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HomeMy WebLinkAbout6370 Bar S Bar Trl, --I I , ___ I - I I I I I - - I I I L_ I , I i F I I I I I . 111'11 11 1 1 -1 __ — ---i— I I - I I I , I 1 11 L 11! 1 1� I — INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET CEN 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS ABBREVIATIONS S3 DETAILS S4 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S5 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius S6 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed ST STAIR DETAILS AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle Ss RETROFIT DETAILS ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing D 1 SECTIONS & DETAILS BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room D2_ SECTIONS & DETAILS BLK or BILK Block GALV or GaIv. Galvanized RND or Rnd. Round WP WATERPROOFING DETAILS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf PA1.0 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector PA1.1 PRODUCT -APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves PA1 .2 PRODUCT APPROVAL NUMBERS C Carpet HDR or Hdr. Header SHT Sheet SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) — — — — — — — — — — — — - — — — — — — — — — - SH1,3 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community KNVALL or Ki'Wall Kneewall SW or S.W. Shear Wall SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB DBL or Dbl. Door Bell Double LT Laundry Tub MAS or Mas. Masonry TOM or T.O.M. TOP or T.O.P. Top of Masonry Top of Plate 7_1 FE-11 Ll U rT-I\ U DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typicz. DISP or Disp. Disposal MIN or Min Minimum LIC or u.c. Under Cc-Anter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF DS or D.S. Decorative Masonry Finish Drawer Stack ML or M.L. Microlam MONO or Mono Monolithic LINO or U.N.O. Vorv. Unless Noted Otherwise Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V. L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer MEAN ROOF 30 FT. HIGH TYPICAL ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES EQ Equal PH Phone WC or WIC or W. C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood THIS DRAWING AND DESIGN IS VALID EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW, HDR. Window Header FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W. H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WMorW.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WID Water Proofing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire I WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN — REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.00 NEW BASE PLAN documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 06/25/12 2.00 GRADE BEAM FOUNDATION the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 08/26/15 3.00 2015 NEW CODE UPDATE undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. Payments will be made in accordance to the terms of the agreement. 12/19/20 5.00 FBC 2020 CODE UPDATE 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 8M 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 1525 debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. E CD t'— 0 0 0 M C= X N 70 o 6.- M C:) M U) < L) 0 U VV V IV C14 W 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. 0 W E o 0 C' �! 41 OR C14 LL 0 :; LO '? 0 1 - L7 LU r- Lu CL 04 0 LL 0- d r: -, L� ca LL LL CL LU 0 Z Wo D CO 2 P� �; M < W is 9, -:4 Z co — 6 -1 US C*4 Z Cr L0 0 Cl) ILW a N < 0 Z Ln U 0 V) Cf 04 V) = -1 U) U LU o E q — m 8 � 1 = ;g U < CO M z fl < LL_ C6 E g C, E 0 y CU 0` 00 0 E C14 03 t o 0 ?t z t � W y 0 ZK Z Cn _W z o.- z 0 :5 CIL C:) C) zk '0 000 (=) > Crn 0 CID CN < 0 U) (.0 4-J 4-1 0 N C:)Cy) o U") 04 < E > . M0 M Z M Z w E N�i E 0 6 1 C 0 _J JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. Cs o I�I �o KITCHEN I■ 7! IN I LrLij 11 TUBISHOWEF FINISH PER FLOOR PLAN KITCHEN OWNER BATHROOM BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES N MEDICINE q CABINET 0o q ¢F ¢� Oz OZ u. Q LL Q O i V % (h N (h d M � a INTERIOR DETAILS. VENEER KEY PLAN. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD a- 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR ON BATHROOM WALL SHWR. o sty VALVES } TOILET 4 SOAP PAPER tO DISH r HOLDER q 4 n o � o � 4 io O iv TUB I. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Z SINGLE g ROD w a w o co = O U r co CLOSETS/LAUNDRY c E KITCHEN POWDER BATH 1'-4"X1'-4" "L" SHAPE CMU COLUMN ■■------------- ■■ ■I LANAI 1■ 1 G.T. 8'-8" FLAT CLG. A.F.F. I o 0 AC PAD 10'-0" co CO I I v I I D HB I O I 35 SH 1 6068 DINING - NOOK o ■ 8 8" FLAT LG. 8'-8"FLAT CLG. Eo CARPET TILE o 0 0 11'-10" 13'-2" - - ■ ■ 2'-7" 2'-8" 6-0" -11' 10. LO O LO `" --- - 2x6 WALL L---� ■ C? O O 2068 j D.W.LO FAMILY " BF. L---� 8'-8" FLAT CLG. :: ! : •. SINK J CARPET w/ DISP �I 00 ■ - N S6 L KITCHEN " .. TYP. @ I 8'-8" FLAT CLG. I J zo 2 STORY IN TILE NI S6 w cl c"i iv U? I Z TYP. @ OI I < (3) x4 #2 SPF STUDS W/ I 2 STORY 16 @ BASE �LIL, ( UN E FG1'TRUSS OE -1 T-11" 2-10" � I f 1 1 1 I ■ ALT 42" HIGH 1/2 IN I AC PAD I I WALL W/ 1x CAP q O4'-1" T-1 7 4'-8" I T-4" 3'-2" Il 11 L-----J U) N I I 4" 30 PLUMBING LINE M I I TO SECOND FLOOR PW D . TP ■ o - - - - - -7 8"FLAT CLG. 60 (3) 2x4 #2 SPF OPEN U I I I I I I I I I I I I I I I I I II TILE 10" 0"F. U)STUDS MHTT16 W/ USP Y D@ r121131, I I I I I I BASE TO ABV.' I I I S3 11 21 31 4I 51 61 17 I 01 2868 ■ -2868 EDGE OF SLAB 2" BEYOND _��-- S.W. FOYERJ�G. WALL 8'-8" FLAT Q H2 S4 W __ TILE o I S3 W.H. W S3 Z C 4'-1" 2'-8' 6'-2" 3'-10" 6'-4" Q W OBUILDER TO PROVIDE L}L W U ■ ■ ■ ■ NOTE: FINISHED WALLS APPLIANCE PROTECTION m TO BE FLUSH. FIELD WHEN REQUIRED PER FBC VERIFY. Z W 54"--x 22" p Z co l I ATTIC H a ■ I ACCESS a U Q LID;ENT Y °� 8'-8" FLA7 CLG. U ■ AFF -------- R v ■ o I W _J N G.T. 2'-4" 1---- 1 - ---- ---------------- GARAGE o S3 ■ 8'-8" FLAT CLG. A.F.F. TYP, @ i I SINGLE STORY ■ I I I K I S4 I 1 I TYP' @ I HB I GARAGE 1 I I 16070 OVERHEAD DOOR ■ ■ ■ ■ 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS o COUNTER TOP 30" H BASE o O 9 CABINETS60 o co °D tO O 2x '? v 00 FRAMING o 0 1/2" GYP ? BOARD FIN. FLR. FIN. FLR..[� x K SHELVING ISLAND COUNTER CABINET BLOCKING 1 BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 4'-8" L 1'-1 11 O WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 251 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 18}X62 S.H. 16 20X72 18}X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S. H. 1H5 274X63 26X62112 S.H. 1H6 27-1X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 X 38 J 36 } X 37 3/4 S.H. 24 37 X 50 J 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S. H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S. H. 33 54 X 38 J 52 4 X 37 J S. H. 34 54 X 50 J 52 4 X 50 S. H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE 6 (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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO 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 FIRST FLOOR PLAN - B General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. Is Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 r-- CV c - ro LL- a- CD 6. r C-\i z C' I 73 Cr W C J u� � - < O J a) rL 0 W yI To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Ln W F' Q v E 00 O OM U O oD # U 0 O N N J N W N W tli � ik r r:12 J w a M 0 z5$ LL n. Y m� a J J ILL. 5 w 13 2 13o fr cm� 0o " o O � NO N co a-' O � W _J Z LL d J a 00 z M Z 0) O Z N O U U M w W ❑ ❑ ❑ 0 Q r lL^n, z `o U /1 1 0 w 0 w o �N U w L p II _ N U ) y • co w co M J a Z L.L. o EI z o oo > a sZ® z roe O � <` a p a '0 o� a Z �� L I 0 Q � W �- O a o�Z m 60 z <� �_ Zo � � n S wLL `z a �F W T U 4 ap J= a J� CD CD O CO a � � zaT�3 C O 0 0 a i � �L6 III=) a� m co N 0 CID N Q r T' r� V / m 0 CN 04 Q O Lo r N T m w M o Z Z E CN vi CU a E U ¢ p _J JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD DECKING FLOOR SYSTEM-� 0 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSIN USP MP3 CLIP EA. STRINGER TO BEAM/ \ FLOOR SYSTEM TYP. 14 13- o I\ 12 ` &) 10,71 `� STORAml`O UNDER7" STAIRS�65�\4802xFRAMED ivWALL 2x4 #2 SYP. P.T. THRUST BLOC W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 42" KNEE WALL WITH -1x8 CAP & CASING B 36" H. CONT. GRASPABLE RAILING 1 x8 CAP & CASING 2 (3) 2x12 STRINGERS 1 TYP. STAIR SECTION Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. L SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. ­ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH rIN �T CONT. HANDRAIL RETURN TO WALL DETAIL. B� SCALE: N 00 N 0 r 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP 3\.- � uJ DJ NW 6 D2 IN 16'-4" OWNER SUITE N 8'-0" FLAT CLG. c� CARPET G.T. 5'-4" T-5" 1 D2 6 \ H1 D2 25 SH TYP. a COINER 2X6 WALL CHASE BEDROOM 3 I� 8'-0" FLAT CLG. CARPET m I rn o � .0I� � I e_ F 2668 3'-3" 60" X 36" TB SHOWER ZED FIBERGLASS SURROUND \ =OW TP 6-5" T-4" O. BA - F) 2668 8'-0" FLAT C C. TILE ;n D2 2068 in BF Q 3 4SH D2 P_3 &2:. &S SIM. w/ 36 - -_, MSTAM36 ACCE65,� FLAT STRAP IC W 2068 8'-O" FLAT CLG IU S6 CARPET IM TYP. o TILE TO 7' ;4SH A.F.F. H1xAU) B" =O 8'-0" FLA CL 6 2468 TILE D2 BF TB I TP 3'-0" 6-9" 1 3 D2 �668 - �O SIM. w/ (1) I� W. I+LL I to 42" HIGH 1/2 Co IL WALL W/ 1x o D w CAP 'r) U) Imo' I I D2 O H1 22 D1 I N 24. in 8'-01 3,-8" I 4068 BF I I I -� I I BEDROOM 2 I I 051 0�I 8'-0" FLAT CLG. I I I I I CARPET I I I I 22 I I I D1 ( I I 4068 BF o0 I I I 25 SH I I EGRESS 22 4 D2 I I I I I I I B D1 H1 I I I 1 I I I L---------- ---------------------------J I I I I I 11'-0" L 14' MSTAM36 FLAT STRAP - HANSON BOX @ 36" A.F.F. -DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. TILE v 140C RFV 10 120 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH " WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 J 18 4 X 37 1 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 J X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 4 X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 524 X 25 J S.H. 33 54 X 381 52 4 X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 # X 62 J S.H. 36 54 X 72 524 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE OH2 (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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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" Oq +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 \D +28.3 / -37.0 (VI +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: Y4'=V-0" General otes 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" I . above f r per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) @moo olio N CL CO i< N (6 LL Li Mo m C N Y Z E�<t Od L U > -� r u O C rL LlJ • O -. r� \ rA ✓ N• O A. `y C.�. 0F`S�'O� 'f''I°flll !1!l111��i�1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F Cor- of Q O CC',, U N N # LL CI iA u) n r� 2CL L-LJ uj ' M V S Q yQ. 6 !n LL u- 52 d ul Z _co o _y tmocp IY � '@ N O J W(�O'o' •- o a rb Er I- 2 N n Z 0 M � - y N Q U Q ZLL pU c)rn W 00❑ z N M 0 0 z z o J a (D o � U � 0 V) c f13 - U cki U c U) ¢ 0 • r. Q N II� o 'U w Z co z Z o z af E Q E O zo w > <� Z® oa v F° as U 8 O �O N a r !0 w o ao W Z a rp C _ C z y U �m g m O Z H OZ > Z <��z j Q� � o Z O < U d NW W �� az � >° JCD o cfl wa a OUP V z ¢ �� O > L d' rn m � � N U � J^J v / m O ,-a Nr E N c M M o Z M7 Z (n E N a. E v Q o JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 1.2 t r l I I F it I I "milli I„NI11FFg1I11Ir111r' 1 III _ I I 1 A uu�l� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS — 12 5.9 T.O.P. Z HGT.. -------------------- —— — — — — — — — — — — — — — CO o CJ r` FLASHING 12 25 SH 25 SH FIN. FLR. , — Q4 r T.O.M. CJ / WEEP HDR. HGT. 6068 SGD 35SH ------- REAR ELEVATION - B SCALE: 1/4" = V-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU FIBERGLASS SHINGLE INSTALLED AS PER 12 MANUFACTURER 15•9 SPECIFICATIONS —� 5'-0" RIDGE VENT T.O.P. HDR. EXTERIOR PLASTER ON FRAME rr� CJ q O° F FLASHING 12 FLASHING 25 SH Q3 --------------- - - - - 12 1 4---------------------- ---- FIN. FLR. T.O.M. CJ / WEEP — — — — — — — — — — — — — — — — — — — — _ _ HDR. TEXTURED io ^ CEMENTITIOUS FINISH ON CMU 25 SH 25 SH FIN. FLR. ELEVATION - DETAILS LEFT ELEVATION - B SCALE: 1/4" = V-0" 10" FIBERGLASS SHINGLE '�'� INSTALLED AS PER MANUFACTURER SPECIFICATIONS FIBERGLASS SHINGLE = 6, 4' OFF RIDGE VENT INSTALLED AS PER 12 ^�N 2" 2^ 5'-0" RIDGE VENT 12 MANUFACTURER 5•9 DETAIL �5 9 SPECIFICATIONS &—S—CALEU2"=1 : ary T.O.P. _ T.O.P. HDR— — — — — — — — —— — — — — — — — — — — — — HDR. — — — — — HGT. 1 EXTERIOR PLASTER EXTERIOR PLASTER �110 ON FRAME ON FRAME o 00 00 MRAISE BANDS C J 1H3 SH C J F- 1H3 SH FLASHING 12 OR FOAM PER �4SH—---------- 4 COMMUNITY SPECS 4' OFF RIDGE VENT —25 SH FLASHING FIN. FLR. _ FIN. FLR. fT.O.M.- - - - - - - - --—--- ------------ - - - - - - - - - - - - - T.O.M. _ __ _ CJ / WEEP CJ / WEEP CJ / WEEP n HDR. ,vl a ©� M F/71 LL lU� TEXTURED 00 00 CEMENTITIOUS L-1 F-1 00El El FINISH Ll ON CMUTEXTURED CEMENTITIOUS to 1 H3 SH FINISH ON CMU FIN. FLR. FIN. FLR. 3068 16070 OVERHEAD FRONT ELEVATION - B SCALE: 1/4" = V-0" 12 ,— --,_] 4 RIGHT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier 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 of o L M N (, N c o_ M X N R' I� a- 4- r. cn—fir U `0 5 cv U nt <.>p �y fY r y CG U1 Q 2 0 Lu . ��`��110tlltttlUtfl��s��i N'� SRO W N n6 O� FL R E S SI lF llllllfl 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. d! C F o f con - o cn (0 # Grp V N O co # LL C 7 a0 N# LL W N My LL a 4 a N y (� -u LL U. O ;. Z mc�� z m O 0 J W 02r- m i.W UQ,°' ¢ C Z m N o a K Xi = OU U_5N V M � z � o z Q r M N z (ai0 o 4-J N ((j W U —� O U -6a14 I U • o � w M �3 Z a o s > oa Z co H o @ z0 U a �z D° O wZ N I_ <° o ¢ w w L o � c C �<z mo f mo Z� >Z Z J 0 Z to F oa Z° ao 0- H Nw W J= >O o to V w� z Q a 3 0 O >L6 0✓O m o} c� (I N 'Cr (� N 0) o N T Q N T E M z N N a w U � Q p � JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 2 110 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A1200A INDOOR METER MAIN 0 200 amp 150 amp NEMA 1 150 AMP/ 200 AMP copper to lights & outlets copper to 20 amp ckts .2 copper to WH .3 copper to Dryer or 4/0 SER Alu UNDERGROUND DisconnL#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE a HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE ® EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) Ft-,H I CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DI3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J '�\ \ILZ/ /? CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT III- 1.5" VTR 'I I I I � I � I I I I I I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLI FOR MICRO RANGE HOO PER SPECS II 3 II � II � FOR DISPOSAL 1■I L1 Q n OPTIONAL LIGHTING SCALE: %4'=1'-0" I I � I I � - - - - - - - - - I I I ♦�� ROUGH -IN FOR I I �'" OPT. CLG. FAN, I I I G LIGHT PRE -WIRE) BEDROOM 2 ' I I I I I I I I I I I L-----------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 IL--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J AC PAD WP GFI DISC. ■ ■ I DINING f I IN dill ■ FAMILY 5'-8" 4//' 1 'Zzl, mi ROUGH -IN FOR OPT. CLG. FAN/ DEDICATED LIGHT PRE -WIRE I RECEPTACLE / FOR MICROWAVE ■ RANGE HOOD PER SPECS � CM ■ / ITOILIGHTS 1 I I OPEN I j j ]AND SWITCH j I TO ABV. I I I IABOVE I I I I I I I I — — — — — ly FOYER GFI @ 44" ■ ■ ___ ■ ____ ■ ■ I LANAI I■ ROUGH -IN FOR OPT. CLG. FA / WP G11 LIGHT PRE -WE IA I WL _/ NOOK / M PENDANT PER SPEC ram` GFI VGI o I L_--J / � I I I � 111 iI I `O*a'27��- -5'-8'\—� 3'-1" A.F.F. / I t ■■ IDB NP i/ I I PC - ( GARAGE I C- - - - LIGHT AS (ENTRY LIG11T PER SPECS o ■ AS PER SFYECS �+ WD. ■ SWITCH FOR DISPOSAL IN CABINET If II II ALT II ■ I I AC PAD Il 11 WP GFI ■ DISC. ■ ■ LU W.H. - W S J LU LL 0 LU Z LU - U J >-im Qa- UQ 0U U ■ >w / GARAGE DOOR ■ GFI ■ I I GARAGE � ■ I I ■ j q IRRIGATION] GFI @ 44"1 A.F.F.1 I I - I - I I -------------------- ■ ■■ ---- ■ ■ COACH LIGHTS OR PREWIRE AS PER SPECS 0 In ELECTRICAL PLANS — ELEV-13 .0 O j 0 aUN amx Cu U- 0- In 0 E f 0 5 i 1 - 0 a) j 1 > _� T > L r C _ u c u- 0 O 0 LU 5 rt i N N O N \ o c*-> O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NCD W v E 00 O 28 a N tV C' N J V a) r- J LL O -5LO 00-N6 J ,Q ILL d W M v LL (L Y Q @U_ILL wad o Z_ v o 1 W in�T ¢aa a = 00 to M Z Y O LL ZpU04 U�vvi W ❑ ❑ ❑ Z N (h 0 0 z Z a —, — 0-G r, U) f) Z c9 0 Q) u 4-, (6 w m Q A N U 0 c N �� U) c'n tx+u (� U c w T f— E U o' QCIO N W C> coM w Z 0 a E OV �� Z® oa ¢o ¢4 w¢ jto � 0 Z o ru Q% ¢= 0 wz L MI N ¢❑ ox�Z U �m mE O Z ZC/.)� C')J>> wee 'aw fm >I O aU _ W U ao �~ NE 3 o O C.0 '0 a _ sC � C rn �o c� a� L � v T m O LO 0) N N LO N r Q N r E m M � � .. o Z z E N m m` cc a- U J Q 0 1 —1 JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 3 n I -0 I wo 4:12 Y I I ZONE-3 I I ATTIC SPACE 860 SQ. FT. I w yq O �Q I CCn Nlbri I I I I W I w W I 5.912 SLOPE �_ 5.9:12 SLOPLU I w 7 O I 'd' I N I I � I I I I I I I I I I I Z I I W LLJ L I W _E CL / I I O o CV i7 I I`'' 5.9:1 I I I\\AA�4 I I I I ZONE-1 LU I ~ I ATTIC SPACE E U Cr 288 SQ. FT. u_ I o o I I 4:1� 2 SLOPE 4:12 SLOPE' I ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) � — Total Ventilation ATTIC SPACE SQ. FT. SQ. IN. of Provided by Upper SQ. FT. Total SQ. 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 288 276 39 138 10 69 138.0 —� 0.0 �, 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 860 826 118 413 29 206 5.0 1.0 213.0 (Zone 3) 75.0 138.0 I � **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-B SCALE: Y4'=1'—O" �` M c N n_ �n X Cl- c rl iU C, -r- 7 v oW v N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c) Q r o E a`go O Q N N 0 # J c0 Ul it LL W N 'Z J W CL M 0 LL CL Q v cc LL a 5 C1 Z 0 L N v b Q* F- j 'r6 rV G W 0 J W (n I ¢aa LL Z 00No Wa0 LO Cl) Z Z N O U U u W ❑ ❑ ❑ o g z N 7 t` � Q � J 0- N r N M Z � U o 4 n w � m V ,O C N i tx9s U a C E mi U 0 CD � w z Cl) M J 0 < � U- cd E CL 0 E Z o �Z > <� �® C E <° a � Sz < wz N .2 w o a <o z= m� 0 (j C C, zx "m o� z z a N j a < aw z z z > 4) CL 0z 0 gOU aw N W S— s U <0 Qa ' IIIIIIIIIIII� o CDa= (D �a oa ro 0 pti V za c)3 c 0 0 CC Liz 0 m rn C� co CN : Cr a v J W 4-J O � LO N N U") Q N T N T 4i E w c co Z m Z N iri a E U -1 Q p JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 4 1 11-- 1111 L.f qlr I 1A ll I I WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uji � CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" •' #5 CONTINUOUS ,�: ' ,": •", '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' .. BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be _ cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" O Z 1 O 00 M 0 0 T M - J S6 TYP. @ 2 STORY U.N.O. CV Cl) 0 o c _0 M 25'-0" 15'-0" 10'-01, 1'-4" T-4" 1 I-4" 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W.-1 5'-2" 5'-2" 6-2"I I I 6'-10" 1'-8"I AC PAD J 2 STORY 2 8 I Ic ' I �411 S6 0- \\ U. N.O. I � I \ — — — — — — — — — — — — — — — — — — — \\ M I I S3 I I \ ■ �\ INDI A ES FILLED CELL w/3000 PSI I \\ CON-- GROUT FROM FTR. TO BEAM HVAC CHASE \ w/ 1 5 REBAR VERT. ABOVE SLAB. I BASED ON TYPIDAL @ ALL PLACES SHOWN 1 LOCATION \ �\ HOOKED F G. DOWELS 17" \\ E M B ME T W/ 25" EXT. ABOVE SLABi ,■ ■ I \\ "GRA,D 40 STEEL" \\ T I \\ 6' -4" I b T 2'-6" 1. II \ F 7 ■ I II 00 \ 2'-011 x 2'-0" x 1'-0" W/ (3) #5's E.W. I 1 I - \ \\ 1 ■ o� I TYP. @ 2 STORY ■ 1 1 00 0'-0" EL \ I J I I - AB FIN CONC. S I I � \\ 1 s6 3-1/2" MIN. 3000 PSI 1 I I PLUMBING 2-8I r-- —1 CONC. SLAB FOR I I N STACK \ ALT � ■ I HERNANDO COUNTY I I "' — AC PAD ONLY 3-1/2" MIN. 2500 LI i� L — — ■ PSI CONC. SLAB OVER L — _ — J 6 MIL VISQUEEN I STUB UP TO VAPOR BARRIER — C.J. I — 2ND FLOOR FOR A/C ■ I I ■ " " x 0 STUB UP TO I _p W)2I (3 2ND FLOOR #5'S E.W. FOR A/C ( I — — — — — — I-- -- — — — — 9'-8" — --- — -- 2'-8" 6-10 —I I I K C o W.H. Iw— I in S3 S3 I 3 1 /2 M 2 00 — — — — L — — BUILDER 0 1 3'-8'� t}i Q 0 ■ ■ ■ ■ I PROVIDE I w 0 APPLIANCE p z > _j m PROVIDE 112" x 911D�00JR�. -4 I TOP OF CONCJ PROTECTION Q d I L RECESS FOR FRT. o I PAVER TO BE 4" WHEN REQUIRED U Q I ■ L TYP o. N I BELOW FIN. FLR. I PER FBC I s3 U_ I I IZ W KI > w ■ o I C1 ( 2'-6" x 2'-6" x V-0" T 2'-0" x 2'-O" x 1'-011 W/ (3) #5's E.W. W/ (3) #5's E.W. _ — — — C.J. — TYP. @ Ui SINGLE 1 (2) #5 VERTIIPALS STORY ■ I W/IN FILLED CELL 2'-6" x 2'' x 1'-0" a, A I J W/ (3) #5's E.W. S3 1 S3 I c� TB 0 I '� i--------J—------- o M 2'-O" x 2'-O" x W/ (3) #5's E.W. 16'-8" 11-6,1 64" 1'-10" 16-0" 25'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX'IF" 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 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER Q TO MASON'S SCOPE i�_ FOR WIDTH v 10 1 WIO CV ILL IZ Z Cn O ,0 LL FOUNDATION PLAN - ELEV-B SCALE: Y4'=1'-0" CD� � cm c�.f OtiO cD 6- C C,I:S Q; Ln ='rc� CO 4 u O O O fL Lu •. " L N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q ti of C� O M 8 N r xt V N 6 C, LL M NO U.a YYn Q c u u_ a L 5 5'mc�4a MO_j W��03°' Z LL a N MZ O U�tU) Z pV W El El CD z N Q O Z � N z o � t^^o,, a N z c W � _ o w O —CS V) w g * U � W J _ E 8 I L ° U 'o C U, QN� s CID C"J M J N a zo z Mz 1.1 oE _ 0 z o g -0o wA > F, ¢ € =® oa U O o� Zo< o E N� L o� i woo az z �J rp N Cy Q U U h m 0 ZK z W m Q W CA) N Q O ¢ ¢ z0 U a ww W U a& a C o wa 3 �o Mj O zla ar � 3 o O y0 � Orn c� t0o N U) m N CN N LO T Q N T' E w c � 0) (� .. o Z f9 z E Nca iii m d E •• U � a M Q 0 c JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. 5 n I 1 1 1 1 11 1 1 IN I I I Im nee " 1 I I 1 1 P 119 I ll PER ASCE 7-16 ROOF DESIGN ALLOWABLE RS H ENGINEERED CLADDING WIND FPRESSURES AND SUCTIONS FORM AN ROOFHEIGHTST 5 ft D VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTNE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) 1-1 VALUE DENOTES SUCTION 1 [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 21r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/6" EXP. 1 C1116) or 1V32" EXP. 1 03 1'6) TILE: 1Y/32' EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ) ) ) a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1 875(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 - 1Od 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 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 3 112" 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/ (32) 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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (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 ti 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. (A) OR 2 PLY :ARRIER 2 2 PLY CARRIER--J (A) x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B SCALE: %4'=1'-0" o 0tio N QU N N x Cl5 LL r CD V_ C L C6 O M U (U L^^ J 3 (D i f^ C (v U0 O C V v -� rL OW .. •J,J,.�1' ��• Yl CV 0 Ea Lt¢� 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. ME Co g Cor xU 0 �' na°oou;a M r,� WLU _ t Q f h N N MLLLL; n. w r 33 O Z '0�v 0 _ W 7W N tD tY O J Z N �z Crun0 LL n 0 < 3 rGn Z W 000 z N th O 8 z co N Z n Q J d � N N 0 4 Cn Um 0 W S IV) fn � U � Ea w � ' E Ea =� �0 ° U 'o c 'n % Q `' 8 C CO w Mzo Z LL_ a E o E: z Wo s > 7� <R ?e v ♦— x� o0 Z O M N i �o°a ¢o i a z r� w <. 0 m g o ZE C J m>�Z < rn 3 of 'ao U 3 KQ O LL a W W U �� H �k J aF 3 C3 CO zla 013 2 ° Q 6L > L6 O N m f9 0 ^' W L 0) =3 i� r Y r ca N o LO Q T' Q N T m L Ch o Z Z 3 v; E N ai m a E 0 � Q O JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 6.1 r) 'P. @ HIP )RNERS I I I I I I I I L-------------------------J ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (246) or'%2" EXP. 1 (3�116) TILE: 16/2' EXP. 1 03/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS 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 1 112" 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 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U I MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 1 122 -10d x (1) 5/8" ATR w/ 12" I EMBED wl SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F13100-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16E SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 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 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 (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 2 PLY CARRIER -(A) - x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B SCALE: Y4"=1'-0" 1 (J C, f C. 41 J Al ' ! aSiCN ♦� 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. tlf V) W ro v E I F p Q r# Q C4 `•' O NM N aD J 0 Z, ,+.) ao 'on sc ", w 01 0 (n fA a " NMa YX�nn Q o a 5 _ o Z m�v_ o too o-w N W LL O J ca W _j a Co z Z Lo M IY O (N ZO U v u) W ❑ El ❑ o Co ID z o r In �zf1 v L/ 2 LL T 41N W � � U O W $ l%1 C = r— to ) V U E m � I L y U o Q 0 N �, soo o w M o3 z � r Ld oLL ao ca a O w i z® o a o z no, — �O s E p¢ a z o� 2 z N L woo J ��a01 C `z U mo Z 'z z �m QW Cn Ch S> < =o W i)- I N W c_ U � a s oLL o w <Q ;o co 10 C O O O i O N O) f0 nl A L T (6 N a. U m cD ��-+ O N-0 o 0) U-) N r Q 04 T E M c d z m z iri Ecc CV m m c a U Q p = JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 6.2 '' I I II[ FIT Ill 1111111I9CLN'TIII, } I I L I _ I ;I it I I _ I �l�! ll�� t.l 1111, fill i I I 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS iL . 8F8-1B/1T 81`8-06/1T 8RF6-OB/1T 0 © © o 0 0 0 0 0 0 0 8RF14-1B/1T 8RF14-0B/1T 8F16-OB/1T 8F16-16/1T o 0 8F20-OB/1 T 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T ® 11 FORM do GROUT SOLID p N LU U 0 #5 BAR CONT. 8F12-1B/1T IV" LINTEL DETAIL SCALE = N.T.S. RI M Kamm TYPE DESIGNATION #5 REBAR AT TOP ALTERNATE POWERS F=FILLED WITH MIN.(1)REQ'D GROUT lU=UNFILLED 1E CLEAR STEEL LINTEL ° d R = RECESSED QTY. OF #5 O d a REBAR @ BOTTOM OF LINTEL CAVITY ° ` M.U. #5REBAR ATTOP Q w d` d MIN. (1) REQ'D 1-112" CLEAR 8 F 16- B/ 1 T a z a d Z d ° GROUT tNOMINAL,QUANTITY < J C.M.U. OF ° 5 REBAR AT = L w #5 REBAR AT WIDTH BOTTOM OF a U) z H O0 TOP ° LINTEL CAVITY w U U) NOMINA OTfOM o L o � z HEIGHT REINFORCING Q a d Co X 7-5/8"ACTUAL PROVIDED IN Z LL O ,^n 8" NOMINAL WIDTH LINTEL a . C7 5 REBAR AT BOTTOM r- w O AS INDICATED (VARIES) rn N c o_ MATERIALS-16 cTi precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. 2. Contractor to provide proper protection of lintel to prevent rusting. Prestressing strand per ASTM A416 grade Refer manufacturer's specifications. 7. 270 low relaxation. 3. If lintell is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 4. Lintel depth to match precast depth. One #5 Bar required at top 8. Mortar per ASTM C270 type M or S. see lintel plan/detaiis for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 5'-8" LL O 8'-8" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" O 6'-0" LL O 4'-0" LL G' O N C.. rl- CL CD m C) �C'l'i U, W _ U N u, O O 'C t6 O W _. rL / e11tri ``15��11tt.3tft'> = rJ �G O� AM c•e. t` L. O� i�SiONf� S�Xt<. 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. . _;:::: H o o f co oc O Nc� 8 co,m r- ^o�o� J aw se LL a L 5 Z LL C)o rm� C)w m i` W Z LL 0 cprn a a 00 ° Wa0 N M Z d rn p O U U Z r : W aaa z N o C. z55 Q J WMildN N z (D o � w W Q A U O DIVI VIM� �a w S ash .r r- cn _� U(p Eo I d = L � U o • Mw O w Z c. E E° =o w� � > �z oa U o O N d F W Z o U Q Z W� w i mo Z C/) __ C U)J = NU 2 m ~O'z 2F <w EU �' cam W 3 Q a UO� LL = o aU a N W C oLL MJ C)<< O J F <O¢ 0Io ;o CO �t' ZQ o- U � O 6 O m c� L 0) co N o-I :3 r U T CL V J m F- O N o 0 0) LO r Q j r ui E c M o z m Z � E CV iri a U � r Q p C � JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. 7 Will I lqi I I 11I 1"f11 4H11�" 3 v x w 1 N s M N 0 V) 1 Z2 J r- N 0 1 N 0 O' N J� 3 CD 5>4 a 0 x C c J U) CD LZ 0 0 c U i -o U a Z I Y 0 O 0 a� 1z N M 0 0 a 0 0 Ln v a� 0 cn 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 I I THE RE PONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. T S E S 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 11 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 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-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" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONSHA L BE APA RAT STRUCTURAL SHALL RATED S RUCRAL U SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS UOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection r pr a sped on for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpo and mortar along the foundation perimeter must be removed be ore exterior sot 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 bamer is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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 OUTLET W S, 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. i N O iV Q U cco�l 0-Mx 0- L cz CU M U Cal .2 C _0_ u'> 1 Q C- - -C > Ld� _ U- 0 0 rt 0 W �1111l�Itt'tStt� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N CD W v E Q O M N ik V ��6 m u 0co xr ", w to tor-° U-wa U-a Q QjmV Y (n N JLL� a 3 113 Z rm�� �o O w _ N Zo LE O J W rn�O'a Q ¢ ¢ a Z_ N MZ X,n O LL0ODU�ai Z ❑ ❑ ❑ W o z '0 S z Q : imam N z .o - U_ � cn � m U - g O w $ V) C U d c J I a�F- ts, S c J w M M M i z o L z z � U_ E =o �g aL >� <o C. E OV Z® oa co <Q K U a< UK 0 OU oa z01 O ru Wz wz N N ru o � ao �w m0 N C z U o OZLL z N J -2 j Ew 0)¢' Q) o ¢ zz g0 w0 lz W U 3 �& a � aLL 3 >0 o C.0V wa a °za 83 c 0 m X 'L6 O ui rn m C9 co N T T' Y H m 0 N 0) o Ln CV L O T Q N r E m T CM 0) o Z Z y E N c c Il U J Q J JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. SN l III i III t'tT111 III�11��1i, � I I ,I I' I I f I'' i�All I I' 1111' 1 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) I� [ II 1-11k .ICI I.I .. •, ICI ICI... II II..: (t WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEENMAXI 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN V 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 00 O 5'-0" a - 10 c� STUB -OUT FOR 1'-0is o 0 0 GAS METER O � U CV M • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r � r � FILL CELL STD. 90° HOOK BOND BEAM u7 uu a STD.90° CONT. #5 T. #5 ' HOOK BAR BAR I #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 fy � CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D ! SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW _FOR BLOCKING/TJI -"MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. r 1/8 min. } Small gap 2" min. + 2" max. 4" max. Web Stiffener Fastener Schedule _ ---oration _ Joist Bearing L P -v Series LDepth End _Intermediate -1/2" 2-8d 2-8d BCI 5000s®-7/8" 2-8d ''i 3-8d Clinch Halls � ✓ � 14 _ 2-8d -8d 9 1/2' 2-8d 2-8d when BCI6000s® 11 7/8"_ 2-8d 3-8d possible / f _ BCI 6500s8-14" 2-8d 5-8d - _- f 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 3-8d 2 - - web -flange connection. \ -8dd 11 7/8" F BCI60s 14" 2-8d 5-8d 3 Blocksolid /8' betweenjoists filler blocking and bottom of to flange. g 1116 8 2-8d 6-8d 1 9 P Tight fit gap P 9 P g 3-16d_ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. BCI 90s® 14 _ __ 5-16d 5-16d_ required when indicated or 4" max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -- OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". -Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthruts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" O.C. Required on interior walls : for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. Y meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below _ Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and g wall or beam below.* blocking and wall or beam below.* — -� require additional consideration. Check \ Joist local building When joists meet over wall, provide code lfor appropriate One 10d box es\ // / 1 3/4" minimum bearing for each. I -Joist can be offset i, � %% up to 3" to avoid detaifl areas=20 of high or=20 sinker / / / s in vertical plumbing lateral load. nail each side % ��� 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRIG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam "' `"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges • 6.. A 1 2" ROUND HOLE MAY 6. 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1]z" 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. Joist hanger SIMPSC w/ (22) " NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I II I II I II I I I I I 111— = 5 Nail with 10-10d nails. Install tight to top flange. :. SLEEVE THRU STEM SEE PLAN FOR--'°. • . • .. FOUNDATION INFO ° STEM FOUNDATION i 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 f Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height �� requirements �/ ✓ -0.6 X Joist p -11i/ 0T depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN t-w, I.nHJC'F rvu 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. ��/�v 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 r da ITI I a 11-� ° -III-IIM II—T7— --12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE -I IIIIIITIiI SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE - PENETRATION `PVC OR SCH40 SLEEVE / r PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d a d G a �47 �. Q SEE FND. PLN. SIZE & REINF. O 0 f` O QU N p ly 0- -0 O 6- W.- �CV�. C`D t �l to Q V! — `> > L C cv `� O 2 o W ` L O k. �`j0t" *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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F a 8co o E mac" 0 lJL ��2 9i "a N u_ Q rn MU_U a W 3 2 z� L � O0 W rV�co a' O � 'n QQ ¢ ILZ co N� �a� 'n co Z X Ln O N (D V M � Z N o co Z N Z o Q � J W n M U) z CD o , l LL T Cn W O v I �� w S Ly N A U ;® U o c W ° �Q O cO J w M o z 4 U_ r6 E o z > z® ❑a UO Q8 U� oa Z cN N W5.1 %2 o p WZ �� rn z "y m o OK z' - a J hm aW 4Z to a 3 Q 3>> om $� LL go a �w W > U w o a x ti [Z o _ w` 0ID �o .� O c0 V za a'm o3 C >� Orn m M N T � 6 r ) U 0 L O Lo Lo T Q M T' E E .c 0) (� o z m Z � E Nca y d E U Q p JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. SIN 1 - ---- I --- - ' ' I 1 11 11 I 1 1 U 11 11 1 i - I' I I Ill WIN _' Ioil I 1 11 1 I I I I I 1 11 1 1 1 11 w I N t2 m N 0 cnCr a -a J 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P,T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM — 9 D7158-CLASS G or H, or ASTMIII r —I I �I I I —III —I o • I E: D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE Z TYP.) R905.2.6.1, FLORIDA BUILDING-11 11I=III J=LI �I I r VARIES CODE 7TH EDITION (2020) I I �� II I� I I] i lI II 11 I I I I II 8 RESIDENTIAL ROOF SHEATHING - SEE INSULArION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G — ELEV. VARIESAJL SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE (V ' r ° ° p I Z A 00 o O0 6 MIL VAPOR T BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SEE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z M 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I 1 - 2x4 CONT: I 1 GARAGE DEPTH VARIES II GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8OR 1/2' HIGH STRENGTH _� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV.-0'-3 1/2" �z— 31/2" MIN. 3 1/2" MIN. A.F.F. p b ° 1/2"(min.)- 4„ II 31 /2" 4" =L=M �I- 11. —ri r-� Trr— 2 # CONT. � � �4-,rrllT TTT'-�- (2) #5 CONT. 4" '� 1'-4" 8" () 5 CO 4 -4 8 U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 Qcs ��EOS�cJR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c" LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK LIFTE 24" O.C. VERT. OR WALL SEE GG/S3) W " 6" EPDXY BOLT OR 8x MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING w/ (10) 10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � . � z #3 & #4 LAP SPLICE GRADE 40 MIN. 740ks.lilGRADE MONO OR STEMWALL z _ D- M — a ,, FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [ GRADE 60 MIN. FOOTING MONO SHOWN FOR CLARITY O° 6 MIL VAPOR BARRIER ° ,' - I I— —I — I I— °° - ,- R 1 7/8" —� I ° N Z �J —7 T T �- #5 REINFORCING BAR #.r, I AP :.qPI IrF NOTE: OR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) - 4„ 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 o A. e � GRADE 00 a — _ _ ,Q _ I11 III III l�l—I• -(1) #5 REBAR w/ OPT. —IT IT 1 I I I —I I— 1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) ' f V •'no ... T � �. -I II I y III F III 'III �':.•<':' SEEA/S30RJ/S6--- -I!11j I I,II I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN • ' ¢ INTERIOR A. a �f CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e c 00 CV — Cn 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM I_ END OF 2" x PLATE LU o U CL rA e. LU 7I—I I II D° Cn I — REBAR DETAILS F SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN ;? (2) HTS20 17 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE Es LU CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT 7 Q > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 % Es w SIZE AND REINFORCEMENT) WWF OR FIBERMESHLU Es BRICK PAVERS or SLAB PER ° Al All rrr., rr In � /-COMMUNITY SPECS — _ 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" ��S3 r 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, . 1I1-1I1- T (2) #5 CONT. =I I ��I I I I�tU I P_ ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) - F WWF OR FIBERMESH SEE A/S3/J/S6 —` 1 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND" PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' 00 � GRADEUj M C7 J • z W = W U ooU'= • • • • zz Cl) FOOTING W v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD Q (` O N CIO c.r x C6 'u- 0- P_ L C-, C-\1 v r_ u Q. i -- U, 5 O _ O w 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. L0 H o£ cor Q O M N r# O N J Lo V N O S J LL 0 N it LL W 7 1.O 0 rnn-- -1W a a v Qej rNi � YYn l_i LL nw05 130 0 Z_ r-2o2 o of-- 0: � @Nco tr 0 � COIN IN ��O'� a a co a _Z N cl) K rn O :: p0v�� Z oao W V M � Z N (h og z Q � Q W a N M N z CD o t6 ry � U O W g N ry y �N U w = E . I �0 • U o c Q o IV O, r_ o w Mn M o Z Q E u gp o~ ¢ry z® oa K UO as o o oz a Z N¢o L Q wZ c � O � xo� m i o z C a� J N m < w N a o no aL 3 a nw W mi 3 IJo O w� �o oF VO' zla � 3 ` O o O _ N I..L > c a� rn c� c T' N :3 Q r �� V / LO � N 04 L0 N T Q N T E E � M 00 .. d z ra Z 3 iri CV a U Q 0 _j JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. S3 (MONO) rn W I N u7 i x rr m LO LO CD 0 N J u7 M CV O I N i ID v 0 a c' 3 a 0 d t° 0 v v a C LZ O U P 0 U d 0 rZ U _ a z I H Y i O v U r N 0 CV to t S o d N 0 cn a m 0 (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE ��VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" 0/C TYPICAL C.M.U. WALL (NP) SEE ELEV. UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ 2x DEAD WOOD @ MID VER FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATHA TOTAL . FIRST NESS 728LAYOERS POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK - EVENLY WALL IS 1 1/2" MAXIMUM RESISTIVE BARRIER PLATE � INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING 0/7Z (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER i STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK CL DOOR OPENING DOOR OPENING — DOOR OPENING -C� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR Fili BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ El❑ 0/C FIELD SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR "4,)SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J c4 41° STD. WHOOK 8" BEAM W/ (1) #5 CONT. IN OPENINGS /LINTEL GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION u I� u LL NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _-= PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYP. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER ;� GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR , MOUNTING BASE DETAIL SCALE: N.T.S. ° J e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 31/2"- SFFA�po� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL ,kTHAN PE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 50 0 OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE SPLICE STAGGERED DOOR ' J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO { SIMPSON HTT4 TYP. OHO �'9 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. �'14� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 ---i TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 SP4 LINTEL NAILED INTO TRANSOM FRAMING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE /T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) BOVE -OCKING 2) 16d TOE NAILS =A. BLOCKING — 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. O N I` O U L_ M 0 O O w JE 6 N _ o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 0 IW-. Q - o E °`go O M o C,_ V C N O (M J LL n�N "a N tn'� ° uu M V LL a Y n.L3 Z 13 JELL 0a 190 rm� ao 0 Lu W 0 5 cj da a� Z MZ nN OLLUv-j Z O W ❑�❑ 0 Q N z 0 o +-J f6 n w Q F U 0 N w o c �N U � w = 8 U o c U)x ® Q Q - 0 s�o o w M J� o L z M J LL- Q 0I i= wO �F 40 Z® o a U U� �0 '0 �< Z- o E C:)<0 i ¢a w= �w OY U mE o O� Z z JI N ¢ �0 Cl)n U) p Zo QU a- W wLL W 0 J o (D <a N Xo 'a o03 V c a > L N rn 0 0) (0 N Cr 0 04 O LO Lo N 1'— Q N T E E y 'c M 0 Z z E N U) M d U Q p -j JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. S4 w N I v7 i S m N v7 cn 0 J LO 0 I N v a- 0 i c 3 a N O E co 0 J y LZ 0 0 C I 0 i U a N I Y 0 0 J m t� N N N M 0 Na N N N 0 a N a v N SIMPSON HGAMV 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS t7 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t z 45' t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR �A 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w! (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS (2)1Od TOE NAILS @ EA. FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7H 6" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OSB SHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOELENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. ENDGABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE7/16" KNA OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA.O. 6. O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP &O.C. FIELD ATTACHED (2)16d NAILSBOTTOM W/ (2) 16d TOENAILS2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C �° INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w! (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP `" CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOREY SHEATHING DETAIL BACKNAIL w/ 1 12 1/ (2) 16d NAILS -WOOD TRUSSES `° 0 2"x4"CROSS BRACE APPROX. 8" FROM vz -2x4 RAT RUN BRACING RIDGE FASTENED AT RIDGEF AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 1 NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2 x4 LAMINATIONS W/ 1) ROW () ( (3) 2 x4 LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0!C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D - 0.207", L - 4 112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 () ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E GES AND 12" O.C. FIELD JACK TRUSS ram=_ SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL 1 ONAL INF RMAT ON BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 5.3 FOR ADDITI 0 I 10dx3" @ 4" 0/C (2)12d TOENAILS 1 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF �--r D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION ` SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. S5 1INIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL i (2) 16d NA 12" ISH SCHEDULE ITTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. CJ'CJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 75 S5 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. S5 `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS ',-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z W CL \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" 0/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM 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 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W! 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILi 6 SCALE: N.T.S. �' DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. . o AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � O � O X Q- Z L L- 0' Q: 0 O 0 G 6 2 11.1 2 EN , �....•l • CV •• b M cc tt . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - rn W a E n O M S N F tJi 0N O (0 �c:, co a0 r7i 3t W W y 0)NMC W a _ Vj O LL W d QW, O Z 7q w t � � S o L - O — °YW �mN� IO� W to 0 ¢ Q a Z ao No �a0 N M Z 5: � 0 U�ai Z OU �O❑ W Z N o og z � N z o � Q co N z � o c W � U 0U) w s V) Y cn U c E 8 I <� s w� Q c Q o o z co coS i o Z ii■ LJL E E E � io o oz � >� 0 �® oa E � x a� o o Do o ' z o N �= 0 w= s � .24 1 N Z. � U .2 m� o o¢ Z 'w z Cn QJ J m am 1z N 3 0< Z 5° WQ� wH .w U to z 3 =,- o w` �O �V i s E ou >vi 0 ai cc 0 ^' W L � (o N r ^^Q I..t. , V) m O N o (V L.n T- Q N T E w c M Z m z E N rn CO C m tl E U J D? Q p c J JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. S5 s 2 rr W I N i m N cnU_ 39 LO M 0 0 a 0 E E 0 tv i Li 0 U a U I .o i U a=. z N I i i 0 -U J f CN NO 0 0 a N N N 0 0 Q d o' ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL.o DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN a:a 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" —� GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSTALLATION PER , CHART ON FLOOR PLAN J NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY M111=11 I 1=I I I= 11=1 I I rn e° e. 6x6 W 1 AxW 1.4 L I= I TWWF OR FIBERME :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w! ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w! TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU LU 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 J w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co - U 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE GRADE 00 -I I I r l l rJ-1L-1 1 ' �I ,,,;,,III —III— STD.90'HOOK 1� (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO ST- - '-- 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS TEND SHEATHING TO )F BEAM OR GIRDER ITE W/ D.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °P _ SEE FRAMING WEEP SCREED o cz_C PLAN ' . ' • INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w! (8)1 Odxl 1/2" 0/C FOR THE 1ST 2'-0" OF I 1 NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREEDu. INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" I C' NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B 15 EXPOSOSURERE1 SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET C I) Cn z_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSURE F- F SHEATHING w SOLID 2x M C BLOCKING @ ALL C SHEATHING 0 OPENING EDGES (SEE II SECTION X-X aU C X E w x E 2x STUDS w II II BEYOND. M SEE PLAN II� II� Cn \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IeInr I rl r11aT1nL1 nlennnse FLOOR CONNECTION B NA MASONRY 1ST FLR. SEE J/S6 „ S6 3/8"SPACIN, @ SCALE: 3/4 -1-0 FOR ADDITIONAL INFORMATION. 3/4° S SINGLE NAIL EDGE SPACING PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. .— B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL 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 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °. d°. Wj�.a e•.d III I_I III II (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION KS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 1 /2" '2" 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 r'!'kl sFF ��� 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY". F Z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL i @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O < w Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ((nn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ O �r00"n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. F z 0 U')LL � 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END LL LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR i� ;4 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE oo N�FR/0 NQ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS ! BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH 'IF .. " a 'ez : 'd 'a '• e 14.. A M-II1_II1_1IIIII_II��II-1 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— W rIIIT— 1 0l @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. �0 4> O 0 C) CV o•..(-� N cV }✓� � �� c. a <f. _ j 0 O 0 +�+ _ 2 LLJ _I t 7 ellA • w•°• N 'rg NNI 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W U) W v E 8n QO (n 4��pp N cf ' J LL 0 wa W NNo� u; o. Y a �LLU_ aw w � J -p z 0-' 0 Z L � O; j '@ N (p R OO J W ��6jO' 4 a Z N CN Z (n O Co LL O Z ❑�❑.,.., W M N a) z N V 07 N z o :* Q a N M N z U o � d a- u, C. U wQ)o N iru CD U U o' M c - I N 0, ° �0 sm o c Jw M co o Z Q Q E E Ov =o Wo z >§ z® Zo oa _ ¢� XU U0 Do o °¢ Z o ro 04 da ro a-. gz o Qro wZ w z �<z mo zCn� - N J o �� Z �m <n r Z Z do W z a z 3 =0 O c w a a is ;3 O � = a 'L6 O0 m (0 c� L � � N 0 V) m I- 4 �� 1 O N o LO Lo T Q E .T C ) E O M z CN M U J Q U J JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. S6 (MONO) _ I_ I 1 1 It if I I - v+ 3 w I N Of x m N C to 0 N N 0 4 0 0 N N 0 D- 1.2 O S O i a LZ 0 U 0 c UI y U O7 O i a z I N Y i 0 c J tZ N N N M 0 0 a N N N 0 N Q a� 0 N E: SCALE: " = V-0" 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 GLUI NAILED MATCH NOS OTHER TR 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 11 N MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON $ AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) / NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS �// STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: �" = 1'-0" MALL 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 rSTRINGER MAINTAIN BETWEEN" / \ AND �" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR / 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD j STOP LZZI , / .� / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT I \RS IN WALL 2x12 SYP I I I BEARS IN WALL x4 BLOCKING FOR 2x12 �J I �J�V2x4 PT UNDER 2x12 2x6 SYP / \ \ E MOISTURE / CTION tCOMPONENTS LZATTACHTS BLOCKING / X FOR STRAP \ 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/AT O.C.AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAIL ATTACH ALL COMPONENTS 1x4 STRINGER CONTACT POINTS OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / / 2 J" TAPCONS @ MAX. 32" O.C. \ �I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ TOP OF / STRINGER + TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT f 4 / STOP "" 2x8 SYP DRYWALL STOP I MUST NOT TOUCH STRINGERS G I E2x4 BLOCKING FOR 2x12 SIMPSON A35 I2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS / SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK \-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS t.� SCALE: 1" = V-0" `1-2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER ,,FOR DRYWALL SPACING H E SECTION VIEW "E" SCALE: 1" = 1'-0" SECTION VIEW SCALE: J" = 1'-0" -3/4 PLYWC ON DECK \-2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP J \ NOT SHOWN / STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTT, / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT / -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" L POST LET INTO (LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOI NT -TO )ISTS) H 2X STRING R 2X BLOCKING PSON MTS2 w/ 10d x 1 1/2' NAILS D OR 2X BLOCfGNG 3 D RIS1 / VARI ES ECTION VIEW "H" SCALE: 1" = V-0" ..O � � O N N �. 71 x Z O 6- C7 ,-,I (13 O �-� 75 C\1 - Q G- c w 0 O n. O L11 ..it;l4@81 f�fFf/ •' v:'- r- — s i FL0�- z l v�{`i�rf•�•n••tQc`�� xl� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W co a vE o� S o � O N J N m p CLCO) J LL Q� in °0 i! LL w _ M Q �n�� u- w a cNOV n. Y CoLL a L Z LLW j- o w r°C_ a O O ix a 0 N N °�Z �rnO Zd U U-j N '. W ❑ ❑ ❑ c9 z N CO z z � � E3 N M �-J z Cz (a U 0 Lu cr) N w o C R cn f6r--- U w � m _ c o8 N Q o M M J i g z Z Z < _1 L.L Q 0 O E U i ❑ g O O u wz <o > ¢ N Z oa Z F� _ �OV x< as w z 0 0 � o 0, w w C o a u' z L � Cl)N J o z No mo o oZ Z� >aw �z rn a" W am ;� U 8< ' g�0 �w a� �a cfl w 01 �o a V' iI¢ 06 3 0 O N �L6 0 o> m 0 t6 N Q/ Cr T T LL V) m O � N � � o r Q N N M o Z z c E E .. ai c a U 0 -0 p JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. ST A_ W I M N 0 rn M 0 J u7 f+] 0 I N 41 N 0 3 a C) 0 a E co x i7 .J M 0 U U i .o i U :a a rn I i 0 L� N 0 r7 0 0 d N N M rn 0 Z 0 w m 0 N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 E I`I ( 1x4 P.T. r 3/16"0 X 3" LONG X 3 FURRING 3-1/4" LONG X 3/16" 0 U L FURRING L FURRING TAPCONS 2 ROWS 3/16" x 3-1/2" O TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 rT� SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1F 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) 2,-0„ BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7l16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC A' \AAV MAn PROPER INSTALLATION MAX, 8 #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI CAPACITY = 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 4'/z' WOOD SCREWS @ 16" O.C, MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE Wl * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 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 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" C e p p - P' e . 1I e t. I GRADE D � e. A. Cl) F Z , .. N � •D e' a p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S ♦♦ ♦♦ ♦. UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) I, I, -,S`fD.II90° HOOK (TYP.) OTCH �;@ FIRST COURSE 3 ♦♦ 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED WI 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE �� ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, I I SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW IJ CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 9 * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. C' 4FNGry (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT ENTER I , IIUV' SEE ELEVATION 1�`� FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - r �d��I3�liW1��Ilt z 0 2 O w a U a U) FILL 1st COURSES SOLID W/GROUT e a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° a" •A OVERHAN a' A 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. NISH ' . • • .e . .. • Imo•' Y >, ► p • ' ' ' ' #5 BAR X y . o• 10" D 4 p .. ° . CENTERED W/ g .:'411IN TOP o e 10 a KNOCKOUT/ zv ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS- - L CLEAN FILL DIRT 6 z °,• ° STANDARD o W HOOK N #5 BAR IN FILLED CELL - - - , \� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C:) � C it OM 1' U N C1_ CD X in, LL- d -00 tom U c, N - G v O - 0 LU 1 •' 1,�;ti�1tEtlii,i01/11, ., �• c�� ' .C14 J. Q . 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. � ti W bo v E " O U c0 ik a N N N 4 LL 0 a) W c u_ G 7 co y ik LL W tlJ �n� LL W a cn Q N M 7 y y Ju u 3j ° 0 zIt Z_ 2C� 3o N co 0_ O ca W C/) LL = in N° Ja� N Z Q' 0 d U U y Z M z � g z Q N z c� a 0 X� w o U O —� w o Ln R W J � U � 0 2.1 Q N o I� o w M M i Z p Z Z a � 14 J U_ Q E E Ov �° oo w z Z® o a �_ o E �� �a o° oz Z N ao ap ao az �� coo `�c C = ao� w -� mo z 1Z a) o Z g° Q a �w W T 3 U coo o¢ i, ¢ o Cp wa _< >° a °� =O o = O > L6 O rn �a L � � N Q CT Y 1"- m (.0 O LO CD LLO o N L0 s— M r E c (� o z f0 Z 3 u> E N iu M a E U Q CIO c c JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)/,/1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH � III •k I I [ I� DEPTH 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. nIRFCTION TYP. —WOOD TRUSS -' A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N T PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A .�1 ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Q W J w w w SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION PORCH SLAB SEE FOUNDATION PLAN SEE PLAN EXTEND SLAB 1 1/2" *� (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE T C 1'-4" ENTRY PORCH SILL 14 SCALE: N.T.S. FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w! TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY — TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID J SEE ELEV. FOR I-BLK HGT. J #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN SEE CUT (2) #5's CONT. T&B w/ N z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 11�11 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. I I I --__ r- I I II I I I I IP I I SIMPSON LSTA18 A —A ALTERNATE BLOCKING �'' (12' 10d NAILS — — — — — — � SIMPSON HUC410 W/ (14) r- — — — — — — — OR CANT CENTERED AT I I 16d INTO HEADER & (6) DETAIL INTERIOR BEARING SPLIT TO TIE 10dINTOBEAM-SEE BEAMS TOGETHER I I ROOF PLAN FOR MORE I I I I I I I I INFO SCALE: N.T.S. I I I I I 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" 4" Z c~n PORCH SLAB SEE a N FOUNDATION PLAN iw U) 2 Z Uj (2) #5's CONT. T&B .,. W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH . T EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — — INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE DON M CONNECTION INFO A OPTION B OPTION C Y; EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. BM. SPLICE OVER SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR : A A CENTER OF POST FMORE INFO. SEE PLAN FOR TOPOF_qEAM VV 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ e I e (22) 10d NAILS OR SIMPSON MTS12 w/ — — -� - (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENTrl 8 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" �r COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. i TRUSS/ OP WALL EE PLAN Y2 CDX PLYWOOD OR /6 O.S.B. IMIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM N HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ----..; I 2x4 #2 SPF STUDS @ 12" O.C. W! USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 1 5/" EPDXY ANCHOR OR N J-BOLT OR Y2 TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF A. a ° CONCRETE STAIRS Q FORMED & POURED L< a MAIN HOUSE W/ (1) #5 EACH STEP ° a SLAB (2) #5's CONT. T&B A a w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH s a EXCEEDS 30" AL - Z GARAGE OR g LOWER SLAB T SEE PLAN - 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. 0 ti o N SUN N CO (zU_a M C.3 0" " L �. %,:, � = r Q U 0 O FL O LLI lttltrri//,iri O wN Q,4 LO FESS10 r�o/lllrr t i t 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. F .4 o F= co f` O M co, a C O NS J N O 1217I - J LL ��a0 Ji # it W 0* Q cn n LL W a -- � a X co"W a.n 0 Z °z O -C14 M 7oo LL zWCn ¢ ZZ Wh0N MVpU U W ❑❑❑ M Z N th z § S z <c J r z �N ° i O N �N „ $ w ' v l.4 J i� U 'o "y' • Q N o �m w Z ��o M m � U QE o w� _® 0 E V mo �_ o �o � o o° �¢ z N � �� wg <=m� wZ ¢w 1 NOroz Nm o Z� Z v <w oa Zo go W Q � a �W O w� W 4 ' 0 O n o_ =O O = Lid a, m c� 0) N v T 0- U) m CO O CD N LO 04 e— Q N r ai m T T VJ M o Z Z E N N 0 a o . 0 _j 'ar_ ¢ o JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. D1 2 i I I i I I i _______________________________J (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DSO SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP I BO SIMPSON LSTA24 w/(18) 10d NAILS P. k 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & 11 10d ( ) NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS O G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (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 "I 2 x 4 #2 SPF STUDS B INTERIOR HEADER O „ G AT 16 O.C. U.N.O. (2) 2x HEADER 1 2x SILL PLATE W/ 2 12dTOENAILS. O O PLAN EXTERIOR HEADERS E F TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FSEE 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. 7 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR H ADERS(2) END OF SILL (MAX. OPENING — (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING \ LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE OA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. ij WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O O.C. (MAX) AND @ EACHEND GABLE END RIM JOIST OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C• TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ WOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 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 SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )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 3 SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING ---BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4w/(18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT L SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER 2x4 STUDS PER PLAN SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/C 02 PROVIDE 2x4 ON—� TOP OF 2x8 TO BLOCK OUT TOP Ae PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B � (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATIONTr'111zz'_z1 (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTIOPLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE CLIPS) NAIL BACK LEG OF CIPPLE (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILSFLUSH w/ THE OUTSIDE 2 6E 28WALL BEZE YOND SEE HEADER FLUSH TO OUTSFLOOR PLAN FOR HEADER I I CONNECTION I � I DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR 12d NAILS AT 6" MORE INFORMATION � � O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 i WALL) @ 24" O.C. SYP U.N.O. f ) i 2XCONT, T&B BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE —NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d - - - NAILS AT BASE "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE UDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. -cs M t� N o N T Ci 2 -t p , L' > 9- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. as Q C) O co o n it N Ji O G 7 ,� oo NO it u W Hl vJD ° a ej cN1 V LL Y ,C 13� J LL a 0 o Z � OF ii L (0 _ :5:tl ZO � O J W ro2q ; daa Z LL LE N Z Y O Z pV U5 tVi� W ❑❑❑ z N i7 og z N z o � Q r` M z �N w y � U O ^ I v ' w o r co U � `L e U o Q N O M M J ¢ N a Z < � Fi os <R � �I w= _® oa o< uo g� Z O L a w z r �I < 3r o o� z Z U:) 4, $ a < o �Z go w� �w Wa U <� cD as o �o o O � oa za a � o- u3 s OO = X �L 0 a� M T 0 c0 N � Q CT r IT­ U) m QD N o 0) L0 CV Lid r Q N r E � M o Z M Z E CVch �; d U � Q p JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. D2 _ TL lil I N LL7 i C m uo cq Lv Ln n N O I CV -�a- v 0 Q 0 a FR d O v c Iu ayi LZ 0 U 0 c U In .o a U a z I Y i E 0 c J ar LZ N N N M 0 0 a cD 0 CV v 0 rn m v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK L 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NO' BOTrO FLANGE rn) "n WEATHER JE BARRIER & IARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as D in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) no LASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" 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 SELF -ADHERED FLASHING \ % 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING A EXTERIOR DOOR WITH DECK E AM SELF-ADHER 2 V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER M g a Cr Cr n_ d = � CD w w'' w = Iz Q, W w �0 A U) DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. Li WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally i 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 RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 20 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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 applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with 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, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING ETCH IHERED FLASHING 2 14 5 1 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \�S\lStt TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all G 70 O till-©- � � L 0 0 (mil . N fl•- r �f U) (u Q o 1 0 W N N O N N 0 M O To the best of the Engineer's knowledge, information and belief, the structural plans and spedfirations 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 F-cD n U ro r'_ it N 6 CNNl r0 J LL Q aD ur 4k tL Ell 0 (nnNa -- Q LL W a a , Y C J cc W rn aLu �0 � 2 o r m 'ro N co o m O J 0) ¢g Z W N o N coZ LLW {d- �rnp W a 0 Z ov �3� W ❑ ❑ ❑ CD m z N 0 00 z z � Q v J rz ardqft EL "1111111 ffWJ to z 0 CD �1�, LL T is O -� w o U0 YZcn U c w J � I I T 0 U Q o N s Im o cMi o 3 z E os <� a E° <_�� z-® co - �° UO _o Z O CDw= N a Z o <z -z d s mg o Zcnc v � J �o 12 i9� <w �, d 3 oa Z z go Q § a v-z W U o E < a � O IJ 00 co 1 a ou zl¢ 3 O �L6 0 It ai m cc cc 0 0 L (o N I.—:3 Q �--- 7 T rC V/ m N o Ln CN Ln r Q N r E E Y M o Z E CV a U _j ¢ p JOB NO : 22-02375 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets 10 Gauged +V2' x +1 r2' x 2-12" 1 r Sack Crass Support {May be cut to W) See Anchor Schedule / Rlght Bracket (16 Gauge) 1 /2" Dia. A32S Galv. (Typ,) o T o% 114 Self -[killing Screws 1a3�sN A/C unit Bottom Edge Hurricane Strap (Typical: 3 in front) washerz Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) # 14 Self -Drilling Screwsihru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typicalt 3 each side for hurricane use) INSTAHATION INfORMATION Spnh'i, rnarailauun unsur-aura err pcpvulasi -th rack Hprtx Aar Floor (l1 wemd d ltlailed Seal Decimal imadia61e raped national clop aril apply) Florida Departrlent of Business & Professional Regulation Building Codes and Standards PtoductApproval Application Detail Page 1 art Ivic,2021 F..NOR- a . Ifindly of 20 DMt. Dare Pendrei 292 Timt Version Miry livAur4L rat lndmrB lJOMuea validated By Validated$Lltmltted all Aooroyal Approved l&MiM. Af6mretion 2020 Smart Vent Produce Inc Mci Graham Hama.F No-ero P.E. Lace. Boirden PE. IZM BM20 12/162020 r20 1MA20 Appr-d Category: =to4l Canporl (877)441-03H FE-73776 (334)300-1600 SubCateporyt Products introduced as a Result of infocatallvent.com ter T..hn.kW Cwrpl{enea Mail Eveki R,i torn a Florida Regsered Architect aril Licari Florida Preressianal Engineer $Mg,k Product M20 rlumbr or mo Me Product Defvldican QWav Assurance cataract Exatallon Data AmorMfor Uae Aooroved In th LIZ ! for Use 1111plax; B4O9and 00111131 PJztspa 1 BnrlVent Model #1540.510 Dual Function V hU:,b n Vent 17l012023 Yes Yob NIA .100A100 2 SmedVerd Made l#154MI 1 Zd:no Duel Funds Flood and V.nlretlon Vent 1201/1023 Yes Yee NIA «10OAtoo 3 Smartvem Model a154P520 Mutilated Flood Vent 1W12023 Yes Yes NIA «t00A 100 4 9martVant i C540-521 hsdeted Flood Vent IZG'2023 Yes Yes N/A ♦t00A100 5 Smadverd Made: a1540-524 16&gid; Garage Door FIoaG Vant 1.12023 Yes Yes N/A WA 6 SmenVMt Made 91540,570 Wood Well Insulated Flood Vent 12J312023 Yale Yes NIA +t00A 71X1 sknartVenl Mdtlel L154i 14.541.quo: Gongs Doer Flood Vent I2r512i Yes Yes NJA NIA Florida Department of Business & Professional Regulation P.ge1 fir, Building Codes and Standards 1nU2D21 Product Approval Application Detail - Y _ - - _ -raft Will 992 D" PNKNM 2a3 Must VabluenMarrufalurer iUcrua Validated Or v Ik_G d > Re,A.. 2020 Drexel Metals. Inc. Jason Shunars Zachary R. Pn..t Lake Borden P.E- 08r10r2020 os"Usl 20 082WD20 10112I=20 Pppr-.d Category: Rooli (5021303-1111 PE-74021 (334, 300-1800 SubCa[pory. Metal Racing hill.-Vicanx-Coom Compliance Method Evaaiation Report bran e Florida Registered Prank- or. Licrl sad Fbrlds Ft3176n.RB Products Prdresslana Engn..r ,gggg Product Modtl. limber w Name Ouegly Asma a ADrxov.d for Use Awrowdfor Product Deserlodon eonhad lxdlallal Dale In_HVHZ out" Use Impffit 44MID NZ lt}vd>at4 Pressure1 Drexel Melel ROaMg systems OMC 1(ONS, OMC 15D Ar OMC 175S; Di 200S, 1N31012025 Yes No N7A +9/-180 DMC 5V - Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standards 1rZorzi Product Approval Application Detail Mqv r a- eMab'40ll ..- _N - -c Entity or Daft Panci 20 T� Version Manufacturer coC mad Enaineer&License ValidaledElf Validated Sulam ilia FBCApproval Approved Status Revision 20X0 Therrra-Tru Corporation Steve Jasperson Limom F. Schmidt P.E. Ryan )King, P. E. 04/15Q021 12131r202O 04/22/2021 06AW2021 APProved Category: Exterior Owrs (803) 643-7828 PE-43409 (813) 767-M SubCategdry: Swilling Extenor Dow Asserrbies sjasparsori®dnermil co Cam pllance Method: Evaluation Report from s m Florida Registered Architect or a Licensed Florida Professional Engnesr FL02Q44U-4t6 Produdts Quality Assurance Approved for Uae Approved for Use [mood Qsgign lit Product Model. tumblerw Name Product Dearnodon CCnVeCtEmira6an torte in HVHZ Outside NVHZ ResisfaM Pressure 1 a. Therm-Tru Fiber -Classic and Smooth -Star Nominal 6&#89,8 8quoti npact&quot Opaque 12/3l/2022 No Yes Yes WA Composite Edge Fiberglass Single Door (Inswng/ouhwing', X alMigurall 2 b. Therms-Tru Fiber-Chssic and SIYOaIh-Star Nominal 6&439,8 &quotl npact&quot Opaque 12131=2 No Yes Yes WA Composite Edge Feerglass Single Door with Sldelizi (Inawrg/O itsW n9, XO, OXcr OXO -figurations) 3 c. Therms-Tru Fiber-Classi and Smooth -Star Nominal 6&#398 &quotlmpact&quot Opaque 12/3 M22 No Yes Yes NIA Composite Ede Fiberglass Double Door Wth or wthout Sidelmi Onswirg/Outswing: XX a OXXO configurations) 4 d. ThemhaTru Fiber -Classic and Smooth -Star Nominal (i&#39,0 &quoL1hwct&quot Opaque 12J31/2022 No Yes Yes WA Composite Edge Fbrglass Single Door (I nswng)Outswng; X configuration) 5 e. Thermal Floer-Ciassic and Smooth -Star Nominal 8&#39;0 &quotlmpactSclat; Opaque 12n1r2022 NO Yes Yes WA "model Edge Fiberglass Single Door with Sakabil s) 0.Wng/DuI.Wng: XO., OXw OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quotlmpactlIquat; Opaque 12131/2022 NO Yea Yes WA Composts Edge Fiberglass Double Door Wth or wftllout Sdelites On rMhWOulswing; XX or OXXO Configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 15504 8 &quotlnpact&quot Glazed 12131r2022 No Yes Yea WA Composite Edge Fbiaglass Single Door (I nswngtOub ig. X config-bon) 8 h Thermo-Tru Fiber -Clip and Snacth.Shr Nominal 811,0391 86cluotlmpaet&quot Glazed 12131r2022 No, Yes Yes WA Composite Edge Fiberglass Single Door with Sdeill Onswing/Cutail XO, OXw OXO configurations) 9 1 Therma-Tru Fiber -Classic and Snwoth-Sill Nominal 6801 &quotimps.%quil Glazed 12131/2022 Nd Yes Yes WA Composite Edge Fiberglass Double Door wth or Yethout Sbelit i s flosw'irglOutemng; XXor OXXO configurations) 10 J. Thiirma-Tru Fiber -Classic and Smooth -Star Nominal t96#39;0 &quotlmpect6quot Glazed 12/31r:= No Yes Yes WA Composite Edge Fiberglass Single Door j1hawng/Outsvang; X mnfiguratlon) 11 k. Therma-Tru Fiber-Gassicond Smooth -Star Nominal M4-V;0 ill mpactillquort Glared 12r3l/2022 No Yes Yea N!A Composite Edge Fiberglass Single Door with Sidelill (Inseirg/Outsi X0, OXa OXO configurations) 12 I. Therms-Tru Fiber -Classic and Smootn-',11ar Nominal 811,0300 &quotlmpact8quot Glazed 12/31)'2022 No Yes Yes WA Composite Edge Fiberglass Double Door wtin or Without Sidelites (In-gi/Cutawing XX a OXXO confguntions) 13 m Tharma-Tru Fiber -Clasp and Snwoth-Star Nominal 681 &quot;lrtpact&quot Glazed Molded 12131=2 No Yea Yes N/A Open Composite Edge Fiberglass Single Door OnswrgfOutswi g; X configuration) 14 n. Therma-Tru Fiber-Clasalc and Smooth -Star Nominal 611,939;8 &quotlmpact&quot Glazed Molded 12131r2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door With Glazed !Added Open Sidellital (I nsW ngJOutswing; XO, OX sir OXO oonflgunbon.) 15 o. Themni Fiber -Casale and Smooth -Shur Nominal 611,0311 &qudtIm pactilquart; Glazed Molded 12J31r1022 No Yes Yes WA Open Composite Edge Fiberglass Double Door Wth orwthoul Glazed Molded Open Sol (1 mFMrglOvta Fain, XX or OXXO wrlfig iretknhs) 16 p. ThermalFiber-Classic and Smooth-Stirminag NoS&M39;8 89 tlmpact&quot Opaque 1213112OW Me Yes Yes WA Composite Edge Fbrglass Single Door oath bled Open Side i[e(s) OnrswinglOutsWng; XO, OX or OXO confgurations) 17 q. Therrna-Tru Fiber -Classic and Smcoth-Srar Nominal S&M8 8quotlrrpact8quot Opaque 12r31/2022 No Yes Yes N/A Composite Edge Fiberglass Double Door wth or Wmout Glazed Molded Open Sidelites (InsWrlgrOulawng, XX a OXXO oonliguratias) Florida Department of Business & Professional Regulation Buildirg Codes and Standards Product Approval Application Detail Page 1 a i t5rm21 Srt1m EWlifL4t Data gMp Data Pendm mu Man Ys>ffigD Manutaeturr Sri! bminerB Lleemevalidated av vvagdagQ t,t fill AOProvd ApMpvlg stalus Romakin 21 PGT Industries Jan. Rai Mardi -Dade BCCO - CER Mimi -Dad. BCCA- VAL Willi 1062102020 111241202Q Pppi Catilg.p: Eatedor Dann (941) 486-0100 (786) 315-25N Subc.t.g.w; Sliding Extal Doa Assembles lrworsMprpyindusmen.e C.mPllanc i Method: Ced .O. Mark or Listing om Fle'le1-R33 Products Qralgv Assurance Anchored for Use Approved for Use j 5a1i Rootlet Modal Nue4lrr Memo In MVHZ O.I Ad. RVNZ assistant�}2MII! 9 800-5570 (Large Msab Impost) vi asking (Pass Door 04/t42021 Yes Yes Yes i January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,, 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 for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/1 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33x5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/1 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8t2023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/1 psf 2/16ill C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 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 James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/1 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150S S , DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 Ni 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NiA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NiA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 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 approval, 2) APPLICANT SIGNATURE DATE Florida Department Of Business& Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of 3 125R022 " Entity or R 2"a effi Cabs Pending dim I "ion Manufacturer Engineer & License Validated By Validated Submided FBC Approval , Rion 2020 Therms-Tru C.9-stion Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King P.E 0712=20 07112/2020 07129/2D20 10113f2020 Approved Caugory: Excel- Doors (8(Xn 643-7828 PE-43409 (813) 767-6555 Subcategory: Swaging Exterior Door Assernbies sJaspersan®theratru.m Compliance Miatl l: Evaluation Report from a In Florida Registered Architect a a Licensed Fiords F11r20d7p-R3 Professional Engineer Praducsa Se Q Prddud Motlel. Numperor Name Product Description Quality Assu ranee CMtrrct EXDirarlon Approved for Use Aotmewed Date in HvKZ for Uss Outside HWIZ mbact Res Pressure 1 a. Ttrorna-Tru F ber,Classio and Srrooth-Star Nominal 88#39;8&q.00inpact&quot Opaque 12/31P2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door I,navirig)OutsM.9; X configurationl 2 b.Therms-Tru Fiber -Classic and Smooth -Star Nominal&8#39; 8&quetlmpact&quot Opaque 12r31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth Sidelol 0nswingrOut4wing; XO, OX or OXO configurations) 3 c. Therma-Tru Fiber -Classic and SmactMStar Nominal 6&M33,88quctimpact&quot Opaque 12/3/f2022 Yes Yes Yes WA Composite Edge Fiberglass Double Libor with or Without Skathe s (Inewing/OutalMni XX or OXXO configurations) 4 d. Thexrru uFiber-Classic and Smooth -Star Nomin2l88939,0&quCtimpact&qurit Opaque 12131 /2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door glOnsi X configuration) ) (Nome nnall 5 e. Ttlarma-Tru Fber-Classic and SmoothStar 89#39,p 8qud;lmpad&quota, Opaque 12f31/2022 Yes Vas Yec WA Composite Edge Fiberglass Single Door with SdeRa(s) Onswngtouas ng: X0, OX or OXO configurations) 6 f. Therinui Flber.Classk and Smooth -Star Nominal 8&939;0 &qudtimpact8quot Opaque 12J31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or without SidelRes (brewing/Outia en; XX or MO configurations) 7 g. Therma-TN Fiber-Clacsle and Smadth-Star Nominal 6&#39;8 &g(JcitImpacmiquot Glazed 12J31 f1022 Yes Yea, Yes WA Composite Edge Fiberglass Single Door (Insangf0utswire; Xconfiguration) 8 h. Thama-Tru Fiber -Classic and Snwoth-Star Nominal 8&#398 &quot:lmpact&quot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with S clette(s) Orrewng/Oubwing; XO, OX or OXO configurations) 9 1 Ttarrrrds-Tru Fiber -Classic and Smooth -Star Nominal 6&M.8 &waotimpacMquot Glazed 12Y3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or vathout Sdelnes (mswing/OULMerrg; XX or OXXO configurations) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&f1W 8quotlmpad8quot Glazed 12/31=2 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Outsvmg; X conigura5anl 11 kThearma-Tru Fiber-Classo and SmactriStar Nominal 8&93 ;08quotlmpecVLquot Glazed 12131=22 Yes Yea Yec N7A Composite Edge Fiberglass Single Door Wth Sidefirl Onaowng/Outswri XO, OX or OXO configurations) 12 I. Thenre-Tru Fiber-Clai and Srtwoll-Sc r Nominal 8114f1391,08quot lmpaxt&quat Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or verthout Sklelites (Ina.ang1Ours inn% XX or =0 configurations) 13 m. Thera-Tru Fiber -Classic aria Smooth-Sar Nominal 6"391 Squo1%mp2d&quot Opaque 12131 r2M Yes Yes Yeas WA Composite Edge Fiberglass Single Coca Wth &quotNcn-Impeat&quot Sidelke(s) inewlg/Outavnn9; XO, OX or OXO c nfig urations) 14 n. Thara-Tru Fib.tlassk: and Smooth -Star Nominal 681136,88quactmpaet&quot Opaque 12J31r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door weh kquotNon-Impact&guot Sidelitas (nsW rg1Ouls ixhl OXXO configuration) 15 o. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#3Q08quodmiaet8quo; Opaque 1MI12022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwth &quatNon-Impact8quot Sidelite(s) Omesi g/Outawing; XO, OXor01configurations) 16 p. Therma-Tru Fiber -Chef and Smooth -Star Nominal a8illi&quott&quot lmpaoOpaque 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Double Door won &quotNon-Impac1Agtlot, Sidelines (Iniamrg/OutsW rig; OXXO configuration) 17 q. Th.ma-Tru Fiber -Classic and Smooth -Star Nominal 8&039;8 &quak Non-ImpaclAquoL Opaque 12/31IM22 Yes Yes No WA Campbells Edge Fiberglass Single Door (I nawng/Outs irg; X configuration) 16 r. Thera-Tru Fibx-Cleesk and Smcom-Star Nominal 8&W39.8 &quotNon-Impect&quot Opaque 1213112022 Yes Yes No Ni Composite Edge Fiberglass Single Door with Sldelthil OrrswingnDutsiairrg; X0, OX a OXO configurations) 19 s. Therms-Tru Fiber -Classic and Snaoth-Srar Nominal 6&01ilil,gcot Non-Impactili t Opaque 12r3lr2022 Yea Yes No WA Composite Edge Fibeglass Double Door oath or vAthout Sdelites (blsMngrOutsiaing XX or OXXO configurations) 20 It Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390&quot Non-Impatx&qua; Opaque 1213i r= Yes Yes No WA Composite Edge Fiberglass Single Door Iln.wng/0.11-ing; X configuration) 21 a Thermal-Tru Fiber -Classic and Smooth -Star Nominal 8&#3Q0 &quot Non-impactliquot, Opaque 12nlr2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Scene(.) (InsWngroutswng: XO, OX or OXO confidurshona) 22 v. Therma-Tru Fibiii...ic and Smoott.6lar Nominal 89#39;0 &quotNwn-Impact&quok Opaque 12/31/= Yes Yes Nc WA Composite Edge Fiberglass Double Door W th or without Sidelrble Onsire ng/Outswing. XX or 01 configurations) 23 w Thentai Fib. -Classic and STaotFl-Siar Nominal 8&#398 kuot.Nm- Impactill Glazed 12J31/2(Y22 Yes Yes No WA Composite Edge Fiberglass Single Door Onsvang/Outswig; X Configuration) 24 x, Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &QuatINC IrnpactdAu0t Glazed 121'31=22 Yes Yes No WA Composite Edge Fiberglass Single Door with Sideite(s) (I nsW ng/OutsW rig; XO, OX a OXO configuration.) 25 y.Thenra-Tm Flbef-Clasieand SmMh.Star Nominal 6&#39;8&quothlon- lmpzct&quot Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglass Double Door With or without SoelRes (Inswing/Outhwing; XX or OXXO wnfigunnorri 26 i. Themm-Tru Fiber -Classic and Smooth -Star Nominal 8911139;0 &quotNon. Impad&quot, Glazed 12131=22 Yes Yes No NIA Composite Edge Fiberglass Single Door 0-mig/Outswng. X 0-figurlatlon) 27 za. Thearim n1 Fiber-Ciasaic and SmoothStarNominal S8#31i &quotN-Irrpect8quot Glazed 12131=2 Yes Yes No NIA Composite Edge Fiberglass S"le Door with S clel te(s) (InsW nVWsw rg; XO, OX or OXO configurations) 28 zb. Theme-Tru Fiber -Classic and Smooth -Star Nominal 88d139.0 &quotNon-1nVaxo8quat Glazed 12131/2U22 Yes Yes No NIA Composite Etlge Fiberglass Double Odor Wm or Without Sidekes Orrswingi0utawing; XXa OXXO configurations) Floride Department of Business & Professional Regulation Building Codes and Standards - _ Product Approval Application Detail Pape 1 d 2 157021 ,JRL4L Rik 291 on, Peril pat mm Y.rfalan auradaeeurr End-& Licari 3( �l Vi submitted fri Aponc-I Ag..I d > t. Revi.iat 2120 MI Wndow4 and Doss Brem $urger Luis Roberto Lomas Steven M U lch, PE 1QMWM20 10JOB@020 1OP92020 12/152oe 020 Apprd Caregay: Exerl Ocors r717) 385-3300 PE-62514 f717)317d454 "Catogory: SlidnO Exterior Doer Assembles be hgeigmlwd.com Confollann Method Ewluabon Repart tom a Flalda Registered AtWil t or a Licensed Florida f4iSIMAIIA-lira PraessbnM Engineer a Atli Prodrld Modat. Manion r Memo Prod cl otacrkdon Qualty Aavurance Contract Emeatgal Die AWroyW for Us. Acaroved in HyH€ Outslba for Usti NVN2 lane g Dtgm Re$want PFesaure 1 SERIES 420ALUMINUMEGD SERIES 426 ALUMINUM SGD OXO 12r312024 No Yee No WA 145-3141,qudx80&quot Not --REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OX XO. XX 12,13112024 No Yes No WA 9611901NON-RENFORCED 3 SERIES 420ALUMINUM SW REINFORCED SERIES 420 ALUMINUM 5GD REINFORCED DXO 1213112024 No Yes No WA 145.314&quat.96i ud: 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 121312024 No Yes No WA XO. XX98aquax98aquol; 5 SERIES 420ALUMINUM EGO REINFORCED SERIES 420ALUMINUM SOD REINFORCEDXXX 12912024 No Yes No NM 143&q1:1988qud. Florida Department of Business & Professional Regulation Bui Idi rig Codes and Standards - - Product Approval Application Detail 1 d2 M=1 ,,, am EnM 1 . ....Vididged 20 2" Data paroand 20 all VmVw Manufacture Centel 9eNuer & t)tsensa VatMred M Subraili I'Acolovil Approved Retan 2020 Wairo-Da4on, a cl lnli aOverhead Door Olairi K-,.h Jahn E. States Jeerey P. Arneson. P.E i DJ1220R1 09292020 IlDrW020 121152020 Approed Corpaarbn (33D)763-8121 PE-51737 (904)821-5200 Category: Estrin Doors dkomisla-yne-dahm c SuhCYage7 Sectional Exterlor Door Assemblies Ole Compliance Method' Evdutllon Report from a Flands Registered Architect or a Licensed Fields fLA8Ml1•R29 Professional Engineer Pre<WGe Sw a Pror)txt Model. Number of Nana Product Deacnodon Guam, Asau- emrad Exdrrlon Doe Aowei for Use Amravadfrusa h1 Will Outside HVHZ )iniciact R#dKM" Daska, I FElt. 3 800051OOM200 01105 Mal Max wide, 14&a39; M- height Cawing 12/312023 No Yes Yea .31.001-35.00 ."]MI. in pop orInl-ildlats asoon 10 WQWlDCM200 a1123 16801 Man width. 149M. Maxh.light. Glazing 12/312023 No Yes Yes +30.001--33.50 ..liable In top a Intomneditte seaWn. 11 60DO51OM200#1124 /68#39 Max wldh. 148#39; Max height Glazing 12/312023 No Yes Yes •34.401-3830 widia le in top or ntermodlnte sedloa. iR.Qt mm !tom Revielah 2ozo Cones Division of AADG. IM, Cexegay: Extonor Doers SubCategory: Exterior Door Components Cempllance Mehod CKMA&ah Mad a Loading FIUM'(ai.37.p■ Produda aao a Pmdu.t Mantle Mrmhr or Mama 1 607, 70T T27, 747. 7. 7, 777, and 847 Single and Peas of Doors Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entry or �.ffi. F�WNprAl�3p Tom Rattily UL LLC (641)494-2813 Ton. ralteyee.seebloy co FlushFlush. tilers. end Land Louvred single and pairs a hallow rMtal doss. raw I a 1 1f ." Qii Dam Date Paldrw Dolt vaaaateeav y; gym FBCAccanaal Apart st#gs Troy Bahop, P.E. 1211CM20 12/01202C 12212020 Approved (254) 947-osaa Quatmr As and Approveolfor Use AverovM for this, Impact D"IW Coraracl F_miratiai Data M MVHZ Outside 11VR2 Riskier P.DiMrrg 12131120M Yea Yes Yea WA Florida Department of Busamess & Professional Regulation Page 1 dz Building Codes and Standard 5 roll Product Approval Application Detail _ code ball . 0" Doi. Dd. PMrdrsu ate jyrgg Version Manufacturer: Valdese 5ubttdf5c Amroral ! $t33g3 R.vladn 2029 MI Widows and Dears Brent Sidings American ArchlteCural Steven M. Lich. PE 11/17IM20 11/17/2020 1127r2020 Approved Crepory: Widows ('I T)365-3300 Menluectors Assccidkm (717)311-8454 Subcaligi Shill Hung ostIngeraft d ea m Compliance Meal CeNtcation Mark a Lishng Qialpv Assn- A-aved for rise hourdeed fair Use (new Din fill Product Modd. Number or Name j glpn Conrad Ehldratlon Date 10 HYRZ Outride HVHL $Sp.urt Pressure 2 188 SH 52x72 Fiftna ge Frame IGJSG Single Hung 10/082023 No Yes W IM-W Laminated GIs.. i Cn 2CL U tQ� ... ca_ O O C5 ­0 n C N Ca U (u a0 C O Q O cal LL l O CU .Cn Cn a)" 0 o Q 1E i� w -0 .- �/�. VJ Q Z Z W J C= c�_ W O p il- 0 _N rs I- W x Z (13 LL LL O t C: O M Vi aC ^�`` W tr Ca E r VJ Q o U 1 s W a)C� W -0 U 3 r7> •_ a) w > M w s _ LP E C ° u >>d �W cn E ^W' W Co O 0- O V/� L U O L W U m F- O L W Z Z Z Q J d SHEET NO. PA 1.0. All'11'11'1e1 lily Ri• n o4lP a 'RTr =u1 AI Florida Department of Business & Professional Regulation P.D.6 d9 Florida Department of Business & Professional Regulation pal ell Building Codes and Standards 1262D22 Building Codes and Standards +5rmn Product Approval Application Detail Product Approval Application Data 11 2ft 2A 11111 Dab Pendina it S4B4 Entity or I= Version mmufacturer Cgdllasi Enalneer a License ValltlNed By VailtlBtea .vita FEIC Asomval Approved status S>t!ti Enter ter Bata Beta Data Bms1o¢ Bic R-iion 2020 Thermo-Tru Corporation Steve.bspers.n Lyndon F. Scfimidl R E Ryan J. King P. E. 10107=1 09/ia/2021 10/13r2f121 12n512021 Approved Mfgyetim Mansdamrr £grit Boom Warner Validated a Validated toga FSC Auctioned Approvad son Category; Exterior Doors (800)S43-7628 PE-43400 (813)76746SS Afamalin 2020 PGTlndukblee Jens Rwaraw Meml-cede BCCO -CER MbnhFDida BCCO-VAL 11A)5rA20 11N52020 11M1/2o20 Approved SubCatepory: swrigi rig Exterior Door Assemblies e)asicersonathermatru.00 Category: Ondvwa (941)48801OD (780315-2560 Compliance Method; Evaluation Report from a m drmCatagmyr stripe Hung IrosowsKigiponauarimi Florida Registered Architect or a Licensed Florida Compliance Mdhod: Ceratclai Nark Or USBng an Professional Engineer FLNZ 61RTPMdoeft llilM AaaMranm Approved for use Approved for Use imnaa geil®u Etaa Product Mods. taamr a Name oualarAssurance Praeud DesMrxlon Comalst r'pmtmtlon GIs Amrayedher true Approv.dfaUu apeag D,,k, IatItQ1L Outside NVKz Redom*A g�mrq- Sg Product Modal. Number or Name Product Description Contract Expiration Date in HVHZ Outside 14VMZ Reailaant Pressure 2 SNS500 (Large nasal. "pad) Vinyl Single Hung W1ndav 0713t1/A25 You, You Yes N/A 1 a Themhe-Tru Fiber -Classic and Smooth -Star Nomildel OSA398 aquMNon-Impad8quot Opaque 12/31/2022 No Yes No WA Gomposite, Edge Fiberglass Single Door (I nstiro"Outeiving: X configuration) 2 b. Themna-Tm Flber-Class c and Smooth -Star Nominal Stul ;8 8quotNon-I mpaor&quot; Opaque 12/3112022 No Yes NO WA Composite Edge Fiberglass Single Door wrth Sideliti (Inswingroutswirtg; XO. OX or OXO rvnfiguration.) 3 o Therma-Ton FloorClesele and Snmth3er Nominal ti81I lilquohNon-Inpectaquot Opaque 12J31/2032 No Yes, No WA Fiberglass Composite Edge Double Door YAM a wthout Sidelites (Ineorg/Outemng; XXm OXXO configurations) 4 d. Themha-Tru Fber-Classic and Snood -Star Nomire178M0 8quet Non-Inpadaquot Opaque 1213112022 No Yes No MIA Composite Edge Fiberglass Single Doer (InrdrgrOutavdng; X configuration) 5 a The] oll Flber-Claesb and Smooth -Star Nominal 76AI 8quct Non-Impaa&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sldelbs(s) OravnnglOutirwrlg; XO, OX a OXO e 1. Therms -Tau Flber-Ctessic and Smooth -Star wMinal 8&ns) Momkral 8a#39;08quot;Non-ImpedBquot Opaque 12/3172022 No Yes No NIA Florida Department of Business & Professional Rot latlon i>a P t d1 °g' Composite Edge Rborglass Single Door Building Codes and Standards 1e2021 Orwmno7Outswoo: X axdiguranon) 7 g. Thomas-Tru Fiber-Ctmm and Smooth -Star Nominal Ss#39;08quotNon-Impadaquofr Opaque 1213lr2022 Flo Yes No NIA Product Approval Application Detail Composite Edge Fiberglass Single Door with Sidelde(s) OnsemingfOuNivung; XO, OX or OXO configurations) 11,111 8 h. Therma-7ru Filer -Classic and Smooth -Star Naha) 8&#39;0 &quotNon-Impaa8quot Opaque 12/3112022 No Yes No NIAIII a 111 1 1 Composite Edge Rberglaaa Double Door with or Bale Path,.Qt go pia But, 2da Without Sidellbes(I noWnglOulaiing; XX or OXXO MW Version Manufacturer Swag EFI.I. s&Ueaae Validated Bu Validated Submitted FBC Approval Momby 0 i.Therms-Tru Fiber -Classic and Smooth -Star ppnnguestions) Nominal 8&#39;884quotNon-ImpaaBquct, Glazed 12/31r2022 No Yes No NIA Ammution 2020 PGT 1,W.Wis Jam Roso.W Mamd-Dede OCCO-CER MIml-Dade BCCO-VAL 11M12D20 1110512020 11n112020 Ppproued Composite Edge Fiberglass Single Door Category, VAndevs (941) 486-0100 (786) 315-2590 (Irwwing/Outswiq: X cordpulabon) etdhCatagory: Fixed jroatwski®pgfindueWeac 10 J. Therriul Fiber.Classic 2rd Smooth -Star Nomnal S&#39;8 Aquothlon-I mpactiLquol•; Glazed 12/31=22 NO Yea No NIA COmoOamce Mamod: Cwhileart- Mark a LWxng rxn Composite Edge Fiberglass Single Door vtth Skralme(s) (InsWrignOWsMng; XO, OX a OXO Pif24S.112/ Pleasure configurations) 'd Aareved fur use A fer tau Imsed 11 k Themna-7. Filb -Classic and SmpoBrStar Normal OillIt ilquotNon-Impecdquct Glazed 12t31r2022 No Yes No NIA §,s() Prpdnm MW.L Nanbr a N.maProduct Cruldriodoin Contract Eadration Out, oresed Beat_ In IjVHZ Outside HVHZ Btelosard larrausum- Composite Edge Fiberglass Double Door with or Without 9delt es (InsYArgrOullAwng; XX or OXXO 3 PAA3520 (Lora MlsaIN ImPed) Nrei road Wridav 04M/2025 You Yes Yas WA configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0 &quotlMon-ImpaQBquot; Glazed 12/31(2022 No Yes No NIA Composts Edge Fiberglass Single poor OnswingrOutswing; X coMIguaton) 13 m, Therma-Tru Fiber -Classic and SmccltSter Nomkel 78#W;O&quotNon-1 mpad&qurf Glared 12)3112022 No Yes No NIA Composite Edge Fiberglses Single Door with Sidelite(s) OnsWrgtOutswing; XO, OXa OXO ppnfigufations) 14 n The ms-Tru Fiber -Chun: and Smooth -Star Nominal g6 :O&quotNon4mpsct&quok Glued 12/3112022 No Yes No NIA Composite Edge Flbaglaes Single Door OrawngR]ueswhg; X mrMguendon) 15 o. Therrre-Tru Fiber -Chadic, and Smooth -Star Nominal B8#39:0&quotNon-Impaa&quot Glazed 12/31 t= No Yes No NIA Cornpoaite Edge Fiberglass Sing is Door with Sidelte(s) Onsw irgfOutsw ri XO, OX a OXO n Fiorfda Department of Business &Professional Regulation 1 pacoft 16 p. Therrra•TIu Flba•Cleasic and Smooth -:tar conhgurations) Nominal 8&#39;08quct:Norl4mpact&quor; Glazed 12r51r2022 No Yes No NIA Building Cores and Standards 110I Composite Edge Fiberglass Doubt. Door with or without Sithi es 0 nswirg/Outswing; XX or OXXO oinfigumtiona) Product Approval Application Detail Q6 mm VJanottion Reunion 2020 MI Wlndo" and Doors CMeIPev Wndm sW)CateWW. Hakomal Sider Compliance Method CaVflcatlon Mark or Laa1g E),1M'3481Aa Rrodrm Ave Prvtlte3 tlW. Ntmbr a Idme 1 H5166 Fln and Fling, Frame &96 11ee Xtn cin Asolufacturair Redeian 2020 MI Window and Door. Category: %Nhdaws abhbgarp. Hurons Carylanu NemOa Evaluator, Report tom a Flode Registered Archaest or a Ucersed Florida Professional Engineer pt.� a«u�Prsdrvw INA 2 57& P7Ww1 MOM- . NbeaN.m. Florida Dope rtment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pines I of I 1 &=21 gndn our 991 Ayt One Perdrm )ate cortam Endrava LktlN. ire AIM By Validated sudarented FBC Approval Astara Bd MAIM Beem 6nitner American Arch aedural Steven M. Union. PE ttiffli 0 10oar2020 10119=20 Approved (717)365.3300 Menufecturers Aseccrotim (717)317.8454 esiaingeranni edrom Qu illi Assurance Approved for sits Approved for Use )meal DOAM $nail d gLam in.WvHZ Outside Writ assisted forlossure 73.621 nsukt dcox 02/162024 No Your No +55)-55 Florida Department of Business & Professional Regulation Baking Codes and Standards Product Approval Application Detail Page 1 oil IMIZI EgtE - 20 Ate 1 Am Correct Endr».ra Licenseyasdatrd sir Val Submitted Fore A®royal Maoved Rub& Goal Stange We R Lams. PE Steven M. Urc h, PE 10/08=20 10/06f2020 10nfv2D20 12M52020 Approved (717) 365-3300 PE62514 (717)317-6454 lydphar@Inhad.corn Qrs(g(A}y- Answered for Us, Adooravad for use vexed 229M 1,Hv1i Outside Hima saudetaot PCesaw he Vertical M.reoum Mullin 12/312024 No Yea Yes WA Florida Department of Business & Professional Regulation Psgez&2 Building Codes and Standards loa2nl Product Approval Application Detail 17 q. Thermal Fiber-Cassic and Smooth -Star Normal 08#39;8&quotNon-Impac#&quot Opaque 1251/2022 No Yes No NIA Composite Edge Fiberglass Single Door with _ Transom(InsW rlglOutswing; DIX configuration)- 18 r. Themia-Tru Fiber -Classic and SmoothStar Nominal S8#3O;8&qu"on-Impacti Opaque 12131r2022 No Yea No NA �a en*va Bye gait gaup pen SsgE Saudi w ,port 2mi lit Composite Edge Fiberglass Sing le DoorvAm mad yatygg Contact Enl1dwi Le -a li t Validated Bb ttd FIaC A-," aaLeined mom Iota! Vwtlw Manufacture Cana& ErieY.esueaw. Vague I FSC Approval ilma &delite(s) and Transom (Imwirg/Oukxisg; 401: ReAsim 2020 James Hurdle. Building Products. Ion. Chad olacke Y. And"Tan John SouthallP.E. OiAlA 521 12/142020 OtAI&2021 ping FBC Al>Pn Revision 2020 Arolm Nick Thompson lyndm F. &timid, IRE Ryan J. Kong, RE 021732021 Oin 52021 021272021 20 04l1321 ApFraued Thermal s. Therms FtrerLlassic and Srr�tin-Star OlOX or 010X0 ozrMguratbns) Nominal 86#9;8 &quot Non-ImpaABquat Opaque I M1/2022 No Yes No N/A Corollary: Panel Wait, <aft 545-e359 PE-e1682 (352) 367-2s26 Casual Panel Wall. (330) a22-23ee P[ 434as (813} ]6?-8555 ODMPOB49 Ewe Fiberglass Single Door Huth aubCatogini Sting Oild! diercks(oJameshwd $%&Cdegory: Soffits nthanparn♦` alsido.eom Spatial (InsvoinglOutswtrg; XO, OX or OXO Carpilance Method: Evaluation Repontorn a e.c.m Conpllnea Mrhol Sasiuulm Repot from a Continuous Heed and &It eonhguratlaw) Flamm Regheared henxect co. U-sed Florida Flodde Registered Architect or e Licensed Flodde 20 t. Therme-Tru Flber-Classic and Smooth -Star Nominal 88v01till9;0 &gtotNon-ImpadBquot. Opaque 12/31/2022 No Yea Ile WA Prou.sVord Erghaer Professional Engineer Composite PACs Fiberglass Single Door with Sidelite(s) Onsw rig/OutevArg; XO. OX a OXO Continuous Head and Sill configurations) AleroadforUae AOWWW for Use Impact Dolan $Mllht. Assurance Approved for Use Aaprom fa Lt. Imam 2EdW 21 u. Thermo -TN Flber-Classic and Smooth -Star Nomiml SLI39.8 8quokNon.Impad&quot Glazed 12/3112M No Yes, NO WA sea A Product Model. Number or hams Product DesatoW Contact zxbkoln Dare In KVKZ outside HIM y¢yuen[ Pressure sharp Rmuet M,,K "Loner. Us- Produce Caacrloapn caarxr dtlrallm pals eh NVNL out" HVKZ auhrav Pre m Composite Edge Fiberglass Single Door udin OX XO, OX or OXO gl0uSill 1 Carleek URP Siding Sber-eerrwrf leD sidn9 12r3120M Yu Yo NIA WA 1 a eg1d2T8quot Sots Vent or Sdid Vill 8dlt 1211 No you No WA Continuous Hired! co; Corrtinueua Flead and SiII configurations) 2 Hard.Pbnk Lap Siding fiber-cenwnl Ia0 ska19 17/312023 Vn Yas N/A WA 2 p 6qurtNlaoee i4aqud; eofM Vent Shctl vkM SdY 11/312023 No You N. WA 22 v. Therma Tru Floor-Cliessicend Smooth -Star Nominal 8&AW;0&qua;Non-InpecIi Glazed 12/31/2022 No Yes No WA 3 c.&qua:GraenOrraz Mn" gaeded8P3e Sottr Vent or Shctl Vhyl Sets 12/31=3 No Yes No WA Compete Edge Fiberglass Single Doi with 4 d LW t:058quaF Scent Vent w Sold Very] S" 12MI 2023 No You No WA S dal&e(a) (InswinglOulawing; XO, OX a OXO 5 e. Lqua:Chorter Daki Si Veil a Solid Vey! Ste I M112123 Me Yes No WA ContinuousHesd and 3111 configurations) 8 f. &qua;Super Spen&quot; Sol Vitt or Sdid WM SPfet 12/312023 No You No WA 23 w. Therme-Tru Fiber-ClSmooth-Starak: and Smooth -Star Nominal60l aquotNon-I mi eaflquot; Opaque 12P3112022 No Yes No WA Composite Edge Fiberglass Door Paresis with Vented adal Wo) (Insw rig/OubwmaD; XX )=or XXXX configurations) 24 x Thermal-Tru Fiber -Classic and Smooth -Star Nominal 88r01t39,0 &quot;Non-Impast&quot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Door Panels v iti Vented Siddite(s) OnswanglOudinwig; XX• XXXorXXXX oanfguration.) 25 y. Themm7ru F6er-Classicand Smoo16Shr Nominal 6&ir39:8&quet;N6n-Impsd&quok Glazed 12r31/2022 No Yea No WA Composts Edge Fiberglass Door Panelsvah Vented Sidelti Ons,WnVOutwerq; XX )Oo(a)Doo( Florida Department of Business & Profeasslonal Regulation Passe 1 oil Florida Deportment of Business & Professional Regulation Page I of i bonfigurahons) Building Codes and Standards 1019M02f Building Codes and Standards AM21 20 z Therms -Tru Fiber -Classic and Smoothi Nominal 8=9;08quotNon-ImPari&quot Glazed 1213112022 No Yes No NIA Composite Edge Fibeg12m Door Panels with Vented sddba(q OnswAngrourgweg; XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail connguramms) 27 za.Thermal-Tru Fiber -Classic and Sawth-Star Nominal 68IM..6:8 Uum Non-Impaa6quit Glazed 12r3l/2022 No Yes No WA Composite Edge Fital less Single Door with 3&M.0 Sidelee(sd OnswinglOutsArq; XO, OX a OXO £4ffi Eggs 211L 29, Data P.A. Pala 1492 Entity cur 1211 All Deu Perdm An 25 zb. Therma-Tru Fiber-Chsissb and Smooth r carcgurations) Nominal6&#3g; 8&gLat Non-Inpact6quot Glazed 12/3112022 No Yes No WA min V,,Ia fact Endme&Lt.- Veadired 0, Ydd" Submitted FBC Approval Against a" jyg YanlaO Etherea Ubome Validated •0. Submitted Epargyaa �a Composite Edge Filing lose Double Door w4M Revision 2020 TAMKO &)going Products LLC Kid Ed. Robust Nbmmen John W. Knezovich, PE 10104r2i OBf292020 lan22020 12/152020 Approved Revision 2020 L.V. Thompson. Inc. doe Thompson Architectural Tony Christman Zachary R. Prat Steven M Und1. PE 09M72D20 0911fil 09=020 12115M20 Approved 3&#39;08ideliMa Onsving/OuCirl OXXO CYepay: Focal (417)624.ES44 PE-50166 (954)772-6224 Metals Company(TAMCO) (913)248-3458 PE74021 h.?i T)317-8454 configuration) Subcategory. UaaroymeNs kem_odeneteMm o.n COO": Rooting tonyagamiskowmg.can 29 zo. Themes-Tru Fiber-Chssic and Smooth -Stier Nominal8&#39;0 8quot Non -It pact&quok Glazed 12131/20i32 No Yes No WA Compliance Method: Eveustion Report tan a &*Caefpfy: Pooling Mressales met areW Composite Edge Fiberglass Single Door with 390111 Florida Registered Mehkect era Llensed Florida Integral Pad time Rtaoing 8ystam Siddee(s) (Inswingloumw4ng; XO, OX a OXO Prahssismd Enpiieen centrice Method L-vece Report tom a 30 zd. Tharne•Tru Fiber-Claeenc and Smeathaar confguratona) Nd inral 8&A;O&quotNo,4mpaaBquok Glazed 12/31r2022 No Yes No N/A Flondu Flaky Registerotl Mdnited ono ucwnaed Florida Rdessicfrd Engineer Composite Edge Fiberglass Double Door well 3a.111390 Sideldes(InsWrV/Outawmg; OXXO Qag(g(•Aseduranics, AsonsOdforUt6 A=M dfa ttea ancient atom Ei 31 in. Thela-Tru Fiber-Gasalc snit SmoirthS)ar m confguraton) Normal 7&a•39;0&quothlon-Impact8qupt Shelter 12131 rA= NO Yes No NIA s..e Product Mudd. Number or Nam ProdamB Product D.en Iaj= Out"MIM J�dro Yea No N/A WA Quality Assurance Achieved for Use Approval fa lid ap�q Qea�,( Sories Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Unsoraytnents(HVW) Rod undedaymeds nor use in FBC FnM2 O&282023 EaaE Product Oncdoian In HVHZ gaya(a� gays)gl Door with or without l&'#39:2 Sndelul(s) )urisdotbns. 1 TAMCO FlY4Ma48h Base ter Tie atTcp0lFtsdge 28 ga.$%to roofvenObda with battle 0WOeM026 Your Yes NIA WA OrswinplOuteviuhg; X. OX. XO or OXO configurations) 2 TAMKO Root Undedayreants (NON44VH2) Red.r d n.yreenls fa use h F9C nm44VH2 0602111 No Yes N/A WA 2 TAMCO Gooseneck Vea 26 ga. 09,0612028 N. Yes NIA +0/-52.5 jurisdictions. 3 TAMCO Off -Ridge Roof Vast with Barrels 20 OR. lsatc rcofventlata with Integrated bathe Ofiloom Yes Yea NM NIA 4 TAMCO Round Top Off -Ridge Vent with Battle for Tins 26 ga. stat o roofvedholor YAM be81e OSM20M Yes Ya NIA WA Florida Departrnent of Business & Professional Regulation Pala I of Florida Department of Business & Professional Regulation Pop I pia Florida Department of Business & Professional Regulation page / .11 Building Codes and Standards 117r1w Building Codes and Standards Irmozl Building Codes and Standards 125,2)Z2 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail L3Q armyg 211 0919. Dab Pndlpp Du ask &amLu AYt 2" ties P-d- 2im Code small Entry our Data Dole Date parricidal Date aka Vane Itarwhoun er Vail Submitted FaC AoaravN 9-ved E{iaM IyBe Version Bapurscture !sue rdmaksow9 Ucaaw Validated By Validated Slbhtd FBC Appmvd mulwt =yta Version Mantufacturver Contact Enainger&License Validated By Validated Submitted FBC Approval Approved stow Revision 2020 Lmunco Keplm Jet" hams L Buckner, P E. Seven M. Unch, PE 11232020 11232020 11r262020 dn0 FBC Appr• Rtvisbn 2020 earl Reading Unit- k Mdaraon Rabin ]AFR,W U amr EvaNatbrt Gay W. Wat a 11p320A 11 p22(120 1 1A5'ZOA ApprawA Revision 2020 Global Protection Products LLC. Tim Robinson lt r A.Jr., Wit a TNt J P.E.R E John W KnLszevich, E 09/08/2020 09108l2020 10/07/1020 12115/2020 Approved Catepay: Roping (501)p53-6163 PE-31242 (717)317-8454 Cabpey: Roping (8Ut)380.60g1 Services LLC. (205) 854-0160 Category. Shutters (954) MD-7545 PE-44167 (954) 772-8224 &ACategury. Rcolna Accessalea lwean klNleyr@kxnancocan aubCabgpry, R-Ing Tubs ROMNNdereonQbaal.00 BubGategpry Storm Panels Bm.robina0n®gppentcom Inept part am. Roofing System n Ci pmaa ilMethod: Evaluation Report fiom a m Compliance Method: Evaluation Report from a Compliance Named: Evaluation Report soma Product Evsiuetle n Entry Florida Registered Architect a a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer ,QgylityAaaQ�, Approved for Use MorovW fa Use FL#l7M4M Produces; AK8 B11Q. Du81M Assurance A29MAWfarUa �RM)29PonU im�iEg QrrYNAwaaae Approved for Use Anorovetl for Ike J� QqM® i6 SaYmy-Snake. spate, Gauntry But a, ✓$Sli Old Enyim Fla pit 1 Pr b- Oenve. CO12131rA30 No You MIA NIA SSeel a Product Model. Number or Name Product Description Contract Fimiratlon Date to HVHZ Dulaltle HVHZ HNC M PraSauro Eap.E Prodsp Nam Ntnhe or Naaro J• pCaused Eavinallon, Dal, In HVRZ. O ta1dHVHZ EstBem Roesler Thatch &emP; impact 1 20 Gape Galvanized Steel Storm Pan@WHVHZ Corrugated zed Steel Storm rigid 12/3112d2'1 Yea Yea Yes N/A 1 Deck-Airm DA-4 or TRl-Built Deds-Ar DA-4 Lw P.M., Pdyprwykme Plastic, Rod Vent 12H0/2025 No Yea No-9751-97.5 17 Saxony NO-&Ne. Shake tamp: Split Shake Fat PrMle- Stakfen. CA 12/31=0 No Yee N/A N/A or not loot id trcksto to Provide hurricane prolels ion. protection, Mechanically Machad to Pyrwood Dock, 18 Sax y800-Slate, Shake &amp; SPIK Shake Flat Pub- RmAxi CA 12/31=0 No Yea NIA WA 3 24 Gape Galvanized Steel Storm PanekMHVHZ Gal zed Ebel Starr Panels retained 12l31 r2022 No Yes Yes MIA 19 Sarong f00-smoke, Slate &amp; spit Shake Flp1 Profile- Stockton, CA 12/312020 No You MIA WA or not by tracks cks to or not by ir�ka to provide hurrk:ane protection. 20 27 Seanyy700-Shout. Side&amp; Son Seek. Titles Eap.na I llvealma Flat Profile- Pluto, CA 12rJ1rAZ0 HighPraha- Katy. TX 12/3 0020 No N. Y9e Yea NIA NIA WA WA 28 Nila Low Profit. - Katy TX 121312020 No You NIA WA Florida Department of Business & Professional Regulation Page I of n ! Florida Department of Business & Professional Regulation pope I oft Florida Department of Business & Professional Regulation Pia 1 r2 Bulldlrig Codes and Standards 117=1 Building Codes and Standards 1n/2021 Building Codes and Standards 1oullml Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Spit 1 Nor Batt Bat Ciao PNndna ate SA9t lama or Ain AYt Dan, Pend Ssii Sill or Bel! But Date 20 IVg ygy(pB Manuteewre famdn.r & ueaaa Vdaata,d ev YYIIMIW d FBC AmrmW $1a19a IV)g Venipn Manubcture Yaa YMMsla1 Cr )(au+reg FBC AmmvN I-n dew ;ae61a Iyga Y>adgo Manufacture Srontsil Ennalselor A, Ydld.tW ed vdlml.d iffi FOG Apprayd EBPlpaBi g{agal Revel. 2020 Alpha Stuart Lewd ICC Evaluation SoNee, LLC WUlarn M. Ranieri. PE 10/312020 i ornm20 1117S2020 1111612020 Approved Revision 2020 Cemmadd Concrete Produa9.ine. Robert GUI. Samuel A Greenberg John Ha/ 17rie1A20 12tiermzo 122WO20 ping FBC Appr, Re Arlon 2020 Mi Inc. Erin Yvaklen ICC Evaluation SeNce, LLC ICC Evaluation Sell 06M V2021 gall OrA21 0&12/2a21 Approved category: Structural Componeras 1321) 710.3377 1407) 681.1917 Caagoly: structural carloweras (613)659.3707 PE-34245 052) 588d311 Carepory: Structural co ponarts (952) OW8635 LLC. SubCaleary: Truss Plates eI.MYQebeneev.mn aL'bCatuai ly: Products Introduced a. a Reault of precaetgeter@ishoe.com emCrapop' buss PIYm ewaldnlgtmil.eom (205)389.8800 compliance M4eIW: Evaluation Ripon fresh a N.w T.0ndclly Compliance Method: Evdudlan Report from a Product Evaluation Entty CoMilM N44hW: EvMuwlm Report Pan a Product Evaluation Enter Florida Registered Architect a e U-sed Flodde PLi1904t7 i4edsoa ` Profesou ..I Engineer f1#2197•Ra Pradads AMA Pioducl Model Number ar Nwau Qudav Assaeraa Product Description Caaraet ERdrtllptiOre Arvmro In for HYHZ Use Approval Outside not use HVFIZ Impost, tb3lmMg i7esMg 1 P(*t774X6Red1ret8 Assaarmce Approved for Use Appraise fause Impact"ICW seas Proaucl Model. Nam,aName oudavgsatatin Conrad E112022 Gate VH Cgs AOuti g)You to Us. r ) dear � J+raseura. 1 mat SCCJAIplm. Nigher Strength(H&amp; S) Most Connector Plate 12/31/2024 Yes You NIA NIA Sw # Qyajev Product Dissertation Contad Ehnerotlen Date jRJLYtJI OutsideL ) 2imm Pom- 1 M1BAH5 18 a. hlpn strength lass connector pole 12131/2022 You You NIA WA 2 ITW SCGhlplm lens plot. Metal Connector Plate l VV2024 You, You NIA NIA 2 M1 8SHS 16 gal sups hey) strength truss connector pate 12J312022 Yes Yes NIA WA 3 nW fiCGlApim bx Tru Moral Connotes Rub 202 IV314 Yea You N!A NJA 1 Ouahy Proms mmcrete or Coerdal ConProducts Pread tl Prestressed Continuo Untea 125r2 05024 No Yes MIA WA 3 MI 16 16 go truss cononnecor plate 12r31/2022 Yes Yes N/A WA 4 ITMrBCC.fAplm W- Metal Conxta Plate i?1312024 Yea You MIA WA 4 MT18HS 18 ga. high stlengm lass Conned. plate 12r312o22 Y. Ye. N/A WA 5 MT20KS 20 ahigh strength nor cennoda date i 2/312022 You Yes NIA WA a TOR MT18 /8g.. kuesmnnedorpteles 1213iAll Yoe You NIA WA 7 T1.20. Mr20 20 ga. lives connector plates 12/31 r2022 Yes Yes NIA WA Florida Department of Business & Professional Regulation Papal of I Florida Department of Business & Professional Regulation Page I .f2 Building Codes and Standards 117r1 Building Codes and Standards ac?"21 Product Approval Application Detail Product Approval Application Detail Satla EWOIat ICI Baia BM, Placed, ow. SSiffi 4 - Qt! late Ore IYndpp pat TIM Y9e19D aWadum Submitted PBCAD*rmw ADDM sms TM Verde a txwuey.tldeled eat yagiatg subIDiCffi FOC Approval Apollo ytd ANN Revision 2020 CAST-CRETE USA, LLC Crag Perth. MIurN-Dad. BCCO - CER Miami -Dade 8CCO- VAL 112orl 1027r2g20 1127M020 Approved Ammmtlon 2020 Mph. Aluminum, Inc, Jane Save Luis R. Lmas Stews M. Urc h, PE 11hisi h nnd'2020 I1202020 Approved Caurgi Suucturai Corparents (813161 (7B8) 315.2590 Category: Panty Walls (4071 SW2008 PE-62514 (747) 317-8454 SLbCanigic Rauch introduced asa R... W Cpmn.&.staete.com BubCategpry: S.IBts elpheeluminrrnincayeho New T.Ondagy Compliance Method: Evaluation Repot tom a a he m Carpllann method: Garin" am Mart or Using Florida Registered Mdifled or is UarhsW Florida surreal Plasm Rdas.icnd Engineer fill.a Prntluct MWN. Mawr or Name l Cahtral lxdratlat cede In, Ill A-rowl Outside for Use KVFIZ Imped assistant g Pressure - gtMLayAssaalca ArMrovetlfaUee ApOrOYWfor Use inima tiYtlMi 1 HUM Strength Concrete Lhtels 4, 8, &. antl 121nch wide INas 0521 f2022 Yes Yee WA WA tilafl RadAi tlanm Nnerbr a ram.Product Central Emirdtm Oats IB.11" 26991ILtIO&Z R"U l I Kandla 1 Al. Aunnum 8ditl eartp: VeNeO Aluminum ao#d/ Alpha Aluminum Sdid&unni Vented Atanhum 07/30ilti No Yes No WA CMU &anlp; Wtad Some CLU Sang; Woad C&M Revisio 2020 MI W ridtsss and Doors Consul Widows "Category., Fast Conpllann Methott Codification Mark a Listing Flatis349.RtI Pradwut and A Product Modd. Number Or Name 1 165 RW Florida Dope rtment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Mond or Conrad JOM Validated &ant Snlrgw Amadcan Archaectunl Si M. Llder, PE M t717)385-33Menutacturrs Association (717)317-8454 bUdnger®miwd.com Page 1 or 2 Ih2021 &ett DNA Dwe Poind. Age maigto Submitted FBC Approval Androwdtextli 11422/2020 1112211o20 ll2a=20 Apaued amwx A ..unidfor Use Aomeved for Wu am" 2adW Product Deacrkdo Cadruct llmaetlai Date In HVKi Outside KM Eery Pressure 73. 721ndsted Guess (MAM423 N. You No •ew-64 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Paget at 1102021 page 1 d 2 1102021 Florida Deparbnerd of Business & Professional Regulation Page I ell Building Codes and Standards +&2021 Product Approval Application Detail Sr96 EI>ItlJtg[ QffiE Bit BakPffiflOg Zit Type Verdun Manufacture Conrad Calmar i Ueonae Validated By Validated RCmat40 FBC Amravd APPM d Statue Rewalon 2D20 Flodde Mittel Prod,eN Inc. Clark Janes Jam4a L. Sucker. P.EC Steven W Unkh, PE OW4?2020 O&OSM20 10)042020 12MGM20 Approed Category: R cuing (904) 783-8400 CBUCK Engineering 1717) 317-8454 6ubCaleary: Reeling Moeswries the ant On dee0fi_.eom P&31242 Imegr l Pamofth. Rating&ow. Compliance Method: Evaluation Repot from e Floc d. Registered Meal or a Ucensed Flodde Fidel ..I Engineer FL42tgBB412 Products QuadhiAag(agg Approval for Use Approval fa late Asia Roduet Ypemi Nam, er Hum. luyVHZ 2AgdLmm Raddelard Ruture 3 3- FLAMOO aq":RV 10 Ridge VedBqud: Aluminum Ridge Vents for Probed root fabricated 121 No Yes No WA from a 025' Aisni Florida Department of Business & Professional Regulation Page / d 1 Building Codes and Standards V25M22 Product Approval Application Detail Data Pliffullina EEng 20 I= Version Manuffecdllffi mft eer&LJcense Validated By Vailtl�ated Su� d FBCAouroval a Contact AggL4Ygg $tatY.i Revision 2020 All American Shutters and Gkws Mike Barbieri Frank L. Bernardo, RE Troy Bphop, P.E. 10/2BP2020 10115=20 11IM2020 12/15/2020 Apprwod Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0880 SubCati ly Storm Penal. inkebilliallamericanehutte Compliancelillemod• Evelusfionh Reportfroma lawn, Florida Registered Architect or a Licensed Florid Professional Engineer mainitufmom SQQ Product Modal, Numb, or Noma shiner A ssuanc r ooroved for A Use Alta roved for Una Product Description Contrfsct Expiration Debi in HVHZ Outside HVHZ lmMoct Resistant BBfIgIl Pressure i 249a Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12(31r2D22 Yes Yes Yes WA Fbnda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Free I a 1 &f412021 Ss4t Eattyir ➢as gas DOD parl mt Mae Val fQgufdu,L SaDatd ! YillglNtl @C YJB gales r FRCAMWA dgMaId status Revision 2020 Weyerhaeuser Rob edavnn IOC Evaluation SeMce. LLC Ian Letil P. E. 02A2r2021 ID1132020 02/03M21 Approved Crepay: slflldMd cove" its 1253)924.6478 We) 839.328a SLOCaUgory: Engineered Lumber Rnbert.aeldedn�w.yedu Compliance Method: EVdOMion Report from a eusw.c.n PL#Mml Product Ewlua lm Emey Praducu Bea! it" ct Mort, Nam, a Name A Proaxl Description Qeller AiMEAsg Accounted for ll Approved anHJRIL OLadde for the NVKZ Imeea EtslMelt pool - $�llt i Mvalem LVL LemlhdW Veneer lumber D3/31/2023 Ito Yes NIA WA 2 Pardlam PSL Parallel Shand lambs 031312023 Nor You NIA WA 3 11mb.-Sil LSL LmN1siW stand Lumber 03/312023 No You N!A WA 4 TJ Film Board Structural Composite Lumber a Oriented Strarhd 03131=23 Nc Yes N/A WA bound Pom Boca 5 Mby rhaeuser Rim Board Orsini Srend Bcad Rim Board OMIM023 No Yes NIA WA -6-+ CD cn (0 a) U N C • Co0 C i� ) a- cn Q% O O C O Q O W O CU U_ .�^' N 1E W U) ^U^,, Q O -0 . - 'U V l^ Q. Q Z Z W J C 4 a) Z tat > O N O M alleaue a X a_ Z Q ae- -' N O N c-NY ) Q) (ni E a Q O S N>_ N L)(D .G W > •- I:d a1 CL Of a 6 O C U F 5; a: °W L a) E W Z u) C90 C V > > CL CL O � U O Y I U CU m =:3 Q p. L a � z J z Q C�/•sJL.a SHEET NO. PA 1.1 "lit 11111111IF!111 IM1111 11 1 N U) CD U O -1- O • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 • � Simpson Strong -Tie 2020 FBC Approved Products Updated 121 W020 • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 • � Simpson Strong -Tie 2020 FBC Approved Products u Pdated,zr3or2ozo W O N Q CM For direct Inks to ail SST approvals Wed below, CLICK HERE. � For direct Inks to all SST approvals listed below, CLICK HERE � For direct Inks to all SST approvals listed below, CLICK HERE. C= For direct Inks to all SST approvals listed below, CLICK HERE � CD For additional Information regarding FIOrida's Statewide Product Approval System and Mani -Dade Canty (NOA). CUCK HERE. Notice of Acceptance (N . Far additional Information regarding Fionda's Statewide Product Approval System and Mani -Dade County id Notice or Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NON. CLICK HERE. , For addtlonal information regarding Florida's Statewide Product Approval System and Mali -Dade County Notice of Acceptance (NOA). CLICK HERE. FL#2335-RT FL#io446-R6 FL#10436-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- =3 CU cu a) 9/16" and heights ranging from 4-5116" to 11", Concealed flange (� Modal. Number or Name Product Description Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O (:5L gy 1 ejQduct Titen Stainless Steel Concr& Masonry Screw ete (TTN-SS} 1/4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 6T, BTB, BTH BriokTies greater than 39/18" O >,..- 0 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12: CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718• to 3- 5_ q 3 AP844, AP644R, APV866, APB66R, AP888, AP888R, AP81010, AP61010R, APV844, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". � 0 _ FL#9589-R6 APV844R, APVB66: APV866R, APVB88, APV688R, APV81D10, APV0101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers (a O �:-. �� (U 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers N (� -0 O 12" Product Model- Number or Name Product Description APVDJT2R-6 6 OSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers , - E 0 Q% 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, His, HIES, H16-2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" llo 4- Q) L Q- 2 SD9112, SD9212, SDI0112. SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APV74, APVT6 Outdoor Accents L and T Beam-to-Coiurnn Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder T-ledow 5/8" and heights ranging from 3" to 10.15118 (n O :E 3 SD9112S8, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210.. APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3SDS, MGU5.26-SUS, MGU5.50-SDS, MGU5.62-50S, MGU7.00-SDS Face -mount hangers Face (� ♦+/-1e Q 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5, HSS22-SDS3, HSS2-3-SDS3 HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers -mount hangers available in widths ranging from 1-9116" to 5- s] v J SDCF221134, SDCF221334, SDCF271958. SDCF272358 9 CBT2Z: CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15116" to 19-11tZ. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SOCP271400 11 DJT14 Deck Joist Tie 13 HTSQ18KTZ HTSQ20KTZ Heavy Twist Strap 2D SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFiA Light Floor Tie Anchor 9118" to 3-9/18" and heights ranging from 3-If16" to 13-3/4", 7 SDS25112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FCA, FOS Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. SDS25500; SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 8 SDS25112SS, SDS25200S5, SDS25212SS, SDS253ODSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTS20, LT84C Brkfging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 15 H2A, H25T. H8, H10A•2, HIOS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Lght TanstStrsp Wand heights ranging from 2-5/8" to 11•lX' 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FLXI0007-R8 19 KSS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36-. MSTA49 Straight Straps FL#10567-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 4yg" Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6863 Pre -Bent Straps a Product Model- Number or Name Product Description 1 ATR318, ATRUZ ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skswable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS'20, MTS24C, MTSW, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30'. 3 BP318-2, SPl12, BP112-3, SP518-2, BP518.3, BP3/4, BP314-3, BPRTUO3-4 Bearng Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2xl2-15 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW1/2; CNW518, C WirN4, CNW518-1/2, CNW3t45/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2,37, LSSR2.56. LSSR210.2, LSSR410 Field Adjustable Slopeable/Skevvable Hanger 27 RCWB12, RCW814 Wall Bracing 118" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD55, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/Z'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4.. SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTU04, RTUD48. RTUD5. RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2e-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122, Sf2115; ST2215, ST6215, ST8224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1/7. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Dawn 34 TB20, T1327, TB30, T1336, T642, T848, TB54, TB56, TB6O Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TW81G, TWB12, TWB14 Will Bracing 114" and heights ranging from 11-114" to 37', 12 URS5 518" UpIIH Rod Run Tiedowm System 34 STC. STCT, OTC, HTC4 Truss Clips 38 VGT. VGTR, VGTL Variable Pitch Girder Tisdown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-78" 13 URSO 3/4" Uplift Rod Run Tiadown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106. WBI OOC, WB126, WB126C, W6143C Well Bracing and heights ranging from 8.112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-14'to 7- If8" and heights ranging from 11"to 32' FL#1 iy1g1-R6 FL#'10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 1/2" and heights ranging from 8" to 30'. sag i Product Model. Number or Name Product Description S%gKj Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down sag # Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, CBH2.370.63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-10to 28". 2 HDC1014, HDC1G/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDO8, HHDO11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9118" and heights 718" and heights ranging from 7-lt7'to 32'. 4 HDU2, HDU4, HDUS. HDUB, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81. HHRC44, HHRC5.25Y3.25.. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518• to 7- 9118" and heights ranging from 18" to 26' 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1,81, HRG22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8- to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28.. LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS. HHGU5.62SDS, HHGU7 00.SDS HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-118", 10 PAI18, PA123. PA128. PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Sdopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDI ORJ Strap -style hold-dovvtl 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5 50110 Face -mount hangers 112" and heights ranging from 3-7118" to 15". Concealed flange 12 STHD14. STHDl4RJ Strap -style hold-down 10 TC24; TC26. TC28 Truss Clip HHUS725/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422, THA426, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- tTV N 12 THAI1.81122. THAl2.O6f22, THAl2.1122, THA1222, THAI322, THA13522: THAI422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318" to 29' 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 H WPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- CV 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-318" to 32' .- O 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- •,�, r` Q 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19.1/4". Concealed flange 5/8" and heights ranging from 9-1/8" to 16' ("I) 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights U IN 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 53/B" to 7.14' m X 10 HUCQ1.81/9SOS, HUCQ1 61111-SDS, HUCO210-2SDS, HUCQ210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights u- (1 SDS, HU00410-SDS, HUC0412-SDS, HUCQ5.2519-SDS, HUCQ525/11-SDS, HUCQ610- ranging from 9-3/18" to 13-118" (::) 6- SDS, HUC0612-SDS IN Z O M V N c Y c r �Q Q s m 4� cp 3 > C U O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 � Simpson Strong -Tie 2020 FBC Approved Products updated 12M/2020 T V O � ®For direct inks to all SST approvals listed below, CLICK HERE ® For cited Inks to all SST approvals listed below, CLICK HERE ® For erect Inks to all SST approvals listed below, CLICK HERE � fa direct Inks to ell SST approvals listed below, CLICK HERE > > •r- W For additional information regarding Florida's Statewide Product Approval System ana d Man -Dade County Notice of Acceptance (NOA). CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Main -Dade Canty Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Marini -Dade County Notice of Acceptance (NOA), CU ICK HERE, . For additional nfofrnabon regarding Florida's Statewide Product Approved System and Mami-0ade Canty Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#114WR8 18 S/LBV1.56, SILBV1.81, VLBV2.06, S1LBV2.37, SILBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adheslee Anchor for concrete ranging from 5-318" to 15-116"_ SfLBV3.56, SILBV3.62. SiLSV4 06. S/LBV4.12, S/LBV4.28, SILBV4.75, S/LSV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2-OSS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights $tg_J Product Model, Number or Name Product Description 19 SfLTT20, StOTT24 SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-118". 1 HHUS210-3, HHUS2110-4 Joist Hanger 20 WST60, S/MST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1t2' 3 HUCO210.2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/Z' 5 THGQ2SDS3, THGQ3-SDS4.5, THGQH2-SDS3; THGQH3SDS4.5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16 fo 5- 6 THGW33, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. TH037212RH. Titan HO Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8" FL#11473-RS FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- JW Product Model. Number or Name Product Description JW Product Model. Number or Name Product Description FL#16230-RO 118" and heights ranging 9-114• to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SOSG; CCTQM5.50-SDSG, CCCQM3 62SDSG, CCCQM4 62-SDSG, Sea # Product Model, Number or Name Product Description 3 H18,H1BS,H16-2;H1e-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XPHgh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4<T, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET•HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD55DG-KT, ECCLRQMD3.62G-KT, ECCLROMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry ka Product Modal. Number or Name Product Description 6 HGAM10. HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (ST62) Strong -Bch 2 Wedge Anchor for masonry ♦� i ABA44. ASA44R, ABA46, ABA46R; ABA86. AGA66R Adjustable Post Base 7 8 HHETAI6; HHETA20, HHETA24, HHETA40 LGT2, LGT3-SDS2.5, LGT4SDS3 Heavy Embedded Truss Anchor Girder Tiedown 3 4 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUMROO LGUM26.2, LGUM26.3, LGUM2", LGUM28.2, LGUM28.3, LGUM28-4, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titen 2 (TTN2) Titan HD (THD-H4SS, THD-HOSS, THD-CSBSS) Titan 2 Screw Anchor for Concrete Titan HD Heavy Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46, ABU461R, ABU5.5, ABU5.6, ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base -Duty ABU88R, ABU1010. ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABVV7.7 Adjustable Post Base 10 META12, META16, META18. META20, ME-TA24 META40 MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.56lL25, MBHA3.5619.25, MBHA3.56/11.25, MBHA3.56/11 88, MBHA3.56114, MBHA3.56116, MBHA3.56M8. MBHA5.5(3R25, To Flange Beam MasonrY P Hangers 9 7 TRen Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for Co 4 AC4, AC4R, ACE4, AGO, AC8R, ACE6 Post Cap 11 MSTAM24, MSTAM30, MSTCM40, concrete or masonry 5 SC4, BC46, 5C4R, BC6, BC5R, SC8, BCS2-214: BC523/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.5019.25, MBHA5.5011125, MBHA5.50/11.88. MBHA5 50114, MBHA5.50118, e C844, C846, CB48, CB66, C888 Embedded Column Base MBHA5.50/18 7 CSSQ44-SDS2. CBSQ46-SDS2, CBSQ56-SDS2, CBSQ86-SDS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56111,25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, MBHU3.56118, MSHU5.5019.25, MBHJ5.50111.25, MBHU5.50111.88, MBHU5.50/14, Masonry Beam Hangers FL#16937-R3 `V 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-1/4" to 94 2• and FL#11496-R5 W2 ranging from 3-518" to 7-112" MSHU5.50116, MBHU550118 sea x Product Model. Number or Name Product Description 0 9 CCOSDS2.5, ECCO-6DS25 Series Screwed column caps with W1 ranging from 3-114" to 9-1/2" and Product Model, Number or Name Product Description 1 X3481016-SK; X1 S1016, X181016.4K, XQ1 SI OI6, X01610f 6-4K 410-16 Strong -Drive X Metal Seel -Drilling, Tapping Screws with tits L� bV2 ranging from 3-5/8" to 7.112" 1 DTT1 Z Deck Tension Tie Drill Point Q 10 CPT44Z, CPT66Z, CPT88Z Concealed Past Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-RO 2 XL0114T1224, XLQ114B1224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EPB44A, EPB44, EPS46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 1­11)38, HD5B, HD75, HD9B HTT4, HTTS, HTT5-3/4 Bolted Holdowns Tension Ties S # Product Model, Number or Name Product Description 3 XMQ114S1224, XM011481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head Al2-24Strong-Onve XM Medium -Head Metal Self -Drilling, O Q 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SOW22458, SDW22500. SOW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 1PC42, LPC6Z Light Post Cap SDW22634 4 X0114S1224, XQl14B1224-2.5K XI 14S1224, XQ112S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6-6-0 Drill Point U is MPB44Z, MPBWZ, MPB88Z Moment Post Base 2 SDWC15450; SDWC15600 Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46, PB66, P866R Embedded Post Base FL#13626-R5 3 SDWH19300DB, SDWH19400DB, SDWH19600DB, SDWH198OODB, SDWH1910DODB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34B1016-51K #10-16 Strong -Drive XU Metal Self -Drilling. Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SOWH274000, SDWH276DOG; SDWH27800G, SDWH2710DOG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 1s PBV6, PBV10 Round Post Base .0a" Product Model. Number or Name Product Description SB Anchor Botts 5 6 SDW516212, SDWS16300, SDWS16312, SDWS15400 SOWS19600, SOWS1971Z SDVVS22400,SDWS225O0;SDWS225l2, SDWS225W Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC44-16; PC46-18, PC48-16. PC64-16, PC65-16, EPC44-16. EPC46-16, EPC48-18, Post Cap 1 SBS/8x24, SB7/8x24, SB1x30 -Drive (Interior EP084-16 EPCSB-18 2 SSTB16, SSTB20, SSTB24. SST828, SSTS34, SSTB36. SSTBI OIL, SST62OL, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS22100Q SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 16- 20 PC4Z. PC4RZ, PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SOWS22300DB; SOWS224000B; SDWS22500DB; SOWS22800DB, SOWS22WODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea.# Product Model. Number or Name Product Description 21 PP0444Z PPS"6Z Post Base 8 SDWS22312DBB, SDVVS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, OSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector (� 22 RPBZ Retrofit Post Base FL#113872-114 9 SDWS27300SS, SDWS27400SS, SDWS2750OS3, SDWS278DOSS, SDWS278WSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC645.5, FCB47 5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector jnv SDWS271000SS, SDWS271200SS 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing#o-CFS Sell- V�� 3 X Product Model. Number or Name Product Description 10 SDWV1340D Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3481214, SD34B1214-5K FPH Drilling, Tapping Screws F1.010866-R5 1 CMST12, CMST14, CMSTC16, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC225, SFC4 25, SFC&25 Steel Framing Connemr 2 HRS6; HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24; FHA30, MSTI26, MST138, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSCZ25, SSC4.25, SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors gee X Product Model. Number or Name Product Description MSTI48, MSTI60, MST172, S/MST27, SIMST37, SIMST48 HTS30, HTS30C Heavy Twist Straps 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector ell 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, FL#15363-R3 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTAI8, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47.5, SCB4S5, SCB411,5, MSC845.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, 01-148-6, GH48.8, GH410-6, GH410-8, GH66-5, 01-166-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST212Z ST2115, ST2215 Straps 33 mil (20 ga) IgyI Product Model, Number or Name Product Description 8 SCS32-519T SCS62-5/97; SCS62-5f118, SCS82-5/118 Bypass Framing Connector ■ 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS ISS5; AS1888 18 ga Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GLB5A, GLB58, GLB5C, 01-650, GLS7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L� 5 OLBT512; GSLT612, GLBT516, GSL7616, GLBT520, GSLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS•20 20 ga. Truss Plate 11 12 SS83.518 XLSH34B1414, XLSH78B1414 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plata 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector #14-14 Strong -Drive XLSH Shouklered Setf-Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder-Tiedown 10 MSTC66, MSTC78, STS238 Straps 88 mil (14 got) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016, XQ1 B1016-4K, XQlSl214, X01R1214-3.5K, X07881224, X07881224-3K, #10-16, ill 2-14, and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 St81.56, S1131.81, SI82.06, SB2.37, S/B2.56, SIB2.68, S183.12, S1133.56, S1B3.62, S/B4.06, Top Flange Joist Hangers PL#15730-1i4 XQ114S1224, XQ1I4B1224-2.SK XQ112S1224. XQ112131 224-2K, X346101e-5K, X1S1016, XIB1018.4K, X1S1214, X1BI214.3.5K Tapping Screws Q 13 SB4.12, SJB4.28, SJ34.75, $1B5.50 S/BA2.1218, SIBA2.1211G SIBA2.12/12. SiBA2.12114, S/BA4.18/8; StBA4.18/10, Top Flange Joist Hangers 2af Product Model. Number or Name Product Description Z J SIBA4.18/12, SJBA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-76, GW-100, GTH Gasactuated fasteners and assemblies Q 15 SIHOSS, 811-1088, StHDIGS. SMDIOB, S/HD15S, WHO159 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 SIHDU4, S/HDU6, S11-IDU9, S/HDUI1 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SlJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. PA 1.2--- ---I - 1 - II ns,•q . (i i G7 C0 a) U MIAMMLIADE ra l`uDA�ECtotTl�FIY PGT Industries,1w. PGT Industries,11W. L- PRODUCTCOii MOL SECTION PGT Industries. attar. N ca. Q � 11905 F s� lxoom474 NOTICE OF ACCEPTANCE: E%�ENCE SUBMITTED NOTICE OF ACCEPTANNCE: EXTIDENCE SUBA11TTED � M Bt]i.4RD A1MD CtWE ADMII�iiSTJ;A.Ti€tI4 DTEISgDPi DEPARTNOff OF REGUIATORY A" C RESOURCES �y T t7$e0 3 i� st#a �333 15-2349 NOTICE OF ACCEPTANCE: EVIDENCE SUBbffrTED D. AL1TT ASS[TR.4��TCE Q1 � t� � � Qi U '` D � '*'' .Cn NOTICE OF ACCEPTA:'"�CE (-NOA) WWWM"Mdnde.1t*y eo�c ) 1. Evidence submitted under previous NOA A. DRAS'1'L'qGS 1- Matntfactunes. die drawings and wetiims. B. TESTS (continued) 5. Test report on 1) Air Infiltration, Test, per FBC, TAS 202-94 1 _ Miami Dade Department of Regulatory and Economic Resources (RER)_ Ca N -0 UO -0 _0 0 O - • O (DNorth �- = � PGT iadasairs, Inc. 1070 Techafty Drive, Venice, FL 34275 (Sribmiffed under YOA N & 11.-0107 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. i'� ATERLAL CERTMCATIONS 0 - SCOPE: 2- Drawing No. s3►iD-5570.0, titled '-Vinyl Sliding Glass Door NOA ', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No.1"528.1d issued to Vision Extrusion Limited for their co �_ co 0 11mNOAisbeing i�sstedunkrthe applicable rules and reguUh msgoverningtheuseofconstructionmatetials.Mw through 21 of21, prepared by manufacturer, dated 10,1}5/15. with revision A dated 4)Large Missile Impact Test per FBC, TAS 201-9 '% -A a Rigid PVC Exterior Extrusions for Alindews and Doors". dated09-13!15. CU O O ,W � docuramts ionsubmitted has beenrei�iewed and accepted byM art -.Dade County RER-Product Control Sectionto 04i05f17, signed and sealed by A- Lynn Miller, P-E. 5) Cyclic and P� Loadingper FBC, TAS 203-94 expiring on 09/3W19. � U � L- beused in MtamiDade Courrey and vt3rerareas where allowed by the Authority Having 7uxis&ction (AHJ). 6) Forced Entry "Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limmited for their -17E Cn "O CU Q 'ibis NOA shalt not be valid after the eapir on date sta�edbelow_The Miami -Dade County Ccamtrt Seeaom B. TESTS along Frith marled -up drawings and installation diagram of vinyl sliding glass door, prepared 1001� Tan 202 and fighter Shades (lion-3;'idte) Rigid PVC Exterior Extrusions for I- � .� Cn Q (In Matm Dade County) andlorthe AHJ (ffi areas other than Miami. DadeConnty) reserve the right to have this 1: Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Tab_ Inc., Test Report No- FTL W549, dated 11106fl.5, signed and Windows and Doorx,', dated 1210.8,16. expiring on 1212 2 L product or material tented for quality assurawepurposes_ If this product or material fails to perform m the a ccepted 2) Lange Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis thtega, P. E_ (Pest tupc►rt revised on 12/04/15 and 02,`11/16) 3- Notice of Acceptance No.11,4528.15 issued to Vision ExtrusionLimited for their "Brown manner, themainfacturerwill iti=theexpense ofsucht%stingandtheAlUmayiminediaaelyrevoke, modify- or 3) Cyclic Wind Pressure Loading per FBC. TAS 203-44 6- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) Alike Rigid PVC Exterior Extrusions for swpend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with -up drawings and installation diagram ofvinyl sliding glass door, prepared 2) Uniform Static Air Presses Test, per FBC, TAS 202-94 Windows and Doom", dated 08113115. expiring on 09/3019. acceptance, if it is detensaaned byMiami-Dade County Product Cool Section that this product or material fails to by Fenestration Testing Lab. Inc., Test Report No. FTL 8717, dated 111V7,11 5, signed and 3 Water ResisTest, FBC, TAS 202-94. ) mace � 4_ Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, meet the requntments of the applicable budding code. This product is approved as described herein and has been designed to comply wilt the Florida Budding Code, sealed by Idahuis Ortega, P- E. (Test report revised on 02/15/16 and 0224116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their ` T.VN 3040 and Lighter Shades (Non-Mli t+e) Rigid PVC Exterior including the High Velocity Hurricane Zoe_ 2. Test on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 Extrusions for Windows and Doors" dated 09115r 16_ expiring on t1?�'04121. DESCRTPTI©lti: Series -�70J277�D"'4"��-1 Sliding Glass Dour (Reinforced) �rhso lei° & 13�'t'°' corner-L.3i3. 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 with marked and installation d of 1 s door, P � ��1 '�Y shy prepared 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutes USA, "Bronze APPROVAL DOCII- A0EXE Drawing No. MD-S{ {{I.D Rev B, titled "Vinyl Sliding Glass DoorNOA (LK-. sheels 3) Water Rye Test, per FBC. TAS 20294_ 4) Imp Miss& Impact Test per FBC_ TAS 20194 by Fenestration Testing Lab, Inc.., Test Report No. FTL 8552, dated 12104115, signed and sealed by idahnis Ortega,P. E_(rest report revised on 02115201 Inc_ for their and Lighter Shades of Cap Coated Rigid PAC Exterior Extrusions for A -endows and Doors" dated 091546- expiring on 04,1&70. 1 through 21 of 21, pseparedby mam%&ctmw. elated 10;0M 5 and Last revised on On 1121. signed and sealed by 5) Cyclic Wind Presmr Loading per FBC, TAS 203-94 7. Test report an 1) Uniform Static Air Pressure Test. per FBC, TAS 20294 6- Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration, Solutions USA, A. Lynn M lUer, P.E_, bearing the Miami -Dade CotnntyProducdCoutrd Revision stamp with the Notice of 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated Acceptance number and expiration crate by the Miami Dade C- aray Product Control Section. °d al withnnIed- draw and instWlatica d of� 1 slidingdoor Wind 3) Cyclic Vtrmd Pressure Loadingper FBC_ TAS . 03-94 08�1C}1i7, expiring on 02128/18. IATLtiG: La and StaaUl�rsstle aetReiistatit byF�ion Testing Lab, Inc., Test Report No -I n 8546. dated 11fWIS. Signed and along with maid -up drawer and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-70(A), 10-MM0527. 535753-09. per A.STME-84, Limitations: i Setable 1 sheet 7 and table 2 sheet S for able SGD unit sizes. des" r cemen� ( ( appdic � p�� types, sealed by Idahrns Ortega, P. E. (%et report revised on 01104116 and 02'1112016) � by Fenestration Testing Lab. Inc., Test Report No. FTL 5638 (samples A-1 thou A-22), dated ASTND 1929 and ASTUD-635. issued by EXOV'A to Vision Extnision for cellulosic . glass types, sill rises (see tables B-1 & B-2, sheets 7-9) and anchor layout sheets requirements in i I thru 16_ 3. Test on 1 Air Infiltration Test, FBC, TAS 202 94 ) - P'or r 1 L �'f 9110, and scaledJorge A Canso. P. E. (Srtbtrr�d tender N0.4 N a.11- signed by composite material Z. Rigid White PVC, Tan (Non -while) Rigid PVC and Brown coated ((Fainted or laminated) white Rigid PVC to be 2) Utuform Pressure Air Test, per FBC, TAS :102-94 t11 p? 0-4) (Submitted render NrD.4 A-o,11-67dT.1i4) labeled pier referenoedNOA's requirements. 3) Water Resistance~ Test, per FBC, TAS 202-94 8 Test report an 1) Air Infiltration Test, per FBC_ TAS ?02-94 8. Notice ofA ceptance No. 14-0916.1I issued to Buraray America., Inc_ for their 3. Egress operable doors must comply with min clear width or height perFBC requitement. as applicable- 4) Large Missile Imp2d Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Sentn-Gbsg- (Clear and Wake) Interh,. ei . expiring on 07/04i 18. 4. Pocket walls under separate approval, to be re Aeuedby Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistastee Test, per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their L aiBELLNG: Each unit snail bear a permanent label with the mardactureesname or logo, city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 " T`rosif olt Ulu alclear. Clear and Color PVB Interlayers7. expiring on 07/08,n9. following statement "Miami -Dade County Product Cool Approved'.noted herein. Tong with -up draw roes and installation diagram of vinyl sliding glass door; Prepay Cyclic %rmd Pressure Load FBC, TAS 203-94 5) Loadingper PLY -NEW -AL of bins NOA shall be considered after a rewwal application has been filed amdthere has been by Fenestration Testing Lab, Inc.. Test Report No. FTL 8_r, dated 12 4115, signed and 6) Forced Entry Test, per FBC, TAS 202-94 F. STATE N-TS change in the appiicablebusldingcodenegati-veiyaffectingthe perforounceofthis product. seated by Ids Ortega, P. E. (Test repat revised on 01 15,16) along with marked -up drawings and installation diagraut of vinyl sliding glass door, prepared i- Statement letter ofcanmfornrance with FBC-StbEdition (2014) and FBC4*Edition TERAH ATTON of this NOAwdl oc cur after the expiration date or if there has been a revision or change in the 4. Test t[epettt can 1) Air Infiltration Tend. per FBC, TAS 202-94 by Fenestration Testing Lab, Inca Test Report No_ FTL 6337 (sanVles A-1 thru A-5j dated (2017), issued by manufacturer, dated 0&14117, signed & sealed by Lynn Miller, P.E- use, andfor matnsfactweofthe product or process- Misuse of this NOA as an endorsement of arty product, rR Static Air Pressure Test, per FBC- TAS 20294 2) Uniform 2) 1210 40, signed and sealed by Jorge A_ Canso. P. E_ (Submitted under .N0 4 X6. ll- 2- Statement letter ofao financial interest, dated 0411 &17, issued by mmwfacturer, signed for sales, ach-ertising or any olherpugx*es shall automalicallyt�tinate this NOA Failure too- comply with any 3) Water Resistance Tent, per FBC, TAS 202-94 are 02- 0107 09) & sealed by Lynn Miller: P.E_ section of this NOA shall be cause for terriiination. and removal ofNOA. 4) Lxge Mmile In4W Test per FBC- TAS 201-94 3_ Letter of lab compliance, part of the above test reports. AMT.RTISFMLN'T: Me NOA number by the words NLimi-Dade C Florida, and followed b the P� ��y: Y 5) Cyclic Wind Prey= Loading per FBC, TAS �20394 C. C�i1.C1'LAITO;�S 4. RER Test No.17-0387. dated 05tn5 r17, b I Chanda, F.E. � � Y 4 _ expiration be in advwtisin literature. If ostionoftheNOAis displayed, their it shall be xp PAS g ffiYF F 7t 6) Forced Entry Test, per FBC, TAS 202-94 1 _ Anchor verifwation calcutlatians and structural analysis, complying with FBC-2014, dame is its entirety- along with nuked -up drawings and installation diagram of vinyl sliding glass donut, prepared prepared by PGT_ dated 111093 Sand last revised oil 02'15116, signed and sealed by G. OTHER L�+SPECTION: A co b PJ`of this eutireNOA shall be Provided to the user Ythe manufacturer or As disiribatars and , nil xd and by Fenestration Testing Lab, Inc., Test Report No. FTL 8_5418_ dated 12/04il5eptance L Miller, P.E. (Submitted under JYOANo.15-1114.01). 1. Notice of AccAnthony No.15-1210.01, issued to PGT Industries. for their Series shall be available £or inspection at the jab site at the request oftheBuildiag Official. sealed by Idaln is Ortega, P. E_ (Test report revised on 01104/1+6 and 02111116). s, Glazing a with ASTME-13Of3-09. "357012770" Vinyl Sliding Glass Door (Reinforced) - L.3,:f.L". egg on O4/14xr21- o This NOA rev ices & re news NO A #20-0429.05 and canists of this page 1 and evidence pages E-1, E-2, E-3, E-a, 1 iw l ; ` rm rfl. j y . w (, E-S & E-6 as well as appro-ual docIImeat mentioned abo%v. the submitted documentation was rerriewred b Isha L C7ia�, P.E.lslraq Ir q L Cl*onda, P E. Product Control Uiit Supervisor Islaaq L Chanda. P.E. Product Control grit Supervisor Isha L CLaada PF. q Product Control Unit Supervisor P- ti Op M NOA No.:1-0:06.03 N04 tin. 21-0205.03 NOA No. 2I-0205.03 NOA No. 21-0205.03 = m N X F�INtFCrtioi �� r // Expiration Date April 14, 2026 ..,. •,a Expiration Dam: April 14, 2026 Approval Date: I4fareL 2{, 2021 Expiration Date; April 14, 2026 Approval Date: March 26, 2021 Expiration Date. April 14, 2026 "� I - � Y'� `� L !'1 r1. Approval Dat*.-March 25, :G21 �ipprova I Date: March 15, 2021 O L- } Page 1 E -1 E -2 E -3 N .0 V c O en N Y a� c m Q Q 5s ro ' C: t] 3 N m T PGTLulmtries, Inc. CGI Wmdows and Doors, Inc. PGT Industries, Lne. U c: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACC'EPTAITCT: EVIDENCE SUB p o di 2. Evidence Submitted under pm-ious submittal p E. MATERLAL CERTIFICATION'S (continu*) 3. New Evidence Submitted S. Quane x Part Surwei• Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0-881 BTU -in/ hr.- tl-°F, ASIM F 1249 iA7 ITR Pass, ASTM D3985 Oxygen -Pass. ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. titled --Vinyl Sliding Glass Door NOA (LM), . sheets 2190 I.G- Durability No Fag Pass. (Subtrtf red render pret"s N0.4 Nro I M409 05) 1. Drawing No_ NE D-S570.0 Rev B, ftleed "Vinyl Sliding Glass Door NOA a , sheets 1 1 through. 21 of 21, prepared by manufacturer. dated 10,05/15 and last revised on through 21 of 21, prepared by manufacturer. dated. I0/(15115 and last ru-��21_ ed on 02�01r OV2220, signed and sealed by A_ Lynn Miller. P-E. 6. Quamm Part Durase complying with ASTM C518 Th mual Conductivity 2-22 BTU -in/ signed and d by A Lynn Miller, P.E_ hr. fF-c`, ASTM F 1249 AWTI- Pass. ASTM D 1434 Argon Pace -Pass, AS1M E Note: This nnimn consists replant of same existing installation screw with flat head- B. TESTS 2199 I_G_ Durability -No Fog, ASTM E 546 Dew Point Development 201F in 48 hirs. 1. Test reports tan: 1) Air Infiltration Test, per FBC, TAS 202-94 (Submi ted under N'O.4 Nro.1 S-0400.d5). 2) Unifoan Static Air Pressure Test, Loadingper FBC. TAS 202-94 7_ Vision E Lcions. Ltd. Parts compbymg with PVC-AAMA 303-13, Vohintary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision ExWwons, Ltd--VEX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submh ed under N O 4 J1'o.15- 5) Cyclic Wind Pressure Loadingper FBC, TAS 20394 0409.05) C. CALCULATIONS along withnarlmd-up drawings and inffitAatian diagram of all PGT Industries. Inc. 8_ Vision Extrusicons, Ltd. Parts complying with PVC AAM.k 303-13. 1_ None' -+-.� representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. (StthmiWed under NO-4 No.15--6409 05) prepared by Fenestration Testing Laboratory Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification four Rigid Polyvinyl Chloride (PVC) Exterior D, QLT4LITV ASSLrR.4,'�iCE FTL-7897, PGT PWS520 PVC Fixed Window (roan 6 in proposal), dated 09103114 Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exterior Profi a 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- FTL-20-2107.1, PGT SGD780 Ahrminunm Sliding Glass Door (unit 7 in proposal) FTL-20- Certffication Program- 2107.2, PGT CA740 Ahun Outswing Casement Window (unit 8 in proposal) FTL 20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for 'Tan E. M4,TERL4,L. CERTIFICATIONS co 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their 3040 & light shade (non -white) WI&e Rigid PVC Exterior Extrusions for L Notice of Acceptance No_ 19-0305.02 isstned toKuraray America, Inc. fortheir > PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed Windows and Doors", expiring on MY04,21. "TrosifoiS, Ultraclear, Clear, and Color PN B Glass lnterlaayers', expiring on 07'08r.14_ Co O and sealed by Idahnis Ortega, P-E. 11_ Notice of Acceptance No. 18-01�.02 issued to Energi Fenestration Sohitivn, USA, Inc, for 2. Notice of Acceptance �To.17-0808.02 issued toKuraray America, Inc. for their their series "'Ci'hhe Rigid PVC Exterior Extrusions for Windows and Doors", expiring an "Sentr Gl ast (Clear and X%Ue) Glass Interlay-ers", e q icing on 07/04f13_ 0- C. CALCULATIONS 1. Anchor lion calculations and structural analysis, couplymg with FBC T* 02i28/21 3- Notice- of Acceptance No.19-1106.10 issued to �' isionn Extrusivns Limited for their `Brottn O C- Q 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA Inc. for Coated (Painted or Laminated) Waite Rigid PVC Exterior ExtrlWons for Windows Edition (2020)- dated 04/1-120, prepared by manufacturer_ signed and sealed by their "Bronze & fight shade cap coated Urite Rigid PVC Exterior Extrusions for and Doors", expiring on 09130Q4. �� +-j Anthony Lynn hfihler: P.E. Wmdow s and Doors", expiring on {04,1625. 4_ Aiotire afAceeptance Ara_ 18-1106.1i issued to Vislan Fn>c+s Limited for their seines U o 2. Glazing complies with AST iE1300.04, -09. -12 and -16. "YE 1000 Tan 2.02 and lighter shades (Noce -Aline) Rigid Cellular PVC Exterior D. �UALITI ASStBAi`iCE F. STATEXEENI'S Examsions for Windows and Doors-- an 12 -921. � � 0 O Miami -Dade Department of Regulatory. and Economic Resources (RER). 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04e220?'0, issued by L manufacturer, signed and sealed by Anthony Lynn Miller, P.E. F. STATEh ENTS E. I ATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 02Ati1/21, issued by O 1. Notice of Acceptance No. I9-0305.02 issued to Kurarar America, Inc. for their 04/1820. signed and sealed by Anthony Lynn Mitkr_ P-E. manufacturer, signed and sealed by Anthony Lynn Miller, P-E_ U) "Trasafoff, Ultraclear, Clear, and Color PTB Glass Interlayers, expiring on 3. Private Labeling Agreement docummt between PGT, dated 0330115 and signed by all 2_ Private Labeling Agreement dated 0360 21 between PGT Industries, Inc. and CGI C6 07/0&24_ involved parties Windrows and. Doors Inc.. signed by Dean M. Ruadi, P.E., V.P. Engineering. on behalf of m 2. Notice of Acceptance No.17-0803.02 issued toll Ural ay America, Inc. for their "S+enttTGInvt bath ecimpanies_ Q (Clear and White) Glass Int"ym. e7q* tg on 07104/23. G. OTHERS � 3. Notice of Acceptance No. 18-110610 issued to Vision Extrusions Limited for their "Biotin Coated Laminated) Alke Rigid PVC Ease for E=uvsious 1. This NOA revises NOA# 17-04:!0.06(PVTw)CGI) and updates to1FBC2020 (TIEdition), G. OTHERS (Painted or . expiring 0402V.21 _ I_ 119s NOA revises & renews Nfl4.# 20-0429.05 (PLA w/CGI), expiring 04114/26. for Windows and Doors", expiring on 09I3024. 2. RER Test proposals #14-I155 dated 01i 10,20 approved by Ishagi_ Chanda, P.E. expiring 2. the cxwmt associated PLA CGI file. #21-0203.0L a 04/14,26. L-- 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for then 0411421 _ O CU series "VE 1000 Tan 202 and lighter shades (Non -Alike) Rid Cellular PVC c e . = �',ry` i Z� (, �n w 2 Exterior Extrusions for 'i endows and Doors , expiring on 1229/21_ / � r � � n-�. � Q n ' l:shaq L C'hax&, P.E. Ishaq L Chanda. P.E. Z 13"q I, Chsnda, P.E. Product Control Unk Supervisor Product Counroi Usk Saperrisor Product Cantral Unit Supervisor -NOA No. 21-020-.03 W. A No. 21-0205.03 Z IkOA No. 21-020a.03 Expiration Date: April 14, 2026 Expiration Date: April 14,2026 Q J Expiration Date: April 14, 2026 Approval Date March 2v,1021 Approval Darr: March 25. 2021 d Approval Date. March 25, 2021 E -a E -6 E 4 SHEET NO. PA 1. 3 L —_ _ I I I I I I I I I - I I} 1411Ii(('W , r I f I I 1. AAW :_� Z I 1 L I ECO INc- TiLLIT TESTING A ENGINEERING COMPANY WATTRR A. TTLLrr, TR., F.E. FL C A 4ueu,e Nn,00ati'IV REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SU&CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection F 4800 S,W, 51 Street Davie, Florida33314 1. PURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Waiter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I 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.D,L Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Wafter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral partl7l#If�ris Evaluation Report, .,M.ea A. R,,' �-- _ -- 7/ �&'-,...,..,-1,T'z6 � \\CENSF :V_ ` No. 44167 *'. -* :* y -. �T , ,�'P�c, P10AIDP,••�F aP ,_'i;...........F\ _k 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT l';VAL CATION EI!D1 LaQ ZQA72R.Dt 2 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201 20 s r section 626 of the Florida 3 a per e 1 e Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed b F s(g y nit re Grate, P.E. 2,$$TRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Stone Panei 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 1616 of the Florida Building Code. Calculations prepared by Tilfeco, Inc., dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. ".ND 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, 15, 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14. 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. IM01111tllUN� ,`4P AT1C/er,p, `�93.rP''\CEN,Te`.. % _4167 I * * - % s STATE OF :'2 Qc •. FCOR10 t� F ray �,. ',''bSS10NALli A 7jN/IIINI III I01111 GENERAL NOTES: B.3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BONDS BE FOUND ON THE 0sun no 9D oMaE IYLt111R![a Seca. Social •An= EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS. I. STORM PANEL SHOYM ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND N 82). ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE (C) TO DflS'nNC W'OOO 'MN- SPECIFIC f1GMY C - 0.55 MN.`: E MANUFACTURED BY I. US BUILDEJI. INC, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, - ,/4V TAPCON ANCHORS. FEMALE 14-,0 P D AND P VS Mµl1FKRU AIRCREWS iER PLUS AWCIHORS, AS RED - !iY 0.W CONSTRUCTION PPOOIICTS. FOR A WIND SPEED AS THE THESE SHUTTERS WILL E INSTALLED D µ0 1 N.O.S.ANELNA7E PER N. - 1/4V LAG S8' ACTOR Xd 0. USING ASCE 7 0WHEREAND NOT ASCE 7-18 AND 4. 1 N16 EXCEED THE IMaKIMUY (AS.D.) FOR A ORES URE RA FACTOR KCATED N SHEETS WO DESGN PRESSURE RATINGS INDICATED 0/1 SIICE'r5 7 TR01 12. 14, 15, 16. 19 A 20 - 7/160 x 5/8' WOOD BUSHING, 0.5 DISTRIBUTED BY ALL PONT SCREW. DOLT A SPECALIr CO. IN ORDER TO VERFY THE ABOVE CONDITION. ULTAATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PMELMATE PLUS SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING TH04 BY 06 N ORDER TO MO PANEUMLE FEMALE D. COMPARE THESE W/ MAX. (AS.0) MSIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 19 A 20. C.2) THREADED ATi OF LAG SCREAM, INTO THE T FRAME SHALL BE 1 THREADED PNWY STUCCPENETO IN ORDER TO VERIFY THAT ANCHORS ON IRIS PED, AS TESTED WERE NOT OVER STRESSED. A 33s INCREASE N ALLOWABLE AL OF NED NETR IO STRESS FOR WINO LOADS WAS WL USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N PENETRATION INTO STUCCO SHALL 8[ CONSIDERED AS PART OF THE REGAINED THREADED PENETRATION. ACCORDANCE WITH N.D.S 201& C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD 94ALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S AoEOIACY FOR IMPACT AND WIND RESISTANCE WAS BEEN veviED IN ACCORDANCE WITH SECTION ism OF ABOVE MENTIONED CODE AS PER HURRICANE ENG 4CEFJ NG A TESTING INC. REPORTS 96-569. 96-570 A 95-TX NIO C,4) MINIMUM PENETRATION OF WOOD BUSHING SHALL S/6'. ,/a' ­20 SCREWS USED SNKL BE1 1/2^ LONG MINIMUM FENESTMTKIN TES IM LAB, IC.. REPORTS �2032 A /2126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AS Will AS RTEST LAB OF FLORIDAREPORT �0219D1 -09. AS PER TAS 201, TAS 201 AND C 5) N CASE THAT PRECAST STONE • OR PRECAST CONCRETE PANELS, STUCCO OR WOW ON BOARDS BE FOUND THE EXISTING TAS X,3 STANDARDS. WALL. AN04M SHALL BE LONE: ENOUGH TO MAGI THE MAN STRICTURE BEHIND SUCH PANELS. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2- ANCHORAGE SHALL BE AS MENTIONED IN C.1). C2) A CA) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4 ALL STEEL 91M METAL PANELS SHALL HAVE STRUCTURAL QUALM STEEL AASN A-653 GRADE 50 MINIMUM, G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH IO (SHEETS a GAL' VARZED STEEL DESRINAToN w/FY- 5&S im (AFTER ROLLED). THROUGH 6) EXCEPT THAT HEADERS (Z A ® SHALL NOT BE USED. 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 All SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEP 9. T SHALL BE Tiff RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE DIN 50018 W/ 50 Hai YIELO STRENGM aNC 90 TAN TENNSLi STRENCM A SHALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED 70 INSURE PROPER µCHOM" THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME SECTION 1a 11.3.3.4. BUILDINGS. 6. BOLTS TO BE ASTY A-307 CALYANIZED $TEFL, OR AS) .70a SERIES STAINLESS STEEL WITH 36 bi MINIMUM YIELD STREt&7N. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4', AS PER SECTIONS 6, 8. 9 A 10 AND ALTERNATIVES BW, 9W A NOW ON SHEETS 5, 6 A 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AD READILY VISIBLE Wil(HG NSRNUCTWG OWNER OR 7 ANCHORS TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APPLICABLE RENFDRCEME'NT DURING PERIODS OF HURRICANE WARNING (A) T9 EXISTING POURED CONCRETE 11. THE INSTALLATION CONITMCTOR IS TO SEAL/CAU1 K ALL SITTER COMPONENT EDGES WHICH REMAIN IN COMNUOUS CONTACT WITH - 1/4V TAPCON ANCHORS AS MANUFACTURED BY A.T.W. SUBLDEX, INC. (Min. rc-3192 P..i.) THE BUILDING TO PREVENT WIND/RAN INTRUSION - I/a• • „ 7/8^ CALK -IN ANCHORS, AS MANUFACTURED BY INC. (WIN. rc-JOW L PO 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/a-I . 3/4• SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. WILT A SPEGALtt CO, LID -SE SPECIALTY MIn. Yc-]OW PROVIDED BY THE ,AUR6DCIION WHERE PERMIT 5 APPLIED i0. - t14-to PNELMATE FEMALE ID A PANELWTE PLUS ANCHORS, AS "ANUFACURED BY ELCO CONSTRUCTION PRODUCTS. 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P.LOJ PREPARED B•- THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATKN (MW. 1'c-33W Pel) FOR A SITE SPECIFIC PROJECT: to, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D - 1/4-I CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Fc-3600 p.s,.) (n) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND ISTN1ATION INCLUDING LIFE SVETY Of THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR PANELMATE FEMALE SED ON THIS PEA PROVIDED THE CONpITCMS DETAILED ON THIS DOCUMENT. ?S D AND PNEMALTE PLUS AND 1 1/4- FOR CF TAP-GRP ANCHORS. COONSTRUCTION SAFETY AT THE CSFEONTRACTORDOES RESPONS�I , A2) CALX-N A SOLID -SET ANCHORS SHALL BL EALBEDOED 7/8- MO THE POURED CONCRETE. NO EMBEDMENT KID (c) IRS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVAJO IF M0061ED. STUCCO SHALL BE PERMITTED. 7/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM 94OULD STUCCO EXIST. No i• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WIG HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT W1FCH WILL BECOME THE BUT WITH WING NUTS. ENGINEER Or RECORD (E.O.R.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PE D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A3) N CAA THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STCCO OR WOOD BOARDS BE FOUND ON TNT PEG ENGINEER, SHALL SIBMO TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGHTO REACH THE MAIN STRUCTUREBEHIND SUCH HORAGE CHORAGE SWILL BE AS MENTIONED N A1) AND IN A2). (e) THIS PE-D. SWILL BEAR THE DATE AND ORIGINAL SEAL AHD SIGNATURE OF THE PROFESSIONAL ANC ENGINEER OF RECORD THAT PREPARED IT (B) TO L SONG c -�-TE BtnCN Yl!•'L ASTM c stt ea- SHUTTER MANUFACTURER'S LABEL SHALL R LOCATED ON A READILY VISIBLE LOCATION AT STORM - ,/a' I TAPCON ANCHORS AS IIANUFACtuRED BY i. T. W. BIIILOIX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING COOE. ONE LABEL 1/4' I . 7/8CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (WIN. I'c-1500 p-si) SHALL BE PLACED FOR EVERY oPEMNG. LABELING TO COMPLY WITH SECTION i7ooe It OF TIE - I/4'I X 3/4 SCUD -SET ANCHORS, AS DISTRIBUTED BY AL POINT SCREW, BOLT A SPECIALTY Co. RORRM BUILDING CODE. . (DIN ro.111W P - ) IRIS ORAIWIIIC SWILL Be USED i0 - t14-10 PANELIMTE FEMALE D AND Pµ0.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION OBTNN F'ERWTL N THEE STAR Of FLORIDA E STATE PRODUCTS (MN. R'c-2071 p.a.l.) Ago"'11441"NMF1/y.,_ A - 1/4- • CF T,w-clap ANCHORS, As MANUFKTURED BY TRU-Ff51 CORPoRATON Q\ZE,C:..�<1*0%; . '• •-� FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zorn B.1) EMBEDMENT TAPCON1/4-.ANCHORS, 0.00 Pµ0.MATE5 MITI CTTAP-CRP ANCHOR. IMO THE ' 1 BLOCK UNIT SHALL BE 7 1/A'. BLOCK -2m0 nlmHi NAc rP. 20 WGE GALVANIZED Sff.EI STORM PANEL tWANN ev: CALK-N A SOLID ANCHORS DOLL BE EMBEOOED 7/8' THE CONCRETE BLOCK UNIT, NO No.4 167 '. ' 0.2) -SET INTO NnU" INTO STUCCO SHALL BE PERMITTED. 1/A- I-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM GLOBAL PROTECTION PRODUCTS' LLC- OWE `""W �` Exlsr. AND 1• uNAA/M FOR WALLS WITH NO sT,xco. -� I L E C O me - 1W 51 SYNXI s��Ii- STAT OF • `� TM+w OPAL iL 3.u14 O F • COWANY YIP'•. 1 - NtYZ.. t Nr .r __1 air IHGNE: (WDN1w-1515. FAX (WaA11b-Wm 20-176 q4k EPStS , OR DP .•' "" tw• tTw m-,", h U-ma7 . r oWAWW NA. 'biA,OH DNA E wTEx A Twr M. Pa wRl i a s AN INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELSn CONCRETE OR CONCRETE A dA BLOCK STRUCTURES coo.w.wLE. am cok1c n ,.C.m 5N4p.13 a TN940UION !) cooicn lE AtHHOS ' SHIETS a nwOUNHOR 9) \ - E.O -- rT Cal.c.m ANOal6 9= POMED CONCRETE IEOlRRE6: (4^) SMR15 a TMIOUKM*"_� 9) :\ )],1 J E%t4TPNG POURED 1 COMCIKIE REgURLD 1.41 NILR a 1NquO,a a)*�\\ 1 .1- P ai � t Y 1' aan'- `7el IT '� �.A, eN1f - 1/2' �t/4. ,�-`: `f `:.>;`�' R\'�`•> if= , n rE== I ' ,y,..--� \ \.-.EIIEIING 1iaH•CD ED. \ 1 '' tII_-�'-I 2g 1 1 I _� EX131WG POUREp _.w - ----- E.D. \HX« - .•.Hwa1IWE000NCOM o-a 1 1 1 aAK CONCRETE REOURU II � ..>i 1.. I _ I 1 $ 1 �� ; ':Fact arm O L.. I Box,9 I I 121/Y of 2 +Ir oc -17a °I! �NHsiAo, I ta'Y -j i m m ; >Ab i i s WQ�T t I i0I IY w,- L A OA6a 1 1 �—'aA u'•'n' I 1 . 41,W[ , O 1 I I I I SI - 1 i I 1 I OdisM---i I 1lI.3 1 ;, _ Oi1s4-_I aAn I 12 v I , 9 I I X .. -. _ 1 1 _ �^7 ' I I V � I I I ; i 1 I I V I I ti 1 I 6 I I � I 1 L 1 e � I ' I yyyy���� 1 1 I . 9.A 1 1. ..; \� I _ " 7. i � . '- I •, I I 1 1 : T 3�HG xU1r • , 11RPY fM • I - T Mh ExsTlw POURED F-O. ;. i I ®--. I lAOW� • 1 ED.lN, i w. Ii r EaSTND PouREs: Eo.1. I `�"� CONCRETE OR CONCRETE BL i eAWN�Nne• i a-H I ' 1 P t_ CONCRETE BLOC( 1. _ --..., CONCRETE K 1 REOLRM - 1 I 12 Ilr at r -_.. f REVUARED. - 1 2 R \, 1 - I{7_yj I H \ , 7 ,., �.. `...,.;.., f '\ � ... ,._ t Ems. ; 1 E 11 1 .939- - Da51Nr POUTED Y - .. :�,' MtnYTn� -- E D, '- -� —ig "` 2'P'4/ • H�% 7 wW CONCRETE ANCHORS ,' eUemHm W/ STUD.__- f Q O NaA COINCRET[ ANNaIOR , i$EE 9GEpJIL ON-._ :, Op,G[R ANCHOR ($EE 904VAIL ON - \ ca.L s.Ls. • s - IXINNCR[1L AlIJ+OR �;! (S E SORDaE LN'-" I tK+A. S.• 4 0G (9E 9CHmULE oN tsa S DLLETwooA SEET& a nomoucAl 0) \ SHEET$ 6 DOMAIN, 9) THEM 8 THROUNA 9) a q 2tA IUTING SECTIOSCALE 3/8--•t• MOUNTING $CALF 3/8-1' 11 tH MO SCALE 3/8-1• lQlNO ALTERNATE 1 mownwa SCALE 3/6-1' . ----. __ T --_—_- E.D. - EM DISTANCE I e¢ 9LlH®MX I - (SEE SCHtEOULE ON 1 -IroH, - wool I SHEETS 8 h 9) To •Act i d a I I - 'r 1- NOTE FOR COYBINA710N OF BECTIDNS: • o.e -' I 12 , cc r tOMININA b A. TOP I BOTTOM YOl1N1RlCs CAN BE COMBINED N ANY wAY ro wE ANY 1 1 I,ER ,AIVaA rj4i INsruLAn1)fi. \ Iloo DUSTING POURED FLORIDA BUILDING CODE (High YNOCI Hurricane Zoe• .CONCRETE -3/4 REOARED '.. :: Z6 E IF: ' * E mom nlEco. Nc 20 GAGE GALVANIZED STEEL STORM PANEL o%WwA or, Ate. _9M`�Eis TWIOINHa' e) \" l•'• TATE 1 I e+�aCEILING DR1D * 11 L�ECOINe. t9KOBAL PROTECTKINIPROOUCIS, U.C. IW/36/me9 wa A4c _ simu /lis- �'r1' VALE -.- -•� XoNoWNWIDNINS u Nw W. wA. s +INN N•Na w mN POE (264�72 a FAX,1(laN)a►-M7 20-176 WALE 3/9-1 • NIN nA-. , nil w._.a ti A OWN N1-I- es r d-IU1$ M Aar Aw�Aw aURIRNI NN: L 11TLLTFIH AFLAIMA 7WJT A.. PE Y n.w — A OF L PRODUCTF ALU.ATIONREPORTNO, 20.17211.01 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-170. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Welter A. Tillft, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), A111MI111NIu/NF ,,MNA�A'�" ?, A: 7/4Z "N, ��y�?�'"�\CENSF �9. - ; - 44167 -- —1* ��'* .-*s h� 30 - STATE Of . cc s F'• .• .SS ...Ii,,�/'0NN141IL1'VVATILL D:\ TI LTECO AD MON RECORDS \ P. E. REPORT. 201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL\ DRVVG NY 20-176 { REPORT r 20-0728.01 / I 1 L I ECO iiNc- TILLIT TESTING S ENGINEERIN13 COMPANY -- - - -- WALTERA. nLLIT, M, l'TE PRODUCT E LUA ION REPORT VA T REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 tilttoot@aol.Cotn cr, Rr LkWa,No 44W HL(,:.A. Umn Nc. )W?IW 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillft, Jr., P.E. (System ID At 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte��4lt+p 'Q!�Pjj11s Evaluation Report. `AI` SEA ^�r�(/j!�,,,. _� �� . ;\\GENSF' ..1? s �'—f4167 ' 742 � * * s a • TA7F OF '� ".0. 5!�%•,"401`1 l` .-"o, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Pboue: (305) 871.?Q� laptp(3b.--' 1-1 COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1' _ _. 15.198- (TOTAL WIDTH) - --__ - - -- _ __ _- . _._ -- 15.196- (TOTAL WION). _. _.- - .. -... _--..- ----- -- - 12.500' (EFFECTIVE WIDTH}- -- -- _-_ _ .. -- __ A _ 6 1/4' .- - - ___-----6,250— -_ -- 1.3T90' 1.3�0• -_ ,- 1.31Ra• - . 1500' . \.500' ,' , ♦, fie ) , - ,.360'.-• .� 0.036' M L THICK-1.350'-- a / 0.036' YN. 11ICt FEYMEn , IIr / GRADE MEIeNEQ�.� • ! , 2.65\7' CILVAAIS® S7TEL EDGE ✓ / I , J 1 2.657'-60�GLv. EDGE / 2.000' .24% . R HEMMED TYP. 1 ASTIR A-6W 2.000. .24', --. HEMMED TYP. ` 7- �7 i EOCE GRADE 80 ALV. lM OCTANE AJ �, DETAIL (L, j DE 0 HWM 1 LATAII A aB.Q L - _ LDEFAL A \ __. .----------------------- ----,------. ---------- ,.350' �1.350' ___ . __ ..---._6.250'------_ _-_-T.SSp' © STORY PANEL (9k END STORM PANEL �. -2 157•----- ( 3C 1. !.250'h.- - 2. 187,e" Qq PANIFI S [ND LIP I .1 W' act' .125' .750• - f/IY-EL %4••-20. .1277 W/ HEMMED EDGE i 1.250' I -- I 1.125'r � .. �IRAETED-,750'- "� to.OB' I 12 1/T 0.C. 2 1/2' O.C. 09J' \ I 3,379' 93' 2.000' 1.500 ..-� 1 T.500' ` I i29' \ 9EE .239' .939' SEE --b.250' 2,125' � A 0.' T I11VI L,.1204 OnAI , J-I J75JIII �^i I T 125' I I .I J Ru N � 5• Mm.. __ __- - -- 1.500' i--,.500 ISOMETRIC VIEW DETAIL A _2DOW_ —2.bW- ROUINDED CORNER a FINIS OF PAEVS MIT It END UP W/ HEMMED EDGE. O whw HEADER (� "Uw HEADER 4O ANGLE © ANGLE WITH STUD @ ANGLE WITH (N.T.S) RF'vFecc STUD --_- - ----I ,ARILS , SEE DR. 7 1/14 a 2/1a .374 _ 7W Cm N - .. 4 13B0' _.6F PANEL .183 t, �6• 188- 4 'D 3 o' .790' - i - __ _ 1 1_ ( --.- !".] •- 1 ("--F__ 1-'fT I729' , tY-2O 304 SFRiS 1.407.1 063' 37s- .. _ .3iA W N '- i.-370 .6sa• ?_-yam• U-=- mo12ILMtm ro t_ - .m. 1,87 B7;•31J- �062- ,.671' 1 ,.500' - __ 083' G� 9/i[ I HOLE FOR ) :093- 'I,. 1.015' 3EITY LOCATION AT _-- • .062 .750• EVERT PANEL OVERLAP N . is 063' 1 1---I I.080- 1— I I _- _. I B25V - 2.000-- -iTYP.) I.oOo- (�) KEY HOLE WASHER -.063• © 'F• TRACK ANGLE ® ,3f8w wFw TRACK ® FLAT PLATED aose- (MW) _I---o�' WITH STUD GALVANIZED STEEL yJ44•• ,IIIo"i" E� A T1 It, i -� oeJ 3.: - GENSF ••.. I. _ I .3I -�._.1 = No. 44167 1. _ , I .. A _Z�!_W!Aa_��..._. 1 t --- z * . t FLORIDA BUILDING CODE h Velac t - tii ' 1. 25 _ .ie`7s' NICKEL N1JT - r c a PANEL i -q'. STATE 0 ; �417:�t_"_ etmo nTDOO. NL 20 GAGE GALVANIZED STEEL STORM I - .2.000- -- pE'�/�� � © KEY HOLE %s X_i -t0 *•: Wl W 1111- • AT PANEL °k„'S !p ' GLOBAL PROTECTION PRODUCT: w w w ,b N ,-.. _. - IL E C O , mc, 4e9p 1W, 51 IRI ET AALLUMINUM XAN= Wokou"N¢r. ust"" W/ � j� T/�1�Zfi IHOIIOt/1H9C WASHER w rsu. a,�-u�W i�*wNo 4m-uii ,w naNe• IL 313,a • 7/6YN/32' 00tM (SUNLESS ' CA- 114 (9a+leehfS!! . paaMe9-67 ...-. -. STEEL OR N9afEL PLAYED S7[!1). .G !!AL/>gMATUIE/OAR ML1EA A iPAR A, PE Y 1 - INSTALLATION DETAILS FOR REGULAR PANELS (-b & (iA END CLOSWES MAU FOR INRUTATKIN IN POURED CQNCRE L INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CIE BUXK OR WOW =Ir1 �tP""'D� a �1► (� °"6 ':a 'i VALID FOR FE%M UEE SAFELY MO E Z H" Si�IIII PAi 1 S MEM I 1.SEE scIEaHAL ON OHET B • •) 9H1ER a 7NNRDUNI 9) i--i•j'Yin-. I 1 r it War �'�® Pao aPwoc epoW� r "`"1 :� , r..• seal N••I 4' M9h-__. I I INMI \ I E D \J i w ® aYV., Wioe.— ( 4 T-'s RmwED. hx. 1 \ O I,. a 1 tE.D- 1 < \\ \ = i OWt 0 ` J _ I �w% �: 1 EXISTING 1 I roi„tr „�•, tN l uW r , �•.. RDUR(£. �.�AA WT' I O $ eon I 1 er - Ji I i O $ BLOCK i I f r_. I I i 7� CASE A �IPLJ ) Ow® • N. - a . w I 1 t _ - -_- _. _- FH4 SOLE 3/t 6. t' Aw,N,wX o+ i w = NI I �.ti 1 Ws Y, - i i W EASE B (PLANT I 1 ! AL T� ptAtg --, I i7 _2 t/E' - SOLE 3/1 W I' .MbwM a- v HN- °Uo ;. 1 FWEL WC`XA i(WIT I I F •�.� I I :M'� sew• me.rww X B HO ZV. AiIII 1 Q fa�tA[ I Klbr 1 Y.i 1 � w 1�LFtra nHaH1 1 y , •�m.FBA /'1i•N�°�f wi tr m � ` J a ran AiEel O tR — I O — (D- 0 , I I T I r�.Aw �p / \ .Ip•rj 1. h- 'r '" i I I g,"A�1y'pg- 1 I X P-4a _ Ml JC 1) t • 2 tR- Il_J r 1 r /r ( I A 1 r1 _ .NAo oWhmr T, a �. EWS1I0 PALED E.O. ( ®... I • coN4rJETE BLOCK I ED I CASE C (PLAN) CONCRETE OR 1, C-A 1FWtlWD. i POURED , _ t SOLE 3/16-,• CASE D (pLAPIt SOLE 3/16-t' I CONCRETE BLOCK 1 / .- t/AnFrlivm, -- n,• PCm�- a W- �NAaH, N Awe•a 1:YA-M OR PAKLn % 1 _----- ) REOUIIIED- / �. ?' ,- ;4•-- 1w • 9' 'WP'AW °R' O.W.• L "y'�'1 �'°w"°�"Fei :N a/i. o®"BIN FEMALE D At0 NNMAIAE Nw,_ A,m RIA ON O TN -OW (SCE SCE ULE - -© I -„a (sIE SCHEDULE aN - - - - - �a M,•, SLITS a TIWOUGIR a) - s SCALE 3/8-1• SCALE 3/8-1• , �IWYPA - a0. - . t a =IXISTIIIG O © ®IM *A OI'O Y m ,W,e) • NEW ,• WIDE .WARES = ,/e' E.O. -EDGE obrov/cE TACK ALUM TUBE OR 1' . (SEE SCHEDULE ON - 0-0 SE CAF (EIJ♦tQ -- OE57MG STUCCO/ P.T. WOOD PLATE SPACER 4 SHEETS a A 9) -- SCALE 3/16-1• --WOOD BRND 'I , ...• NEW 1' WOE A VARIES . I1W / I IT NOTE FOR COMBINATION OF SELRIONS: ALUM. TUBE OR 1 • . VARIES Z 1 P.T. WOW PLATE SPACER , J , BEHIND TRACKi TOP & BOTTOM MOUNTINGS CAN BE c I COMBINED IN MAY WAY TO SUIT ANY CASE E jpLANI W • • X (SEE SCHEDULE SHEETS to TMIXgH1N e)-I'! I iK INSTALLATION. sCAIE 3/16-1' t 0 i ,N, C__ I ER A: PauR T _ ,�-, =& o�ED -,: A•L WWa lomK a r. •MIA:' E ''•'� FLORIDA BUILDING CODE (Mob YstoeN Hurricane Zone It= eHXRIAE I 1/2- MI . CONCRETE BLOCK % D 00 �OWAM `wNw -mm n10A INC. FA, aN alert a • 9) J• MIN- AEMD'U . !, "Am"I, Iowa. _ 1 NO 44167 1 20 GAGE GALVANIZED STEEL STORY PANEL DRAWN ac SECTION X-X s * : k - ' - � n SCALE 3/e.,• ? CC�f-�"—_;-- , �' GLOBAL PROTECTION PRODUCTS, U.C. pNX1°'. DETAIL FOR SPACERS REQUIRED AT TOP OR }'�I'-• S TEor- - II(,IECQENc. BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS Tz��� • Rio* : / Y T µ . caw N0IAV_ fL U331. Nw a, r M MWNM 4Ar•a N mr PHNc (9s4)w 7$4a. FA , (w)$N-NR7 20-176 '4G, a '' r-- I Pow __IAA. w• am .N-Iw S/ -AL n aA-0006719 �,w AWw FAw _ Rs'. WMLIEII A TOME Jr., PL Y "-w Nt —5 01M PRODUCfrV 1-CATIONREWETNn. 2D-D727.02 2 2.2. TEST REPORTS: Large missile impact load tests were performed under SSTD 12-90 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mahner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundc Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per RC Metallurgical Report No. IOKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum parcel 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 12118/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. S. MISSILE IMPACT RESISTANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4.1NIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. �A�„ 1HN1A�Ir� as 100, ENS 1' 'z7"4t. * '*E / •a' STATE OF 4 I- N 1. �,-.,. "t F(OR10A -,t-. ryh'',iysIONIA �1'�` 0'a` PRODUCT F'$FAi.IIATION A3'aORT )\O 20-6T27 02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 5, MATERiAL_CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of I0, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tikeco, Inc. and signed and sealed by Walter A. Till, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Ftodda Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tlltece, Inc. (Florida CA-0006719). " c A I A:..!jlir �. :'"�\GENS'':.A D:1 TILTECO ADMON RECORDS \ P. E. REPORL201 GLOBAL P40fgVpPJ,L)N Pjt,000CSS; Lpyu��' iAGE GALVANIZED STEEL STORM PANEL IDRWGA20-175{REPORT#20.0727.QR VV,!•'•.•��CC DRj13AA • `4 pNO,'N le aala� 1/4, 2/4. 3/4. 4/4, 5/5, 7/5, tW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, SW/11 k 7W/11 ]' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9---3- MAX _ i• MN -.- --- FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 I' MN. - D.M..(�.(�.(�+® f____l___T__T_ _T__T.__T__i___r--T_._f__F___f 1 _.: __T_T__1_T__T__1_ _l__l___T__T_ _ . _,. - _I � � 1 11, � I I I �_,1i 11 I I LLI A -IT 9 T___I,� 1 � T- �, � �1 ----i I-I--1 TINE f�!II A jI W 11 ► I_ ___ _ _ i R UNBOLTED PANELS I - I BOLTED PANF15 W/ 1/M-20.7• i M. T 7 (SEE SECTIONS As i 1 SSNGNus3 0 EA. OVF�AP= J/J2 `H W APPLICABLE) �, ; � I j(SEE SECTIONS AS APPLICABLE) _ _L 1_ _I __I -,.1 ;-1 _1_- - _I _ ,:L_,_ l __ ! _ I �_ 1.1 iI __ -. _ 1 I i i -�_..- -� 1 I., -_... T__I_.i.--i_ - EO' I� I ` D.M. i4/ .®.Q4 .+5�� ` I i,W4 T--''- ®+©•®+®' &1 - I I I MAX 1/4, 2/4. 3/4. 4/4. 5/5, 7/5, 3' MAX MIN. iW/10, 2W/10, 3W/10, 4W/10, 6/S ` 5W/I0. 6W/II & 7W/11 _._ _. ANCHORS: FFOR ORR WCONCRETE SEE SEECCTIONNSS OWN S M75ON 10SHEETS e A 9_ ... _.. -. It REGULAR STORM PANELS L I / A Q ELEVATION N.T.S. 2.67' 1/4- Mo.. GAP (MN OVERLAP -1 WHOLE VALLEY) .Z 7-II 7—K /-\ 7 7�i 1/4• \ N0 MAX. GAP ,� R•A:AA ,• �. ' ✓ • 3l EN •' .'� FLORIDA BUILDING CODE (High YNac Hu cons Zone _> ;' 4am0 71 o= W. 20 GAGE GALVANIZED STEEL STORM PANEL FP. N 44167 ° apt on: �10'a SECTION A—N.r.s. _ * • ATE � ;I L E C O Iwo. GLOBAL PROTECTKIN PRODUCTS, LLC. 01DAIL '.�I••A, 1,,.. �--, Heoo 1W a1 9i11ET O DRtf1 a TAIL IL =11 L At"• •., .. rw a 4r w4 N•w -IIWIt n MAr woo (Faa)pa-T FAre (wW�F-vaT 20-176 ,iy �SS ,K.- ow, m-K•N . : aNR 4T- AH rA OTILLY ,v SQi 3 p To, WA TILE 1D1 14 I.E.P.Y "-W - - INSTALLATION INTO EXISTING DETAILS FOR REGULAR PANELS(-b dc�(1A BLOCKSTRUCTURES ANCHORS: 9.__ IEEE POURED CONCRETE OR CONCRETE r -OR '�_-O-R : OR WNCIETE -_.. _ _._. 3• SECTIONS 12 FZ-_COOO SEEETE CONCRETE BIOCK REDILNED_-.-_� COooX BLOCK VDU BLOCK REOU6lFD- J' Ya.. 67- AMMONS nowa OR - �0lICRT ON A _CONCRETE ANCHORS ON „1 _"A- (LWL OVERLAP -i WDIF WMlE11 -_ D.M. 6.1. RBM:, W12 I• ' . AO �A2 SHEET 9) �EIAE SHEEN 99GEDLIIE I I H i. 1 J- I J 1 A I 4_ I I - f Il '--' '.I - f I 50A ED. tU \' L6 {� I I I i I I __ i 1 I - A; __ __ _ _ - O -I-. MAX fi t '. S '. V', A I I i/NY-X01 I - 1ti_ -I _. I I I''RAY.3/w I - I 6 Im• IWAN w I w,. WMW F W F tl j Nn WAA•AWN m 1.,, i WM/R» • M1Hr o- ., 0 � i ~ a sAm W� Oa 1 vertfart0a � H I I I I i ', t 1_. J.M1 A . , - , • i . . •. i _ i , � N ,/.V-2e.1 ASS BOLis •/... T /6 IWBWVNN a F.InH V' $ 3 7 - _.-.i 1 It/0Y-2dr lu = W/ 7 /�A IWbW Mir a WI 1 ; i , $ .. I 1 1 111 Ball NI 7 /By IW1W MR B FJN:M I r__. �$ 1M � a I I I I t I I I M,X F. I OVEIWM. A I 10A6W,v. p. I 1 I I I A .__. 1./..._._ - I I s'� 1 W b( 11 ._ 1 r5 F _ I I I I__ppfNO (-BVSb i I a - i .L. WaA6 -1 OF�- LmR _I •IAas -1 30% 3• Mm. D.M.,gai� A s. 9L am WO S.-M..- NO 1adTE I• Min.' .} ,. O• N�% .� Mo ® Y �'' OF 'L• MAX I' Mi.. _ - - ANGORS: FOR CONCRfiE SEE SCHEDULE ON SWEET 9_.- __ - _ - E, . 1 /r E 'I LD. -� FOR WOOD SEE SECTIONS ON SHEET REGULAR STORM PANEtS (iOAc 12 j� ELEVATION LPG/ 1 STO • 12. t/r' t3t - .._- t.. I l{ l SCALE 3/32'-� 1/4' MAX. GAP ` T ,� I. _ __I -.! -C- T�I .S00' I �. 2.67• - ,, -1 f11t- "aX. L/ I ,/4'M20AJ/Y S.S. BOLT ,: w/ 7/B•A3 * WING NUT -� _ _. �._ ! (ABA rAf18/P -.-1 WHOLE VALLEY) /jj A, �A�9-zl7_�a'■■■ • 12 1/2 O.c. CONCETE ANHORS - - - - - -- - -Q001C EIE APCH0IM STAOQIED CONCRETE ANCHORS .. - E se�wOLaE ON (BEET 9 SIX SCHEDULE: ON i /a' MALL _ G LV W/ SND (SE SCHOKAE ON SHEET 9) S SHEET 9) --sg COKBEE oR CaNc9LTE SECTION A -A (T)o-) -_ RD CBNOG, BR RaARID BtoCX ppypFD '-__LbAICRETE CR RFDUAM ROURO �' WALE 3/32--1• DIRECT ho SECTION 9 SECTION 8 SCALE 3/8-1- SCALE 3/6-I- SCJALE .VA11L EA. r EDGE DISTANCENOTE FOR COMBINATION OF SEC7109R5: (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN 8E SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -6--0 a) C_ (n N CZ a) -N-r U _0 a) Q C- O O C .M C6 U � a)0) n- C N =3 -0 CO p Ca -9 -L U -0^' C C 0 E. — IW M C: CO - CIOO LL "_ CU Cn -Cn a) i � N L_!� t ,-0 .- Co U) � Q 0! 4 Z Z W J C3 — W �0 O O Z aN x IZ -M 0 I.- . M c Y s y N 1n C 0. Q Q U ro 1-117 . — a) 3 > ._ 0 > . N'(Ly/ Cif x — < 0 > C 2 C6 > 0- W .. , W W _ 11111 WX ICU O C/) CL CL a)=3 U -0 M L.... 0- 0 a)�/� 1� V / ICU W LLI = Q Z Z Q J IZ SHEET NO. SH 1.0 ME M ma�"4 '' 3 " OMOwME AA>WB (Q easESAt ON I I I 1 i e•9c , 1 , 1 1 r� WALL AND FLOOR MOUNTING INSTALLATION FOR ME .7 -0 P"'a SPLIT PANELS 7 ,X.RDE,6 AK,oIW as sHImAE a yes ,el--r�T� 1 MG.. •\ 2' II. - S (I,P TpNP . 9ol,on 6 c - I "�` Ilia 'irT,oNl ,aAYOH MALYN I I i � Y♦ 1' t' - ,; e// w6, . 1'- -ems) a/+r• ,rNYN r. I ) ma v ,rAl � ® 6Y re'ronNc,o; •H,P C y,r• TAN'-0N >L I 1 r i• _--__••_� , mIKIpE a rlw, " cum W : 1/4' I t 4 1/LD. I I SCNE' 1/.4 rT�-11 / t♦ 1 1 I 1 �1 ' 1 rNu 45•-a' Na FNai • ' -�ME Arn,NG S ®a t �`�-�'♦ x.RY, • (9t soaE d A! aYn1 •♦ emr IMF • e r..wa 1se k w01 wnrOP ,I�i - ' COX 2 - IOD-M A,Lar w,mfA2 a INNS man - I J1/4• I Ma. 2�5/,el rscv. one 1. I ; W .eel A , -np NA W/,�iReT. MIT. , _ 1. /.l it i_��(.1- 11- iT i i _�Ifl ...IT 2 ' 2w.,t/'i ai _MIN (MOO-n •LAY) 2, I S� 2 k M Y 3 (I,P. NIP a P -.0 1 11 - ,AAMON M` (!II IMAIION i I---L. --- `\ �eTlON SECTION Y-Y .L SPLIT STORM PANEL_ ELEVATION 1 11 SCALE 1/4'-1• DETA 2 SCALE 1/4'-,• pr Nwerq SCALE I/r_1• SALE EN J[LAOM�i O,�L InaR'APo 1 • ..1-'.2 MULLION SCHEDULE R,kER . • N ,. A•. • L�iP'� +�.GFOX I"5=0h.o5'D"i r °E MINI SECTION 1 ro siDf�i�i's`LEND�NE q°°rtE0 SCALE 3/6-1• NOTE: MULUGN CAN ALSO OR INSTALLED W/O STORM PANELS ON TOP OR BOTTOM 30 TINT IT 19 LOCATED AT 70P OR BOTTOM OF OPENRC. (ONE PANEL OPENING W/ TINE TOP a BOTTOM) INLSTALLATION -ALTERNATIVE 1 W SCAB Ile - r MOA LMLUON REQUIRED I/in. SPAN (FL) TUBE MULLION - e 4'-r 2• . 3' a 1/1r > 4'-6' TO S'-/• 2• . 4• . 1/8- T'. {•a Ile ,w R.AeN IeoNM. Ier� r-.. - --. r i Y e VISIT f0®AE i , �tl tl} N-A4 1 •WAUL MOUNTING a INnALLATIN - AU_TERNATIVE AW --- SCALE Ile - 1• Y uM cone • r .. Iw1P1Iaa r RAat RISTALLA TIVE 2W SCALP 1/4• - I - NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A-S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO 8'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, IN/ SPECinc DENSITY OF 0.55 OR EQUAL. TOP $ BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NA�RepNNpe r os ,Iw1em� Feee,afa I Mom 4e0 r.vypm/upP Rm NeIF1j Ef011� 5 ro g i! CEWNG A TUMOR MOUNTING WALL t FLQOR MOUNiM INST111lTldN - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MA%. SCALE Ile . I- A.S.D. DESIGN PRESSURE PATRIC) SCALE' Ile - I • i Pie :nli 1� I I B I ®Ps m rw I q RIImI Aualm -_ _. K,A cos e.•... FPO NIFII l era SML- 1/4- - 1' BUILDING CODE CONCRETE ANCHORS tx>wcTE AICINORS TOR CONCRETE ANOpO: SEE SCHEDULE ON UNITY I-, (SEE ' ' (SEE Sm"KE R� FOR ROOD SLRW SEE SEC110N ON SHUT 15 ON ­SAW \ ,• p A IW/15 ii4 �1 :• ,. 1/4. 2/4. 2A/4 3/4 tF 4/4 1. 2 k 1W/15 s• E. POURED COMOEIE j - -1' -i _ MET. j MDOARM �. .50G' J.250' - -A 2 * - -- .-- POURED CONCRETE \\ 1TTTITT I ITN i I i iTT FT TT>I SFE lI,TI[p1AL F IN-1I E RTO PA1HW (NIEIUdI (Y/IEIeOR PMW owru l PAEU (END PAIEU S[ES9OHNZT ,. r 61ET7 ,. [P LOM1 IFOR lip Q TO I R IFGN ro asAD�AMTYN r.y/ 7Sm a SBC'� :EMERY a snAo . 12 ,/Y O.0 SOLO . 12 1(2- aG. 1 1 1 1 1 I Ir I 1/4'ht' YACMPE 1 1•ql• IA6MIE 5T1 w/ S•EmNu+s 3/r RAH. (WE 1) TO ty. ,E ,%2' G.C. 3• YET (GIBE a7�� ( f/,4)[. (111 Ti" WT. 2/l.� - I (BEE o � � IWITYPIMIE iii L � I � Il I •T EMD PANELS) Cm ASS ® ) ; (E'�1NATE L aoum R I DETAILS 1/14 3I (SEE POURED CONCRETE dd I i i 1 9 OLD=REC%%AU.MIED r LIONr /4. 2/4 24/i, 3/4 R 4/4410,1. 2 NE IW/15 1, k 1W/15 ALTERNATE LOCATION - I I - ON LIFE SAFETY PANEL L AREA W/NO ENE SAFETY PANELS LOCATION OF IJFE (SEE NOTE 1B0.0W) - -_� Ce11A - L•. RECNAR PANELS w/ OR SAFETY _J ( - - - _.. - - W/O REGULAR TRACKS (SEE NOTE 1 CONCRETE ANCHORS /. /; /., f,.. BE ' UR PANEL((T3 ,. &.TtO BEELMOALLEDG S SIIALL (SEE SOCK" ON / ED•E pyrl qua ALMYS BE PROVIDED W/ ,FAR DANDLE SMn I.) PNIRm LONCREIEJ 70 FACl/EwE IN9ML1A710N r eRE710ED AK. Cp1OIn ) TO BE NSTALLED OR REMOVED FROM IMS M C•.A SCUMMED , PANE A OF STRUCTM. cSHUT °) �D ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-1- - SECTION i SCALE: 3/6• - 1• - SECTION-2 SCALE: 3/8• . 1 ,.• ®®°" ' ' ' ' liw .-1_ NOTES ON LEE SAFETY STORM PANEL SYSIEM INST NATION I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) , OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). B AtT „AML3 (4, (/TLC 1) P�LOSA'ON LIFE SAFETY PANELS MAY OR MAY NOT BE o6TALLM ADJACENT TO REGULAR PANELS A get NOR ,) CKS (W/ OR W/O RED" TRAM.) 2. LIFE SAFETY STOR PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION BS�j1iN B BCT10N B-B PER COMPONENT SHEET 2 OF DRAWRJG. SCALE 3/32'-1' THIS PANEL All ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3, UFE SAFETY P REOURES TOP TRACK TO !� COMPONENT k BOTTOM TRACK TO "p"AIINIII/M,MNr BE As PER SHEET 2 OF THIS GRAMM. N�tL{� p.: TZZ •\CENSf J �ETWYA OR S WELL AS DEIAILS I FLOOR O FOLLOWING SECTIONS , $ 4STQ,�: ?f6 �' :• 1a. FLORIDA BUILDING CODE (NI h VelocityNu cons Zone 4. Yin. LD40,TH FOR COMPONENT ®IS 15'. � - - NO• o" m1m. m MAWMR SPACING FOR COMPONEW 0ANCHORAGE AT Borrom IS GIVEN ON 20 GAGE GALVANIZED STEEL STORM PANEL P ,* tN 3 SCHEDULES k 2. SHEET 14. * :• COMPONENT MAY BE PERMANENT OR REMOVABLE pie 5. SEE DETAILSFOR INSTALLATION MTO W000 FRAME BUILDINGS ON SHEET i5. yA9'• GLOBAL PROTECTION PRODUCTS, LAC. oNL sof., oa - IL ECOINE. yJ 4IOOSW.51STRUT IE SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF '''NSg L u, A rnNr.Nr DYAE FL m ( 20-176 ONA ., a. <.M aA er.Aewa R mY ROE tP54xee-75N, PANS (Ia.)b► aeI N•NH / ff- m fwR N+-f•a SPACERS AT TRACKS INSTALLED ADJNCEET AND BEYOND TO STUCCO/WOOD BANDS. NIANA" .fan � w DI,IawO Ilc P.L St./S mmumt/OAw CA- oWR7,R 1Yv1 WATDI Aa In i. PL 1ilaT 13 a 7/ I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,m.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE nMN HI.Y FYY _.-h.n .RAT pYpWX" AASSO, mvr Ys.. IiNOTI TO CLASSO 7bN oplpMIN L= or THEM .55A _nx r-S• OR LESS 2,/4' UNIKKIm I TNII 5 A 7 .55.5. -72.0 »'-5' To B'-r Yea. 2 3/e MADI.TED I TMNI 5 A 7 .55.0. -no >r_r TO W-2' Ma 2 1I:r • •�� / ..lq -4Q0 I2'-4' R LESS J 1/2' • am �O'i%AR H E 9 a 10 - BOLTED W/ ,/sY-20n• SS NS A WXW K pWP At Y°ILWM IS FW L MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n& QINSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS M& Na MISIALLATIONS AS PER SECTgNS 1 TIM 7. ON SHEETS 4 k 51 ALANeA "A. OESOIH PRISSURIE M I) MAaWM ANKH O VACWO FOR E0. - 3 I/2• - AFP� TO sumoms E k �' xN "�qTHEM YAKBARI PANEL LENGTH 1• W) iAPCOR CF LP -ON CN2c-N rYiYFMMIE rLYAE m PMaYATC F128 To CONCRETE I TO I CONCRETE TO Co"Imm To OSsl�f[ TO C01R3K2 A CONCRETE To CMCRE1E OCK TO CONCRETE To OOf ,[ r N/A N/A N/A 9- N/A •' •' NIA , (TOP) 9' S• N/A N/A /' r 6- r e' 6' I (BOTTOM) r N/A N/A N/A 4' N/A r N/A 61 N/A 2 (701) r N/A N/A N/A /• N/A 5• N/A 5• N/A 2 (8°w0) +56.5, -no r N/A N/A W. /' w A 1' N/A 6- K/A 3 .. (COP) 1 7'_5' R LESS R L95 r Y N/A N/A e' r W] (BOTroM) 1' N/A N/A N/A 1' N/A r N/A 6' M/A , �) e' 5. N/A N/A r r •• •' •' •' . ! 7 (BOTTOM) N/• N/A 12 1/2- a 1/4• 1 12 1/2- R 1/.- 6 1/4 1 a 1/4• 1 6 1/1• 1 6 I/e 5 (TOR/soffow) SEE MEET/ 10 k 11 FOR AICAHOR9 T,•E • SPAOM MR NFIN]ATKINE WO MM FINE BUILDING. -AWUY ANCHOR SPACINGS AND NOW" EDGE OOTwCE AS /WGIED ON THIS SCIMLL FOR EA LESS 71444 PCICON ON 90,IEDULE MEDNCE ANCHOR 1PwJ10 F IAAI"LYMG SPACING SOWN ON SCHEDULE In IE FOLLOWING rACY0ft FOR INS OPERATION 70 SE POSSIBLE RmUCOD SPACING DOOAMD USSO FACTOR 9M11 ION K U35 TIMM ,a1MA SPACING PBWAIED FOR EACH AMONR TM[ AT ANCHORS UDGEAD. AOO 11" 1/4•. WOGY Ile, OLIPiSP ,/r• 1/!'• T'Mtak 1/4•• aLk-PLAS 1/.'• eDY-c rn AO01 SMONS C.) 3 3 3 3 1 •R i Sa Au OInnY BM tN ] 3 ] ,/z i ,R 3 ,/2 IVAOL TA OM OMMM ,0101E ]'Ir ]• 1 W ,m - A3 - 3, /4 UX . 5/8• Lan mm N,SNNG W/ INSTALLATION DETAILS FOR REGULAR PANELS n A CIA -�'� MS. 5' °'/` °` FOP RWIEL IDORH6 UP TO a AD a M o.c. INTO EXISTING WOOD STRUCTURES ' u�l IN 10CTHS UP 70 e-e• M.. on N -,G - IMIEiLMff FOAKE O ONPAIIVILMAn PUA o 11i C WITH 1 I/2' MA. INRLem _ POEYMTON ro HEADER FOR ALL LENGTHS ,A r-r IMP. 1/4//Fpp••41.A0M��.,IOwPEERFBOB�1' oG • �I, lo'O,A1MG ,IGGG HE/mt � •�Q111�-r-.._'R,IF Ii R' 6i2RW0 ' 44 E011 I I ! EOr t aR E01 if ■ 3 G,N. EOL - ( I L MOOD SOA,ED - I RmYIOD WOOD HIDODI 1 E ALTERNATIVE 1W ALTERNATIVE 2W SCJL1E 3/8-,• SCALE 3/8.4• I I I SIX SCHEDULE ON SHEET III 5EE S HEM" ON S W. I to MAW FOR SENVRAPNDN IU MASS. EON t 1 to E01 I I - - EO I I,'' OR EO I EOM E01PUOUNG T 1/2• f E01 1. E01 •� Nr- �WGL15 .I. WOOD 'U'DE MIKE), nAw AEYR.o 1/4' LD. a S/r LONG HUM DJSMM W/ 1/4'Y-20.2' SS. MS. B 8 1/4' 0G FOR PANEL UENC/S U ro 5•-0• ANG 6 ��;�y,�/ ./ 7%Yp�}/y'mom RAY MR 1 r O.L. 'I We O.C. FOR LDACMS UP ro r-11' 0- OR 114-10 PA EUMIE FEMME O OR PA JADE PLUS a ,T ,/2. 0. C MRTN , V••• LAG fW! W 6. OL W ALTERNATIVE 3W ALTERNATIVE 4W +/2 Min IMNEAom PENETRATION A AOMYM or E%RTea Woo° PLATE TOR _ w Iti 1,•WAom IraNMA2iw • NOMEIIN v RYE. SCALE 3/8-1- SCALE 3/8-1- ALL LENOm up ro 8'-r � , 1 TION BUI -OUT DIRECT MID wnNG INSTALLATION NOTE : SHUTTER NOT RHOWN FOR CLAIMY SCALE 3/9-11 SCALE 3/8-,' NOTES wl✓ 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS. PEP ,.... ••,� UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-B' Q: • GEN O� ; •3`: v C FLORIDA BUILDING CODE (Nigh VNxI Nu can* Zane) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Ina _ N0. ^�• m1m Pic. FP PINE NO. 2. w/ SPECIFIC DENSITY OF 0.55 DR EOW :• 20 DACE GALVANIZED STEEL STORM PANELL OF "r s---"'., NOTE FOR GQMM1AT10N OF SECTmNs: ?Jot, ST GLOB& PROTECTION PRODUCTS, LAC. ., FL R10 I-•>y�'O!C SR. 5, STREET TOP $BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY "p •�C. ( u. AA M- WA. 2ip,Rr, ewo 'R A , °M N,_,.M ,r am R,N[: fFn4)ew-76y PAR:mftmr� A_ ' 1p.)esG-MIDI 20-176 INSTALLATION. NAM$St "•rM t. 5[µ/WNM,IUIE/D�,IE _ 0--AYo87LG'1° WKTER A nln i.. ►l- «I - McBi 11 OF 28 STUDS 6 EVERY OVERLAP (,2 1/2' O.C.) 10 HOLD PANEL MEL* ■Oil► ��������� OR O OR DIRECT MGM SPACING SPACING • • : • . 1 . ,. ANCHOR . ,• l•7 • INSTALLATIONS JO.CONCRETECONCRETE •STRUCTURES ALTERNATE LOCATION AT END PANEL STUDS O EVERY -{- (2 11HOLDPANEI­ 0� 5/8' wk (CAN - - - -- - - 3' W. (CASE I) 0 -MUM XSA UPON O IAP-O P CJAM-PN I MMLMO FEe4E ID INSEIIIATE RLA APPLCAMLE OCS" ro To To To To SECTIONS N • �" WOONYN PANEL ,TOOTH l' (a) Mr1N0 .A'. OON" CIS call,T BUD" CON METE LON ETE ZGK CONCRETE Ct� CONCRETE BLOCK OFC01 6' N/A N/A N/A 6' N/A 6' N/A 6• N/A 1 A,2 (FOP) 95.a -72.0 9- 7' 9- D' 9' 9• 9' 9• 9. 9• I (BOTTOM) 5'-a OR LESS .55.0 -72.0 r N/A N/A N/A 6' N/A 6' N/A 6. N/A 1 k 2 (TOP) 5'-0• TO 7•-6' 9' S' 9' 6' 9' 7 1/2" 9' 9' 9' B' 1 (BOTTOM) .55.0 -72.0 6• N/A N/A N/A 6- N/A 6• N/A 6• N/A I k 2 (TOP) B' {' 9' 8' 9' 6' B• 6• 6' 6' I (BOTTOM) MABRA "0. OE9ON PRESSURE RATING A1. CASE 1 (SMw a S/r YN TROY TOP O Am* °6E i (SRO • 3• W FROM OP OF Alm* APPLCABLE TO SECTIONS IF$ WY � MB�TIO MAXIMUM PANEL LENGTH 'L' (ft.) LAPlp - - TO 10 .49.2 -61.5 3• 3• 4 1/2• 4 1/2' 2 (BOTTOM) 7'-6. OR LESS .52.3 -56.0 3' 3• 4- e 2 (BOTTOM) 7'-6• OR LESS +55D -72.0 2 1/2' 2 1/2' e 3 1/2• 2 (BOTTOM) 7'-6• OR LESS +55.0 -72.0 2 t/2' 2 ,/2' N/A N/A 2 (BOTTOM) 7'-G' TO +55.0N/A N/A 2 (BOTTOM) 7'-6' TO 6•-8' i* i➢ ,/4' . SEE �.1 SEE .1 INTERIOR PANEL END PANEL OR B "' SCHEDULE Y 50HmULE -3 !2 FOR -.._. N2 FOR - -3•.. M.. ANCHOR M.. ANCHOR SPACING SPACING V-3' Min. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SLIP 3/1r - t• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE WPUCAIILE OWY M SECTIONS I A 2 INDICATED FOR UFF SAFETY STORM PANEL SYSTEM ON SHEET 131. No. 44167 ,THEN AID. GOWN r,�DAW ROW IHA. r'Ma ,Jli-,H 7' EHL) IIIN.A 9[MMTISM N = Pro CaY,OH •a6.o. -RO r-r 3 V4' ,HNOIIm SCE SHEET 15 FOR ANCHORS TYPE a SPACING FOR SISD4UTONS NTO Woo FIRAE @LAM& Y ANCHOR IPA{NDS AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULL FOR E.D. Iffi THAN NOGTCo ON SCHEDULE RECLACE MOOR SPACNO BY ,AATPLY9IG SPAGNG SHOWN ON SCHEDULE BY NNE FQLO1N° FACTORS, FOR THIS awAr0N TO K POSDKL REDUCED 5,1021E OVAUM MN6 FACTOR SNAIL NOT K LESS THAN N SIACSIG !DOMED FOR EACH A101CR TYPE AT AMGI016 LEGEND. A7BBB>R TWE 1/r. - -_ I/.4 1/4'. F'NI� ,/O. -1/4'. PAID OYOwN v IMOS. oex s. MIN A4Y1 �M 01) i 3 3 a 2 t/2 •NN.•MIa OL) 3 ] 3 l ] luw wMA OL) ] 3 3 1/, 3 ,/z A1B1►L EA NKIE � FA011s1 JS 21/A' - -- - m r ,m s MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM SPACING G SCHEDULE FOR REGULAR STORM PANELS C1i A INSTALLATIONS tNTO EXISTING CONCRETE � CONCRETE BLOCK STRUCTURES (VAt1D ONLY FOR PANELS 1Ok ®INSTALLATIONS AS PER SECTIONS 1 TWOS 10. ON SHEETS 4, 5 k 5) ANCHOR ""MILLI a T�,........!/l uCENg FLORIDA BUILDING CODE (NI h VelocityNurricone Zone) * ' NO. 4i67 aRmO n'Sm ec 20 GAGE GALVANIZED STEEL STORM PANEL Dirp ,• ' �'•. ST ur '- =yO�F GL08AL PROTECTION PRODUCTS, LAC. LIE 01r•/'010 ISIIE •F� RDA si'/O 7(/L�j 4ero SM. e1 S•6T •• N6 '///, // •L / aN t ✓i, NWWA esses. R >n: PHHOIE: (234)M-751k AMAC1'fp4We-e»' PEN : PH Nf-,Sa M : a" m NH 20-1 76 3L%/W OInw4vm NI .III 'ML7R A 8UEI71,R. PE. gPM"ff-iN OYAWO Nr. Sail e v 1e NAUSEA' MAIfMM woos sPMGI,o FOR ta.. s 1/2' - ASD. DESIGN TALON Cr TM -OOP CNA-M PAIHpMAIE FEAL•lE O PAIEl]AS7E ,LDS SIIA BET APPLMAKE ro SCETONS / t IAAIONIR/ PANEL PRESSURE M1P1G ro wwcIE1E ro roNUETE MOCK ro CONCRETE ro I>2NCREIE BLOCK ro CONCIIETE ro WIMPtTE BUDGET Io CONCRETE ro CONCRETE BLOCK ro CONCRETE ro HXIINCRETE ROCNU To ,xNraT[ ro OOACRETE KCC]U ANY COLlSMMM of I,q 1ENCTN t• tn.) 5• N/A N/A N/A 8• N/A 8• N/A 6' N/A N/A N/A 1 (TOR) 6' !' N/A N/A 6' 6' 8' 8• 6' B' N/A N/A 1 (BOTTOM) 6' N/A N/A N/A B. N/A 8' N/A r N/A N/A N/A 2 (TOP) B N/A N/A N/A 8• N/A 5' N/A 5• N/A N/A N/A 2 (BOTTOM) SS.S, -72.0 6' N/A N/A N/A 6• N/A 6" N/A 8• N/A N/A N/A J $ ! (TOP) >7'-5• TO B•-8• � LESS r {• N/A N/A 8' r 6• 6• 6• 8' N/A N/A 3 (BOTTOM) 6- N/A N/A N/A 6• N/A B• N/A r N/A N/A N/A 7 (TOP) 8' {' N/A N/A 8' 6' 6' 6' 6• 6' N/A N/A 4 $ 7 (BOTTOM) N/A N/A 72 1/Y 6 1/{' 12 t/2' 8 1/{' a 1/4' 6 1/4' 8 1/4• 8 1/{' N/A N/A 5 (TOR/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' 8 1/{' 12 ,/2' 6 1/4• 6 ,/4' 6 1/4' 6 1/4' B i/4' N/A N/A 6 (TOP/BOTTOMj B'-B• 70 11'-2' 55.G, -72.0 N/A N/A 6 //4• N/A 8 1/!' N/A 8 1/4' 6 1/{' 6 I/{' 8 1/4' N/A N/A 6 (TOP/BOTTOM) 6'-B' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 i/4' 8 1/1- 6 1/!' 6 1/1• 8. 9. 10 (TOP) 43.0. -l6.0 8• {' N/A N/A N/A N/A N/A N/A 8' 6' 6 1/{' 6 1/{' 6 (BOTTOM) � LESS 8' 4' N/A N/A N/A N/A N/A N/A 6' S. 8 1/4' 8 1/4' 9 (BOTTgA) 72'-4' OR 1E55 N/A N/A N/A N/A N/A N/A N/A N/A 8 1/{ 6 1/!' 6 1/{' 6 t/4' TO (BOTTOM) SEE SHNEEts Ia 11 AIO 13 FOR ANCHORS ,YET a SPACING FOR WsrAUATgNs PIro 11000 FREE BUADrAa WBWY wRRO1R SPALIIIfiS NO MINIMUM fDOE DISTANCE AS INDICATED OR THIS lC1HEOIIIF. FOR ES. LESS 1lNN p01Gim OR 4C/IEOUE REDtxY ANCHOR SPACING BY IREL7PLYNG SA,C.O SHOW R SCHEDULE BY THE F"OLLOIAW6 FACTORS. FOR 71M8 OPUNlO11 ro BE POSSKI, REDUCED SPACSMG omAIED USING FACTOR SILL NOT BE 1L45 THAN IWMIIIAI S►ACRRO 10CA1Ep COIL EACH A/MAIR TYPE AT AnClIOO L[GF1AD. IAC01 v NAP-W •� R•EtIWE vu+A 9OLO-K1 1AL INm,DI /PACING P.I 3 ] 3 3 1 ,/2 3 ••MerelrrO Gw..M (A,J 3 ] ] 3 i 3 In wnl,r3 L►i",► AMA, Pa) ] ] 3 ,n ] ,R • ] ,n AL9Ul BA BDt ErMlL F A C T O R - i , - ,.00 INSTALLATION DETAILS FOR REGULAR PANELSn INTO EXISTING WOOD STRUCTURES & CIA �i 1 --� ih10 MWELMATE PLUS II -�,/ _ t{-10 PAIELMdTE PLUS 5 •� - 14-10 PwRT1M7E PLUS --� 5 1/s' D.C. w/ 1 7/8' THREADED PENETRAION TO \ 6 1//.' O.C. N/ I ]/8' ', ifRADEp PIDE7RJInON TO WOOD �I 8 1/4- O.C. W/ 1 7/8- TIRE OED PENETRATION TO r I EKISTIC W000 HEIR i �, EXIST1N0 WOOD HEADER 1jpM - REOUO#D -� 'i.. E)057NG MT]00 NfiDFR ' ., - -.RAM MR • ,IR e - ._ 11O I4R • 2' �i a I/ stlo • 4 ,/•' aG ! a / z. • / 7 ° V•' O.0 ; 'i 2• 6.Il SIC • a f/r oL MOOD HEADER FI1OU EO �- M" I WOOD HEADER REWIRED SEE SC EOAE ON SEE SCHEDULE ON $ SL1EDtRE ON SHEET 8 POET IRA BPARA ro "Uset SIe1T o FOR Mk SEPNMION ro GLASS. BEEP 8 TOR MA. 9VARATION TO aLAs. MHa. PANEL LENGTH t/41,-TART' %S. (SEE NOTE 1) YS W/ I/rA • -.. M•.. PANEL 1/.'.-Imt' f.i �� (SEE MS Y/ )/r1 , LENGIN NOTE 1) f/aSf-]Wt' S . W/ 7/r. • Wu PANEL LENGTH �I 11 (SEE NOT I) JJ 1 ]/3Y MEN NY (. - --- - , - 7/]2• eNG IRA , 3/ir R.O NV, 3/3 I ].IgEL■`1�1s _ . Avon oNVNA . eIRR,• oYEA.v . Oar oNOw i_-- _ --- - - 50)L 5os 5OB a t• No AAUX I M M it 2w/ u r ' L�J .. WYIO WISIdA - 7/e'P 3/3r MNI :: FA. � 4" ,.. Pan s"YiLo'• Ep, --� • @ IJ3. OZ. EO. NT • :• - - I ' -- '- 1/4•e LAG SCRUMS - 0 8. O . W/1 1/2• PLATE ! PAMEI]MTE Rl5 {IMM PLATE .. -�. �y RE 4WD _RAT_E . -. RCOUMED _ ' �1h10 B 1/{• , 7/8• • RE _ I I '. PENETRATION AT UCWVrH OF PLATE IRO OF PLATE -- r f LAGA w/ -.. ,__ ATTT M NOTND OF PLATE , SCALE 3/8-1- DIRECT MOUR_Q_� 2w IISTALLATION DIRECT MOUNT INSTALLATION 964E 3/8-1• SCALE 3/8-1• INSTAUATONS FOR ALTERNATIVES BW, 9W k IOW ONLY VALID FOR 1EU.UD' UP TO+a3.8, -46.0 P•a.f. AND r2. UP0T0 T2'N4lAAD5 TO CPA•T! ' FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS BE SOUTHERN PINE SPECIFIC DENSITY OF 0.55 OR EQUAL. �P' vC SF •' FLORIDA BUILDING NOTE FOR OMBI AMOM of LTIONS: �_ z Nor ' CODE (High VelocityNurricons aaao n,Eco, etc 20 CAGE GALVANIZED STEEL STORM PANEL Zone TOP k BOTTOM MOUNTINGS CAN BE IN ANY WAY TO SUIT ANY *, = z *-_.COMBINED Q, = GLOBAL PROTECTION PRODUCTS, LLC. INSTALLATION. .40 a eNN AM1 W[N, S3L$nW _ t r : MrmN R M,N - °M OR"m-fm RcfE D e4).56-N41. rAc (,)M-vw 20-176 J/AIJ ,r G-OW67,5 �H� .•P•� OSMNB NA, 2H ML E �1E WALTER A NWT I,., PE. NI 7 ,Y n-fA _ _ �„3 or N INSTALLATION DETAILS 1/.•. LAG SCAM a r D.C. W/ FOR OPTION If 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM I 1 1/2 W. IMMADED PEIEIIM ON ro EXINNG -GOD HEADER EQ ED R �. HELACIER .�, E0r E01fIj -6VF,1ft r'iw°�3Yn PUT, a 12 1/2'.Z. AI-TERNATIVE 1 ALTERNATIVE 2 ln, MN cNm (xE /4'4,' LAGWL o$.Wi2 , DET. ,/1•) SEESCHEDULE ., /OR TO GLASS. ro aws I 'r QOf._ N.._ EQ E01 �,,1F R EO 1 .000 REOdIEO PLATE WCOO PLATE INVOURED 8 Cent ALTERNATIVE 3 ALTERNATIVE 4 rN SWUM 1LAID SCAM f r D.C. / , 1/Y lIR/1DFD PENFTN11OI/ on Yk' ,/.Tad/r LONG oun Kill" W/ ;� �m o ALTERNATIVE WOOD FRAME CONDITIONS PPM„An rDAAE OR memum E PLUS • r oL. W i Ir YET. scm yam. - 1• LOCATION nNEAOED PINETMTO, ro WOOD RATE NOTE : 9NTT01 ,RACE YET SOWN TOR CLATMTY WALL MOUNTING INSTALLATION ,Solt'" CEP ALTERNATIVE 1 WfNs ✓� •' SCALE. 3/r - 1• F _ FLORIDA BUILDING CODE (High VelocityNu icons Zone), Nam •. Ne2/10 nTem. Ne 20 GAGE GALVANIZED STEEL STORM PANEL 1XLMw Br. 1. INSTALLATIONS ARE ONLY VALE) MR BUILDINGS WITH AS.D. DESIGN LOADS W 455.3. -72.0 PA, AND PAWL'S LENGTH I* TO B•-r. TO y•� ST - , ':">p•. FC R10� .._- --� PROTECTION PRODUCTS. LLC. °'/WL 2. FOR NEW WOOD FRAME COAISUCMk WOOD &MMM TO K SOUTHERN PPE IN, 8 W/ SPEC/O IENSOY or 0,55 R EQUAL --y �Fn• • • • • ,- _ H, Sg( A�•�' I L E C O H N C - EHIwWEAMs m SS. 51 sfnw DW( n- =I. N A/AIIIAIN A Rblw•ANT n aN N. r i,MR"+wmt n a,fw RIME TIN) -M& PA: M-)Nb o7B7 20-176 'N^- • ti-: Pw) m-,Fi . f• J nRY NI -HIV, G-OOOAtP •W �� DOWRY b Pt. 9EAL/IOWVS./6S1E OKI" A Tl)]T JET.. Pt «, 4,O 1T-IY _ /QT ,5 D• M ^t^'A ^W W U) N CV V! U .� 0_ I_ O C .� Cu U -a 0- ��^^ O (0 Cn O L_ O - O LL L. O W 2 I..i i F- � -0 .= •ice � Q CV N > O 0 1� 0 U N m^^ LL O CuLj p m IN � QJ N - " r Q 0 S m v, u N m L� w V O a > w tip LLI Q z z Q J d SHEET NO. SH 1.1 I I __ t I I I 11111 1 - -1 1 1 1 1- __ I I "1 "I' I I I III' 1, 11,111111111 3~ -SA/17 Y/11. WAS. (SEE SECTIONS ON SHEETS 17, la 19 7a 4e/17. 9/14 y 3 MAX. 3' MAX. 1' MIN. Mw/t6. 7AW/19 a SAWI ■r/it 7$W/19 0 4W/20 1 Mw. D.M.DrQ- b o o a o 0 0 I - i OI wo, ( EIUY PAWL i IEIIIAX AAQ �, OR,� A ,, ! , 4Y-241 • f i Kls _ A MAX. PANEL LENGTH ( WING ,A,prll•g1 T } . •�,a. (SEE SCHEDULE) 1 PART BOTTOM CPN 1 - le' _ L J- '017'p` TIc YX a lar a Ala. A.4i J" MAX. A1/77, 4I✓17, SA/10. 30/17, 40/17, 5B/10. 3' MAX. 1' MIN. dW/19. IAW/19 a IW//7D ,E' WNII , 79w/19 A 9w9/20 1• MM. _ANCHORS (SEE SECTIONS ON SHEETS 17. IS. 19 a 20) OPTION 92 FOR LIFE SAFETY STORM PANEELEVATION SCALE 3/16--1• D,/.• TAN aP el m,04P .1, 06E AKUtY/ _OUR SAFETY SECTION A -A SCALE 3/16--1- 9 9 ► 191 11]: IF • :.LB 6: B►B LL ► , ae MAXIMUM A-S.D. Max. PANEL LENGTH MINIMUM SEPARATION SEPARATION PANEL DESIGN PRESSURE L (ft.) TO CONDE ON RATING (p.s.f.) (SEE SECTIONS) +55.0. -72.0 8'-B" 2 3/4" UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1,14- IAPCON ANCHORS ._ �4' TAPOON ANCHORS I(4• TIPCON ANGOIEB . _J�• TAPCON ANCHORS 0 B'O.C. a 9'O.C. • YD.C. 09O.C. POURED CONCRETE POURED CONCRETE FIGURED CONCRM Oft COM71MBLOCK OUAIED i 1 «x REOR QUIRED 1 Olt� CONCm C . �� BLOCK REQUIRED 1 BLOCK REQUIRED 1 ' - 1 1/4- / { 1. /4 t 4 I 0 ,\ r 1 ETD.• \ � E0. \ 7"- __ -__i �\ .r-. _-.._. _-1 I r Aw tsrAM.e,I m ' MAI r 4AIN� 1 WAS, He 1 I t DiSLST7L•�`"; 1 I I 1 TF I I C[f{ I i Mw f VAM,IPr m CD 1 ( On I � I �gyIggyy 1 1 pp 3 a• I y 6• Eft_ \ /81 . 3/32• WIND NUT 1. WASHER 0 12 1/2. O.C. TAPOON ANCHORS 0 4 Ilr O.C. (STAGGERED A/ STUD) POURED COOCRE7E _.. OR CONCRETE 6LOCN REWIRED WALL ,ETION 3A O REGULAR PANEL SCALE 3/8•-I' 3/32- WING R CC�- L NUT WSH (BEYOND) �1 4 TAPCON ANCHORS { 1/2' O.C. (STAOOMM W/ STUD) _ -OURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL YOU INSTALLATION ATION O LIFE �iEEn�PANEL SCALE 3/8--1" tK 10 • m FOR Nf.M k AIOYI IWE ,�••• RPOM .. ING F SPAOK FOR MSTA1A71010 M0 IgOD W OD NUR AtWlpl R1YlWM OJ 3 fR/AE 9Ua CHID am D Ai.T10R SPACINGS MID ,RINRIY OEE ARE ON THIS •fw15W".a ON,s•KM 0.) 3 SCH FOR LESSPAWATO SCHEDU E FOR EA. 1138 THAN SPACING a, ON scKeOAE REDACT ARPIOR B, as ll.l OnIW.Y y py 3 3■R V M�9Q / SP STOMA ON SC tHHIS L IT, 14 ro FACTORS. M M ,11E FO100WE $SftLED CED K POI NL TORUSMA OPACM _ - - OBTAINED A BMOC THANI USING FACTOR SMALL ID K ln5 CNNC MINIMAL BPACIIG RSCHO D FOR EACH ANCHOR i,1+E ON THIS SC,EdAE p ,n• ,7- 3' - ,ID _ ARNRaIar m .�I�m eta ar,lt If¢ ^ F >. N, I off o I 1 4I 0� 1 s 6 IDiOFr �~ E.C.• '. / E.O. 1 1/2' - i 1//{Y-20:3/4 s s, M.S. W/ I- .._ . -i-Y/8'a3/32' WII(i NUT WASHER ' !/2'{_ I/ {'a-20s3/{Y.S.1 MS. w/ i. 'T/65ra3/SY WINO MRHE 12 1/2' O.C. (BEYOND) _ I/4 TAPCON AICHDRS 1 4' TAPOON --i 4 1/r O.C. _ 0 4 1/2' O.C. _POURED CONCRETE FOUND) CONCRETE OR CONCRETE BLOCK REQUIRED ON CONCRETE BLOCK REWIRED SUM 4A O REGULAR PANEL SCALE 3/8*.1, SECTION 4B O LIFE SAFETY PANEL SCALE 3/6"-1" Hurricane INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -- IZ4• TAPCON ANCHORS _,.1(4' TAPCON ANCHORS 0 9' O.C. a 9, O.C. POURU.ED CONCp7TE _ POURED CONCRETE RREEQUIR BEHKx 2 �. UI DRErE a.DClc', 1 jam-{ I'9�: _ 1/4.Lex E.D • E.D.• COAT. 1 r w as m 3 1 ^ r I,DmA�aN e 1 nm,a 1 I s $ 1 1 r I r I p I 1 I 1 1 E.D i .� th 10. PANELMATE PUTS W/ 0 . 3/32" WNG NUT MASHER 0 6 1/4. O.C. POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION SECTION SA O REGULAR PANEL SCALE 3/8•-1" TEE ,9 ! 20 FOR k Y� /4•a_p LIp00M 1/•'. BNReEFA1%ME MF wro w w FOR 96TAU110F0 INTO WOODMp" IlA. AIIa10. fMOtO OA•) 3 3YMWIY BUBCHID TANCER E ROO At0 THIS ERE THI OI TIIN ..n.N. NR1.6TYYLtWONSA 3 3MDBE ULEAFOR LESS E R o ED. 1255 THEN es, IT[D HIN fr2EmuE a PvC ncrlDR tpAnc ar OR fGOSUE THE ,n WORK V ■E FACTOR ST FOLLOWING F CTORS. !I THE FOLIO OPOIXION TO ME FACTORS. FOR POSSIBLE ;DID 'e - HOT KSAMONOLW OBTAINED YMND PACING IWVIULNDICATED FO L6. /1W11 ANMUM SPACING VHS FOR FAPI ANGOR ,YIN ON tHR. SAEGAE SCHUMD r _ - -3y ,.00 ,.aD I - - ONM„0. m G f a n Pe o I Exlsnr� I I 1 p r PADAI a �i{-,0.0 PANELYATE PLUS W/ /e .. 3/32• WINO NUT MASHER (BEYOND) _. _PORE CONCRETE CRETE BLOCK REQUIRED WALL MOjf t IATJON O �'2 SAFETY PEEL $GCE 3/B•-1- BUILDING Cn v N CL 0 c .0) co U -0 a)C = CIO O O C O Q 0 0 0 .0 E t` O 0 0 2 L� I- -0 .= �� /U'� V/ INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM �L NOTES: a-7 HANG SroaH PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON MIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 ! PAHELMATE PLUS INTO CONCRETE - - - ACCORDANCE WITH THE 2020 (7N EDITION) OF THE FLORIDA BtR1.ONG CODE. BLOCK SHALL BE 1 1/4-. 7 1�w DEWN WAND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4'0 x 7/e' GULL -IN ANCHORS SHALL BE IS 7/e' INTO CONCRETEFOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. WOOD HEADER - I No00 HEADERW000iFMfT1 i' WOOD LEADER FORA ORECTOMAUYY FACTOR Kd-O.B5. USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (ASA.)tREQUIRED Iy _-�EOVNEO pEyUe¢D �� '-pEO1M1ED � ,: /4• R-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL D(riT) TO '_14'A 7APCON 0 r O.C. DESIGN PREMPRE OUTBIDS MMATED ON SHHEETS 25 d 25. ENGAGE 3/4• INTO ANCHORS. �1 4Y UPCON • 9' O.C.1 /4'0 TAPCW O 6' O.Cl/{'W TAPCON 0 6' O.C.-Y1 WN. THRFI�D M TO VERIFY THE ABOVE comon M• ULTNMTE DESIGN WIND LOADS DETERYRffD PER ASCE 7-16 1 7/2' CAN. THREADED / �(t 1 r NW. 71IREMEDW/2• MIN. THREADED ` TON A7 W000 11oN AT 'WOOD SHALL BE FIRST REDUCED TO RSA. DESIGN WIND LOADS BY MULTIPLYING THEY BY 0.6 IN ORDER TO B3) IN CASE THAT PKCAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE TENSING WALLATWOOD I TIOx AT WOOD ;I j TON AT ,FOOD/ N I HEADER; HL'ADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INOOOED ON SHEETS 25 r 26. ANHORS SHALL BE LOAD ENOUGH TO REACH THHE MAIN STRICTURE BEHIND SUCH PANELS. ANCHORAGEHEADERHEADER%I�KEAOER ,TINIER STALL SE AS MENTIONED IN 8.1) AND IN 8.2).;y . _ IN ORDER TO VERIY THAT COMPONENTS A)D ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASEes -0>/2' %2' - 1/4' I t/2' 1/4' M 1/{• 1/2 1 I/1• r . 1/2' 1 t/4' IN ALLOWABLE STRESS FOR WI D LOADS WAS IM USED IN THEIR ANLY$15. FASTENERS SPACING TO WOOD HAS BEENryea. + Maa. Ym./1v-- OEt'ERMINEO M ACCORDANCE MOH N.D.S. 2015. (C) ANCHORB BE INSTALLED FOLLOWING ALL OF THE RECOMM040AMNS A D SPEOMATONS OF THE ANCHOR 5 T1 I-_._ --R �: ___-{2. 1 2r_-.__. 1 MANUFACTURER. ii` OL 2• I' 2• ` j W000 RENDER - Min. WOOD rEAOER A STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERI IED IN ACCORDANCE WITH SE'C(1ON 1626 OF Ar / 1 NMil REWIRED II REQUIRED THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. MC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRME WHERE SHUTTERW.... •OIN�', � L__ MCFROM THE INSIDE OF STRUCTURE. CONTACT YRTHTHEBUILDINGTOPREVENT WINO/FAN INTRUSION. CAULK AND SEA SHUTTER TRACKS ALL AROUND FULLO I t. To i3I6iwG ODSlr10 Ka. _� 3. SER1E5 7000 NNSTRLLATON K APPLICABLE TO SINGLE AND DOUBLE RULING STYLE WINDOW$ WHEN 1NSTAW710N IS RECURRED TO BE LENGTH. ORE 90EAAA PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY RAN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING O N' : r Cm W.Ux I i• YOv Mar. OAss DK WMOAAE - ro II/W6 r ( BELOW) ( BELOW) FIRSTItND ro Dues (SEE NOTE , KLOR7 oN RUT Cq ez EXISTICLASS ON setT th I RECUUTONS PROVIDED BY THE JURISOLTION WHERE PERMIT 5 APPLIED TO. EXISTING 0n. sIfNRA71ox - �. ... - 'Z_ PA a HXA55 atwwehl.. PANEL LENGTH w. K)AIaTpN .L. �, CLASS -L. 4ALI. SERIES 2000 INSTALLATION 5 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORQONTAL SUDERS ST'rlE WINDOWS WHEN �� PAOEL IEHO'Mt { h I' 0QT POE fOUAf PANEL ?. Y (SEE OT YI BELOW) TDB.. r PANEL LENGTH - rC"-... PANEL LENGTH INSTALLATION 6 gEOUIRED TD K PERFORMER FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOORS, MC. E - 2 HANG STORM PANEL SYSTEM^' IS PATENT PNOBC. C N Y 7' Mm. GI/,5 l' a SEE NOTE I ro aLARf _ ,_- ( ___ rroE a INER IV / 20. a sw I.) 1/a•R-2o.1 �....._ ON BUT ti) (SEE NOTE , BELOW') 1 4.0-20.7_• _ (SEE NOTE I BELOW) SS MS S5. ELS H OO`Sr 5.5 MS _ - _ 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OMERLYISE NOT Ep) 15. (0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER t5 GENERIC AND DOES NOT PROVIDE i 7/eY R S/321 :1. 7/6•P. 3/32' 0 .. W/ INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CDNX1XX DEVIATE FROM THE P.ED. r 1WNc WIND W' Na NUf3/� 6. AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOT. ( ) CONTRACTOR TO BE RESPONSIBLE THE SELECTION. PURL AND INSTALLATIONINCLUDING LIE SAFETY OF Cn APOONji I ( 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 min., GALVANIZED STEEL D THIS PRODUCT BASED ON THIS P.E.D_ PROVIDED HE E DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON - L r I !f oG W//I 1/2 1 f I DESIGNATION w/q- Se.s (AFTER ROLLED). T"5 DOCUMENT. CONSTRUCTION SAFETY AT sTE 5 T# CONTRACTOR'S RESPON580.DY. Q Wh. THREADED ppl7RATIOR AT _ _... _ ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (t) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDIp ERED tWAIF MODIFIED < (� • - MOWW- OF PLATE _ _ - SOO13 W/ 50 lot YIELD STRENGTH AND 90 xa; TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. (d) SITE SPECIFIC PROJECTS SMALL K PREPARED 8Y A FLORIDA REGISTERED ENGINEER OR ARCHTECT WHICH WILL (}i 0. 6' 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A51 304 SERIES STAINLESS STEEL WITH 36 l ei MINIMUM YIELD STRENGTH. BECOME THE PEONEER OF RECORD (E.0 R.) FOR lHE PROJECT AND WHO wNl BE RESPONSIBLE FOR THE PROPER �1 � i - � A USE OF TIE P.E.D. ENGINEER OF RECORD ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SWILL (l u (J W u(� 10. ANCHORS TO WALL SWLLL BE AS FOLLOWS: SUBMIT TO THIS UTTER THE SITE SPEOM DRANINGS FOR REVIEW. Q 1 0I i � I : (e) THIS PLED. SHALL BEAR THE GATE AND ORIGIHY SEA AND SIOATWE OF THE PROFESSIONAL ENGINEER OF n TO X xN0 - RECORD THAT PREPARED IT. _! - t . 1 f0 `� `•. + OD ,\ � ,/4Y TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUILDER, INC. (MIN t'c-3192 D O.r.) 9, ..__� L i! .... 1/4Y-203/45.5 Y.S w/ _ _ , EO '\ U II .. - 1/4' 0 X RUES' CALK -IN ANCHORS. AS MANUFACTURED BY DEY/ALi INC.(MIN. t'c.J000 D•�;.) •(� OD.R_ t/a'.-COLS/{S.S Y.S. W/ EO _ Ia. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN L-' `E 7 .. 3 32' WNHG RR 7 '0 3 32' WING I ` 7 '1.] �. ���/�• " Mlff _ ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL K PLACED FOR EVERY OPENING. _ L i I; - i / / - . /11/32• WING NUT - /(4-10 PANELMATE FEMAI 10 k PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTOR PRODUCTS. J6 / WASER • 12 1/r O.C. WASHER (6EYDI 0 \ rc-3350 P-�L) LABELING NT COMPLY MAIM SECTION 1709.9.2 O' THE FLORIDA BIRLORIG CODE. WASHER 0 12 1/2' O.C. NVT WJISER (BEYOND)TAPOOK IF I __ , L __.. _J t (sT4AGDERED N/ STO).C. .-r- TST4AKBED w/ SiuO).G .. _ H 1 1 TCN AT BEADED _ ;' WOOQ PLATE �.7 . 3/6 ' WING NUT 2-.4' WOOD PLATE ':7/9.0 . 3/32' WING H7T At) WNWl1Y EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4' AND 2' FOR PANELMATE a O _0 w/ I , /2' MN. THREADED W 1 I r Y A mewi THREADED �. d' PUTT _ REMAINED ER O t/4' O.C. REQUIRED - RASKFN 0 (BEYOND) FEMALE ID a PANFIYATE PLUS. U _ // // -'. ..•.:. PbNE1WIT10N Ai YIAIO7N ' MNETR,IIICAI AT IWOINO7IH � _ i.{• ROOD pUTE DUCTS A2) MINIMUM EMBEDMENT 0 �i4•. X 7/�MB�a CALK -IN ANCHORS SWILL K 6 7/B• INTO CONCREi. NO EMBEDMENT INTOE- • 4' HOOD MATE ����OF PLATE -_. , - .�j1 �MODD PLATE _ i �1 S ��4PAHELAMI/E1 7 6 - ' '1 Ot 6 1/!P OTC. Oh/l 7Y - - ANY "ISM MATERIAL 5 K O ' 1' - - EELwHED - REO IRREDWOW PLATE W MOUNTING INSTALLATION MIN_ THREADED PQIETRA ON MN THIEADEp PkSEiR 10/ EXIST) T(7 ENGAGE 3/4' 4. 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHWULD ANY FINISH MATERIAL Al TFRNATIVE TAW O REGULAR PANEL ALTERNATIVE 7BW AT 11IpW10T" Of PUTT AT YIDWIpTR Oi PUTT INTO ANCHORS,WALL moughm WALL kta tQ A. T;MFy SCALE 3/8.1 O LIFE SAFETY PANEL `r A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR _`FT.......[/.f✓ raw PANELhAN% N/I SCALE 3/9'-t' I.1.•1N,NAI FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL 3'•vCENuE,A N I BE AS MENTINED IN AI) AND IN A2). ` TL- $cALE s/e -1' scAE 3/a -1' T:�L�Z4 ��P A Tr(�/y O LIFE SAFETY PANEL No. 44167 /.. (B) 70 EXTSTI - RITE BE K WAr sr.WE 3/e-, IDEAS ':s sGUE 3/8'-1• •l� s FLORIDA BUILDING CODE (High Velocity HIM can* Zone) = FLORIDA BUILDING CODE h Wloc HUT Gone Zone), 1. INSTALLATIONS AM ONLY VALID FOR SALAAM WITH ASA. DESIGN LOAN :� v FLORIDAFRBUILDING CODE (Nigh V01« NuFY{eona Zone), - - 1/4' 0 TAPCON ANCHORS A$ MANUFACTURED BY I.T.M. BUILOE%. IN:. a BI9R5 44167 exw nTEOD. RC FP. - t/4. 0 X 7/6' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (rm-1500 P.s.i.) PION, 1L7Em. NC UP TO +55.5. -7LO PSF AM PANEL•s LENGTH UP TO a'-e•. 4 1 Pam0 IWIIXYI. 4C rP _ NO z 20 GAGE GALVANIZED STEEL STORY PANEL s O' F FP. N0. 1G 20 GAGE GALYAIIZED STEEL STORY PAWL GRAIN q. _ ; * ? ` DRwR IN - / 14-10 PANELMATE FEMALE ID AND PA EUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION /� ' . (0$JOA .: N4 20 CAGE GALVANIZED STEEL STORY PANEL oWW sY. 2. FOR NEW WOOD FRAME CONSTRUCTION. ,MOOD MEMBERS TO BE SOUTHERN 1r ; - PRODUCTS (rm-2071 p.s.i.) '�:=J'i � _ 1. IN5TAU1gM5 NE OAY VNA FOR BUIDIgS MIN ISO. DESIGN LOAD$ �• r .• V� PRE NO. 2. W/ SPECIFIC DENSITY OF 0.5 OOR EOUN_ :'k : _ C /� �Yy/MAM pp/CE��HA��. /C q/a/�pf. UP TO .55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-B•. eL , A� - _� 07/2knm0 'h/ - N`• •� q/S./Smp j ' E C O Imc. PROTECTKN r 11BET W U.Y. pL1C '%4•/'• Tom• j' t% MOO SW. et SnQT N N NOD Sw. FI RRRT S ATE Q BALL PROTECTION PRODUCTS. LLC. IWiC _ . UAL GLOBAL PROTECTION PRODUCTS. LLC. DYE 2. FOR NEW wooD FRAME CONS712UCTON: w000 MEMBERS TO K SOUTHERN 'ILe.'Iy,,.yu�..JNM INC. ��a ••. Ay .: ND iw et 314 '' O,N: •. ORIO a ANr DOTE FILL =14 (^, C� i,AQF •. , ` t YAJii a ANY DaIE. R 3A,4 PINE ND. 2. W/ SPECIFIC DENSITY of 0.55 OR EQUAL •20-176 / "LUT a AMY DIME. EL 3A,. WeeIFw R r x ,aKN. 4tYY N n,•4 PHOIG (Ree _75•a PYL (w+)ew-em 20-176 p c('s A. 7.s a. .. xL rY tI� n m. n,ac: (sHN1■E-7w. Nx fw)Ftl-e»7 a.. .. s. m = MAN nwc lwNs-7sM. FAX, fW6.Nw-Im 20-1 76 FSSiO e.., oR,RRM Nr +INNS N E I..-. PIa "•-'rA-011M),: IH-raN ee w Ne REWXa Nn G-mO 1i nr• rU,w rt NUrA, WAWK - r,r- pNr 4T-,RED A-- m- .w ..: P.y N -,a P.E. f ^,vmATME/MTE Nu A ur A" Pt DA .7-W WWET 71 a U N H/tN . RAL/9•wVNE/I wWTu A TII1R A•., PE ,n.W I" ■4DT w O tl '"IIIIIIIH PL 8A4/W04TLK/OLTE •T,LWII A IWT'JRr., PE Y,f-w _ _ M � 1RQT H a 1f _ _ _ COMPONENTS FOR SERIES 2000 A 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) -. - - - -_.- __ - 13 1N' (TOTAL WID7HH)---- _ _ - _ _ , • - - 2_250I r-- - -- 12.500- (EFFECTIVE MOTH)- ( - __ _ 1 I_ __ - --"- - -4 1/4' - ---- "l -D 0.038' ,NTH. IN"HEYMED,.i 3.500' T.244' /I 1 2.657' OAAWRm NSTEEL EDGE `10 20D0• .2 ?' 'HEMMED �� ASTM A-1153 • r � EDGE GRACE so LWamum DETAIL AJ " i L.-J L-BE/A0. A 48J7 , R. /Z3• R7 ® STORY PANEL 1 - 2.470' - REVERSED "h" TRACK FAIEN Hrm END UP / 750' - w/ nEMUEo mcc 250�;;�Tj�-;;T��..^...j,,^-^-'T-;�;�Fj 2sD. - l YI' ` 72 .1b 5' .z5o•�- . - - N I J-- Qr 0-1 ISOMETRIC VIEW DETAIL A 2.000• ROUNDED CORNER 0 ENDS OF PANEL'S -- -I END UP W/ HEMMED EDGE '�• .750' I zso' O "J" TRACK O5 t- 1 t 4 OWER i t 125' 6061-TS Alum. ALLOY ( u N 7" ass' (RYP) VCEM, ✓� N0.44167 FLE - -i . - S "M Ta11XD. IN M 750• - ox.•.. ATE OF ; Q =-- _ _ VHF � •., GRID O7 3 W(Max.GLE ,) ALUM. ANJ ,STOP BAR S/ NAIL % - 71L E C O B91e G t 1' LONG N RNUNI a aNlKan+D 6083-75 Rum. ALLAY FI l URN t i NA ,W4701 A kB A "H aD fLa. � NC -2.591*- RL. I 2.250.7 Jy f 075' l 2.600' 2.244' 4F REVERSED "U" TRACK , 2s' r_ 2.000' t.._ f.125- © 2 1Es (MeBi ALUM. ANGLE 3'/24 �4/24r Pa NDrt 2 9DO'WN 1 •/24 W/ OR Am ®' ® Pa NOTE 2 BELOW) 3• M... 2'/24 P V/24 4 5 � Q. 8 PEE Am 3 Brmw) s,..l• SM.S POI CONCRETE ALCHORL 3� mw 0 EICHI 11YN. CONCRCIC ANr1ApR6 3• Ym. or 3 STXHmLIE ON MEET 25; Fop WOOD SCREW, r-, --- �Ma SHE BECTIDNS oN W.r 26 Yn.. A 2 PEE SCKKDAA ON RHQT 25) --i ,- III+. yr - i� � O � d d d 'll O O d d � a• O O I n�■A■■■�■cult■�■Q■nl�■�iR9■�u�■�■�■�nA����■�rI ICI' SAILS 3P- IDICH END Or I I 60 X •L' j..,r.-.T'j.- � 60 X -L' (INTERIOR (FnElegl bAN l) jwtwn' (NTR PARR) I(EMD PANEL) BEE � BElew ;SEE NOTE 1121 I �' GIs� J IS i Le, 1.1 11 ) I I1 li > l_ _ M•�NIrRS 40 X .L' �.. T..I `�_T_ _ '_ _ �_ . _� _I i ( -,I L 40 f L• ' I 71 ! • - • • .. • • • - • PAELMATT (Typ) 3 2,y L-3._, '., BEE NOTE { KLDW ..' mar M•,. FOR COKIOEIL At1OlORS: SEE BODED Ulm. EOEDNE _.:�Ir-.- MY K LOCATED - - rLMATI t T,OH AT PAEIS� 1' Mn. p1 SEEN 2k 10R R000 KIEM: 1• Yh 9Q KC10,6 ON BEET OD ,,/� D OR (1) W/ OR /am w • (2)16• AT aD:1 1/2• 1 1/r EIO MNIERWR ` (� i3aW a �T PAEL © TO K ObTA319 AT GCN z PAEL 1D K INSTALLED A EACH OPD01r SWIlL ALwm K PR710ED YI/ TYPICAL ELEVATION EOR S OPENING 44rLL ACORNS AT AOaOED w/ELMnON REM NA/sAE N FACILITATE NS7ILLATYPICAL FOR REAR WHOLE TO FADEtTATE RNSFAUATK:N E-Z HANG STORM PANEL SYSTEM P NIT"DED TO K INVIA'LED FROM IF INTENDED TO K INSTALLED FROM - WSKIE OF STRUCTURE INSIDE OF STRUCTURE. 9rAE A/St• - ,• 9DNJL 3/32' . ,• r,/4• LI OAP , I/.- Ye.. DAP I^, AN. Me wwp -1/4. We --- -- Or ml I OW W/0 O. 0 1 2 SECTION A -A IA,ERNrz LLX•A7mN SECTION B-B A aD PAN0.4) SCALE ape' . I• sou vw - 1• (1). DEFIN- K SERIFS 1000: E - 2 HAND STORM! PANEL SYSTEM CONSISTING OF PANEL + Ni waft TRACKS AT TOP a PANELMATE PLUS OR 19" LONG (1). DEFINITION SYSTEM N OF SEMIS 201 E - Z HANG STORY PANEL CONSISTING OF PANEL + (rA BOTTOM W/ PANELMAtES. Cent. TRACKS Top a BOTTOM. (2), END PANELS SHALL ALWAYS BE CONNECTED TO E�1NG STILL WALL BY MEANS Of (2). ED PANELS SHALL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (BJ $HALL K PROVIDED AT TOP OF SUCH PANELS. PANELY11TE5 OL i USED JgNILY W/ 15' LONG R) TBACK AT BOTTOM. END PANEL$ SHWl BE CONFECTED TO W/ 1 1 S-2M3/4'"115. W/ )/t(7x3 32' WING NUT OR 1/4•e-TORS t(L3 (J). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHAM COHI OF Min. UMBSCREW MO TAPDEp CEP; AS B/E(;2L-) DESCRIBED ON NOTE (J) OW). 1/4.0-20.3/4- M.S. w/ 7/8'Ox3/3r WING NUT OR 1/4•h3/4- Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (3). FOR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 15' LONG © AT EXTERIOR MT FLANGES OF END PANEL SHALL BE PROVIDED AT OU END PANELS RE WT OF SUCH CONNECTEDA T. BUTTON TR,IGN , x STOP BUR (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED To BOTTOM CM TRACK (i.e. TO A TTOM BAR S ONLY USED AT TOP Ai LEAST 1W0 PANELS SMALL K CONNECTED TO BOTTOM TRACK (4). FOR IFWALATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS ;NOG ON NOTE (5) ABOVE. GIST. CONNECTION OF PANELS YOUINTED TO EIOSFING SILLWALL B�YEAR OF PANEIMAlES, ONE ONIERIGiR PAN0. L ATIO TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5). SEE SECTION t', 3' A 4' W SHEET 24. SCE ANCHOR SCHEDULE ON $MEET 25. MAY BE USED JONRY W/ TRACR (2) A7 BOROY ATTAOBNo BOT7O1 TRACK TO MMLI Wl TWO PANELANTES FOLLOWING SPACR/G SHOWN ON ELEVATION AND W/ 3 1/2' Mn. EDGE DISTANCE- FOR THIS IHEERIOI PA/El USED Y W/ (6�, ONSETS D MNLIIHINNINAM NOT NEED TO BE CONNECTED IO (T2N)E Br AN'/ YFANs. TRKX $HALL BE INSTALLED A• Tr[ NAM war THAT ADJACENT PARRS LEFT 0 FLIGHT SIDE of PRNEL) HAVE TIER oYuaAPs RETRIED BY �. �qEA .......Ujy $y\P: �CENS,c-•�9_$F-___. _ FLORIDA BUILDING CODE (Hioh V•l«HY Hurricane oe,xerr[ KNaYAR INSTALLATION -DETAILS FOR SERIES �Na1yA�PANEL t INTO POURED CONCRETE -- - � 2000 AND 1000 E-Z HANG STORM OR CONCRETE BLOCK 6) to I-M IM) _ 4 -� �- (i'.`oo a AR.IOIY •ourm m.aMm°'rF "AB � T , l; M.S. _--- i 1A Ito a f -) 5 �lfdm r-tF- •te- 2 mNOE,t� \\TO• p \ q G,a,• fxa.� vo s DNL,a G } ';1. �: �\`� .�•, r I 4 J L :\ DN,ROAI E( 1��1-fO•f/,' I G�BO d (p _ WE RaaO 5 PARI` I --) F MD■RI N e I 7 i tYwJ r 1 I saw 1 1 � 1J I )9 1 I R'1W i syan'• , o.c i 5 i i 1 D r A A 1 t' � meET ss - S� Ip4�RIKI Iro aAS i I �,/•-a-2a3/.-M�(/6jag3(TI i flKO IAIT HAND alr �L� sENEOin i '' 2q3/ Z W N' r" i TO aala ; wK ,� T R YE RfEKaE IL-. � i r aOlt►�j /R'h3/3f- I� sEt foEOAL i ,H••ra.Hp. am rral SHEE, mm ; ^..W.=,/ 1 enper. Opp tl I I 1 1 ��,I ---- 1 I } �■ l 3 T'4- I"" �^ ur. i 3 yW I gpEE i i I ,Y oac• 1 mrAeW off- `t ' T- 1 rARAINV p -I'•`->wcon Mn a ,/•rp-gma/.• ED DD 'roll >r� ' _ _ I - 000MUXe wiln�---c•--,-•--Eo- /H7 .• II wo ,®ABED Ffoala"i1tli� E .�fDO/ ,mvr Y ! �u AX,ww,r ARaIDs� fl[t ealmuA % , i0ai) - " mK o L< a RED 7aO r••''"1°�-ia .n/RYsnr Aar• T I ADC, RL-) A IC al Rr.a a) WALL MOUNTING •O .�- INST. WALL AND DIRECT MOVNnNG INST. (I"ua m"eKDI„L•a0 wm SHUT "I SECTION 1 0 SE LE 3/s 2 scuE 3/6- ` FLOOR TO CEII MOUNTING INST. BUIL -OUT MOUNTING II 9cME 3/8.1• {2y yy/ 4M:1 16 p g fLE fPWnG.TONR aLalawl�RS Hal YI!wE OF(��D. �P .,A A TOP q �(,L�L N (W WND . (W ® ; SECTION 3 SCALE 3/a-1' IINKININI �� �:. SECTION 4' SCALE 3/9-1• 4 Gtry� aaT•. HIOINK WED M ,DOD EOm- 1 IWALLAROK Tom ON Ham n. �''y`C �•- - O MP a BOTTOM MOUNTNDf vNN BE ND. 44167 3 - FLORIDA BUILDING CODE (High Vel«I Hu one Zone © _ C01 m INAN, war TO sm ANY HSTMIAON. emao RRTC. Rm. � '�:,• STATE OF 'Q r 20 GAGE GALVANIZED STEEL STORY PANEL Owrp - BY DETAIL i 8CA11: 1/2' 1 VIEW ED. -Ear DTMKt GLOBALUCTSK L:C. q OOW. CT7ON,F ° COMPANY N�cOD =1lwom-.»r 20-176 P;. SEA1/SmAnAE/DAE . WALTERA"n1I_ MWWw w Ae I,-R,P: IN Cn.�--� C_ Z3ICU O C/) Q U O 0L- W w ZQ Z Z Q J SHEET NO. SH 1.2. I r I MAXIMUM A.S.D. D I&W. "ARM aEpA AFIDN OIASS I CONDITION A TO P.F) (SEE ) SECTIONS .66c. -751 70, OR LESS 2 9/16' BOLTED • D'. 2•, 3'. Iw. 2w • 3w .Mo. -n.J 70, OR LESS 2 7/6' BOLTED • .' . 4w • 1 4' PTO / ' PANELS ! WMGNIr AT 04A AP t 40% OF PAWL LENGTH '.. IN t,•l.h I..; -•A) • .RHIL••:•.K.i-,:.H.N7 •.M. 'T CH NMI d- A MAXIMUM AS.D. DESIGN LAMM ANCHORS SPACING FOR E.D. - 3 ,/2' - APPIRJBE O . IT0 O TIE3R MAXIMPANEL LEM16KN 7 (H) PRESSURE (P. i q• Lf. TAPCOrs CIAN-N pMW TJAAA rOMLL D pANDAAATE Pus O MOST[TOCONCRETEI O CONCRETEToCONCRETEI O CONdQTE'TOCONCRETEI O CoWcwTE • DCA 12- N/A 12' N/A 12' N/A 12' N/A V a 2• (TOP) 11' 3' • To. 3' 5. 4. 5- 4' V (BOTTOM) 12- 3• 12' S' 8' 6• B' 8' 1 BOTTOM) 1000 ++ 66A, N/A N/A N/A N/A N/A N/A 12 1/2' it' 2' (BOTTOM) -75.3 7' N/A 6 1/2' N/A 4 1/2- N/A 4 1/2- N/A 3• (TOP) 70' OR LESS 12- IT 1 12- 1 N/A 9 1/2' 1 N/A 9 1/2' N/A 1 3' (BOTTOM) 12' N/A 1 12- 1 N/A 1 12- 1 N/A 1 12' 1 N/A 1 4' (TOP) 12' 1 6' 1 12' 1 9 1/2' 1 12' 1 IT- I 12' I IT- 1 4' (BOTTOM) • UNTIE TO 66.0 P..t. AS.D. DESIGN PRESSURE RATING. .SEE SLEEK 25 FOR ANCHORS TYPE . SPACING FOR NSINIA/gNS MD WOOD FRAME sukam IMMUM ANCHOR SPACINGS NO WMMUM EDGE DISTANCE ARE WNOEATIM ON MS SCHEDULE. FOR ED. LESS THAN INDICATED ON SCHEDULE RLOUCE AN[NOR SPACING BY WLTIPLYM SPACNO SHOWN ON SCHEDULE Be THE FOLLOWING FACTORS, FOR THIS OPERATION O K POSS L RmLICIM SPACING OBTAINED LOSING FACTOR NOT K LESS ?MAN MNMAM SPACING NDOAIID FOR EACH MOM TYPE A ANCHORS LEGEND, ANCHOR TM[ Iles 1/4", 1/4•. - Ile._ TMOBP lw' ••A'd'•', ORK"' MIN ANCHOR NA.r CIA) 3 3 3ml� M ORTA•p OWw1N HMS 3 3 3 I�'A"'1 LW-w. eNa SIN 3 3 ,/2 3 1n 4OK [d Om Dl9Q� FROM , ,n. _ } ,/r - -3• IDo - 1.D 3 1 Im 1 + REOUREs No.. DISTANCE wrauN sOTOM OF PANEL i -I1/2- AND ® 10 BE lIr 11 01I. I ++ REQUIRES 00.. DISTANCE BETWEEN BOTTOM Of PANTS AND CD TO BE 3/l6' I 3/16' Mo. BUILDING CODE COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM (SCALE 1/2-17 PANEL SYSTEMS ___-- ---- - _-15.125- (TOTAL WIDTH) " _ ---- - --- -- - --, 2.157- - - -, -- ____ _"-12.300- (EFFECTIVE W10TN). -_- _. _._-_ -_ .. -_ _L -.193' 1 E, t/1'.-i0.3/4• '- )SO' eS RLa 0V5 CL / ) 7 --374t.125• TO MOLE • 6 1/4' - t ISO' 18e•-! OR • n +/2• o.c. 40860' 300 , ---1.350- _- �'�, .. I. so ; .. - w. - 7 1.350 '1.500' _ _ _ ' \ I - - ^ IF _ _ _ 3.3is'1'¢YMED 4' Wk. THICK © /:�.ti , 1D0- f OB8I`3 I (MAY 6E KNERM) D•{�z r-,,,- wWA2m STRL 2.000- .064' 084e7Y -, 500-EDGE S• ASHY AAS,iTAP. 1 250' L - -DRAL A GRADE 8D 1eMYUY 0-60 Cxv. � - \-, NEL111ED EDGE ------ - - - - - 1 J75' - -". - - � L. . L-t �.J .,mYPS-)T T YP.) I--._'-.,.3w-- Qi STORM PANEL DETAIL A I - 1- - 2.000'-- 1 PAELS . BE .STALLED ALWAYS FROM LEFT TO RIGHT W/ 1/2• LEG ---2J87•- -- (�)"He HEADER 3 ME- TRACK 4 ANGLE WITH STUD AT Em AT LEFT WE OF PAWL y / AMAEI.Y LAO LA? � r/ 1.Dwlm EWE) 1-1 40.05 R LAIY OF .PA TOP' .375- - .-770'- ' PANEL - 0.024- (Mm) GALVANIZED STEEL ? •MIL 133'L ..270� ' •- T - .- �__ 'U.250 - NEM6AE(`, - ( - (.. L. Epp• l 1 407 ..625• p.623 - - -- - - : .6r]o6• 1 _ 0375' , (:uEl((F( 0.230'R --I -- zser - 2.250' __ , . - . ISOMETR_IC VIEW DETAIL A 1 -.-�_-DID ,�:T :.9sir II •- a..270_ wn - - t S OR O1. _4504 ROUNDED CORNER O ENDS OF PANEL'S , ..05 .Oaa. _,- •--3.376' - END UPW/ HEMMED EDGE. (N,T.S) 1 .625' .375• _ . O OM .123' ].750' .072• 2.500• 1 .D91' .-7- (�w� I (TAP.) .750' {lf�II I 2.124• --- .750- _. - O KEY HOLE WASHER 'KEY ALUM. ALLOY I EDGE PANEL - - .ISG- - B KEY HOLE AT PANEL .SEE SHEET 6 FOR ADDITIONAL i 7 .813, LIMITATIONS IF WEEK LENGTH t5 I I•. 2 .09,' , 250- ( S7s• O SLEEVE 2 , /8• ' MAX. LENGTH _ 125' - (,,N.l 1- ONLY WADI FOR INSTALLATIONS INTO WOOD STRICTURES. A 11T- L 2s� -- I z o90 - 2.00D 3750• _..,w• -2.54A''.. _ --i I 173• 2.000' R .Car - t-., 18' (TIN.) 1 050-. L _) L750- 250- (7 REV. 'H• HEADER O "U' HEADER 1 E I (Tn' ) - ® SLEEVE MAX. -,• MN. ro s• ur. - - - 2.000' -- _ 1 G H 1 O ANGLE O 11 "J' TRACK @ PANEL HANGER .n4. - - -' JOOO soar-K6 ALLOY r. ^ -__T. I I - �. i_-- -3 .on'- -211' MIN, ,.a7, z.DOD.I' T s R ,.lu 8Ml0' zS0 t *„ANwNNMA s 1+�`Ei1 A: T1 - ((I 1 /4( 4' WI�QE)WIDE) 1411;P' - ENgi...,� (I� MLEM) R E-ZT6HANNG STORM PANEL ALLOY ? W0.44167 F iLORIDA BUILDING CODE Non ITS h Veloelt HufriCana Zom1.D0 123- jam. '�. '---INN. O ® MIN. O ® 1 __ ) �'I.zo,.I + I..----L_I. - - % . STATE OF r _ • A'�' K' - - 21 OMiEGALVANIZED STEEL STORM PANEL �l N:(__... - 2.000'--- 1(TYP.)(L .DSO'-.,. t_ 1 _ - SEE SECTIONS - _ _ MIN :.$•. $ O' F DA : _ - •'r...' IL E C O ECG. IIItI•v,. WM/6638 PROTECTION PRODUCTS I I C Y,E 4eD S.W. 51 STREET 1© BUILD -OUT .204' 'F' ©4 BUILD -OUT 'F' TRACK i S i ®WASNERED WINGNUT /_, AA M uAApoAA m a +r a .AWw rNW.. A a "` - °'a m�� m m w "'DO OIS orAE it 3s3+` 20- 7 75 - F. XYarO M. - Itw TRACK ANGLE (ZAMAL 3 ALLOY) PE. WAI'vamouvU WILDER . 1LLK I- I.E. nawQ • m ] M N INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL G� INTO EXISTING WOOD STRUCTURES --- ;/.•. LAG SCAM • 6. O.L. W/ /2' Mo THREADED PENETRATION OOD ' - 1/4' LAG SCREWS • 6' Oc W/ �� ,I TO EXISTING WOOD HDVttR ( ouALT 1/.'/ LAG SCREWS • 5' O.G. W/ J i I I , 1/2" Mn THREADED PENE,RATxN I iUl OR O+ EDGE , ,/2' rn. •HEAOm PETIEtRA710N - TO IX1511M W000 .LAGER. TO EXISTING WOOD LEADER 3. 4 CPnI. 11 t.1' SA.S. ..1 1/1•.-i0.3 4• YS • G END aF0 .. :i C- W ] sy3r WING 4 CaK. /4.,' s.u.5. I cr,z DL . G END - Q - 5 . :.•. . SM.S Ac W 517SW5 • 5' DL t;- / !GEM O<''. 1'• - l) - - UHurt JYN.1h /32" rO IE/it2mNG w000 1n (SCE DETAIL I/2a A NEApE�C 'll L NDTE G BELOW)..- -- HEVEERY� (I") 1 ,/2a . tril - qDETAIL Wppp {E/�pER 5_� 3/,e' Aum. pop RNIT 4 c- /,4.r SM.S. i li 'A aC11,905 I ". l)p1110M OF EY£RY 0 I • G END m' Q 1.jl REDWLEO p- 7 cwH ! i 1 ,I- (SEE DETAIL 1/24 .1 1 ,g1 11 NOTE,. KLIo.) i&-t- ) ._ WpOp rIEMDI rFOUN 2 95EPARAION I :/a • 20.3/4' a .. SCRR7EW, r�4• ' S 2SEP SEPARATION 1/4'._2(NJ(.' O CLAAA IN.L.3T/32' 2 ] B•"pfT3C TO Dt 'AS us W/]/e r.3/21 I RnM NUr • j Ie 1 wNG NUT O -m E1IEIfI OERAP i� /1' O.C. 1 2 1/6• - 1 2 j EVER,' OKIIAp M j m SEPARATIo I Z. +/•Y-2p]/•' - tO GLASS I/4•._20�3/ - u -- is ' Iy 2 9/16' Min ' y/t1'RT/3]/ � j/aSCREW, � W I SEPARATXN NW1 WAG~-Iw)T v G NJf • : • 2R ci I >Va O CLIN 1 EVERY OVERLAP I EVERY OVERLAP ; 6 ' pi i i ..-�- _ _. R� t . K 3(M I II I as N � t r 4 ' � IX✓M 'r 3 € ] 1 $ g�pp s � t�••.-ONUT.3/•' 1L5. p�p g�g N 3 Caal +I I e epla HIT oI I' O c r 2 .. 1 II ppRK '2 _ -L_ 33 -i (7'.3- ur..)� -I 4 I' n I E --_J_ -. f. 4-. PA D D -- 1/4•r-2 1• u5. w EIAAAR FEMALE 6 .'. .., T C..3 �R3-.2-�.I� WING M� P.wELM]E PLUS W/ L / '•. 4/ co"I _ J 1 4'.-70.3 a' Y.S. OR I .-20.J5[I•,NOR ,A 6ELOMr) PE]AEIRATiOHNe 12 t/EI' OC SCREW % 7/B'a3/3Y NNG O, ~ I_M^] 1 li, I/i / LAG 4CREW5 • 6' OC w/ /1'1;j 3/4' :5. W/ ` 1,250 I• •I'I No OR'E ( /4 (2) ATE -- 1 1 2• Yin 11MREAOm INJIETRA O - meTWICEPLATE rWOU�Nm i .T/JY NJF ./1I RJy/NG g M O< PUTS AT SERIES 2000 C1 _.. (2) ,4-,0 N�O1MtE PLUS w( M OR ON EDGE - T� gSCREW-(SEE NOTE IA BELO.) 6 4 lF 20aJ/a' W/ ]/B'.J/37' o PCE1RATpN • ,I • - Ce/4 NUT • 12" 0L. 'ER' �' SEP 1000 � ���� 100 1/4Y NAG SCREWS • e' OC M/ ` t/1'r l.M SCREWS • 6" OC W/ Mln (2) r.4' -2. - 1 1/2' LA. THREADED PE" TOM Mn (2) ]'a4'._ 1 1/7' Wn TIN1CAp[D PENETRATION • YDWD N or PATE WALL MOUNTING �O, ON EPOU ALTERNATIVE 2"W Yn. 2. 4. WOOD woo CRATE REQUIRED SCALE 1/4'-'' MT OR OY EDGE 11 PLATE REQUIRED FLAT ALTERNATIVE 1IV BUILO-OUT MOUNTING SCALE 1/4•.I• F100R TO CEWNG MOUNTING}lTLLA�liEE�Yp��ji�1�������H���/�E��y.E/y/V(��jM�r�r11I. . INSTALLATONS ARE ONLY VALID FOR BUI DINGS WTH AS D. DESIGN LOADS INSTALLATION ALlERNA11RC 4NW UpTO +66.0, -75.3 pH AND PANEL'S LENGTH UP TO 5'-I D' tr "1"OMN.N„�TERNATIVE VIN SCALE 1/4--I- A. T/ t 2. FOR NEW WOOD FRAME CONSTRVLDON: 1100E MEMBERS O 8[ SOUnKRN 1- A'<F- �/�iSOAE1 4'.1-P l/ • ......PNE No, 2. W/ SPECIFIC DENST' OF D.55 OR EQUAL1. a+•y1PLENS'' ✓ , VF' • 1,4 FLORIDA BUILDING CODE M h VWIoeI Nurrleana ZonaIA TF No. 4 * _ eQ020 TL,Eca •C, 20 CAGE GALVANIZED STEEL STORY PANEL0e,i.,WT SEE SPECWICA Ara REOLMSMENIS FOR Oi OD 84R OD AT TOP ASW111ASPA7EL GONECTON O FRAC, 11L� CA TjbyLocoI Mon' Ar BO 1YSEO oN = ,... = C-. - OR 2000 MTALLLITIOI TYPE ON SHEET 21 - o: STA OF GLOBAL PROTECTION PRODUCTS, LLC. °' ate°'iOA :in. C O Nw1 DF scTRWn AI_TERILTIVE TDP N ADEIR 1tIDOD .��'•'. "to DA.. INe. moo W2 �14 •. F \. //��lf>'Lp rearwo E �. ANr /OP . IOlTO1 wLNTrws CAN 81 caFO,NED w ANY ANCHOR '• SS/ON pEa ! •�",• awl:."-, : N. la.i°`m �s a,r I.ot: tss.pB6-]5.6. r tvxA6Rr]F] 20-176 , AN•••Nnur WAY TO SLIT RANI INSTAUAiION. SCALE 1/4- - 1• F1VAn4A-/ w-r a lewc AY. rA-000611E MtE SHUnER iRK15 NOI SHOWN ROTS CLARtt E lGl/WPHTUPE/OAt[ WATER . TUTS 1. PE m H-1u - $I•IT N O M a 7 fi a n 1• .111. I:., j,l•.: - MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 140001" A.S.D. DESIGN PRESStRATWO .1. + or - CONCRETE a WOOD RNSTALUTONS '� L+ M 2a0 r2'-o' I2'-0- 25.0 12'-0- it'a' Soo I1'-&' 10'-9- 310 10'-101 to'-o' 40.o to' - I• 9'-.' U.o 9'-6- d 9- -- Sao 9' I' 8-r 8'-4' sso _sao a -o B J- 7•-7- 65.0 s=0- r-.' 70.0 -- .7•a•- r-0' 75.0 T-,. 0'-10' 80.0 r-21 6'-7' BAD 7•-0' 6'-6• 90.0 6'-9' 6'-2' 93.0 6'-9' 6'a' J0o.0 6'-5' 5'-I1' 1aS.0 6'-J• 5'-R• no.o - I- 7- - - s'-e' I196 - 6'-3- SINGLE PANELS n RES UANM AT EACH END WITH TRACKS (,3))-(4). 0 k 0 OR D.M..O. (1). DIRECT MOUNTED AT EACH END - MAXIMUM PANEL LENGTH ®'®Olt. 0 M110YUY A.S.D. PIESSUDESIGN ATNG ..I. CONCRETE . WOO) NSTAIATIONS f L+ L- 2110 14'-4• IT-0' 210 12'-10' It'-r JOO I1'a• 10'-r Sao r0'-Io' 9'-1. 40.0 9'-a' 9'-2• 15.0 9_-1-1• 8--r so.o 6'-7- a•-;: - - Al Sao 6, o - -" 4 J' r-9• s D' 7 a- - r-s' 7'-2- - 7a0 7-e• r-n• 73.0 7'-2• 6•-9• 80.0 1-0' 6'-3' 810 1-1. ILL 90.0 6'-9' 6' 1' 95.0 6'-71 5'-10' WOO s'-.r 6'-r 1010 6'-3• 5'-4* I nxo - 5'-I• 115.0 - .•-lo- 119.6 .'a MINIMUM SEPARATION To GLASS SCHEDULE MAXIMUM PANEL LCMCIH WHIN SPEED 4 17D 7 WIND SPEED > 170 m.p.n (In) LWRMM41N D I RE57RNNWD UNRESTRAINED RESTIMNED 30 OR LESS t• 1' 6' 6 1/4- >33 TO 90 I. I. 7 1/2' 7 1/2' 190 TO 145 1' 1' 7 1/2- 7 1/2- >145O/m 1• 1• - 7 1/2' UINIMUM PANEL LENGTH finl FOR A GIVEN MOUNTING CONDITION -- ''Ill 70P �TI DIRECT MOUNT T' HEADER -U• HEADER 1.3•X1.5- �.L, E Ir TRACK BUID-W r'N S 8U6DROCK r TRACK =- DIRECT MOUNT 44- 32' 32, 35" 55' 50' SO' 'XIS*57U0 ANGLE 35• I. 32' 32• 42' 38. 36' •r TRACK MIT 32' 32• 42• 67' Go' 60' II W CL.OSURT6 so- 32- 32' 38- w- se' S6-SO' W/ SIDE CLOSURES -- 32' 32' b' 60' 56' Se, 2/4 1 /4. 3/4, 4/S, 5/5 & 6/5 1V!/6, 2W/6, 3W/7 R 4W/7 r MAX ANCHORS (SEE SCHEDULE ON 3• Mu -I- MIN-'-. - . - _.. SHEETS 9. 10 ail) - --- _ _ -..--. --_ --.'fit' MN. e o 0 e FT --1--1-"T- '--1--I-r-rT--"-f -rT" r- T- T-r-rT-T-T -1-T -----r1 1 ' l_t;I -i .11 1...J W I _ _ 1_1 l 1_ 1 l 1 _i__ _1 A I I A I? I 1 I IL �-. i-, I- - ,­ --- I r, UNBOLTED vANELs ` ;1 1 BOLTED PANELS w/($ 0 EA. (SE LIONS AS 1 I 5.5. N.S. BOLT W/ O EA OVERLAP: i i (SEE SECTIONS As APPLICABLE) I � .. l.- I 1 i i I 1 i 1 I 1 1 `I j 1 L I I. 1 I, I ( °u I l i p I � j I � j i I I ; D.M.. 3O.®. ----} { , ---Iol - - 'o 'o ---'- _ 1._1 ®or® - 3 MAX _ -- - _ 3- MAX l' WM_ 2/4 1/4, 3/4. 4/5, 5/5 & 6/5 I' MIN. 1 W/6. 2W/5, 3W/7 & 4W/7 - -- .--ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 ally - - _.. REGULAR STORM PANEL nI ELEVATION 1/4• Mm 2.6e7• N.T.S. (MAIL OVERLAP -1 WOE VALLEY) y ,, I SECTION A -A ' 1IJ N.T.S. 00) L.: MAXIMUM ALLOWABLE PAHIM LENGTH FOR A GAIN POWNE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASD, DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAIOAM PANEL LENGft OMEN A POSITIVE A.S.D. DESIGN WAD. DETERMINE YAXA M PANEL LENGTH 'L.' FROM SCHEDULE. GIVEN A NEGATIVE ASD DESIGN WAD, DETERMINE MAXIMUM PANEL LENGTH -L-- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EDu1L TOM MINI 1 DETERMINED FRAME. IEAE.'M BETWEEN 1+• AND T.-'. (3) SEE SCEIA DE BELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION. INSTALLATIONS "TO WIO00 ARE LAIXED TO195 p,11. MAIL ASD. "SIGH PRESSURE RATING '.M1 p-- AS� 9, 10 a 11 FOR WAX, AS.D. DESIGN LOADS . MAX, PANEL LENGTHS FOR "I VXCT� SPACER 0 IS USED, II• S '' k FLORIDA BUILDING CODE Non High Velocity Hurricane Zone • 0. 44167 •, .2m It"K. 24 GAGE GALVANIZED STEEL STORM PANEL * i aMx'B,. °]/"QA �'•. TATE DF ` T -' = " •; -J I L E C O PNc. PROTECTKN PRODUCTS. LLC. Ems"° i 0,,C'., -.,+4,- GRID A ./m as 6, mrEr rtLlr YE�nO • colle,- \fit( /�ip� w . a . �a R mw Hw . a.0 m-+m . ,Y 1 awl m-1w1 nwc n av1• P,NOH[: tAe.iL.-7eN6. IAi ESNXHM-9)e) 20-175 GENERAi NOTES (C) loon 60• RA• Wr B.NEIY ! [-2 ITALIC 11Or1 OIMe2 OY.SPECIFIC GRAVITY -11. STORM PANEL SHOWN ON THs PRODUCT EVALUATION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE' IN ACCORDANCE - 1/4'. TAPCON ANCHORS, AS MANUFACTURED ,' I.T.W. ..., 11.1 WITH THE 2020 (7tn EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - /14-10 PAEIMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIMI-DADS / BROWARD COUNTIES) - 1/4•0 LAG SCREWS PER N.D.S. FOR A WINO DESIGN WIND LOADS SMALL BE DETERMINED PER SECTION 1609 OF THE ABOVE MENTIONED CODE BASE - 7/16'0. 5/6' MOOD BUSHING, AS DISTRIBUTED BY ALL PONT SCREW. BUT a SPECIALTY CO. 04 TI SPEED AS REWIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FORA 01RECTIONAftY FACTOR K 7-1 µ N X T MAXIMUM AS.O. RE RATINGS INDICATED D-0 a5 TIEING A17- 6 0 SHALL 0 EXCEED THE U DESIGN PRESSURE ON SMELTS C.1 MINIMUM THREADED INTO WOOD lR' TAPCON ANCHORS 1 1 'AND F ELCO PANEIAAIE PLUS ( ) RFMED PENETRATION ON HALL BE 2 2 FOR ) / 3. 9 12 EJ 17. 18. AND PANELYALE FEMALE O. DERV IN ORDER TO KRRY THE ABOVE CONOIT1aN, IILTIAIATE DESIGN WIND LOADS ORER.IMEO PFR ASCE 7-16 SW111 f)E FIRST REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.SO) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 1/2', NO THREADED DESIGN PRESSURE RATINGS NDICAIED ON SHEETS 3, 9 THRU 12 a I" ISPENETRATION INTO STUCCO SILL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT AMCHORRS ON WWII$ P.E.D AS TESTED WERE NOT OVII7 STRESSED. A 33% INCREASE IN ALLOWABLE WIN STRESS FOR D LOADS WAS = USED IN THEIR ANALYSIS FASTENERS SPACING TO MOOD WAS BEER DRERYWED IN C.3) MINIMUM EDGE DISTANCE U LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 2015, STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16D9,1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 1/4- .-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER A/.ERICAN TEST LAB OF SOUTH FLORIDA REPORTS jOB14.01-01 µD /021902-09. AS SHOULD STUCCO EXIST, AND1' MINIMUMFOR WALLS WITH NO STUCCO. PERFORM LAB SMITH FLORIDANBGA REPORT / PER P , - AN IRA2301-10 AS PER 2 ! A3 E JCOLS, STANDARDS. D P C.5) IN CASE. THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING PROTOCOLS, AND AS PER CALCUUT1pN5 PERFORMED IN ACCORDANCE W/ SECTION 7604 Of THE 201 TA CALCULATIONS DA 7µD NG CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRICTURE BEHIND SUCH PANELS, FLORIDAORIDA BUILDING CODE. ANCHORAGE SHALL BE AS MENTIONED IN CA), C.2) . c4) 2 ALL ALUMINUM EXTRUSIONS TO BE 6D63-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED Ai CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 80 MINIMUM, G-50 GALVANIZED THROl1GH 5) EXCEPT THAT HEADERS®. SMALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 kW (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE STUTTER IS TO BE 5. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME 9ULONGS 50015 W/ 50 kv YIELD STRENGTH AND 90 kv TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2.11 33.4. 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, ♦. 5, 6 AND ALTERNATIVES IN. 3W . 4W ON SHEETS A. S. 6 A,7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 36 kv MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLKABLL REINFORCEMENT DURING PERIODS OF HURRICANE WARNING T ANCHORS TO WALL S ALL BE AS FOLLOWS11, THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION (A) 10_E)StiIN._ pQam CONCRETE: - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (Min. I*c-3192 P_/.1.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED THE JURISDICTION WHERE PERMR IS APPLIED - 1/!' .. 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEIYALT INC.BYPIJ 0 - 1/4'r . 3/4• SOLO-5R ANCHORS. AS WSTRf8l1TEC BY A.L POINT SCREW, BOLT a SPECIALTY CO. (Yin Fc-3000 p.s.i.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLED) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORALATION A SPECIFIC WERE I - /14-10 PANELNATE FEMALE O . PµELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR 5� S EC Ix PROJECT. ;e ER THE SITE CONDITIONS DEVIATE FROM THE PED - I/4'r ZAMAC NA0./N ANCHORS. AS MANUFACTURED BY DEWALT. INC (e) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND WISTALLA71ON INCLUDING UFE SAFETY Of THIS PRODUCT ON THIS P ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT Ali MINIMUM EMBEDMENT OF TAPCON ANCHOFK INTO POURED CONCRETE SHALL BE 1 J/� 2' FOR ELCO PANELMATE AND . CONSTRUCTION 1 3/4• FOR ZAJAAC N ILN ANCHORS. CON51RUC770N SAFETY AT SITE IS THE CONTRACTOR'S RESPONSI&LITY. (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID K MODIFIED, A2) CALK -IN a SOLID -SET ANCHORS SHILL Of EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. I/4-0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (0) SITE SPECFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E_O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE PE.D ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGINEER, SWILL SUW" TO THIS LATTER THE SITE SPECIFIC ORAWIHCS FOR REVIEW - A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALE BE LONG ENOUpI TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (0) TO EXISTING COMRETE BL.OJ( WAIL ASTM C-M 14. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- R TAPCON ANCHORS A5 NAHUfAC1URED BY I. T. W. BUIIDEX, INC. PANEL SHARER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED F'OR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/4" . 1 7/8' CALK-N ANCHORS, AS MANUFACTURED BY DEWALT. INC FLORIDA BULLING CODE. - 1/4'. X 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL PORT SCREW, BUT a SPECIALTY CO - 014_ 10 PANELMATE FEMME ID AND PµELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCT" PR t 01111041, , MV�`�- - 1/4' . 7AwC 1WiIN ANCHORS. AS MANUFACTURED BY DEwKT, INC All N 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZINC NNLIN ANCHOR, HMO THE CEN ' '� S •'• FLORIDA BUILDING CODE Non NI h WNx Hu BLOCK UNIT SHALL BE 1 1/4- - Icon. ZGn. N•\ B.2) CALX-IN a SURD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT NO W,44 67 's `tee Ate• - 24 GAGE GALVANIZED STEEL STORM PANEL "I. ,• STUCCO SMALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 I/2- LONG MINIMUM SHOULD�XIST. * r =._ =Y Off)/ AND 1' MINIMUM MR WALLS WITH NO STUCCO. % q: STATE ILIE East GLOBAL PROTECTION PRODUCTS, LLC. OYE B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU P FCORI *R+n 6 E caraAw 46u6 s.W. 3, FTI, �mxo �AMH 0 EZ15nNC WALL, µCHORE SMALL BE LONG ENOIlGN TO REACH THE MAIN STRUCTURE REMIND SUCH w"I�S •.,, G\(a( m.. u.q'--1uA•n- Nay 4,1-1w FHIwIL (FNXIWI-TIN, rAX;1(N4)eNr-Rrv7 20-175 ANCHORAGE SHAD. BE AS MENTIONED IN BA) µD IN W2) '+W„/ONAL �A,l+' - N° G-ooD7tP NnnNFN LN F E Sr./SIwMRAL/DNTE .Ara A RIFT A_ pE - fH[DA 1 or 11 INSTALLATION INTO POURED IS'nN0 POURED CONCRETE DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK EJ05KNG POURED CONCRETE its STRUCTURES CONCRETE BLOCK -.. -8R CONCRETE BLOCK REQUIRED 11 REWIRED. CONCRETE ANCHORS ;i. CONCRETE ANCHORS (SEE SO4EDIAE ON -, SHEETS 9 THROUGH 10) -_O (SEE SCHEDULE ON SHEETS 9 THROUGH 10) / ._ , 7 , EXISTING CONCRETE D OR F- 3 ._I `:-/ IF CONCRETE BLOCK REOARED. O , 4'.-20,' I- .,/4. ,/2• 1/4• -- 'M •,IW.IW/4•e6DLILs I SIA_I_. _.- - _ _ 1 ;;; MAX. -- _ - i CONCRETE ANCHORS / , _ - -, _I ,, /-. , , . I Y/ (SEE SCHEDULE ON SHEETS 1 9 THROUGH O) E.D - 1 I , I 9 I /i _..-. _v :1A-- '__ I SEPit. CLASS _ .. I _._ 6aTy r T - e 9, � I I�mnN�nEr� 9_. 4�SA,._ -T- 1u ends r �I111 SEPARATION :T a a w t0 A�od ram')'.+ E'D ,L /%�. 1 I EXSiI)IG (SEE SC LE 1' Ma.. L i " (SEE Sp11lE 1 •� / �' Gl/55- ON SHEET 3) I { PANEL LENGTH I ( SEE SCHEDULE 9 ON SMEEI 3) 1 H a I --- SEPARATION i' LHa. 1 I i• I 1 -. vh CONCRETE ANCHORS(SEE I ON SWEET 3) 1 LENGTH 1 i0 CLASS. 9 I SEE SCHEDULE A 1 (SEE SCHEDULE I PANEL LENGTH LENGTH I (SEE SCHEDULE ON I I IA 1 1 . ON ON SHEET 3) � _ HEFT ) _ -I ON SNEER J) SHEETS 9 THROUGH 101 / it/, % I OF 'L' =19 : ) EXISTING I 1 I ,. ®.., LD MAX. I / GULRS I i 1 - slte/DY v ...,�6t / I MAX. jC , % 7 % I I E.D. I / -i E D j I ED /, I , 1/2' I - - --- - ! � 1 �,. I /)_ - i 4 DDSTING TNXIRED CONCRETE I O 1 I/2. Oc /' 1 -� APPLICABLE) ii; I 1 ��� RR eul�`a ra•I• SW 011 CONCRETE icK t REWIRED. 1 CONCRETE ANCHORS (sLWETS SEE 11 DTHROIICH . 11� 1 --- J p(y�y' {O� fU-i T In' oc Ma r/ Nn ,//,, _ 3 ' i to) " , I ALTERNATE -- 1' Ym - . W/ ®ONLY WHEN SOUR E/ __..LEG LOfAT1DN " • '- O a CA1LK-N ANCIIORS ARE USED a W/ 'r'AS WHEN ... _ EXISTING POURED CONCRETE OR CONCRETE BLOCI( ALTERNATE CONCRETE '_ D(STNG POURED CONCRETE CONCRETE ANCHORS_, RANELMATES ANC ARE USED. IEW6ED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ STW (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROURM ID) BUILD -Off ZLOMLI SCALE 3/S-1' w1 YO NTIIO SCALE 3/8-I-1- CT WALL MOUNT ff scoa 3/6-T' MOU I VAVAV`VV„p LA1111 ,N aA \tf•..„...1.L � •' ✓ �'• CENS FLORIDA BUILDING CODE Non ILL h Velocity Hurricane Zone E.D. w EDGE DISTANCE (SEE SCHEDULE ON 9 10) TOP k BOTTOM MOUNTINGS CAN BE _a : 0. 44167 .: £ : # '. * * s _ •v: -_ : 9 •.. STATE o _ - _ k bF•' FCORIDA // Omm TLTRLa NG 24 GAGE GALVANIZED STEEL STORM PANEL M RAIN .0 GLOBAL PROTECTION PRODUCTS, LTC. 01�)/'0f0 - 1 L E C O INt CIE: aeD Lr. et SPIRIT le. SHEETS k COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'i, F •..�,'�,��1��'�7\�j� /7y'4'Ad-U) - MeL w•. Iw WwIr, RR�a A a,M ,1-.: Hm -INN ,r : aq m-.Mr I-O BAWL IL 31M. : (ss.)ras-76m FALL, (M.), 20-175 A,A,A• - NNNHIINa"'-'- - ILL&A,�oompL M flMm 4 ON t6 -6--9 Q) (1) i U) _ Ca L- (1) U -0 L_ � Q- O L- C m -0 a- N -0 O p -0 - 0 O C !� OW O O LL \� m 0 W 0L -c- � .C: u) �- w " - -I.-0 t` O _N mN Ia Z M N 2 i a) a) C, r l � Q , S (U c) `/ \\ : ,- -1 O `/ C 4U .p c - `'C O O U ,- L L_ T 0 w INSTALLATION DETAILS FOR REGULAR PANEL UC INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD ON DETAILS FOR REGULAR PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES , - - ,,- - 1 SEPARATION 1 1 wood ANcw9s - Q ANCHORS - (SEE SCHEDULE ON Y. 4/.b M,- I -- - (SEE SCHEDULE ; 1/r.-tan• ALTERNATE LEG CONCRETE ANCHORS -TSEE SCHEDULE ON - SHEET 11) O s.a HR/O 6nn I ON sN1EEK s) �� ( j EXIs71NG woo - - IDGTKRI (SEE SCHEDULE ON - EXISTING POURED CONCRETE_ SHEETS 9 THROUGH 10) - IV.V DlMR M W _ f • s I/4• ac L: _ _- _- _ - - 1 a� g11YM, BEAR REMM". STRUCTURAL ADECTUACY OF EXISTING OR CON POURED BLOCK 0 . - % ' -- -_._ - _I �-4 ---- f -_ -- - -unrnN w61l PANEL Mo. INAM LENGTH �GISrE�RED�ENEGe�IEER OR o f 0 -�--Eo:p .11 Cn '}d EXISTING SHEETS 9 IEWIRED. CONCRE7E� ANCHORS %' ._. Z MOOD ANCHORS ._ I GEXAA- 1 1 (SEE SCHEDULE ARCHITECT PRIOR TO SHtlRER - -- EX15T1NG POWIED THROUGH 10)--_.ED. 'i, 1F ATE LEG POURED CONCRETE // CDR �R .II. N :. _ 1--- ___ _ ___ _._,. _ i -� CONCRETE REOLAE3 ., (SEE SC9 THIN G (SEE SCHEDULE 0 I -_r - ii ON SHEET Ile INSTALLATION. �N ' {/��) 1 4 r -`/C _ W000 ALTERNATE WOOD ANCHORS t' Mn. - //i// i% r _ t• Aw SICEETS 9 THROUGH 1 % J sNER I7) 01 1 , + _.. (SEE SCHEDULE ON (SEE SCHEDULE - - 4'.,• Np WyIIp HEAD // //%'�f / - - ,/4.1•Na Wt61m1" � _ 1 SPACER r�. iiR, W. lam. 1a j/ / .//j�/%// (- �D _4a-- ta- Rr 61.WDa 1a %Rr 011 ( 1 4' 1 - /.--Art• u " W/ Mn :•' r i 1/2' r 1,/2'' OI SPACER EO---ED- - / M ♦' LE ON R' O.0 I / 1 f - ; WOOD HEADER �'. I � OF 'L' SHEET 11) SHIFT 11) ' / �/� ; .. • ,/••-St• 5... "' R/ ,Ar IAA%. I I _ LENGi/1 1 1 , 1 1/2' - • 12 ,/r o.a REQUIRED 1 I _-._TW17f, - .. 1 (CONCREKESEE HEiw HORS _/j I� III 12 , r/�' F.._ __ _.. _ L 2 3' - 2 i EO( - ----- i I -) tHUX. w000 HEADER_ - 1 1/2• - --- -._ --... 1 I SHEETS 9 THROUGH TO) f _� "-I I V41-eon' _. _.. L LD I 1 1 - -T - 1 REQUIRED I �/ �- I ED. �/, 1 - - 7 i �%4s ac '� 1 1' Wa. - W. 1 MIr 1�,', i O E01 , C I FRLSRNG.I ®. I _F _ ,/•Iraruo enn 1 _1 1 I i; / 1 % rj / / / / i/ // 1 I - I' MAX. LONG ALUMINUM SPACERS O 12 , 2' CUSS 1 ; I r • s 1/4. OG ICU 1 I j.' -T j//� ///�.. 1 �a1 / -�- -'A 2 / - / f PANEL LENGTH 1 t A WOOD ANCHORS EG705nR1f:_I 1 _O EO j a�jy, 1 i/' //'' I ( 1 I O ; I ..; 'i ®D.C. (SEE TABLE !t ON SHEET 11.) ; I (( SHEET 1HEWlE ON M 1 �1 I I / v I _� 1 MI,. I O �,f m.,.FP Fa 1 Min. 1 1 I MAX. + J SEE NONE •• BELOW FOR LIMITATIONS FOR Mm. 1 O O 1 1 � Iu sns,' >/ I I t I SEPARATION I mD I.- TO GLASS. 1 SEPARATION t-NEL �I,LENG1 I PANEL IENCEH i I i/2' LONG SLEEVES. EPARATION 1. 4 A a /% I( O GLASS. I e 1S0 TS I (SEE SCHEDULE 1 1 I. ( .1 OASS (SEE I I 1 F Oa wR , r TO GLASS. 1 ,/.'titaaT' 1 SCHEDIAi I ,/41N-2m,' \ 1 1 Leah ODI T-.T SEE SUEDULE I r/45H-1o.,• 1 (SEE SCHEDULE I SEE SCHEDULE _ PA/IE1 MITE HT].WE O OR PANEL MATE I 1 / 'L• Mo.. 6.L QA IF ON SHEET 3 I ON SHEET J 1 I (SEE L LENGTH 1 ___ __ r u)+GN _or -al Y� VT �" 1 i Y'm SEPARATON TO D1A55. 1 SEEPANESrJ1EDUlE 1 1 ; (SEE lE ON 1 1 1 d � m i i ( ,I . V%-- ) - f., (LeE ra NAIL ( ) is Bn15 W _ 1 I A �a0L19 . 1 ON SHEET 3) SPACER ) ,/.��,• oN SHEET 3) L r.% 1- 1 ) � Plus (SEE SCHEDULE ON SIEE7 T 1) 1 oN SWEET 3 L penis W 'I I, I I L r SF.F scHEDtAL ON SHEET J I 1' LENMAXGTH O PANG lE7CTH 1 ) _ ,V , '. M Hal Nrn L' 11p.. M Y' el 60LA W I I W 11MEIM OAR 7-i') PANEL LENGTH 1 I I A A Mn. I . - ) 1 IDIOM OAR T�'J A p >d - 1 1 SEE SCHEDULE 1 1 I (MILE FOR Pw41 I SEPARATION 1 1 'L' MAX. M. Y N (I.R InR AND. Kn. 1 ON SHEET J] 1 ( Ex -- _ 1 1 I IOORA OIN 7� EXISTING__ 1 TO GUILES. I ill 2'a4- WOOD - PµEL LENGTH : SE➢MIATION 1 ^ EXISTI ON SHEET s) I�)t�-I EXISnNc _ - -.. 1 .._.1 -- --- i ,A. 1 i LRaM a01 >'� ON SHEET 3) -1 ro I t [ M � -1, _ _ GUSS� ' I GLASS 'T1,.(0E SHEE 3) - PATE REQUIRED 1 1 (SEE SCHEDULE S'-"'-1 1. - /'1 I(SEE SCHEDULE ---- -- _�-_ -- _ T_ i i I I DIRECT MOUNT W/ SPACER �_,_._/,._ -,.:�_ ON SHEET 3) � 1 Lf I ON SHEET 3) 1 50 -- -- -- 1 _ 1 1 I I- - --- )-- * I I 1 -] I of t- // , Q of t' 1 / - - T - 1 I ALTERNATIVE 2W I I • -_ - - _ .. . - " _ _ = I - 501E 1 I MAX. ! ;/ % 1 MAz. %;.' / /wx //. I �% 1 I '-1 I t�� I - SG1LE J/e.r 1 I 1 I OF -C I V .i.. -_ 4 / I / /% SPACER 50%I 1 I SOt 1 ` ' 1 O t2 t/T' O.C. SEE TABLE /t ON SHEER 1I FOR MUL. PANEL LENGTHS k 1 OF Y' r i I O MAX. }/ 1 1 O 12 1/2. O.r- E.D / I t I E D i /� LENGTH i OIL 1 i OF 'L EO 1 MA%. A5.0 DESGN LOA05 FOR TH5 RSiALUTON. ; O 1 MAX . 1 I E ,/r I I E ® MAX. I t L., t/2. O.C. I -- -1 -) 1 ' I ,/•.-AIR, _____ I i.ED ,' - -­ I; I a) 1 `� 3. 4. , 1. 12 1/2' D.C.1 _- - 1 1 S.f rfAD, oc I E ----- I - e ' - I rs+N'Dc - IT I NO FINISH, 4 I 1/4'.-�rAo eQLTsCONCRETE ANCHORS T CONCRETE ANCHORS /. I 1 I _ •• r AI10WED1 , EO c�,.fWX EXISTING POURED � \ \ ,� \ - (SEE SCHEDULE ON i (SEE SCHEDULE ON / -. - . L - 1 EL I 'WOOD ANCHORS - - _ . - - _ q,B / D.C. CONCRETE �. �. �.��-..\ y \ (AL ) 7 -.O I .`. �s;HEALILE ON ** I19II: 1 REWIRED \Y11'1 �� EDGE OF t pNOR SUB SHEETS 9 THROUGH 10) '/ (SHEETS 9 THt000H t01 - 9 2 1/8' LONG MA(. ALUMINUM EO I _ _ _ .. t\ j�; [% SPACERS O 6 1 1' O.C. VALO FOR , l 1 STAGGERED NAC01 M NUT R I ,/r LONG W: _ __ O 3/4' \ , ORISTND PWREO CONCRRE ALL DESIGN AND PANEL ` W/ SAID - •X6' WOOD OR CONCRETE BLOCK EXISTING POCKED CONCRETE IENGrHS PER SHEET J. ] (I) INSTALLATION 6 lA9RL O A ONE Stan OMO.Ol INN ,8'-0' I _. - DECK REQUIRED 2 a4 WOOD PLATE . _ yppp ANCHORS / OR CONCRETE BLOCK 2'.4- W000 _ _ 4 *NM w,LM1 ROOT Imps (m• 4 A lanm.TON FROM AN REOIRRED 1' MAX. LONG ALUMINUM SPACER • - Nmrt oiwwmY "WARD 4N aw 11), - (SEE CONCRETE ANCHORS_- REQUIRED. REWIRED. PLATE REWIRED Wp0)� HORS I. INN 1VARLTXIN O WM mwm 2'X4' W000 I (SEE ANCHORS LE ON (SEE SCHEDULE ON _ _.E D_ ____ ,_�,2 1/2' O.C. (SEE TABLE /1 ON - __ (SEE SCHEDULE ON _ _ _ J/P -- - -. - SHEET 18C DU m a - SHEETS 9 THROUGH 10) (SEE SCHEDULE W/ STUD � '•. •_. •• - - I SWEET 11 _. __ -. - SFEETS 9 a 10.) Ow 1MCQT 3 Ala' R RmUCm 10.1 /•• Ae I 11 , PUTS REWIRED (2) AMC'pS oow nwu SMALL WE E2tT w (pAtHl MMil FOMLE O OR ) -- - - .--- (SEE SCHEDUIF ON LD.XI AS II[ lOLLOWWID OOHIOAIME � .. . - - - pAQ IrIE P1AO !ALL EL 9PWL'm IMNOIA AT / 1/4• QL. -- SHEET 11) C0lellm WAIIA 9QT6nA HSIIILCIIp1 FIIOM It 1/2. OC NALWXI ALLDWm W - _. _ .. - CEILING %in MOUNTING BUILDWALL MOUNTING f01RECT OUNT SPACERS OR (1) Ral"" a61Dft - a',-1.. 6W i i 2 Mn (3) MAIL a G0[ PANEL LDOTH L 1. P NE M• A ANY 01'F2AIa Cn SCALE 3/8.1• SCALE 3/8-1- SCALE 3/8-1- R) LMr. ROIWI PAI.3 tE,FGIN IS SCHmUI[ � ) )�'• LMOQ MIEl LENGIIB ALLOAm OM 71• I I j CEILING AND FLOOR MOUNTING ALTERNATIVE 2WBUILD-OUT MOUNTING " WALL MOUNTING (3) stoleN OATH sH9o4utXIN S ayY (4) I I/Y LONG SPACER COMPONENT MA NWL IE 1e MCA7m ON ALTERNATIVE 1 W NO AN DST" Raab nM1E WILL scut 3/8-1- ow L I Bo"U" M or I I/r LORD /NAM 9A n ONLY i " uNHnN ALTERNATIVE 4W W4O A WIND 2010 1, 3 AND 3 AS OUVM er AST. SCALE 3/6-1- MN.,� Cn SCALE 3/8-1' (4) ISMIARM WAND ONLY OIL WAND EpaMo Am THE 2020 (WA M,GN) OF THE FLOM" I •,M. 41NIIHMN ZONES 1.. 2 . 3 POT ASM E HHN ICOVIL 'lt A:.r!( /*;� "qE A. T1Cl Ea A. , - -- 4. ��CEN ✓q LLJ ,0,- ':' ...GEN ✓9 NOTES �`: CEN ✓ 4; • S { •••9 FLORIDA BUILDING CODE Non HI h Veloci HUMcone Zone z * No. 4416 s FLORIDA BUILDING CODE Non HI h Velocf HUrflCOD* Zone 1� F FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zon• V 49 NOTE FOR COMBINATION OF SEcnoNs: 7 ? - = 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. - , - - 0. 44167 -s mom A3em e c rp. NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ No. 44167 c e3,ao nTE= INc FJ' TOP a BOTTOM MOUNTINGS CAN = mom AIw• INc F.P. Q e * ;• * : * ¢ 21 GAGE GALYAt6ZED STEEL STORY PANEL a141w w: DESIGN PRESSURE RATING (Ds.f) AND PANEL LENGTHS ? W. )• * • * = 24 GAGE GALVANIZED STEEL STORY PANEL oArx s+: DESIGN PRESSURE RATING (p.aR) AND PANEL LENGTHS q $iA��, 26 GAGE GALVANIZED STEEL STORY PANEL W. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 P••' _ Z NOTE FOR COMBINAi1dV Oi SECTIONS: % �._- o//Xr/mm TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET J (EXCEPT FOR �; a m/n/Ime INSTALLATION. 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD ' �.r`' ,F[Qr _, _ I+ m/rR/3omE.D. - EDGE DISTANCE q STATE DE_ ---gr� --"- I L E G O INc. BAL PROTECTION PRODUCTS• �i, oAE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) g 9:, STATE OF, -- �� II L I L C C INc. GLOBAL PROTECTION PRODUCTSa u-C• DIME MEMBERS TO BE SOUEHERN PINE No 2. W SPECIFlC F IL EA1rO1Nc. �'�AL PROTECTION PRODUCTSF LLC• CIE:(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN Bf ��90'• fl A ? - aoo SA e, STR TO INSTALLATION. O F --- 4WD &W. 5, stR l / '�., /0 aoo s.W, 51 STREET F DR)D .�i ts AIVM•R a1r QWWE iL 3331♦ F •• /ORID("� tealr rlarvw A Iq COMII DENSITY OF 0.55 OR EOUAL 1A Nrl! urt9rM0 . s W� � EWE, rL 3331• Z SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY •. F •.......••'' "N "�` 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ••.......•• C� Lots a.... r. X�-.W.Aan wr DINE n FAA ( 20-175 " nnuu 4/s-Z''/ MIN,.-'t.9..+..r..- 20-175 G as --,fa M1 IaM m-15x P pG paM)0/►')aM FALL, ttlr)da /)5) EL ww F� m-.Y h . tR0 m ROC tW).ey-Atl..AY <la4)6M my) IFL---.- -,SIN . - 1 P/N m-1w NOIi t9a4)W-)era FAA (Wa4XW E19 INSTALLATION. /0 IE A CI. WO - MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 'W 's/ ti �� pw/XI •. �W, owwMO Yv FRNI�n W II... PL DENSITY OF 0.55 OR EQUAL. Arhlf)f TUDW/aA1E G wUUT v,F-w .- PC SEW/sou)M[/oME G-ooaeTH Y. A- rr1r.N FLORIDA MI aS[T a O 1. WNiG A iLN MI ] .. 11/ WALIEA A AW.IR A_�L ,Ttw wfl! ) O Ie ^� LL SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCREJE BLACK OR WQQQ ST CR& TURE$: VALID FOR REGULAR, U E SAFETY &: E-Z HANG SIQRM•,,,EANEL SYSTEMS `V" OR r' •O •� r� FFIM E� r x T ..car 3IW H AL a MARES L L (.!��) A� BOBS-T6 KW1' COMI. lLW1.-", (3) ® ` r MAY1"I ^ MILE 9RM 4'r x 1 3!a• _ .( ,t: 1I ,�.2 1/2' ` TAPCON 4 /2 O.C. f 1• W ` MIT. ON 2r4' w00p FM/R"-i PO!1NE0 �E�y I 1 ,/a'r a 1 3/4' TAPCIwGG �IK�7E BACK ANO,art a t2' O.L: ._ 2 t/2' ' W.QLN ••"" � L.-_ REWARQJ 2'M' tWINpp FRAME ) ® OR® ' CIA na6l''- itLAN 3dItA _ ( iTiYC'LVf' i - Wa ( 2' . r , .055' W, lEI001E LED LOCATION / e f2' 0.0 , _ S^ x S' . D36" C(Rif. 1 Ay, i ALUM.' a 3105- SHEET PGeEO CONCR E CONCRETE 1q-Nti ' i' ( ',., ,'- gyp, MRK ALM BEN T PLAlt ��'1 WOLAWOR r.4' WOOD FRAE Sow-T6 uLaN ( 2 1112 ` Q _...- r CUNT. ALLM ANGLE - - - - -----------►.i Ma.. OAP 1/4• . SOLt t' , 4• x .Orr a 1r oz. 3105-M,a OR 60a3-16 ALLM WIA4CIPAR C.L mA ANW.E CASE A (PLAN) CASE B FLAN) CASE C (PLAN) CASE D(PLAN) SCALE 1/4•-t• SCALE 1/4•-1- SCALE 1/4•-t- SCALE 1/4•-1- _.'....} 90UID-SET O1 c"-#N I OR ELCO PANEUMTE •� ,4•A P01eM0 CORKHiE7[._ TIe,1 A fENN.E a AIO POURED OO . I ___; ___ ' OR OR IE� SIDES OFO OPpa:� SCHEDULE ON 9EE19 !. (LOB. PANE1. C_SON2RIE eaai .� S,i ® FIVIE ACOUIRD a APPLVAM - 10 • 11) OVERLAP BEYOMLD �F1NYt �� 1 C '"C Opv" mm) .. PCUM,ERnMO D CONCRETE. CONCRETE � - BLOCK 00 2`.r WOOD PRIME \\ meoupw W3. i 9--{Z(t OR® .-._-.T VARIES I ,- G 7 1 -•-f 7 ]REM W/ ANd/ORfD PROM . l \/ To PARALLEL r Mai I WALL D+EV Cut ENP i X - 0.0, DISTANCE -•�•• -- i` s _J ,a�GFT�/LNG CASE G(ELAN) '1MiI Mw MM'AeR • �E/j� SCALE 1/4'-1' wowF .6ir „aP, VALID FOR DIRECT MOUNT INSTALLATION ONLY e Mnrfaa f��CENS'•., Y', F ''. • 6 CERi1FiE0 PANEL INSTALLATION AT WAILS W/ No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- * FLORIDA BUILD(NG CODE n fth Watooeffy Hu no Zme CASE E (PLAN) CASE F (PAN?I STATE OF�24 GAGE GALVANIZED STEEL STORM PANEL A awm ITT! SCALE 1/4--,• SCALE 1/4--t• OX''' 'F :DRID1' GLOM PROTECWN PRODUCTS. UC. W NHML�.'/-s.i-EY% .. 1N... Lai L. M...ONALL M'33TIRIFET 20-175 4 , Aws : tirM .n-Bel . a : lm O m-,aP PHL M4)WMN -. FAIL to") W-SW f1-.Y•- p aMIIWHG Mk .may, P.E S /satwu e/oat MLTSfI A TILU, i,PN. Pt Y n-w aNRT s a /W uAYlullu A S n nrSl[4N PRESSURE RATING (pS f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR JSJORM PAIJE O INSTAU TiONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1O(NSTALLAT10NS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 A 7) BMX. AS.O. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 a 7 APPUCCAI LE � CbNBAlATIM OF TNt3/ pMAF M lfM*LTERMATMES TH (H•) TAPCON TAPCON lAO SCREW PANELMATE FEMALE ® PAIELMATE PLUS WOOD WISHING Ir 13- 13' 1r Ir w (top) 13. /3' tr 13• 13" if (BOTTOM) 6 1/2" 8 1/2• a 1/2- a t/r 6 1/2" 201 (TOP) - - / 1/4• 12 1/2` 6 1/4• (aOTr.•) 5'OR-0• IT. e e" a. - CHIP) LESS 3 3 t3' tr (TOP) 4.45 � -45 LEM 13" 3 13 ir Ir Iaw Ir tr it t3" a 1/2• pw (RIP) 13' tr Ir 1]' r tw isom) 6 1/2- 6 1/2- 6 lIr 6 t/2- 6 1/2" PIT (GOP) _ e 1 4• s /2 e14 (BaR.•) To a 1/2' 1' 6 t/2' 6 1/2' - (LOP) 14'-4- 4 1/2' 4 1/2• T T' - (�) 10 1/2• 9 tJ2' 12' t2' 4- w (TOP) 13•1 13" 13'1 13' a 1/2- (BOTTOM) • SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & BMX. PAPAL L04GTHS WHEN SPACER 0 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 8 MAX. A.5.0, DESIGN SSURE BRA MARUUM ANCHORS SPACING :OR E.D. a AS SHOWN ON SHEETS 6 a 7 APPLICABL.f 10 111 •ANY OMEINKTION OF THEM YA%UAUM LENGTH i• (H.} TAPCON LAG SCREW PANEIMATE FEMALE LET PANELIAATE PLUS WOOD B! t3' t3' tY 13• 13. 1W 13' 13' 13• Ir b' tw (BOTTOM) 5 1/2" 6 I/2• 6 1/2' 6 1/2- 6 1/2' 2w III - - 61/4- 121/2' 6 I/4' 211 (BDR.•) 7= 7 1/2• 8' a' - 170P) LESS 7 1/2• w r iBOF10N) lr 13• 13, Ir T3' (10P) .45 -45 TO +75, -75 1 J 1J• IS' 1 3 i ' S (aOTTOM) Ir Ir 13" 13• 10• Iw (Top) 13' Ir 13' 1r 6 Ile 10 (BOTTOM) 6 1/2' 1 6 1/2' 6 1/2• 6 1/2• 6 1/2• 2w (TOP) 4• 12 t 2• 6 Ile >5•70 -0' 4 1/Y 5' 7 1/r 7 " - (LOP) r-5, el Ir i2' IY iJ' g / 2 (TOP) 13• Ir 13• Ir to' 4W (BOTTOM) • SEE TABLE /1 FOR MAX. A.S.O. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER 10 IS USED. LNG ONLY TO ALTERNATE 2W ON 94M 8 B&L J1 A A.S.O. DESIGN LOAD MAXIIMIM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE tD OR PANEL MATE PLUS ANCHORS A W/ 5D(M kWtS1 & 1/2- O.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (II AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO CONCRETE & CONCREETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. AS.D, DES" PRESSURE RATING MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW AroUCJIR•E INXINUM PANEL LENGTH (p_} MAX. A.S.O. DESIGN PRESSURE RATING (p...6W Mkv" ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE • MAXIMUM PANEL LENGTH {) TAPCON SOLID-SETr13r .,E T 10 1 pL 2AMAC-MVILt CALK-N • , TMCpi SOMA -SET P FEMALE Q PAIELMATE �,D ZAMAC-CORN CNX-N W 11.0 W W W t W W W W W _ OF THE91 + 45 LESS ,3• Ir tr 13' 13- IS• Ir I3' 13' Ir tr 1 (rap a,�, OR LESS .45, 45 To +55• -63 13, 13, tr 13' Ir 13' /r tr tr it it 11 1/21 (TOP) 5-r OR LESS IS• 1r 13' 13' 13• /3' 13' i]' t3• 1]` 1 (80STOM) lr t}• f3' IS' 13• 1S' tr Ir tr tr 1J it,3' 1r IS• 1r tr Ir 1r ,r r it 2 OOP) tr lr Ir tr 13• lr trIr Ir 1r Ir 13, tr 13' 13• 13• is" Ir 2 (BOTTOM) tr it Ir tr 13• IY tr 13• 13" Ir 13' 11 1/2 2 (BOTTOM)11123tr il' 1r 13' 13' 13' 11' t]" 13' tr 13' 3 (TOP) t3' 13' tr 13• 73' 13' i}" 13' TS' 13` iJ / OOP) 71 t/2 12 t/2 a 1/1' a i/s' 12 1/2 t2 1/2 - - e 1/4• 8 //4. 3 (BOTTCM) - - 12 1/2 12 1/ 61/4' 8 1/4' s 1/2- 12 I/2 - - 6 1/a• 6 1f4' 3 (BOTTOM) r or w B' 8 /' r 1 1/2. 4 (TOP) r 5 lIr r a e' 6 1/2" a• 7 I!r a' 6' /• 5• 4 (TOP) Ir - r - a a' - (BOTTOM) 0 - r - 8' - a' -N -_ 8 - (BOTTOM) t3" 13' 137 Ir Ir tr 13' 13' 1r Tr 13• Ir 5 (TOP) 13' is" 13• tr Ir Ir 1r tr13' Ir 11 1/2-5 (TOP) tr 13• tS' 13' tr Ir Ir 13' 13` IJ' 13' it (807TOM) U' /J' 13• 13' Ir t3' 13' 13'iS' 13' tt 1/25 (BOTTOM) 1T 13' 13• 13• Ir tr Ir Tr jr 13' Ir Ir a (rOP) 1r it 13• tr 13• it tr Ir_ir Ir 11 1/2 6 (TOP) - - 6 t!4'. 6 1/4` 6 1/4' 6 Ile - - - - 6 1/4' 6 1/4. 6 (BUTT.••) - - 6 1p• 6 1141 a I!Y 6 t/O - -- 6 1/4' 6 1/4- 6 (BUTT.'•) 1r a' it 10 1/2 13, Y 13• 7- 7 1/2 5 1/2 Ir 4 t/2' 1 (TOP) t,w-w 10 14 -4• 13' 6' Ir 11. 1r 8 1/2' lr 8 1/2•6 1/r 13' $ t!2 t ) W W-6• 13• Y t3' Ir IY 9 1/2 13' 9 1/2 10 1/2 7 1/2 it a' I (BORON) tr 7 7/r Ir tr tr 16• 43• TVE' 1r 6 1/2' 1 (BOTTOM) IS• 5• Ir 10 1/2 Ir 7' Ir Y 7 1/2 5 1/2 13' 4 1/2' 2 (TOP) 13' 1• ,r 13' IW 6 1/2'. Ir 8 t/r6 1/2' 13' 5 I/r 2 (TOP) is" r 13' Ir tr 9 1/2 13' 9 1/2 10 1/2 7 1/2 ,r 6 1/2' 2 (BOTTOM) it 7 1/2' it 13• 13• to' it 10" E• Ir 6 1/r 2 (BOTTOM) 13• 1 7- 13' 13' 13• 9 1/2 t3' 9 1/2 10 1/2 7 1/2 Ir 6 1/2. 3 (TOP) 13' 7 I/2` Ir tr 13, to' Ir to' it' 1" it 6 IT 3 crop) 12 1/2' 12 1 Ir 6 1/4" 6 1/4' 12 1/2. 6 1/4- 6 1/4' 6 1/4' T(BOTTOM) 12 1/2.12 1/2- 6 1/4' 6 1/4. 12 1/2.12 1/2 6 Ile 6 1/4' 3 (BOTTOM) 7- Y a• 5 1/2• 7- 3 1/2' a' a' 4 1/r 3" a 1/2" r 4 (TOP) 7 1/2• 3" 6' 6• r 4' a• 4• 4 1/2. 3 11r 6 1/2' r a OOP) r e' 8' e 5 1/2' 7 1/2' - 4 (BOTTOM) it r 6 6 5 1/2' 7 1/r 4 (BUTTON) Ir 7' Ir 13• 7S 9 T/2' 1r 1/2' 10 1/2 7 1J2' 1r r 5 (TOP) 13` a 1/2' Ir Ir Ir to' 1r Ir tt' 6• 13' 6 1/r (COP) it Y Ir IS' tr 9 t/2' IJ' 9 I/2' it 0 1/2 7 t/2' Ir 6 T/2` 5 (BOROHI) Ir 0 1/r 13' 13 t}' 10' 13' t0' 11' 8' 1J' 6 1/2• S (BOTOM) it 5• t3" tQ i/2 1J' Y 13• 7• 7 1/2' 5 1/2' 13' 4 t/2' {TOP) t3' S• 13" IJ' ii' 6 1/2' Ir a 1!2' 9 1/2' 6 I/2' 1]' 5 1/2" 6 OAP) 6 1JI• 8 1 4' 6 i/4' 0 1/4' 6 1/1• 6 1 4' 6 (80Tf.") - 6 1/4 8 1/4' 6 1/A' 8 1/f" - - - - 6 1/4' 6 /J4' 6 (8(RT.••) SIX SMET It r w ANCHORS TYPE a am" FOR owwxoa INTO TOOD new 91MDNB5. • ie m" 10C2OR S/AU" "MAXI UXE NSTANCE AM PMOKWIED ON I06 SCHEDULE FOR E.D. LE# TION INDICATED ON SCOMAX MDUCE ATOM SPAC04 6r WATPLY106 SPAC94 SHOW ON SCH UE 9Y THE FOLLOWING TAMA& MR THIS O►OTATKNI W BE NNSatE. REOUOED SMMV OBTAINED Mat FACTOR SH M.L NOT 8E USS I" MTWAM SPACING aOHGiED FOR EACH ANCHOR TYPE ON THIS SCAM" ANCHOR TYPO 1/41. 1!4'. 10iwN FA1rA-xa IGFi tAwE ,vMHarAa[ auM-N MMWM ANCHOR SPACNO (T.) 3 3 3 3 2 ,Ir 2 ,/2 �pe1®M 3 3 t!r r 3 3 t(r 3 9erAlIQ I-D4 IIOOt 3 3 tIr 3 ,/3' 1 3 1/2 3 1/r ACTIN. ®� OIIWICE EA FACTOR - x r. SPAl3NG5 ONLY VALA WHEN SPACER (�}IS IJSip. SEE /1 FOR MAX. ASD. :g DESIGN LDIADS a X.PANFL LENGTHS SPACER 5 USED. jr 3' MAX. D,M.,Q, r•, DIN. OOrO ._. _._-•--_.. .--- -----------.___.._ .. b o 0 0 0 0 ---- t--- 1_____T---- � -------- ____ I i 1 ALL A A.SA. OEM LOAD MA)OWRI PAfFL LENGTH 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONIZ VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS do W/ SPACER AT 12 1/2- O.C, ANCHORS (SEE SECTIONS • ALTERNATIVES ON SHEETS 13, 14, 15 lMt6) r*R-IA/13, R-2A/13, R-3A/14, R-18/13. R-28/13, R-78/14, 3• "w't• R-LAW/15. R-2AW/15. R-3AW/16. (� R-16W/15. R-20W/15. R-36W/16, 1• r--'-i L/2 v+Y-zDAr'ss. Bars w19 (USE FINE PANEL LENGi/Y - O PANEL LENGiti VAX OVER 7•-67 O REGULAR STORM PANEL REGUTANN STORM PANEL 6'-r O +40.0. -40.0 "J O4ERl/1P MO PANEL LENGTH BOLT) , `j LIFE SAFETY STORY PANEL i ame O W O.G, EL U P.J. �. _ M1S1 oYFJMLAP Ma PANEL IENGfM BOL71 A A USE Y-r MIL PANO. LENGTH / 1 ___. _ _ 1_ ____ __ _ ... ...... . .. .._. ,.� AT ALL MIOUllTINCS S.S. caAT EAL n w x 6 --R - � _ 2) FADTCifS A7 STLIID f' - - L T!ON O LIFE SAFL�`i � r PANEL BOTTOM CORNERS O i -- -OVERLAP-I -OVERLAP 04) .. YIOO NUT AT EXTERIOR WP4G NUT AT 1'13 2Aw/1Cn�3iAL/111TE/N4ArOTNEsi3LQON SHREW t3. 14, R �%i5,R-29W/15. R-30W/16.- ---.. - 1, a t INSTALLATIONS owlr YM10 FOR Y11N0 3 MVC. LEFT PAPEt RIGHT PANEL 3' Mal MIN SPEED UP TO 170 -pX / MAX. CAP UEE SAFETY STORM PANEL nl ELEVATION (t) -O REGULAR 2ASI. SCALE 1/4•-l' .- STORM PANEL (UK OE70AP,-/ RMOLE VALLEY) STORM PANEL i .yW." - ; MAIle X GAP - _- ` VIC LIFE SA .ANGEL ='<G ; T(• a FLORIDA BUILDING CODE Non fth Velocity Hurricane �F' /dR(DA : ' �Q 2 n • 2t DACE CALYANQED STEEL STORM POLL �IQg 3,FS� MN SECTION A -A < �N - = IL E C O 1«c. \GLOBAL PROTECTION PRODUCTS. U.C. 07n T • NI T' 4= &W. 51 S"IM SCALE t 4'-1'-t� 2w. r, a,x aPA r�Ow,t .. mw wuw. n. 331N 20 J wvw, . OPN n we . a : P -,4a HONE L ea>eeem. n- U3 (WNM •KT MAXIMUM &S.D. DESIGN PRESSURE RATI_ _ NG (R A,fA) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL,n INSTALL ►BONS INTO CONCRETE & •_CONCRETE BLOCK iSTRUCTURES (VAUD ONLY FOR PANEL 12) tPWMIATIDNS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. A.S.D. DESIGN PRESSURE RAT MA1aWM ANCHORS SPACIW FOR ON EA, PER SCHEDULE sam APPLICABLE 10• MADAM LENGTH (.) MAX. A.S.D. PRESSURE PATTING (P• MAXIMUM ANCHORS SPACING FOR MN ED PER SCHEDULE BELOW APPINNNCABLE W ANT THEM WXWUM Lmm TAP1C0/1 SOLID -SET P ID PUA9h 2AMAC-HALL CALK-W TAP(:ON SOLID -SET Pus2AMAC-NANJN CALK-.m 10Ovapt6 W To W W W W W01 W WOF >+65, -85 +76, 15 13' ri' 43' Ir ' 3 1 ' 3 t r tr 1 ' 3 t3' 12' tr 10 ' 1 ) 5,-r on LESS .76, -76 TO +t1q-119A 1r 5' t • 3 t t 0 /2 7' J 8 1 /2' t r a i 2- / 7 1 /2• 51 /2• 1' J 4 1 / 2 / ) 5'-07 OR LESS 13, it" it it 1r Ir Ir Ir Ir tr it TO- I (sonom) tr a 1/r 13, tr 13` r 13• 9' tw 7 1/r tr r 1 (SO-) 13' 11' 73' 13' 1r fY tr Ir Ir 12• Ir ICI' 2 (TOP) tr 5' 13' 10 11r tr 6 I/r Ir 6 1/2" 7 1/2• 5 fit' tr 4 1/2' 2 (TOP) 13• it' Ir Ir 1r Ir Ir tr 13' 12• lr 10' 2 (BOTTOM) is, r Ir Ir Ir 9 1/2' Ir 9 t/Y 10 1/r 7 1/2' 13' 6 1/I' 2 (BOTTOM) !3. ti' Ir I3• Ir Ir Ir Ir tr Ir Ir 10• 3 (TOP) Ir 7' Ir 13• tr 9 1/2' Ir 9 1/2' 10 1/2' 7 1/2• jr a, 3 (COP) 2 1/2112 1 6 1/4' 8 1/4' 12 1/2 12 I/ - - 6 1/4' 6 1/4' 3 (BOTTOM) - - 12 t 2 1/2 6 1/4' 6 1/4' 12 1/2' 6 1/4' - - 6 I/a• 0 1/4` 3 (BOTTOM) r 51 r r 8• r 8• 6 1/2' 7' 5' e• 4 +/2. 4 (TOP) 7- r r 5 1/2' Y 3 1/2' or 4• 4 1/2• r 6 I!2• 2 1/27 , -(Top) !• - a• - a• - d' or a• a• - 4 (BOTTOM) e• - 4 1/2' - a• - p` - 5 1/2' - 71 - (BOTTOM) t3' 1t' 13' 13' 13' U' t3' 1S' /S' _- 12' 11" 10' S (LOP) _ tr B 1/2• Ir Ir _ tr r Ir 9• 10• 7 1/2' t3' 6' iROi'I Ir 1f• Ir 13, 13, 13' 137 13• Ir 11' U- 10' 5 (BOTTOM) tr r tr 13, 13, 9 1/2' i3• 9 1/2. 10 I/2 7 1/2' tr 6• 5 (BOTTOM} 13, it• 13• i3' 1r Ir is, Ir iJ' Ir_ 13' 10• 6 (TOP) ,r 5' tr 10 1/2 Ir 6 1/2- it 6 1/2' 7 1/2• 5 1/2' tr 4 1/2. 6 (TOP) _ - 6 1/4' 6 t/4' 6 1/4• 6 1/4' - - - - 5 i//• 0 1/4, 6 (B0T7.-) - - 6 1/4- 6 1/4• 6 t/a• 6 1/4• 6 1/4- 6 1/4- - - 6 1/4• 6 TIC 0 (NOTIL-) 13• 7 t/2• tr tr Ir IV Ir TO- 11• a' 13' 6 1J2 i (TOP) W B-0• 13' S' Ir 10 1/2 13' 6 11r lr 5 1/2' 7 1/2. 5 1/2• Ir 4 1/2 t (TOP) TO r-5• 13" 7 1/2• 13' tY tr 10 1/2 it 10 1/2 11 1/2 a• 13" 7' I (BOTTOM) tr 6 1/r Ir Ir it 9• Ir 9' to• 7 1/2" 13' 6• 1 (BOTTOM) 13' 7 1/2' Ir 13• 13' TV 13' to' i1' a• 13" 6 1/2' 2 (TOP) 13' S' Ir 10 1/2 13- 6 1/2' 13" 6 1/2' 7 1/2' 5 1/2' Ir 4 1/2. 2 (COP) Ir 7 1/r 13• f 13" +r 10 //9 tr 110 1/2 11 1/2 a' Ir Y 2 (BOTTOM) 13' 1 7' 1 13' 1 Ir Ir 9 11r /r 9 1/2• 10 1/2 7 1/2' it 6 1/2. 2 (BOTTOM) Ir 7 1/2• 13' 1 IS' 1 13- $0 1/2 13• 00 1/2 11 1/2 8' 13' 7• 3 (TOP) it Y tr 13• 13• 9 1/2• 13' 9 1/2' 10 t/2' 7 1/2' Ir 6' 3 (TOP) 12 1/2 12 1/2 6 Ile a 1/4` 12 1/2' 6 1/4• - 6 1/4. 6 1/4- 3 (BINTO1) 2 1/2.12 1/2 6 1/4- 6 1/4• 12 1/2 6 1/4' 6 1/4' 6 1/4- 3 (BOTTOM) 7 1/2' 3 1/2' r 6• 7 1/2' a Ir 4 1/2• 5- 3 1/2" Y r 4 (TOP) 7• r r 5 1/2' 7- 3 1/2' r 4• 4 1/2• r 6 1/2. 2 1/2. Z(TOP) Ir - a• - a' •• 8' - p' - w - (BOTTOM) a• - a I/Y - £ - r - 5 i/2• - r - 4 (BOTTOM) Ir 7 1/2' Is, tr L 1r 10 1/2 13' 10 1/2111 1/2 8' 1Y 7- 5 (TOP) it 6 1/2' 57 tr fr 9' Ir 9' 10' 7 I/2' 13• p' 6 (TOP) 13' 7 1/2' Ir Ir 13' 10 1/2 tr 10 /it I 1 r 13' 7• 15 (BOTTON)l Ir Y 13, Ir IS• 9 1/2•L3' 9 1/Y 10 1/2- 7 1/2' tr 8' 5 (BQrT1Lt) 13' 7 1/2" 1}• tJ' 13' f0 1/2 t3' 10 t/2 t 1/2 0' 13' Y 8 (LOP) Ir r Ir 13' 6 1/2' 0 1/2' 7 1/2" 5 t/2• 13' a 1/2' 6 (TOP) 6 i/4• 8 1/4' S 1 C it 7/a' 8 1/4- tl 1/1' 6 (80R.•• 8 1/4' 6 1/4', 8 1J1' 6 1/{' a {BOTP.-) SEE EW II FOR ANCHURS TYPE • SMCPM TOR 11FMUATPk$ MO WOOD n11AE 8L"N S. • MW.MAT MOM SPACINGS " Me A M EOGE OWANR ARE .OICAiED ON TM SCMWLE FOR EA LESS THIN INITIATED ON SMEOUa REDU'l ANCHOR SPACING BY MULTIPUTAO SMI"a BMW ON BGIEDUE BY THE FOLLOWING rACMW FOR TOM OPOMilp1 W BE P*BWU, M91NED StA1CM off MED in" FACTOR SCOWL NOT BE LESS T1MN MM KO SPACNC ►10100E0 FOR EACH ANCHOR TYPE ON Tire SCNm1AE ANCHOR TYPE Ile. Ilea I/#'- Ile. _ya,. 1/4*.- - 10"" _ aX,oaEr # of WADE IAAYG-MYN GNK-N MIRMM ANCHOR SPACING (N•) 3 3 3 3 S 1/r 21, OWN 01) 3 3 yr r 3 eefANIQw.O.) emI 3 3 ,/r 3 ,/2• 3 1/2 1 3 ,/r ACIMIL WK OBBMNCE FACTOR 21n mn Asa - 030 - } aeo m.TS lm ow 31 • SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T 1 FOR MAX. AS.D. DESNRN LO40S & MAX PANEL LENGTHS W9i7N SPACER Is USED. JULLit A A.S.D. Dln"M LOAD MA)O U1M PANEL 1E14M 40 PST OR LESS > 40 PSF TO 50 PST W-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W//0 SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1j4Y iAPCINNpOLAREO 114Y TAPCON EXImRG POIARm !/a•6 rAFWIi _ _ �jePDURED 1/4'0 rAPCDF-- ANCHOR O 9 O.0 ANCHOR O 9' O.C. � NCREIE p1 ANCHOR a r 0 C. � ANCHOR O 9' 6:-C: j WNCgETE OR / CONCIEYE BLOCK �'•' CONCRETE BLOCK �. CONCRETE BLOCK % ' CONCRETE DOCK REWIRED. REOtLRED. / REDUIfEO. / 1 1 i/ E.O.• �,� I ED.• / I i 1 / 1 1 t I E tYh. 1 1 AWLS t 0--5EP LOG 1 a14.3mt• Extsntly-A TO GLASS. 1 ,!•Y-3m,• .. a ,MASS a _ T-_ unals w k < AH NwS Deb , I 1eaa, NAa r.e � , I 1 Aa , I —� 1• MAX. i n L 1 -PANEL IENCM a-- _. - - - -T 6' PANEL IEMGnF -: - _ ,(. _i - (LEE ELEVATION I I (SEE ELATION 1' Yin. ON SHEET T2) -_- _ -SEPARA TO GLASS, i 1 ! f E D.• � I ED.i G - _- 1/4"r TAPCOI� 4'0 TAPCONO NNCHOR O r O.C. ANCHOR e r O.C. EXISTING POURED CONCRETE OR pE7tt15TrNG POURED CONCRETE OR BETE BLOCK REOAREO. -CONCRETE BIDCK REOLO ED. SECnON R-1A SI KOAM PANELS 0 U Y ANEL WALL MOUNTINGS SCALE 3/6-1- SEE SHMIS IS a 10 I= ^100 B A OM M _ I//. TYPE a SPACING MR RMAUATIONT INTO VAK=. reaAM. IFi„OR WWR" a DIN,) 3 HOOD FRAME a1ADNmB. MNIWM ANCHOR SPACINGS AAO man" �— - •MwOe 3 EWE OBTANCE AM NOOA7W ON 1HB SC/ERAC. FOR Ea LESS i1MN aOCAIED ON SCHEDULE REDUCE ANCHOR SPACING = �.��„ O,xe,W LOIN (InJ 3 atwLTI1.r1Nn 9AA@!D sT+aWN oN SCHEDULE BY THE FOLLOWING FACTORS, Ap1K m1E (RgA,C 6(q) p0«R , ,/2• ox FOR THIS OPERATION It M POSORL REDUCED SPACING OBTAINED UagB FA4CIOR STALL NDF OL LEA THIN -- ----'_---- --- MINIMUM SPAC14 NDIGATED FOR EACH, ANCHOR TYPE ON THIS SCHEDULE -- _ --- ----- 7112. - E D •% E.D.• j j 1 / J I O e � N 1• Man. 1 a 1 EtOSTi ,'�I /T- ,/�Y-N01• 0 BSS OLTS W EXIST�,,A�-TI,� i GLASS ,//aY-RUIN• tA -_ Y. J•i F au. I B N I a I it R 1 9 I - MAX. tl I__ PANEL LENGTH a T (SEE ELEVATION ' 'L' MALL 6• PANEL LENGTH ._....T__.. 1 Nin. I IT I ON SHEET 12) 11 1 (SEE ELEVATION ON SHEET t2) K--SfPNUTIO4_ I IT It 1 IT TO GLASS. I : E.O.• ,/� 1 / 'E.O.• �/ T L j ', EO 4 EO i ..-�E4 i4IR4IR I(AG Ms. BOLTS W r 12 1 a.E. % Pans W IT 12 , oG. 1/4.0 TAPCON �` 1/4'0 TAPOON - ANCHOR a 9' O.C. ANCHOR a 9. O.C. •. ESDSfltrO POURED CONCRETEDON EXSt1NG POURED CONCRETE OR -CONCRETE BLOCK Fwmm - ONCREfE �BLOCK REOUNEO. WALL MOUNTINGS ,ull',N'_ SCALE }/Mai• Hurricane -9--P N _ rn O� U N CDO � C .� CQ U -0 0 C � U O � -0 •L Fn _0 0 O LL .� -0 to C CU O Q .� Cn Q > HLV 0 ti O cM\1 P W \/ m a- --L -0 C) %_ C N _ U O m Q Q E O i N U L < i 0 � E ' (n TJ O > r W INSTALLATION DETAILS FOR UFE SAFETY PANEL(l) INSTALLATION DETAILS S FOR LIFE SAFETY PANEL CD INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOQ STRUCTURES INTO POURED CONCRETE OR QONCRETE BLOCK STRUCTURES INTO WQOD STRUCTURES 711 !/t^. TAPCOM._.,._ - �NM. POURED 1/4-0 TATGaj _ .FOGS POURED ANCHOR a 9' OD. CONCRETE OL�OCX ANCHOR O 9 0.c f , CONCRETE �O(2c ' - HEADER ,, wDoo HEADER t ,1a0D 1ElDER WDp HEADER _ RED ,/ f REQUIRED. �`� �` %i "TEEoutRtro .'`.* II SOURED / y�1tt'OMnED DID HEADER 1' .. oft OD H�MAflER r RECOPIED FEOIA �a �^7, TAPCON II t 4Y TAPIXNI _ 1 Cn 4'0 TAPCON --L7) V + 'M FiCNOR • 9' O.C. % i II AIIC,HOR a r O.C. i O 9' O.C. / 4'r TAPCON t PO TAPCON v 1 Y _ i / / 1" e r O.C. �iV M-� 1t �i� ri ! �� O MAX. ,/4. ,', 7, j lI Ile1 I11 1 /�.-� r� IIg1 ! ; - .,•1 I MAIL _.-._.- MAIL__.-_. _ I • 1/4* 1 J2` • 1/4- 2" _ v -WIN. I I ' 2. , I - -- 2 ) i 2• 1 ! . 2 I, 1 IMNn I ! n 1 1-..-- ) / / ; \ I / -- - ) �I'. a N i e 1• Mn. 1 BOLOLTS w I I _,/a ar,• I i i, 1 I 4in. ; CU a I 0- SEPARATIOHA ! 1 - ^ I�rrN q ! q a 1 /av M 1• 8 TO QI�S. / a 1 BILL w q T Si gp3s p 1 6F e4iS w 6 i T O B R EX5TIN6 A T- eoL1f • _ _.. _ art n u A I ! ya'P.2mr q ! O 1 > a R -- �_.. , aY-ta.,' a T E%LSRty§,y a e4 oA1N� a I I fX6n{(�,a qs. qan • ' A .�. 1 , aY-2q.1• N 1 e -. 1• i--.:. a u a 1•' 1/CP-Ns,' r-In EXt5i%- i GIASS� ._ I a il Ex N ! GLASS 9 �_ I tj' r A FA a O t 1 GLASS a • r T... ) - a._._ ._. f i - 6TINB_B I - - __ GLASS r tIOLTS w 1 1' IPA. a...-_ _ i 'l' MAX q-----1/- �a6APNf sG D.�S q 1 r- -I t a _. - `i' f I 7owH�s7 9 I i- 1 a/, a,..�- Ldl- 4aMpNM1 ,.IqL S n L PANEL LENGTH a-.._ , ®• PANEL IEFNCIH ii _ -_ -1 J( n UNUP, (Ka, r�ry fl 1 .t_.._. (SEE ELEVATION a 1 (SEE ELEVATION ! 4-.—_ J--- PANEL N !_.. qM_.._� ' EL L S 1 .__� -..._ PANEL LENGTH p i' M6n. t OTT SHEET 12) ON SHEET 12) a ;.__, ?PANEL 1EH107MR 0 1 ___ - (SEE ELEVATION W ____.. _ ) PANEL LENGTH 0 ( PANEL LENGTH W _.._._ .__t-_ q• ELEVATION 9 ',A--�_ __ __ _ _'� - 5, (SEE ELOMION n -__.______ Y" MAX. R_ ___._.-_. __.1_- PANEL LENGTH •'__.__ 8' ��11 Y Max. r.---_ -. a It 1 'L'MA7L q•-SEpAAAf1DIs.. 1 0 TO QUSS. 0 - - TON SHEEP 12N a 1 9 ON SHEET 2) B ON SPELT 12) !� _. __ ON SHEET 12) 0 I SNEE'T !� �_ .__. T __ -- _ 9 "T- -- + q (SEE F1EVA710N q a a r II 1 " _ N I- Nut / R -R =a -r -I ! L 1 t' WIN. I a---� F---SEPGMMTON-- i{ T' i _G T 7 INI TO CLASS. :_I.. ;; i g i• MN. V N 1•-- .,- L/2 .-•-a � -- M 1) `/ 1 q � ���NMrN7N--0 ! 'f A TO N I ID GLASS. II B' (--j i - I L/2 - p TO DIA ICI j. __ O E' a 10 6LA45. i '� !F•-SEPARAnoN -- I - l.! rVl E.D /r i E D• ; "' ) .. I-�. t _� a i q ! R G N a. EX61NG PORNRE�. x'2V,/2,;, - \ .., - at 12 CONCRETE ORi. 1.... - COaiCRETE Ot- /-- 1 CONCRETE BLOCKCONCRETE BLOC+1 i - f0. ` ! ) EO. 3 1t 4•Mt i EO j - - 1_--! `/ 1• 1 -' ! It i+x R/r oA �12. •...., 41A- 4• EO _ _..__--- _t__. _ - 2 a• wDo� !.' ; ) .� 1 N7o M6 I� PLATE aaa wl,� I �� j1j.��. 1/4Y PWELMAi M�uS - .JOY TAPCON - �; _ t 4.0 TAPCON F M _ _�1"e tAPCON 2'xs' 1MOQQ ` _r r;`., PLATS '. I� I PUTT �4GTt �A 1 REQUIRED • ,s ,!3 oc 2'x4• WaQQ I f 2514E Iw3oD t/4'0 PAtELM,W7E PLyg- - (�� j O LIFE SA NE At1CNOR O 9 O.C. - ANCHOR e 9 O.C. ANCHOR a 9 O.C. PLATE ,1,ANCHOR O it i 2. O.C. .. _.ANCHOR e i , . . ANC1rOR O 12 1/2' D.C. - III �Y:YYM�.1.ORiYi ANCHOR (BEYOND) ji 1 4Y TAPCON REQNRED \ `. REQtARED STAGGERED w/ StUa STAGGERED W/ STUD lEOUMED / y 1/4.0 PAELWIE Pt)A \ 1/4Y PANiLW1E PLUS AHc1FOR • 9. O.C. WALL MOUNTINGS ( N4 woos G M 2 i4 WOOD I i 2 /2, o c (gyp a BEE wEETB 16 • t6 FOR ANCNOA51YPc • SPACING FOA SCALE 3/a-1C ' - REQUIRED\j'^ ANCHOR CHOR AM NDMOM" FAN OWANCE �/' ARE 001ATED ON THIS SCHEDULE: FOR LO. M93 THAN INDCATED ON 9Cnf'DUIE REDUCE AGOOR SPACM BY [�gy \ ;+ CU MULTIPLYING SPAC O DON ON SCIEWLE N THE �� ��py �TL �� p pyF VE R_ �ja!�:�M FOUDPPW FACTORS FOR THS OPERAIXN W BE POSSIBLE Z - dLTiBNSTl.1l�8_Ui1Y 'T - ,� - O IPOFE�f4-P L Rmuao SPACPO MANED UtMFG FACTOR SHALL Not K Q LIFE SAFETY PANEL ZONE EACH r IN BROWN SPACING aOO11E0 ift ANCHOR 4HHNi ...... I I= THAN NIM,/ry HIE aN THIS 6CHED XE. P A. T/ WALL MOUNTINGS H Q WALL MO{ N111 L �Q1' ,A; T... AIIdIRI ME __- 1/41 1/�Y •• i ,F,C6H1'�GEN,(:'•.!' SCALE 3/e-1• A. T SCALE 3 a-.,• SCALE 3/e-1• 1�, •" elan ANsae SAara OW 3 3y.L�A uA'•1j $_ ' • VGiN f�i: ••., . z W y= i FLORIDA BUILDING CODE Non High VelocityHurrkwe Zan r 3.`;: TENS ' � FLAIBDA BUILDING CODE Non h YNoci Hureicanr Zonr M{167 � FLORIDA BUILDING CODE Non High VelocityHu cone 7anr •a.I.N1aIMe a�Nnr B,•) 3 3 3 * •t * s 491aD lATtm W. 24 GAGE GALVANIZED STEEL STORM PALL 3•F. ' > atEm, 1Na a .BY : _ *'• * am nlea..,G r3. a= 24 GAGE GALVANIZED STEEL STORM P atwANn•af caaw Bw pV 3 a ,/3 * c"w" Br. 1. NSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN .44167 t s AIIE1. 24 GAGE GALVANIZED STEEL SiORM PANEL oRNnr /OR R ®MR (1CO.i tRCRW S STATE :'Cc j --... - aAl27/Mf0 PRESSURE RATINGS (p.at AND PANEL LENGTHS AS * .. �� INSTALLATION ARE ONLY VMAX.A.S.D. '� ATE ,I4y� Z . * $ _ _ 1. ALTO FOR MAX� STATE OF - -4 W GL08AL PROTECTKNI PRODUCTS. LLC. mac PER ELEVATION ON SKEET 12, STATED IL E C O I«c. PROTECTION PRODUCTS, ILC. Gat: DESIGN PRESSURE RATI!�GS (p.r.f) AND PANEL y Ao' FLOR GLOBAL PROTECTION PRODUCTS. U.C. ano34 ORID r — IL EC 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOO ._ - 4ei0 La. ai WOW LENGTHS AS PER FRAME CO ON SHEET 12. 4 •.....'(�t1. /"+ZlA�W • AI^'oMMaE, rtb13J3taR v aN P: Nw BITE aMNA n aNl GAME, ti 333t4 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'S�ONALE� • NB ooMrAMr Prop s•. s, s1Mes1 ANAL / v as a xN 3OL YIWFM eYt A L44 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC 0,,: . FlOR1� 'I.l /-,..P2a;1 Z r aM im rN w,. ,PAN 4Y,-,m . Mr , tMM et-1sp P,gIC Crra)aP-ma FAN: twNR-r7r7 / •.....,... ,r t+cii o�+sa . nroRE: SMaMar-7sa. vAK: (a4)rR-rTrr 20-175 MEMBERS TO SOUTHERN RUNE No 2. W SPECIFIC FNNuutuLM" d nNv„ alniw .'oN°rom ai nloc PaF7sa i a.� fMaMM-r7rT 20-175 _...._ -._- __._. uMNM34 +wi +.,..i-• v� rRSwa Piz DENSITY 0.55 #( EOWL ..-N ...ar.- N.. fta . wF a.. / u-•oranN �"' 0 N"r 1O1N' "' OFRAt' A. TUNir °�° M0' DENSITY OF 0.55 OR EQUAL Nx. .sly r w r utairia R.: Q ,GAMIER A UNLIT N� P.L aP iF-w . N(Iip wN.TEA A 71WF Mt 7� aD i6 PA. N'.iLlBei4TMWiaA7E fA-6rOwN i Y •Y SET AE or it J BNElT u N N 3/N tam ,a er t6 111YiER A iNLR Ar., CIE a SIMMONS SHEET NO. SH 1.4 a Ak,EZI/18. EZ1 W/-18 A,cFpps - - -_¢tw ON SHEET ta)- (SEE SECTION ON ¢t a ALTERNATIVE i` mi.. ��E�E� 9 -(SEE (TOTE 2) --Ow. (Ely 0NOIE 2) #14X1' S.M.S� t/2" e C1rD 3/16`4 ALUMINUM _ - POP RIVET * LIST PANEL0 TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE O O O O O O 10 O OO - --- f - - _1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. II I i AT 2 PER 1 1 1 NOTES _ �T - DFFINI?ION OF SERIES 2000: E-2 HANG STORM PANEL SYSTEM T T" r- �? (ENE) PANEL) i {INTERIOR PANEIJ (INTERIOR PANEL) (NTfR1OR PANEL) 1 ' (END PANEL) I I MAX CONSISTING OF PANEL + Cont TRACKS TOP &BOTTOM SEE NOTES 2. 3. 4 I ! I 4 SEE NOTES 2, 3. (2). END PANELS SHALL ALWAYS HA CONNECTED TO AT TOM TRACK �- CTTHETTWISE A STOP BAR ®SFTJALL 8E PRONGED AT TOP OF SUCH ANEL LENGTH PANELS. - - i Asj r' 1 * j 1 * O ♦/- 40.0 P-rl (3). IF END PANELS ARE CONNECTED i0 BOTTOM TRACK, CONNECTION I I• .I I ' _ - I . I I ) SHAH CONSIST OF 1/4's 20.3/4' MS. W/ '//B's.3/32' WING PANELS I NO OR 1/4's.3/4' M THUMBSCREW INTO TAPPED BOTTOM -y-_BOLTED W/ 1/N-20.t• i , S.S BplTS W/®a EA CNERIAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (SFE 1 SECTIONS AS APPLICABLE) EXTERIOR MT FIANCES OF END PANEL. I OF (4) N H LASE THAT END PANELS ARE NOT CONNECTED O BOTT N MAXTRACK (ieA STOP BAR IS ONLY USED AT TOP) AT LEAST TWO T PANELS SRALI SE CONNECTED TO BOTTOM TRACK USING SPECS TT-fTTTTTTT-TiiT-T ))' III ))' INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_LILJJ_LLJJILLJJ_LZ:JJILLJLLJJ11;1JJ_L: JJ1 L _.! PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. P _ 3- Moo, SEE NOTE 4 - _ J" ND.. -. t' AUn... SEE _ SEE I' YIn t INSTALLATIONS ONLY VALID FOR WINO NOTE -0,Y/iD NOTE 3 TO 3SPEED UP 170 m.p.h. ANCHORS ---(SEE SECTION Q1 a ALTERNATIVE QiW OV SHEET te) EZ1/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) SCALE: 3/32'=1' I/4" Yex. GAP 2.6e7"(MPl OVERLAP ., WHOLE tALLEY) \' /4• YAx. SECTION A -A SCALE: 3/32•=1' s�P� •'' EN • /9 FLORIDA BUILDING CODE Non High Velocity HOT Icons Zone) i Nao» TXrtm..c 24 GAGE GALVANIZED STEEL STORM PANEL = o. 44167 - DR. e - �-C O 1Nt GLOBAL PROTECTION PRODUCTS, LLC. a . STATE 0� % .eca sr, sl s1IIm 1m.�,r 20 C -175ORI -mim1A , )(� .....• L u-OOO➢T1y �.., lXEv4.w PN. NRE/MiE XIALTtTI w ir1A P[ O ••-w '4NtnP,H1 NiT sNQ1 IT « Ie otENGINEERING ENGINEERING EXPREBB® PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17589.1 - R2 EX Project Number 20-31543 Product Manufacturer: All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FL 33409 Product Name 6 Description: 24ga Galvanized Steel Stomp Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Fonda F urik8 Commission Rule Chapter Department of Business and Professional Regulation (Florida Building ) apt SIG20-3.005. FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (Z020) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of This product shall be required following pertinent Fonda Building Code modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 titled'24gs Galvanized Steel Storm Panels (HVHZ E Non-HVHZ)'. sheets 1-5. prepared by Engineering Express, signed 6 sealed by Frank Bernardo. P.E. Is an Integral part of this Evaluation Report. . TEST REPORTS rm Unifostatic structural performance has been tested in accordance with TAS 202 test standards per test re ort s) #BT-ABG -17-001 by Testing, Inc. Large missile Impact resistance and cyclic loading performance has been Tested in accordance with TAS 7 1 lackwater Testing. Inc end TAS 203 test standards per teat reports) IfiBT ASCr 1 -00 by B g. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on Comparative and/or rational anatyw to qualify the following design criteria: i, Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 M TEA♦(o E NGINEERING E x PRESs.COM ENGINEERINGExPRESS.COM I i➢1 C ( HDLL l rA- .yq-•: �•�R�nF.r nT Yvr [ 4U r-Ali! IV ENGINEERING Page 2 of 2 All .Amencan Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is net required for mstallabons outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is accounted for in the engineering desert of this product. Wind Load Resistance This product has been designed to resist wind bads as indicated ated In the span schedule(s) on the respective Product Evaluation Document (i.e. engineedng drawing). Installation This product shall be installed in atiid compliance with its respective Product Evaluation Document (i.e. eb with as components noted therein. engineering drawing). along m1Polt Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations It Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document p.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads end shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a sae -specific basis by a registered professional engineer. All components which are permanently installed shall 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). Respectfully. Frank Bennardo. PE ENGINEERING EXPRESSB NPE0046549ICert Auth.9895 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(8661 396-9999 TE AN@ E NGINEERINGENPRESS.COM ENGI NEER INGEXPRESS.COM _ F _ IL:..S:1J -T JNU T"N •4 3 C .. ( P �� • � 141 TC.. .. ♦ ,.ar. ,.Lt�1 r .,. .4.. Px^CCILINO/M1OOR NOUN 9CRIOM ., P.Ir. ]-CC: WALL MOUNT SECTION .n x -I L :iAH �SEr '!•:�E.E ' -A may➢ x w. ��. Xf:;•:rECLIE ,y ',Y N Fi-U"^I. A u E- s J Tit .iris rJ tl>�; ID_ le,T f. ¢+. (1.OPTIONAL rOP/BOrrDM CLOSURE D_TALL ..r. !I III It !1010 dfi 20-31543 I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ct� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES _ FX1571NG POURED . CONCRETE OR 1/4`0 TAPCON CONCRETE - ANCHOR a 12' O.C. REWIED. \Y ,14.1' HEX TIFM TEN 1/rs TAPCON /% 1' /14X T' MEX NERD TEK WOOD 1(,J1DEn N - ANCHOR • 12' O.C. ^ E REW O v}/4' FROM RECUR SCREW O •}/4' EROY EDGE OF 1V 1V �.7`•1!-'71' O He NBO�B I -1 E.D / j/ IN 2' 1 _I yr.-➢INI'Ito= 'Yae•R n GR I 1/2' Rl Fe rrEal R 1/2' 1' Yin. p I It R-SEPARATION 1 1 Y 1 S/ 16's EPMATION I 3/16'. B TO CLASS. I _i POP 45"'� Dt' ^ ALIJMINl1M POP GGG TO C1A55. MIET RIVET It I O RIVET a_- 1/.•.-2olt• MAX, ( PANEL LENGTH IsnyG ISw PANEL LENGTH e R ate_ _ Y 1 _ O a = d' - �-- -t - e 1' Lon, I p . 1 -SEPARATION I i AOnR--SEPARATION -- i _ _1/4Y-2.22 Y TO GLASS. I - O/ R TO MASS. � THl1YBSCREw OF `L' 507t YMUYBSCREW I I I ED- rt�r• % 1 ARA 1/2' a 1f4'0 TAPCON ANCHOR O 12' D.C. 1/4'11 TAPCDN / EN15T 2•N' WOOD _- -CONCRETE ANCHOR a 1T O.C. UREDPLATE �/Y OR COURTED / CONCRETE BLOCK -,•.( REWIRED. WALL MOUNTING WALL MOUNTING SECTION E71 ALTERNATNE EZiW SCALE 3/8rt' SCALE 3/8-1" l4,, P.•'' CEN FLORIDA BUILDING CODE Non High Velocity Hu rrIcons Zone 1l�S rs ELLENGTH 3 D, 441 s °m➢0 M"co, 0C 24 GAGE GALVANIZED STEEL STORY PANEL r'1. 2 -6. •• * INSTALLATIOPJ ARE ONLY VALID FOR MAX. A.S.D. DESIGNHALL c_ - I7M/]Iuo • PRESSURE RATING +/- 40.0 p.s.f. AND 6'-0' MAX �N. STATED IL E C O Fite.GLOBAL PROTECTION PRODUCiS. LLC.2. PANEL LENGTH. 2v TKUT a E RRIe tI1wANT •co sr . 1STREET n rr FOR NEW WOOD FRAME CONSTRUCTIOW WOOD %0r: (O0�: 1MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC .,<, A= P nr (� FA1('�_mT 20-175 A DENSITY OF 0.55 OR EQUAL. NeO NNtlI /sTtrlArLNR/DIUE b .r,LTER I TU_rT,°N.. PI Y rr-1.1 N16T NI(ET ,e «�e mWIK BENHAVIO, IE 1 PEM•IG 1D G 486M ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) t " MAXIMUM ALLOWABLE N DESIGN PRESSURES: - r"" a >,' J AS NOTED IN DESIGN WIDTH UNLIM)TED (PERP, TO PANEL SPAN) TOP MOUNT (CONN Typ TYPE AS REQ'D) SECTIONS OPIT. /.'-30 STITCH BOLTS WITH 'NASH ERED 1 WINGNUTS FASTENED 0 DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL 8E DETERMINED PE0. USE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE RERH4ENi5 AS DETERMINED IN ACCORDANCE VJI HW[ASCE 7 AND CHAPTER TWO OF THE FLORI DA BUT CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN s �� :. ~ [, n O = W U - E>` ( < W Y w OVERLAPS 0 WDSPAN(USE APPROPRIATE SPAN TABLE)'i a PLAN VIEVI g lii L GENERAL NOTES: 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE R21JIMMENT5 OF THE FLORIDA BUILDING CODE SEVENTH EDITION ?41 R USE INSIDE MO OUTSIDE OF THE HVHZ. PER TAS 201, 202 AND 203 TEST PROTOCOLS, CONTRACTOR SHALL INVESTIGATE m mar ti O W b O 7 E i as G 'n£0. > AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. O[SIGN CRRERIA BEYOND AS STATED HEREIN MAY REQVIR[ 2. NO 33-L13.INCREFICAS SEALEDENGIN WABLE RV 2. NO 73-i)30.: INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE STIES DESIGN OF THIS SYSTEM. (n _ uB�1 IYQ / / I BOTTOM MCEI SIT \ t N - (C:DNN TYPE AS \ ( 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPEASTRUCT11" WITH WHICH THIS DESIGN M USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERNIT77NG CONTRACTOR. 9 SEPARATE 5IRP[ •SCIMC'SGLED ENGINEERING SHALL BC RCa U3RtD IN ORDER TO DMATE FROM LOA DEFIL 0145, OR SPANS CONTAKU ppSS,, P HEREIN. CONTACT THIS EH G]NEEh FOR ALTEWIATE S AN CALCULATIONS AS MAY 8E REQUIRED. Q pi Ki - REQ'D) \ PA.3/ 91" 0.3]5" - MAY BE AT TO 5. THE SYSTEM DETAILED HEREIN 6 GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SP[CIFIC STM FOR SITE-HP171ON5 OD3LRENT FRO. THE CONDITIONS 067MLED HEREIN, A LICENSED ENGINEER OR REGISTERED APCNTTECT SN ALL PREPARE SITE SPECIFIC DOCUNE NTS FOR USE IN LU < W cupp a BOTTOM -` 1 TYPICAL VERTICAL MOUNT ELEVATION THIS DOCUMENTNOTED COrIJU DESIGN PRESVITTHSURES HER 6. DESIGN PRESSURES NOTED HEREIN TO BASED ON MAXIMUM TESTED PRESSURESD[YlDE0 BY 1.5 SAFETY FACTOR, Z ._. QF X 2 NT S ELEVATION 1 7. ALL FASTEN WS T09E K'I OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS FOR ALUMINUM STRUCTURES' SECTION 3.2 BY THE ALUMINUM ASSOCIATION. INC., 6 ANY APPLICABLE FEDERAL, STATE, ANDJOR LOCAL CODES. In JI Z ^' ft1 < - TOP M(AINT l naX AS �Qp (SPAN ABOVE TRUCTION) s ALL STORM PANELS SMAUI 24CA 5Tl EL I.0.024'cc 9. STORM PAVANS SHALL CONFORM TO ASTM ABM] STRUCTURAL UALITY ST[EL 1560 GALVANI2[p COATTtK. Vlim A MINIMUM FT'49.1 K51. 0 10. ALL ALUMINUM E XTRUSIONSSHALL BE606}T&ALUMINUM ALLOY, UNLESS NOTED OTHERWISE.Q 11. TOP 6 BQTTOM pETAItE SHOI'IN MAY B[ INTERCHANGED AS FIELD "7 C. W all Q BOTTOM - W NT -'m (CONN TY < AS REgC) _ CONOITIONSDICTAM PANELS MAYBE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. ]2 CONCRETE ANCHORS NOTED HEREIN SMALLBE EMBEDDEO TO NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MAN VFACTURER'S RECOMMENDATIONS. 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECTALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELER0.0LYSS. J J Q � � � � fi SIR u JJ OBSTRUCTION i E O (LOCATION MAY VARY) u) < 14. NGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS E SHOWN IFIES USE OF THIS SPECIFICTHIS N BY CONTRACTOR,FALLCet & NCLUDIN [S B SAVES HARMLELL THIS ENGINEER FOR ALL COST IE DAMAGES RESULTING FROM MATERIAL LEGAL FEES SECTION, qq Q qq > OP MW NT - .- F�T CONN TYPE = AS REQ'O) & ONFEES FABRICATION, SYSTEM By LOCAL R CONSTRUCTION PRACTICES BEYOND THAT FABRIC FABRICATION, DI!VIA IS CALLED FOR Ili LOCAL, STATE, A F[D[PAL COOS B FROM D[VIAEXCEP OF THIS PLAIN AD HEREIN, NO ADORIONAL IS EXCEPT AS EXPRESSLY AFFIRMATIONS CERTIFICATIONS OR AFFIRMATIONS ARE l 104110 0 Eli i eY L LnfEX BOT70M MOUNT (CONK (SPAN BELOW - TYPE AS REQ'D) OBSTRUR[pV R MARKD. 16 NOT ATIONSA 140 VIV S OR OTHIS M ATIFICS PO THIS DOCUMENT ARE NOT PEPMITTEf) AHO IHVALIMTE THIS CERTIFICATION. ]7. PANELS SHALL BE PERMANENTLY LABELED WITHA MINIMUM OF (1) LABEL DER EVERY 3.0 FEET. CONTAINING THE FOLLOWINGINFORMATION' - ALLANERIC" SHUTTERS AND GLASS WEST PALM BEACH, FL e a R Q c 3 ���dEalalaB PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL )!I"-20 STITCH PROVIDED THAT CONNKTIONS AND BOLTS MIT$ FASTENED Q ANCHORS ARE USED WHICH SATISFY OVERLAPS FASTENED (USE SPANS .ABOVE a BELOW OBSTRl/CT10N. APPROPRIATE SPAN TABLE) TAS 201, TAS 202 &TAS 203 FLORIDA PRODUCT APPROVAL NUMBER _ prt 31543 VISIT ECALC.IM1643 ■ f'� VERTICAL MOUNT ELEVATION J1 LIL)II _ 2 NOTCHED PANELS 1 N.T.S. ELEVATION MaT ENaNEHtNBEnR®. mWs10RE ■ FonnuxrlDr.aMEa,Im•onn.x.oulcer ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM DANEI SEPARATION FROM 61A55 ESSEN UL FACILITIES) 4 T (HVHZ, WIND ZONE a • MAXIMUM - DESIGN ALLOWABLE INSTALLATIONS LESS INSTAULAnONSGMATER PB ESSUM SPAN IL-o) THAN 30 ABOVE GMDE THAN 30ABOVE GRADE (PSF) /30 - - - - - -- ♦/3S 13001 -6061n - 2.161n ♦140 _ _ 13001n 6061n _ 2.161n ♦/J5 13001n ----1161n 2.16. ♦/ SO 1300. 606 In 2,161. SS 10661n LOB _ 2.35 __. ./60 _ 1131 -.- 6.09 153 ♦ / 6S .. _ 59.8 63I 2.72 _70 . / 41 364 612. 2.90 TAN SC.HtUULt NU I tb: 1. ENTER SPAN SCHEDULES WrTH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING IXTRUSIONS ("r-TRACK, STUDDED ANGLE, ETC.). USE 6.25- O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS) 3. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITM POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IRED. I Pf INNx BEEINAI00. n OO.654D U. 9483 MINIMUM ALLOWABLE SPAN SCHEDULE `r TOP MOUNT Ian � L ' L 3 Y 8 L�� Y 'W Hsedr Or 0- Zr 2r 217 2r 2r O' 2r 23r 2e' aNdeDIA 'U' H.eGT o• Cr0' 2T 24' 2r 2r 2e IF z r zr 2r f 2.5 a'U' Header 0" 0' 0` ZT 24' 2r 2r N P 21• tr 2r 0 2xSA Stud 2r 23• 23" 1,' 3T 31" 11• 30' 2r 3P 11' 3r MRtlDUI'F T nck 2 r 2 4' z r 30• 4• 50• 2P 4r z r 4r 30" i 'F Tack 2S 2r 2S 31' 5P Sr 3lT So' SO' 31' W S5" � o Bale AB Mount 2r 2r : 11' 2a' 30• 11• 2r 2e 11• 31' Oral MI 2 4• 2 r 2 r JO" 4r 90' 24' 4e' Z r 4r 30' SS' o •u• N.ad.r or o' IT zr zr zs 27' x v 24• zr 2T m 'I' Tr .rA 2 r 2 r 2 4• 30' 4r S0" 2T 4T 2 r 4T 70' S3' surd Bi W 2T 27 Zr , I• 30' 9f' ,1` M zJ• 30, 1 r 23' 'C Tratlr 2r 26 2r 33' S2' S6' 71' ST 2r 5r 3r 5r HN r W q3 U6 H� it: YU IN HO 1 sews SHOWN PORE ARE MINIMUM ALLOWABLE MPANS MSfO ON ANY COMe1M HE A I API WI U0 .arWlnONs AT TOR DR eo**«+ .wEl uNCTns uss now rHosE NarEO :N TABLE ABon Me nDr <rEnAetE. lip YT SVt - ON GIA5515 PEWIPED wPEN PwEI It AGTP l5 rAf4iER T,ArJ nUi MOTYO TOR RESP[CriMOUNT,NO CO COMeIrunON ABOVE ]. SLOE CL ILOO AfOVIREO FOA ALL CONDITIONS, M MOUNTS IN (ABLE N FPOH LAERE SHALL RM AE5 Mf F US[O WITH aJILDOUT MpUNTiNG CONDInONS, At9U1RE0 StPABAnON rT19M GLASS $1JALL of REP UFTAIL'F TABLE AFKIEM TO apM 21pA r WnH Q0. wITHTHJr SnTCH BOLTSI ANO 24PA PANlaM 6 BOTH WIrP AANEL Z FASTENERS R IJ.S- O. 6 23' M. PNS . SPAN E M u51FG OM11 OOVAL TOP OR BpT¢O4E OVENWI.tF DTMA'1 111-wY HnN0cOND.mSAATWY iN rHEsr DA.wINGs Q L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. W$ 7 � I V LAMT AwEI I STA Z OM INTEVpADJACENT aT PANEL LU W d x-ID.:'MS.sIctWAU,-I Do NAC�Ir4 SGfw TTgU M' OIA HGE a, -JI i k S RY 3 1 t a s:o .:M.cHlw scAEw Ocur WASrEAlO fltGNtn R rcoNEEE<rs eOnoM ElwNr 3.2��Z`�fi 4 b e�r.usJa+ ro wMctNr fLl �.st � � �t]!��' BPTTOM MOUNT c- Tvoe AS REnol �E�3 �� i T S <du, TTPt AS, O e r TISUAE HOPS AT -ST.-roncR11 SPACING of H.AF TnE MOI LOW BIM OP VALUE G,VFN IN wUgR W000 CRANING SAA<ING (ABLE. O EAU, PAN, AO mJACENT To ECREss PANELI lXPraan ANftiMrmR 20-31543 M OPTIONAL EGRESS PANEL DETAIL S .NTERIOR FASTENING "VvKOOJWWOD. I'C 'PE-916.ri9 9BBi +i .5ffi� 8`v0 094"" 1I- 2-0.02.0.5 3904• 0.9-40" .0I ,-T2.9902.15" -0.050" 0.094" 0.750" 0 2u5Q02S-A 04'Q280L2S^ GA TYv18T-TYP94' 094' 06nD94 Iuou.c_. I -I L.930' L930' .062" TryvOL25000'0 2 0oo0 L35 .030" _. °• .202.000' 2.W0"lio n♦pPD-T, .- $ �.121' 1.180" a •H' HEADER ,� •,f Hf, aI Yf' MEAOEn 4� � J-PNJ CLOSURE /; i SND ANOIE i � Y C- II III I 1.51 1.560'I� _TL.560" SIG �3.3 6F51AX 3L "5• 0.376' 0.313g" 0. -(I --{655" 0.19 '� 0D46�5' 0 376'�j �•^(55' �0542501027C 1.007• o'.�J3' 3• L� I2.500"PANELCWERAGE 1,L pR�O. L��79�'-11�[ ��jII� 0--{RI.p- ,Bg6•waAA 14.675"PANEL LENGTH b y "1Mt�.r, FMfTT 4�'� {D 54S" 0.524150" ." pV:LEa O RtcnaT DA90 rr�-YN50TYP rj'-O��7y215 0L0" R0.735' .305 N elILO-01T Y TRACK TYP 7 A •F• µDUV TRACK �•C mOc17c0D w A NpA1T 01957' r 0.�13"Z l.� 1 = oD NDL Ut 0.JZ6 -J jar F �,5655' -.RP LEG DIR[CTIOM OC F 7yp ne+l3sEo o Z .ri'F' ANOIE - iMIX fIXTENDEDI � � ' � s 1.DD0 • 1rS II• � � n 8; � 4" MAX. A CORIJER CLOSURE DETAIL t �,2S• MAX. Z i 0DVI1SWTA-NOCUET or'T_"A T'FE •� .. {• I45MI EMBED W MAX00' 1,1141 OVERLAP 25" MAX.Nraiq q d E S . .. it MIN 1.500' >t�a e 4" MAX. MIN. ..vR.l ('LC00.NER CLOSURE DETAIL EMBED L Y.. r. nT ,•_y j$igg(+ V n rMP Nouen cLosuRE DErAn n- �n.rT.. r � yY � � � Y y�� xT s I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS C LZ 5° O.C. ® ® ®I RAW%/W ���/„% !L�® ir/.•,��i■' 6i//.;mil mffiffl �,/,, III® � FN III • IfnLTnM,I,.oI.. ®�®�® .. • . ®D�®t�izYBia■��� ANCHOR NOTES: L. ANCHOR SCHEDU LE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT Y oNl PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPA CING, THE EXISTING STRUCTURE MATERIAL, 8 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN tM EQUAL TO SHUTTER SPAN.SELECI CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('IF' -TRACK, STUDDED ANGLE ETC 15E 6.25" PA NELFASTENER SPACING TABU VA ES FOR ALL T'- AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIDNLS S. HOLLOW BLOCK HOST STRUCTURE CONFORM T R O C90 BLOCK. 6. MIMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. SCHEDULE. 7. MIW MUM EMBEDMENT AND EDGE DISTANCE EXCW DES STUCCO FOAM, BRICK, AND OTTER WALL FINISHES WALL FINISHES SHALL BE LIMITEDTO I/4' MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ID, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' IMIN.) WOOD STUD (�' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE -SOUTHERN PINE" G-0.55 OIL GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 11. REMOVABLE ANCHORS ARE. CEWALT PAN L E MATE A POINTS SOLID -Sur & BRASS BUSFIING. LZ. MACHINE SCREWS SHALL HAVE 112' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE AN04OR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) I O 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 11.0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5. ]IC DIRER MOUNTING CONDITIONS. LIE LINEAR INTERPOLATION 15 NOT PERMITTED FOR U5E WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 9 If '41IIIIIIIP CD CD i -Cu -i--P U U O� Q O C CB -0 Cn 4-5 (Q O CQ to O O O W O LL .w-0E�o A`T�V� fl- .= VJ Z Z W J N N L O r- O U m N U_ a_ O CD -m N ' Q; sJ M (� ire li v O -• U - OW Cn}B (D �^^ Re 'i VJ C0 O L_ U CIO O L U W c G Q SHEET N0. SH 1.5 .r e B7> - q( 3(,:,, Lg(lm(ar tOl LC, Co3?6 16r S Bv -TRL Abbok{ r 0 f