECOm. GLOBAL PROTECTION PRODUCTS, LLC. *'/O�m I 11 � Am L. . %�, L I - . cIA"If PAW_ 11 W1. . / iQ I � - 20-176 . V­ ___. .1. PHONE BFAIJM­�� - fo'lm-irm Iw � ­­ P.E SEX�LAK,t`DATE CA-l"X6719 _AA ! - !-.I - I - � - , , A I - - . IRILIT'I ITT n nolum I tUo,t -;-- -,-­�-- I _6­" (1) (2) c- I c') - M (3) -"-' _0 > = 0 (3) 0 -#"- = _0 " a) L_ CL C_ 2 a) c:)_ o ; C CIO -0 a- . D 0)15 Cn a) -&..a �� P4 31. C =3 _�!& Co - Co Cn '- �� a) _0 0 -2 Q ca ;�_ = 0 I- �g 11- a) 0 0- q ?: w � r_ C 0 -9 LL r_ 1. ...t I Co (_- 0 . - -.I..- ,,- - Co r. 1_* M 0 > W -C, W .- = C= " eo .;_ Cn a) " _&­1' L_ C_ Lg .- C- (n 12 CU Ca ,,..�- M _I­_j - S � - = co < 0 0 -0 .- - 0 a 4 z z w mi - - COMPQL4ENTS FOR 5ERIES 2000 8: 1000 E-Z HANG STORM PANE S/24 1110A) ( � 2 www) IMAUAlION DETAILS FOR SERIES 2000 AND 1000 E- (SCALE 1/2-l') /24 01, W/ OR W/o & (D MOW) 'I, Le. 2*/24 V/24 (SM NOTE 3 BELDIAt I ".FOR DDIACRETE AIAPIORS, SEL I. " PANELXVINTO =., ,* ?" . . T T-ur 11:11 3' M.. SCHEDI - (SEL snexiviAL ON __ - . - - - _____2 .. * Imm I'm WDw SCREW ____/!_1'"�!_`cR` 2 - - - ON TPW 2. 1 L SHIM n i � I M.. ANQAAm -----------, 1, - `_ ` I I � WaHeeS :L, - �­ -__` - r - - - - I.." SAS qa: -am" - , t ...... C �, " � - - I - - � - - - -I - -I _71 11 \ ­ ,4 � - F =..� ----04 F 11 , - (11Zr . - __ - __ - I � END 04 A"OV ___:� �� :-__0. 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T L I ��'� 11 I ! � �, I _A� _0 I -. -----F--, --o ------- ­e'-::!:��- ­7­'i- _�___ _. !411 Li! E i i �� : I 4_`Y­ - � 1 ! ,�"_.,. g PMV0 n I - `Pw n, � .. , � . ____­_� _. - ­,­ I I— '::�=�----­I- P-Ir (Typ') 0, - ._2"/'� - - L ,�, ===:11 -,I: 4 11 '�_ y.-_w.)/,- 9 , - ,I, � �,_ � ! SEE NarE . a" , - L=�� I SMIRVIDIN I Y44 en I cj C1. Pmto�s END tip _.�� -1, 1.� � �'r_, - 'I'm 3, 3, - �__ pro �/ `IERAR 4N 11-1-17--mall I "W-7. , . " I MIPI I BE - �w- ,4 - '-� �L=U%�N� I 1. __ f I 7/V. L !a =-. I I ,.,/ I §- � . GLAi,,, `5AAL`P � -, - 150' - M­ t,AflTAfo �[ NICHM: SCE -,. cfm� I I I =- A, W1 FICKPIED rDGpL - >�_ I , I_ ­ .250' I" W, . ON SHIAT 25, FOR WDOD SCREW:-, ;;� AT END OR"" LI7- 1 1/2- 4 aw", 9 I I 2/1v ; 1 10Ai W StPAR.-loff- i 1 �,- � CDL -, `� 1 2 1 __ ,I M,r ' I @OR (Z) W/ OR W/Ol D6 - 07 sm VEtTVAS o" SHEV 26 - i I t I VIER, `wa`,AFI I I ,;& oWTRw to GLMT5- I - gA I I ,,,f � " - P-��"- 11 �� INTERIOR PANELS I r AP , , - .1 EL 0 TO BE *STALLED AT EACH ZiIpAsa.0 70 BE INSTALLED AT EACH I i I ,,-"� , �_ ! R, -,-.'- --- I.E!'! , ,fj ! I ,�-KZ�5 - , - . -1 ALWAYS BE w-Al't HANDLE w i I I I . . " - TYPICAL ELEVATION FOR 5EgjU ?.Q99 ORMP"K`MVs`L�E =Mwl EMION EOR - 11 I tj I . - I - TO FACUTATE *,I IF INTENDED TO BE KISTNUAD FROM 1 4-- Li i ____i__1 1/111:z� �",� ALWAYS BE : tj -� I I I I < To FACILITATE = I I / f - �, �� 125' 1 125' IF WTVIDED TO BE INITIALLED FROM TYPICAL EL �E81ES 1.000 114SIDE OF SM=URE- I i I i - 11 - 9 ! I . . _____i I _',,:�, �, I I- - p 1 I _'_ I - - - i - - �DE OF STUCTURE. E-Z HAN ST I �� I w!­_�_ I � - , , m I! I --. I_ f I I ! , F-I _^1 _j � 11 O2111- � � I A HEMMED * � SrAz 313r - I �* -III- �' ! . _ - 1 ! I ,,- 7, II ' , "' � I . - L� _L' __ ' .11 _� I i w - , I , ,,-, �o DR. ! - I 'RAN ?f , � , I - EGAa 31jr - I - . , . ­ I '/. ,_ - ef� ; 3 750' i r, I -1 ------- 1- i T­ I �m I '; ;�, F I 0 I I W" ,/,./.: - i , 1P i -I/,. - w I ; I : I j .8 . I I � Z( f � --j - - . � /A- Me� GO,p I,.. N­ BAR ­1- I 15, J � , ,_ 0 Ir _"e C3 ) - T, A 0 , (D = 10 I " -jr- - - - - % : � i t I � I ! " - I , , . I i I I � - I I 1 j-T 0 '' w:./111.1 - , I I I .. I � ­� ,_'1,11�1' ­ 1 i I ',,� I ___'�, .7-\-- _,�V_, I \-/ \_'111'_N_1/ \_/�\_1Z :-\Iz- \N ­ I "� I � I , , ell ­ ;- 1w. r -I I -, 1 -i I i I 17 ,,"--'\ 7 / '77�\ / \ / I �' �11 I h 119METRIC DEW DEIAIL A Ono I I �_��/ �� N � I ­1 ,-, 0 I 4 1 = -0 A M)UW05 :� T H �11 :(6' 1 1 .� %, ROUNDED CDR ER & ENDS OF PANEL'S j " I I cly, T-' (D w - - @, 0 v PPKRm wri . I � , I " 2 .i A251 __ ;0. 'I 2. A F'* , 01->_j - � I - " '� � - / , 11 I L -r " 1 � - I 1 I H I � 5ECTION A- =91 .,J. - !-,-�, _ L �7_ _�, AEQ1QN__"- --- - � , - - END URI/ HEM ED EDGE � � I (4 =i I - It i/ I " '1� - J q � 0 j I , . I F� 4 I I __=_ In � �', I p`HaKX y " I i I � _� ,� ..", L_ , (N T.S)M I I - - - - sms .tl3r . f- Sw VU* - I' , i � - �-! . OLOK. " 11� i y - - - ------ I I I t 9 4m 1 v . - -,---, � - I , ____ __ I �� A, I " I 11 , , - �', , - '�' 1� - �:, , W, , -1 , , ,,, �� ,, " ,�, ? ­2�000 ­­ 5!') (1), DMULTVL.�: t - 2 HANG STORM PA14EL SYSTEM CONSWINO Of PANEL � 11 I $Ko"Wep I 1i 'r - KA � L - - - I , -5" M­ 1 - NQ'fEr � I "I I __ _ , Y ---- I . 11 0- .- .. � 1'_,� ;v1*U1= . - , BOTTOM W/ PANELMATES, � �w I _� " .�a�. ...- "I', W. I I',W%` I . 1 7I'i - i�:� "i i I -SM" TRACKS AT TOP & PANaMATE PLUS OR 15' LONG , " �, I i �, I . 4 �. GlITNID eAoll� =_ [ 'I. ,�,- . , � I il " - - m 09_0F _=� C - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL - ;, � ­ ­_ .. - �� 1. -11 I., � 11 I I I, , L .- 11 C-t. TRACKS TOP & BOTTOM. (2) END PANELS SHALL ALWAYS BE "I , , KIP OR '/A-- A* m m - - - mmu- , �-' si��' w,Q-K. ,-,�-, ,%, 7 --- A &WM- ANGLE PARELM&FIS EX` TRACK AT VTTTDM� END PANELS 1 J,, AL � / " ; ,,, V 2. ,, WT,E_ I eWl 2) C OR "o ' ' - . ., WITTRI'm ( (�) " J" IMCK I 6ND�PANELS $HALL ALWAYS RE CONNECTED 70 WITOM TRACK OTHERWISE A STOP BAR � i "",-,,, " . 0 a) IT (�) WE,�� NTAN/F7 LZNG , ,DC T ( 44NG SILL WALL By MEANS OF - a Z2 "INTO TAXED EFT AS . �,A) � . Ir - 4 Al Q , , WWA AAA HAU. GE PROVIDED AT TOP OF SUCH PANELS, SHALL Or .4EC;'TED TO W/ I/ ,C ,. m-m-m/ , � - --- - /I c� i * _ ", � . " VA e4xT * "No NUT $ mi. THL, eu -A 0-.... -, I- 125' 6061-76 Alum. ALLOY (3). 1 MIDIA CONNECTED CONNECTION SHALL CON -AST OF DESCRIBED E, , - ( _+1 01JONG Itj3L , - (41 VA&W(W) /LS � A. ,2) -r 1 WALL AND . - .) 1� W/ 7/8"ft ID '�oTt"I'M T I left ­ m UNIINQ T I WaLCL-9 �I, V) I I �1/32 MID .=R ' MI, THUMBSCREW (3). FOR CASES 'MIEN END PANELS ARE USE JCANTL* (P AT I WALL MQ _ItML � 11 1 1;2 ERS MAY "I(I q pa TFAC 8 AT EITHER OF TWO i _ 0 FLQQB 10 CEIU HDNQ INSI, QUILD-OLIT M INST. m OF" ENOVCA,�T-Q�N Of FASTEN I , CONNECTED T,W,Rx.-w,A5 . - EXTERIOR FLAT FLANGES 13 W%4: v " if (4) (MIJEEND PANELS ARE NOT STOP BAR, SECTION I PROVIDED AT TOP OF SUN PANELS. SCALE 3/8-1- SECIION A I il IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP EAR (4). FOR INSTALLATIONS MIEN BAD PANELS AND SOME INTERIOR PANELS ARE DIRECTLY . I � 1---c8 I '..", SCALE 3/8-l' SCALE 3/6-1- � is ONLY USED I A07NLM TWO PANELS,SMfi_1L BE CONNECTED TO BOTTOM TRACK 'TO - MM4 I co I 1) MOUNTED SE.E-alIDIS1 SILL T]*1 S OF PANELMATES, ONE INTERIOR PANEL IR5C SIWIKAIT� $ 'r *. I 1 1 010UHN US NG SPECS ;:;XT2D AT ANYABDVE, N SUCH ME. CORRECTION OF PANELS MAY BE U , W/ K AT BOTTOM ATTACHING BOTTOM TRACK TO WALL I I . � . 'D WITTLARBROM RA ,'U,J� ......... " FOU I t, / I',, , `Kr AT "` N' 1 No W/ b, I A, - R' " , . I rf:--,--- -- ---- fl TO'BDTTOW TRACK MAY OCCUR PANEL IDCATION TWO PANELMATES _OWiNG XJEAN SHOWN ON ELLY.AlION AND W1 3 1/2� __ �_k 11� , I I f- ��L��Z"\ (5) SEE SECTION V, 3' & C ON SHEET 24 SCE ANCHOR SCHEDULE ON SHEET 25, X EDGE DISTMCF ro His DOES - . 4) ,I t- ,,!",'�,,*, - TQ�"\ C! ! o T NTEPIOR W= UE I t _411 �,, ....... `I I I I ! �, I - I .L , NOT NEED TO RE CONIN&ED BY ANY - �. . � .Fm I E., "MIA-11-10. ,,ft-,0.'M_= . 750' 065- (T,,P.) W� ��,�- 0o"WHITOIN'to S I I '�� \�F, N,�e."..!fPS, 11 . , - . . Uj . .. I;P I I -11 , THILa I-TERIOR PANEL) RAVE k�CfNsi* . 111r.t I DI KEY S'Z RE INS'. � - j, .---" E " . � 1:. �!41;k% ,H THAT ADJACENT PANELS 8. E UT'r & RIGHT SIDE OF � I 1 /fl - A OVERLAPS RETAINED By I ;I 4 z .1 .- S = � I I i : '. z ... `­ , S , = Em cmuTAWATKAj � = : NO,44167 .. z � : " � --------------- I C Hur one Zone) I - () z * - Deily ur cone Zone I < =3 1 *! I& . - _ a Veloal!y Hurricane Zone) FLORIDA BUILDING CODE (Niah Yet , t I -1 -- - Pifin T,R!D(LNC. - uwao Tvm AT, � i 1i z I .750- - � rm i - : � . - .3 cn,R, mmo, - - fi,, 1 I`. .4 FATE OF -� - f 20 GAGE GALVANIZED STEEL STORM PANEL : . No, 4 16T _-t 20 GAGE GALVANIZED ME STORM PANEL I RRZ- BY , i I I S z 20 GAGE GALVANIZED STEEL STORM PANEL z . - -P '- I I [ I L------j 1 - . No. 44167 .� % ... -, , I 11 I, / - �.V -, d 4) . . - - , A I '. EN.q . , , , , _ FLORIDA BUILDING ODE �Hlqh Velocliy .. � FLORIDA UILDING CODE �(Hiqh DRAWN KY. = /X\ I �7Fp%. STArt OF .' BY - = *: i I .,g� .r V. BY ; 3' MIA---j _ - ,a . Q�___ - ___IST__� DETAIL I L__'I M.777-----1 , - - / - - - I -0 " - , � "O, . v _____ -I, / __j_jL_TE C _0 \ GLOBAL PROT 071"'Im Tlnl- _(mal AM. ANQ (�) STOP am GLOBAL PROTE 0AI- STAT OF #_ - I ECTION PRODUCTS, U.c. A,,� \ GLOBAL PROTECTION PRODUCTS, LLC. IT ."If, (2) 3"xA7 :i­ CTION PRODUCTS, LLC. ' r � � I - ow AW, 51 SIRM !�, -P .. - , ,A, . / IIINC. x AAIa,T %,. III ,Vw SCALE: 1/2" - I' VIEW / JILIECO ime \ 4m S'.. 41 � . ;� --fz ,O�R�li ­--� , It, . L-:-,---j I I' LONG t�Wm_ , =, A I I ., .A,K. `L =I. ..... ;o �� �eI,',�!� ,�10 1k) ,� '4 TAJLIT - ____ �_ - T-- . 011w R. 3-i". AIWHc ea4)T&9-?fHf,, TATL (W)UR-Win -176 '. C � " � � - �m, (e541W9-1A4*, `M� I03AINWW-M7 20-176 _= - . - - 1. "How- (TURPRAT-n4k to, OR-N&T-11221 20-176 < 3-T5 PJwrn. ALLOY IN Mm 0"m N� - I (" I ­Fera 20 "',*001*01" I I% ,E sm"Sn'"Tuft/um ch-mm"TIR - I AA. I -I - I � _j 606 - I I "�_ 1. A_. =11=1.1114 � ETZ. 11 - A' - - 1�;-1.310 ____6 ow,mi No. .1 17%/,% wV-11"I", , oA,WAeT . r I - I - $i� � ,-.-'- WTTR A. Ruff j" P.E I 1 __=______wW_111 �, �r n I 04"'. " Az . 11.1 , I I or 2. 04i_ - - M, - �- L_ " .:229212 mrT If. - - . a2trd W. f L ____ - __=_11 I � - ±�- :-: L,--:-j ­­ .. 1- _JmHe I �*���T_ - - . - - *" n 0- I I I - I I I SHEET NO, SH 1.2, MAXIMUM ILI!). RUION PRESSURE MBNG (a.z.f.) AND GORRESPONDINQ MAXIMUM PANEL LENGTH -L! SCHEDULE FOR SEFJES 10OV20DO E--Z HANG =RM PANEL d) SYSTE 1V iAJR-gIiLY-XQF--F-1%�1 I'LaM.M-P T­WII-411%4ULZ4�, MAXIMUM &SO. , M. PANEL LENGTH I OESING P 19, ` I MINIMUM WITON I PANEL APPLICABLE TO - I!, (, SEE S&�,., i TO CONDITION SE;CTmNS .66.0, -75-3 1 70' OR LESS --- 2 ppr i I BOLTED . I 'I .1. S, "W, - I i ". R 3'# .66'0� -75�� I - ON LESS ,. I I 2 7/a- I I BOLTED - - - �, & .-* . - MSUA W/ " vs;gW4 ­ M.I,, & WI�JT Al LAILINUIP & � OF P� LENGTH ED or PANEL MAYJMUM A.S.D, DESIGN ERE RE ULNG (a.z.f.) ASP CORRESPONDIND MXIMUM ANCHO F- � SPACING SCHEDULE FOR, N$MUMONS INTO CONME & CONCRETE BLOCK STRU R L I I D - - - L%=-PSV,Ba-FAMtL-=Wv--1-105 A�-FIR,'LtML-1�-W.V--4LMUI-;A-', L--�- I-,-- S.D.. MAXIMUM ANCHORS, SPACING MR C 0. - 3 I/v - APPIKABLE TO ANY, =44. L� ­ 1 =i - v D,T I .- CALK -I. PA.C.MATE FEMALES . PRE�-SURE I ___ Amamm Plus RATING N, �2.0) CONCRETE ITO �1� t I �., --- To �?� TO CP.� RA CON M -,� -,,,,,,, I 10 cowom , aUX:x I � 12' � NIA i 12' 1 ­ N/A 12- 1 N/A 12- I N/A I' J, 2- (TOP) 11, I-- 3- * 1 To- 3� 5* '. S, � '. I' (BOTTOM.). 1 12' - 3. 1 12- -------I- - 5. r -- - - 6" I- -- a . I S, -- -��-ES20W -miJ!1-MZ1)M L. N/A ,I66.0, -75.IF------- I/A '� I/A ; - N/A N/A NIA 12 1/2, IT' 2- CELOTTOM) I 7" I N/A 1 6 1/2" -`;�,­ ---- ' N/A I - 1/2 --.r - ---� --­-f­4 N,FA - 1/2' -- N/A - 3' �10p) I !--- 12* N/A ' 12' N/A 'I /2" N/A . 1/2 - ./A � 1 I i f I 1 I 3 (ROT-M) i I 12' i N/A I 12- . i - N/A I 12' -­L�� I __ N/A 1 I 12. N/A . I i I ,- (TOP) i 12' ,��� L-1 , 9 112- 1 12- 1 ,I- � i 12- 1 Il- 1 4- (BOTTOM) 1 I * LIMITED TO 56-0 o.sj. &&D� DEMN PRESSURE RATING A SEE $LAW U TVA ANCHORS TYPE III SPICAPO FOR 4NISTALIATUONS INTO WOOD FUUME oLkDm MINIMUM ANCKOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICITED ON DOS SCHEDU14 FOR E.0- LESS THAN INDICATED ON SCHEDULE REDUCE AACROR SPAONG BY ULILTIPLORG SPACING SHOWN! ON SCHEDULE BY THE FOLLOW40 FACTORS FOR THIS GPERATION TO BE POSSIBLE REDUCED SPACING MAUNED USING FMCIOR STAL­ NOT BE LESS THAN "MUM SPACNIC INDICATED FOR EACH ANCHOR TYPE AT LEGEND -!t= AMC" rate � IP�. - I ­!�A*a - - lm!:-�- -- 114 m , - ,--- -�V�m TPPWN I PANEUWTE COALE III IMARELMATE PLUS ""- Wz 0.) 4 � - I � ,/2 --- - 3 3 11,P M44 ­­ ��­ ­T,727- _:�­­_­:,�­ '- s 1/2 . 9 fAm - 1 1,12- - I - I - - - . ­­-2--,1r I j --------n-.+-!­m - I !/2', , , - - I I - f- I I ,4� I + I REQUIRES MII, DISTANCE BETWEEN BOTTOM OF PANEL I ANI) 0 TO BE. 1/2' Jj/_'�. V­� M. F-4.-I­-@ , ++ REOUR15 M­ DISTANCE BETWEEN 0070M Of PP44CL I AND 0 TO BE 3/16" 3/1 (V 4 ! MAI V.1- BUILDING -,-- ---- - ---,----I COMPP-L4ENTS FOR REGIJ RL­..LIfE­SAEEiY A E-Z HANG $TQRM PANEL-.5YSTEMS I (SCALE t/2�1-) i - , - ­ - ­ - -- ­­ I I - 15. 1 25- (70rTAL WIDTH) - . - - --- -- - --- - - ­- - - 2,187- - . -- -- - , ­ - - -125W (EFFIEUTIVE WIDTH) ­ - I - ­ -­ i v - izw� I - - .193' . - ,10- -, 114 ' It /" I SS - 1 ji- : I �,-- - ­ 6 1/4' ",) - ­ -1 IQ I N -37e-- 25� 1 - .1 � � - cfte�,'T,PM�.­i* .5w---;,- LID- - - I,,-4o'- - f, 1�250' .Ise-- , �085* -- 1,35 I '�` - ,- - -joo- I 'i I (MAY BE REWFULM) - I I . ; 'Sm. I I I " - ,,, I 1, I - IF4. IT' '- ` I � , , - - , I, , i I ,- I - -- - ,GAG � . T ,� S.,- f�, ., I L , .250, ie"', `-Ell 0.024' ", 114" (' � � - I, 1 3,315- , Owl � 4� 1 . #0 -- ,,, 4,11 7 ­',� �I`11 ' - r 1 671 ,4 1 � � ikEMMLil GALVANIZED STEEL -)- " 1-5po I I / /: �7. � 1 � ME .STM A9fM` ;�P. I - . 1.0 X* I .W" 1,015, ct�, � - --- 4a , I GRMNE go "W"o L 1 I 1 =-- --- Bo mr , ,�", I 1. G- 2 12 1 -- - -j E= . -- DETAIL A 49 ­ oGA' ",---j 125� 1 i -TTYP",� (TYP ) J I 1 - ----- I - - - ­ -- - - I I - 2.00O'-- . , S. -- L­�350" - 1.350' - - DIFFAM. I PANELS SHALL BE INSIALLED ALWAYS - 2.38r --- - FROM LEFT To MGM Wj 1/2' LEG AT END AT LM SIDE OF PANEL (D !a!-Emim (�) !C-IRAO (�) AWa-MML= , �' � �,� "I r(P. Top EDGE ,� ­1 - , I OF PANEL 0.024' (Mi,) I PANEL S Cvv Lf "� , I " � I - � I GAUMItZCD STEEL 575, .,S10. W/ Nemum Eva -1 I I ,... 1 I I - /-, > ,., __j L � I � � --­ I - I ' ` RANCL , / � / - -- "W, , , I , , I I I-f, , - - . , , -- 13�3". ..27cr I -1 - . - I'- I. - - - I - , �. I , - ( -'I �� 1. " - 00 I . - '. I , - �- � �L, I -,? I ��­ 54 , "L --I- 1,62 0.37 , n 1� rM�,--Ilili I .-- - ­- -- - L� -16.2!0- - I - I -1 - , .07' -.625^�� / I e" 1 - ­' - - - I . . 002700- � � HEM 2-59" - �- C115-1, OR @0 3 , ___�W. - 2�250* - I , _ �'%- , FAM" 11 , , 21.-� �­ , , � � I � tim., - I r; 1, - ", I ,&',Ii 5i - , , , ROUNDED CORNER 4 ENDS OF PANEL'S I . �v - I I 0.� ma* " -1 - U. � 2 3n, - - END UP W/ HEMMED EDGL I .- 125, i ; �NT,S) 21"Ir TYR, BOTTOM I j -------,- =AaJ 2-5W' ===:q7 3.7 - -4 (�),KU HOLE WASHER (�) ' � EWE OF PANEI - '50. - GET. 067 LL 11" I -0 I' 1115-11154 ATOM ALLOY 072' 50. 1 1 -- 1 2,1124 I I .SCE SHEET 6 FOR ADDITION. ­ I - .750' - .6 3' 1 F LIMITATIONS IF SLEEVE UENGT� IS I J'� � I , 125, I I ONLY VALID FOR INSTAL RS ,PLO � -.Ogl* � -II I I - I - 1,250. I _�7,. 09 SLEEVE 2 1 18" 4 (TYP,L F, 1W IWFW STKICTVRES t- I MAX, UN08 I I.7Ep'- 1 - - I . J ,.000� 3750- LI ­iqr I 2 ow - I L- ! � 20007 - - 2SIB, - t­118- x��- , I �Z.) I - "'S� - � i 7W �=- . i - 00 -7. - I i I -Li., '") (�) *U" 14EADER I t , ­- - I' MIN TO S' M... ---- - I - 2.ODO'- -- I " (R SLEEVE 1 MAX. LENGTjj - @ ANGLE . (B .j. IMCK g Mffl-HAHM -1 ............. .... v m. 3,000­��- 606T-M ALLOY � , (1 114' ME) 7-��Oo- L- 4'. ,?�,,�,WJ!4;;,`I�I -" , (USE ONLY FOR E-Z HANG STORM PANEL 4, �',-�aft;��. "I 4s!� -.,� I I ­� ED. -- rf-- --�,275�' .082" - � " I , -If � 6' 1 MIN",� '. MIEN) 6063 , ALLIM, ALLOY � .1, , �� I S , I I I �, i ------ I i - -- -i -- -, , ., I S , 67 , . = .- No�44167 I z. FLORIDA BUILDING CODE (Non High Val-CHY Nor Icons Zona)j 1. - ;=�� 60 I 11- -­ - - -- -­ " ,I,, -­HAN. ilsiw- .NII 0 0 = 7F 1 * � Is - F.P OR, 'r ---- - " I ,,� 123' `A. I i I L a I . = � �TE.l I.. 24 GAGE GALVANIZED STEEL STORM m- W. - z ' 'AN. I 2 7""...,- r I ­ I- "a E OF -' - : (TYP I L - ?� i _,'O , 11A I - -- SEE SECTIOPIS - - ' 250' ,�,, , T O � -- . ' � 2 - - --- [­­ I - I _ �L 9� , . _,� i S, _ MIN __�;_ I- 111LIEC01me. GLOBAL PROTECTION PRODUCTS, LLC.j '71m"T"' -DOD* ,� , __ _*;� � - I �To - 4-S E�. _ _ _ _- � - -1W __, " c 010) SV. 51 .­ " A - WE, r. =I' - - - - - - - - IL .1. I , �� Ptl, PHDN, 4., 20-1715 . , ,I , OIM -­ I - I M) .1-1.1 WO-7HII, Mi 04-XVIP-on, (�� ZALk=QUI-!C (!�) BUILO-OUT MEN BACK g & 4�?O WASHERED WINGNU -- ]-I- , - , .m'2 OF`I�a BRACYLAH= (ZAMAC 3 ALLOY) 4,i P - n, - "'. f.,lxm 4:=:� � 0 1 1 1 i lam""'41­.''i I -­­­­­ .--------. . ­ - - - . .... .. - - INSTALLATIQN DETAILS FOR 5fELEIES 2009 & 1000 E-Z HAN9 STORM PANELL JNTQ EXISTING W-QOD STRUCTURES I I I/,'. LAP SCREW. a 6* O'C vl� - I - I - 7t7� 1-: I 112- *I,,, THRlAGm PSNETRAlYNY . � I � ��-7ft- - - - I v T�) WI�, �*,H' *000 � -_ - ,� I/1'. LAI SCRCW5 Is 8' OC W( -1 ­­- I 1'. - �. rx,s� ,Wlav HiOcIrs � �- - I - , , � HEADED 850I.PNO I/-'- �AG s"FIEws, a 6' oX *11 7 1 1/2' TIPPEADW �­:� - � --- � N, PERE, LION --T --- I! rLo UP ON EDGE I ,/7' W� rNALAGED -DIETRATION , -T, " LEADER I - . r - I 'It, , - 0: , No IWO, 1, ,, � JIL� I 1 , ' �,� ---- <4') �-,L 1­1- SI'LL. I � " , - . , I - -TO EXISTRO KIM I � -�f-/f , 'i -� t I i -- * EA on ore I I , "i ,� , A..-ZoTI/W Is � i i "'I'Ar L I � � , -1, ­ ,,, I , �-v 77"" % � " �� �,� a I,4 11 1 1 , f,2/8­"/3r PING I �-I, 0�.I, 5m,s �, � ) ': , I I" , " '& , ii i ­�i) FA - , I 0 I /� # END ,",I 0 I . I , T 11 'I I I , �� . �; "I I , �T"fd .-. LAG s"FEAS a ,- oc, IT,, ­,-- , , . i . I Ims I, -.I' SA. r . T, T " � - , � �, __,j i - I , �� �l , � � I I- I 1/2' ­ 1.FLEADED Fill `­­ a So, Lov oF Q) ­ - 1�j I I � I !"it -- 7 I � �­ ! & i��!� ;Il!,1.//"T�1.M,,,,- j T"t�z � . 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CIO �/ '* W !S ��, - 11 ";, TO �­AS& I ,/,--.-w/,- 6 - � T 1-1 2 IL/,6" ­ 7/6-1;1,;- -- �/ - - - SEPARATIOLI - .NC IT . j 1 -. 1 i ,� 1� L/ PRY / - ---r- , 1 1 TO CLASS rls� OVERLAP 1 m,zy wmv i §9 I, � � I I - - � i e - I - ! , - 11 : �v : i , ] --A- - - . g i", . 9 i i - - -1 - I -- I 8 I :J . I - . I �, I i , � if I � I -� � 1 i I 1 gsbe, � 1� -- t! - - .1 I . , "' I - i I - I - ,,� � � i � L 11 � . I f I C R I � i � S! � �, -1 I "' :, 1 I " - V. , I - � � I 11 = ­1­1.,-L A III el , 1 �41 1 1 - I 1 I , � !- I , I I � �, , , t et � 03- ir 1 I �- [- I I- � - NC K,, I � 2 � � i/,-,-,;z�!;�- II 4 t 11 I I t "I s Of . - � IiI, I ,- I 1 � I . . - I :i i - c --N % I I � I - - 6 17' I), I �i - L 1� �, � �Ii I � ­- I - �- I - --- I -.q- I 1 i -, I I I ----, � 1 - (2'-I' ­) \ -1 �.� � - � 21 - - -- 1. I I . ,� I - - - - *' (-�-, I , " 4 I 1 2 A I - - I I - 8 � " , IL�411P , I "I " , I - -I I ��,­V.3,4, z t \ .1 - . .11:� I � z- �, gzmft� � M - , ,A-1 - . 's, " , W � ­ -- 1 I I. BE off) ,, I ; I- � - --r--- -CwTA.-f" 12 Ijr 114 - I I 1, M .16, V �1/1�-.,!'=Z'�- I � ,,I I : I I � � I �/!/��"-2-It'ICI�wrt,�.o��WT,oN 6 I-ALF, NX..- i I � - TE REQUIRED " . : RDUO � �;'t�#,,3/4 ­ JT� - , �' �" � , � ZMARX �% ' , mwolm OIL PiAlz 1. SERIES =00 11. I , � _ , �,, ', . ,� L I " � & .�. 2w 1 WS W/ 7/a,t-3/32' . -40- - � �1" -111 110111AITI I ,�'. I I 0 THUM W`�VE FIm FLAT CA Q. mot M/1"EW N 'A CEOW� ' � I t v.m , or o/. 6 m. ft,axRoK. 'o, . I r I i � 1, H r YlO U 9 I I � 1- I IQOO , , . � , IS rL &PRIal `::­ 0 �,I,. 'Ap, scitm 0 - C-c A! � I ,!,*# LPA ltftms D f, o­ #/ .2-1, 'L�-"J& - ­ 1 1/2, ­ THK - - I Nj�.�-- I 1. Is /&,O,�H o"LOLOW FtRf`N`LT'L`-� �14. 11 , W/ OF ILAIE =W"',DU , ALTERNATIVE 2"W FLOOLPLER FLAT ON " VWF SCALE 1/4'.!' � I .., 2'.. ' sOOD", FlA' ON ON E]Da . PLAIE REQUIRED - I 11 ALTERNATIVE - 1 "W -, � - - BUILD -OUT MQUNTING SCALE 1/---1 I MMLLAILM tfa . - - . � ELM TO QEIUNra MOUNTING bLQnB. I -- I I NZIALWION ALTIERNATIME 4"W 'r I-ETAL'$ANIGNS ARE ONLY VALID FOR SUILOYNCS WIN IrsD DESIG" LOADS - ,��" ... IORNIONN, � SCALE 1/.,.Il " ` UP TO r"G, -?5,3 p%t AND PANEIS LEN6N, VP TO V-TO' S , - 0 ; i.-,4I2*1r ot, �� [ �� a D , Illwff " � , - 2 r I'" WOOD FRAME CONSTRUCTION WOW MEMBERS VO RE SOUfFHfAf, i # - - ­ - ­ - � 11� 1 ,­K.,,/�41,, WALE 1�4 .1 ,OR 100 1'7-�-T .E Nc. 2, W/ SPECIFIC DENSITY OF C'S, Cook , _ � A . - .� , - U .!,� ,�'s Re I -1 I ,�* . v\ I § .- -- 1. FLORIDA BUILDING CODE (High Vef.c . G) - I - T it`u , !!X Hut cane Zoo, am , 5;11� a ; NO. 4 . -- = .1 , ro)�-:, .. = 110N, �,Ec% `,K: = * : 20 GAGE GALVANIZED STEEL STORM PANEL SEE SPEC Sa -.K.=-,rTFU=pi aNq-A,­.,nq.,,;AmD o = I WELL A, I -wl -IcAasy - . : * -2 i �­IP I 1000 RfDoWFO - -- - = 1�3;L ' OR zm ms .15TALLA1,01 IINE 01 EST I S- I PIT/n/7- � _,�,. ,TA OF,, =----- - - - GLOBAL PROTECTION PRODUCTS, LM �M 1� . \ r . I.e--:: ��- 1 -7- c - WQ�,"""*,-, , /7,� ---- 41 111LIECT. " ,MKD ­ �, IO m ALUMME I r� - -�, -Tae-HEMER 18 1. I I L-�� -I" 1-11 oLVK, rL7 -1, 111' k1-11 Wl­� -1--.1 - - ­ -I- NKAY" 1�)&W-I,Hb. , 0b.)INK-Mi 20-176 ; DIN 91- COMEIRw IN � 902=N & AN.j� o mj OW* ­­ - ,- 11 LIIR III—. I'll I I - avoN. SGALC' �/4- 1­111 �, , �ING . " " GA-V=?I� -I NONE - Sol" Own nal 5.0,014 fr10 "AmT, A F sm,mr-OvivINnt, -hrm A T44A I',- 11 , �-- � I ;W. -.1 Is I kiparm3mi-I.14LIAIRT;.,)."�lll;. 'I.. �,1001AL.IZ111:1.120T � - . MAXIMUM PANIEL LENGTH . L+` OR %-" (ft) 0 -- MXXIMIUM-A,5-0� C061CRETE & WOW DESIGN PRESSURE INS - RkTlw 7AL'ARONP t (P"�?) I. - -� U+ 1U­ -L - �-e­ ­2�0- --!� -2�1--v� - ----16-0-- 3,10 --LZ--O--- 7 7*-&, -L1-*-5 ,O,�-, ­3i -0- -707-- -1(r --;-07--0- - "�Wv­ -W-7- ---i--.- I -- - ----- :!��­­ Sao ­­­�-­­­­B�­ 0 50.0 - --.------, - -1- . ­ ... �, ­- ,,­� ­­­­ -T, ­-- " ­ a._J_ . ­- --- - !.-,. �:S; . ----!�­, 8,-4, 6'­1 -, -�­F- _ ---- .. , 7,-:;; - i_-C� - ­45.10 - W� ------ I—_ ;;i-,- 0 ---T-;;-- - --i;- -IQ. .--- =�­T­� - - 6�7 �o !!L--- , . � -0 ­ � tt�s .1 -------- I -- -­--!H0­­ -- ---�n-,�­--- 100-0-­ ­ . .--- - ­� �- 1 _K­ -±'--�!i- ­ 6'-2* --­­ -­!�iL - 1-1 7- - ­±�-�L­ 6-3 ­L- 5 . ­-LI-6.0 -- 110-0 - 5'- t" - - ,�+O - ,.- - - - .v:;7 - -- ;; . 9k4' --- - I A - DJa-WMa-TR&qKL-aL-(4-j,� Q& D. M.. 0, 0, MAXIMUM PANEL LENGTH - @), @.rCl "L+" OR "L-" Qf�) 0 MAXIMUM A&D. - CONCRETE & WOOD DESIGN PRESSURE KATING INSTAUADONS t (P,04 f+ ., -) -L- -- ----- --�+ --L4L--*' -Lj�--W­ -----�V­ 25.0 12�10' 1,�r ­ - 11�6- - ,0�7- ­-:La�0-- M.0 10'-ID' -­i7-;- 46.0 11-4. 9*-2' ----Zo­­­- ­ . --a:--;��- ---,-- ­­­.�,-1 id�­ "I ' -- i- - '-"i:'- -2- ­­- 1.1­1­11.��­­- -­jl�­- _ , -so'cl-,­ , 7 _4r - -;:- ---- WO------- - ­ - Wo ---- - ---- I.-ff. I— - - F- ;; ­---W�-- J'-S' E.- 'S.0 - , --j�- - 7- __il:_ 0-4 - 80-0 7-1- 6,­,* --- 950­­ -­-7-3f- 7-0;-.- - ­­ ­- --L­��- ----?�-a­--±L-!:-- 50 -7- - .1'-10- -­ _L­ 7006 ----B, -�-- r­ -7- T- -- ­1-6. 6, J, - - :f-A-- S, � - -­--2-50 ---- 110.0 - ­. 1- ­11 I,5.0 ­.- - I --- ,�fa. - I - -- I #,-a- - - MINIMUM SEPARATION 10 CLASS SCHEDULE MAXIMUM PANEL LENGTH (IT) -- WIND SPEED � 170 ­pN ---- -,- �NFKST, RMTRANNED .-- WHO SPEED > 170 IrLp'P - UNFIESTIL" 01 RESTRAINED , 30 OR LESS 1. " 6* I 6 1/4- . >33 TO 90 IT I. 7 '/2- 7 1/2- �SD TO 145 I 1. 1. -� I . I 7 1/2- 11 7 112- - -, 1 7 112" 1 UIWIUIIU PANF1 I F71Mf1T14 (InI rt)R A QIVFN 1,111UNTING CtINnITION - TOP BOTTOM DIREC I 1� , MOUNT i HEADER I 7 1,$on 5 , " I "' R,UO I NfAOEIR � ANGLE I i ---- - ItILACK 'F' - I To -CUT ARGUE .r TRICK cW/11DE . - 1 DIRECT MOW 31 -- 1 - 1 " 3"* 3� 'i 55" W* 50' - ---- 4 I.S'XI.S' STWO --� - ­j 35- 1 32* ­2 322' 351 - ---;-2:- M. � �- - 3 *F" IRA" 55" 1 32- . 1 32 1 42� ­� 67- _ '. 1 sc� I @ SUILD-Ooff � TRACK ANGLE V-§% LOSUP'S , Sol I 32" � Ii2' i 38, . i Go" 1. I SE" I - 1 . ��. ILI 54K 202WL�S-�-111 --- 2' 12" 1 38' � "7.. F L� 3' MAX I_ _ __ ____ANCHORS (SEE SCHEDULE ON - I* MIN - � -- SHEETS 9, 10 &11) --­ ---- - ­ ­- - --- - -:: F-T i I �1--1--1­--f-I­f­ I I I '' F - , V­­­ --I I I �� � I i : - ; I � A I I ; UNBOLTED P.I4 i (ser smmm, 1 1 � APPLICABLE) i 1"'!­ I J[ t I D.M.� (�)- (�)-_ I @.,@ ------- ­ o.11/4, 3/4. 4/5, 5/5 & 6/5 W/6. 2W/6, 3W/7 & 4W/7 - - - � I— ­ - ___3* MAX_ --­T-i7-F- -1 - 7 -I- -I- I -It ----- r- I L I -1 r- ---r I " I I I i I I 1 1 I I i � I I I 6 g :� -, �� I ­L - i t, - � ---I- L,I � �, �!.L - - ­- - -, I y � I I , , - I i - � - --r , � I i � I I , i i M I � . V. � ; I - 4 - 1 _,I I - i - � 1- - - - I �, !1GET0 PANELS W/ V"-20xl� f S$, WS, BOLL W/ @ 0 CAL � I �-­ �ARL, , (SEE SECTIONS AS APPILI, I ! I i 'I I I , 7 I 1, I I i � I . �,-�L - 1��-i � � 0 Ir ­1 t -1--;-i - !,�I--:- -N--1,I' ! -1 --W,- TO! -iio�l I I I , i ; , .1 40! - 0 i t too, , . � . - -- - - -- -- --- ­�� - ­ - 3' MAX - -� � . I' MIN. -I 1/4, 3/4, 4/5, 5-/5 & 15/5 � MIN. 1 1-0,2/4 : L*IWIS, 2W/6, 3W/7 & 4W/7 ­ ­ --- ---ANCHORS (SEE SCADDULt ON SHEETS g, 10 wl)­ ­­ - REGULAR $10M FANEL 1) ELEVATION I 2-607* N.T.S� /4' M. GAP !-- tWt OVERAP_-I - ViHOLE VAUM I I I im -, ­ Ij 1 1) SEfjj0N A -A N.T,S, Norm. (I) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A MVEN POSEPW 4S,O, DESIGN LOAD. L­ WX ALLOWABLE PANEL LENGTH FOR A GIVEN NEIIA ASID. DESIGN LOAD. U) PROCEDURE TO DETERMINE MAXIMUM PANEL UENG"t GIVEN A POSITIVE 0,SD. OU" LEAD, DETERMINE VAXWUM PANEL LENGTH 'L** FROM SCH GIVEN A NEGAINIE ASO DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L-* FROM SC� FINAL MAXIMUM ALLOWABLE PANEEL LDMH IS EQUAL TO THE MINNUM DETMINED PANEL L "Er"m 'L.* AND 'L-* (a) SEE SCHEMILUE BELOW FOR MIN PANEL LENGTH FOR POROSITY OLMAJIFICATION - � INSTALLATIONS INTO W= ARE UMM TO i 95 p.s.1 MAX. &So, DESIGN PRESSURE RATI�l 11 - ASEV414WEI 6, 10 & 't MR MAT AS'C' DESIGN LOADS ,% MAY. PANEL LENGTHS FOR , ` ' "m r&mo'm *� 7,444167 �. * IS I ` � : * : m _ ] ' = -�� '-. I, TE OF 1��� - � IIIILIECO,..� , _:z�_ -- _ 1 24 GAGE GALVANIZED STEEL STORM PANEL F., 1 DRANK, BY: .ORAL PROTECTION PRODUCTS, LLC. 07/n/2'al) Q,m LsOl, !,W. 51 Snm],, 20-175 -- I DIM EL. 3331. PHOW GP.Xsm-l�. FAIL DKHKRNF­WNU . [ - I - 1­1 -,- 4,-. I I - I"' M ±±-----7:Zd:-- -- - - ' I \ en �!--11 ­ --------­- C"%m [ GENER& NOTE m . ���&��SAFM � ,I) I =1 M�-XSLXQ-ff"-A�L-5Ft,,;;Lt=,'F--'All-f,-�-Zt�5-kft 1 ' PRODUS" EVALVARON DOCUMENT CP E 0.) HAS BEEN VERIFIED FOR CIDWIPLI-m-E M ACCORDANCE - 1/4-0 7APCON ANCHORS, AS MANUFACTURED BY t I W BUILDEA. INE: C" / N TH' WON THE 220ZIG (7t., EDITION) 01 T41 FLORIDA 8VILGING CODE IHIS SPIRO PANE1 SHALL NOT BE INSTAIJLED AT HIGH J-4-10 PANIOMATE FEMALE 0 AND FIANELMATE PLUS ANCHORS. AS MANUFACTURED By ELCQ CONSTRUCTION SPRED l,o t % I ­ VELOCITY HU"WANE ZONES (MIAMT-DACIE / BROWARD COUNTIES), - 1�4'o LAG SCREWS PER NJIS� q= DMIGN WIND LOADS SHALL BE DETERMINED AS PER SCC71ON 1609 OF THE ABOIIE MENTIONED CODE. FOR A BASIC WIND - 7/16'f , 5/8' WOOD RUSHING. AS DISTRIBUTED BY ALL POINT SL;kFW. SOLI & 'SPECIALTY CQ t. SPEED AS REOUIRED BY INE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, Am FOR A 11,REC11ONAL"ry FACTOR 0, KD=(T55, UVALOI ASCE 7-76 AND SHALL NO EXCM) THE MAXIMUM (XS 0.1 VESION PRESSURE RATINGS '"KA-I-D ON SHILETS C Ij MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHOR5 SHALL BE 1 1/2* -No 2' TOR ELC( PAN6JE TULIP .� 3. 9 THPN 12 & 17, Is AND PANELMALE FEMALE iD 5), -, IN ORDER TO VERIFY THE ABOVE CONCHION, ULTIMATE DESIGN WIND LOADS DOMIRMINED PER ASCIE 7-16 SA91 OF. Ow REDUCED To Alsx, DESIGN PRESSURE RATING BY MULTIPLYING TNf.M BY 0,6 iN OMER TO COMPARE INFSE #,/ MAX (A.SDj C-2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2* No THREAGO-1 Z . DESIGN PRIESSURE RATINGS WICAM ON SHEETS 3, 9 THRU 12 & 17. Is PCNEIRATION INTO STUCCO SHALA. RE CONSIDERED AS PART OF THE REOLIRED TWREAVED PENETW­ IN ORDER TO VERIFY T14AT ANOTTORS ON THIS F`E,D AS TESTED WERE NOT OVER STRESSED, A JL3% INCREASE IN 0ILIDWABLE STRESS FOR WIND LOADS WAS NiEl USED IN THEIR ANALYSIS FASTENERS SPACING To WOOD HAS BEEN DETERMINED IN C 3) MiNIM04 ME DISTANCE OF LAG SCRCWS INTO WOOD Sll� BE AS INDICATED IN THIS ORNOANG ACCORDANCE *11" IlTL1, 11111 STORM PANEL% ADEQUATE ron ALPAc, AND WIND nmSTANCE HAS BEEN VERTIED IN ACCORDANCE WITH SECTION IWIT1,2 Of CA) MINIMUM PENIETRAPON OF WOOD RUSHING SHALL BE 5/8- T,14- 0-20 SIRM USED SIWII BE 1 1/2' tONC MINIMUM ;1 THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS JoBi4 OI-01 AND #0219.02-M, ASS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO , I PER SETO , 2-0 & ASYM C 330-02 SMUCAROS, AND KMEMAN TESTING LAS SOUT44 FLORIDA REPORT 91 23,01-tO AS PER ( C5 VAS-2-101 ANO TAS-203 PROTOCOLS, ANIS AS PeN CALCULATIONS PERFORMED IN ACEORDANCE W/ SEUCIN 1604 OF THIC 1 14 CASE THAI PRECAST STONE. OR PFHS�,AST CONCRETE PANELS, STUCCO OR WOOD BOARDS RE POUND QN THE EX127ING fl SPICA PUE1004C LOVE WALL, ANCHORS SHALL BE LONG ENOUGH TO REAC14 THE MAIN STRUCTURE BEHIND SUCH PANELS ANDHORAGE SWU BE AS MENTIONED IN C 1), C 2) & CA,j , � 2 All, ALUMINUM EKTRUSIONS IC BE 106,5-TO ALLOY ANI) IEMPER (UNLESS OTHERWISF NOTD) SEC SHOFT 7 I01 ANCHORS SILAL, BE INSTALLED FOLLOWING ALL OF THE REPOMWNUATiONS AND 5PELIFICATION5 fiF THE ANCHOR'S MANoTACTLIROY, :�" 3, ALI ALUMINUM SHEET METAL USEr Al CLOSURES SHALL HAYC 3U5-HI4 ALLOY 6 PAND�G MAY ALSO BE INSTALLED HORIZONTA11Y F%IOWNC INSTALLATION DETAIL,' SHOWN ON SECTION I THROUP-1 6 (SRFETS 4 � 7 4 ALL STEEL SHEET, METAL PANELS SHALL HAVE SYR-UCIURAI, QUALITY STEEL ASIM A-R53 GRADE 80 MINIMUM, S-1K) GALVANIZED 1,10OUCH !I) CXCFP- THAT HEADERS Q & (� SHALL NOT BE USED STEEL DESIGNATION WIT— 922 kv (AFTER Rol -LED), 9 7 SHALL BE THE Rr'3PONSJD;1J,rY OF THE CONTRACTOR 713 VERIFY THE SOUNDKESS ,at THE TN.UCTURE WHERE SHUTTER $5 TO RE 5 All SCREWS TO or STAINLESS STEEL 30" OR lis AISI SMES OR COIGLW�N RESISTANT COATED CARBON STEEL AS PER VIN At -,,ACHED -,V INSViW PROPEP ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME ".-ISN"S � 1 50019 W1 50 "I V)01, STRENGTH AND 90 ", TENSIL-r STRENGTH ANo SHALL COMPLY W/ FLORIDA BUITUING CODE SECIKIN 2111 3-1.4 IO EAC4, REGULAP STORM PANE� WITH LiNCINS OVER 90'. As PER SEITIONS I. 2, -, 5, 6 AND ALUTONATNES IW, 3W & 4W ON i SHEV5 4. 5. 6 & 7 RE.SFECTAFFLY; SHALL 14AVE A LICIBLE AND READILY VISLEILE MARNaNr INSTROC71W OWNER 04 TENANT TO I 5 SOLF5 ­4 BE ASTM A-307 GALVANIZED SLEP� OR A111 N11 SERIES 5-,A"-a,S STEEL. WITH 36 L. MINIMUM FOC, STRIN�TH SECURE PANELS WNH APPLKARLE PONFORCEMENT DURING PERIMS OF HURRICANE WARNING 7 ANCHORS IQ WALL SK41 HE AS FOLLOWS I t THE R;$TAUAtIC" CONT)FACTOR, IS fo SFAL/GAUL9 ALI $14UTrCR CVMPONrPIT EWLS WHICH FIE"�N 014 CXINTINUOUS CONTACT WITH I O,ff- BUILDING TO PREVENT WIND/RAJA, INTRUSION JAt jp_fA§Mr.,KV= r _.Qf�Lrfl "I - IfA'O F*1oQN ANCHOR$ AS NULNI)FACTVRED BY I I,* BUILOEX. IIN,'- IML, I',:-,V9? p ..1) 12 STORM PAN61INSIALLATfUN SHALL COMPLY 'MY. $PECS INDWAtEl) IN THIS ORNWING PLUS ANY 81AWI91 AND ZONING RECULAVONS i4E - 0 x ?JS� CALK -IN ANCHOR% AS MANuFACIURED W, "At' %� JURISDICTION WHIM PERMIT IS APPLIED TQ, :,14� - /I� 0 I, 3/4' SOUT-SGT ANCHORS, AS DIS ",81IFFE, BY All POINT SCREW, BoLl & SPECKEY CO T ERC AND DOES NOT PROVIDE 04'rRMATICIF, I3 (a) THIS PRODUCT EVALUA71ON DOCUMEN, (P,EE).) PREPARIES BY THIS ENG;NEER IS GENE I, I_ - MI. , '1000 p. S. I ) - 1­10 FANtLWATE FEMME 10 4: PANELMATE PLVS ANCHORS, AS MAALIFACRTRCD BY FLCO ,ONSTRUCTION PRODUCTS FOR A SITE S-ErlELC PROJrCT. , . WERE THE SITE CONDITIONS DEVIATE FROM ONE P E 0 - 1/4-0 ZAIMAC UAILIN NNCNCIRS� AS MANUFACLURED SIT DSWALT. tRC (b) CONTWTOR 10 FS RESPONSLIkE FOR THE SELECTION. PURCHASE AND INSTALLATION W-LUDING LIFE SWETY OF THIS PRODUCT I I BASED (� T.,s P ED PROVIDED KE/S.E DDESS NOT UF.4AT1 FROM THE CONWIONS DECIAILED ON TRS DOCUMENT I A � MINIMUM EMBEDMENT OF TAPCDN AMNIDPIS INTO POURED, CONCRETE SHAI-1 REE 1 3/4-. 2' FOR ELCO PANELMATE AND NNSTRUCRON SAPETY AT SITE oi TOE CONIRA�TQR'5 RESPONSIBILITY I I �/4- TO- XAMVC NIMUN ANCHORS �c) THIS PROOLIC-2 EVALUATION 3,e�OUMEHO WILL BE CON�,PERCD WVAUO IF MI Ik2� rAUK-IN & SOLIO-SET ANCHORS SHALL BE EMBEDDED 7/8" INVO THE POURED UONCRETE P40 EMBEDMENT IN70 STUCCO SHALL, BE PERMIM.D. i/4' 0-20 SCREW$ USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXISI (d) STTE SPEClIFIC PROJECTS 51-ALL RE. PREPARED Ere A FLORIDA REGISTERED ENDIMEER PP. ARCLOTEC7 WHIC� HILL BECOME T49 i AND 1' VINATIM FOR WALCi WUU %IQ V,OUCCO, AND MAY Of HCADSO SORFN�, OR ALL THRIELDID) SQREWS AID �;EAO, MINCER OF RECORD (E O.R,� FOR THE PROJECT AND WHO WAJL RE RESPONSKILE FOR THE OUT WRI" WINC NOT, PROPER USE OF NE P E 1) ENCIlIEFIT OF RECORD, 4' ,TING AS A DELCOATED ENGINEER to likt I PE 0 ENGINEER, SiNkL'. -'SUEPAT to `W15 LATTER THE SITE SPECIFIC DRAWINGS For? REVIEW A,3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD 00ARD5 RE FOUND ON THE EXISTINC WALL 09 FLOOR. ANCHORS STN� St LONG ENOUGH TO WACH M, MAIN STRUCTURE BEHIND SUCH PANELS �t) THIS PE.0 SNALJ. BEAR THE DATE AND ORIGINAL SEA,- AMD SIENATLIFLE OF THE PRI-1qPEJOuk ANCAOPAGE SRAL� BE AS UENTIONEV IN 41) AND IN X2) ENGINEER OF RECORD THAT PREPARED fT (B) I'��-tmnK-Wj�-RJY--t�ILOCI�-W-JIL.-ASIL-i�-0 14� SHUTTER MANUFACrUSER'S UNBEL. SHALL BE LOCATED ON A REAPLY V154BLE LOCATION AT STORM - 1/4- * TAPCON ANCHORS AS MAN-ffAE-TUPED OY I 7 W BUILIXFY. MC, PANVI '4fJITER IN ACCORDANCE WITH SECTION 17099�2 OF FLORIDA BUILDING CODE ONE LABF� ,j4, 0 , 71�- CALK -IN ANCHORS, AS MANUFACTUREC BY DEWALL INC STtALI BE PLACED FOR EVIEFY OPIONNO LABELING IO COMPLf WITH ,SECTION 1709 9.3 O" THE - FLORIDA ISUILDMIC, CODE. - t/4-0 X 4/4 SM)O-SE1 ANCOORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO - 014� to PANELMAIT rEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACIIJITED BY ELCG CONSTRUCTION PROpowtURIN1111'A - - ,/4' 0 ZAMAjC "UN ANCHORL& AS MANUFACTURED 81 OEWALL INC 1�0 A, ��Ie ­ / ­­. . , , B.-) MmMuM EMBEDMENT OF tAPCON ANCNORS, FUC0 PANELMATE,S AND ZkW �MLON ANCHOR, LNIO I.Hr �" F , 1� . ,I,,kGE FLORIDA BUILDING CODE (Non High Velocity Nor tons Zone) . " BLOC$ VN3 SHALL BE I 1/4� �� , - -- -- I ­ .- - , � ­ ..'OOD - I � �/ff' THc if,,W,44 67 - z 24 GAGE GALVANIZED STEEL STORM PANEL 9.2) CALK -IN * EvGUO - SET ANCHORS SKML ST' FUSEDOED VM CONCRETE, BLOCK UNII. ,NO 'A"IN'". STUCC SHALL BE PERMITTED 1/4' 9-20 SCREWS USED SHALL BE t t/2* LONG MINIMUM S-O�LDD , 0 EX;SJ. * <-,Lhi�--­--- I �, G - AND I .�? MINIMUM FOR WALLS WIRT NO 3TUCCII � STA � � LORAL PR ECTION PRODUCTS, LLC. "" - 73�% It F - -'I - , I tpgc ­ !G ­ , - I IL ECO - ­ , , � __z RuN, OWK4 . .ft� E, 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STIUCC-D OR WOOD BOARDS A, , FEATWIL s E_.a �­ " to - "Ll ­ � _", - ­ - .., - - � FL MI' ,QLIAWR*E� ZORi . -ZORi . � --=M�-­ ,.� / A, ., � . . . . - - (-PPM-r,0` -I I-­1 20-�j 75J E�XISTTNC WALL, ANCHORS SHALL RE LONG ENOUGH TO REA�C� IHE VAIN STRUCTURE REHM -SUCH I - I--.,- I - " '9� _ MCHORAISE SHALL BE AS MENTIONED N 11)) AND IN 8 2) , ��F;I�v; � ... - -- ----.-r .. - ­�11. -.1 - I - I I - "AIVN,;;N'L­+j,%Y1­ , E sEAL/=.1-/-E � --m- -� I , I. ; � ,, , , , ��,I�- -H 1!�-�� _i ----------- I I ----- I INSTALLATION --- DETAILS ---------.------ EOR REGULAR MIELd) I INT 0 PQURED CONCRETE OR Q0 ,REJE BLOCK QNC 5TRUCIURES POURED CON FISTS -rX1S""G GOING IF --pqsnw� I OR RETF BLOCK CORLD OR r BL. 0C. 'CRIC= . "j,;. .L i CONCRETE ANCHORS - �, ` ptovnr� ,/ ,�/ e, - I � - CONCRETE ANCHORS - " REOLPREI I I a, ',� I I (SEE SCHEDULE ON ,­�­ I SHM �N,,' is 9 THROUGH '01 , , --- C2) -` 11 ,, �', I" (SEE SCHEDULE ON ��',',�, . � � :, "; ,; ,:! " SHEETS 9 THROUGH To) 11, -, I ` FASTING POURED CONCRETE OR �%, " , - �4 A I --I ,,�,, 1111, - ­ ­ I -- , , �, � ��2) - 4 , CONCRETE mqx 1/11.40,11 REQUIRED - WOO amn 0� , S/2* i ,i/4. � "�,�, 1� , `rll,�' 1/2* r 11/4' I - Is . I/'- Ilt, .,e � , I 11-1/1 , "' I -- - - 1- x,� v ,,,, -,,` 1 - , � !�­ - - -- .1 - I ! ! ­ , "I � 1111- : X : �� '�::� �:T ,", � �� � , , .MAX1 - I � I I ,'4 , , , CONCRETE ANCHORS � - - - I I -,� - -T- ­ I (SEE SrKEYAE ON . � SHEETS 0 THROUGH ,Q) �� i ,. ,:�p 9 : I �T ,., I ,�, ,r,-. ­ � , '.'.� , , ! ( , , �` " ; - 1, . I , Ir �� ! I I ­ I I I I E� �a - � - �, -� - "' ��,.� ,,,,,-�: � ,� -, �,�,­�,��­�-J'-�- �. ,,, .-- , LMLL�'. i I ­� � �� . '11'. �, �, 11 ­ � 11 1 14 , - . T "T I I - -- = , � I , I ! , ci) ­ - I. L - C1 ILI ! " I : 1 ), C I i ; i �,��,'� 11,- I it , I � ; ­ . I— L­ - ­-, I YL ­ - z; f- - 1 SEP,r - - --��,, I r ­ I , �j� ... i - - - Vli'i*-E� "i -­,,­ R - ­�w It 441. SEPARATION I � ­... - ­­� 1/.*­�I, - - 11111.=111 'I � - � ,`�` ., , .. I LID ­,��.,� � 2 "r : 11 ", 'x , , I - -... Ho ,x I 11�- 1*1 I � UI1VNVF, 14) - ro GLASS A � WN,F- ') --' -61 L� 'All" ­': I ". � - " � I EXIST046 MEE SCHEDULE. -4 'ON SHEET 3) - I I `L' M.. � I , iLi� it SEE SCHEr , , ON SHM 3 ( � i . I � �"-��' 1 1 I , CLASS ,I PANEL LENGTH U (SEE SCHED LE 4 " , ,Z,. ; 'L, M - ,,,, v m... -IQ I I, 1� ON SHEET 3) 11 0 ft 1 I I I CLASS. I 0 PAWL ZE`NGTN (PANEL LENGTH -1 (SEE SCHEDULE i I SEE SCHEDULE CONCRETE ANCHORS - � � (ME SCHE i DU LE ON - - . � I I , -1�i ff I t (SEE SCHEDULE f ON SI ) LET3 I 4 ON SHEET 3) ON, SHM 3) 'k SHEETS 9 I ROUGH I -A, I 1 1 - -�T', It ; [ - __ - - -1 I ­ _ I - I I . - ,� ­ , " ,� I - �­ ­1 ­ 5= I OF V Ey.l-.TWG -.-H GLASS H �,�, I � I I I I - NO G� 41 I LPA - E �,; '. I I i � �', ­- r A� ­ I k ....... � 41 I MAX ��� 50% 1 , 'L7 - -�,', ! � i rr L I ' . 'r... I � � � �� I ", 11 . - - V2. �11.- , 11 I 11 I �, "`,��', OF MAX 1 i - - ­­ - ." , I _ UR_.7 - ­� _ I , I e , , ,,-,,, - -,,,��,�:, I'll � :::: 11 1 I I j I � I 1 i ,,,, � I 'I, � ,�',,2,��, 1 . . . . I I � I ­ - � I I I � �L 1 I � I I I i � I C.V - � i I -- CJX I � � � , -1� 112 "I , , . ",­1 , � 21, - 11 I I I - " :', , 4 1 , - 1 ,4 - " -',`,e -;, ! -05- .1 � . I I - . 11, -v--, , , ,- ��', - � , � .IT , �� I EXISTING POURED .,.- . - , CONCRETE OR I 12 1/2 - O.C, 1" 1 4 -, r � i , ,;�­, ,L T W� APPLICABLE), �� . I � -11 " 1. - I L - -1 A� ",. i od)- ­..'- - .. . ffw sucotx MK � OR - */ - CONCRETE BLOCK I I �a I REOUIRED� - � ; �� ! CONCRETE ANCAORS -, ,,, �,� ��,,, "Y' ! I - i (SEE SCHEDULE ON ,,, I I - -E L­­ VI';1N: O�C' �14 - ­ - -,-­ ,�It,l 1, 1. 1. "': � � - � ,::�� SHEETS 9 �WRXD 1�06 '.,� , �:,- --, , F'.." : ALTERNATE 1 - 1, mi, - ,, ;�� ;: , �, �� So �'i W/ 0 ONL' I I ' ' - - -- LED LOCATION 1 i I � , ', �11 :, ,,� (4) I & CALK -IN ANCHORS SE , EXISTING POURED CONCRETE ARE USED & ' �'a W,,, OR CONORFEE SI 7 ...... T : ' ""I_ C E CONCRIET_ �'-EXISIM: POURED CONCRETE COANCILLETE ANCHORS , PANELMATES A , ... ARE USED REOUIREO� ANCHORS OR C RETE BLOCK KIDUFREOL STAGGERED W/ $Too (SEE SCHEDULE ON I (SEE SCHEDULE ON Stit I SYS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ONTING SECTION 1 11 I t ml--� = WALL MQUNTI SE CTION 3 ISCALE 3/8-l' SCALE ,A-,. SCALE 3/8-T' I I, HNN" rly ""Y" �: .." " �zi; ,�*, . - `% " 11 CEN, 4 FLORIDA BUILDING CODE (Non Wqh VelOcIty Nor I..na Zone)j - F-D. - EDGE DISTANCE N.= -:,:�n �N� m :�- �. I * , . . = *; = - � 1� '3,�% z 0. 44167 *' c- * ..' * 1 - --� ­ STATE OF-- ."�1----3----- ­ RUEM - 2A GAGE GALVANIZED STIEL STORM PANEL - - ' - / I I L I E C 0 It Is. \ GLOBAL PROTECTION PRODUCTS, LLC. 11. PAWN U, '��- (SEE SCHEDULE ON 9 & 10) T BOTTOM MOVNIINGS CAN BE ,OR & �� ��,-- 'I-,' .- , -- ­ � . .- Pul, S. 51 STREV TRUJI MANY DFPE� F­ =!. SHEETS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �� -,,,,,- ��Ri��.. , , , /��;�; , vo�­�': L)K ---...AeY­PN­N­ ­Psv ,�I`U`, I � � PIMI --- PHONE,+ (-)­�- - (-),-, - - - 20 -175 I Y, .� , - C== -.f - I - I-.1 - - DaMPRO . I ,N,',;,),%;v0WimAxTVRriimr I sm"m A Run J,. - "'. I ', '. UR, I 4il :: fn: k � I � � mm . . m ______ I ,__ -+� (1) (1) = Cl) C-13 (1) -I.., -0 > C­ L- L- -0 (1) CL C 0 a) CL 0 L- A = co -0 0- . ;, 'a) -+- (1) (1) %-,C7- -, 0 - U) -tf 0- ,.'Cfl) CC t..1 C-4 Q) -0 Q -0 _0 Cm -.-4 -0 6L%.. C3- (-- 0 -2 -= (1) % � (a S �:: 0 L- C 0 3�: � -%2 �= CC 0L - , !! C-4 �� C= , .2� 03 W = 0 U- - ;- %2. -Z =: LU 0 - ,+- CIO S! I- LIU 0 :> 0 . . � . ; w I � I, - .L,-- 51i W " S, � :� CC . - cr_ 3; - Cn a) 3; w S -1--i DL ca ew! 0 ,, . CU C:j .- r- CU -&-f - , :E u) zo w co� �� .1. = , .= �- -0 . - U) < 71 Cr - 'a =� -- -- - ----- = F=- CC 0 � 0 0- I 0 a! 4 z z W mi -- - - --­ ------ �--���----- -- - ­- ------. Ir----,------------------- INSTALLATION DETA-IU FQR REGQLAR PANELCI� I INSIALLAITION DETAIL$ FOR REGULA-R INTO POURED 9ONCRETE OR CONCRETE BLOCK STRUL I x -- - L- i -- - INJO WQQ.Q 5IRUCTURU 1-1 - ,L--,-L---" I I MIALLATION QETAILS FOR REGULAR PANEL L�Ll INTO WOOD 3-U-RES I -II - ­ - - - M�--­ ., - -- 1, I—- ­ I- - L j , � ' SEPAPATION . L� - . , - I cu - �­- .- -­ - I ­- , _ L --- , I I � -,. : L SGRi � .- i _ to S=WS. - - I . A RNATE CONCRETE " I I I _�FOOD AMC L ( 3MLE It � LEE � � � If :: � SEE . I ALTERNATE LEG - i . I 'L !I� ,0 111*� I .. ANCHORS LOCATION "I 1, (SEE SCHEDULE ON . S , ,/.�­, - ­ � � ON SHEET 3) - v 4*.B, LA') EXISTING WOOD I � - -- - -- -- LOCATION SHEETS 9 THROUGH 10) . - .1 , I - 1W. A - I' �­ �--- --- -­­ - EAM REQUIRED, STRUCTURAL - � ' . I I I I CONCRETE ANC8ORS TSEE SCHEDULE ON 1�1 SHEET 11) � F i IS, EXJSTING POURED CONCRETE I I 1� q, ac I EXISTING POURED CON E7. . - . Is B 4 (SEE SCHEDULE ON � , ,iL­ - -- '-.11. m - Fmm. . I I I DR OR CONCRETE BLOCK �, ­­L .,�---- - ­ I_— .- I ' I � I I (n -4--O SHEETS 9 IN OR CONCRETE BLOCK I : �, I t ADEQUACY OF EXISSFINIG WOOD ,' I -1 I I A�l � I L I � 11 n I ROUGH 10f, REOURIED. . - . I 1 3 1 ) t s BEAM TO RE CERTIFIED BY ,. - ­ ,� 1, 1 W3,11 L I L I j � - , -1 ,-u - -I4-- SO -1- . r 1, I � ��, I -­­ E-D. 0/1 REQUIRED, ., " I I!, , � F.-I I -- 1-1--­­ 11 I 11 - I + REGISTERED ENOINEER OR . 7��, �, . I . �1, - , ­. � . 1, , �-- I I �;� , � I - M- , I . .1 k� '? - EXI$LLM0 POURED � 'f."A".1,;1 ,­� ATE LEG r WAG. - - ON ��',�­",',� , , , 1 1W � � - WOOD ANCH , ! " - - 77- 4 F, L LENGTH I ' " � ­ :,� 4 1 " a) CXN RIN CONCRETE ANCHORS WOOD I Al�� - -- SCHE � (1) , , 11 I ED= ON ,,�,� EAD - I ; � L I (SEE SCHEDULE L �i� i (SEE ,ILE ON-­,'��;�O�',, REQUIRED -ER- �'- - OIIS - - � - -­ - � , , , I ARCHITECT PRIOR TO SHUTTER 11 , "I 5 I, I I . � � I � e CONCRETE . "'I"; . 4) I " CSEE SCHEDULE CIO . - 4 , j� " I—— ­­ I "I .... 1- I INSTALLATION. , -­�- L I ; - ; � � I . . ...... . - - - ­­ - ­ I WOW M#NORS_ �, , , .. .. �� � ", L , 0, = I ­ i , "m I I i I I L, I _ , � - - - .�, �C= . ON =`W, . - L I W',, I* .a W.21.0 I'm " : �,,,,5, *11-11, --I. , - ,:'�'j".,; � Iii I �j I �1 " 1/4' ,�Eol I [ `-, " ,` �� SHEET THROUGH 10#,�," I ­ ­ � �­��-­ - - ORS ALTERNATE 7 J, MI.- -- , I I SHEET I 1) Ep 7�� 7MEEGSMCR`CvD'ULE ON ISLE SCHISCOUE ON ". - a) - - � - , -- - r 05 MAX. ". �� R� I LL , 1 -7 to - ED -�, , --2.,. S. ­ ./ PUT a) - I� ­4= No, AU5 - I/e I - - -qn .1. =flm R - - . , S14EL 11) SHEET I 1) � �11 � - .- bilm TO, SO" am - - I I I I - SPACER � � , I � ­ - 1/2 I/. = , � 41"91 ­ I ULDIO, YET, ..0, OR - .. 0 I �-1 I : F � 12 or 11, . � ­ i $/4- r , I /� W ,�.� I -1 , � �,� .� I io� I I , ;� , - ­ -1 1, . � . , "'."', Il.`n.l, S., ­ W/ -1 --LIA1 � . I I f ,� I ­­ - COW , , I I ­ - 0 ,21,1-0 � e . I I I I � - -k � �- �, I LENGTH MAX, I . I � . . 12 yr .c - -- -..-LAq ` r I I L - I � I'l �.. � I N. DIM - - ,-��;-­� r - I �. f I WOOD HEADER , --I-- , I� 114, ; (SEE So , . I ,�, 1, I ' 1, - - . 1 1/2' " �, I . I I L MAX, WK I I -­ ­ -- --- - . MII L� I . - ' - - __ 1/�, ; i I,., --,- I _ - , - � . - I T -, I (i�- � , I I � . � - _ _ Ll-: �- Z � - - �� I RE I ;rr , I � L U) I ­ CRIME ANCHORS - -C A ­­- I - I 1 2' -11 - - - 2' ( ED � - � - I � I-OC-111-11� i I I I : , I L I REQUIRED I I I I ; v, I ; I � : ; ED � Exis" MA,Er,�R- �-J ­ jS -4-0 , 'j- .4 , I ( SHEETS 2 T-ROUGH ,O) - ­7 ---- - � - F G, - 1� ,�� , I I . I , � I � I � 1); I , 111`621ill- 1.�, , I . - ­L --- --- - I G=q-i 4 K�r- I ,- , I T I . � ' �"L I . � , -- 1 6 I/.* .0 �,­�z 'T" M... � ) I -+--a Ea 1 � -%. ,N- .. 11 4%­� : P L L � , L I ,_ - � i , . i t '! 'L . � . C8) ,� WOW ANCHORS I , . -W, �',, L 1/2- , . 1� � I - ON SCHEDULE �L, I I � I ) I OC, (SEE IAaLS #1 ON SHEET I 1 �) I . I -1 ��, SEE , . I � -0 I" VAX. LONG ALUM114UM SPACERS 0 12 SHEET 11) r I I = ICU I - I I i I (SEE SCHEDULE 0 - N -- " 1 , -1 � -`.�'--,�,-�-, I ( ANE LENGTH I -�� 1 , � -- r F-13. �,�:��' I -- L,Jht�j�� 1 :;-a ��'1'111 i I 'IN =9 -� I 1 J) - ' i . Milk I [ C ON S.EWET �,6 1 Nmr. I " � I I ;L � 511� NOTE - BELOW FOR LIVOIATIM FOR � � , , of�"; � -,;,��'.".`�-� Sr, � I I . I I , I � , �, L;�� ­ I % i; � 1 /2* LONG SUErVIES. I EPAPATiON TO " 1 �,- t! 14 L I , , 4 - I I ....­.11 11 F I CPASATION i _ 1 1 1 Mi.. 1 [( L iii -: UA� j > " " *1 I TO GLASS. tt -- PANEL LENGTH (, : i 0, � � t I � 1.': t, - ;- Fi � I � L - a ,VULAF� I I , ON SHEETS To I 'TEEL LENGTH �i I I 4 W - I ;,*,�� III to - CULE ' I � 11: ­1 I I I 1 I (SEE SCHEDULE LK _, .0 i (SEF, SCHt I WAUDULF � I SCHEDULE i ' " I I , .,;*'-�U' �, S" UL I S , -; ii I 1" mAx, -1 GLISS'S" * ; I ,,��.:.., - � I I I -10 [ '(c,�, . 10 (SEE =d 'L" MAX. I : il PAN � IS 61) , ��, L -, 9 ON SHEET 3) # I , I ,: I -PANE1 MATE FEMALE 0 OR FAKIR MATE - - / , - !2� 3 - I, ON SHEET 3) S ON SHEET 3) � I 11 � 4. am . It W.. SEPARATION TO CLASS I t 0 - Tt* .... I - FA Q~ I � , L � L 1i r iSF-, SCHEDULE ON SHEET 3) - : IZ-�'��""q ==111 ­r �,- _.= x ='va R4 , PACER a 11 , - A- -1 f ON SHEET 3) ON SHEET 3) L I I I Z. r t 1 ,/.�2.,- ! "L 1� I PLUS ISEE SC14EDULE ON GUEET ji) I -1 11 Is S C� L- v , O&P ' L I- SHEET 3,� 1. �,� ,; WRmA,Nm �I � I 1 7, �A _ I I DZE MI AMM I �, , P -L' MA L X RD) L (SEE SCHED 11 -- ­- - - -1 , � I - - , I I . �, . UOVIP OW, r-'r) , ANCI LEN 0 11, � I PANEL UNVH � k v- I R" "L* M­ 1� , , -n I V, I - I - ��V "'­0 I' MI.- i I I I I I JA I , It I =- O=T-n PANEL LENGTH 11 - , mg. a" 7 . ,I 3 t � -I I I "Ll MAX, I ­1 � �, I I WRIs'.41 I I � � ON SHEEI U V,� I I PUSE Eat EIMAIL , SEPARATION I I I . . on SCHED a I i SCHEDULE umm,� � 7-r) ­, TO GLASS- 1 4" WWI) -1. I -id - 1 - [ - , L , --I PAVEL LENGTH O- N S,Pz,.�,Q, : L W ! .1 -- - -] ON SHEET 3) GLASS I � CLASS PLATE REOURED, . I - ON S.- ') H I 'A I Exismi.Q-1 � I - I EXISTING" I EXISTING , �J 1 1 - - EIL;pq (SEE - I � - 'i, . 2" 1 (SEE SCHMLE --�, - ! ON SHESE 3) , . -, N, i I L ,(SEE SCLIECULE, - �- cl�', I r �7 't - -N�i 0- -1 TO GLASS, � i ­­ �. I , GLASS , , . � NT W/ SPACER f4t L It_ - - -I- --j = , I �� T I— ­vl� - ---- I ', - I SEE I t--- --------.-, ­- . -r- - - I � I ON SHUT 3) 1 DIRECT MQU I ­ 50% - ­ - I— ,,--- � /--, ­ ­ I - I I I - , I I . I 4 ! ­­, .... � � I IT - =",) 156% 1 1 E I * ­ U) I 'L j�:�­, Q-) OF *L U -.---I- -- A--- - _ ­ _ _ ' - -1 It , T� f- -,I ­ - I ALTER IYX 2W' ! - q) � -1 ­- ­ 11 [ �,�`11.;J,�,�, , I -- -- ­­ - I , 5ox ­ _ _ ,, ; I L"�::;,��"j �".,�, �; �, ", 1 [ q) I I < _ , ,__ 0 � MAX ­ : MAX -��77777 I I I �- , = I I - , SCALE ,3/1!.)- ; QT) OF *L* I - "­:,:�;"��:'�,­��Z,L' 1) - � I L - 11 5or I I 1�) 1. -� ,�`,� , � SPACER ; -5 = L ,- I,'- _ _ , 0 12 1/2. ox, SEE TABLE ON - I I F'OR MAX. PANEL LENGTHS AL or v MAX. (i) ,- I I 6, � ED ��-,,� , I "�,,� - - I Sax i ( � t­ ­ ., 11, f- 04 .tl SHW i � I I It -I/z' 0-C. , .L] '--'- L - L I ED ,,5�-,�,"'­,,,��, LENGTH OF 'L" It I OF It I I L, - I "'v : I VAX. A Lo DESIGN LOADS FOR THIS INSTALLATION, ' 1� 1 11­f5,1 MAX I - � 'a I I ,�,�,;�-�'?� " 11 I �, I � 0 0 Ty , ED �4 L I �"­" I I �, � h t - � 'f'',', : - I M". ­ I , � = ; I 11 f - O.C. I l, -- I .", ", - , 0 12 1/2 � It- " ­�,�� I I Irit--, - �i� 1 q -- " I ED , , 10 . I : � - - U . ­ -- 11 -11W-1 � I I -- ! ­- ­ I/1'.-2`SI =3 . - ­- L - ­- I ­­­­ I - ��, tsesy.-OI, = -0 *��rr. L L ­ , I - ---j ALLC`0tTD I Et; , . KEAO WLT, I I I " I 4t -- - - _-_:-_ : I L a 12 1/2- O.0 -X� I , -, ", I � L ji 1 1 " I 1 9- 4 F L : NO � i, , I ­J­ - CD � � '�,�.s,,',FIF=�F=* --L1 I I f­1 ,11 , I � , CONCRETE ANCNCRS- L' � I 1 I I I�� � 11 ; ,I -7- �� - CONCRETE 4m ,-7 _:: I , - :�7 - ­ --- ---------- IsH , I . I I CIO ED - ! - I- ­ I I � � STAGGERED W1 STUD I I- I --- L IT ------- - --- - I I '� I ­Il­��­:­�, -,� ,4' -- , 6 , , I � 1 I EXISTING POURED - ,. � � , I ­� ,� � :.. fSEE SCHEDULE ON .....I.? ­ C4, (SEE 1.11111,1LIE, ON - --) , , I I L i - - - I I -1 I- - ---i-�- - :_ L'� I - � , .1, - ­­ - LONG MAX. ALUMINUM !--- - - --mmalia ti I . � - , . , - L ��� --��' ­�": � ", - G) , �0: ROLLIGH '.) ­�t .,9 � I � ­ . , 'I'm ANCHORS I * * NQm i 11 . � �t,-�- : �� LL 11 -_", 1. L " -IEETR , ­ k�z NCRETE .� - , , I , ,,, EDGE OF WALL ON SLAB S - 9 IHROLIGN - � SHEETS 9 T. ,_ 1/8 I ­ --- - - - " : I f� REQUIRED .1 - -- SPACERS 0 6 !/A- G.C, VALID FOR - - , I SPI.ER IM MAT BE 1 1/2' LORD FP L 1: , . � :,�,�k (ALT. CONDITION) I �� 1 ---j , ! I (SEE S HEDULE ON � I L C W­---­�71­, 2'XS' WOOD .. .� -& CONCRETE BLOCK EM ING POURED CD14CRETE LENG74S PER SHEET 3- 'L L I I -� L II) � (') INSIALLAXON IS UMITIM TO A ONE SODW SWUMIM WITILI W-0, i � I ­ DECK REQUIRED I . I Rs " S, � I I 1� - - j� NEE SCHEDULE 0, 11 OR CONCRETE BLOCK 2 X4* WOOD I � I 1 *vam i MAX MONI "DOE HEIGHT Ma IS A RESTRICTION FROM A" L - - -I- ­1 I FLEOULRED , WOW ANCHO I 1. i I �� 2 � 1 , ­L , 0- 0�) I- MAX LONG ALUMINUM SPACERS 0 p - � ' , . I �� � vaummImets" MARemy NVCAIW 0. Starr III, I �� ­ I N , .1".. ,.-,,-�','�,�., I . - _:­ L 11 � 1 3� �',,� EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL !il -- � 1 2"�4" WOW PLATE (SEE SCHEDULE -, - L, E'D , ' ­ NEDUIRED - LATE REGUIR0 17 rOOD ANCHORS 1 � , ­­ _ STLEITTS 9 THRO IS 10) I I � 1/2- 0 C, (SEE TABLE If t ON I -� I I' Wel- - to QAS15 molArm - � , �*X,i' INC I -­ -�- - - 11 SHM 11) Cz I ,.,� . L I - I �L SHEET ­ , , -4) z i , I - CONCRETE ANCHO ­ I " ­ REQUIREIT , Wool) ANCHORS , , T i ­ " . �� S7rAGrER0 W/ STUD I , , , ON � �­ , I , SHEETS 9 & I OT) I : � � ­; , I lrlz,S�T UL L _ A�-� -- , -,,_,, i I ON SAW a WAR BE REDUCIED TO I/-v As i , � �,:-­ - - - - - - - - "J M OW 4----,- � i I � (SEE SCHEDULE ON LAW, M THE FOLLOWING, CDNIXNO�d AM ! - ---- j -� , . , __ PLATE REQUIRED (2) P�.KWOLM4A4oMftCMr�'OVWQUWWWD�VOAOMVA ZWOOTEST114"COtC, OR � ---.. -� � - 1, I �i, SHEET , 1) ODInkm WIN, i I otIft IS A RESTRICIVIN FROM 12 i/2* OX, $PW:W0 AUXIWEQ ON I I " ­ -) � � I . z (1) MAXIMUM ASO OCSION PRESSURE i I S-W m- I ­­­ 2' wo� --- I., - -' I �, L 0 0) NG AND FLOOR HQUNTING BUIDiMNTING I � ; .00, _65 ,.L� � WALL WOU JDJ W/S I i RqUQ IS � � ('I, " - C-DE HMO. LENGTH IS UNvEm TO W AT AN, opm, 1 4 1 1 CTNS IS A ROETRICTION FRDM LARGER PX14CL LOW U) UCIIQH .4 W&M - I � 11 - � -IS M44M ON I I 0 SCALE 3/6-1- SCALE 3/B.,* I 1 GO -MAXIMUM srom -Ka LOWTH M MOUE L SCALE 3/8- 1 * I ". � G / DIRECT � SCNEOULF- SAM 11). ; CEIUNG AND FLOQ8 MOUNJING BUILD -OUT MOUNTING L. ICU ; ALTERM11VE 2W (4) ��/rM�RX�:Z COWP20: PA SNALL RE A!I INDICARI, 0. I I WALL MOUbMWA I To, F ; Ir I 1 (3) SIORM PANEL WAUARON FS ONLY 3 I LONG SPACER sAiD1 ONLY ALTF4RNATJYE 3W ALTERNIMIn M INTO AR EXISFING WOOD E%kME WALL, ' SCALE 3/8- 1 - I . 3 AS OUTFIFULD BY xsn, I SCALE 3/30' SCALE 3/8-1- � ALTERNATIVE JW I � i E-l"Ll SlAWMUtD A" THE 2M (FRI EOOFONJ OF THE FLORIDA I ", ... 0I LUO*N, " m SCALE 3/8-1- 1 io mlsoxnom VALID ONLY FOR WIND i 4, % [; ZONES I. 2 � 3 PER ASTM I i RIMMG DOC I 'e�tvk , �At`%"% I FEWS_L ,fx, ­­­.0 "11111110filiff"I", 'AHOMPINJIM, I I p . " , 1 i $-, L ,A�tgk k Itt __ , 1---..,.-�l----�-,-------.-�.----- ­ L-----_-.-t .� -fe`lvk�EN'R % v;,-_ .,N, ------I------- let,R, A. Tio". 1 L --- L -­ - LU , ;PNI --- AV � ­... "... /,)� 111. 1 -- ------- - ----A- � I 1. ­ -, --,--------.--"-�.---------,-A-, c� . �� ,-j 1� 40!;�,.\1 .. - molm� z .1 '^ S = 2 11 . ii�ll � I ce,­!A FLORIDA BUILDING CODE (Non High ValocIty Hut cone Zone) Nolt& s� ....� "'gaN --. � FLORIDA BUILDING CODE (Non High Velocity Hut Icons zone) NQU-EQR-0WQJA0QR-QL-aEa:M.& z : NO, 44167 � s FLORIDA BUILDING CODE (Non High Velocity Hwitore Zone) / 41 = . z ` 24 GAGE GALVANIZED STE -Qf S � 1111SCO. Ak. . Fl. I , INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D = *: . ------ f , a.44167 '. 5- "Iwo O-WOO. I- M STORM PANEL I.P. -ff&nm: 1. INSTALLATION ARE ONITY VALID FOR VAX� A,SO, ; Ni:L 44167 " .me 24 GAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNT NGS CAN BE DESIGN PRESSURE RATING (p.J) AND PANEL LENGTHS i � :: -. . = 24 GAGE GALVANIZED 'er 2 * -, '*1 DIVAN BY DESIGN PRESSURE RATING (p.s, f) AND PANEL LENGTHS -- * : = STATE OF .'q: 0F`W,tI * . = � : - ORI,sN W1 COMBINED IN ANY WAY TO � z - / A * . * = SUIT ANY AS PER SCHEDULES ON SHEET 3 - -P, I. 1 ,­ I V-Q1L1Qa­DW-ftW61WLQE-=DQN.5; "Ol., I �- - \ Ol/n/vul, TOP & BOTTOM MOUNT!NGS CAN BE S PER SCHEDULES ON SHEET 3 (EXCEPT FOR = t - : E I \ al/27/;KI:nI INSTALLATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD -��, -��- 0. - .* . . -7/V/2m z ED. - EDGE DISTANCE 1 � la. STATE Oi�L ­­7 -L-, -, GLOBAL PROTECTION PRODUCTS, LLC. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') t -�,­- STATE OF��: / I I L I E C 0 1 Is C. \ GLOBAL PROTECTION PRODUCTS, I.I.C. ­ !!7�­�_-:_ Z IIIILIECO.!-C---�� RAL PROTECTION PRODUCTS, LLCJ - (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN RE 17- / C 0 fmc� I �, - * �;�-- � I MEMBERS TO BE SOUTHEFtN PINE No 2, W/ SPECIFIC " -11�1,� � I - O S., h, STREET -� 0". 'AtORjzI?'..a TRILIT TcFNMR IF U,KV,,x HIle .. IH s,Rer, INSTALLATION. i%r- �,"iORIDO:�g,---- ______z.:-= � ­ �l lONEE3 - I DENSITY OF D.55 OR EQUAL "'NALL - � I Rout Ims�. CK ,.mARWa COMPANY COMBINED IN ANY WAY TO SUIT A;Ff � r`� -No F- N, , OPH ME_ R. nil. )r 'WIT =.I.2. .. . � ­ - SHEETS 9 & 10) ,15�". - - - - - - .. '60 � - -..."c"' z : PAN IT,- - -06"', )WI-THS. m ve�m"M 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I .1 .� f,0,7,Ip OWRL `L­ MI. -MI 20-175 i Ton"LOL r 20-175 ; ),y ­ ....... �, , I0'y -, - -,W, - (im, , -I,--"'- -W,- " , , ='n,.).-BT,, NSTALLATION. , � I pm �� ­., 0A)m - OUFI LIT, - � OWll --I- HFWL­7�, F i6 � ii, V�.o , - ­::12ILI 11 l - I MEMBERS TO BE SOLMHERN , "'If I , o' i - - - . ,-, ­1 - DAAANU 4. I, PINE No 2. W/ SPECIFIC ,,,, QNt� ---z,z* - ORPONO - < - - ----- o' �w - ­1 ToRmirt"I -0016, �11�. '.I I - DENSITY OF i0L55 OR EQUAL. ,,,, ,�: C.-Ompig 22-1:0067 ,,�.,, 'IF, A, IWILIVI'A. TW' � f - I,'. M .� I I � " P� SON",GLINATURE/aATE I'll, Ps. - ----- f9mLLLJ I . 1 1 vm 5 , DIM a W I$ . FIPR' DUO I I_— . ­ .- I -j - -- _tm_ M.L. -:��- mig aiik­ 112!2� � � � � , L---- -- M I I I I I I 0- SHEET NO. SH 1.3 --- - - - - -- - --- -- - i �i -- -]---F I IT-,TTTAi6iF,11F-[FY17-. Ti !-----I- I I I ,; , I I 1 I I! I I I, I 1,; , I . ,11 ,� i ''. . I --11 - -------T- -,-IT--- I 1, -- � --- � - - ,., I , -- �--­----­11 n 2 -------- . ___ I END CLOa-URES DETAILS FOR INSTALLATION IN POURED CONCRF,TE, I CONCRETE ,6LQ,QK QR WOOD STRUCTURM VALID 98 REGULAR-1.11 I R I,. I -1 " __ - - I - -­ I , 1, " POURED C ��" � ' ____ _14 _6.00=00�KOR OR I '(�) .0 10 I , , ,_,�' VAR __ I \1 � r.'. WOOD FRAME 2' . 3' I, .093' 3103 H­ 09 �:" A -, -, w"-r6 ALUE, COW ALLOA, � " (4) & 0 REOU'RED .. . I 3/.- 'r� I ... ANw will, I/' _1 . � ' * IA -CON a 12' D.C. 2 '/z '7 1". I - j __ '* I MID, 'liz. IW401 - IAPC11 I , � .. .�'N __ POURED CONCRE-11 - . , z 1 1/4'. � 1 3/4 ,�� . I "'�� :I I" "' ' � I OKO , W.'�- T.- ---'\ I ��_ ." REQUIRED ._. 1, I . ". Oi6' - 2 1/2- �4-, . " " I I I ,. / '�Itxt , �_ "I �.4v* � I I , ' I I le GAP '� I '��-"A=Jf'��:-' ��-�. -� /' j - I , � "I, �'.il - � - I ­ - � - - - 11 I I tY I., " " - _74'i 1 , ", i -'( '- -'! � ,__/ : , -, k 1. - , 1 3/4' " � L -_'., , - -, - -, j VT Awn W�: vot � : ]ALTERNATE LEU LOATION � x 2 .2: . =: 70� 10 2, � - . , ",/7 1 � 5 . �056 CONT I 'C' . VARIES - " - 1, \_� ' 'el" v* M­ ALW_ ANOUT OR , A�' � I- '_2-�: �' V. I OM' 31V,1115� SHEET POLWD CUINCRE1 , . I 'mT ' -- I - - - - - I- 1R.1 META, 04JM DEW PLATE �' BLOCK OR 2�14' Ew'wCGWr'=T7F 1 4 1 -1 ' I � " _,. _ tt�- I I-'. I I , 7 11 -j� �' / I I I RTOVIRFO --,\, jt'I ,/- 3; ble , "' ' ' 0 1 L 2 / " / -VAL01 ' - - - 2- - I -1/z� ��L' I c Ow. ALUM, AN�u 'Ir I-/ M., GAP \ I_/ L 1.,i=/ - - I 1�1' A 9OLT ,k^ . V , .912* ' poS­­ uT i 0 12' Oc, OR 1063 _o, I W/aACKNUT � ARGUE . I SCALE l,'4'- I' SCALE !/4­1- SCALE 1/4--l- SCALE 1/4-.1- 1 1 77 ___ - ' ; - SOUS -SE' OR c'KAK-Im " p=-MATE ""' "O I I -1, PUME .D - I 11 `4,� ,(A) 0 ,(EA� Of, ' " wolc ,N9, V ... I 11 --Q CONCRETE BLOCK BOTTOM OR PA.MMATF . I _Sx , � U I \ 4 00 2N4' WOOD TIMES OF O"NO SCHEDULE zum ,L fMIN P�AI - ` S TRW RIOUIRED 4 Apm-rABLE ,a . ") 7�: " sr I � - OVEFUAP 11 OF.- -a-- le" - - " -1 ' T & V � I I Op - CONCRETE, CONCRETE moulito l- �_.IJ� ENTN'; .'_11.1 I ci"'� I =.Mo I " 2'x4' WOOD FRAME Zp :z zl�4a4p�44 � R I - '] � � I I iiiii , - -1 REDOUND 'N"11".11, I ", I 1, I 11 -,,,- v_ I / - , � , �"" , � '.. ��� " ",_ ,,, ,", , � �' . . . . . . . . . . � lz"'�� " �11_�_�"' __7 / - -" �1�0 , � "I � 1111-` I "L- I, , 11 'I, IV I— a CR(A \7 ",' / f ",RE. FRONT ir, I '(t J',, - * .ARJES 0 "", V�; �RLD ;&TAN PARALLEL TO : !;' W. ( 0 / I � A - IIC DISTANCE -7 -1-;�7- -7__�' 11-M.) i ' , I : , - -,\ 'J, / " I �L I -1 , - , ,_' 11---\ �. - - - - - - - - - - - j v 0011-11-11", �\�' _1 , =__ I / \ / eNINNT OTP I isk, k T142,111's. SCALE 1/4'-I' � \ / - leve- ' ....... .� ��' ." ,\---/ \-/ - W.. ... E " v . VALID FOR DIRECT MOUNT INSTALLATION ONLY & or- Nse",'T 1!'_� 41_11:��' � - . CERTIFIED PANEL 1NST&LATJON AT WALLSS W1 z : s SURFACE LEVEL VARIATIONS WITHIN 31C z . NO� 44167 `- rz _� = SIT: z . * , * Z_ FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone) . - CASE F (P ��'_ -1 F . .. oom) TILTECO, - I I.P. . . 24 GAGE GALVANIZED STEEL STORM PANEL � Dke", fl. SCALE 1/4'.1' SCALE 1/4--i- S, 01-, - - ItORID I" I - -1 I -" q�' - -1 �111 -, : ' IILIECOmc, I ' v/"/m* ".� , , "I - Z \ GLOBAL PROTECTION PRODUCTS, i1c. INI. 4 , ,I,,-, / "B"T I=qI,!, cNall"O"o"No Coe- � III* 61 STREET 6 � w .Mal TL �11 � , � 1. ') .I-,- - � �' .. , -175 , / -, - - Lei) 0,-,.I PHOKE, (VaNda- FPI51 I'm 19 )M-4707 20 - � � N,,t P.E sEAL/sx,NAnmC,G*TE _­00001. '". — � - I-f — - I = . = Til.LIT 4- F�. , I - 111. m - I I . ZME, 4 OF ", --- _____ I (VALID ONLY FOR PANEL 0INSTA1.1ATIONS AS PER ALTERNATIVES IW THRU 4W, ON $HEFT$ 6 & 7) m". A.S.O. _____­_____1­____ I MMiMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 4 & 7 "z=7421E OESICN TO ALTOWTIVe PANEL TAPCON LAG SCREW PANELMATE PANELMATE WOOD BUSHING I , RESSLIRE RATING ANY CUMU'UN 7mu, ", IT. .� (P.. 0 FEMALE it) PLUS 0, THEM t") 13" ". 13" 1.3, 'r Lw _(Top) _'__ ___ — _____ I"— _____ '3. _____ '3- .- III (BOTTOM) ____L3L__ 6 lIr __i�:__ 1/2--- - 6 '/2" — 6 1_/_2'____6 1/2" 2W (W) - - __e - - a ,/4* 12 1/2' 5 '/4' aw (BuTT.) 5­0' I ­__ - a' _____­_. a- _____B�__ __ - - __ - 5- - ---,T- - ______ - - - --- - ��_�t�j OR LESS - ___ i- ___ ­--a�­ ____ -w __ --- -'* ' - ll.---.,-, ___­__­______ 13, ­ __­_.____________ 13, 13, 11" _� ��J�-Q : ; "5' -45 ­ ---13* 1____­______ 13, ­­ _­_______. 13' - 13' I ir 1 13, 4W (BOTTOM) , MI OR Las 13- - 13, 13, 13, a I LIr 1w ow) - --'73';— ' - __ _i3�' ___ __ 137 ____ 1:5* __ - 1. IN (BOTTOM) - s I/r ------ 1/2 - ___ __1 6 1/2' -------. 6 I/ 2- I---- r, 1/2' 2W (TOP) ----a - ----- - �- ­. 6 1/4- - - 12 1/2' __ 6 1/c 7* (MIT -) >5­0- _____ , i/2. —1 4' "'-' ___ ­E'�?'L - __ ______ - - __ �W 00'�' 14!!4' -------- 4 1/2- ___ ---- 1 - iF ,- - - , _._i1_T__ '. ___ - iw_(k�i) 11�­� ic ­�� - "t- 1 �1/21 ______ ". _____ 12' __ A. __ 4W (TOP) __ __ 13* - 1 ir - __ ___ ir __T - - _tk_ ­iT_'i2f_' 4w OEM ___j SEE TABLE #1 FOR W�X A,S�D. DESIGN LOADS & NW. PANFL LENGTHS WHEN SPACER " IS _ USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 1 . - I MAX� A4.0� MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPOCEILE MA,WUM DESIGN PRESSURE �� ALTERN'T""" I & ANT PANEL LFNIGI RATING TAPCON LAG SCREW PANELVATE FEMALE ID PANELMATE PLUS WOOD BUSHING —I'- .c (IT) lo-'Jr) OF THEM ". 13, '3. 13, '3. Tat (lop) __ w — ___�r - __'_�F_ ____T�3 _—W— vw_FqvT_r6k.i9 6 1/2- 6 1/2' 6 1/2' 6 I/'. 6 1/2- z* CTDP) ... - - __ - ___ 6 1/4- __ 12 1/2' 1 6 I �'_' - 2w 80 .. s*-W ­ ' _____ � 112' � - .11.-I-11. B' . - .--- ' a-.---- __ - - -.- _� ___ OR LESS ­Ln- 3W rTOP)_ __ -.- _�__ 7 11�� - a" __ :�__Lj._: B . __ - - . - _'_ �jl- __-___F�L82119-�) 13- 4W W) __ _T_____ _ s �.45. -45 1_111:_ 13, ___13 Ii, - ­_­­ - 13' ­ ______ 13, ___ 4W (BOTTOM) - 5, - +7 To 75 Ls:_::1'___iL­�__ _— , I3 . to' 1W (TOP) � ---- 1 13' ____L3 - - - 13" - - - W -, ---- ! ----) LW-1-807c__1 _Yr - 6 i]"2. I __ __'_ 6 I�F ----'----- 6 1/2� a 1/2- —1/1' - 6 1/2- 2W (TOP) —��A:�'-__---___-_- " '/,____ - i '14. 2w (Sol 55'-O' " /�� ­ -L -1.1 I ___K1____1. ___I!�_­ ­_--i­ 71/7 ----.-.-.-, -1 ---,---------- I Tz� -.1 ------ ­- ­1 1­____ I— _L_T�) 13W (I OF) ______ TO 7�-5* 1. ' '�_ -1-.-- '1� I !I 1/2' ­­ I if:- " __._.___­_­._' 13, 11 -.I-,.------- 13, - 55 112' 3W CWQGM) ­___ - AN 00F) __ _113". I w --[----��­-- -­­'3�--­-'W--'w-(�6F0-m) I --- --,---- ---.------, I - I I - SEE TABLE 11 FOR MAX, A.S.O. DESIGN LOADS & VAX. PANEL LENGTHS WHEN SPACER O� IS I " USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I . - TABLE J1 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 1 6'_6' > 44D PSF TO 50 PSF W-2- . I> 50 PSF TO 60 PSF W-10, _j A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE 9MALE 10 OR PANEL MATE PLUS ANCHORS & W/ Qq Sf$AW . iff,,4� 1/2' 0,C, ,,_ ____ ___'________________________. -,--,.--- , IN�JALLATIQN OEIAILS FOR LIFE SAFETY _PANEL.CD INTO POURED CQNCRETE OR CONCRETE 8LQCK_ajRUjQjU� 1/4-0 TAECCN __ _pISTTNG POURED 1/4-0 TAPCON - ___ __ EXISTING POURED lic ANCHOR 0 01 CLC. ONCRETE OR ANCHOR 0 9' O.�: CONCRETE OR ��,t_I CONCRETE BLOCK I k, CONCRETE BLOCK " � REWRED. � ' �_` �'r I _� REGUIRED. �,'� � � I', ­1 - R - �Ih " ; , " __. ��,,, _� ---� 1� .' _�"z 11(2, ��' "�f I 4) � �' .' _�V:' i - - I , I � , ___ __ � __ __ -_ I __ . 1 1/2. 1/4- I _. - 1112- 1 , �:::'_ '-�-,�' . I - �� I "" ___ - � - � I i f I I I '_ "I - E. 0 ED- ;-__�'_-"" I I . 1, : , , ; I 11 � - VA,1 i I I , ","�.'-' ., ; '� �"� ; k C1 I "I I It. SM92V *A �e' 1 A, m w- - - I : I Zm . r-'m I I ­ 1 j I FA�% w- I LENGTH _'_' - 11 I - I I ___ (BE: V.-EVATiDN V­ ; 1. ON SHEET Z2) . EXISTING POURED EDA CONCRETE BLOCK . 1/4-0 PANUMATE PLUS - WHOR a III 1/2- 0.0 , I i [ cl) L12 ! i , 14 . I . 12 I/r - r ; __ 1- __ " I -0 J�Lla SEE SHEETS 15 & III FOR ANC�KOAS TYK * SPACNM FOR PWAUAT04S INTO WON FRNWE INPIDINGS. MIN, ANCHOR SPAIUNDS AND MINUUM EDGE DISTANCE ARE "IDICATED ON THIS SCHEDOLE- FOR E. LESS THAN KMKATED ON SCHEDULE AMXE ANCHOR SPACINO By VULTO'LYMI SPACING SHOWN ON SCHEDULE ST THE FOLLONHU FACTORS, FOR INS OP I TO BE POSS*1.E ROODOtB SPACING DBIANED USING FAM4 SKAU. NOT BE LESS THAN `NwM SlIXING WDrATM MR EACH ANCHOR T�PE ON THIS SCHEDULE- !p-. 1/4-. ANONOR TtW - 1,ecON-_ _A6aim- l'ile . Nemum, .4c'm snivsIa 0.) ! 3 I-- 1-o'.) 1 3 1 clK­ ft. IiI,) I ,I 3 'a Malm. sm ME 7-0) --- . � - . - ", - I 7- _ "'t - __ -Ii.li- - _ - __ _ - - � _'-'l_"___ �� __ I - - - �' � _­� �� 1 - ,--) I' MIA. � �, ! l'-SEPARATIO14- - a 10 GLASS. -,;, t,- ��' '.�_' v _­1 11 11 - VA, I � " .%I.-! " , i , Ill � 1 4 .,_ 1 - I �� I . *L* Mo. - - I 6 PANEL LENGTH " I (SEE ELEVATION 0 N i 1K I-- I _I , , . _; ON �CET t2) " , I .____ if - . _,__ . --I'- .9 _____ - I 779 i - (i) � _1 ; 6 : I I U UE CONCRETE OR- �"�."'�? �." I -, - f� ,� I CONCRETE "U""' REOUIRIT). - � � -1- I -_ �'_ I I I _� ____ I �� 1 1 - - �' , � � __ . � . I - I ' ��'� - � �": 1/4-0 PANELMATE I`��S_ - , S900 WEILL ANCHOR (SEYOND) A -mu WALL MOUNTINGS SCALE 31a-l- FLORIDA BUILDING CODE (Non Hich Velocity Hurricane UM A,S& 0ESIQS_kRf.SjV8L_MTINQ (p.s.Q AND&DERES?MING MAXIMUM ANQHQ&. gjNfi_5DhEp= FOR REGVLM-. STORM PANEL I INSTALLATIONS, IN � [O . --,.--.,--- (VALID ONLY FOR PANEL(T INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEM 4 & 5) MAX. XSD. MAXIMUM ANCHORS SPACING FOR MIN ED PER 304EDULE BELOW T - APPUCW TO SECT04 __ WAIWUM MAX. ASO, MAYJMUM AKNORSr SPACING FOR MIN ED. PER SCHEDULE B&DW * APPIX-ABLE To SECTIONS MAVULA, DES" PRESSURE to PANEL LE �V. DESIGN PRESSURE I & Aw 'All LJENGTH TAPCON SOLID-SIET PANELMATE "", TO __ I PAREL411TE PLUS ZAMAC-NAIUN CALX-IN TAPOON --7;;;— SOLO _Sr ­' PANELMATE FEMALE TO PANELUATE PLUS -_ ZAmAC­KAJUm -IN RATING ( ') kl". I I ,, COMBINATION OF THEM r - - L I k"j RATING (P',,C) — OF THEN IL" (.) TO 1 To cuicatirl -��- To ONOM To otwE "' 0I)NOVE " -mlio,- To lo ­_ _� 10AP _'__1o"T5'_ 1% - ,BI, Tw - ___._ w loom , To TO - 1GDNa'6:GUjEiE1E.' __ .w TO , ,,I& !%m m TO ommm COW To omout: w— — 1 ir ly I�� 13' 1 IN' 13' 13' 'r Is- i - I MP) 13, 1 13, 13 - 'r "' ' "' I r 13, 13" 1 - 1 1/2 I (TOP) -IL --l_ _. __ _. - __L'____2:_ - _Ir- Lr - Ir__ 'y ll� -T47- 13, 13' —13- - _13- 13 _' " 1 13, ­7j� - 1 (BOTTOM) ___ Ir j__!z3_ "__�_ 13' — - Ti;_ -_ -13 - it"-;',�:- -13- - ___ __ _� �" t37_ _ T3" ". _ 13' 11 1/2' 1 WITOM) _L3__J_ 11 I "I I �(,,D�- 13" I . 13 3� , , 13- ?r K 3�_ I ---- 17- Ir - _ __2L_ Ir _ _ _'!3:_' 13- _,.__ __LY is- __ __L3L_ 13- __ -.- — sy 13, ____ - ____;�_ ___ _ 13, 'r __j_'�-­�-� ____.'____'_____ -7-;- _Ti�_- BOTTOM) __L3�_ - 13" - - 13* - y ---i 13' _f 1 _ - _ _IL_ - _: -3 13L __..j�L_L__ _ " _L - �� __.L _ __L 3L� _L __2�_ 13" 13* _. -j-3i- 12, I 1 2' - � . 137�__13 __ - - 13;. I � 1/2-12 — 1/2' — 6 1/4- — 6 1/4- '; 13 I_ __ 12 1/2-1-�'­'ji; 3 3 --= -_ - a -6 1/4' 6 1/4- 3 (Top) 3 (BOTTOM) ,-*-r OR __2� - -w­ 13 -___ 13' '3' 11-1 T/_21 IY i2 —1/ 1r, -iF- I 1_3' I 4- 6 1/4' -W-- -i -Ir 3 __ _ � _ __�� __L3: �Aj__ 12 1/2-12 1/2� ­B- -11r _1�: _ _13:_ _IL - I - ______7 _3� _j_ _ 6 I /01 _12�1 -6 1/4* IE2�� _ 3 (BOTTOM) ., _F, -OR - _ __ ,F-, __" ____ _____ ..' 0 _ 5 I ___ 6 ' B ' ­ - 1. '. - - a' ___ 7 1/2* ____' 4 (rOP) LESS ­i;­ 1/2- ---.. a- - -_ ____ I 7 — — 0- F S. - A �yb�j -_ LESS ,!:-- '. - _.,.n.. ___ - " - :�__ - - --!:- - _!L - '. - __ '___ - a' - -_ B. - - ___ I (801TOM) I— - . IF— -1 v - e - " - , - a. - __ ,- __ - E!!! W) �_i 'L_ I __­ - __ , !"r� 3: , - - _j_ - - '81-- - _�� .. _ 13' ..... ­ '...y__ Ir - " " - -.- - Ir I I-- ---"" I - - '__ _� - I i_3;_'__�i__l_7k' I' -_ �� �_'_'_' � - -­ - , -is. 11 __ -1 ­:i�. "___ 11. - � 11.6� __ -t _r - �� - 5 OUP) S -4-k-m -MI) 13' -5, -- 13* --- I i__ I 13, - i�iw 13, --- ­_ '3 ' Ir 'y ---I---- 13" 13* Ir ol ­_1__________'____ 137 "I 13, 13, ____ 0, ta* IV, ___1 1. I 11 112, .- --- 1 tIt' $ (TOO I—— ! (R�I�L) '3" 13, ___ __ ti� ____ - 11-1 � t 14 3�_ ____ , ___________ __ --- - --- __ ___ - -_ ­ I .--. _. ­11-- _. -_ � ___ __ _ __ __ - -, -,.-,. __:�m _ I ,I -_ IS' *1 5' I— __­ Ir -..--"--. 13 � ____ 13, ­ 13 . t-.- Ir i w ____ ­'­___ Ill i 13* ""___T__�___'_6 _L37_4__!_K_PTT) ------ 13, _____ - li, -,-,- - 13, ii_i7i�ri 13, ­T/��Ti_�/W 13, tr 6-Fliw Ir 1 Ir -,--,-T-- I---- - 13* ". - 11- .I - - Ir - 1­ 6 1/4-,6 it IA' ____ '/4- a (TOP) ­ 6 (WIT..). +45, -45 - 6 I/C 6 1/4* 1 i P. 174i; - I - 1/4' --- -_ 0 lleIG (Bor,") -_ +45, ­*5 -10 ". " 13, TV lY 8 T/2' I,- 8 1/2- 0 1/2-16 1/2- Is- I 5 I)Y - - T doii) OR "4SI -6 5 Ir " - - — Ir _r 13* — - 13, !0_ _T/K 13, - L-r- � 13- _13- .r +SF-1/2 is, '. -Tr -i' -_vi __ 7 1,(2 I 5 Iii 1____..___­_w_ 10 1121 7 f12 IY �3� -"-, 4-ir lj2' __ I MO 1 MO T_�S_ OTTOM) -, - ____ - - I r - TT - F2 _'T3�_'__�� ­ ... __3 - Ir --io, __ - _ 13. -to- __il`� - -_ . ; a, 13" - -, !IS 'r 1- am) i _(Bollam) __T;3.�- 5- 13- __ �O 1/2- 7- I r 7- ­ i2lTlfl:;_�F 1 r - ____ 4 1/7' - - - 2 (TOP) ___ _11L4_�- _ _ _�__ _!3 13- _T_ IS- 8 t/2- Ir 8 1/2- - 9 1/2-1-i-T/2- - - iz- 1/2- __ 2 (TOP) ____ 37- __;�__ u _Qw_ _13:_ _13�_ - -i-1111 '_ - ___'2� LQ _112! 7 I Ll *3' _ 8 'Ir � (BOTTOM) __ � _ 13' 13� 7 1"2- f,T__T "__ 13- _ _; , r _1�3_ _i�:_ --i - 2i ". To' __Lc�_ -i3:- 2:_ ly To' _ I I - K_ . it' 1 13- 13, a 1/2. 6 I/i, 2 (BOTTOM) 3 �) _L3�_ ___2�__ _2_3' _ IS' _/2 14' 9 1/2 - ;9 IN w 1/2 __ * 10 1/2! 7 1/2 ______ '3' __ !_ L/K 2_ CMP) _ �5�,. '51-0- — - ?, 1/2 --;;-- - 1 ' - _�' - 12 1/2" ­ w .. Ir 12 1/2� ­ . -­ 6 1/4- 6 ll,r 7' 4- __ --- . - T7 IlrT2 IF __ It' _t�_ — I.-S'.- - - 4 1 21 _M2_�� B 1/4-,6 6 1/2, 1/4- 2. _2 3 (BOTTOM) — TFOP) - - ___i�__ — J7 �__ - - - 12 17Z - — 11- _____ 1 i-, - ____ 5 1/2- — 6 I /4' __7_ 5T - 5 I '. _T/ 7 1/2,16 1 - I - 8, I � - -:-- - t - __ 4 1/2^ 1 3* - -_ '� _T"'!� 6 1/2" -1 1/4- __ _' 3" 3 (BOTTOM) - '� __ � - � '� -_ TO � ' _4' ' TO , 9-6. 6� - - r - aF� �5 �T/2 - Tl'�J�2 ' =-_ 1 A 10 - � 8' __ _. ___ a - ____ — a. - — - 5 1/2' ! - 7 1/2' -, - - � ( ' — ___ _-L13' � 3Lj 11 Is: _'_rH ­11 - I 1�* 4- ­ 1 13' ----- - -- 13* - -4�_ - 19 1/2" -__��- _2 13' 9�q 1, _�]�-_ __ _ E, 10 1/2 7 ' -_ __� , .' - - __F_ I .�Z — Tki 13, - -5-7- - a 1/1 a Wr 13* QF_ . 13 -, ". '0- ­ ir i To' � -i i�_ _'Ti_ 13, I to* . w --L,:- i -_ w 1 IS* 3; 13- 0 112r- I/� * 5 (Top) 5 (��7 ' (BOTTONT) , , - 4--- 13' i '. 3- 1 13' I 13 110 1/2' IT to 1/2 - is- 19 I/r I T-___'��Ifi-"/1_4_5F I jTfi 1113- 6F/F 14 1/2' i �!'T_k_ 1:1, ___ iE , ____ I ::iE is I r / I __ I- T��:5YY__ a I rm T9 TI/-2 -1 1 2- — 13- LSI/2* ___ 5 1/2' 6 (TOP) k ____ 12, _^- '. __ --j.3 __Fr - - -- - ; I I __16 1/4'J'6 1/4' __I.'!:_1_2"__ ! A:LS _jL 114- __j��'Z 1 _�.2�1 _ _ _ _ � .. ri 4;* _T7_ , _11": . . - 6 1/4' 6 1/4',16 I C4� L8 :1 14 - i - - , - _I/:tL ! - 6 Ile B ".. ___ a �IBGTT. -) _ - ­1 _ - SET shaST 11 FOR "NORS TYPE A, SWIM FOR INSTAUATIONS Pon AOOO MAJOE WUMNm IF M*.A* ANCHOR SPACING$ AND MKWM EWE DWARKS All,- #01EATED ON INS SVTOWLE FOR ED LESS THAN INDICATED 04 SONFDVUE REDUCE A00401T SPITE" Irt "IBLYIND SP04WID SHOWN ON spieftE OF THE FOLLOWING FACTORS. FOR THIS OPETIATION TO % POSSIBLE RMICED SWING OBTAINED USM FACTOR SHAUL NOT BE LESS TWO OMAN SFAI�W INDICATED FOR 15ACH ANCHOR TYPE On THEI SCHEDULE '�4t - !-I '!��. Ile. I/e. I /r. 1/.-. AHCHM M _1 INFO011 ­Y MUD -IV - I " - '4w�__ 1. ­ I- , zeut:� __ __ au,_ - -v�wm -00�oi SPACK (h) 3 A � I v2_ " 2 1/7 I Mam" em IOUBOVE III') i - I I I- =L �11_ ::� oUnAmaxal ��.-;i_N - Il -;--I/-,- ,T-I;F- 1 3 �.3 ACRIAL MM COMMOE (ED.) FACTOR __ - - - - --I- %/Z* - ,- - '' - I - - - - - - , 12' Do, - I - - m____, ______ '_'_I� � -_ - � - . __.. 0-10 - I ­__�__' - - , I/- - __ - - - - - - _____ - - SPACINGS ONLY VAUD MEN SP=I? S. US�M SM TABLE #I FOR MAX� A_&D. I- DESIGN LOADS & mAx_ PANEL LENG WHEN SPACER CA iss USED, � - _­1 - I _____ — -, - I - � a vm, D.M_(2). -T : MIN- - __ � ____ __ -,---,-,---- - . I_ __ _ - ---- I % __ - _ ___ ___i. ____ : ' (1)-104 __ __ - — I t----------- ----------- __ I" A ki . v %J v w w I I I I __ .'. .--.------ — , , I I I------ - ---- ­­ �� ---- r --- I-------- -�- - --------" ----- F_____' �T___ � --- -_ I I � � i j 1 � I i 't � I I ! i 1 Ll I 1 1 I I 1 �11 [ ' T � � � I � � , _u I 1 I 1 � � � 1: � , i � ! I i I 1 1 f 1 1 � � t I i I � i , I k' � i t I � � ' I I I ,�[ , ; I I � � 1 j e I I z i i i i i i i I I � � $ 1 � 1 rau 01 A A_&% OEM LOAD MAXIMUM PM41 LENGTH 40 PSF OR LESS 61-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'- 1 O" . - A MAX, PANEL LENGTHS ARE ON§ VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W1 SPACER AT 12 1/2' 04� FLORIDA BUILDING CODE (Noin f ___ ___ -ANCHORS (SEE SECTIONS & ALTURNATIVES ON SHEETS 13, 14, '5 &t6)------- - - - -- - -- --- ---- -- - - --- r*R­ 13, R-2.A/113. R-5A/14, R-18/13, R-28/13, R-SB/14, 3' MAX , R-WiAW/15. 11-2,410I R-3AW/16. FlIO-R-11OW/15. R-29W/15. R-30W/16. 1, MIN. , -----­-­' . __ __ - - - ' _­__­__ 1 4 , � ! , � ! : I L/2 : � 4 I � I I . I I � II I I : I 1/4'0-20xl' S.S, DOLTS *'@ - . m i I � 2 ; 1 I I v 1 � . i I (D � I // (USE FOR PANEI LENGTH I I OI4R 7'-6') ; � i\ I I : I 10 : . . : I i I I MAXT PANEL LENGTH 1, ! �� � REGULAR i ! STORM PANEL � 1 I --- -- ---- 0____'__ N � i )bm- REGULAR S70RM PANEL - - - - - - : - -_ � ___- 'i ---- . . I ------ I I --------------- i 8'-$^ III -41LO, -.40O P..J. (W1 OVERLAP MID PANEL UNSIH BOLT) I - I I��_"' I I 1 I ! - I . I � � � � � n I � LIFE SA!'M STORM PANEL I e. - 1 1 1 - - , - : - - . - 7*-t* 0 +60D. ­544 p..f (W/O OVIERLAP MID PANEL LEN(GYTH BOLT) - � - 7 "� W � � "A\ I . � 1 i 3 ! __ - , . . 1 I I ,-,6, j 1/4 -­ I , , ZO.I* - . � . ; I - 1. �0_ � . - - - I - - . - - ------- I I - : .: - i I - � I i -- - A �_ TH I - USE 2*-8' wal. PANEL LEND 41� 7 �� - AT ALL MOUNTINGS � � � � 1� "'�' I S. S i B AT . 0=0 � , I I �':. . I I I . I � 1 � I , __ _ , __ __ - ­1 - - ­ I � - --I----- ­­ I I I - ------ - � �- - - � � I- � ,,, - -L _ -J - 11- - � I—- L - - - - I I I � I ­� - J I - I 1 7 1 , I i - - - �_ i � - ---] - _'__ 11 �L.: r, I - - ' �' - , , � - � "---- I __'11_1_­­_1_1___ -_ __.. . - -1 I � I . I I ---,----I I L/2 I ; � i I " I ,.I, , I � � ; i I .6- � - ----- ---- � , 'T " � ­�" � - - 4" __: � I � � � I __ , " - , .' � " , ". ..' , , "I' I - ----- --- __L___­_,_­_ '_ I -- � ­1 - �_ ­_ I 1- � � .1. � - � - I ­Iq� I I-- I '__­__ - - -------- I - ­­11-11 _ I 1-1- I � . - ­ _­ -_ - ­ -_ ­­­'­1_­_­ I - ,,--.,-; ___'__j I ­­­­ - � i ­1 ­ � -_ - 1, I I I I I 4.'_I__..1 ----- ­_­ ----- � � � --------- , I L I � ge ( , D.M..(�), ­__ -1 , � - � -- I I ' � I ! I i --"--, I ____'�__ , ­ - - r I -- ------------ I I , I 5 L'g"A N"C"' A' """ ', � I I I " LOCATION 0 LIFE SAFETY ,� ! " .- � ) h,� PAN1`1"BZOT;TOM CORNERS . I I ; . - �_ - - ___ � ----------- -1 I I � � I I 0 � � , _ I " �11 1. I I i , 1") � I . � 11 4 4 — : I � 1 j - - ­ __ + or (�) � I � ,___L_JW - WING NUT _) � I -, _ _CwvU.AP_ 0 AT I I I - - I : — WIND NUTT AT , I �=� I _30 MG _ EXTERIOR LE-F PANEL � RIGHT PANEL La'. 3 - ua, , I . " MIN, R-IA/i2i, R-2A/13, R-SA/14. R-IS/13, R-28/13, R-38/14, I'Mill � R-IAW/15, R-2.AW/15. R-3AW/16. I . � V/15, R-SOW/16. __ ___ - - , - - ---ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &!5) . - ,. - - - _-_ ­­ ___ 1/4- MAX aw "- LIFE SAFETY STORM PANEL 1) ELE�LA-TION (t) - - . 11 , .. " 11.1 I 110 REGULAR 11 STORM PANEL SCALE 1/4--l- ,e - � 2.w, . I C1 ) REGULAR � ("', C`A�w It,__mou "ALLE") ..... IHIHHN" 't, I STORM PANEL 1w. __ - ___ - I _______­__­_--­ �­4-­�---11�112_ - ----\- - - - 1/4' 1 � t:_, -- -------- � ------------ , --------- - "' - ___ - - - __ 1. , /,'w'\' __' I ___ tl'��-k-�j` �= - � � ,,,,-*"-,..��,�...--:.15�t;,tm,�;".\-�" = .0 ==��=--:F�-'I 11 7. " 1 MAX.. 4 1( - I, / . v% C 1. ,I j \ .1 ' ' ' \ \ / --c"iER - " 4 , j�'%�A _" �� - '/ 11 : t�=�=====��___ I ­�=�z­­�_­ -------- _�_�__,'__';n �-��-A- ==�-- -�S/ "I � I , , ��­____ -T - - s ­­­i - - __­­­_ ---- � I - ---- ------ - - I - __ I 1. I . . - � � . 4 * : Mi i S "I'll I � LIFE WETY PANEL I � s � = - - V, ... : * S _� .q. " � - FLORIDA BUILDING CODE (Non High Velocity HOT !carve Zone) E HIGH __' .' '� .'. lxym, mc � z .� . . . .' . " " 24 GAGE GALVANIZED STEEL STORM PANEL FJ`. ~0, �ORIOJI' ., ., ". ­i­ � - � I � ­­ 1 - - ____ - GLOBAL PROTECTION PRODUCTS, LLC. ""'O' .H, SECTION A -A SCALE 1/4'-I" - TILEnt TWINS a 00"Orma comPAINY _f­�' - ANA, - - "' lt_=14-111 U410t "Nio S.W. 51 STREET I, O.�_ rL m" I, TO.,_ W_7bo, I- (vSI,)m­vT,T? 20-175 ow­� .m SEA,.,sKAAtww'uTr - a -Zola � wALTMI & IUET ..' Rx -.1 — I - �� - 11.111 12 at ,a _____________.___________ I INSTALLAJ10-N DETAILS FOR LIFE SAFETY EANEL (1'j INTO WOOD STRUCTQRES " I I . ��..­ � __­ �_ I - - — ___ _" - - ­­ ­_ � - .1 '1j­­.1-----q'-' -- 11'� '. �' � I 11 1, . I , x "I , 1 1 1 . , 'I.— �, __� � : I, j I I 1 ,� 3 ' � __L - ­� �._ � 1. � I '_'� , , - , I � I , - I , � I - - , , -_ - ' ' I ,. " i I I I I - - 4�' WOOD HEADER I . , J_ *WD HEADER �' ,,,, �- I --- 1!1__ .0�1_D HEADER _; , -, - � WOW HEADER - � � - - ___ , - __RtOUHR[D � 11 - ;-- �Il AEOUtno 1, -1, , ;� - krOURED I / � _. - " __ _IiEOURED , I � . , ,� . --- -, 1, � , ''I , . �� � j I I I I . 1. . I � .�_ 'A - , I li: - 1. I 11 -- - � �­ . I I I 11 - I , I I I - IZ4-0 TAPCON . I 1 � � �, � - I . I ,� . I I i ; � ,/.'* TAFcoN � I i/4-0 TAPCON - - I � " I I I i . 1/4-0 TAPCON I I ; I ,� I , I I "' - mCHOR 0 s* D.C. � , - - . - I � I -,':' � ANCHOR 0 g- OC - � . , " �-' I - ANC�Oft a 9* O'C' _" 1� I It, - I 'I, I �� i ANCIOR o 9, O-C I.. � . - I _� � � l� ': I � , " I I , w � , I I I 1 , I . � �, I " I I , 1, I I : � � J - . ,� ­ 11 ��' : ;� I � 11, � - ,_ . 11 I I - _'(�) � Ij -41 , � I I '.. � . C2) . , � 20 I I , L � . r - ill � , I , - '_41'__mA'*_;'_! , "I, 1LI j . - I � I I ,,, -'4D S�Rq-m A - I- "I I .El ." I �Q :: Ij , � I ..' 1 �'z " 1/2' , 1/4- "I , 1/2' � 1/4' _� �' 40IilO �I 1/7' 1 i/4- �:i � :�i . 'jx /4- �; I I MAK. - - I ti I I � 1 1 - . M4IL_____ - - __ Ili I i I JMA��_'____ I � L , il � I I - - ____ - I . - �' ____ I - � - I 1� , / 1� , I I :: �' 1� - 12 . : I , ;! � 1 2 p I , � I - I � ,� , , , i " I M;,, , p'i[' - I ! I - , I �� f� WII , J ; I 4 , mi� � ;,1� , � I � � I I � I i I I " I I , I . I I ... ... ............ L � I I I �_ '� , � _� ; W� I : -, r-, , j I I I I - I I f I : i : � % '71 � , I 01 ' LIER" 1-11-L : - U , LJ 1 U1.1-Li I � � , 'T a ff C, ) 11 i - � � �� _- '/�'­;W- 0 0 , 9 i 11 �-_t, , , I I ",:ol I, .0 .- - I - I "w 1 '�"-- I , 'FA - � "��: 1/1'1=ip : . � k, /I ,� I ExEsr;I_w'A � 4 " � T .1 � 1 L�� : CLASS �' ' I ILS, IS I 1.1124, � 1. t' - r - , RAE-ma I i ' � 1__ I =%X'1_r' C" __ -11 I - - .RoAle I I . - , � ­­ --- - t = � � It �� am"Di "�"� � , - I 4�' IT I I 9 1 - " T-ar) I it " , 9 I � v 44U It i � 11 �-z ;' I '!-' Mo, il I ­; �____4x __­_ I - - B, PANEL LENGTH 11 I K. - L".- , B. PANEL LENGTH :� ---I `1 -.I - - 1 'L" M., .- : - � � I I! V W­ .1 _____ t. - ' -- ELEVATM iSEE ELEVATION 'r 4 4 p 11 I I ii Z�' 1 0 1 PANEL LENGTH I PANEL LtNM)4 I I 1 , ON SI-im 12) SHEET 12) 11 I - 14 I I (SEE E";Tali 9 " , �, __ - - . I '-­­_ = � �, - ­­.4 -1 � - - � : - - � - - 4 -- ----� ._ ------------ - �(SEE ELVAUGN it T I i a __ - - __ ' ON SKEET iz) Is �' � . st I ON SHM t�) A I 9 I i ( � 11 , � I' M;' i 0 1- I . - - - - I�­ - - 11 - - _," , A : I, .-, - , , - - , - -_ (I I* tast. IT T _� C, ) It— -5- - A t � it - - I - . - - __ - - . T___ T t- SEPAPATIOt,, I a. I* wr, IT To TLAX I - ' 10 L/2 SEPARATION- - - I IT '�) I I* MI. - TO GIASS - - - � . I : � I I - 1) :F_ � - I ,; - I TO GLASS, I 11--SEPARATTON - 1 0 1 9 , - It - I � L/2 4 TO CLASS. I -!-( I mo I 6 - 1-1. . . a ':3D 6' @ 971 i I C& 1 — ! I - I � ; I � I i a i I __ � " I I I - I ' I * " "�r I -11 I I ' ' ED '_ DO L I� --- - I - IF 11 . I __ - - I � — I I - I- - '__ &I � - - - - - - , i 1: " , F, 20. �'f �!! - � - - 1� — � " __" � I �"�_ - k_1_1______l__ � ED - - I I t' ��' �: g .4 . , I _­­ I =t4== '��_ =" 1- '�� ��� � w� ,� *-- - � 1. - ' " � , , BOLTS W_ _r' - � , , ; I �'� I I I _. � 2. I I � I q i ,�� � ; � I . 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I --I - : I ,� - - � � . � .1 , I . - Has U LAI '� C_ M� Vem N SAFETY PA14E PANEU 9 LIFE Gen I -JAW ALII�R-J BA R-2 ERN&ILMM WALL MOUNTINGS '"Immous" wALLmgvNjjm0 SCALE 3/6-1- /"'0 /8=', , P� � �.N Zl'��".' "" �0'% FLORIDA BUILDING CODE (Mn High Velocity Hurricons, Zone) — _14W._'*x'CENsp - . NOTES: z .'_ ' . .2m litlem W_ ,.P- E 1* 44167 " s 24 GAGE GALVANIZED SM STORM PANEL I . INSTALLATION ,ARE ONLY VAUD FOR A.SO� DESIGN = . D� *. = !�A �� ; PRESSURE RATINGS (p.s.11 .AND PANEL LEINGTHS AS 1 * . * - :*-- '_ - / - 0/27/2-D P STATE oi�= ER ELEVATION ON SHEET 12. Z .. _-M!_t_______-1'1 GLOBAL PROTECTION PRODUCTS, LLC. DITIL / 111LIECOmc. s * -,-,-.,.-- Im SWI 51 an= 2� FOR NEW WOOD FRAME CONSTRUCTION, WOOD fiLLIt 11:011101 a Em � A. CAW, FL ,HVIT, MEMBERS TO BE SOUTHERN NNE No 2, W/ SPECIFIC 1�1% "'ZORIOE-a I --- '��o `Orr'. ' 2G-175 00`f 9 � " , � '.�P, 'mm. IV aulem-ow ­:' � " - ) I-- Het­'.'� '.. � DRIMB, .t DENSITY OF O55 OR EQUAL, __ . I - , ;�'k _�. - __ ..1 — I- "IFii;", '4H'pm�-"!j1ivv."K"ft "'Oomil AIATE vit"m � �,� I ++--------4-- sum Is " m AMMLN -JE . I � I I - __ - - w- - ___ I - - - __1 I- I �� L-�w,�'W-w�-M-I*.164;g;1;1=;Iqwzf;'I(ut�n��,owne,q:i*-I;Lolzl.�IIZLM�"4m,l!tgi�,.w,�izioi;l�I '.� SIOMMOLOUNKA411,11"i F."IFF] IWWM;w V11-n-mlaW-11 111FACKOM zi —L0 MCI QMN_Wv3w__w1 x I ��__ 1- z (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SREM 4 & 5) �1 (v-I !a Cn 0 C;) "." r_ - MAX- A,S,D, MA)UMUM ANCHORS SPACING FOR MIN ED, PER SO4MLE BELOW * - ______ APPLKABLE " " 10 SECTIONS NAjjMUm MO, A.S.D. MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW - TO mum DCSIGN PRESSURE III . ANT PANEL LENGTH . P DESIGN RESSURE # - & ANY. 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'_'. ­­' ; -W- 5._O� OR LESS __F_ ­;-j�- ­4­j­'� __ _­ -- It, I - - --,i:'- -T ""- --,I--- iT __��_ ,.- 1� - _ � - __ ­ - a' _I� - ­­­ - - _�i"J_­ ---'- '. -11 -'- - - - ,To;-- GM RGjF-'j Zr 1;_606"­ .. - , ---. __ - - 15 - I—- ­ - - ___ i 1;F - � I " I— I .­ � _-1. 8. - T:i;_. ---a;-- - � w _Ti;__1 [ - - - ___ - - ' .... 7 __'� _h__... , '/2. ---f- -7- I I ____ __ I I - A- _(Wli&�j _'T�­T­ z _'�i___11�_'_ I 'ii;� -6,; - -1- - ___ - - - TW_ _"ir � -I-,---- __ 'i� Ir --w-, - � - 1­ I I- ­­ _ii;' - ­11- I _­1 7 " 1 �2�_­ I - 1-;l- _____ 10, _ __ 4 (varrom) .. I r- � I t'il/K 7 ly . ___ ____ - � 'r ___!�r_ ___ is' Ir __ �Ti - -- - - ,I� �.�_ I - ' -_t� li_��2!' - "' - T��­_?It__­'_ - _�.________' - -A. ­___ - L __ - '-fif __' � (BOTTOM) - '_ I _­_­._._. 1,3" IT" 13- 13� Ir I 'y 13* 13' 13' , ? . � 1 , �L' v_?i6_v5'__' 6 ** 5 . '�= 5 T 0 � L1:__ !_Y�7, _I3'_ 7, _�Tji_yi - , __5� - " ___ i �66 _'____ 1-68. -65 _': __ - - � - - - ��Fi 6 I/4- 6 1/4 - - 17� 4� B I/ 17 i vei __'__ __ ___ - - __ - _ - _ Is '/4- _� _10 6 1/4, —3 16 listurt -.) 1 �475. -75 70 . - . Is I/Ilif I/- , '/�' 4 1/'* 6 '14" - I - Is I/4,16 1 /.' __'3; A iSOTT-) _._' I m +75, -75 _ _._jL _il/z' -1 - --- _Lr__L_13' - _:�Li:!q�_ ir to- __ I - 11 _p a — __ I . --74F- V21 6 ' ' — I "Op" ! �'L' - .111-11flie - 13, 5. __i�5_­_L3:_21/� . I/7- I?LLO __ � ii _1 _*__ ± —1/11 . LL12:1112� 17 1/2* - I 'A-W __ IS - I r '00�i _ (BOTTOM IS. If— 7 I-L/2-1, 7 1/2* _L3� 1 I 3" -4--­ !3� i '3 t3 , no 1/2. -- 'r F-"-r--,--i 13- to W 3, - __ To' li'T/ '__'_____' it' a- a. __ o. , a 1/2, 6"TRIvrr RGIT 2 (TOP) 5 1/2. 0, 1 5- __ __ a, --i3i-- _!-L- IY TO 1/2� - ir 9, ____ -i-, 2- 13- � ___ 13, - TS7 2 . 'i' �12 ,a' - — 7 ,/2' 1 ' r. _�2 - __ FI/F _L___B:__ 14 1/2- ___j I' ___ .I 2 (TOP) ______ . __ 7 __j __ 1 Iz' �. ,,t' !10 11r -�3' 110 1/2' -_ 1 1 1/2* 8' 7- 2 (BOTTOM) 13' i3' IS' 9 1/2' Q* 9 1/2' 10 I/ 5 :::::5��: 43- j6 1/2- 2 (SOTTOMl __!j� _ . _ 1�2: 7 __ _-1-0 17;_� — t3. 10 1/2' 11 1/2- a- 1�_ -i I r —p) T`?�o _2�: _' '3- 1 1. _ -----;- T� * _­ -_ 1!3�_ 9 2: ____ - 13* - 9 1/2- _ 10 1/2-11 1/2- _F3___T --r- 4 _iiiw_)__ - - 1/2' - 13* IT 12 1/2 12 1/2-- _- ' 13- - I 6 1/4'16 UW 12 1/2" 6 4/4- _- - - " **** - _E _ 6 1/--rfl - --7- 1 4- - 3 t8OTTOM) .V-6" To - _ - I - --- -_ 12 112"2 I/2- - -I'L 1/,,. _s 114* - 12 1/2' I 6 1/4* --- _____ - I - -_ !_'�" �-­/" :1 --- 3 —(-TMM) >W-S* ,70 _ ___._,___ ___7 1 3- ' � - ----4-,-- 1. I ___ It" 5 i/2' - j I/,-,- —_ _2� 3 1/2 - ___ li.- - a- ___ a. __ 4- ___ - -------- 4 '/2 __�! — - 5 1/2� - - � 6_!,� 2 L/K . - A (TOP) __ A (BOT"012 , _i7 T_�/ - ii�__ -3- 11�2 ___ ___ ,..Tl::��:: a . I - g. I - a- 4 ,/2. ______ a' - i: 7_ I . ____7_" 7' -Ir . 1 r __ A TT�W] — 4 (BOTTOM) e'--Q* _'. __ Ir __Tam _ 7 Vi� -i _1/2� I I "' 3'_.; -1 s, I � � -, ii_ I 1 1/2- 13, !'D - - Ir 110 1/2, - — _____ _ _',3- LO ,�2� __� �'� 13" To v — - - __ I I 1/2- _ Z* , , 'L __7 8 - ti__ _____1J____�___ Ji -1- -I--,- 13, _'_ -- 7- 1 ` --- S (Mo) -,—. 5 "' ) -- j - 'i� -t- i-/2� - I I, I 7- — — SL 13' � _L _41— 1 13- i3- -- _IL _ _.r _ 1 3' 9 YK Ir __ Ir ____ 9' � - �C' �� '�' - ' — - to' 7 Ill - "' _1_ 071/� I _1'�� �11 1E __ /a: _7' ___1____' 3: 1 5� -L __ - I --- !AL-_�1- F� isT )_ -­ � ( 13' __--- 7 RE _1 ,.v I I,S - - I - ::t:'�� �O2 —_J!__IL 13- 10 1/2 'It -_ -_ 112- -_ � - 8' ­ - -_ IS : i �, _�,F - I _Imi*_t__�1_1�� �::_I_-t�Ti RK ..-I-,- - I - ;/;, /2- — L±_ - 7 !/2 5 It2 ____ _: f-2-1 � A 21r _!L_L _ S (TDP) ___ I I - - 5 T�,Wrl /i�-ff 1/4�IG T/�� I - - - - - � 6 I/ A, a I ,j I, , , I - - � 6 1/4' . 11, III 11. 1. I /A - - SEE SHM 11 PON McHm TWE a SPACING To*' INSTALLKmm 'Mo WOOD FRAME BULOWDS a MNWW ANCHUM' SPACINGS AND MARIAW WE DISTANCE ARE WDICATED ON IRS SCHEDULE FOR CD 5", LOSS THAN ONDWAIED ON SONENUU� KNXZ ANWIOR SPATIMl I" "I'll"040 SOACING '" III, KNEDDLE BY THE FOU-O.M I'ACTINIS MR �#A WRATIO. TV K POSSIBLE, REDUCED SPAC" OSORNE) ,jSING FACTOR SKILL W K LESS MAII WWIM SPACING 64DICKFED FDR EAC*t ANCHOR -E ON THIS SCHEDULE !,At-. I/--. Ytl*a 1/41. ANCHOR TyPE � - - - TOWN _1�4�1_ - . FEMALE 0 ___!I"* &4EMMI MUS, . . �� ]AMAO-NNUN .. ___ aLK_ ___ MINIMUM M04M SPACM felt 3 3 -, "7- 2 1/2 . Naeb", Mae '�-_ �(_) __ E:� ,, — ��_ #':: I ____'� IN, ... ft-04 --i--�' ��_ 0� , I I I /2 , � '; AMAAL WX DISTANCE (F-D.) FACTOR I T/r - - - _2 -_ - - - - - - - __ __ - - '___ I ! IP, .a !�?d il - __ � - __ : ' - - - __ - . w - - __ ____'� I I-M - I .. _.- . - ai� I -1 ­­ - __ ____3 '/2' . , I M ONLY VAU ., ..' #1 FOR MAX ASO. rSPACINGS _ DESIGN LOADS & MAX� PANEL LENGTHS WHEN SPAJCER IS_ USED. r :.,-"-!", rVl"_��ii�s­ %�? i ' � '." """"" "' ' : z � 44167 %. . _ I *: * :* I ' . t . __ "O'. I_ STATE 0 U­ _ - ; � 'A" � � . . � " � .' , " �-'�. ;� Oplu ..; 4 . , "r .. . � . _ , �: ... � .... .. � .' TABLE 81 A A-%D. DESIGN LOAD MAXIMUM PANIEL LENGTH 40 PSF OR LESS "-a. > 40 PSFTO 50 PSF I 6*-2' > 50 PSF TO 60 PSF 5,- Hcr j 6 MAX. PANEL LENGTHS ARE ONg VALID FOR INSTALLATIONS Wl SOLID SET ANCHORS & W1 9 SPACER AT 12 1/2- O.C. � .91 02m TILTIM INC 24 GAGE GALVANIZED STEEL STORM PANEL FA 0-tee, m '0'.' \ GLOBAL PROTECTION PRODUCTS, LLC. " /21/2020 LIE C % � ,LNT 5"!mw 5"E, m 33" wL - ;9 * amatwitilma, co- - .. . - - — - 20 q.­_ -.0.).-VI ", )eo-7546' r- I.i.-- - " -175 1_1;_=9_ op'wo �' - - - . 1!L I - I - �m�-'!!"l !�_.�' I!F= I i � . � . "v " , " IN51ALLATI-Ob! QMILS FQR LIFE SAFETY PANEL f _Qt INTO POURE12 QONC-REIE QR CONCRETE BLOCK STRUCTURES I/4'A TAPCON . I VMT94G POURED 1/4-0 TAPCON __ ,g,XISTINC POURED i/4'0 TAPCON ED 1/4-0 TAPC(n __ - , - ,= POURED - M OR ANCHOR 0 9" WC 0WRIETE OR ANCHOR 0 a" 01C. � CONCRETE OR ANCHOR 0 9' Ce : - R= " V. ANCHOR a 9 ox , .�� I ',, CONCRETF BLOCK z,"p" " 11 REQUIRED, I - REGUIRM. � "'11 REGIARM I � �q , - IR , - ' I �" , , I'll ` BLOCK I CONCRETE BLOW. "" I,' 11 '��"'j CONCRETE Bi'm 11 11�� CONCRETE 01 �� � �' -, REQUIRED _'41 i�f__ �'� " �1 � "� � I ' ' "' I , - 11 1�1 ' ' , .. ' 'w' �11�'�� ,� ,,, - , ' , ��' � . �-"" ". "I 1, - I - I _"i -'�f" . ,� �'�'4"-' __(17) 11 �- , I ... 'A I �' �� , _�9 � " - -112) 11, � : C2) 1 ," - ­1 I � 11=� 171, 1 - I , -:, ­_ � ­ 'A ! - ___ I I I --- ­J �8 ­ �� �� ,,,, ". 1/2* j 4/4' i --- ��""'.',� 1/2- V - .", - 1/2' ; '14. V '___ " - 1p- - ,I � . �' - 'N� ;'��f; - 14 � �� 1 �4�"I' 4� 11 x -4 _ 31, LLI;'� ;; 1�1 , " f T,"f � , � %, �� � . � , '.���] , I— _­ 1-1 � " __ " � ��;";­ I ' " r'; r ' * ;,�'T ` I- I '�;K� ED* -�"'.�; , I " i I I �� I I " �--- � �­ w Ii. , , I �� , , ,,, � �'�*�"�. 'Im'�t,, � , ",'., " � �� , � "w, " I � , , � ,,, � - - 1, �' � if 1 4 IT 1 1 ,,,. ^r 111--SEPARRO)OW- a ,;� K'0 TO CLASS. 1 EXISHNq 1: I 1 � -t �A , 1 - :� GIASS -I a K, � =6 I, '� I �' I � ,,"I if I -� i I ==" 0 ; It I ii 1 ( - ,I I : 0 IF' � it I 1 I v M... 11 PANEL " , " � - I a 4 1 0 LENGTH I I V_ , 'A - .If - (SEE ELEVAI)o if ' 11 I * mi., I --i ON SHEET 121 It 1. i - r--SEPARAnDN - IT 4 I I � I 0 TO GLASS. i I � !�' - _ _ �__ 2V - �1' -- it I ft 11 "II -It I , " t I I I I .11" ,',';' � i "" I L/2 -1,11 `��""� � - I I "I ,,':�!:�;' _1'11'�"' I _' '. , '�: , , - If 1p'%�' , � I I ;' � ��j .� ' I- , ;'�"""?,' -1 (i) ' ED.' '�'_ , � : ,I . I � "." i �.J­ ��;�"�"'� ,: I I , : 11 "I", I 110 __ i ILI mAx_ f� PANEL LENGTH I (SEE ELEVATION ­1 I - i ON SqEFT 12) � � � : I ; � ; I - D i � �'�,I',.'?"� __ - v.3 ��;�:�- I ­j "' ' I � �� ,,, �_ ? '�� , I 11'�:"" I 'L­'��'�,'� �' ; loq W �_ - — " . I ��:',��",� I (w I -',�",';� '_� , , I t - I ' � 11 If "'m"' , ' �' -- -- _ J_ 11 - I 3/ L�� __ _A_ '_'_ I I '. , L. w - I, �'4 ' 1. . I 1- I Z " � � - � I , I 4C. - - 4 Z , , - 1/4'0 TAPCIDW'_:�� - _� � � !/a'- TAPCON � ANCHOR 0 9* 0 C. 4NCfiO.R 0 9* OX. LX , tsTING POURED COW-Fln't DR I L'xr.MNC POURED CONCRETE OR 0OWAETE BLOCK REOU'REO. CONCRETE BLOCK REOLAR-0 - -0 ffi�Ls 0 NW&E WALL MOUNTINGS SCME 3/0-1- - - � SEE SR" 14 & 10 FOR ANCHORS ox"m 11w - _Yll*� 11 TIRE 4 tIPAOING FOR WISTALVIONS WO "11.0% - "MURN'S ""M FMMW 14"NUM ANCHOR SPAONGS AND MINI. ___ me" ANCHOR VA04 t.) 3 � I 7;;;---.;;; ��(._'4__ -P,4 —3 ­1 -� -] EGGE CKEIDINCE ARE NDCATED ON THIS ltm SCHOULL FOR La. Las ON SCHEDULE REDUCE ANCHOR � =? — I- I C.-t. ;� AM^ wx wwm iiR�-- FACM 1 IT, MuOu'lYING SPAC11*9 BlIGNIN ON SO 'NEDTAE & THE rpu"mi; FACTOR& FOR `H5 OPERATION TO BE POSOUSLE, I 'p- , I I REDUCED SPACING OBTAINED USNG rACTOP SMALL NOT Be LESS TvAN1 - , - .1 - __ __ __ - - - - ­ I in, __ ­ __ - - "I ";i _1 - � - - MWWM SPACING WDICAITED MR EACH 1 ANCHOR Tl�c ON THIS SCHEDULE 3* I - � "', - - - --- -1 � 1 1 - O - J 1 --- � -.- � I I I- I I I �� ��_ E C * : " T . � � ".. - �� , � �'% . '�' '� I I I .. , -1 11,1:1 1 ( I 1, _�`­ - � , , , 11 11, I - �' ;i , , � , , , - , '� � " � : � (JI 1 C, � 11 ; i 1. 11 . SEPARATION' I f I 0 v--w,,- =:*�"_ TO GLASS. _; � __4G "I I 9 --- -- ,-� -1 z. �--!-p GLASS -1, - --- V, �� , I 6! =0 'I, T I AT a 11 � �__ -1 - w FOR me 0 1 f t I It � � I :i I 0 i a .. I 1 I _L* MAX. I I - 4 I 'L' MAX I I I 11 I :I 1 '� I 4 PANEL - 111 I I 4 LENGTH ' ",1 - - I t' 6- PANE, LENGTH � (SEE ELEVATION _11__T - I I , I i (SEE ELEVATION A __ - ' - - I � ON SHEET 12, IT 1 _ I ! ON SHEET 12) ;�I 11 � I 11;AZIOIN - I 5 TO .1,4ss� I 9 6 _ le I 9 11 f I _ ___ __ _-___,It it a ­-.111 I,,----,- - �'� I� I I I , - ". ,�'," , - �_"'_' ", " ", f, r_� , , 1 , I I I I , , , , 1� ,41;"­'-_�"�11'211 0�_��""?' I ,,, I "�" L", � I, -­ , �. ­­'�'-'��"' , I �� I - V I 0�,'-"""�. 3 1 ( - � � , I , ED.- '��"""'i' ,,, U I 9 - . - I , - '� r � I ��41? ' .. � . , � -1 I I EOf ____1 �__,:'-�i , � i I EGII - � ", I- � t' I � -1 ""' "" 4' . _ A, 1 .S. ' ' ltlir; ED: - - - . I , I _J� - Eo� I --kt Y - 0. q i � - - - . I � , - . . '2 '/� ac . " 1/2 . I. I— ' -11 .- -1- jlA'f TAPCON /4-1 T_APCON ANcH.OR * 9* OC ANCHOR 0 9' 04, OUSTING POURED CONCRETE OR EXISTING POURED CONCRETE GR _-CONORM BLOCK RCOUIRM. I ODN' ,Rl- BLOCK REOLARED SECTION R-2A - 0 RE9jjjLM PANELS 0 MMk&jNEL IWALL MQUUTINgS !"It"t'A.- SCALE 3/8-1, __ -- F-------- INSTALLATION DETAIU EOR LIFE SAFETY - IT) — __'_'__________� INTO WOOD STRUQTURES i I � I ��' �­nl_ — �' �.' ­_­' - 11 r I '� I t� 1. --- � i �!� - ---- I., � I � - - , 11� �F7 '.1 - ;. � , �' *00D HEADER , HEAVE - - - - - I I . , . - --- - I - - -7roUDIRED i :. � REOUTRED � � I I � _j I i � .: - I � I � -1 — -0 TAPCON -- , I_ _ ��'* IAPCO� I 1 -7 , . , �� _V4 T I I - - . L� I � C HOR u 9 G.c �' , 1 7 ! ANCHOR a s* D.C. , i �' �' ,� L i � ­1 11 i 1, � I 1!� � , 1� I F; � __� � 1, I '_ i I - I - (21 II I ,. I � 1 -) 1 I - .'. M, = �_' -.0 M** = f I <iII� � I I � ' � . . - . 1/4. - , I , I - �. ' I I t/4- i . I W I , I ; ___ _ I MAX - - I I � 1 2. � k I e � I � I . I " 2* ,,, � I ; ,", � mil'. . ' ' wi I ` 1 ! ", � . � �:' : I � " I . __ � �i - — - � If I � , � i I - 11 � I I ... � I, Ij i i ' oil � Cl) I I I i '/.1­TTN" - � IT t� . I 1 5 - �� rxIODK Ii I '� � I -4 #� - .1. A:p GLASS I I 11 �� I I I I , I F111-11441 1 _41 1 � 11 7 - , 11 0a FOR ;Nxxt 1 �' , - " I ;� , � I 100.1 OIDI r-n I ' I I a ( I "I' MW 1, kw. It ., � I , 11 -_ '-" � - I 6� PANEL LNGTH IT' - ­ - - - i I I Ill I I PANEL LENGTH III I (sa ELEVATION I 0 I I (SEE ELEVATION 11 '­ 11 I f ON SHEET 12) I - ­­11 N SHEET 12) 1,----..-. � =- � - ",--- - , - o I I I a I T I �il I 11 I I I I I* UK, I I - - - --- I .0 SEPARATION - T' I .. - I I - it- : I i - i I 11 1, w.- - .a GLASS C-1) C1 ) H t­­SEPARATION - 11 I h ft X GLASS i i I L/ I a. � , "� L_ i - � ,.''. ' - I--! §11 - @ . - ____ - i ',' I ED I k"� : la V'lt Ilc I - I � It I ; I : I : I . FT I/r - I __ "?_ 01141" A* - I �� -1, ___ - I '_ E'O � � - �) , t 4' —I, ��_ - - - __ _ ED --' I 1, - - -----A � __ __ i �111 - � _' - . , I- " -� � I � . I I - I I I I , � ' � : __1 , :1 2".4* WO " � -, _ -_ , � I OD -1 � � ' ' ju 2-.4- WOOD - ' I � '' � �_ _� -1- I PLATE I ' " PLATE I � , , i I I REoufREb i ' : I REOUMED � I I - � � " ,�� � PANELMAIE PLUS , � � I ��: 1/4-0 PIANELMATE PLUS 11 . ,�/4'0 1 , - I - �" - I ANCHOR 0 12 1/2' Ot I " I � � ANC>4OR * 12 11r OC. . I � I I I I " � � I I � � I I , I I I I I I 1 I I I I �' j i - �' , - I - 7 " "_ __ ___ _ - � �_ � I 1_1� II I ALIERNhTff 6t ALTERNATIYE R-18w 0 I'I'0111.1714""' 1 ,A ?, N Q1, I. " WALL MQUONGS �', SCALE ,3/8-1* A0;1�1 " -P\ ............ 1 ��.-`,,�r,Eh ., se ..... , I z ! o.44167 '-. s FLORIDA BUILDING CODE (No2.tLh Velocity Hur lcone Zone) 2 : - Nutm, =*t * : = o00,I MTEDD, - 11 - . . z 24 GAGE GALVANIZED STEEL STORM PANEL vRAeN B, A-- : a_ ,.'-. STATE OF ."Qz I I- INSTALLATION ARE ONLY VAUD FOR MM. A.S.O. — - t�.:��'... � 'A; z _TE DESIGN PRESSURE RATINGS (p.sj) AND PANEL ;(" .,"OR � * ;�� - , _L \ D`� AS PER ELEVATION ON SHEET 12, 'I-," I / 11 C 0 lei. , GLOBAL PROTECTION PRODUCTS, LLC. "' LENGTHS ,l,'-4. �t� --- ** r - -_ � A500' S.W. 51 STIMET 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD o � i� 1��P�'_�Z_" "wi.r." X.1"u`Bw".G1%pm..1 CAINE. FL m" M,ETAIXII$ TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4$ I. 010%, i - -"-'-I .— labl)e1la-15. 111�1 ("I'liatia-a-20-175 ... e, ',N*.�­�Cw DENSITY OF 0.55 OR EQUAL. M­ ---.-r-- I - I - .1 — I - M10'.4 - ow? I P E sawslisulluBE/um .ALTNI A. I t � T". NZ�1* . 1 1 L____ . TALT __ gym III or 'A "lum".2-1. I'I'z A I I I . I I ___ — ---------,. ______ (D (D I_4__ C_ U) _Ct3 (1) _1._' -0 > C-I -a " (D L_ CD_ = 0 a) 0_ 0 " -) = im -0 a- . ' C:p :1 Cp 0,13 M _6_� a) U) a) -4-- ..' :10 % = L) =3 -I.-. CU - M '— U) I.A. clw_ a) 70 0 -g C-& C 0 0 — . " -0 (D 9 i� 0 " (5- = 0 3: I .�' w �- r C= 0 U- - , = .r-, .R CU = L;.,- a,- — CU P �z W .* C. 0 w 0 > -" "_= . _ !.b� 0 Cs si �b U) W L_ _f__0 I- 0- Sa .zz .�� C2.. 1E 1 Cn m '�? CU -*--a C)- to C: F_ 1-- (1) < .5 5 -0 .0 o- — 11�111 I 0 t 4 z z w mi Cn i L. W CD J__L) -+—a 4­0 W =3 m > 0 L_ U) CL CL < (1) 0 C: =3 _0 w 0 L_ a- L) a) m L. Cf) m L. co =3 w �E < z z < I _j 12- SHEET NO. SH 1.4. --IF-- 11 I , h �. I . L I � I I A. 1h Ll! - 11:1 11 1.11 : 1­1 I - At - I. - ---.--- -------- _01l I 11 WI/181.8 ANCHORS ­ - I I I - I __ I I - (SEE SECTION EZI & ALYFFINATNE E7VW ON SHEET Is)- __ __ �- - -3- M__ -3, �N­ " W., � " M" - C9 ?tSEE NOTE 2) _111fIll"AR J9 )(sa _' . NOTE 2) jI4xI- S.MLS, I - . �, I -1 I-:: - 0 �CH END- I., --I — , P-, ­ — , . 6'. ,,Lk,.,.UM I l f_r__� OF 7, ft�::� - � I I - . . i : I _3/i - - - - 1 ___=4 i I ­ 0 1 - Fop RIVET, LAST rANCL01 TO BE INSTALLED AT EACH O-ENING SMA,� ALWAYS BE . - ____�'o -1 d i 1 -O 1 --to � , a � - -_ " . I ; 1/2. -I- - .-I-- I. ; � --- - 1 i i i - - 0 BE P,157A�_,EDI FROM INSIDE OF STRUCTURE . � 117 � I �rCIVICED W/ REAP .HANDLE TO FACH-5TATE INSIALLAXiCIN IF 0,FTELNDEr, - � t i - I " _11 � __ I , ; !L?,r -171 11-11 ij? _il -1 I I 1 F i i . -L I L—* [ � i�!` I 1 I * I I i .11" I I I i I I I I ; . i . ; I I I � � I I , I I 1 i i I i � i I � i i I I I � . .!� � ; i � I I I i i i 'a l l Z � , - . 1 ! � I ; , � I I I 1 I i � Z I i ! 1 i I � i 1 I ! I i , , : AT i �R, I I j i i , f . I � j I : I I i i � 1 i L I : I I . � � 1 � , � �� 1 1 NOTES I � ; 1 , 1 11 � � I : : i , I � ; � � I L t ------ , _ .- . __ ___L � I , , - - , Ji ". -L ­ 4 - - � � I � lo A , - _,� -1 ,=-, . - �, - - - - - - , - - _ -1 - I --I 14% I I T f T ------ I - " _T Z I 'I ' ' I � I T - r -- ­1 -­ ' '- T - iL � - - 7 111 -1 I I - 7 1 of ,I, I (1) ErEt&DPA_QF �ERjU_20D E-Z HANG S710rM PANEL 5-STEV i -ANEL) � "ONS15TW, DF PANEL � Cont TRACK� TOP & LIOTTOM � � I iL.V -pt � i iINTERK)P, P,AdqE,) 1 �31i"IrRlOR P C1. I � � (END PANFL` ; MAX , I � iffrIERfOR I - � I I � SEr P � 2. 3, 4 i j � � I � i 5c,� 1 1 1 I I I i I i : I I I I * - H101r.S 7, 3, 4 (I) END PANELS SRAIL�L , I 6, 0, I I � � � WTS��EFL CONNECTED TO 0011-0-1h IffV4K i , 151JI�H I i i i i I 1 i IS 1, . : ; i O"HEROVSE A STOP , BE PROIAOFij M TOP OF �� I , I "I � I I � ! i I i . , , � 1 ! I i I � M,X ! 1 I i � I i i I 1 I I 1 1 1 �� PA14EL LZNGT,� -ANU�r ,;�w1� �� - 7-1- � , I I -, � ,j) I - - - I i I ! J0 I !� ; i - j I I * i � ( 4 ­l/ 40 Ii ,­1 , T 1 1, I - I � 1 ) * � i I IF � 11 I oi If PANIIS, ARE I() TRACK, � � I � I I ,� i � 3,I END CONN17CIEV 6O,'TCIM CONNECTION � . . , � I I -.1 1 1 � I I 1-" - � � � ! r , , ; , i T I t -1 I I I 1, I I SIJAIA CONS�rr 'A 7/4'0-�,O�_)/4` MS I � i "" � 7/P"0,3/32' W,NG � � i , . ' ,W/ I 1 � I 1 I I 1 ! i 1 ; :-, � . � I i ; , I � ! , - �O�,_ , � ll. 1 I BOLTED PP14ELS V4/ 1/� Nut OR 1 4'0v3/4' MIn FH.UMSSCREW NTO TAPPLO 80TIOM I 1 � i ; i � / i 1 , . I � I 1 i ; 1 1 � r S BOLTS W/o 0 DA, CV1RI,AP tw.,K !ON ,! FASTENERS MAY BE AT E11HER OF TWO I I � I I I I I I I SE LOCA -C - � 1 I ! � � - I 1 � i I I I i i I FX`,EROR FIAT FLANGES OF END PANEL. � I 1 I ; I I I I I ! ! I I � ; I i I i � � I 1 1 1 1 SE SECT20PE AS APPL�' ,E1 � , i � i 1 I : I l i ; : 1 ; ! ! ; 5q "i -1 - L L - J_ _,­ --- i--. i 1 - __ , , L � , - 1 � I . . - - I ­ - � - I . � , : I � i . - "I � , , - -.1 f", I - -A, I I L (4) IN C,NSE TH,A�, .� 'n PAl ARE NOT CONNECTED io BOTTOM i 1 � -_ 1 F-I T ­_-F 1 ll I , . A". TRACK I, B A S70P CAP IS ONLY USED A! 70P) AT LEAST I ' I I � i � I I ! , I � 1 -1 � i 1 i I I ! T -! 1 ] ! - � I � ; !IT _� i � j 1 1 1, 1 I 1 _! _�' ` PANELS SHAL� HE CONNECTED TO BOTTOM TFACK. USING S r Wr 7 1 1 -C, I ---t-t- . . INDICATIED ON NOTE (-),-. ABOV, , IN N -Ij - - - - - C) r-t-r-T I . -r-r- ­1 --- r-,--� t1--t-i- T-v J f--r+-1-T, ­l`7P r A T-1-ir T­1' Ili SUCH, CASE. CONNECT,, ,,,- �L_�l �1111_ RANFL5 TO MACK A' PANEL � I EITTIOM MM OCCUR ANY LOCATON �i4� �,:L__ -ii i _j _j - L'i J _J -1 L L -I -I- 1-.L -1-j- ,' I I 1-1 � - 1. .. I - _:��, I I - ------------- !___I ----------- � . . - . . . . � ! - 5, M,1. 1_ SEE NOTE 4 , - 1, .- '- I- 11, SSE SEE " - AUG I.r WINE, . � C7,,IYA[�O, , = _�I; H011E 111j,W_ NOTE - 'n i - - - - - ­ __ __ VICE �ECTON E21 & ALTERNATIVE ITZIW 01 SITE- 18) - ___ - I 8, I +EZI/ EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL �,, il SCAAF� 3/32'-V' ?.68, '(Ma CNOLAP �/�' ", GAP I - . � " " WHY �2LLEI) i /-, - , - I 'I- I 4' - ____ --- - _____ - - - ____ ___ -1 1 - __ - , -7 " \ 7 77"7 7_\ 7 \ /:�, Z E / 1 11,111-- ,7 777_7 / 1/4 ,Z— I MAX. W 11 - _i) 11.7410"', ....... SCALE 31/32-�7" 11 P'...I.� ;,;�`l'N .. ' "' "', .- 4� .� EN -��, FLORIDA BUILDING CODE (Non High Velocity Hu, lean. Zone) _____ __ __ - - � R.vr, INITIM - ly z . . Z * ' 24 GAGE GALVANIZED STEEL STORM PANEL I R, = : o.44167 -, 1 — I - : * ­1*2 -- Z*� — � �� �� - .,21/UrPP = G.. __ _` GLOBAL PROTECTION PRODUC , LLC. - ,, . SIATF 01 � , __ �777�-- / I JECO,. TS - , - , , I L - -, U 4 — - 11 .,�.Ci , Z ;­ ", I""" . D I , .1 �0, - --t 0 f; m, - , , ,`--, - ., A, - — PrRNPM� T, .1. P-L IL 3_'�I,iY� 20 -175 ��, . .� _L , , �� (%�MANP-T�5. ym� , I I __I � 'M A �, . *44_M2 C,lPN .: - ��,_) --;., "I " -1 I;6. - I. . I �.`All_ 11 - — , oell�l A� CA ,= - - - -.1 — I - I-. I — I - — " l " ji S � H, I f -1- M I I V',*10k.A,41E�BAn, I W�Tt I Z., " -, " 1111""" FLIAn' , ,�� —_ ____ —_ _l I ENGINEE14ING . 1. ot - ENr3INE:E:RINi3 EXPRESSO PRODUCT EVALUATION REPORT September 15,2020 Application Nunaber: l7$%1 - R2 EX Project Number, 2041543 Prol Manufacturer All Atnencan Shutters and Glass Manufacturer Address 154013onna Road Mst Palm Beach, FIL 33409 Product Name& Oftsurnpluon 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: 7his Product Evaluation Report is being issued in accordance with thie requirements, at the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter QJG20_3 U05. FAC , for statewide acceptance per Method l(d) The product noted above has been tested andlor evaluated as summanized herein to show compliance with the Florida Building Code Seventh Edition (2020) anti is, for the purpose Hnblrfded� at least aqulvalerd to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions, Substantiating Data: - PIR(DIDILIC,TEYALUATION DOCUMENTS EX drawing #20-31643 filled -24ge Galvanized Steel Storm Ponals (HVHZ & Non-WHZ)', sheets 1-5. prepared by Engineering Express. signed & sealed by Frank Bennardo. P.E. is an integral part Ofthis Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 feel standards per test report(%) #BT-ASG-`17-0O1 by Stackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards pet test reporl(s) #BT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERANG CALCULATIONS Shuctural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design crltena� 1, Maximum Allowable Spans 2 Minimum Allowable Spans 3 Optimum Glass Separation 4 Anchor Sparving 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 ( 954) 354-0660 1 (866) 396-9999 TEAM 4 ENG INIE ERANG EXPRIFSS� CON ENGINEEAINGEXPRESS.Com , -, % -1 11 �, _��-.!,: I A ", . � ,. - 11 11, . . " ­.­_ �­­. 1 r-A I 1— .I- I - I " Z, i. :.; __ , � 1: . 0 1 - - . .. z 1. I ! X - " - ­­� " 'T_ i,il �,� - %, ; 1 1 I � I � - 11,1 '-IT CM �­ _11.-Ti, 8": R - � I I , , : , �, 11 I H � a � � ' 1_L_ .", ; 1. � I C', 10 � :� � __ " � - � ,�, 9 � � . I ­'�T_l­ 1 4�11 11 - �... 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'-,N'� "I I -1- .­� ­_­ 11�111 I _1 11 I V­ P411 ­­ I -I- 1ROWY1111W.-I .1111.1 I.:, ''. — "t ENGINEERING-' Pave 2 of Z .ALI American Shuttvirs and Glass - 24,es Galvanized Steel Storm Panels No 33% increase in allowable 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 facilities Impact . Resistance: Large Impact Resistance has been demonstrated as Evidenced In previously listed test reporl(s). and IS accounted for in the engineering design of this product, Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (1,a, enigyroarfing drowing). Installation THE product shall be installed in strict compliance with its respective Product Evaluation Document (i e engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product s respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use. Use of (tits product shall be in strict accordance with the respective Product Evaluation Document (i e "fineering drawing) as noted herein All supporting host structures shall be desigoed to reenst off superimposed loads and shall be of a material listed In this product's respective anchor schadole, Host Structure conditions which are not accounted for in this product's respective anchor Schedule shall be designed for on a site -specific basis by a registered professional engineer. Ail components which are permanently Installed shot; be protected against corrosion. contamination. and other such damage at all times. This product has been designed for use within and Outside the High Velocity Hurricane Zone (HVHZ). Respee-lifullN, _ , ,_ �,�, �,�_ .. Z ,,_ _.;__1___`r -I , -,—i-- t ��Z4�____i_____ , A, - , , 7--41.- 111�, -4, �e S1, I. Frank Bermardo, PE ENGINEERING E.YPRESe 4PE0046549 I Ceti Auth 1)895 160 SW 12"l AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM ip ENGINvE RING EXPRESS. CC M ENGiNieorNGE?,,PFEss.com - - - L_� �p ...... "­ , -1,111- 1­1�­-X'­�-�'..� I,­,-111_ -1 � � � I . "'. ,,-.X,,,: - : 11 -Ill -1-1 � l:1 ­11.111 I.-L.", I-Or"14 -'= --- �_ �, I , F�� i' , lip, I I 1 4 1, I I I I I I J__' / /-,J-I/ r -,:,�. - - 11 � ­` 1////`/`//,.rVy1�'7// i � , ,_ L - � - ­ ­ - I . -11 - I-' -11 IL 11 11 . . __7___ .. - , . - - 1.._�,L__1­, J 11�1 ,_ ­y, . , — � �., LL . � , "11P, 1'�o ; A � e Pu., F_ �:�� - � ril-11M, - I - '­­ - ... 1,11".1! . __ k 1�­­­ - - �"l " �Crl��L'.'­ � - _� ,,� ­­1__ U 1. - "�,,r " EI'_L 7 �­ ,� �,­ T.!', _� I _EKj , , F ,�;�, -li � (11 I . ­ __' ,._�,., ___. , el .) ,:n" -,_ ­ ­_11 . 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'-�,� REQUIRED I :H SCREW 064' FROM ,, � " . I � - EDGE OF (64* � � . , :� I EDGE OF 1 t� ,11 I �1 I 1 I - - i 11 11 � I - � I ! ''. � I . I t .. , I I AS , r, , ; �� I , I - � - - . 1, I � . -) , `�_" � , , I . � �jo , I � - ­1 I (C I ".f-' , . I 1, . �� I fi, , 'r I - , r - � I . , 4 �, `� I E-01 i ­_ - I , I � �� I �� V, I. f " I ��; �, ,a � [a, Ir' �� 't - " �.,­ I 11 , � , j, ___ � . ­n_.k___. L- � - -------,- --I �-_ ------- - - - ___ ,-- " 1, � � I I ,,, I 1, 1 1/2" , - r, 1, ,L�l � I -_ ­ 11 - - - 1-�� I L , I � � I/1*._"UV* I, -1 I '/'^_"M" 0 _ - _ I ­1 t - I I � os-% n,,p..*,9 x '0 � 1/2' I , /1'. Ar . . 11 I � 01 Ma PANT' 11 I � I ' I , N , I 1 ! A � . � 4 � II-S-11AIMeN I I I * MIT, , I � EXISTING I� 30 CLASS I � L 111501, M -SCRARATION � - _-V 0*0 I . GLASS7 -1 WNUM POP � V II 10 GLASS, 1 'UMUNIUM POP I ,Lxiq,# . , 01 .u. 11 - (10 FRVET it i I I " I 1� ­___ r M_ - --- � � � 1­�=­v­-- R' - ­_ 1-4- ------ 2-- ­­ -- =4 � 51 , __ r__­ - I K-O' a I-, I I -1. ' vp 1 MAX ,^,g ___ _ S ___ _, _t It _ il I - "=104 -, _� , , PANEL LENGTH * ... Ill - I PANEL UFNGTH * a , - I " I XT GA 0 T I " , 17 - J. I— -- - �-�, , 1 .---- -_ � � " _� T I A ---- --ir -­ t 11 - , 11 C1 ) 1, VAN. _1 - - -I-- _1 . I It I' MaT, ; - 1/.,0-20.2' , R­-SEPAPAT10- - I � THUMBSCREW -Box rr=l i 01 Box 0 TO MASS, : OF . L . I I 11 I 1 t, , .1/4'0-20.2' OF -L- I 0 1 I , _ THUMBSCREW i .", "I"u -1 I'll It I --- ,". �_ , ! ­f-,�, , I �­ , � " 1 , �� - � ­,-�',�', �', , �,, -, -.-, - � "'. �, � � �� �� - - �� I -- � I " , " , ` I 1 , , : " " " I �,�, ., Ir-, � . -Ir � . � . � . � . � � . � . � . , . ; � i I 1. 1. : , - � :�_ - ­_ ­­--l-, , � ,�,�ke'l _L] - - , - ! � 11 I , rl___j :,Ir , - `�' I - - Ep� ­�,�'�­',�­ I " L' I ', I - _,�_, , , , i , �, ECL . _ __1 _ � �4�, " ,,, , - ���t 2 ­-�, I � 1-,Z, - . I ., - __ r "I j �_ , J'�j� I- I I - , -) - j I I � �, ­_ (T :: � A ED I ,� - � -- , i I � .� - I ,11 1 5'' -, 4 � I � , , � 1- I I,— � ".. 1, I � : , 1-1 ! CTI � � : .1 I , 1 � 1,,4'0 TOPCON ANCHOR -_ * , ,'I , - I I I I , , , I , 6 12* O 1, � � �, % � � I ��, . � �, , � , 1 1/4-. TAPOON -, ?":,_ EXISTING POURED I I I � �_ , , I " rw WOOD 7 . �, . _�__ - � , ANCHOR * ,,, al - - - - - - - - I - " OLATE I I'll, ' CONCRETE OR f .. . - 1, __ __ 1 . � I REQUIRED , - , ­M BLOCK _j . CONCARE � "I ­­.. . I il A"Ou"Do WALL MQUNTING I SEMON EZI SCALE 3/8� 1 - SCALE 3/8= 1 - V� ...... 1.74,41"', I jk A., It . ­ .� - .. .. � , , � i*,, 'N , ... , FLORIDA BUILDING CODE (Non High Velocity Hurricore Zone) 4 - ft= � Z - , � = 11 O� 441 I ' =_ . Tri.11-Dar - 24 GAGE GALVANIZED STEEL STORM PANEL .R� BT - 1 � INSTALLAPION ARE ONLY VALID FOR MO. ALSO. DESIGN = ,I * : = - - S -., STATE 0 I , I - , -� '�\ GLOBALPROTECT *,/W/- PRESSURE RATING +/- 40.0 p,s.1 AND V-O' XW I ­ � 11LIECO [ON PRODIJCTS, Lm i: , - __­ — PANEL LENGTH. S 1, i- - - Int 11 . - . / 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1.",LORO .� lcle_� TI-I 14r--. ANR_ _.` � S., P, �., ... 4 RA`B, `L 310"I � .. I - — ..MA I, - , ­� , ! _)­RUN­fW­t1I Il`­t: (9�)W-1�1 r. <W�W-r,w 20-175 MEMBERS TO BE SOUIPIERN PINE NO 2, W/ SPECIFIC I'll . . . . . . , . DENSITY OF 0,55 OR EOUAL� i - I .1 - I — I - 0%MMMs . I 1VORAT'RCIZAT' I j "NuMull =1_19 �� I -------- �o# I TIUr 11-1 A. I , .. __. I I I- I 11 I - M_0MRA - d .117 .- 10.9 1 1 � :: , �� � � I ='R _­R 6;� �% ALL AMERICAN SHUT-FERS AND G LASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � ;R VVfDT11 UNLIMITED _(A�RP To PANELSPAN)— fop MOUNT (CONN, T P. - , TYPE As REQ.D) SECTIONS I OPTIONAL4`20,"TtH /- BOLT$ WITH WASHERZD W.NGNUTS, FASTENED 0 T_ , I �, OVERLA @M]DSPAN(USt- ��j - � . � � A',-PIATE SPAN T ABLE) -- . " � � / � " .0 PI-ANVIEW X i mg- --------- '� .1 �j - 0 r I , -.-- V , I �g M�p .. 15611 . .1 I, � 51, I - I � - - -;I'- r � I I - ..... - AU I � -2 , BOT704 M � I _", :4 , - � , L - 1, (rC)NNTY` " , REQ'D) , "I I " / __T, I ,,,, , Q, , , ,+ - .3 - " BE AT 2�1 , � , B"' I'm II'l TYPICAL VERTICAL MOUNT ELEVATION ll,� NIS ELEVATION TOP MOUNT �Ca N-HP I.Max AE REQ` D�� (S��N ABOVE I _ " � I, I BOTTOM I ___ 1. .UCTION - I -MOUNT _I�s I 8 < = 3tT � �� C H CCONN TYPE AS REQ'D) � Ol . --A -�-OB�_­­,Rijcilcm � �--<D6 E I ., � , - (LGCATIQN MAY VARY) �r, idMA, IT` _ TO, MOU 'r .2 � � I 1 1 N L 'CONN T ... AL, ", O, I iff I I .... EXDTIT�M MOUNT (CONN-/ UTPI. (SPAN oELOvj IFIFIE AS REq'D) � OBSTRUCTION) `AN,L5 MAY BE NOTCHED AS REWIRE , NAL YI'-20 RMCH BOLTS WITH WASHERIED FROVII)EU THAI CONNECTIONS AND H AMC OR& ARE USED WHICH SATISFY � WINGINUTS FASTENED@ SPANS ANOVEN, BFLOWCrEIS7RUCTJOK OVERLAPS 0 M10SPAN OISE APPROPRIATE SPAN T404 VERTICAL MOUNT ELEVATION 4Z (NOTCHED PANELS) \,J�/ NIT'S _ EUE4ATICiN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 CRUISE PANELS -------- MINIMUM SIORNI PANfi SIPAJUPTION 9RUNI GJA,-', (HVIft, WIND MAL 4 & F55ENTIA! FACNrV,) ­ ­ __ -1 � -AXIIIALUM I � __ , i DES"M ' AuOWARLI INSIAIIATIONiLESS iNSTAUATIONSVDICATIN � PRESSUR, SPANIu-0 F IANh'A6OVlGRAOE 1HAN-10'AbOVEGRAUt 1 �,,5( I , T_____ ___ i- �i ED ",_12ob'n. ------- __ __ - '--- _______jr_iR ____ __ 606in­ ____ __. ____ __ � _;1_45^_ � P�t, -, � ... ____ 6,q� io 2"L 5�il, Z I - - - ! I/ 4iG �, -itto , _ 130D o � _ " , - � _ _ ____ & 06 RL 2.16 I� ., __ - __ . _ __ � - - li . 45 - i� _ L 300 _ ,,, _ _ __ _ ___ _____ ,-- TIAIN_ 6.06., ! V-54 �� LAUD l,l � 606 ... _16U, , � __ �1 Ss i I -11.1, 1,16 6',, ­­1 I - 6CA, - , _.. _. I �5 Ili - � I ­­­ rI I— � - � - 11 I f-1 ,�hc ­ Sri 2 ,� 6 0 o? .1 �1'. ­ __ _ f .L�5 � - -L - 5`9 8 N� - __ _____ � _ -- ---- _ __ ___ __ 6 I I I. � llji. I— - ; 'i io �, - ICA-I,- .. _. ­6-J2 ­I� �,Rfr ITT :tPAN t,Lt1tL)ULt NU I t-'): 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESISN LOAD S PANEL FASTENS SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDIA, E IS ACCEPTABLE FOR USE V141TIl POSITIVE LOADS LESS THAN OR EQUAL TO DESIC NEGATIVE 'N LOADS, 2. 'PANEL FASTIHNERS'ARE STUD$ USED IN CONJUNCTION WITH ALI. MOUNTING EXTRUSIONS I'l-TRACk. STUDDIED ANGLE, CTC.� USE 15.�5' O.C, PANEL FASTENER SPACING TABLE VALUES FOR ALI IHI, AND 'kr-HEADS5 (INCLUDING BUItO OUT CONDITIONS), ,2L ONEAP INTERPOLATION BETWEEN LOADS IS ACCEPTABLE OTHERWISE USE NEXT HIG44ER LCAD- _ I GLASS SEPARATION NOTES: I ENTER EPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO oETIEFINmE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH PO-TTIVE LOADS ONLY I HTIERITCLATTON BETWEEN IOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD � T � FOR INSTALLAI IONS OUTSIDE OF THE HVITZ AND oursintE oF.--sExTIAL. F�LILTTFIFES IN ASTM W114D ZONES I THROUGH 3, THE GLASS il-'P-ARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM -JI PROTECTED OPENING IS REQUIRED._ '19", '-" morm.;�PE - P Dl, lbil, " � _.. -- , 1,3".4 MAXIMUM ALLOWABLE _i-_.","-­ Digi... - ... ­ - A—i'T — - k 'il-'-'I��_-��r r,�"" t ,, , DESIGN PRESSURES: ��11 I', ­C!�--� . _- � .�--::�­7 - � 6:51 �,(IOT v��= 41 FZ— 5 NOTED IN DESIG I SCHEDULES DESIGN NOTES' I �, " 'j '_ ,c, I P051TIVE AND NE DESIGN PRESSURES.C,ALCULATED _ . l, I RA � .. FO �GATWE R USE WITH T IS SISTEM SHALL BE DETS!, ED PeR ', i7,j ilt: '" P ICCORDANCEE A(ITFIN S�PARATE ENGIINTIETERING IN,� THE 10 I NO �'NlDfd&TE514 IfA�ECMEETAWD yl�ll ` P�,i� a., I ­j I ,191�_ i .� ,.�,IER%n 4 RD4Q1 � H CHAPTER IS. OF THE Ul1DiMfG CODE SHALL K LESS THAN ;, , t '. -F 5, i � � �! I I ,,,,, ,&R 0A, 9 KAT VE DESIGN ,,ALT,Wr - -,� , q- PRESSURE CCPAGITI VALUHETEC`�`fsVED HEREIN FOR ANY ASSEMBLY AS SHOWN, 4,I , � , I - K i 1 1-4 RJI � 11 I GENERAL 140TES: _1� , � ; , Mr, 11 - � �F . THIS tPIECIFICXTION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN 1CCOXANCEWr EFIQUI�I�EMIITS OF THE FLORIDA BUILDING CODE I ,, w I . r, FEV C. To EINSIDEANDOUTSIDF0FTRFHVHZ, PER E ED N(P TASiMI, 201 AND 103 TEST PROTOCOM CONTRACTOR SHALL INVESTIGATE , �o a 2 140 13-104, INCRE AGE IN ALLOWABLE 6 MESS HAS BEEN USED I N THE : D ESIGN 0 F THIS SYSTEM, 3, THeARCMITIEKTIENGINEER OF RECORD MR THE PRO)ECT SUPERST"CrUREVITH WHICH THIS DESIGNIS USED SHALL BE ReSPCtISIDLE _� 0 - FDA THE INTEGRITY 13F ALL SUPPORTING SURFACE'S TO THIS DESIGN WHICH 0 .; 511ALLSECOORIGNATED SYTHEPERMITTINGCONTRACTOR, 1 111"111 X-.1.-ff4EALE. B..0111RCI-H-BE 111E. I. !i � "'DER TO Dev, , TP G , N uARen , ,� HEREIN. CONLTACTTH, G E�IGINEF�'F'C�'RL'�'L'r'EVR�'I'�TOZ'SP'A'I'I CSALTHIACTIONSAS 8 � �� MAYBE R UIAIED. S �E% FM OFATILCOMME174 MUENERICAND 1304SNOTP POV'O' ' ? 'L � W., VJMRNAT�Ori FOP ASPe.R.SIT . MR SITE CONDITIONS DIFFERENT FROM NDMONSDETAILeDHERES LICENSED UNGRESOR �_ . Z , 'A' � 8 ,A REGISTERED ATHRCEHCICIECTSHAL4PROARE�TESHRECIPICD�UMEN� ORUSEIN r . r- I .. i t '01AUUNCTIUM VIM 71115DOCAMENT 6 GE%IGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED . ::I O g I = I 5 C I ?4=111RIES111111111111YA1.1 AFITIFACIUR. " ALLPASTEFER" � To. y ,_ IF GRADES UNIL NOTED �% OR GREATER �� US ul '. j � , 6 E� - �e CITHEY.Vinit. FA2IZI�Ktfer 5MALL HE CADMIU�ML­P TED OR OrHER,,VXb Oe"'OsION M11v1IT ` 5' C,FICAnONS L.W H _.Z ,- - . 9 ,;�IIALANDSHA kTtA,&7U1 FOR AULAIROME'ST RA I SE I ALUIDNUM ASSOCIATION, 5 t .? � INIC, &ANYAPPLICABLE PEDERAL'rTN'T1,`A%`O1CR LOCAL CODES, - E. - I BE '�l 'I AU -STORM PANELS SHALL EER;�M4"A T L Pit' =RM SHALL ASTM -�LJCTURALIUALCTY ;2 V PA NELS ICON 10 A STEEL, GS. e C A Nc WITH A MINIMUM KG � 11 UJI I 7:4M8j1 Ll 10, ALLAUJ= 40TRV21`0115 SHALL BE 61363-T6 N UM ALLOY. UNLES5 NOTED OTHERWISE. X < 11- TOR & SDTTOVI D _S�MOYM MAY BE UNTEIRCHANGEDAS PICM CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR --i 'OKIZO " `� Cjk�ARLNTEA.S 'APPLIONBOLEiz. H EREIN .H A I . E EM REDNIM TO < . I NON-MCKED CONCRETE ONLY. INSTALL ALL CONCINEITE ANCHORS PER MAN UFACTURER'S RECOM MENDATION$, 1 1 THE CONTRACTOR 15 RESPONSIBLETO INSULATE OR PACTECTALL 1 - i 00 - MEMBERS FROM DISSIMILARMATERIAL-r TO PREVENT EUEC7kC`L*�sIS1 1,L ENGINEER EAL AFFIXED HERETO VALIDATES STRUM HAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. aL In - IN ) MNIPTIFF&SAVYS MARMUS57MS ENGINEER, FOR ALLCOST& DAI-MBEE INCLUDING LEGAL HEIG & APPELLATE FEES RESULTING FROM MATERIAL 0 -,I MIGN, I, CONRTRUCTION PRAL110ES BEYOND THAT FABRICATION, SY%E� 10 , -"! SERE �VMICM IS _LED rLCICA1,STATE,­cERAi_Co-"` no" DEVIUATIONS FINESPLAN. 11 ,S. "'C"PTASEXPRESSLV PROVIDED HEREIN, NOADDMo`AL CEPTIFICATIONS OR AlEIN7ENDED, - - ji ' XF132MATION' IlL ACT —NS� AD TIORSCROTMERIARKIN—THISO—ENT ja I Ili ARE NOT LTTVb AN D IMIYAUICIATE THIS CTRTIFICATION � PANFER I�LLI�� ME ._.�t _, ��qVT��y�B�l;��,,��Zq,�_rl��Itl�,�.�F �I) LABEL W.U. ff" Intel I .I VISIT 0 a] .--- tal F� Sl ,_._ I �, �..,.-j�,"-,,,"�"7,1.",�;."�I ," I ­11. I I I 11 ___ . - SH A5 . ,nR'T0�_-N"""----" MINIMUM ALLOWABLE SPAN SCHEDULE '""'­� I (�� �L' ­"�'­�­­­�'"� TOP MOUNT i- I I I � S 4 iI 2 - I IRS � 1 X! P 2 . F � -� 2 . b IS 2 4 ' " I � I t , V L - I A f P Z a Z 9 Al E - 9 I j � - 111N " � ? ,I I , � M �s -1 P 'IV H. --6- - -7- ­17 Wild-I'Ll' H..d., W O' ly 23' ir- 25' Z�l 21r O' 24' 2 3r7 26" !Z 2),5 s IF HAA&r 0, a, a� 2�r 2� 2!r 27 2T T 2,r 2�37 28' M 7v le 23' 23" 2IV I V 3T SY' It' W30' 5� Wr - 3 , 0 ,,�_ M Z411 241 24� 3W Ar ST W1 4W 241L 4F -_ 3T -_ STI - 2 25- 25- 31' W, W 75, SIT 11, 56 2 a _=,.,A 22. zr _� 72. Ill 29" 3T "I 2T 22 1 �S` III 3v Dred M.-I 2,V 2,r', ?F AT I �,r 3T ST, � 'u, H-0. I O' rr� 2, Z ; �� :4 : = I - t , -1p 2T W DO 21 21E ,� 23K __ , �, _ I � .� So, . , - W "I 48" 3T sw, n� , 23. 2T 11. I ,p, I ',r 7 �j I* 30' I Ill 331, '(r I,s,k ; a. I W 3"� I ST 1 33' W I'��6t�llcl-;e".""O""�.10�Ill""14"�71,�lt"�'lli.;71�C.",�:i- 1-�-Irw";",�L-114,811.1�lt,�,�,,�,�Ttl�"I'I .C�__ Z No IIEP~1�1 ,ROM �Lldl, I, .equI.t. l,Ik. A,4a*_� M, �.C.Tlx - T�4? WrID, �. 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F`A�� &EMSLIS`I� i� �' ,- ,,�,� I '! j � � il ti I �� .� -- \ � IN! a IN ., s, � �1� _1O I T 1 -1.5 �_ _� I LE 2.380" MAX 0. a 1011 , R� jqql�, 9 - M -� - 3:6m; N 00-111"111,�,-k1j�-f.kS. ,,,,�;� L COVE I- A DIni�.. ,n;� �g-,�, ", D 7" ' In B' g r 11z W I � f.05[)�' . 8. b � �_Fl: , , , " , � - —14.1375� PANEL LEN I ; � =f"F`F­T LES a 'a T ,,Z4 fPrq t� � 02L� r4 7TT - - ODUSCM.h 11 �51Y' C.'. _ , I I ­1 DES" . 0.3a5" (A AL_0,090'� T_��_OoqO` �s IMF 6,pl., Do - . R,L0 �P TYP�' h 1.,,Oa�n -t- 0,957" � o _OUT IT, IRA Cill = 11ti 11 - , , 7DX_TA"_ &TLM� EMM I �=rl 01 11!2111.0�Lh% � � .0j13. ,, . � OS7 0 1 " . I G Z:. I�EE� . - 1� 111,11II; 11 I o ;4. 111ITI L� Z I , .,.,- ,--,,,I, 4 /--"v�,,'�' �. .1 I I * �._" , � -P . I LEG A a .J � � ff" 1. � ,.q7,—­- - Bil !Q - � 0 � EVER- � -, - -.1 1-0 �,,, MAI - � ­` -sL'i:L'1! , I ,e j , , 1-2, ,­­,- , , . Y - t I ,­ �, - __ NICE -TICK 1EXTENGEW � a g I if I T , "Mill -11, - = I I., ,D0 I. CIS- A' t GIUICP 8 Ro , ;1 I P, L 1.00 11 , I . � j � I " , -i­ ­:­, ""w'-II V I - , , � -Tel - - ,il, OVERLAP 1, � 2S` MAY, - -'I �i � i - t 2 MAX - A CDRNERCt_0_-URE DETAIL 1 _/�\ � � . I I U 4 i C.189,1_1��- .­,M; ;,l,,- 1251, MAII � - MAX, 1�11­1111­ 11 11 C4 .,,I � , PI I il, I?- '�F' ""' 'L�4,,­-' 1�. I �,",'�' I' I ILI � , �­­ jl� BUtUD-GUT ,V,"­'=�, ,__ 11-111, - 1 2 1 DISTANCE = .��, _ T,; 0� M: I '1.1'_ "�' "' � " ___ I , , � < � A,, .t I'll, .- , - , "'. 1.101 I -1 �10 _j _ . IT - , _ ,�,r I- LODDI _j - _ -1-1. , _`­r­­1l­1T - " I­li�l 11 ,�,­ .� ­­L',,.,I,-,�� -'-'-A'._, - - . EMBED . . I I I - I t__, . ­­ _H_ " ,, ,­,­1,­­_1,_,­ -1- '. I - I I - , I mll­l ,,­-..� ­_ , �Ia­­_.,� ­'4 , -_­ - - � , - I I - LOW -rl ,,,:, , � ­.­­ -, ­ 1-4.11 1 1 1 - I 115 I I Iii I I A- - , . OVERLAP :,.­­.,.. �.R�� -I 4��' hml I I - -111, . ­­ .25" MAN E �,Llsl_" "I'll, `1111111 I'll - MIN - I ,"', ,.I, . 11 - """" "I' __ I r -, ., I Ii 9 I I is I , , . . . - - I .SOO" Lf'�:�11`.­,�Ili "�"­�' '­` I #I - -, � I 11 1.111AX MIN ­>�­IIIIJII, �I, I I ­11-1 � - VORMnOLOSIATU'DETKI FjflEEED ,',7­­-1­­: ,_'111. -.1,11111 I I IV 11 = - 6­11 I'll W-I.-.1:1. 11-1-1, L ;l i�L.'11 �11111 , - ,,, - - - 11,14L , -, �,.:, �,I­r,'. = ... I.I ',­­,T­ I IHPHDUNTCWSUREDENuL - ­1,1_1, il I ,-I UT, 11: . - ji! .01'. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS PANEL FASTENERS @ I? S' 0 C �,., I .1-I'll- 1 ,1%­�MMW121�1�"""""""`�� �� mmmolmimm PiN M In ffiffifflMEHIMMMENE immmmmimmm��m �M!11711151111111!1117111 FMKTMMBEMMNMNMN�WMMNR= 195111111M am � 1111112111 Mo 1111111�111111111� EM M ����Mgmlmmm MINI MWIMIMMISIMMMIEMIM M­ 111111111EIIiII1111111111 M-MIM El M ME �__EME FM m-mmimmommam—imm—an I ... � . . M -0 ffiffiEffiffiffimmHE M MM I MM ___________ �..'��.1c�p,,�, I ���Illlllllllllll ��� � - '�/ � ,- W01111i"', , / iN / � /e I ,a EWIIlrlo,rlll�IYVIIIIIIVZ�l,lll,Vlllllf,Ylllll"lIrflolv�1,Pll"lI ll;yllllrllllrlllllliirllllllllwlfl"vllllIIZIOI,Ile�-,�l��VIOI,IIIIZII.Il�IrlZlI mr/m/ , " �!,/7/////. "// lurs., EEF/////�IIMW//�/0 . I � ; � ; , , , , , / 11 F "/, ,11,;,,11A1 N 7// 11, 'T m, " / / ,/ "NEW01/1 , // ,/, , /J g ME"I an 0100 MM �//////1_11111111�11111111 , 1 VIIII14 sm " , - , W/0M, M M vffl%'V,��M 111111=11111111 I I W; ON V///// �owf-f"lllvll�l,�l�MMFII,�111,WII;IAI�EwIrlIl�%VIIIOI'I ffimm lflfflfflmmm�m �Km M ownum9mummm9m���m M diffim MMEMEAKEIIIII � 0 anmmlm��� MMEEN!MM llllmz�ffl � Mo M111EIE1111IM111011ill mw� �uo��� N� N NEW. "I.W.'I'm - -. � ANCINOR I R(E=)RAE _ . . Cj C1 CON" ryP - - .4 - CONN TYPE - - C'I - Lill" -I EMBM 33 1 A'. 11 u-11 . OA�tIi,fit. 48 BZ - 12.5" MO" I5.0"110,1)'� I�S- 16.0'-116.0'� 73- 125-� 16.0" 16.0" ILI" ­E1, 1B a" �t.& . ... -Y. "5 ." 15"" - �" ` Y' ­.. ` B.' E ..' 17.5' JIJ40' 16.0" 7�5' 12.S' 16.0" 14,7" 6.B' 12,5" 16.0" 14.7' 6.0" - ." O, 5" 16,U, ..." Mo' 14,7" G ." 6.0" 1,W1 IZ-Y' IS.,. LBO' 1,t"', .o" i41" 5.0" �. S, 17,5" ­,. ,4 ", S.E., 15-0" 14 7" 8,0" I -IT. L ilV` CMBCl 83 WOOD SCREW 41 46 �l M 1, 1 III " ; '111 "I lVi 72 12,5' MO' i6,0" 10,J" 12.5' 16.0' Oi.:L" ;.0' 12. T 16.D" 10s' 5.2" E2.5' 16,CV' i4.1� irl" 12.9' 16�0" 93" 5.6' 12. S' 16.D" 9.7" 5,61' 12-5, I, L2,5., 1610" 1LO " a III 11.11' 16.,Y, B.6., 1a,5., 1Z,11 LZ 5, ±S a ,: 15'a 1.60" B"'� 5, B I 1,:�', R.6" Sf� 11 ,_,5`1 , 5l, - 12, 9' Lis, , 9.E, 516' 'D ll B,1 '.. a , , 1 6.6- q,6" 5, 6 " V4l'�I-Ifem.CD 55 TAP OME -­ 41 4G * -WAWMNAP BE 7. ME" ICU' 16.9" ia.511 1601. IT 15;1 12151l M10" Ic".2 . . . . . - �215' 16oll 1,13 " ia, 5" L�L 5.y �WIA 1Z511 161a, l %Z 51. MV, 1114, 12 51' 61 L. 11 "' 9 IN � 1.215, L 2�!Bl i6. 6, " S.; i", 9III, .., �1.51 � § �6,11 N 5�11� !12 54" 5.V' --i N-Ti6ill, .s., 12S� �_.I_ iii.a., lll.v, __ - HBO 27 � " ' ' F!7 1""I"I"81'I"ll" . �1-1 111111 11 * *0 S. ,I - L�, 5" TEOW, rlw� �— 12.51' LS�L �,S' �54o' To" - L­' ­1,5" 4 ." ­- ..2T' 11, 17' 11,1" IS' 15,11" 113' 4, " 4.0' �21­ 12,1" - I "I" -E �.- TZ �- 0 4 -' 121.1 I� �-' ­�� 4.' ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CEERTIFIED HEREIN, RUTONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AMU PRESSVRLS INDICATED IN SPAN SCHEDULE SHALL APPLY. Z ENTER ANCHOR SCHEDULE BASED ON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE MATE IAL, N ANCHOR T�PE SE3_EC7 DE51GN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATS. THAN OR EQUAL TO SH UTTER SPAN.S ELECT CONNEILMON TYPE BASED ON APPROPRIATE MOUNTING COND17ION (SEE MOUNTING DETAIL.S ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3 1 "PANEL FASTENHERS"ARE STUDS USED IN CONJUNCTION VITTH ALL MUNTING EXTRUSIONS ("F`TRACK,S7UDDED ANGLE, BTC) USFE-25"CLC PANEL FASTENER SPACING TABLE VALUES FOR ALL 'H` AND 'U"-HHT�DERS (INCLUDING BUILDOLIT �QNPI[TIONS) 4 ANCHORS SHALL BE INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5, HOLLOW BLOCK HOST $TROCIVRESSALL CONFORM TDAE�Tfl C90 BLOCK, 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEOWLE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHERWALL FINISHES *ALL FINISHESSHALL a E UMLIEDTO i�4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADIEQUAIELY TRANSFER LOADS TO HOST STRUCTURE. 8 CONMETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACnD CONCRETE ONLY. 9� WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDIFIONS MAY VARY, FIELD VERIFY THAT PA51 ENERS, ARE INTGADEQUATEWOOD FRAMING MEMBERS, NOT PLVWOQD FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES� 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (Z,� EDGE DISTALNCE IS ACCEPTAELIE FOP. WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN P1NE'G=I2L55 OR GRFATFR DENSITY, LAG SMSVI SHALL HAVE PHI LLIPS PAN HE40 OR HEX HEAD, ii. REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL-POIN-17 SOLID-SlEr A BRASS BUSHING 12 MACHINE SCREWS SHALL HAVE IfT' MINIMUM ENGAGEMENT OF THREADS INTO -I HE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (,SIDEWALK BOLT) U N�0. 11 MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR, OTHER WALL FINISHES 14. 1111111111111 DESIGNATE' ANCHORCONDITIONS WHIC44 ARE NOT ACCEPTABLE USES. I 5, * DIRECT MOUNTING CONDITIONS - III LJNEAR INTERPOLATION IS NOT PERM177ED FOP USE WITH THE ANCHOR "IEDULE5 LISTED ON THIS SHEET 9 . ,� 1 10,4 1 O 1 41, , I I I , Him � � A r � E, , 0 - :� 9 E! , i '�-,�Ijf6 , g<.1 I . � � 15 F, ,,,, : � ", 5 i � ,� N15 ". �.; .. E ,.��, LQ ,; - . in � ILD .. 10 Z I r 5 � .A , ig. 0 1 � _1� I.Ligrej �� < *. T N i U - I = I ; �,4 '. . .� U) 5 � ZZ =_Pn jg� I 12 L P. LIU CC 2: � < ::j < All -5. -6-i (1) (1) C­ U) _0 — M > (3) = " 0 " (1) (1) L_ 0- 0_ = 0 _0 0 L_ = CD M Z -0 _�� C-L U) - (1) 7t� (1) -0 L) 0 -0 - _a = C= 0 Ill 0- = = — (5 t 0 = 0 . 0 — (D LL- ,+.- 0 — CU > . D (n a) UM) I- _11--a L_ ca. E F___ .n 1+02 C ._ -500 W aim. < 0! 4 Z Z W =I Cn -ill " (1) (1) (1) _C_ - -+-a 4--i U) =3 M > 0 L_ C/) CDL CDL < (1) 0 '=�3 C -.0 CIO 0 ELL L) (D W L. U) M L. M =3 LU 2 < Z Z < __j a - SHEET NO. SH 1.5. - - FF 7i I _.__ I, III � I i F -i i - T_ - . _.- ___