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Home My WebLink About6394 Back Forty LpAB or A.B. Anchor Bolt ABV or Abv, Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin, Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Mr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Footl Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNVALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) Pl. or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf Sc Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southem Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof I Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener UVWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 I = 17= INI INI *IAL I I 10M 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1 A HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ers N +:III C) a� o Q v o W � Aso a e- Cs C CO C-) CV —.omx LL d _N C �o o N .0 N t N C Q Of N 3 =% �04 � a a> c W o z c d U d � C p = E a ra ^^ UJ N O N •fir. 00 Q M t 0 N Q0 N ttttf.rFd,® � �J ' �. � F•`°•sue o . '^ NO PE r 8750 '14: l' c r: T-. rF �s '^S4'v 10•` / 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. fn W vE 0 0 0 N ENO- :* LL Q v C J d LL 13LL m 0: W 0 N0 W 2,°' wW ma . NZN Z da Z O U Q N W OD Z Ncn Z z rz U) N z (Dra o U ULJ - C) � O t!1 w s cam, ' U LL, ~- — e s I a� = t d � 0 O J ¢ w M Z Z ; O Co U W o z a® ❑a 0o 8 E o C ao 0 �J m0 & Z m m '< w �z � 3 g o Z VIP t�1% / , C2 3 w �� - w .J Z0 a 3 0 C O i N > M Qrn m 1 W C9 i M t0 IUD N =3 N a L0 Q Cr � J N I1 Li _o pp }+ 1= O ILL Y m N c Ln 'Q M r- cc CM COC14o y z z E N E a U 0 .�' Q p c 0 JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. C S VARIES, 2" LESS THAN Cy1ABINETS�BELOW� MIRROR I 1 VARIES I 00 r 00 I II 1 KITCHEN 0 50 CD r- KITCHEN 0. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O.ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0- w 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOWEL BAR TUB OR SHVN - VALVES MEDICINEoo CABINET TOILET PAPER � SOAP DISH I HOLDER 4 Q rn 02 0 ' 4 4> N> o M o Cl) v TUB FIN. FLR. DOUBLE RODS SINGLE ROD 42" H UPPER CABINETS -� 36" H UPPER CABINETS 1fi" FOR LINEN 30" H UPPER 11 FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET Cr 36 H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE R CABINETS ro LL tiN in to Co a 1-2" O 2x ? °D FRAMING tRg 4 �) 1 /2" GYP N ? BOARD FIN FLR. r x P.T. BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN I rl 4 CV LO N CV 50 ri TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL ■ LO Cl) O AC PAD O 1- ■ ■ ■ ■ LANAI • _NOOK- 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG"r TILE co 12-4, „ O 6068 SGD - - ■4 a■ - rI ' II I a �I LL O Y RI < O FAMILY - ; - 8'-8" FLAT CLG. I �I o I ■ CARPET I pl ITCH `n 8'-8" FLAT CLG. -- 2468 ! TILE '-0, _ FLOOR G.T.LID REF.- ---- - 16 iv ix. m--- 15 5'-71" DINING (3) 2x4 #2 SPF 13 12 STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET ao S3 TYP 10 42" H 1/2 WALL 31_31I 4'_241 g OR RAILING PER FLOOR G.T. SPECS 8 - --------------- - - --- 7 ■ (3) 2x4 #2 SPF 6 - STUDS w/ (3) 16d UI NAILS @ BASE _ IYI UP CV 0 i!) O I - �1 2 3 4 5 ARH C P V V D R 4068 -- (3) 2x4 #2 SPF 8'-8" FLAT Cl�ro`b : �� S3 W. - STUDS w/ HTT16 TILE AT BASE - TF °° = FOYER PnEnK Q LAU N - - 8'-8" FLAT CLG. 8'-8" FLAT CLG. D. _. TILE 4 TILE I I I I I I I I I 141 I I I 1 I t o - S H 6-71" 4'-0 T-2t„ - - -: 0" 17-10" BUILDER TO N EDGE OF SLAB 2" A.PROTECTION -Q - BEYOND WALL �1 PROVIDE APPLIANCE WHEN I oNOTE: FINISHED WALLS REQUIRED PER FBC --- TO BE FLUSH. FIELD - _-VERIFY.-_-- G.T._ -- 8'-8" CLG. A.F.F. ---------- 0o v 1 8'-0" CLG. A.F.F. 10 1 ENTRY OZ 8'-0" FLAT CLG. AF I`54s z� a ------ I _-ATTIC_, o J T $-GARAGE A.F.F. s �A�CE&3'----J rr 1'-4"X1'-4" "L" SHAPE CMU o N w TYP. @ SINGLE > w COLUMN 1'-4" 4'-4" STORY A (SEE AA/S3 FOR STEM OPT_ S3 r--------------- I -) ---- ------I I - I I I I I I I I I I I K I TYP. @(S4 I I O GARAGE I I I --------------- I 16070 OVERHEAD DOOR I EXTERIOR WALL W/ 2x4 WALL PAD OUT ,,,.,- HANSON BOX @ 36" A.F.F. -DRYER VTE -PLUMBING LINE TO SECOND FLOOR WIRE SHELF @ +54" A. F. F. cr cr W H W z -J �0co HUH � U > 00 = 80 = HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" CA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 (D +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 G SEE SN SHEET HH SEE SN SHEET 6 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 1821X252 S.H. 13 20 X 38 J 1812 X 371 S.H. 14 20 X 501 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. i H2 27 114 X 26 26 X 25 2 S.H. 11-13 271/4X38J 26x37q S.H. 1 H4 27 a X 50 g 26 x 50 S.H. iH5 271X63 26X621/2 S.H. 11-16 27' X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 s 36 2 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 J4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 $ 52 2 X 371 S.H. 34 54 X 50 J 521 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A SCALE: X"=V-0" e•s !V ca0 N = > W O t t� o CL C cc V N .r oWax N l4 O a y -W N L y O O l9 Q Y yVQ m CIO W c Ds y o 4 C= 7 � T m n. c � ca O a i N 0 N i N p �( r. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a $ $ p O w lY� Q rA N O q! ly M U- LL W - -- w a x Z - a, a W��OjO1 Z IL ro$m 0 m w co Z Q J M ZN OU W 1710 U R Z N m o z z � � a � �N z C9 i; .2 tL 4--+ cn L.0 �c n U 0 W g N �N c (� mint r- � U w 8 z� Q N s� r o M M J W z0 � z W Z < � L - a p V Z F� A:) rQ K 0 oa 0 < 0 0 � U °¢ a z o Z rA C m J << h U m00 2 Q W Fzz <0 Wco p m ��W < 0 <Q �k �z J �O a d iQ OUP e O 0 N 0 •' M' M (ID LO CV :3 CV CL LO a Y g ''c^r 0 LO �1--+ d' U CV)O ,0 coO 0 CV Q 04 a) Ln r M �i o z z C m E (� E 0tat N c n. 0 JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR - - 36" RAILING _ 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD 16 DECKING 15 r 14 _ - - - 13 - PRE-ENG FLOOR 12 TRUSS 11 1x TREAD (TYP.) 10 / 9p 2x4 THRUST 1x RISERS (TYP.) r ( 7 OP BLOCK STRINGERS 42" KNEE WALL WITH ,( 5 1x8 CAP &CASING OR 4 75 3/4" PLYWOOD 36" RAILING ` 3 DECKING Cl) 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSI Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. User height: fhe 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 he foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any light of stairs shall not exceed the smallest by more than 3/8 inch. Ninders: Ninder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost )rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 riches at any point within the clear width of the stair. Vosings: the radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not pore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the Smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. 3eveling of nosings shall not exceed 1/2 inch. iandrails: iandrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail ieight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less :han 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Joint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. 3rip-size: iandrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches )r provide equivalent grasp -ability in compliance with Section R311.7.8.3. uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 ches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 ches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a 3here 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENI: LANDING FOI STRINGERS CONNECT TC ih PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -2x6 LANDING • 2x4 FRAMING CONT. HANDRAIL RETURN TO WALL DETAIL B SC ALE:: NTS 25-4- 24" 16-1" 6-7" 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR 6 H1 6 E) H1 D2 EXTERIOR WALLS B TYP. @ 1/2 33 SH (2) 25-SH CORNERS D2 TEMP D2 EGRESS I o �r4-SH in I iv v BP l 1 u w SPECS. C7 = 4'-4" io - _ 5 -6 - 2'4" - I uJ ° ISO BATH 3 D2 I- O Y p l l g' 0" FLAT CLG _-- -_ - - R/SH G.T.(1) SIM. w/ _. o _ ILLIE MSTAM36 48x42 3 RECESS' TB N @BASE D2 SH01NER i F O 12'-10" SIM.w/(1) T1LET I I �� 36"x22" MSTAM36 7' A.J.F. I I I ATTIC @ BASE ,- -- a' Imo__ _I _ _ ACCESS OWNER'S 19 W iv " N i 8'-0" F T CLG SUITE :0 C RPET Tp I 2468 8'-0" FLAT CLG CARPET - 19 04 N 10 4068 B.F. co 0 BEDROOM 2 r- - - - - - - - - - - - R/SH 8'-0" FLAT CLG - CARPET 12'-2" 4,-8" 4, 7,-6" ED = w r O 2N W x r ra co LO 5068 2668 42" H 1/2 WALL I 16 v B.F. OR RAILING PER r15 SPECS I J ----- I 14 S6 t° = 6 TYP. @ 2 - R/SH U N I 13 N D2 STORY. SEE 12 JJ/S6 FOR o co TECH I 11 O H1 ST /S6 ALLFOR :-3-1 ° r CENTER I OPT. __ r 1 10 -7" 3'-4" 5'-8" T-3" 9 S-11„ ILE TO 5' - 8 1 I Al`H A.F.F. 8'-0" FLAT ClM 7 L1 TILE 2868 - P 6 I 3 � I ' fD D2 " N M 2 3 4 5 SIM. w/ (1) 6g MSTAM36 @ BASE 02 BEDROOM 3 4-SH SIM. w/ (1) 8'-0" FLAT CLG a, MSTAM36 - _ - CARPET ( - G.T. - _ _ _ _ _ ' @ BASE 11'-6" 11'-2" 1 G.T_ SIM. w/ (1) FI - - - - - � LL o------- MSTAM36 C7I a I lot m v @ BASE BEDROOM 4 r3 3 I I 8'-0" FLAT CLG D2 D2 r G.T. i CARPET SIM. w/ (1) I MSTAM36 = o 8 I rn @ BASE 1/2 33 SH 4 m I a 25-SH 25-SH 9 EGRESS 9 EGRES D2 B 22 D2 B H1 M I H1 D1 O I I----------- 2'-10" Z-10" 2'-11" 13'-6" 2'-11" 5'-8" 19'-4" 70, I25'-0" I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE, 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X251 S.H. 13 20X38J 18;X37i S.H. 14 20X505 18JX50 S.H. 15 20X63 18�X62 S.H. 16 20X72 182X71 S.H. 1112 271/4X26 26X25' S.H. 1H3 27 1/4 X 38 J 26 x 37 a S.H. 1 H4 27 IX 508 26 x 50 S.H. 1115 27 J X 63 26 X 62 1/2 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 3612 X 25 1/2 S.H. 23 37 a X 38 J 361 X 37 3/4 S.H. 24 37aX5058 363X50 S.H. 25 37 J X 63 36 2' X 62 1/2 S.H. 26 37 J X 72 3612 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 J 52 2 X 37 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 J X 62 2 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. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-A sV 0 spa c cV 7� C W c G W Ll A N 3 =' W c U. _ 3 3 % CP Cu % p Vl G c E en O N CM N \ , J r c M , � ✓ ^ , r.' Pot �- ,;p,' 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 cE 0 2W,�� M inCaM Iri LL a. 0Z -vim a 4 0 C� W�2°'°' W z � N Z 4 -' Z" OU Cl) Z N 0 z U) N V1 Cl1 U' r� ry C' U O -� Vr^) OflV d �^ _ so U w _ s I _ d o co J< w M J w zz G � ti C ra C zo >N Q p E U wz z® oa tT rd o o E oQ Z CO ro a, M �'0 wg wZ �W CO 0a o�Z of Z m h m ¢ w s o 2z W A� m �� wLL �� ww � az =3 o v $tea °3 O N >M O co LO N :3 N C L) p' U 0 N U) m N f'- +� 0 LO O LIL � Y m o N Q M Q T ui M � N �; ci Z Z E N M E o ai a U � ¢ p _J JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. 1.2 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER 1/2 33 SH FLASHING ON FRAME SHUTTER DETAIL �'-12 12 25 SH 5� - — — — — — — — — — — —___� — ---- ---- ------ -------- TEXTURE CEMENTI FINISH O SCORED BANDS - — T.O.P. --- 2ND FIN. FLR. --\\\� --- T.O.M. _ T.O.M.0 GAF DOUS -01 JCMU CJ / WEEP / El HD — — [01 [0� rESTUCCO Sn� u SCORED STUCCO fV -- FIN vElElE]ElaElEl � El El El El Ell:] E] El -- -- ------�� 3UM 16070 OVERHEAD DOOR R. HGT., 7_lXl•1: FRONT ELEVATION — ELEV—A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 5 �5 SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCO` BAND 1. 1'-6" DECO SHUTTER SCALE: 3/4" = V-0" ----------------------------------T.O.P ----------------------------------------------------------------------------------- ------------------------------------HDR, EXTERIOR PLASTER ON CJ CJ FRAME 25 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — d — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —--- ------ ---- —2ND F FLASHING c� CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH — -- — -- -- -- T.O.M — — — — — — — — — — — — — — — — — — — — — — — / ENT[ HDR. I SCORED STUCCO BANDS _FIN. FI LEFT ELEVATION — ELEV—A. 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. txterlor uovering 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.xl-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 en N_ N o c�a d� � > W o cc W N rcLX.cc y y N t Q d N X 3 °= d E �o t1 U >r CM O N N c T'-T CF , 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. N W v E a M8 N w W N_ D Lo 6 flo A 2 A 8 di M 0 # LL Q C LL J W a JELL a _ m S o0 E f ; �_G 5 1 OX Q 6 r. w W co Z tO r04 h ZIL I— N OU Z W ❑❑ Z N Z z o v V) z vC1 U N lL Cn ro u, C) a U 0 w o N c � v N r>3 I �o a w� = L -- <C _ o � Jf a w ZZZ LeCJi. c C z o > H <� Q O E U wo z �® ❑a fD H C o Q� �� .0 wK 00 "a Z f az wo wZ "9 ci a C Qo o� Iao �Z z Za m j J Nm a ° w Zz O f G0 U Wao o >� Cn z¢ a 0 2 0 O i N M rn m CM N � o LO Q U) m N � O L0 _ 4-1 LL I� d' L) c� O m Q o LO N Q rn ,— ui M CMO CV M o z Z E N y a E �, 0 _ a o _J JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. 2.1 -1� __ __1 . r' rr IIOft aril I"•11"n-Aal nl.'I a."a 1 11 9 I ■ ' 1 EXTERIOR PLASTER ON FRAME 12 5� (2) 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 - - - - - - - - - - - - - - - - - - - - - - --- HDR. HGT. T 1/2 33 SH 00 CJ ------------------------------------------------------I--- 2NDFIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. Cd HDR. HG- FIN. FLR. CJ / WEEP 35 SH T.O. --1--- HDR FIN. REAR ELEVATION - ELEV-A SCALE: 1 /4" = V-0" rlr)rl"%^l Ael[ ell llkfP 1 r lkl[+ Al 1 rn Af. 1 lYt :RIOR .TER ON IIE 'URED NTITIOUS ;H ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-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 ers N c N N y- d Q G W s � m rl C I.L d N 10 O 6. N N _ N tl d -to Q N X W= a da�� 3 � r_ CU C O c E � o c% CD N 0 N co N F c, OF dt�t'b'A't11f;3,SaT `t,y0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 WW a E r O M 8 v 6 _00 ('! MAN ..I CD Q) [N•i v LL a � J LL W I� JLLLL d Z ltl c a Y 13 W M M CN0 m W r��QjO' w J L2 ,ro N Zo Cl) of Z N O U v (0 W pp � R z z Q J a Wv) M z a 00 GA _ E • — Q O W p V) c D � V) W � c LLl J U c � • � o �< w Z C J_J a E w� a U ooze _E F� C�E ti 00 Z CD w� p W= 1 s �_ C <o 0r U m� �« Z m 5 J 0 ¢ Q W �Z a 0 ` �W W <0 Z r o M wa ;o d r v z< I ;3 c 0 0 Lh > Cn 0 rn co c7 � M (0 LO N :3 N L0 Q CT Y N _0 () m '' LO 0 U_ co N m 0) O LO ui CIS!o ` M , Z Z rn E N y 42) ` a U Q p JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 7 200 amp 150 amp UNDERGROUND Di SERVICE BY POWER CO.—�� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA1 150 AMP/ 200 AMP a lights & outlets a appliances and GFI D WH Range HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. FITT W.P. G.F.I. I� Y3 � 4 $R FO `/ O P.C. CH PB SD CM USB [TV]2 0 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE 1.5" VTR lil I I —Ili 3" VTR I / � <\ I I ��I I � , I LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS I r I TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN SWITCH FOR EXHAUST FAN/LIGHT COMBINATION DISPOSAL ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) / F I 1 PUSH BUTTON SWITCH (OPTIONAL) I �Lo F PUSH BUTTON SWITCH - DOOR BELL j SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1" VTR PLUMBING RISER SCALE: NTS I I J X II04 GF17 I l IDW I / d f�KITCHE 1 W REF NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS A/C PAD GFI WP DISC. A / • B / I � / I �ENTR WP DB & GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN — ELEV—A SCALE: %4'=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. � I I I I I I I I I I I I I I 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 I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SECOND FLOOR ELECTRICAL PLAN ELEV—A N O !V cos 0 m =o } W m •y -O N .� N G .:fir $ at ttc Cis 3 3 m ai u m "JOC•L A MC5 a43 CM O N tV ro a �'�� 4 e a • 1^ � .. 7 ! Y 1. tJ r '.► z0� 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. Nf N N O 00 C N00 n n _j gj M sT � LL Q U. JLLLL W a _ 13_ m c'_ a O o W 7 l0 N tD uW '5°'o' m w Z to M Z Q Z O U (n W U z z � z o � Q V —J — d � N (D -J 'zn W � U O W $ v1 r~ U c W m ` 8 I =® _ co N m S I� o J c � M J i � Z z Q � U_ ap zo O >� Q r wLL z® f6 m O az 00 O Z p �`0 L `<oww K Oa i n C C WOE OE Z .8 ZZ 8 o� go f n w0 dz W _z CD JW w� �5 ;o CD [lj) ti z c 3:0Q E2 I'1/' Orn � M ICU N C LO _ N a ~ m O LO O LL I� ICUN m 0) O N Q M 04 r M ( ui E 4 O N M o Z N It E IN av 0 a) ¢ o JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. 3 IL a O J _N Lh 4'-0" ROOF VENT ,512 SLOPE 5:12 SLOPES i 7 Lu LU ZONE-2 9 0 ATTIC SPACE o T 1170 SQ. FT. I I ILu o I I a I JP\' JO I :12 r LOPE L.1i 1 5:11 12 SLOPE 1 �\Q LuCL ffr_rfi 0 N rri JP�' 5:1� 2 SLOPE 5:12 SLOPE. Lu I 1 IZO N E-1 � z I 'ATTIC SPACE ' I 0 1 1316 SQ. FT. 9 I 1 I 1 I 1 I 1 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN, of of vented IN. of f o ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: Y4'=1'-0" M N O N c N > W c rawer m yr C Id- d N % O ti N O 01 • N � nrr' Q m 3 � 4 R y d Lf .3 •� Ci N N !Z A C Cc O d � i CJ C'M N O N N . 12' h. 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. a a et E Cp 8 cco 0 C 4w i» �NQ LL iii Q Qj M d Lu J LL� W a 0 Z v 0) a 4 Im oc W Fz @� 3 2 1- Z IL m w NQ Z Z N OU N W ❑ ❑ v`N Z N Z Z i` Q Wn — N o � LL Cn W � a U O w $ INI ^ Ly N ' U c � � • r• Q soy o J M J Z < z Z <L cE E zo >a (1F— Wa0 cc g0 U w x UO O �~ =O UU Oz Z a a6 wp XZ Ww i C', ¢z oY m0 O61 > C Z Z J °" �z $ Of g0 CAI o0 o dz - m JW Or >_ o v w� $< a °3 O C O = N >M O 2 m c� M co LO � N a LO 10-1 Q6 Y 0 04 a `0 m oCN ~ O U_ (a N m 0) 0 LO N Q 0) r ui E w C co CMC N �; o z z E CV E w a U _j ¢ O JOB NO: 23-04654 SCALE : AS NOTED SHEET N0. 4 \ ° =_ ° " k4 #5 CONTINUOUS a• REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' ° •�°�' '�° `} BAR ONE FOR EA. `' • ° v s' _ _ ' HORIZ. REBAR, TYP. w e� a b.U.N.O. e - °- • - ° 9 0. °� "Alternate: °•0 O O \° l n a A' °A The reinf. bars shall be e - e - e • •- t . ° - e cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN WIZ W U:) CONTROL JOINT DETAIL- 0 W —1 0 Z 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. 13'-0" 12'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-A.. a+o N 0 N tV o O> Uj t�•' i ci G O M f-.� N E ,-aurae N O �E cc Cc •°f w d � E �a ati 0 d N CO N _.,i iC ,�4•�. ,`f, • `\`, `^`tea 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. g E 8 O Ln N 7 t0 iR n Q M er LL C J LL W LL a Z -v m c � o �'�- l0 N (O S O Wrnngpj°' m Z LL CO N Z ¢ J Z N OU U - z q- _ z � N NMI z o � Q J o- ur N 2 N z �Z s L O w $ to c Y v„ r— — E t 8 I x U o c CD 0 Q Y ° N 01 O J W J O55z z Z z� U- a ZO TN Z. 0 U wz 0 z® on (6 O �0 O UO U Oz Z r WO WW YJ JC/) az Y m0 Zz Z m J `�� aw Z z az W rj ?� �- 3 o< �- wW Mj v zla $ 3 y O >M O, � M (D L N :3 N C- LO Q Y o N ED ~ o LO O L ca °0 0 N <C C ILO ui W M CMD CV o Z z E N a cc a E U -1 ¢ p JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 0 w O M 00 LO 13'-0" 2 D2 FT3GE 12'-0" 04 0 @ 24" A O.C. MIN. 0 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 ' 1 : .TYP, 1 LIP LO BRG. WAL 0 0 P D FT8G FT11 /n V FT13GE Li 4 N cD S6 CE CS • � TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1i - 35 '(2) ao v A TYP U.N.O. 22 A (2) FT9 D1 CJ3B CAB 9 D1 1•��0 7 D1Ll _ 2 FG3 7 D1 m _ m m U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" t34(a t ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 49.57 1 @ 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58—t-----T— I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L \ 1 // A I� ry /I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I �� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I \ I QIr/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: j O l l O j SHINGLE: %6" EXP. 1 ey%) or t%32" EXP. 1 (�y6) TILE: t%2' EXP. 1 (�6) I I r 1 I I I I NOTE:I- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS I r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120') NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN - FOR FOOTING SPECS. °'•" ° ' ": ' INTERIOR SHEARWALL a@ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1Od 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 31/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od 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/ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ NK (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 11 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(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 FX C0NT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" N N N � o a > LU 0 t:5 C= V CLC-� C C N C..) N �mx Fa c 3 =F m x - � c d u Q � 3 i m a3i m � N O.� s Cq o ca w M N CO N v 0 ,f /7 To the best of the arlrr9 !<r;wletlge, Infonnafi.n 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. 9) W E a �8 N O C g r y Cc Go tl�! o # cN) -T LL a C�L�L d LL W — Z °' a dF � '0 � 0 00 COT m w 0 Z � NZ a J ILW ZN O U U W ❑ ❑ � R z pNp co z pp Z � Q - N C7 Wv) z v �- N (6 w � U w O Ly N �N U) U � LIJ J � 8 z� 0 Q � � soy o chi �< z z z z M J O � g LL C C y z z� Q O w0 Z® F@ r0 o_ E f pF 0 0 ow Z <0 az a z m0 Cn C: om<w o FF z m� J ab Z E? g W �� a mw y LL r 3 Jz xF Q M w ¢ x O d v zl< 0 3 0 c M rn M m 0 CM to Ln N �N ul Q $ CIch Y N a. m O L.n m CD LO N Q rn T- ci � 04 M �i 4 c Z Z E N c = E U a -j Q p JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. C( 25' -Ol l 5,_81I L 19'-411 ENGINEERED CLADDING WIND AND SUCTIONS FOR MEAN ROOFOHEIGHT S 5 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 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--�- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k ZONE 1. ASTM F1661 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: j Q l I Qj j SHINGLE:'/s' EXP. 1 CY16) or 1%2" EXP. 1 (37/16) I I I TILE: 1%2" EXP. 1 (9/16) NOTE: I I I _I I_ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" 5x� 0.113") NAILS t r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1732', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2% x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY 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 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 114" 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 5l8" 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 21/2" 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 14-1Od 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 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (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. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 R CONT LAER _j "�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A N N N � 0 9 LN C _ V N m N O th -g CV L a o to Q N Y a' c- c ai � •3 � 3 d oa a' .a � � c o = •`° �, c E 0 0 a W M N co N i'�l . 1•'' j o �.. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E OO M ii 0 N p 0 �_ � °' �040 IR Q CN7 V MR LL CJ LL m LL u_ w Z 13a 0 Y @ mg r �. W mN0 fp �e g r��pj6. m w = LW M F C14 N OU 0 z W ❑❑ Z N M Z z C� s� Q v n IN z a o � cn LL ((3 w � .yam It . U —� O In w 2 c 24)v� 63 U � w J _ t z� � m U o' ;+ Q rn •• C'4 o x w M JQ z _j � �� 0 �EWo V ?® ca F-- m c� go w¢ uo a zE<��z to rp F- 40 g wZ ci <z .Q y mo HZ o LL z m J N m Q W � zZ 8 �b o Z W > wLL ao - a m 3 �� s w¢ 1_ v 0z a ,O C O 2 i M N LL �0 O' m m V 0 L_ M co LO N :3 N a LO 00 N CL m N 4-0 '^ I� t° N m ai O LO N Q � � T (D E M CD 04 �; o Z z E CV y m m a E 0 _ w Q p JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. 6.2 I ■ I I I I 1 1 '1 _ P 1_ 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 174" 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 should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / ■ O a e vertical load Safe horizontal bad `_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I LIVA LIRA low= 0 1 i I C (�) N 8F441B/1T8F401B/1T 8RF40013/1T 8F321B/1T FORM & GROUT SOLID 'v ' J `- U O #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 4 ° R = RECESSED QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY C W °� a 8F16- B/1T HJ e � Q L ° ° e a tNOMINA1. QUANTITY OF m WIDTH #5 REBAR AT a° TOP NOMINAL- o HEIGHT MATERIALS c-T �' p�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/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) REQ'D 71 ---*-1/2" #5 REBAR AT BOTTOM OF LINTEL CAVII REINFORCING PROVIDED IN LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2"CLEAR n J � W ? WWVOr UIJ w O Er Cr U Z QQC7aJ OLLOw,i, ¢- 03� r~nu�sLua� 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPOONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. I" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL IW - - 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING O 1 WALL SPLICE DETAIL 8'-0" LL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 4'-6" LL O 4'-6" LL (B)MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4'=1'-O" W, A9 tit O N [etl o r co O W (i a N o C M CJ n, --0 mac �cr'-o- ' ea cm Q N 3� �.dWd d c o N CL 'n C E O L1 U O C"M O N Co N 0 r i 1 To the best of the Engineer s knowledge, informal on and belief, the structural plans and spedfcations 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 �E v 0 0�CDC '' 00 W cgtir J W 04 0 � � LLm �v 11 VZW13 p i FLL@ C4 O W O1o% T mn. Z LL ci to M Z Q J ZN OU 00 W El Z N z v a � U) N - N r� z (D o � w o p V O In �N w o c � U c w m ® �Q • U o c w z CM3 Z < 2 LrrLL_p C C E OU W z z oa H ro xo Uo o ;= CO ,z 8 �z z z (� s- < W aM O ¢a ow o� s0 ;� z J �o Mz ¢ om 0 m �o� M 0 o Cl)a wa ;o r_ zla ° 3 0 �CD = >M c� N i M O N :3 N CL Lr) Q Cr °o N a. (n m _ N ~ O LL Y CU C,4 m O) O LO N Q a r- (D M y � CV c E N a 0 Q tj _J JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. 7 v W 0 a N c S Q R N J i N C c 3 hV- Q M O n. H E x v i c 0 v q m N N s a N N 0 d z 0 cn m �i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.12. 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: 1. 1. 2 UNIT WEIGHT OF SOIL COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 11. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. 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 "1" =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 I 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" 1V y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-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 APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re-insection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg �all risers and spray heads shall not be installed wi�tiin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must 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 dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - ncrete ove and mortar along the foundation perimeter must be removed before extenol ssot treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: L HEADERS BEAMS ET ARE T BE YP #2 R BETTER AND ALL C E O S O B E N OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M cV s�V o CV oa -a W 0 e- CD Qca a _ Co T i N C LA- n- cn o y -O CV t N Q N 3= dY c > o m 3 3 i us a s c E � a c+3 0 N co N r< r • ' r. 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. 9) a E 8 gS 0 (V p cco a; °o M 44 M c # LL C -.r LL W � u_ o. Lu a Z co O1 0 W o "°r, 0 LL IL M Z ¢ I- Z NIx N OU h W 1311 Ur M V z N f7 z � J V) z CD S J LL 4 N � a t> 0 w $ N t_y N '- J pE L B � N A o 0 w Z ch J 0 a � LL E E woo o ¢o E `i, 8 sLL wi �® ❑a H ro 0 Uo o & < N Z�� o ao Ix Uzi c< ms 00 z >= m J m1 <b Z <z sZ ow o T m u Nz sir 0� yz � < a �3 �r o ch �* _� Mo a r ° c 0 0 E `' ' M , IIX NT m M 0 N CM :3N a L0 _ Cr S o in 0 N }+ 0 LL Y co N m 0) 0 CD N Q 01 N r- M ui M (D N y o Z M z E IN ID = E ?: c 0. ci _ a o JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. S N S 3 W 0 a N 0 cn N N I N >L a N N E t� v c c 9 d 0 v U J N tf N N 0 a N N d z C) 0 63 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 1--'K �... . . IK' 16GAx1-1\2" LONG 3/4"-1"CROWN) 8' : : : : : :: ):.. ( " STAPLES @ 6" O.C. VERT BETWEEN M' [:......:::::..: 16GAx1-1/2" LONG (3/4"-1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" 4 STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" Q - 0 STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o � U (V = • 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. F-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 BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 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 — + 518" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x lumber — Double 2 x lumber oub a umbe — DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r / 1/8" gap / r ,'t FILL CELL STD. 900 HOOK BOND BEAM 11 OtL_� 1� w CONT. #5 Cr STD.90° BAR >i HOOK �(�� BAR CONT. 20M )UNDATION HIGHEST )ND BEAM ovtvly Iv�nm .� I �r SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND I SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW i' FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2" min. 2" max gap 4 max. /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmo th cuts. - Birdsmouth cuts. N.T.S. -- — - --- — - Under 2nd floor colr urn w/ marls N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wail must stack " Non -stacking walls over squash=20 blocks and require additional wall or beam below." consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. j, <T/ Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — �7777-11 ■•� 6 i U HOLE MAY 67=OUND O NOT CUT HOLES BE CUT ANYWHERE INARGER THAN 1Y2" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Arty 16" joist (ft) 12 T-U' T-1" 1' 2" i 2" 1 3,. T-9' 2'-4" 2'-11,. 3' T. 4' 2'. 4,-9.06-44"Span 16 1'-0" 1"" 1'2" 1' 2" 1'T' Z-6' 3'-2" 3'-10" 4-9' B T' 6'�!"20 1'-0" 1'-1" 1' 2" 1' 2 , z4y, 34y, 4'-0" 4'-10" 6-11" 6'-11" 7'-11"24 T-a T-1" 1'2" V-3" 2'-6- 3'T' 4'-9" 6-10" T2" 8'�l" - — NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearing Location Series —Depth Eh nd Intermediate BCI5000s BCI 6000s®' BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 14" 11-7/8" 2-8d 2-8d -8d 2-8d 3-8d� 5 d 22-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 14" 2-8d 2-8d 3-8d 5-8d 16" 2-8d 6-8d BCI90s 11-7/ " ! 3-16d 3-16d 14" 15-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR _ AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION =� - A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) �I I ICI I II III I = Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM • •. •. SEE PLAN FOR •• •. • • FOUNDATION INFO d. a • I 11 STEM FOUNDATION �r \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap fr I Backer Block' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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. eb 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 D T/ epth ,I I -JOISTS BUCKETS N.T.S. GRADF REINF. SEE PLAN rvk.,r nmo[:,+ r-v%, SLEEVE THRU FOOTING MONO FOUNDATION SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. - LOCATION OF SECOND H10A SIMPSON H10A ° ° • (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION I a • L III _ _ a a ° -I I I' I I-11 I I— • • i 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a d ° PVC OR SCH40 SLEEVE r PLUMBING LINE SEE FND. PLN. SIZE & REINF. In PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE TYP. FND. PENETRATIONS e . SCALE: N.T.S. �. a a na c I I TI I I —I I —III —I -i I ITI I I I I I I ° a ° •—r r ° SEE FND. PLN. SIZE & REINF. M N c N 9 W _ Id Q- 9 M V CV N l9 p �- 'fd �N st d n- > ux ; cc � 3 �- � •� U d rn -Sim c E M N N CV ` 1t �` 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. In W op v EE Q O N �i8 Lo C ti V M M q 25 ik LL Q c J 2 LL w J LL LL• SS a ,n � a Y Z 0 0�� t t�CO 0 W 7 2C,4 S ' N0 m w z NZd co NO UM OU ZN g y W ❑❑ U (D z N th z Q Cl- PI to zCSU € 4 W � a U Q) O w 9 V) - �( W 'a L -cc0 N 01 o z w M y 9, Z 2 J U_, E m Zb a O V Qo i -n a cc $g 0) zC2>>�� CC)�z &< w= co (a C az Y m0 Z, za ma, J ¢ w 0z $ Sa 50 NLL r3 a T 0 M Om m W I` CM N a U') .-. QCr c� �- J >' 04 O }+ 1= L - O L Y >o O 0) LO N Q M r coo E E CD N M j6 IN* o z z E c m a. E M 0 � ¢ o JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. SIN 1 as ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM I — °° ' — I - o D7158-CLASS G or H, or ASTM T— D • I 1— T I—� I >T —) — D3161-CLASS F, IN ' I —� _ ° I' ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8" L 1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV, VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT S" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ Hr 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN iz FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E CV ' r °► _ Z 00 6 MIL VAPOR —_ > -- = z BARRIER r 4 ; CCN - c • COMP. SOIL. ° r (COMPACTED TO 95% TIT= MODIFIED PROCTOR — — — ASTM D1557) CLR. (2) #5 REBAR CONT.--/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. HOOK (SEE U.N.O. 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 111,S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —j�O.H.D. RECESS PAVERSz SEE A/S3 OR JIS6 — `I I I I r r Far r FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR Y8" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ r 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" OL (ALT: 1/2"x12" TITEN HD @ 24" j A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" z 3 1/2" MIN. ELEV. 4-31/2 - A.F.F. U, 2x4 CONT. LL_ • N p e. � 0 � TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2-x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" 4NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 0 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. / GARAGE DEPTH VARIES -I ff ffifl0i ElwMA — �III 1 u 11_I 1111 II, GARAGE SLAB AT STEP SCALE: 3/4"=1'-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. 4" rr 11-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" EG eos QGS 00 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR „„ „ �� . �S �� "" 11 5/8 x 10 J BOLT @ 24" 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. 5!8 x6 J BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 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 iv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR — TYP ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE I, . P z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z ° fl r, ,. FINISH GRADE 00 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL — FOOTING MONO SHOWN FOR CLARITY °O 6 MIL VAPOR BARRIER = ; ; ° — = r° #5 REINFORCING BAR R 1 7/8" —� z I ° llL[ - T g VS I AP SPI ICF NOTE: • : — *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM _ — D1557) TTT 4„ 1-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 — ° • _ (1) #5 REBAR w/ OPT. �IikkI I I I PP-1 SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' /rO.H.D. RECESS �f M ' SEE A/S3 OR J/S6—*- -' I I I I II t I„TiF FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" —Zi0 CONT. BEAD SEALA1,— ¢ INTERIOR 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 C9 = M 6 MIL VAPOR BARRIER v � ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS, 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS ,Ax P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 1/2"(min.)- 4" "(min.) - 4" (2) #5 CONT. 4" Trr,-4 mg- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W P U CL erA w 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 c z WWF OR FIBERMESH M E ° D• �ir�t�n� 11 1�, Offn]" t (2) #5 CONT.— ON 3" CHAIRS 8" V-4" 8" (TYP.) TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 VARIES SEE PLAN 1 1 . RECESS FOR W FRAME -DOWN FALSE BEAM w/ 3 OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) W 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° ' TOP OF BEAM & LAYOUT DESIGN ° SEE ROOF PLAN c °' ° v ° T -= (2) HTS20 FOR STRUCTURAL -v _ E BEAM SIZE & N a CONNECTION INFO PLATE o.s.e. COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w - SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. G - TO FOUNDATION PAD :. INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w o > SIZE VARIES PER PLAN M 00 ? GRADE CONT. BEAD SEALANT Q w/ MIN. (2) #5 VERTICALS E d > i FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) c7 • r WWF OR FIBERMESH �, N Lu o LU v /� BRICK PAVERS or SLAB PER p o `n = • •'' • • z COMMUNITY SPECS U_ N 4" 4" INTERIOR WALL SLAB STEP NON—BRG. SCALE: 3/4"=V-0" 0-0 FIN. FLR.r& TAPERED---D INFO. - - FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ("N SCALE: N.T.S. S3 M oN N dt N a 0 d l� o eo L N m Cc 4 N dQ-�d E _ d u Q 3 cc ca -10 C M N O N N ,. J' W , T;-4 Fzj = - Mom' V SA I � ,% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn o E /F V � CD� N � .D iK MpM Y/ (� r r _1 M M V z u / N 5 J rLLu_ T2� LL W a � Z r m� a a y o Oi cc N (O W 0�°�rn m w Z Ci L0 M Z J aN ZOU y W ❑O z z o Q a. N M N z U' � s +_j LL Lu � U 0 w s N U c w _r Vp L.v7 4) Q Y IO o w c M J z y Z (O E �g as Q a Q w1 ?® H rO go W❑ a E a ❑ �< Z H <= Q g wZ w� � o OY m3 o Zz z m a J �o ¢ <w z $ o ❑ W cn � T mo � w Z �z M o < u v a� l°d F- O❑ 3 �O 0 = > (� 0 rn M T c0 LO N =) N Q Ln Q''CY Y o° N Q" V ! CN co 41 0 Li) ... 1 IL r"IIII. Y 1� o 04 0) CD LO N Q M r C.0 ui E 41 C0 04 M y o z z E N m �o M M E d = 0 _j ¢ o JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C TYPICAL C.M.U. WALL (TYP.) UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH SEE ELEV. SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 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 C. 926 APPLY 3 LAYERS W/ " OVER CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS ❑ METAL LA HK F RST728LAYERS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM ' TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK -11 PLATE WALL IS 1 1/2" MAXIMUM INTERIOR F/ FULL 8x8x16 BLOCK RESISTIVE BARRIER EXTENSION FROM EXTERIOR F111 ❑ NAILATSIMPSONSP2 w/ (12 HEADER FLUSH TO OUTSIDE OPTION WALL NAILS AT EACH STUD FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)1Od @ 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)1 Od 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)1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \.-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL O/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 LMAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS Stir UPLIFT CONNECTOR S4 SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■i!!ri .lii�l�l�■I!� !'�I■■ Ir_t•1 l L L IWAN _ STD.moil, • • R.. • • PLAN) .. •. • :WE- ■■III MIIII _III■■_ III_I� ��lll lii■■ III_I� _milli �IIII Iill� ■■lil III■■ IIII� NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. QJ Q > r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK 4 E 4 A o a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�I , pyy N 2x CRIPPLES @ -i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 1Od @ 3" O.C. (14 2 x 6 ARAGE SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T.P.T4. GARAGE DOOR �8p SPLICE STAGGERED J-BOLT TRACK BRACKET VVVI\ 1IV' '% 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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP. OHO �A U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �o TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL ._' Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP 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 "-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC j-RNTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END uW 2x TOP PLATE U) V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. 14 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 io J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 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) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. N CNA - o � ? W i 0 a h a 4i a m x 2 %u'a �p N 1Z N -= .d N to dY a" ai o w 3 cc �•o d� cu =o rn a„ a o � a � 0 N 0 N co •�� Y,''r�•.;,�j°r'"c,. ''*rye`` NO f -•34-'f a�Y;�u To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a o �E N CV C 0 �rnoo w �mv� @: Q ac LL CLL u- _j W o C WWo C_ ��Z_ m w Z 0 �; N a cl Z N 66 00 V M Z N O z � � z � N M z � C2 � CD o +-J f0 w o A U - M 0 W g V)Ln c �ro - U w W F— m E $ 1 L ¢ N OD o z w Z CID J < Ctf E woo p E_ V o0 z z® o a ♦— r6 g o 00 o E °¢ R~ i z Z i as ¢0 _� <om� c C: �< °° o0 ZZ Z�� y0 fZ 8 °� 58 aZ W IN`� T <O T 11 �r C_; v w N a0 °3 0 c O = >M O �..{. V T `m C9 M (o L0 N LO Q cr N -°o0 ~ +-+ O LL M N m 0) O N 0)04T Q w CMO N o E C0 z z E N iu m E i� 0 v m c c a ¢ o JOB NO: 23-04654 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 0' 0/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)1Od TOE NAILS @ A.7 BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD THE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1OdZZ / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d A. END (NOT REQ'D WHEN TOE NAILS @ A. END GABLE IS 4'-1 "OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST FIRST (4) ROWS OF • X NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & \\ • AND 12" O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS \ 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4'T' ON TOP OF PANEL 70.C. @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCRE MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES A e 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTIONTRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) ri O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR " X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAILw/ WOOD TRUSSES 1/ " (2) 16d NAILS go � 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2^ t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 ^ 10d & (2)10d TOE TRUSS SPANS 1�1� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW 2x4 PANEL BLOCKING () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF p� 48" O/C FOR THE 2 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF ( ) O/C L CKIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'7' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP NAILS ASIMPSON EACH STSP2 w/ 1UD10d ( ) 2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE T. . FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIS 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 I'L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. 3T7O.C. FIELD JACK TRUSS SEE PLAN FOR OF THE LAST LAMINATION ( ) 2x4'T' ON TOP OF PANEL I LI 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH [— 2x4 BLOCKING W/ r EXT. WALL CONN. � 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF KD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVIY 1. 4JLr11\I I YV GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ J 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -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' WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVIY 1. 4JLr11\I I YV GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ J 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -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' WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �GONT. BEARING " 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 END JACK 1 V-0" MAX. tiQ LU a q o� Y CORNER JACK v w z 0 U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/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 LAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a LEI I 1�111 I■IN m iid Pam AS PER SCSI 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)1 Od 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 MAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N N o V >vz w 0 tr ch o_ Cc U N m = x = LL. a- V7 00 N -L7 fV cc Q N $ d ] CQ-.o 0 dE ., o sCJ 3 ` d CD a o. � o fY .2 A w Qa c � a 0 CM O N Co N3 t" N a� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a, E /W� V a) SON °% Co Q ao A. M .4 M R 2s u C LL -J Z W SS O_ M Z _j - _ w M C o § f0 � O W figT m LLZ � NzQJ w VZ NCl) OU W z N (+1 z z z ,B �to LL T (� w � a U 0 w N U w_ J _ i z� g8 C_ CO 1 ¢ Y 0 N Ol O 2 Z J O < E I.L cer E 20 �O >m cm.. p E U E oLL z aR go oa H r0 . 0o E I *4 �_z 0z Q wo �J i< 0x m� oQ z m m J ¢ Z <W �z ao o� W m 90 r- J o a� LDO � 5a z°d 03 C O > cM N M � M N C LO Q CTAd O N c CN m �+ 1111) �i O LL cco N Q M 04 r- E E M cD N �; z z E N E 0 a U Q p � JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c d' ° N e ° 'd . M I— I— — e 6x6 W1.4XW1.4 — I I—'ITr d e °AII WWF OR FIBERMESH� 7111—III I a. 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 ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. Lw —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U U 4"x4" INSPECTION PORT AT CL EACH FILL CELL TYPICAL w co �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE OC ' 00 -, T rr(jT� 1 - 1WI P "--STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR �" (SEE DETAIL) W/3" MIN, CLEARANCE 4" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE: 3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S @ WOOD 1ST FLR. SCALE: N.T.S UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. 10R TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 777 FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP' 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/56 FOR ADDITIONAL INFORMATION' PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1 /4" x 2 1/4" TITEN SCREWS TO MANSONRY 1I� Il WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA, FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-0" S6 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" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 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 �. — • ♦. de. to :A �A. A - - I I — TiY-TTF'-'TTFL- (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL J¢ HEIGHT SHEET C y z G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I 15/32" OSB EXPOSURE ~ F SHEATHING W W ITOPENING SOLID 2x w C BLOCKING @ ALL C SHEATHING y EDGES (SEE SECTION X-X Q. U C x �w x E � 2x STUDS W BEYOND. rp SEE PLAN O LL J O U) �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl C11ATI^kI MIAf%MAkA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" S` ` 1 /2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T4 sF� A 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}" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYa". w z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u. _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ Bid COMMON NAIL. O w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) E STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. O J w/ 8d COMMON NAIL J w LL W O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F LL ¢ O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ 't-OOrn t; OF 0° LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 N W O ou ~ MEMBER IF GABLE END NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY FAT OpFNN� R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON T @INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. / SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C A. :4 id A ' .A ~ . M -1 A .e . A. e I�IIIII�II� IIIII ;. . IIII =�1 � III-111 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16' 0/C 718" 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— 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 o N w 6 0 o CP 0 u a Ll-o l0 C' M .vmx N Cc 6i Gl a � y -O -C O y a m C c W o -c co := Q 3 3 CD �. o a �.2 N a E o d, u v M N O N CD N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W Q tEE O 8 A N ID C 0 � '50 M '4v M LL C J i2 W U. 13 J LL ' a - U d Y 0� C 0 WN _ OnjO' LL3 m w co NZ ¢� ZOU N m W pp z N °D 0 z 00 z o C v J N Z a o CS Q) ' V .O W m o a 2- g N � N N ro F— N 63 "-' t i U o c co Y • �Q N CD o z W M M ¢ $ Y Z Q E ;a �� >M Z N a 0 E uCc o� z z0 os H f0 CL gg ¢r 00 OQ Z�� 0 WZ In =¢ zs z m� J "0<w ¢ z 3 /3 Cn � 0 z 50 az W W. N J J = L�0 'o a= 0 t N O >M O ui m C9 M co N � o V) .-. Q Cr U J N/� T ~ m Y O LL L co 00co C'4 '� o Ln N Q � CNI 'r— M E (D N `t o E N y c � a E U a w Q p c JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. S6 (MONO) 4 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x8 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL —2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER FACE OF 2ND RISER MAINTAIN BETWEEN J" AND J" GAP TOP AND _ BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER ' BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP '— 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" MTS12 w/ / AT STRINGER CONTACT POINTS \ NAI S) NAILS) / SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL E SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER V9 ^2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION [/AAATTAACH ALL COMPONENTS STAIR TO CONC. W/J" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G. 1SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ZX4 5YP BLOGKINU FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) AT STRINGER CONTACT POINTS \ i SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" " PLYWOOD 12x SYP CUT TO FIT BEARS IN WALL _------2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A• SLUED NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14)10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED--\ i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E I lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L/2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS � FOR DRYWALL SPACING B H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 4" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C----� NOTE: 2x8 DRYWALL STOP NOTSHOWN --2x4 BLOCKING FOR 2x12 SIMPSON A35 4-2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR a / (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE:" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" =1'-0" JOINT -TO )ISTS) NAILED AND > TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ei 0 car m N o > W — m a Zcc Zc N tV c co tJ N •L �n a c E �o a� N N N Jr6p* LE Pvo F' J T' ' TA C::F 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v E Q �� Cc, cm, LQ�o CoC', 6 N 000 � N 0 # LL W o (� .d— Z - v aW �e m c v o O W > lON o W to T°' m J W 0 Zg Z LO MZ ¢ r Z N o Ci y W O ❑ c0 � z N 07 z � 8 z � � N M U I LU Q A t01 U O—� w V) c „ �N — C) w _ f— J E r $ z� = ¢ N w s� t7 M z W Z Z U_ E �a WO s ¢N In_ O E U oLL z® rao 0o 0¢ z�� d �� Wo WZ l%) 0a°W az °o m0 Z m v J b aw �z � 0 8 3 _ g� aZ NW W OO �= o yLL w w� =3 S20 >° v zl 0 3 rn m c� N co CID LO :3 N o LO .-. o N aCr ch m N 1 a--+ LO O IL ICT t\ .0 cc N m O CD LO N Q 0) �— m CD (V M o z z y E N m `m c d U _j Q p c JOB NO : 23-04654 SCALE: AS NOTED SHEET NO. ST I n 1 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER P.T. TO PRODUCT —J— TO PRODUCT TO PRODUCT APPROVAL FOR CONN, APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 E 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING L FURRING 3-1l4" LONG X 3/16"0 � � FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1 _ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS -� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL TAP x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 ❑ (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRIN( @ END w! MIN. 2" EDGE DIST. 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 7.. nC:TA I I 7 1 /X II nCTA I I STAGGERED @ 12" O.C. 'i_1 /e n1=TA 11 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_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 K'�J_ SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B7 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Itr SOLID BLKG. AT TOP BTWN. I ARCH BLKG. & BUCK —� 21 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 811 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 811 EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 a t5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 I 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FURROW. F SMOOTH. DO NO U - 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0' SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 61 011 ► n o n ►.A GRADE o p A> e C14 P z r -►, e. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS tR ` THE :S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOIWI�t CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) I ' #5 REBAR (TYP,) 40 i `STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA • ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE 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 + �FNOrN + + + + + + + + + + 2X4 SYP I IK.I EACH TRUSS 1-1Iff— CONNECTOR IIIV 0 E= SEE LINTEL—/ I/ III SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO \+ + SUPPORT SOFFIT CENTER SOFFIT JPRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 SEE SHEET D2 AND FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' j EPDXY MIN. 6" EMBEDMENT & ` 3" MIN. EDGE DISTANCE _ RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" @ FIRST COURSE 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /-- ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r--2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/4x1 112" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT fl FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" INISH FLO • ►: #5 BAR CENTERED W/ ' 6 ►.: • . �► IN TOP c ► # KNOCKOUT / i•, :; ' CHAIR BLOCK MONO FOOTING SIZE AND REINF, PER PLAN AND SECTION DETAILS CLEAN FILL :► •. DIRT D Z e. " ffTANDARD o #5 BAR IN HOOK iv FILLED CELL - \� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT 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 I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6 IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N N as v }• ua CD >` s U Cl-o _�� IL _� CL n C c, - 'QrUN 3= m� coa GO � a N d'� � E 20 1:i ca 0 w M N N Cfl N •5i :elf-; , _'1,r Lz C' A\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E o 8 5 ��N� p � iK m (0h rnhti� 10 M Y/ N M J 4. Q C tl - w m- LL a —vim a Y 0 Ma 13 13 M 0 Z N Cl) Z J LLWco Z OU 0 W 00 0 Z N co z z �- M V I N zCz0 J� 4 -+ �, f0 w m Q A W U 0 w s Ln c �N U w M g i s®_ Q Y o C`, M U_ EEa<� z 0 N O `za9 wLL Z Q Zo z® co o O coo U �U Z�E -Z0z <= w= c a� 4oz m0 z J m� <� Z <w Z o `o gLL az �w W o_ m �— j 7 o w ;o mi ch a F UU .-N 3 0 `O = >M O d' hi m M 0 M co N o LO .-. Q Cr o N m `O 0 ICT cc m O CN Q r ui W Z. � M W Nd- � N o z z E N U a � Q p JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. SS I I I I I I I I I I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS V./ G" I MU `W "/1 l I 1 1 wvv v v "" 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP, DIRECTION TYP. �LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4 _ #3 STIRRUPS AT 4'-0" , WHEN DEPTH EXCEEDS 30" GRADE 1,4„ PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS :33 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" • w 4" U)Z • PORCH SLAB SEE aaJ N FOUNDATION PLAN iw z (2) #5's CONT. T&B W/ #3 STIRRUPS AT N z 11 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION "2 2 SCALE: N.T.S. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Ck 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR ,,--T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" �`. A E NZ T C V-4" 101 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMNL -17 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 I p I I MAX 3 SOLID. SEE ELEV. Q _ COURSE FOR BASE SIZE (3) #5's EA. WAY W w U) — $" I I I PORCH SLAB SEE SLAB FOUNDATION PLAN LEVEL - SEE CUT (2) #5's CONT. T&B w/, 2 CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) NAILS _ SIMPSON HUC410 w/ (14) CENTERED AT 16d INTO HEADER & (6) SPLIT TOO TIE 10d INTO BEAM - SEE BEAMS TOGETHER I ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE PLAN FOR CANT. COLUMN SIZE & BASE I-7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE A-L-1 INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCDHEDULDE/PON B.LANM OPTION B CONNECTION INFO /'11"1T I A EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. --\ A A SEE PLAN FOR TOP OF�EAM ' SIMPSON (2) SEE PLAN FOR HTS20 w/ 14 CANT. IF 10d NAILS INDICATED TYP. U.N.O. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. m q MIDDLE BM. SPLICE OVER CENTER OF POST 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 r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. I `FSEE PLAN Y2" CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a.. ° e ° GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d a a ° MAIN HOUSE SLAB t- a, (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH d EXCEEDS 30" a GARAGE MONO/ 21 ea 0 >N t% dLU O I.IJ ai o C cc V N �o N � N .0 Q N Y 3 a+ m Q-s Cu E _ C ; = `: 3 3 m i m C O % E ea a, a �+ M N O N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W ;TE O N O 2 N a 11 qp ay M v C J LL a Z Lmrn a 0 W in�O�m w W _. LL"m N Z d J LO = N OU L) W pp z C z C. N (� Ln z C.7(D`o N Cz U © W _ m O w s c �' Jim Ln c.a w � F-- J t z c 0 c U) • �0 o M o z Z �Z LL cm- O E V w p oa p r z0 zz IN Z Z�E _ m a <o �o oQ ww a Z cA = m J � 1Y h0 m� oo QW 'S F °� � z go W N 3 �, 3 m g wLL �p a �W �k C �LL _ m3 _0 J o aw �m a zla o 3 �O 0 = > (y) O CI 2 L co N o L0 .-. Q r 0 m CN o Li i O LL � r* CID a) N m O Q 0)T ui E CMO N M N d o Z z @ E N „ E o? m c 0- U � a p JOB NO: 23-04654 SCALE: AS NOTED SHEET NO. D 1 (MONO) (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" � TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY LL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES 16" O.C. @° (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO ,� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS I 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT THAN 4 ft 2w FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. SILL PILATE wNG / SIMPSON SIM SON LS30GER EXCEEDING 6 FEET. ( ) 6 A SIMPSON LS30 w/ (6) 10d1111 10d x 1 1/2" CLIP EACH SIDE 1 1/2" CLIP TO BE .. .. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x IS INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • CORRECT BLOCKING w/ 3 12d EA. END () '.; HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• '° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7)10d NAILS & (4) 1/4"x2 TIE BEAM 8"o c @ FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4,TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL EACH SIDES NAILS OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED � ; SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" .: P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 JOI�. NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER e G INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I NAILING AREA (TYP.) I HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (O 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE I SIMPSON MST37 /�(2) SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE Wl (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE Zx6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. BASE PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED O () ( C B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. \ 1 1/2 (USE SP8 FOR 2x8 (2) 2 x #2 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER I WALL) @ 24" O.C. SYP U.N.O. ) JAMB CONDITION OR IF BUILT-UP IF OPENING IS GREATER THAN 4, (BLOCK SOLID) \ / (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, I I F h TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR I I I 2 x CONT. T& B AND MULTIPLE STUD PACKS �•' PACK W/ 10d NAILS @ 8 O.C. COL. SIZE I LH 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE _ = SIMPSON HTT4 w/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS `—FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F 7�rp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"1 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. wl D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE o.°o TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS l �° ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . • ' • *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR (24) 10d x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. _ ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END 1YP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ F,`-�, - -- 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 'o Fti �TF� �x4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4OR R Q'D JAMBES REQ'D (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING A., (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON THAN 4 FEET OPENING NAILED TO STUD \ \ 8 IS GREATER LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,:; W/ (2) 1O NAILS NAILED TO STUD PACK 1" ` FLOOR DECK FLOOR DECK 2x4 BEYOND �° DOUBLE W/ 10d NAILS @ 8"o.c. '1I4� AGAINST 2x8 01 2x8 TOP �. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'1 LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N N -o .s G W C, o co �•� N _emu �o Q COP,. eo . = s CIA Una 3 vo =s d � L.f N p d CLu H Qa c E ti o c•M O N co N �n� • f: .� _ _., F�^ L -. , ,` f_` fin. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn a 8 — 00 0 C- Lo 100 Ca v)I010Lf U �;s7 - LL W � a J LL 9 go W■ = 'N NCO W ��°'m Z N MZ d k LL Z OU U N z N z z Q $ a N z �4-J LL 4-1 L it Ow IN c �V) r U c LL J x® s Q w c'4 o co f w a LA_ E E `zo >n Q � Q p E lJ W° uj i z® a a 23� S 0 &a�¢ O Z d � a p w W w2 C C `= OY mo �z Z1 Z¢ m' J N� m '<w �z F� WT ? 3 m w Z �- hz 3 a v °zed i;3 O >M � O 'Cr ai 0 co co LO N :3N CL LO Q o Cr 0 J CN a. U) m N 0 LO LLa..+ c) O C) LO CN Q ai m :ell coo N o z Z s N ` a E Q ¢ o JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER 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 HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL / 1 COMPATIBILITY V SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS NAILING FLANGE WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING ' EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW - SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK------_ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts d 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED d 6. Fold as shown by arrows 8 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN d 8. Mechanically fasten as necessary SLOPE d 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT SHEATHING Q O 1 SELF -ADHERED FLASHING 3" MIN I Q SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 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 NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 11 FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g PP (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (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 EXTEND A MINIMUM 6" READ ESIVEASSHOEASE PAPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 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, FMANVDMA 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 As 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 15 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II PLASTER STOP THIS NATU DO N, CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A 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 FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with 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 tV2 N O N N = 0 as -a > W a• n M �o o� oa 3 i = CD A! �. N a- =e �o a U 0 N 0 N C0 N •E•114, �1 c) Q • • F787/50 •� S� • c T A 3 E OF f'v w 6° i];1LZ`ii'i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E j• (a G O c' C/ N 00 .. 2� -, 0 0 , a # LL M v 4 A JLLaLL; LL w 1 n -v Z a L 9 W wf0 o co X O S4 LLZ N Qj w N CNZ a OU N Z W 00 Z N m o z C,13 0 z o 4 U N i� zCSC9 0 w 4-+ (� C-fn- w � a U Q) O (A w s � r f6 w J E i _ t d 9 (2 �Q c s�o o _ w M J 0 i Z S E LL a Ez z❑ Zo 14m o U w Z® oa _� . 00 az aZ Z c�D az WM N u mo ZOE¢Z In J ~� a w �_ $ 3 oe go aW W <o m < �- _0 4p [LQ 0U3 zl°d 0 C Q 2 O0) o c� M co N CS' o N ^Q 1..1.. m J N LO O Y m O N Q M ,- 6 0 -2:' 0 M CID N N o Z Z E N y e 4 cc a E v O ate+ ¢ o C JOB NO : 23-04654 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauge� +l/2"x+112'x2-12" Sm Anchor Schedule Bolts 112'Dia- AM Galv� 1p (TYP.) e ---- It k A/C Unit Botturn Edgt C U' Hurricane Strap ( r Typica k 3 in front) ont C :SS Front Cross Support (May be cut tow) Left Bracket (16Gauge) # 14 SeI11-Driling Screws Thru Brackets & Back Cross Support into AIC Unit Bottom Side (Typic* 3 each side for hurricane use) Wa,hers Self-�kl g Nuts *Tpf'. vrtsolLmm arvanualLst. am Ps_'" _'h Icad, Hacr"�). ar". Raba driving availlelske Million ftqm 1I wm=l back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Pass I of Building Codes and Standards 12flaIX Product Approval Applicatlun Detail !;go Inifty or Rd& 20 Data Pencil RM MM version Mareffadbuirri Comm Submitted FINC Asiaroyal AD status Afflormilica 2020 Smart Vent Products, no NO" Grafam Hwm%F NoneroP.E. Lock. B-d. FIE, 12MG12020 12(ifir2020 42Q8*020 App-.d Category: Structure Components (877) 44"360 PE-73776 (334) 3OD-1 800 SubCategorr. Products Introduced as a Rtsult of New T.chn.kw Comitilli.n.. Method E�Iecn R.port h- . Florida Registarsd Architect ora Licensed Florida FtAI22mp.dmtb Professional Enghtff Rai Product NM Prodsie Onorlation sudbL&UWAM Corstract Expiration ApproMforUso [hit, I, HVIFIZ AWro"d far Use gwwgLt= Impose assistant DOW= P- - re I Sm xrentffiodel#1540,510 D. I F-fion Placid ..d Ventilation Vnt 1213 12M Y. Y.a Nhk .10GA100 2 8-4v-t M011,1111540 511 D.:1 Flood and Vang.11- Vent 1 200123 Y. Y_ NIA :100)Lloo 3 SmadVant Made! 91540-M Ins.1mdFloodVaint Y" Yes NIA I 00f Do 4 arradVan Mod. #1540421 h1.IredFaoJV,`A imin Yes as NAA 1 .100A DO 5 nart= Modal #1540-524 Nuquat; Carafe D= Flood Vern 12GI= Y. Yes NJA WA 6 Sn"v"t Mods1#1540-670 Wood Well Insulated Flood Ven� 1203112023 Yea Y" NIA .10of 1 N 7 amarVent Model #1540-574 14Z&qat: 04.g. Door Flood Vant 12031)20= Y. Y., NIA NZA Florida Department of Business & Professional Regulation Few 1 art Building Codes and Standards 11114,21121 Product Approval Application Detail 22ft M 21ft Diso Pendirso 292 mm VW- Manufacturer toisheas validated 11w submitted FOC Amounts A,,r,,d ReAsIch 2020 Droxii Meals. Inc. JasonShumea Zachary it. Pnest Looloa Boodle. P.E. MW2020 Offffls=20 01112D2020 10Y13*1320 Appl- Category: Rooling (502]) 303�1511 PE-74021 (3341300-1800 3ubCid*VW. Metal Rating Ishumeallodraornet.com CwMftmo Mehot Evaluation ROW ROM a Ford. Registered An Red or a Lican said Iladds Prcift�,Icral erronver twaLuLtLIMOM Quality Asrsur�e Approved for Lee ApprosedfarlJo Impost Dodo it" =1110401, Number or Product 0*60111011011 Cointrad respiration Date In myta out" HYM gqwitwt 1 4.1 Roofing Systerns 12MG 1001,15, DMG 1501 DMC 1758L ONIC 2006, 12`31Q025 Yea. No NIA �oi`_180 Disc 5V Flo rida Do partmont of Business & Professional Regulation P.9.2.14 Building Codes and Standards Product Approval Application Detail 22a M.Liseasse 2" 2ft Deft liendina 1112111 Version Marsupials- costaot VIiii"ad 0, Vall"Mil SAM" FBC A,,Wd A�,d RAU R.,4,1.n 2020 'Thomisi-Tru Corporation Sim Jasperson Lyndon F. Satmot. P.E_ Ryarl J Krig. P.E. avi ST021 12031/2020 04rM021 0&0&2021 Appriwed category: Basil., 0- (81301 &43��1928 PE-43409 (813) 767_6551i 3ubCar.MI Swinging Exterior Door Assemblies Complaint a Method: Evaluation Report from a om Florida ReastarradAtchitrid or a Licensed Flond. Professional Engineer FIA20U&4t5 Pdd, OvairtAsausaI A ... dforUm A-,,vd ft, this kumd 2ailign 12S.9 !ll�lilumtr P-luelDescrioll- 1. Frylix outside FLL,(,,t P-- I bar-chsloed S-th-St., Nominal fill li,pot.Impact8quot: Opaque 1=112028 No Y" yea IWA Comp -lit. Edge Fils"u, Ships 0- (Inewpgroutswing:X "'figurelon) 2 b. Therms-Tru Fitser-Cli-e and S-M-Eft, Nornimil S&#W;6 &q..L.I.patfulud; Do. que 12131r,028 No Y. Yes. NfA Camro.t. Edge Fitterpt... Shgl. Door with sideftsi 0mwhgAXr1Wro. XO. OX air OXO 3 c. Th anna-Tru Rber-Classic and Smooth- Mar Nominal 6&#M:B ftluot Impactfiquot. Opaque 12131,2026 No Y" Yes NVA Composite Edge Fib"ass Double Door with ci� without Slashes (h1wh9t0uIs*irlp XX w DXXQ configurations) 4 d. Th.-T. Rbar-CI-1, and S-oth-SW Norrinal 62,039:0 &q.I.Cimpaothquat; Opaque i2131120N No Yes Y.. WA Composite Epige Flpargla" Unige Door (s,sWng1O;nswi`9 ; X tmigunifloa) 5 Th.-T. Rhar-Clo.0. ..d 8-cith-Stv Norinal A&*W;O 8ord;1mpad&qot Opaque 12131a026 No Y. Y_ WA Camposlie Edge FilbarglawUngle Door wain sdeft(.) 11 nawling4uthft XO. OX . OXO ocinfigrurallons) 6 1. Theme-Tru Fiber-amic and Smooth-Slar Ncininal 894%,0 &quat;Irrs%d&quat Opaque 1213112M No Y. Yes WA Composite Edge Fiberglet. DbW Door Rh or .th W Sidalt. themnWOt"ril; XX or OXXD configurations) 7h.-Tio Fitim-Ch-l-d Sencrith-Q2, Nominal 666#3918 s4claidth"daQuot, Gazed 120112026 No 'Yes Yee WA Composite SAM Rhaigs" 8hpla Door (hWinglot"Wing: X tomiliamiticia) a h. Th.-Tnu FlIber-Ca'sic and tirraoth-Sts, Nominal 6&#39,*8 AcsioCimpadWat GW..d 12I31T2026 Me Yes WA Composite Edge Fitorgass smile Door with Sidaliar(s) (IrWeAhoQUtWIngI: XO, OX W OXO le coreptural ..1 0 1, Themna-Tru Fbar-assMic and Smarit"ar Nahmal 68939,8 &QUOtArripactliquot Glazed Imit2m NO Y" Yea WA Composite Edge Fibargi- Double Dm,.vM a withoul Sites" chireIngOrriwro; XXor CXXO corfigulationa) 10 1 Th--Tr. I'llber-Cl-io and 3roolli-Sal NorNhal a&#39.0 3ouctimpactsoucilk Glued 1213V20211 Me Yes Yes NIA Composite Edge I'll).rglass Single Door (111"1100AS"Nag; X 11 it. Therma-Tru Rbar-Clase. and Snrooth-Ste Nrrg..l 19039.0 so-timmal8o-ol: Glazed 1213112M NO Yft Yea WA Composite Edge Fiberglass Single Doorwith swdftts) (Inwingioul-ing; XD. ox a, OKO cicnessural W5) 12 1. Therme-Tru Filosr-Cido,w and smooth -Sal Noninsal 41IMSP &qh2:Imp&V&ouot Glued 12131/20213 W Y. Yea WA Composite Edge I'llsergleas Double Door with or With U Soollt" (insaingiculswinc; )0(or 0)0(0 ooleigurateral is In, Fit-Cl.". and Sn-A-Mar Nctrinal 68009:15 aquattroactiliqual; Glazard 1213112026 No Y. Yea WA Mold., Com Cornpoeto Edge Fiberglass; Single Door (InaMr9`Vuta*r9: A Q'i rai 14 r. The- tru FrW-CI .. Ic and 8-th-Stv Nominal uA311:8 Aq.0;Ir1spad&q1al; Glazed IZ'3112026 No ym Y. WA Molded Open Coinposite Edge Flbvgla� Single Door vvIth Glazed Molded Op. Sidlitif.) (In.aingrOut-Ing; XO,ox or oXO C.19-flons) 15 a- Therma-Tru Fiber-OaSsio ad Smooth -Star Norriinal 58"A "atin"dArrAot, Glazadl IM412MG No Yes Yea WA M.Id.d Do- Conip-A. Eds. Fil,will- D.Ibl. Dcor,,fth or without Gazed Micead Dow Sidestas (In.iingf0ifirraing: XX or 0)0(0 is p. Tharma-7no Fiber-Ckuss and Smooth-312r Nominal 69430.'8 &W*:lrr4Xd&cNdt Opaque 12131f2026 No Y. Y_ WA Comp.&H. Edits Rbwp Sings Door kh Molded Open Sidetwis) (1119MMWURSOng: XO, OX or OX0 conflgorall= 17 q- Theime-Ttu FlIber-Classic and Smoolli Nominal 64#39.5 f6cruct;hl"otaqual; Opaquis, 120112TA NO Yea Y" NIA Composite Edge Fiberglass Double Door with or wth.W Glued Melded! Op. Sidelfth. (hawng1Ou1srWIrsl:)Ot or QXXO odifflouratiOns) Florida Department of SUSil"1683 & Professional Regulation Building Codes and Standards Product Approval Application Detall Fap 1 of 1 ir.2m 091 Middy or DM 2111 099 liencints an 1M VarsJon NamFfttum Contact Validated a, zkwm mamm FOCA..CIW Aach:I sam Rervialon 2020 nTindustries Jens Rosw* Mransf-Dade BCCO - CEIR liffiarril-Dade SCCO - VAL IVIW2020 lQr2fir2= 1112Q2020 App-d tasaffory, shade, Doos 1041) 4WO1 00 (768) S15-2fto 8.1iCad.gary! Slicing lEderior Door A."""' Comspil- N.Bd! C.N.&In Ma rk or LIW,q rimi-m Products Q,W*, A,,- A-graddlorillift Ausaroysid for U. b2KI 2931M R2096! Now, Numb. as Name Fire" 0-4011- 9P9kV=fl new 1. HVHZ Oui It".1stit pirwisishis so - 570 (Large Missile hpedt Mryl Stairs GI.. Door Y. Y. Y., WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project lbr which you are applying for a Category/Subcategory Manufacturer P rodu ct De sari pti on Approval Number(s) Test Pressures Expir Date 1. EXTERIOR DOORS ITherm lFiber-Classic IFL20461.1 A. SWINGING aTru and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248. 11 +34.41-38.3 psif 12/31/2023 D. METAL LOUVERED DRS Curries Divis Ion of AA DG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL162-8-0 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL k SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL1 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (1br Shingle Roo� lffilb Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/23/2023 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 RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL78419.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, 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 - FL1 5076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Structural Conn. see c ha rt _USP Simpson Stmng-Tie see c ha rt 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 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Pmducts, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibirmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE 9L% I Florida Department of Business& Professional Regulation peg. 1 of 3 Building Codes and Standards iM022 Product Approval Application Dotal] ago EmIrth, or MR 2" Elate Pwdlna IM Version Manufacturer 00 YALUINLIN Validated submitted FBC Approval Anteraved Rawsion 2020 Themna-Tru Co an Ste� Jasperson Lynd n F. Schmidt P. E. Ryan J. King, P.E. 07=020 OVIV2020 07129=0 '1011ar2020 Apprwed categarr. Eit@ riatID"pors. (800) S43-7828 PE-403409 (813) 767-8556 Sula0daigory. Q.-Araging Eder- D= Assembles Compliance Method: Evaluation Report from a Florida Registered Alchrect or 2 Licensed Florida Professional Engineer Seel 6 !t�Numbar or Name Product Description Contract QualitwAsusuarance Aportived Efiferaftlear DOW for Use A21112AIL11192111 in HVHZ Dutulde HVHZ Impact Resistant Destan pnessauhns 1 ber-Classic and Smooth -Star Nominal 6&#38�,O Squat: Impactiliqual; Opaque 12)31= Yea Ym YM N[A Oomposite Edge Fibergla" Single Door (Inswwrigi/OutwAng; X configur"on) 2 b. Therma-Tru ribear-Classio and Smooth -Star Nominal 8&411*8 &quicatImpact&RUM Opaque 12`131= Yes virs Yes NIA Composite Eta Fiberglass Single Docormth Sidolite(s) anvionglOuteriiiing, X0, OX or OXO configursallons) 3 c� Therms-Tnu Ftler-Classla and Smooth -Star NomIna I 6&#3P,$ lkicluctimpactilkiivat. Opsqw 12J31= Y" Y" yes NIA Composite Edge Fiberglass Double Door vdth or Wthout Sidelfies; (InexingtOutaMing; XX or OXXO configurations) 4 d. Therma-Tru FIther-Classic and Smooth -Star Nomin2188039r.0 &quatImpsct&qvot Opaque 12131 Yes yes yes NVA , mposite Edge Fibergiatia Single Door C, (i neresing/Outswing; X configurai 5 a. Tharms-Tru Fiber-Clasixic and Snooth-Simir Nominal SUM; &qUot; Impsablquot; Opsiquis 1213lf2= Yes Yea Yea INIA ComposirlsEd; Fiberglass Single DwryA Sdalite(q) (Inswingloutswing; X0, OX or OX0 config unations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star NomInaIS&#39,0 m,=u=q 12131r2D22 yes, Yes Yes WA Composite Edge Ilb h .1 as without Sidelites (InaMnSiOutswing; XX or MO -fia.r.b.n.) 7 9 Theirms-Tru Fibiar�Clocslc and SmDoth.Star Nominal S&M,11 SqUOLIMpactiLqual: Glazed lV312022 Yes yes Y" NIA Composite Edge Fiberglass Single Door (1mrringlOuls,ning; X configuration) 8 h. Thann'sI Fibo,-Clssssi� and Smaoth-8w Nominal 68#39�.fi 11quatimpeabliquat Glazed 12J31 r2022 Y Ym Yes WA Composite Edge Fiberglass Single Door rdh Sidellit"(s) OnswitStOutwAing; XO, OX or QXO oonfiguratons) 9 i 'Thirmnsi-Tru Fiber -Classic, and Smooth -Star Mcirrinal e&#M,8 9quotimpactiliquat: Glued lwl= Yes Yes ye's WA Composite Edge Fiberglass Double Door VM or Without Siclelfiffs (InsWrig/Outirwing; AX or OXXO configurations) 10 J Therma-Tru Fiber -Classic and Smcoth_%r Norn net S&M; 0 9quotJmpacAqucr; Glazed I V31/2022 Yee Y" Y" NIA Com= Edge Fiberglass Single Door (Inswing/Ourbriving; X configuration) I I k. ThwTfu FliberZiessic and Smocith-Star Nominal "#WO SquoCimpoellquat Gazed 12131= Yes Yes, Year NIA Mposhes Edge Fiberglass Single Door Won acelar(s) OnevoingiOuteiiing: XO, OX or QXO configurations) 12 1. Therme-Tru Fiber-Clai and Sracoth-Sbur Nominal U001,0 SquotImpactliqual; Glued 12J31= yes yes, Yea NtA Composite Edge FibeTlirfars, Double Door vath or vifthout Sickslizas Qnsimrig/OuhavAng; XX or =0 configurattions) 13 m, Themna-Tru Flow-Claside 2 rid Smooth -Stair NOMR121 U111391, 6 &qU0t:IMP2ct&quc;t, Opaque I V31 r2= yes Vass Y" NVA Composite Edge Fiberglass Stri Door WIM &quot,Ncn-Impact" Sidelbi (Inswin2fOutsviing; XO, OK orOX0 configuradions) 14 in Therme-Tru FbarrZimle and Stricath-Star Nominal 6&939,8 8quatimpactliqual; Opaquia 12J31M22 Yet Y" Yes INIA Composes Edge Fiberglass Double DocirWth &quat;Non-Irroaot" Sidelitirs (Inswng/OutsW rig; O)VO can una " 15 a. Therma-Tru Fbar-Clusuric and Smooth -Star Nominal 8&#WO fliquot;ImpactSquot, Oplarquia 1 W311 Ow Yea yees YM NIA Composite Edge FIberglass Single Door with &quirt;Non-Irripactilquat; Sidelitai (nownwousswing; XO, OX or OXOoonligurations) 18 p. Tharms-Tru F[ber.Classic and Sirrooth-Star Nomin2l8&#39,,D"lmp2ct&qual; Opaque 12J31/2= yes yiss yies NIA Composite Edge Fiberglass Double Door vilth &quotNon-Impectflucluot; Sidelltm (InsWripprOutsvAngi; OXXO =.figuration) 17 q. Tharm.-Tru FhCI .. I. and Smaoth-St., Nominal 6&#39,8 &Iquathlon-Impactfiquot; Opaque 1 2J31 r2m yes yze No WA C'mitoaltis Edge Fiberglass Single Door (Inswing/Cutsviiing; X configuration) 18 r. Therme-Tru Fiber -Classic and Smocith-Star Nominal S"39,.8 6quotNon-Impact8quot; Opaque 12131=2 Yes yes No NIA Composite Edge Fiberglass Single Door wth sidelte(s) "V"WOUIeWng; XO. OX a OXO configursdo ) 19 a. Thwma�Tru Fher-Classic and Smoorth-Star Nominal 6'8 9clootNon-Impasattl1quot; Opaque 1 V31= Yee Yes No NVA Comprises Edge Fiberglass Double Dow Wth or Without Si ads (InswingiOutsornig; XX or OXXO confligurrallon.) 2D t ThermiI Fiber-Clamic and Smooth -Star Nominal 8&#301.0 8cluccNon-Impaelloluct; Opaque 1 W31 r2= Y" Ym No NIA Composite Edg Fiberglass Single Door F (1-minglours- ; X configuration) 21 u. Thermai Fiber -Classic and Smooth-Stat Nominal =,ngSquct:Non-I mpeesquat; Opaque 12J31 1= Yea, Yea, No WA Composirter Eclgl6lFilperglasrs Single Door %fth .%delits(s) (InsviingtO-twOng: )(0, OX ar OXO confla urationsl 22 v. Thamrs-7. Fib.,Cl.sai and Smoroth-Shir Nominal 8&09;0 llliqfuctNor� Innipsotgoluot; Cpacp� V/31J2= Y- Yea No NIA Composite Edge FItuarryladis Double Door Wth or out a Onswing/Oulsiming; or carrifigurertions) 23 w. Thenre-Tm Fiber-Clasmic and Smooth -Star Nominal S&N9;8 &quotNor, Irripact9quot Glued 12r3l= Ym yes No WA Composite Edge Fiberglass Single Door (Inswing/OutsymV; Xcenfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth-Slar Nominal S&M.8 ktucit:Non-InpacliSquat Glued l2f311=2 Yea yes No WA Composite Edge Fiberglass S Door vAth %18OX sidelite(s) (I nowng/Ou".9. or OXO configurations) 25 y. Themne-Tru Filise-Claoi4c and Smooth-Shar Nominal 511141 &quothlon, Impacilkifuct; Glazed 12131r2W yes Yes No NIA Composite Edge Fiberglass Double Door vAth or Wthout Sidelfts, (InwAngfOutaiwing; XX or OXXO configundions) 26 z. Thierna-Tru Fiber-CAsissJo and Smixith-Star Nominal 9&039;0 &quotNon_Ih"dAquoe Glued 12131/= Yea Y" No NIA Composite Edge Fiberglass; Single Door OnvatriglOutswing, X configuration) V Thermio-Tni Firer -Classic and Sm-th-Sta, Nominal 8&#39:0 &quot:N- Imp"quot; Glued Inii= Yea yes 1'.1to NIA C.m".it. Edge Fibarglas. Single Door with Sidolite(s) QnswrillilOwlswirg. XO, OX a OXO configurations) 28 A. Therma-Tru Fibef-Classic and Smooth -Star Nominal 8'0 Squat;Nori-Impactliquod; Glazed IW31121= yers Ye`5 No NfA Composite Edge Flbanglass Double Door WIh or vAthout Sidelitas OrroirringlOuWoring; )OC or OXXO configurations) C06. R.�'Ion 2023 Mi Wndowii and Dows Category. Esteor Doars "Cittogary' . Sitting Exterior Door Assemblies compliance M6du4 IFYaluatim Ratio" from a Florida Rgha.r.d Ahftt W a U-.d Florida Professional ;sinew ==Mnbwvtkm UMINUMSGD 2 SGRIrS 420ALUMINUM SGO 3 SERIES 420 ALUMINUM SC43 REINFORCED 4 SERIES 420 ALUMINUM SM REINFORCED 5 SERIES 420 ALUMINUM SGO REINFORCED GMK 1V_ Vwslw Manufacturer Relftch 2020 Wayn Dl I dl�islarr of O..Ih..d 0-1 Corporation Caftov,. Etteirlor D- 6.1bCstrigary: Gictional 6 lister 0- Asiarbias Complancei Method! Evaluation Report from a Florida Registered Architect ar a Umsed Flodds FLNMR.=RO&Jds professional Engineer it" Produc,= or Nam 3 80owl 10 8000410"200#1123 11 800018100MZDAM 124 Florlds Dope rtmGrTt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail M10-10"Man WN -am" M-ft, Ecologists Licians, arertahlInpi Luis Roberto Lomas St"an R Urldr. PE 4717) 385-3300 PF-02514 iIM31r-8454 bstUhgBrQmiwd_ Page 1 of2 trdml R" -wo Date latmeirs; Do Submitted FRIC A-Ital A-Diald auwl 1 WSM211 loinfino2a 10,19=20 12M�42020 Appr..d plodw DIOUICagly SERIES 420 ALUMtNIU M SGD CXO Quality AminsiI - 120112024 Air)(wadforI1116 In HvKZ No Alagig�tfd for Use Out" HVKZ Yea impNi Iteslistaint No Design N/A 145-31"Quatx8".quot; NON -REINFORCED SERIES 420ALUMINUMSOD QX XO. 12al)=4 No Y_ No N/A 16&Qud;`8(I&qUc(.. NON -REINFORCED SERIES 420 ALUMINU M aGD REINFORCED OXO 1213WM4 No Y_ No WA 145-3/43,quat-46d,quot; SERIES 420 ALUMINUMSOD REINFORCED OX. 1251112024 No yft No NA XO. XX se"I'atX9"quot; SERIES 420 ALUMINUM SOD REINFORCED)= 12GI12024 No Yes No N/A 1434.-C-163,qud, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EnM or 2" Itilit pat, pardese am EndMw & upon" Validated EW Vallsialad OL&nbtd FOC Aflefirral Ationowill mwa D.W. K-10 Jhnr S."' Jft-V P. Amason, P 6 1 OA 2r2D 20 09429121320 10rW020 12V15J2020 AWOd (33C) 76"121 PE-51737 (904) 821-5200 dkonishliwaYne-da"on.c aft, Q-1111r, A,,,- Proilluct DpKriptlorn - - §&#39: Ms. width. 14*25; Max height. Gbzlrg IV31,2023 A ... dfU, hadurned for Uss krissact pass- in HVHE olm&iiya go plassin No Yes Yes -31.00)�35�W 'Yellable in lop or inteary4dIfits, ssdon� 1UR30,, Max wift. 1484159: Max relight, gluing 12131=23 No yet Yes .30.00/-33.50 avallebte In top or Intermediate section. 1138,10139 M. width. 14i&Ct. MaX height. Oiadrg 1213V2023 No Yes Yea -34.40)L38,30 �Ilsdale in We ar intermediate $.dien. Florida Department of Business & Professional Regulation Building Codes and Sla ridards Product Approval Application Detail fl9k Entity orr w 11111111 goes penclinto 2M MM ver'ler, Mervisetunir conad End- A License imalowjk Villicaltsif Submitted FISC Ananovis ftonoird 201 %'4'on 2020 Currie Ovisilan of AADS. Inc Torn Rattay UL LLC 7roy Bellhop. RE 12/1012020 12101n020 12121=20 Approved CalroW. Extellor Doors (641 , 494�2813 a54) 947-0580 Illunategory: Extemsir Door Components temsafteirill-abley... Corripillanc. Molhoct. Certification Mark a Lisping slalty Amrancat ApsoredillbrUSe Aelorond far likes Impee Doman Product Dn,,hgmn &gdugxjmuugLm 1, KvM outside HVHE assistant =11!i" _91117"'and &47 Single and I'Mrs all Fl.sfi, Glarea. and Lo-did lingiend Per, of 12131112M Y. Yes Y., NVA Do" hallow mate doors. Florida Department of Business & Professional Regulation Far I or 2 Bulilding Codes and Standards Product Approval Application Detail Code issaw or od. 09- Data Panelists ads Idge verswo nameastura Conrad AUDMM FBG Aceraval alin-W ROIA91011 2020 MI Wndows and Dews Bront salinger American And'iftedfural Stow M. Unch PE IIJ172020 1111712020 1112V2020 Apprq,,od Catepoi Windows (71 T) 365-=0 Manufact- Asacle. (7171317-8454 flutiCallegarlin "Angle Hiing lbskingartilIrrid.com Comfillam Method: Certification Mark or LIAng duels, A,-- A--,dfU, Anarrannall far Use ransom ROM aw Moft Number of marne Frollud Dwiflatim Comao Expiration pal# In HVHZ outside Kytz lit""Stamm 2 52X72 Fififlangs Frese IGISG Shp* 11.9 IWW2023 No yes NO -W/40 Uirrinead Gla., .*--a (D p- 6 2 CU -0 a) CU 0 0 cn 0 2 25- a 0 �2 U_ CU C 0 -0 = CU E '_ 0 CU > 2 Cn E (D cn CU " CU &-a C:)- 1_ m U) Z Z W MJ [7 LAJ 1=2 CL Cc -W ca =. CL=L CAI _0 to 9 C'4 W put 0,5 E a) CD W 4D four C= Us CL U) L. (D E =3 C_ Cn co CIO > 0- > C:L 0 CL < 0 0 CO L) M -0 0 CIO CL W < ;_7 Z SHEET NO, PA 1.0. I — - — __ I I I ? If - W 111.1, 1 "11,1171' 1 - I I !" 7T, . 1 Florida Department of Business& Professional Regulation P.R. 6 or 9 Florida Deportment of Business & Professional Regulation Pagel oil Florida Deportment of Business & Professional Regulation pace I al Florida Deportment of Business & Professional Regulation PWI o`2 Building Codes and Standards la&022 Building Codes and Standards lr= Building Codes and Standards Building Codes and Standards 1&2D21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 2= ErdlIv a 21k 21k Datelverallia 20 I= Version Martureatureir Contact Enalmsee&LIcashiso Validated B 3WWaW Submitted FSC Abetaval Approved status 29& iukb= 29a ad, Data %,d- lift Enthar a 2ft ims DNS Pending rL21111. Enifty at me =1 Cons p�bndm 111a R-m- 2MO Thereirso-Trui Corporation Sta�io J-Pe—h Lyndon F Svh rnidt P. E Fly- J, King P. E 10,07=21 OWW2021 10112112021 12M5r-K21 Appr-ad Tita vlorsion Manufacturer Contact Enamm a u� Validated Be Validated Submitted Fat: AWFOyd ADWVM status vandon assured— contact fincinsi License Validated 01 mwwgm Awn= F3C Auctroyal A,,,,,d vardust Katufactunor Validated Submitted FRIC Atioroval A,,,,,d Gannitery. Exterior Doom (8DO) 643-7M PC-434CQ (813) 767-65% Alternation n20 PGT Inditorl" John Rensixedd W-4-13scloOCCO-CER Mismi-Died. B= - VAL 11M12D20 i1105=20 ilmil,2920 Appritell ReAion 2020 hit Wridoons and Done, BreMShirVer American Architectural Stmn ht Urtch, PE 1 OffiaM20 iWS,2D2a 10"Isam Approved Revsion 2020 MI Wrd-, and Doors BrantStImer American Ahbliondinal Steven W Urich, PE 1 1,0211= 1141212020 IU211=20 Approved SubCalagory: SyAreging Exterior Door Assemblies iijaspersorethermatim,co Category: vmndsn� (941) 486-Oigg (7416) 315-25M Categohn Whdm 171 Ti 385-3300 hisruilictumar, Association (717)31r-8454 CKegw. Windar" (717) 385-3300 ManufactursirsAAsocliflion (?M 317-9454 Complianoo Method: Enalvation Rapsortfro. a In 31.1bCalogarr. ".Hung jrwoveldillogifindistrese llsubCdael Hortional Slow beilffingrdi.0xi— SubCalogii Fixed 1,Qtlh9,rQ.I�d.v— Florida Registered Archill or a Licensed Florida Comillarin Method: Cortillb. fiftric Usting Compliance Method Cartillesillon Mark a Listing Compliones Nothod Conlificittiort Vark or Lating Professional Engineer 1,11121111 FLI"SM1.na Product, EL015U"14 P"Wooter FL910,4611-lit? Products Cluallity Assure n ca ApprovedforUse Approvadfork.lien immill 21111im It" Product Model. Number or N� cause, K,— Product Discrintlon Contract Expiration Do# Accounts! 1, U, AccarovociforLid, andand In HVHZ 01fiddiLmm godgmIA posion Pressure in& Product Model. Number or Nam Quality Assufareve Product Decoration Cohered E� pals, Aparovedfortle Approved In HVHZ for Um outside HVWZ kroset Resident Dookin, E3m= It" Product Model, Number Ham 99NUANALOM Product Description cortract Emkoum AllegueddlaLilut Aciarmnod for Use kwim mawm Date In KV1Z outedy RM Resonant Presoure, Said X Product Model. Number or Name Prod sect Description Contract Expiration Date to MVMZ Outside HVHZ Resistant Prematurno 2 amssm U.'s. Md. Impact) vin�l single Hung VWA— (l Yes Yes Yes MIA 1 HS is& Fl. and ri.ng. Frome ?3x62 Insulated Ga. 0211812ON No Yes No -55,138 1 iss PW 75. 72 inu.td Glans, 04AM= N. Yes, No .60/46 1 a. Thermil Filder-Cluessic and Sn locid -Shur Nominal SWIRS 6quo0on-Impact8quot Opaque 12131= N. Yes No N/A Composite Edge Fiberglass Single Dow flitsvitinglOutieWtill: X Configuration) 2 It. Themna-Tru lelber-Clasitio and Smooth -Star Nominal 86lrW;S lilquctNon-Impact9quot; Odarquis 12t3i/2022 No Yes No WA Composite Edge Fiberglass Single Door %ft Sclelite(s) onsmenglOulaweg; XO. OX or OXO o-fia—fl.n.) 3 o, Therms-7m FbAW.C12310C and Smoctli-Star Nominal SWIM:8 i1quetNon-Iminaeltcluct, Opaque 1121`3112022 No Yes Nlo NJA Fiberglass Composite Edge Double Door with a Wthout Sictelliles (IrramnglOutleving: XXcxr 0)0(0 configurations) 4 d. Thorma-Tru Fbar-Classie, and Snhoclth-Star Nominal 7&MD iloquothlon-IffentectAcrucit; Opaque 1213IM22 No Yes No NIA r -timpinaltin Edge FlIberlitass Single Dow (I ravAngtOutipMriT X configuration) 5 a Therms-Tru Flbsr�Classlc and Smooth -Star Nominal 789W,0 8,quctNcm-IrrpacA&quor, Opaque 1213112022 No Yes No MIA Composm, Edge Fiberglass Single Door with Sidefles(s) Onsviing/Out5wing; XO. OX or OXO 6 1. Thentrel FlIner-Classic am Smockh-Stair Nominal Bli &quothlon-ImpactSquat, Opaque 12MIi2= No Yes No NIA Florida Department of Business & Professional Regulation P".i di Morlda Department of Business 9 Professional Regulation Posts I fl Florids Department of Business & Professional Reglu ation Fogel (I Compactor Edge Abarglasta Single Door Building Codes and Standards 115120:11 Building Codes and Standards laral2l Building Codes and Standards (InsoAngtOutwing; X configuration) 7 It. Therrinsil Filder-Classic, and Smooth -Star Nominal 5031 &qYQtNon,4mcnx,%qu;,t; Opaque 120112= No Yes No N/A Coamicssito Edge Filiverillsous Sing to Door with Product Approval Application Detail Product Approval Applicatlon Detail Product Approval Application Detail Sideldej(�j XO, OX or OXO X configurabons) 8 It. Thermis-Tru Fiber-Classio and Stmoth-Shar Nominal 8&*39;G&quotNc,r,4mjnct" Opaque 12131r= NO Yes, No NIA Composite Edge Fiberglass Double Door voth or 990 Both, or 2al Dal oat, Peace- go a" Ill or 2" 2" Data pondince am gm Raw or 2" 295 oat, loondirso W&oA SidefflIall, (InsWngt/OuIsMng: XX or 0YXO Veral- Illedfiecturser Curited MI,— a tjgm VIldtd la, Validated 3.bktvd FSC Admired A,,,,,d §mum Votes- Manufacturer Contact Enal-or A U—, Vaildided list Validated Sultedded Fee Adenoidal A, Version Illenufacturar Called Endiressor until Validated Sur Validated Submitted FQC Accused Approved cenfigurationg) 211= 9 L Therria-Trus Filber-Classic and Smocith-Star Nominal U#39;8 &quotNc,nImpaot8,quot; Glazed 121311= Kb Yes No NIP, Affirmation 2020 PGT Industries Jan. RW 1A.ml-Eld. OCCO. CrR MhrN�Nde 9CC0 - VAL iIJ05M20 i1105M20 11MI/M20 Apprwed R-mor, 2020 all Vftdw.s and Doors Brent 81111hpar Luis R Lemns, PS Stinnim lit Latch, PG 10108,21020 1"Oom i0AW020 12115PA20 Appr—cl Affirmation 2D20 PGT Industries Jen. Rdsonined 1A.,ii-Onsuld SCCO CER Itherni-Diods 9CCD - VAL 11135=20 illosi 1111`112020 Appwed Composite Edge Fiberglass Single Door Wind— (941)48"100 (7fiii) 3115-2WO calagesty, Wind— (717) 385-33DO PE-62514 (717)317-844 Cathigary: Wnd� (941)48"iOD (786) 315-2590 OrdavAnWOutawing X configuration) SiitiCistepar. Fixed b000selditcOndustretic "Caboillisr. Wilons, befflingeramiwd.� ButiCalaRcur. vultarre froscomidilitionclusides c, 10 Therma.Tru Fiber.Ctassic and Smoath-Star Kbmhal B&#39,8 "NonImP2ct0,quot; Glued 12/31= No Yes No MIA Corrinlaroolilielted: C.M-t- hkerk eir LJWng Compliance Method Evaluation Report tront o. Compiler- Metal Certillcoh. Moth or Listing on Corripostan Edge Fiberglass, Sing Is Door Wth Florkle Aningishoned Arciblievt or . Licensed Morld. Sidellte(a) (I mereng/Outsvitniii, XO, OX a OXO F"411214 protest Professional Engereff FILM1411113 configurations) 11 k Tlbeenma-7ru Fibef-Classic, and Smooth -Star Nominal S'8&quotNcm,ImpacftLjq� Glued 12131 =2 No Yes No WA Code, A,— Andr-odfarthe A—,,df,U, Ineasof 229M tummusill.31:12" CkMKA,— AgREEMiaLUU ARROOMdIK.YU Waft 22*L Composite Edge Fittattlew Double Door vAth or ibmi or Name Product Dinansetival tied, in FYHZ Outeldis HVHZ gersilishust prossure Modl Number or Nam Product conscription In MVHIZ Cutdclo R*dmt Pressure Without Scabies (IntivAngfOutaiMirig, XX or OXXO 5 Vinyl Fixod Wndo. yet, Yes, Y- MIA Gauditir Am,— Amerind far Use, tionsitist gating lariat Doors an d Wholienni Aluminum Mullions 05126rMs Yen Yes Y" N/A configurations) ROA MuAMM thmb,�N,— Aadott 0.—kgim Caretheal Escalation Oat, In MVMZ outeldieffyKi! Riudistant prousura 12 I.Theyma-Tru Fiber -Classic and Shmoth-Star Nominal 7'0 &qu"onImpcaa" Glazed 12131t= No Yes, No N.IA 2 Vertical Aluminum Mullat 171131112024 N. Yes Yes WA Coincident: Edges Fiberglass Single Door OnsWrigilQuiswung; X cordigurallion) 13 Therrm-T. Filb-Clail and B—th-Sh. r Nominal 79#39;0 &quat;No�impadgqu*.. Glued 12J31,12= N. yea No NIA Composite FAR& Fiberglass, Sing Is Door Wth Sidelfte(e) 0 nawgilWakdnit; XO, OX c,r OXO configurations) 14 n. Thermis-Tru Filear-Chasale and Smonth-Slar Nomonal M039:0 &quotNon,impoetticlucic Glazed 12J31=22 No Y as No NJA Composite Edge Fiberglass Single Door (InsnAtIgOortstaling; X corifigunifflon) 15 o. Therma-Tru Fiber -Classic, and S-moth-Star- Nominal M#39;0&quotNohImpnxt&quct, Glazed 12131 No Yes No MIA Composite Edge Fitanglass Sing Is Door *Atli Sidelfte(s) (Imoving/Ourboying; XO, OX or QXO Ficirlds Department of Business & Professional Reguiston Fees I 11 Florldis Department of Business & Professional Regulation PW202 Florida Department of Business Professional Regulation P.W304 16 p. Therma-Tru Flixer-Classic and Smooth-Shor wn1gurations) Nominal 611AM:0 6quarthlon-Impachiliquot Glazed 12f31r2022 No Yes No MIA Building Codes and Standards 1 Building Codes and Standards 10,01=1 Building Codes and Standards 3ON23 Composite Edge Fiberglass Double Door With or wthout Sidelthes OnnovengfOulamng: XX or OXKO Product Approval Applic allon Detail Product Approval Application Detail Product Approval Application Detail ixinfigundions) 17 cl. Thomal-Tru Fiber-Clessic, and Smooth -Star Norrined INW030;88quat:11hion-Impanotiliquot Opaque 12M112022 No Ya* No NlA Composite Edge Fiberglass Single Door Wth Tranesom(Ine,ning,Ktutmming; OIXconfiguration) is I. Theml riber-Clatook, ard Snimoth-Star Nominal 89#39;8 &qucd;NonImpaG%quct; Opaque 12131 No yas No Nhk rdmill enw 21" 20 Due P"m W& intent or 21111 Daft loondria 21M Erdl* arr am Oak. Pond- Corrip.sid, rdg. Pitieughass Single Door Ah I= Version M,,,f,,Iu— Contact Enalmor A Lk—, Validated 1%, YWiddd assembled FBQ Approval Acidarraired Valid- Phhrft'. coleratuct Validated EW XWW" &A-Atd FSQ Ann —al Ati—Itid lka Version, Iffiencrectur, Ctd linederader A LI_ Validated ft Widened I= Amending Acrurd-if Sidislitis(s) arid Trarr.cm (I—A.9,0urtwing: OIXO. CIOX or =XJQ ennflattratiorts) R.�Wdi 2020 Jones Handle, Sulking, Products. Inv. Chad Ulacks V. Andrew Ton John Sourthand, P.E. olic5r,02i i2/14n020 011084021 chip FBC Apo. Rwale', 2D20 Alludes Nick th—peon Lyndon F. Schunick, RE Ryan J ftg, RE 02=21)21 02,151=21 a2rdWO21 WN2021 Appd R.,asher, 2020 OAF mishael slob Robert Nominan John W, Knovervich. PE 12JIS2022 12117M72 42MO12022 02,071'2023 AW.-d 19 9. Therms-T. Fiber-Classio and Smooth -Star Nominal 6&#3g;8&quox;Non-Impact&qucd; Opaque 12M/2= No Yes No WA CalagW. Panel Wallis (909) 545-8359 PE-81802 (352) 367-2528 calegarl Panel Walls 1330) 922-2389 PE-43409 I813� 791-GSW Category: Roofing (800) 766-3411 PE-501116 4954)??2-8224 Composite Edge Fiberglass Single Door with "Cahngtorr. Bldng child SuInCistgor. Settle rithompannilial.nW.— tubCatencry: Asphalt Shisioles; rstei"Mpircon, Selisilou(s) Q-4rgiouttswrig.. XO, OX or OXO compliance dghDd Evoludion RCPW Ill a e.v compliance, Widened: Evaluation Report fircht a Comiellareat Method: Evehistlat Report from a Continuous Head and 911 configuraborns) Florida Registered Ardiftect cris Licensed Flarld. Flerld. RglellienrelArchitvi or. U—sed Florida Florlds Regist—clArohneot or a Licersad Florida 20 t, Therma-Tru Fiber -Classic and Smooth-Shir Nominal B&#39,0 8qtxe,,Non.ImFeet&quot Cinque IWIL12022 No Yes, No MIA Professional Engine. P,.W.]..l Enjohnsir Prohnselonel End. — Composite Edge Fiberglass Single Doce vwth ScIdill �rrswng*utesviinlj; XO. OX a OXO FL"31V&010,td,d, rL"IzrLmphwuct. FL*lBi244t33froduft Continuous Hil mid Sill configuratilorts) Quality AsaurOW4 Approved for Use Awaited for Use Isioseet Dission Quall, A,— A—,,d fee U, Apel I, the ka= Al)prm for use Approved felt Use firmact Design 21 It Theirms-T. Fliber-Clasak, and Smooth -Star Nominal 6&MS Squothlon-Impactlquat; Gazed 1213112= No Yes NO NIA 111-lbull Product Model. Numb a or Ham Product DNCFWUO contract EXD§Iftn Dal# In HVKZ outside MIYNIZ Roobtmlt pressurs, Sao is product boost. Number or Ham Isincluct 10—malcer, contract bagralloth 09. in HVHZ outside Roosevelt P—. Product Defichilitton Contract Excirdlonlicare In HVKZ 0LItdcb HVMZ gosbawt PF"WM C'mpftiso Edge Fiberglass Single Door With ScIdWs) ortievingtOutswiti; XD, OX cer OXO I Cemptank Lap Sidig libin-derriont hip king 121311011=1 Y. Yon NIA WA I a. &qWot2T8quo1, Sol* Vern, or Sold Vinyl Soft IW1=3 NO Yes 140 MIA GAF Asphalt Rooll Shingles for use In F SC nw-HVtiZ Fiberglass relplaroad Use, larrimilvd, 5-tab and 12M6,2025 No Yes, MIA WA Continuous Head and Sill Configurations) 2 HarcloPlent Lop Siding liber-semerit lap ekling 1=11t2m Y. Yoe WA K/A 2 b. LquotAll—is TeAqual: Soffit Vorl - Send Vinyl ScM 12131/2023 No Yes Ne WA jurisdiction. hipIrldge asphalt shingles 22 v. Themv-Tru Fiber-Chassio and Smoollrftr Nominal 8&#X0&quc0:;Non-Irmavbaquot Glazed 1213if2= No Yes No WA S c. kFud;Gresithritur Videos Boadod&939: Soffit Val or $did Vinyl " 12131M23 No Yoe No MIA Composse Edge Fiberglass Single Door with 4 11 &qud;Ds&quot sdm Vent or Send VW Sure 12131=23 No Yes No MIA SdaihKst QnsWrgtOuWWng; XO, OX a OXO 5 . i6clud',Chder CalAquel; Som Vent or Scild Vinyl Some, imi=3 No Yes No WA Continuous Head and Sit configurations) 6 1. aquot;&jPer apartaquix; scifit Vent . Solid Viryi Soffit 12131f202S No Yes Me WA 23 w 'rharme-Tru Fiter-Clasesk and Smoothl Nominal S&M,8 liquMNon-ImpactiLquort; Opaque i2131f20X? No Yes No NIA Composite Edge Fiberglass Door Panels vAth Vented Sidelitio(s) XK W or XX)V Quinfig.mWim) 24 x. Therma-Tfu Fiber-Chuisic and Smooth -Star Nominal S&MC Squal;Nar-Impact9quot Opaque IMIM22 No Yes No MIA Composte, Edge Rbeglass Door Parethe vhth Vented Sidelithe(s) Qnswngin)utawing: Xv. )W or)=X ocatfig.rat ... ) 25 y. Themmi-Tru Flow-Classloard Smincith-Mar Nominal 11111219�8 &quoeNon-Imlpaot8,qu&, Glazed 12MI2022 No Yes P40 WA Composite Edge Fiberglass Door Petunia I,011h Vented Sclelital )O� )VX or X)W Florida Department of Business Professional Regulation Pop i all Flarkle Department of Business & Professional Regulation Inagel ell Florida Department of Business Professional Regulation Pop I (I ocinfig.rations) Building Codes and Standards IG19,2021 Building Codes and Standards Intl Building Codes and Standards 115,2021 2a z. Therma-Thu Fiber -Classic and Smocriti-Star, Nominal BLI30:0 kockNon-ImpactlIquot Gazed 121311121W No Yes No N/A Composite Edge Filbarghnes Door Panels uelth Vented Sidallits(s) Onivting/Oubiwing, XX, XXX or XXXX Product Approval Application Detall Product Approval Application Detail ProdLect Approval Application Data H CoinfigUrthons) 27 za. Thmma-Tnu Fiber -Classic and Smicloth-Star Nominal 5WWO&Quothlon-Inrepardliquot Glazed lwir= No Yes, No N/A Ocimposte Edge Fiberglass Single Door with 3&09�,D SdelWs) �nsvwmgfOutswng: XO, OX or OXO cionfigurallons) 2ok arrant or W, 2" Dow Pmd- us 920 Entity or 21ft Cout Pendfina an 926 ErAft or 2m Date Perhaps Rat 28 z1b. Tlherma-Tru Fiber-Qassic and Smooth-Ster Nominal B&OW;8fiquotNon-Impsoltiquet; Glazed 1W3112U2 No Yea No NIA zm Veresel M-ufkd,— Contest Ecd,,& Lk—, Validated Bit Validated Submitted FIIC A—yW Allocated Attu 21:111 Verdict, Wnfct,- Contact Liums, Validated lb Validated submitted zwiwsmk A,,r,,d AIDA Type varal kbhft.,. Contact Erwnw X, ljoah" Valkideel By Validated submitted PI&C Am Approved Eh. Composts, Edge Fiberglass Double Door With R"eks, 2020 TAMKO Building Products LLC Kenn Eda Robert NWlw John W Kniscoulch. Pr; 10MV2020 09n9/2020 IGAZ'2020 12M srlm Appr..d Reuel. 2020 _V. Intonation. Inc doe Thompwn Architectural Torty Christman Zachary R. Priest Slow WIL Men, PE owirrmllo 09nfint)211 cluma" 12M&12020 Approsed ReMaich 2020 Florlds Mass Products to. Clark Jones James L Btl P.F_Q Stowi M Urich. PE OW27 M20 tlltr=7120 10,04,2020 12/16M20 Approved 3UN,08idoldes ontownglOutil 0)0(0 Cabodiscry. Rooting (417) 624-0544 PE�59166 (954)?72-6224 Mattels Corrinny (TAMCD) � 8131 248�34511 P&74021 i7M317-9454 catilwye Roxillma (904) 7&`194U0 C2UCK Erentarkra (717) 317�11454 29 aQ Thormse-Tru Fibor-Classic and Smooth -Star oorifiguridion) Nominal 8&#W,0 Scivothlon-Impact4quot Glazed 1213112= No Ym No WA SubCachitionr. Undemlyriarts kerried-Charnitc.— Cateigitsh'. Reding illudiCationglonr. flooding Attessorle. that ansinin toryalmnsitheirisifing— Roofing A.—sones, in& or. an Wesel Part ofthe Rc1rg Systs. clarkellimso.— P&31242 Composite Edge Fiberglass Single Door with W39,0 CWVItWm Wastrixt Evilklinfics, Report tom a Integral Pon inth. Rating System Compliance Method; E�Witoticn Roped frorn . Sdelips(s) IlneWnglOubawrog; XO, OX or OXO Florida Reastimed Architect or. U—nd FIcirtols, Compitiones Medrock EwIthation Report tom a Floddis RingidersdArchitactora Licertsed Honda 30 zd- Thermill Fiber-Clasisho and Smooth -Star oorrifigurallons) N . omhal 89930:0 &quot.Nontmnxt&qucK Glued 1213itm No yes No MIA Professional Enginew Flodde Registered Archilact w a Umwd Florida Pcferosideal Engineer Composite Edge F�i�l� Double Door wAh FUR112it"illroduch, Proressional Eight" F LCMSOMZ ftookid, 38#39;0 Sidelities (InsWrV/0utWMng: 0XX0 Qualltv A,,,— Acear—cillerUs, Annealed tor, LIM IMDd Ddl configuration) Approved For Use Approval far Usa, kWW gidW 31 ze. Tbarmes-Tru Fither-Chall and Smocith-Star Nominal 7'0 8qu"on-Impact8liquot; ShaW 12J31 t= NO Y as No MIA 1Ji Product Model Number or Name Product Dissorkulkin 1, HVHZ DOW, HYHZ Resistant priessum gotilly Asu� AcwvvWMUs, Approved for use Im 291111111111 AIR —A, Product added. Number at, Narro, Product Deaccriotior, 1, HVMz glAlliftifflitlil Resistant pled — Swiss Composite Edge Glazed Fiberglass $triple I TANIKO Rod turdlemayments (HVHZ) Rodundindaymants fair use in F8C HVH�! 0612912023 Yes No MIA WA Frioduct Deacricillon &gvkldxa&jugLRO I, HWHZ outside HvHZ Resistant Innussural 3 3- FLANICC, $qtw:RV 10 Ridge Ventilquel: Aluminum Ridge Vitral for Fitted roots fabricated 12131=4 No Yes No %/A Door With or Mhout 1 Ul 2 Sidelits(s) jurseloft- 1 0 Fla Top 011tRicet Vent *1m Battle lor Tit 26 ga. absticroolmillistor won delta OM/200 Y" Y" MIA WA fr.. 0.025 Adurtin.. (InsiMing/Outiming; X OX XO or OXO configurations) 2 TAMKO Rod UnderiarnerIts INDN44VHZ) Rod undedaymarts for use In FEC nci,_HVWZ 06-29121123 No Yes NA IVA 2 TAMCO Gooseloca Vote 20 go, 0WOW026 No Yes NiA -QiL52.5 ]ulisdodans, 3 TANICO Off-ROge, Rate Visit 4th Basic 26 a& side rox1vendfledor efth integrated Itaffie, 09/mm Yes Y" N44 WA 4 TANICO Round Top Off-Rifte Will ith Baltic for Tit. 20 ga. state roofistrillsdor with baffle 091MM yes yes MIA IWA Flo ride Deportment of Business Professional Regulation peg. I orl Florida Departhrient of Business & Professional Regulation P.R. 1 at Florida Department of Business & Professional Regulation Peal oil Florida Department of Business and Professional Regulation Building Codes and Standards 117f" BuildingCodes and Standards 1117=21 Building Codes and Standards 3111,2021 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Dealt Product Approval Application Detail Product Approval Application Detail r&k Mm Version M�hmium gray cortsed Isixonand & LJ— Validated 01 20 lim Ddo Poncilm DNA Validated Submitted focA.,mal A—Vd Q" Ila Version Manufacturar EAft Cashed Enak— & 11.1conot y,1kk1ad l2k, Ra 2" Validated Sdktd Oat, Panel- LKAlausaid 299 A,,—W ;RI& Version minufacwm rAfty .1 Contest &Miow 46 License Validated Illy D" Do Do Isioncill Do& Va"Od SUDMLU*d MADWWW ADM StWA FL#6259-R31 R.,i,in 2020 Lohmenco Kodd—lolloy James L 8.6snor, P St —in N. uron, PE 11123rA20 11/2312M lit2eno" cling FBC Apo, Rewition 2D20 Rosel Routine Anin'son Robot I.APW Uniform E-knition Gary W. Walker I VW2020 I M22020 11/06M20 Approjed Roislon 2020 Globe] Protection Products. LLC_ Tim Robinson Mftr A Tilt JrL PIE John W. Kh all PE OWOOM20 DWIV7,21) 10,01)2020 12M SM20 APPI"d rav-K 2= 2a category! Roodhi; (50`1083-6163 PE-2,1242 (717)317-8454 Cadiopy: Resell (601:t380-6091 Services LLC. (205) 854-0161) catepeal above. (9641 sell PE-44157 (954) 772-8224 jYM Verillon Manufacturer conts, Encinear & Validated 8 Validated Submitted Pending 6gRroved Approved SubCabaoi Pittard An co, . d, 4. that ste, im Integral Portol'the RonflnoSysteen loollityllitionianco,com 2.bCatag.,r_ Rating nlas compilarce rValuatior, Report from Suicalooty! samn Panee Revision 2020 POLYGLASS USA MauryAlpel License John W 10t26/2020 10i'22M20 EUC 12M5/2020 Coropliance Method: Evolution Roport loom a NWhad: . Product E-shuation Day Conspillasho MoftM: 2,aluallon Report ton a Category; Roofing S95423S133Mmalper*polygIaSS.CDm Robert Nisminen Knezervich, PE ARP1111mall. Flo" RelysteneclArchilect or a Licensed Florida Florldis Registered Archked a a Warted Flords Professional Star"? Subcategory: PE-59168 (954) 772-6224 11/01/2020 Prolositional Engineer Luu3uumL&2AM Underdayrryients, pul7ni.tffp..IId, Quality AgvjrlM Approvocilarillso Approved for use Compliance Method: Qugw A�ame Acturvold for use Adoroved fat Use Impact Doom Ila 16 Product Need. Number or Nam S---y - Stralins. State Country Set., Split Old 2,011.11 Produce Doesurlotion Contract Excilliatim Date Rat Preen. - D; CO iW31,2020 k, KVNZ QLAddo No HVHZ Yes Resistant NfA P—m NJA gk*AXAUWS= Asacrowelforijin, Asonsed 1. Use, WIM oxxxon Evaluation R sport from Ing MM- or it— B22SLUfflUMD Contract Exasralion; 09, In HVHZ consist HVKZ Resident pressure in" aaci "poet P—huct Desolation I, WW caftaids HVINZ Bali" Ith— a r1cifida Registered I Dev -Air' DA,4 dr7RI-Suilt Diock-,%, DA-4 I— probe. Polyprep�isisor plastic, Roof Vent 12MOM5 No Y_ Me -97.51-57-5 1T social SW - Sit%. Shake Alump: SPIN Shake Flat Profile - Stecktod , CA 12mir2wo No Yo. MIA WA 1 20 Gelid G.1-1had Steel St— PnO."VHZ Cantgated Galmizod Steel Sloint Part]$ retained IZ!31120n Yes Yes Yes WA Architect or a Licensed Mechanically, Attached to Plywftd Dock. 19 saxony goo - State Shele amp: Split Shake Flat Prdl. - Ri.k.t CA 12131=0 No y.. MIA WA or rid by track% to preside humcome proaction, Flonds Professional 6 20 27 Saxony 700 - Shako, Shoto &—P; Solt Shake a. - - Shake, ad. et.p. Solt Shake TW. I Sonstilon. Flat Profit - Sliced-, CA 12131r.020 Flat Prefile - RI.R. CA High "it K.ky.'TX 11 22IM31 N 0 No No No Yes Yes Yes NfA N(A NfA WA N/A NIA 2 24 Gage Galvanized Steel Storm PanehWNHVHZ Consisted Galvanized Steel Storm Forest; retained iZOV2023 or hot by mich to proAde Inufficame prowlian, No Yes Yes WA Engineer - FL#62594t3l Products 25 Viflo I— Prod. - Kety. rX 12131=0 N. Yes MIA NJA Quality AaWrane Apargisad for uses, &MMMKkLYj2 Ittitill 20M seell Product Model, Nurnber or Name, contract EigWradon In HVNZ Product Description Data outside NvKZ Rensistall Pressure I PolyglassRoofUnderlayments Rooting turiderlayntentS �W=21= No Yes NIA 4WAI-MZ 1 Polyglass Roof Uridertheynnents (HVHZ) Polyglass roof uncherlayments for use in M12WOM yes No NIA tVA WHIZIurladlollons. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof undertayments, for use In 12`23= No yes NIA -NJA/=Z F13C norl jurisdictions. Florida Department of Business& Professional Regulation Page 1 C41 Flondis Departmient of Business Professional Regulation Issas I at Florida Department of Business & Professional Regulation pal Of I 1 Polyglass Roof Undeftyments (HVHZ) Polyglase, roof underlayments for use In FBC I 2`2YAM Yes No INIA fWA Building Codes and Standards W5022 Building Codes and Standards 117=21 Building Codes and Standards 117=1 HVHZ jurisdictions. 2 PoWass Roof Unditilayments (nlon-HVH12� Polyglass roof undertaynnents, for use In 12F2Y2= No IF8C nonHVRZ jurisdictions, yes N/A -NIA1,5224i Product Approval Application Detail Product Approval Application Deta 11 Product Approval Application Detail I Polyglass Roof Underlayments (HVHZ) Poliglass roof underlaythents for use In F8C12f2W= Yes No N/A NiA wgk�f_ rw HVHZ predictions 2 Polyglaiin Roof Underlayments (non-HVKZ) Poilyglass roo(undeflayments, for use In 12t2y= No yes NIA 4WAI-M.6 921112 UWA 20 2& Data Ponclinto 9111511, 2111:11ILK Do allIt Do* Pending Dal ibility late WS Date pond go ZOE FBC mnnHVH1Z judscilkations. TY" Version Mainufactut contact enal"W&Ljoardive, Validated Validated Submitted FISCApproval Approved status Do Version bLanuhmMm got& fewcuLLIMM y.Rdmd S, kil" Submitted FBC A—M A—,d Written contact Enalland, A, upores, Validated Be Validated submitted FSC Amnaval A,,,,d a" 1 Palygiass Roof Underilaymente (HVHZ) Pollyslass roof underlayments for use It) FBCl =3r= Yes No NIA R/A Rwisin 2= All American Shutters and Glass M ke Barbieri Frank L. Ban man&. P. E Troy Bishop. P. E. 10128/2= IW15r2= 11105=20 1121`15=0 Approved Re�won 2020 Alone Sued L-A. ICC E-Wiffien Service. LLr Williarri III, Ranieri. PE 10niM2O I WY2020 11)051202D 1195rAm approved R.,Aein 2020 Connimordal Concrete ProducitInc. RabonGlils Samol A, Greenberg John Hoy 12/1612cZa 121151m2a 1201A020 dri FBC AW, IHVIHZ jurisdictions. Categioly Shutters (561) 712,082 PEZ046549 (954) 947-0880 Catasacer. Structural Components (3211710-3377 (407) sill .1917 causix"T. exactwed Components fat 3) SW3707 PE-N245 (357) 58111 2 Polyglass Rod Underlayments (ron44VRZ) Polyglass rod underlayments, for use In 12f23r= No yes NIA -NJAI-622.5 SubCateRpoily. Sturm Panob, mikebCallamerivansibutte SubCdogary; True. Plot. .1-ftilialpindt.— SubCatiallarr. Products Introduced as a Resuft of pecostest.,ftish—corri FBC non-HVRZ jurisdictions. Ocimpliance Method: Eval nation Report from a ra.mm Carritell— blethed &sluatics, Report ine. N-Tedinclegy Florida Registered Architect or a Licensed F1.1da Product Eusinflon Entity Compliance Nothed: Evaluation Report from a Professional Engineer Floddis FlogisteneclArchiter,11-se Licensed Florida ELESELU!UN" Pr.1—ioral Enehoser FLV 78&$M F-000% QuailtypAssurainto Approved for thus Approvoillfcalkes, armed Design cluallibrillarsurronce A—Mvedibirthia ApprovedforUse Impart Desiam 11109 Product Model. Number or Ham Product Resorption Contra" Ez*RIM that In HYHZ Outside HYM R"Idart poircianno P6A?744t$ SKX Product Model, Num bour or* Nam a Product Description Contracit Expiration Daft In MVIMZ outside HYKZ Resistant Prossait 1 ITW 190GAlpi. KI*- Strompth M itamp: 8) Wei Contract. plate 124112024 Yes, Yes MIA MIA Quotas assureace Accounted for Use A-mvied 1, U, Needed Deal. I 24go Galvanized Steel Storm Panels 24go Galvanized Steel Storm Panels 121`31/2022 Yes; Yes Yes NIA 2 ITW 800h4ples Hinge Finite Metal Connector Plate 12J3112024 yes Yes MIA NIA IMA Product reactor, Number or Raw Product thiscricedcal contract EsteirldlonDst In HYHZ Outdch, H" Rothurit Frossurs, 3 rTW BCG"m Trulca Metal Connector Plate Inli7024 Yes Yes MIA N/A I Quality Process or Commercial Concrete, Products Precast and Prodroses, d Coniciate While OW26024 No yes MIA WA 4 rrw 11CO0.1pift Waft Metal Connector Plate 12tW2024 Yea Yes MIA WA Fiords Deportment of Business & Professional Regulation Felt 2of 2 Flondo Dope rtmerit of Business Professional Regulation ping.101 Florida Department of Business & Professional Regulation Poet 102 Building Codes and Standards Building Codes and Standards 61-141=1 Building Codes and Standards 90021 Product Approval Application Detail Prod ucl Approval Application Detall Product Approval Application DoWl eAg* Enter 292 291 Date Isendrea Rik Quit InIfity or RU Date Panchen 292 ErMN cer 202 2111 Date panelists 0.hftr. Context Mrseltioner A, Litesiment V.Mddw By Validated submitted FRC Approreal Apw a-t- man Va.[,, mandfiecturar Contact AMOUKAIVM Validated 1W Validated aldmktld EWI&NOW Ansel a" Version Manulachaar Cooked ErMd,— fi, Licems, Validated 1W Validated Sblftd F13C A —,I A,--d Raulsion 2020 Mnbk Ine. Ehn 116takion ICC E�.Wben S-ace, LLC ICC E-1.0-Service, 01,D3=23 I Z206A 22 01=2023 Appro-el Re%noon 2020 Weyerhaeuser Robiteldmit ]CC E—kidion Sard., LLC 1. Lohrar. P.E. 02102rA211 1 Ott 3rM20 02A3/2021 Approued Afflimartion 2020 Apha Auminum. Inc, josi,she Luis R. Laides, Raw M. lumb. PE 11AVM20 11/1612020 11/2M7020 Approseol cd.goty: Sucicturid Components k952) sea4ws I.I.C. caltaguar5ruct.slComportionts, (253) 924-0470 (606l 8N-3288 cateocry: Panel Iyalls (407� 509-2008 PE-62514 (Tin 317-8454 S.bCaloatur. Tinuss Plate. -,Jdn@Mi co. t205) 599-000 Subcategory. "neel Lumber RbrotBexilmnoeyb. SubCadslocry: Basis Itioloolurninunflinctilbame, Compliance Method: Evaluation Rop9rt Ircen a CmpNwmXdftd: Eeiluston Reportaxorn. se—por, Compliance, Method: EYalusdar, R 00 Irom a Product Evaluation astir Product EmIustion Entity FWdo RegislonadArchitact or a U:.-d Rrid. FLOU14ni &a%" Prenessiceal Engineer Quality A,— A—Qftd for U, Anoteinell for Use knead D.A. QuOy Assurance Approved far Use Approved for Use W" Rift FL"6"44tg Prooludes RI" Product Model. Number or Names lerdid-ASirdisr-Imoni Cornered E,,[,,tl- Cid, kiHVHZ oudiddr, Hyliz assistant P—. 21511 Produed, Model, Mumbarlder Name product Dmrlpkn 4. to HM out" HvHZ fluoustant proates, casette, Assurance Approved for Use Approved fix Use lidded Dedon 1 M18AHS 18 on. high strength muss, connector plate 12131=4 Y" Y" MIA WA 1 Micron- LVL Lart-drated Vimser L—ber a3f3l,2023 No Y. N/A WA Ila E"Ma=" " No produce Untainted- Contract Exalratlan 09, 1, HVMZ Outold, KWMZ Resistant P—, 2 WBSHS 18 ga. supor It igh strength Imes connector plate IWU2024 Y" yes, MIA WA 2 Poralk. PSIL Parallel Sted Lumber OU31t2d23 No Y_ N/A N/A MIA WA I A". At. Until Vented Aluminum aoffW AIPhaA minumitiolid daw Vented Aluminum UWQ023 lu No Y. No WA 3 Let is 1 a go his. —ectes, plis 12Y31=24 Yes Yes MIA MIA 3 4 TirriberStriond LSL TJ Rim Board tarrinstod! Stan 6 Lumber OU31,2023 Shicturst Composite Winter a oriented Strand GY31=23 No Y. No Yes, NfA WA CNIU & Wind Seft Cast & Wood 4 NITI I a ga, high atheigm truss cannector plate 12131=4 Yes Yes MIA WA board Rim Board 5 MT20HS 20 Re. high strangth lim. afor polo I2rJIQM4 Yes Yes MIA WA 5 Weyerhaeuser Rim Board Odwiled Second Board Rim Board 03/3112023 No Yes NA WA 8 TLIS. MIT% 1 a go. hm" connector piates 12131)2D74 Yes Yes MIA WA 7 TL20, MT20 20 9.. tes. cormiset. oistes 12131,2024 Yet Yoe MIA WA March 6, 2023 CD a) ca. 0 .= C5 4-1 0 C 2 C13 0 CU 0 CU > E CU S2 CU Z Z W Mj co C%j CD ,W_ > LLJ C2 " :E c= C2. I- CL. 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PA 1.2 I I _1A1 I - I - Simpson Strong -Tie 2020 FBC Approved Products Updated 12rWMD MMFor direct Inks toalf SST approvals listed below, rLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Marnt43ade County NoUce, ofAcceptance (NCA), CLICK HER FL1112355-117 jai Product Model, Number or Name Product Descrlg= 1 Then Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#NWRO Aw Product Descrilation 1 SD1 D1 12DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDIC112, SD10212 Strong-Drve SD Connector Screw 3 SD9112SS, SD9212SS Strong-Dilive SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221 C1 4, Strong -Drive SDCP Timber -CIF Screw SDCF221 134. SDCF221334, SDCF271958, SDCF272358 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700. SDCP22&58, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400. SDHR27614, SDHR31400. SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134, SDS25200, SOS25212. SDS2530D, SDS25312, SIDS25412 Sbrong-Drrve SDS Heavy -Duty Connector Screw SOS255M. SDS25500, SDS258M 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS. SDS253126S Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strorig-Dirve SDWF Floor -to -Floor Screw FL#1 0007-RB JR.2g.A Product Model, N urn bar or Name Pmduct Descrhation 1 ATR318, ATR1rZ ATRW. ATR314 Threaded Rods 2 ATUD5, ATUDO-2, ATUDS, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 EP318-2, BP112. BP`112-3� BP518-2, BP518-3, BP3/4, BPW4-3, BPRTU03-4 Bearing Plates 4 CNW318. CNW112; CNIA&S, CNW3f4. CNW518-112, CNW3/4-5/8 Coupler Nuts 5 CTUO55, CTLD65, CTUD66, CTUD75, CTUD76, CTUD77. CTUD87, CTUD88, GTUD97, Coupling Tako-Up Device CTUD98, CTUD99 6 N3, NA. N5. NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5. RTUDO, RTUD7, RTUDO Ratcheting Take -Up Device 8 TUD9. TUDIO Take -Up Device 9 TUVV35 Take-UpWasher ID URS3 318" Uplift Rod Run Taclown System 11 URS4 1/2" Uplift Rod Run Tiodowin System 12 URS5 513" Uplift Rod Run Tieclamri System 13 URSO 314" U Pitt Rod Run Tieclown System FL#10441-R6 §MJ Product Model. Number or Name Product Dom ription I DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HDO8, 1-11-10011, HHDO14 Hold-down 4 HOU2, HOU4: HDU5: HDU8, HDU 11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor a LSTHD8. LSTHD5RJ Strop-s" hold-down 7 MASA,MASAP Foundation anchor strap 8 MPA132, MPAI" Strap-s" purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PASS Strap -style purlin anchor 10 PA118, PA123. PA128. PA135 Strap -style purlin anchor 11 STHD1 0. STHD1 DRJ Strap-stylo hold-down 12 STHD1 4, STHD1 4RJ Strep-style hold-down EM= MMFor Simpson Strong -Tie 2020 F13C Approved Products Updated 12FXM20 drect Inks to all SOT approvals listed below, CLICK HER For additional information regarding Fladda's Statewide Product Approval System and Mairni-Dade County Notice of Acceptance INCA), CLICK HERE, 21 LB seriss hangers Top flange hangers available in width of 1-9116" and heights ranging from 5.3ill" to 15-1/6" 22 LBAZ sones hangers Top flange hangers availaild Is in width of 1 -9/16" and heights ra ng ing from 9-3/16" to 13-118". 23 LEG3, LEG5. LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 718" and heights ranging from 9" to 33-lr2' 24 MEG5. MEG7 sones hangers Top flange hangers available in widths ranging from 5-114" to 6- 718" and heights ranging from 9" to 32-117' 25 MIT series hangers Top flange hangers available in widths ranging from 1 -9/16" to 5- 1/8" and heights ranging from 9-11W'to 24!' 20 PF, PFB, PFDB, PFDSE1 series hangers Top flange hangers available in width ofl-9116" and heights ranging from3-3/8" to 7-V8", 27 RR Ridge rafter connector 28 WP set" hangers Top flange hangers available in widths ranging from 1-9116"Ito 7. 118" and heights ranging 9-1/4'bD 32". FL#t011QR5 0 �IIMJ Product Model. Number or Name I ABA44. ASA44R, ABA46, ABA40R: ABA86: ASA66R 2 ABU44, ABU44R, ABU46, ABU46R. ABU5-5. ABU5-6, ABU65, ABU66, ABU66R: ABU88. ABUSBR, ABUIOIO, ABU1010R, ABU1212, ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z. ABW46RZ, ABW66Z. ABW66RZ. ABW7.7 4 AC4, AC4R, ACE4, ACO. ACOR, ACE8 5 BC4, BC46, BC4R. BCS, BCSR. BC8, BCS2-214, BCS2-3/6 e C844. CW, CB48, C868, CB86 7 CBS044-SD52. CBSQ46-SDS2. CBSQ66-SD52. CBSQ8O-SDS2, CBSO88-SDS2 8 CC, ECC. 50CU Series 9 CCQ-SDS2.5, ECCO-SDS2.5 Series 10 CPT44Z, CPT66Z, CP788Z 11 EPB44A, EPB44, EPB46, EPW6 12 r=PS4Z 13 LC844, LCB66 14 LPC4Z,LPC6Z 15 MPB44Z, MPB662, MP888Z 10 PB44, PB44R, PB46, PBW, P868R 17 PBS44A, PBS46. PHS66 18 PBVO'PBV10 19 PC44-18. PC46-16, RC48-16: PC04-18, PC55-16, EPC44-16. EPC48-10, EPC48-18, EPC64-16, EPC88-18 20 PC4Z. PC4R7, PCOZ, PCORZ, PG8Z, PC8RZ. EPC4Z, EPC4RZ EPC8Z, EPOBRZ. EPC8Z, EPCIORZ 21 PPB"-4Z. PPB44-6Z 22 RPBZ FL41 OW�R5 .Ing Product Model, Numberor Name I FJA, FSA 2 FRFP 3 (31-14", GH46-8, GH48-6t GH48A GH410-6, CH410-8, GH66-6t GHW8, GH68-6, CH88. 8, GH610-6, GH810-8 4 GLB5A, GLB5B, GLB5C. GLE35D, GLI37A� GLB7B. GLB7C, GL87D 5 GLIST512, GBLT812, GLBT518, GI;LT616, GLM20, OBLTS20 6 HGLBA, HOLBS. HGLBC, HGL8D 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Desc[W= Adjustable Post Base Adjustable Post Bass Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Ballad column ca" with W1 ranging from 3.114" to 9-11`7 and W2 ranging from 3-51`13" to 7-1/2" Screwed column caps with WI ranging from 3-1/4" to 9-1/7'and W2 ranging frorn 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Pad Base Round Post Base Post Cap Post Cap Post Base Ratrofit Post Bare Product Description Foundation Anchor Flat Retrofit Foundation Plata Girder Hanger Glularn Bearing Plate Gluisum Bearing Plata Heavy Glularn Bearing Plate Heavy Girder Tiodown Universa I Foundation Plate Universal Robcifirt Foundation Plate MM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12rO2O2O For direct Inks to all SST approvals listed below, CLICK HERE For additional into,. ation regarding Flondas Statewide Product Approval bWem and Merril County Notice or Acceptance (1,10A), CLICK HER FLNI 044(1 12" Product Model, IN urn bar or Name Pnoduct Descirliation 1 A21. A23. A33� A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAO Outdoor Accents Angles 3 APB44, APB44R, APVB6O, APBSSR, APB88, APB85R, APB1 010, APBI 01 DR. APVB44, Outdoor Accents Post Bases APVB44R, APVBM, APVBMR, APVBaB, APVB88R, APVB1 010, APVBI 01 DR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A. APVDJT2R-4, APVDJT2-6. Outdoor Accents Dock Joist Ties APVDJT2R-6 5 APHH48, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 8 APL4, APILS. APT4, APTS, APVL4, APVLS, AFVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R. APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledgor Connector 9 CBT2Z. CST4Z Concealed Beam Ties 10 CJT3Z, CJT4Z. CJT5Z, CJT6Z Concealed Joist Ties 11 DJTI 4 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4z FC8 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI. GA2 Gusset Angles 16 H2A, H2.5T, H8, H1 CA-2. H1 OS, H1 4, HGAI 0 HurricansTies 17 HCJITZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 L30. L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30,LS50.LS70,LSOO Skawable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR21D-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 28 LTP4, LTP,5 Tie Plates 27 ML23Z, MI-247, ML262, ML28Z ML21 OZ Angles 28 MMH8 RoofTie-Down 29 MMHC; Hinged Roof Connector 30 MMILU26, MMLU262, MMLL[28. MMLU28-2, MMILU210, MMLL11211, MMLUI39. MMLU1311 Face -Mount Hangers 31 RBC. RBCP Roof Boundary Clips 32 RST-3 Root Tie -Down 33 RTC227, RTC42, RTC27, RTC44 Rigid Tie Connectors 34 STC.STCT,DTC.HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2,Z4,Z44 Panel Stiffener Clips FLM 0447-RS Son # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDSS, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC", HHRCS.2513.25. HHRC5,3713.12, HHRC66 a HRC1.81, HRC22 7 URU26, LRU28. ILRU210. LRU212 8 LSU25, LSSU28. LSSU210 9 TBE4, TBE6 10 TC24. TC26. TC28 11 THA29, THA213, THA218, THA21 8�2, THA222-2, THA413, THA41 8, THAC418, THA422, THAC422 THA426. T HA422-2, THA426-2 12 THA11.81r22, THAl2.DV22, THAl2,1122, THA1222, THAI322, THA13522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SOS3, THJU26, THJU26-W 10 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to all SOT approvals gated below, C LICK HER For additional Informabon regarding Florldas Statewide Product AppmvM Systern and Marni-Dacle County Notice of Acceptance (NOA), CUCK HER FLI111104WRO ISU Product Model. Nurn bar or Name Product Description I ST, BTB, BTH Briok Ties 2 CMST12. CMST14, CMSTC18 Called Straps 3 CS14, CSIS, GS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Called Straps 5 CTS21 8 CompressionFronsion Strap e DSP, SSP, TSP Stud to Plate be 7 H1, H10A, HZ6A, H3, HO, H72, HIO, H16S, H16-2, H16-25 Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2.SDSI,5. HSS2-2-SDS3, HSS2-3-SDS3, H864-SDS3 Heavy Stud Shoe 11 HST2, HST3: HST5, HST8 Straight Straps 12 HTS16. HTS20. HTS24, HTS28. HTS30. HTS30C Heavy Twst Strap 13 HTSOI SKTZ. HTSQ2'OKTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTSIB. LTS20 LightTwistStrap 19 MGT Medium Girder Tiodown 20 MST27, MST37, MST48, MSTOO, MST72 Straight Straps 21 MSTAP, MSTA12. MSTA16 MSTAI8, MSTA21, MSTA24, IMSTA30, MSTA38. LISTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52. MSTC6S, MSTC78 Straight Straps 23 MSTC4OB3, MSTC68B3 Pre -Bent Straps 24 MSTI213, MSTI36. MSTI48, MSTIOD. MST17-2 Straight Straps 25 MTSI 2. MTS1 8, MTS1 8, MTS20, MTS24C, MTS30, MTS3DC Medium Twist Strap 26 NCA2x10-12, NCA2X12-12, NCA2xS-16, INICA200-16, NCA2)02-16 Bridging 27 RCW1312. RCWB14 Wall Bracing 2S RPS18, RPS22, RPS28 Repair Plato Strap 29 RSP4 Stud to Plate Connector 30 SPI. SP2. SP4, SP6, SPS Stud Plata Tie 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 32 SSI.5. SS2.5, SS3, SS4.5 Stud Shoe 33 STU, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST5224, ST6236 Straight Straps 34 T820, TB27, TB30. TB38, TB42, TB48. TB54, T5156. TB60 Tension Bridging 35 TWB10, TWBIZ TVVB14 Wall Bracing 38 VGT, VGTR, VGTL Venable Pitch Girder Tiedowin 37 WS1 08, WBI DOC, WSI 26, WBI 20C, WB143C Wall Bracing Ur"IF ON Product Description I C(3H2 374.5, CBH2.37x7.83, C13H2-37xg.75 Adjustable Hip -End Connector 2 OU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plato 3 HGU3.63-SDS, HGU5,25-SDS, HGU5.50_SQS, HGU5.62.SDS, HGLr7.MSDS, HGUT25. Heavy Hip to Ridge Connectors SDS, HGU9.0"DS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7 00SDS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGUP,DD-SDS Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS41 0, HHUS5_5(1110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adj usta ble Truss H anger Sized for I -Josts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HU001,61/9-SOS. HUC01.81ill-SDS, HUCO210-2-SDS, HUCO210-3-SOS. HUC0310- SDS, HUC0410-SOS, RUC0412-SDS, HUCQ5.2M-SDA HUCQ5-25nl-SDS. HUOQ610- SDS. HUC0612-SOS awame.&Al Simpson Strong -Tie 2020 F13C Approved Products Updated 1260=0 For direct Inks toell SOT approvals listed below, CLICK HERE For additional informaton regarding Flaida's Statewide Product Approval System and Marni-Dade County Notice cfAcoeptance INCA), CLICK HERE, FL#114WR5 AW Product Model. Nuirritter or Name Product Description I HHUS210-3, HHUS210-4 Joist Hanger 2 HRSO, HRS5, HR512 Strap Ties 3 HUCQ210-2-SDS, HU00210-3-SOS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGQ"DS4.5, THGQH2-SDS3, THGOH3-SDS4.5, THGOH4-SOSO Joist Hanger 6 THOW". THOW3-4, THGW4-3, THGW4A Joist Hanger FLXJI473-R6 0 Admit Product Description I DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H18S. H16.2; H18-2S HurricaneTie 4 HETA12. HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAL18, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETA16, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LOT2, LGT3.SDS2.5, LGT"DS3 Girder Tiecloym 9 LTA2 Latera I Truss Anchor 10 ME`rAl2, META16, META113, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAW8, MSTCM40, M8TCMO0 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSNQ0 Twat Strap for Masonry FL#I i4WR5 Ani Product Product Descrictlan 1 DTTIZ Dock Tension Tie 2 HD12� H019 Baked Holdowns 3 HD38, HD5B, HD7R HDRE Baited Holdowns 4 HTT4, HTTS, 1-175-3/4 Tension Ties 5 LTT19, LTT20B. LT1131 Light Tension Ties FL*136MR5 kal Product Model, Number or Name Product DescdR= I SB5/8x24, SB7t8x24, SB1x30 S8 Anchor Bolts 2 SST91 6, SSTB20. SSTB24, SSTB28, SSTB34, SSTB36, SST81 OL, SST820L, SSTB24L, SSTB Anchor Bolts SSTB28L FL*13072-R4 8- X Product Model. Number or Name 1 CMST12, CMST14, CMSTC16, CS14, CSIO, CS18, CS20, CS22 2 HRS6. HRS8, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MST138, MST148: MSTIBC, MST172, SIMST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS215: HTS30, HTS30C 4 LSTA30, LSTA35, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTAP. LSTAIZ LSTA16, LSTA16, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30. MSTW ST6215, STO224, STU. Sr12. ST18. ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST8236 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 SM1.56, SfB1.8I, SIB2.06, S182.37, SJB2.66. SIB2.68. SIB3.12. SIB3,50, SIB3.62. SIB4.06. &84.12, SI`1]14.28� SfB4.75,SrB5.50 13 StEA2.12(8. SIBA2.12fl 0: SIBA2.12fl 2. SBA212/14, S/BA4.1 M: SIBA4.1 Ott 0, SMA4.18112, WBA4.18114 14 S/H1A 15 SIHDBS, S`HD8B, SA4DIOS: S(HDI0g, S/HD15S, SA4015B 16 SIH DU4, S(HDUB, StHDUO, S/HDUI 1 17 SJrJCT. S1HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Straps 43 mill (18 ga) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Steps 54 mil (16 go) Straps 88 mill (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Pmduct Descriation Concealed hangers Face-mou nt (DU, DHU) and top-liange (DHUTF) hangers available in widths ranging from 1-9/16'to 3-9116" and heights ranging fromg-118" to23-15116"- Face-mount hangers Frioa-mount hangars available in widths ranging from i-518'to, 7. W" and heights ranging from 5-U16" to 12-718". Face -mount hangers Face -mount hangers Skowed face -mount hangers available in widths ranging from 3. 118" to 5-1/8" and heights ranging from 4-314" to 15-314". Concealed flange version (HSURC, HSULC) avallablee for all double 2X and 4X models; only acute flange is Concealed. Foloo-mount hangers Face -mount hangers available inwidths ranging from 1-9116'to 7- 1/2" and heights ranging from 2-716'to 19-114". Concealed flange verrion (HUC) available for all models having width equal to or greater than 2-Q116" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3WMD For drect Inks to all SST approvals listed below, CLICK HER For additional information regarding Flarides Statewide Product Approval System and Mem-Dade County Notice of Acceptance (NCA). CLICK HERE. 18 SfLBVI.56. SILBVI,81, SILBV2.06, VLEV2.37, VLBV2.58, SILBV2.68, SILBV3.12, Top Flange Joist Hangers SfLBV3.56, SILBV3.62- SILBV4.C6. SILBV4 12, S/LBV4.28, SIL BV4.76. S/LBV5.60 19 SILTT20, SFDTT2Z, SIHTT14, HTT4, HTT5 Holdowns 20 SIMSTOO, &WT72 Straps 118 mil (110 ga) 21 SP4, SP6 Stud Plate Tios 22 SSP, DSP, TSP Stu d Plata Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Con nectar FL#t3904-RS 4W Product 1 CCQWG.82-SOSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, OCTOM4.82-SDSG. CCTQM5.50-SDSG, CCCQM!1.62-SDSG. CCCOM4.62-SOSG, CCCOM5.50-SOSC 2 ECCLOM3,62G.KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT. ECCLLQM04.62G-KT. ECCLLOMD5.500-KT. ECCLRQMD3.62G-KT, ECCLROMD4.62r.- KT, ECCLROMD5.50G-KT 3 HGUW.25, HGUM5.5a, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26-2, LGUM2r-3. LGUM20-4, LGUM28-2. LGUM28-3, LGUM28-4, LCIUM210-2, LGUM210-3, LGUM210.4, LGUM48. LGUM46. LGUM410 5 MBHA3-12/9.25, MSHA3.12ill.25. MBHA3.56f7 25, MBHA3.5619.25. MBHA3.56111.25, MBHA3.56111.88, MBHAS.5&14, MBHA3.58JIG, MBHA3.58)18. MBHA5.5w.25, MBHA5.50M.25, MSHA5.50111.25, MEHA5.50111.88. MBHAS.50/14, MBHA5.50/16, MBHA5.5011 8 6 MBHU3.5&9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.5&14, MBHU3.50/16, MBHU3.56116, MBHU66W9.25, MBHU6.50111.25, MBHU5."1,88. M81-11-155a/14, MSHU5.50116, MBHUS.50118 FL#13976-RO Sect If Product Model. Numberor Name 1 SDW22_3W, SDW22338, SDW22430. SOW22458, SDW22500, SDW22e00t SOW22638, SDW22834 2 SDVX15450: SDWC15800 3 SDWH10300DR SDWH1O400DB. SDWH190WDB, SDWHI9i SDWH191000DB 4 SDWH274ODG. SDWH278003, SDWH27BODG. SDWH271ODDG, SDWH2712D0G 5 SIDWS162112. SOWS16300, SDAoS16312, SDWS1 0400 a SDWS19800, SIDWS19712, SDW,922400,SDWS2250C.SoWS22512, SDWS22BD0. SDW=800, SOWS22900, SDAG221 000, SOWS221 100. SDWS221200, SDWS2215DO 7 SDWW300DB. SDWS2240008. SDWS22500DB. SIDWS22600DB, SDWS2280013B, SDVVM1 0000B 8 SDWS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS. SDWS27600SS, SDWS278ODSS. SDWS271 COOSS. SDWS27120OSS 10 SDWV13400 I I STN22 FL11015363-11113 §M1 Product Model. NuMber or Name 1 AS 18. AS 1 &W, AS 18SO 2 AS 201-15 3 AS-20 4 ASHP FLOI 5730-R4 Adal 1 FT -HP 2 GAC, GDP. GDPM-50, ODPM-75, GDPM-100, GOPS, QW-50, GW-76, GW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PIN\NP-W, PDPAWIL, PDPAWL-MG, PSVLS, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top F lange Beam Hangers Masonry Beam Hangers Product Desed2M Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Stong-Drive SDWC TRUSS Screw Strorig-Drive SDWH TIMBER-HEXSorew Sbrong-Drive SDWH TIM13ER-HEX HDG Screw Strong-DrIve SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Intenor Grade) Skong-DfiveSDWS TIM13ER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong-Dirive SDWS TIM13ER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Aecents Hex -Head Washer Firciduct Dewription 18 Us. Truss Plates 20 ga. High Strength Truss Plata 20 ga. Truss Plate Hinge Plate Connector ProductDoscriortion Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powcer-actuated fasteners. threaded studs, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to All 88T approvals listed below, For additional information regarding Florida's Statewide Product Approve! System and klamZade CounlNotice, Updated 12f3(W2020 �af Aooep�tanee (140A). CLICK HERE� 11 HUS, HUSC sorles hangers Face -mount hangers available in Widths ranging from 1-518"fic, 3- 9118" and heights ranging from 4-5116"to 11". Concealed flange version (H USC) available for models having vkth equal to or greater than 3-9/16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" 6D 3. 5f8" and heights ranging from 9-11-Vto 16'. 13 LOU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 14 U.124, LU26, LU28, LU210 Fawmount hangers 15 LUC267, LUC21 02 Face -mount hangers 16 LUIS series hangers Face -mount hangars available in widths ranging from 1-9116" to 4- 518" and heights ranging from 3" to 10-15116' 17 MGUS.63-SDE� MGU6.25-SDS, MOU5.50-SIDS, MGU5.82-SDS, MGU7.OD-SDS Face -mount hangers IS MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 1/8" and heights ranging from e-15t16" to 19 MUS26. MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC senes hangers Skewed face -mount hangers available in widths ranging from I - 9116" to 3406'and heights rainging from 3-11M WiD 13-31,11". Concealed flange version (SURC, SULq availati4e for all double 2X and 4X models; on ly aculte flange is concealed. 21 U series hangers Face -mount hangers available, in widths ranging from 1-9/16" to Wand heights ranging from 2-50to 11 -1/4", FLUI 01,117-fild lag Number or Name Product Description I series hangers Top flange hangers available in widths ranging from 1 -WIS"to 7- 1/8" and heights ranging from 7-1/8" to 517. 2 DGSF series hangers Top flange hangers available in widths ranging from 3-5/6'to 7- 1/8" and heirghts ranging from 9-114" to 24". 3 DGF series hangers Top flange hangers available in widthe ranging from 1 -1 0to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF senes hangers Top flange hangers available in widths ranging from 1-314FI to 3_ 5/8" and heights ranging from 9-114!'to 24' 5 E35, EG7. EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to S 7/8" and heights ranging from 11" to 32-1rZ'. 6 EGO series hangers Top flange hangers available in widths ranging from 3-&V'lo 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to S-71IT' and heights ranging from a-1/2" to 29'. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" lo 7- 1/8" and heights ranging from I I" to 32'. 9 HEIserlashringers Top flange hangers available in widths ranging from 1 -9116" to 7- 112" and heights ranging from 8" to 3W 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114!'to 5-718" and heights ranging from 10-112'to 29'. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1X'llo 8- 7/8" and heights ranging from 7-117'to 3Z', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/W'io 7- If8" and heights ranging from 1,Vto 33'. 13 HIT senes hangers Top flange hangers available in widths ranging from 2-5116" to 3- 9/iff" and heights ranging from 1 S!'ho 211 14 HUSTF series hangers Top flange joist hangers availabLe in widths ranging from 3-1/8" to "116'and heights ranging from 5-3/8" to 13-118", 15 HUTF, HUCTF series hangers Top flange hangers available in widthis ranging from 1-9116"lic, 5- 1/2" and heights ranging from 3-7/16'tD 15!'. Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 18 HWP series hangers Top flange hangers available in widths ranging from 1 -911 6"to 7- 118" and heights ranging from 5-3/6'to 2&', 17 HWPH series hangem Top flange hangers available in widthis ranging from 1 -9116" to 7- 112" and heights ranging from 5-316" to 3Z'. 18 ITS series hangers Top flange hangers available in wdths ranging from 1 -9116'to 3- SM" and heights ranging from 9-11W to 16'� 19 J13 series hangers Top flange hangers available in width of 11-9/16"and heights ranging from 5-3/8" to 7-114", 20 JBA series hangers Top flange hangers available in Width of I,gtlfr'and heights ranging from 9-311 V'to 13-1/8" MMMM Simpson Strong -Tie 2020 F13C Approved Products Updated 1ZI"20 For direct Inks to all SST aipprovels listed below, CLICK HER For additional information regarding Flanders Statewide Product Approval System an d Marni-Dede County Notice of Acceptance INCA), ggi&99. 5 SET-XP Adhes"we Anchor for concrete 8 Strong-Balt 2 (ST82. STB24SS, ST B2-68S) Strong-Soll: 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSOSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel. or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD5OM4RC) Titan HID Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25168RH. THDB3715SRH, TH037212RH, Titan HID Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL*l 6230-RO =A 1 AT-XP 2 Et -HP 3 SET-XP 4 Shoing-Bolt 2 (ST82) 5 Titan 2 (771,12) 6 Titan HD (THD-H4SS. THD-H6SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 §W Product Model. Number or Name 1 X3.4BI01MK XIS1016, X1 BI 0184K X01S1018, XQ1 81 0164K 2 XL011 JIT1224� XLQI 14BI224-2K 3 XMQ1 14SI 224. XMQ1 1481224-2K 4 X0114$1224. X01 141211224-2.5K, X1 14SI224, =1 2SI224, XQ1 12B1224-2K 5 XU34SI 016, XJ3481016-5K FLNZ&320mRO 0 Allial Product Modal. Number prNarne 1 DSSCB43.5, DSSCB46, DSSCM, DSHS 2 FCB43.5, FC845.5. FCB47.5. FCB49.5, FCB411,5 3 FPHSD34S101O, FPHSI)3481018, FPHS03481016-5K, FPHSD34S1214, FPHS034B1214. FPHSD34BI214-5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2,25, SFC4 25, SFCO.25 5 LSSC4.25, LSSC6.25, SSC2.26, SSC4.261 SSC6.251 MSSC2.25. MSSC4.25. MSSO6.25' MSSC4.25KW, MSSC6,25KW a RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW6.6S 7 SCB43.5, SCB45.5, SCS47.5,SCB49.5, SC941 1A MSCS45-5, MSCB47.5 8 SCS32-5197. SCS62-647, SC,902-511 1 S. SCS82-5/118 9 SCW3.25, SCW55 10 SJC8.25. SJC10.25, MSJCS.25, MSJCID.25 11 SSS3518 12 XLSH34BI 414, XI_SH78B1 414 13 XQ1 SIDI 8, X01 B1 016-4K. )(01 S1 2114. X01 81214-3 SK, XQ78S1 224, X07BRI 224-3K, XQ1 1 4SI 2241 X01 14211224-2 SK XQI 12SI 224, XQI I 281224-2K, )(3413101 e-5K XI S1 018, X1 B101 64K X1S1 214, XlB1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive far masonry SET-XP H igh-Strength Epoxy Adhesive for masonry Strong-Balt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steelwith hex head, and 316 stainless sbe6 with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Dewription #10-18 Strong -Drive X Metal Sag -Drilling, Tapping Screws with #3 Drill Point #12-24 Stro ng.D6ve XL Large -Head Metal Sol -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Mediunr�Head Metal Salf-Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 D611 point #10-18 Strong -Drive XU Metal Sel-Drilling, Tapping Screws v411h #1 Drill Point Product Description Bypass Framing Dult Strut Connector Bypass Framing Ftxed-Clip Connector #10-15 a no #12-14 Srong-Drive FPHSD Framing-to-CFS Sell - Drilling. Tapping Screws Steel Framing Connector Steel Slud Connectors Rigid Knee Wall Conreator Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-uli-Wall Slide -Clip, Connector Steel Joist Connectors Bypass Framing SlklewCfip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18; #12-14. and #12-24 Sh-ong-Drive X Metal Set -Drilling, Tapping Screws 40 a) (D (n -Cu > (D 0 0 0)0 cu 0 CU 0 CU Cn 0 C= CU = C) 0 .- -4.- CU U_ %'_ 0 M > Cn Cn E a) _10 CIO "0 0_ CU -0 I-, Cl) W mi MJVPINI� cm 13-1 cul C_ c= CC C.J A2 44 fn cl; 4= CC tic W go E CD C2, -CC W 3: cc as W 4J (1) im r= co CJ C, Cn E :3 "gifiggg-11111 0 Cn ICU 0 L_ CL CL 0 0 L_ CL (1) 0) CC ICU W < Z SHEET NO. PA 1.3 J .11 I L I I --_ v rn'[rr um ..•! [-•[•� rq _ 1 I 1--- _- - 1 ! __. _._1 II I I. II � IIl I 1. A� W Cn -CD irtiAtMl•ra aE ,1�DADECQiJN TY EM PRODL CTCONTROL SEC H02N FGT Industries, Inc. PGT Industries, Inc. CI) �W C- PGT Industries. Tat. ai C:)- 0 0 rtatl2 9w 26 Sinner Parr 309 NOTICE OF ACCEPTANCE: EVIDENCE SLTB..N TTED NOTICE OF ACCEPTANCE: EVIDENCE SLB111TTED � CU DEPART Dff OF AEGUI ATORYAND ECO-NOWC RESOURCES MM) 93i, Florida 33I75-2474 utoARn AND CODE AD3�tr5TRATiONDIY7SrO!N Trial, c�iaa�ade NOTICE OF ACCEPTANCE: EVIDENCE StB3IlI rED . U -a pis err NOTICE OF ACCEPTA.''NCE (VOA} 1. Evidence submitted under previous YC?A D. QUALITY ASStMI k TCE Q CD = Ca .Cn A. DRAGS B. TESTS continued ( ) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ N -p U O � � PGT iathtstrics, Inc. 1070 Technology- Drive, 1. Man tfactu r&s die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 0 - (D C)- � North Venice. FL 3 275 (Subm hued under: WA N"o.11-01 b7 04) 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 E. 3dATERLAL CERTIFICATIONS C 0 LL SCOPE: 2 Drawing No. biD-5570.0, titled "Vinyl Sliding Glass Door NOA a W, streets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice ofAcceptance No. I5-0528.14 issued to Vision Extrusion Limited for their � 0 -- ,- CU This NOA is being issued under the applicable rules and regulations governing the use of constxuctionmaferials_ The throuugh 21 of 21, prepared by ufactutrer, dated 10,1051I5, with revision A dated 4) Large Illissl a Impact Test per FBC, TAS 201 A4 `tii'hhie Rigid PV'C Exterior Extrusions for W�mdows and Doors ,dated 08113? 15. , rn co O O � documentation submitted has been reviewed and accepted by Miami -Dade Coutt_yRER Product Control Section to 04/05117, signed and sealed by A_ Lynn Miter, P.E. 5) Cyclic Wind Ps 'e Loadingper FBC, TAS 203-94 � on 093WI9. i beuxset! lVlrami Dade :� ortlter�$ w>e tr11d ay me AuOuonty having Jet► cA Force E>l Tom. p� FCC TAS 20_ 2. Notice of Acceptance Na. I6920,0 issued to Vision Eton Limited f ter `1-E cclu) o s This NOA shall not be valid after the expiration date statedbelow. The MiamiIDade County Product Control Section B. TESTS along with marred -up drawings and installation diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (ti on-Wlite) Rigid PVC Exterior Extrusions for U) Q (In KamiDade County) andiorthe AW (m areas other than 141iamiDade County) reserve the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11,�0615- signed and Windows and Doors". dated 121'08r'16. expiring on 12129121_ product or nuftrial tested for quality a-svrancepusp�s. If this product or material fails to peifxm in Ste accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ {Test report revised on 12,'04115 and 02`11i 16) 3_ Notice of Acceptance No.15-0528.15 issued to Vision F. mmsion Limited for their manner, themamrfattinw will incurthe expense of such testing and the AHJmay immediatelyrevoke, mo dify_ or 3) Cynic Wind Fr rnre Loafing per FBC, TAS ?03-�►►4 6_ Test refit on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for �e use of such product or material within their jurisdiction. RER reserves the fight to revoke this along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 Windows and Doom", dated 09113115. expiring on 09/301'19. accetsuspend acceptance_ if it is determined byl�Isami-Dade Canary Product Control Section that this product err material fails to meet rite requiraneats of the applicable building code_ by Fenestration Testing Lab, Inc.. Test Report No. FTL 8717, dated 12;'07i15, signed and 3) Water Resistance Test, FBC, TAS 202-94. L� 4_ Note of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, "T This product is approved as described herein aadhas been designed to comply with the Florida Building Code_ sealed by Idalmis Ortega. P_ E. (Test report revised on 02 4 5A 6 and 02,24j16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their MN 3040 and Lighter Shades (Non -White) Rigid FVC Exterior including the High Velocity Hurricane Zone 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic WindPressurre Loading per FBC, TAS 203-94 Extrusions for W, meows and Doors" dated 09115r 16, expiring on 02i)4t21. Ii£,iCRIPTdON: Series �';570J2 770" i'ai�-1 Sliding G[la:ss Boor (Reinforced) wlwo 9(i° � I3.5o ca�ea�s-L �Vdi. 2) Uniform Static Air Pmss•nre Test, per FBC, TAS 202-94 along with marked -up and installation d of 1 slid' s door, P �8s � �Y � PreP�'� 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutes USA, "Bronze APPR03 DOCUMENT- Drawing Il Rey B. titled "Vinyl Sliding Glass Dognor sheer V3Dted 3) Water Resistance Test, per FBC, TAS 202-94_ by F�ion Testing Lab. Inc., Test Report No. FTL 9552, dated 12AAII5, signed and. Inc. for their and Lighter Shades of Cap Coated Rigid PA'C Exterior l dated l err P 15 and oast revised on On ed an sealed 1 a nifa tug I 1 through 21 of P.E.- wit1. signed and sealed by 4) Large Missile I t Test per FBC, TAS 201-94 5 Cyclic Wind Preset LoadingFBC, TAS 203 ) � � sealed by Idalmis Ortega, P. E. (Test report revised on 021r15P.016) 7. Test 2- report on 1) Umform Static Air Pies Test,. FBC, TAS 20� 94 Extrusions for Windows and Doors" dated 09,1916, expiring on 04,116120. 6. Notice ofAcceptance tance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, �P ii-Dr, amp A. Lynn Illirller, P_E_ _ bearing the Aiiami-Dade Gotsntyl'raeiuct Controa Revision stain withthe Notice of be bearing the 6) Forced Entry Test, per FBC, TAS 202-94 per 2) Large Missile Intl ed Test per FBC, TAS 201-94 Inc. for their ° Ulike Rigid PVC Exterior Extrusions far Windows and Doors" dated Acceptance number and expiration date by the Mami-Dade Cauay Product Control Section along withmarked-up drawings and installation d iagiam, of vmyI sliding glass door, prepared 3) Cyclic Wind Press Loading per FBC. TAS 203-94 09/10117, expiring on 02 28/18. 111SSILE LIP ACT RATL` G: Large and Small3%sile Impact Resistant by Fenestration Testing Lab, Inc- Test Report No. FTL 8_5`t6, dated l 1106115. signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, premed 7_ Test reports No(s). 10-002-7921(A), I O-O& 4L0527. 535 753-09. per ASTN E-84, limitations: 1 _ Seeatable 1 (sheet 2) and table 2 (streets forappiicable SGD unit arras, design pressures, reinforcements types. sealed by Idalmis Ortega, P_ E. (rest report revised on 01104/16 and 021112016) by Fenestration Testing Lab. Inc., Test Report Nm FTL 6638 (samples A-1 thr . A-22), dated ASTIVID 1929 and ASTU -635. issued by EXOVA to Vision Extrusion for cellulosic glass types, sillriser (see tables B-1 & B-2. sheets 7-8) and anclrar layout sheets requirements in 11 thru 16_ 3. Test Mort on 1) Air Infiltration Test, per FBC, TAS 202-94 1119 10, signed and seared by Jorge A Canso. P. E_ (Submtitted render:�' 1V'o.11- composite material. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) writs' Rigid PVC to be 2) Uniform Static Air Pttxs�re Test, per FBC, TAS 202-94 U1 ti7 t13) (Sub under 1V 0.4 A�o.11-0107. 04) ( r labeled per re€erenced NOA'srequiremests. 3) Water Resistance Testa, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 8_ Notice ofAcceptance No. 14 09I6.11 issued to Kunaray Amnia., Inc. for their 3. Egress operable doors must comply with min clear width or height per FBC requirement as applicable. 4) Large Missile Imp2ct Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Senti-yGhslt (Clear and White) Interbyer". expiring on OT04118. 4. Pocket walls under separate approval, to be revieuedby Ehuldniag official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice ofAcceptance No.16-1117.01 issued to Kutaray Amerka, Inc_ for their LABELING: Each unit shag bear a pennanent label with the maw&ctuzrees name or logo, city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile InVact Test per FBC, TAS 201-94 `Tresifolt• Ultraclear. Clear and Color PNB Interlaverf expiring on 07-108il9. following sta6ement: °'l&ami-Dade County Product Control Approwdl', notes herein. along with marked -up drawings and instWhtion. diagram of%nnyi sliding glass door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-+94 REN-£it AL of this NOA shall be considered after a reaevM application. has been filed and there has beeano by Fenestration Testing Lab, Inc., Test Report No_ FTL 8547, dated 12/ 4115, sighed and 6) Forced Entry Test_ per FBC, TAS 202-94 F. STAT13K TS change is due applicablebuilding cadeaegativeiy affecting rite perfaantance ofthis product- sealed Idalmis Ortega, P. E. est revised on 02J1511 �Y � � � a�sltg with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 1_ Statement letter of conformance with FBC-5& Edition (2014) and FBC-6*Edition TERAIL1 ATION ofthis NOAwill occur a&n the expiration date or if these has been a re%ssion or change in the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (20171 issued by manufacturer, dated OW14117, signed & sealed by Lynn Miller, P.E_ materials, use, an&or m.aindictue of the product orproaess_ Misuse ofthis NOA as an endorsement of any product, 2) Uniform Static Air Pressure Test: per FBC- TAS 202-94 12106,40, signed and sealed by Jorge A. Caruso, P. E. (Submu7ed under A10_4 Xo.11- 2_ Statement letter of no financial interest. dated 04!1811 T issued by manufacturer. signed mi for sales. advestising or any odri purposes snail automatic ally terminate this NOA. Failure w co wplywith any 3) Water Resistance Test, per FBC. TAS 202-94 tit t17 tin) & sealed by Lynn Miller, P.E_ section of this NOA shall be cause forteminattion andremovnl ofNOA. 4) Large I1sile .hart Test pet FBC, TAS 201-94 3_ Letter of lab compliance, part of the above test reports. LDSERTISE-NE NN-T • The NOA numbet• preceded by the worth ?Miami -Dade County, Florida, and followed by the 5) Cyclic Wind Press= Loading per FBC. TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No.17-0387, dated 05f05 (17, signed by Ishalq Chanda, P.E_ expiration date maybe displayed in advertising literature. If anypottionoftheNOAis displayed. then it shall be 6)Forced Entry Test, per FBC, TAS 202-94 1_ Anchor verification calculations and suuctural analym, c writhFBC-27014, done in its entirety. along with marked tnp fi t *rugs and installation diagram of vinyl sludi glass door, praepatred pad icy PGT, dated 121093 San last revised on 02<'15.i16- sigma and sealed by G. OTHER N Lr SPECTIQ? : A co of this entire NOA shall beprovided t4 the user b fire matiufarntrer or its distrtlrutors and 1?Y p y by Fenestration Testing Lab, Inc., Test Report No. FTL 8548. dated 11,04,15, signed and AnthonyL Miller, P.E. (Submitted unde•sI Qt Ne.15 I210.01). 1_ Notice of Acceptance N'o.15-L10.01, issued to PGT Industries, for their Series N shall be available four inspection at th'1ob site at the request of the Building official. sealed by Idaltuns Ortega, P. E. (Test report revised on 01066 and 02111116)_ 2. Glazing eQ111�?Lies R'ith ASTMS-130t1-09_ _ -557012770" Vinyl Sliding Glass Door (Reinforced) -L.M L". t�rprtng on 04114:21K/ , This NOA revises & rtnevm 2wUA;020-04_9.05 and consists of this age l and e-,5dence pages E-1. E-_, E-3. E-4. � r i v *� � E-5 & E-6 as well as approval document mentioned above, L haq L Lhaada, P.E. Ishaq L Chorea, P E. ishaq I. Claada, PE. >- Q u o •- o m � � The submitted documentation was reviewed b Isla L Cho nda, PE. y q Product Control Unit Supervisor Product Con&ol trait Supervisor Product Control unit Supervisor -o m x "- �'O?► Na.:I-dI205.63 NOA -No. 21-0205.03 NOA No. 21-0205.03 NOA No. 21-0205.03 "- .N C n- M c .. CNA44�CWK" Expiration Dater April 1�, 2026 Expiration Dote: April 14, 2026 , 2 ' Expiration Date; April 14 0.6 Ex ration Date: i4 0_6 Expiration April , : 2 ,„ c ' 1 �w s?t►�-� �pprflS31I DRte:htarek .�- �,., 0,.1 ApprovalDa#e: SSarch,..a,.0.i ' ADa -Approval tel 'Ifarch 25, 2021 Approve 1 Dar: Alarch 29, 2021 s c Pape 1 E -1 E -2 1-3 C u 4 3 ; u a •� G o N Q.O C E R d V O PGT Industrit% Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIBMI TED NOTICE OF ACCEPTANCE: EVIDENCE SITBNUTE.D NOTICE OF ACCEPTANCE: EVIDENCE SLB3IITIED 2. Evidence Submitted ender previous submittal E. KA ERIAL CERTIFICATIONS (continue) 3. N Evidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conducti%,* A. DRAW 1NGS 0.881 BTU-ia1 fur.-#1=-'F, ASTM F 1249 WVIR Pass, ASTM D3985 Oxygen -Pass, AS1M E A. DRA'%4TINGS 1. Drawing No. MD-5570.0 RerB, titled "Vinyl Sliding Glass Door NOA (114' sheets 2190 I.G. DurabilityNo Fog Pass. (Subxirtied under preriaus .NO 4 Xo.1 S- 409.05) 1. Draining No. NID-M70.0 Rev B, titled ` Vinyl Sliding Glass Door NOA (LW, sheets 1 1 through 21 of 21, prepared by manufacturer_ dated 10,'05115 and last revised on fluough 21 of 21- prepared by manufacturer, dated 10105.115 and last rmised on 0210121_ 04,"?220, signed and sealed by A_ Lynn miller. P.E. 6. Quane3c Part Duraseai complying with ASThI CS 18 Them3al Conductivity 2.22 BTU -in,* �g sealed by A. Lynn Miller, PF P.E. lug_ ft--F, ASTMF 1249 W'VIR Foss, ASIM D 1434 Argon Perm�eance-Past AS'IIv1 E Note: This revision consists replacement of same existing installation screuf with flat head_ s� B. TESTS 2189 LG_ Durability No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Strbm rated under .NO.4 IV a 1 S-0469.05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7_ Vision Extrusions- Ltd_ Parts comp4mg with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test_ per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVQ Exterior Profiles for Vision Extrusiansl, Ltd. VEX-1 by 1. None. .� 4) Large. Missile Impact Test per FBC, TAS 201-94 AAI IA Fenestration Exterior Profile Certification Program (Subnowd under 1V0.4 Na 15- C. CALCI4S E 5) Cyclic Wind Pmssm Loadingper FBC. TAS 203M 0409.05) 1_ Noire one- N along with marked up drawings and i Matron diagram of all PGT Industries, Inc. S. Vision Extr ions, Ltd. Parts complying with Plti1VC-AAk 303-13_ -6-0 representative units listed below and tested to qualify Dowsld 791 and Dowsii 993 silicones, (Subr i-Ned under.MO 4 X6.1 S-tunas►. 05) D. QV%AL.M ASS11LANCE (1) prepared by Fenestration Testing Laboratory, Inc., Test Reports No_: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Cluleoride (PVC) Exterior Profiles for Vision Extrusions, Ltd= VEIL-1 by AAMA Fenestration Fxtedor Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-7897, PGT PUT5520 PVC Fixed Window (unit 6 in proposal), dated 09,03114 a) FTL-20-2107.1, PGT SGD780 Ahumimun Sliding Glass Door (unit 7 in proposal) FTL-20- Cestification Pr•ogrim- 2107.2, PGT CA740 Alum 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 E, XXTERL4L CERTIFICATIONS CU 2107.3, PGT PW7620A Aluaintum Faced Window (unit 9 in proposal) and FTL-20-2107.4, their --Tan 3040 & light shade (non -white) li hite Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 19-0305.02 issued toKuraray America, Inc. for their > PGT PW7620A Aluminum Fined Window (unit 10 in proposal) dated 07i 13/20. all signed Windows and Doors", expiring on 010411. "TrosifaK• Uitraclear, Clear, and Color PVB Glass Interlayers", egg on 071 ap-4. � O and sealed by Idalmis Ortega. P_E. 11. Notice of Acceptance No. 18-0122.02 issued to Enesgi Fenestration Solution, USA, Inc, for 2_ Notice of Acceptance No.17-0808.02 issued to, Kuraray America, Inc. for their '"lite) > Q their series `''Mike Rigid PVC Exterior Extrusions for Windows and Doors"- expiring our "SentrTG}as (Clear and Glass Interlayers", vq img on 07104'23_ t� C. CALCULATIONS 02J2823. 3. Notice ofAcceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Brown O Q 1. Anchor verification calculations and struuctrral analysis. complying with FBC 76 12. Notice of Acceptance Na_ 20-0203.03 issued to Enesgi Fenestration Solution, USA, Inc. for Coasted (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020). dated 014122�`20, prepared by manufacturer; signed and sealed by their Bronze &light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 09130124. � U Anthony Lyme Miller. P_E_ Windows and Doors, expiring on 04 &25_ 4_ Notice ofAcceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series 2. Grazing complies with ASTIi E 1300-04, -09. -1.2 and -16. "V'E 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior D. QUALM ASS'URAJNCE F. STATEMENT'S Extrusions for Windows and Doors-, expiring on 1217.9,21. 0 Miami -Dade Department of Regulatory .and Economic Resources (RER). 1. Statement Letter of oanfonnance to FBC 7& Edition (2020), dated 0422.120. issued by s- 0- wanufactmff signed and seabed by Anthony Lynn Miller. P.E. F. STATE.IfEN'TS E. 3LATERL4;,L CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by manufacturer. dated 1_ Statement Idler of conformance to FBC 76 Edition (2020), dated 02101,21, issued by 1. Notice of Acceptance No.19-030-5.02 issued to Kuraras America. Inc. for their 0411820, signed and sealed by Anthony Lynn Miller: P_E_ man ifacturer, signed and sealed by Anthony Lynn Miller, P_E. Cl) "Trosifoil, Ultraclear, Clear, and Color PXB Glass Interbyers . expiring on 3. Private Labeling Aft document between PGT. dated 03:30115 and signed by all 2_ Private Labeling Aft dated 03.08121 between PGT Industries, Inc. and CGI CU 07i0&24_ involved parties Windows and Doors Inc., signed by Dean hi Ruark, P.E., V.P. Engrnemng, on behalf of U m 2. Notice of Acceptance No.17-0803.02 issued to Kula au av America, Inc. for their both companies. Q "Send Ghst (Clear and White) Glass Illterhyel'S-', expumg on a7,0423. G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision ftwisions Limited for their 1. This NOA revises NTOA## 17-0420.06 (PVTcw)CGI) and updates to FBC'2020 (7& Edition), G. OTHERS Brown. Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04{2121_ 1_ This NOA revises & renews NO.A `_a-0429.05 (PLA vir/CGI), expiring 04114/26. for Windows and Doors"- expiring m 09430,24_ 2_ RER Test proposals #R19-1155 dated 01110.220 approved by Ishagl. Chanda_ PE, expiring 2. 1he current associated PLA CGI file. #21-0205.01, expiring 04f 14126. O CU 4. :Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their "VB 04,114!21 _ �� w � seines 1000 Tan 202 and Bolter shades (?pion-W hke) Rigid Cellular PVC j ; ;,,, ` • ; t ., n. C� � � g Exterior Extrusions for Windows and Doors". expiring on 12,29121. t; Gee 1 �1en !s t � ¢ I"q L iCkanda, P.E. Ishaq I. Chanda, P.E. Z J IsLaq I. C1anda, P.E. Product Control t.'=air Supervisor Product Control Usk Supervisor Z Product Control knit Supervisor X0A No, 21-0205:03 NOA No. 21-0105.03 ¢ NOA No. 21-0205,03 Expiration Date: April 14, 2026 Expiration Date: April 14,2026 J Expiration Date- April 14, 2026 :Approval Da te: hlareh US, 2021 Approval Date- March) 2:a 2021 d Approval Date: March 25, 2021 E -5 E -6 E -4 SHEET N0. March 6, J2023 PA 1 ■ 1 J-_ I LL MIAMI'U MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miiamidade.goy/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hetmy A. Makar, P.E..,, M.S. CML4MK"=MW0EC0UNTY,�fZ✓u✓'"_NOA No. 20-0630.15 Expiration Date: 09/11/2023 ogA Jl1 wo Approval Date: 08/20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mrami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611 & 12 " Lintel Safe Load Tables', sheets I through 3 of 3, prepared by Craig Parrino, P. E , dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"Linlei Safe Load Tables`: sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision ##1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haman, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P. E , signed and sealed by Craig Parrino, P.E. 2 Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATIONS 1. None. r � r elmy A. Makar, P.E., M.S. Proiduct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Ifiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. CY Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 , 6 ., & 12 Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By bliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and seated by Craig Parrino, A D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA., Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _% Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-3 ^W W C � _ CD O O � U a) CU L CU (U .O ff1 o C a) M c O _O 4— LL ter-- O CU > .� E O � O C/) Q Q a z z W J .r— d �- 1= 2 C CL ca i 6� CL Y v a3i E C e 3cc =.2 a' > o c N C 10 - d -F—+ CD CD i Cn co 0 CL 1L Q Cv Cf) Cif m Q 0— CU W Q Z J Z Q J IL March 6, 2023 SHEET N0, PA 1.5 I .1 I- 11, F.1-1-11 - I, -....- "', -!L-L��- ,-I 1, I -- -- I - I - - - - ---- -- -- I 1-i 11 - I I - - I - I I" * -l"MITTI1111" I - 771 "T'll"Ill - /IT d ECO imc. - ' \ TILLIT TESTING A ENGINEERING COMPANY -- -- -- -- WAI.rRR A. TTLLM JR., FE. tate J1, ��.Qcl " "'PL C , L; K.. 00%719 PRODUCT EVALUATION REPORT REPORT II 20472111.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATECORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLQ 4800 S.W. 61 Street Devie, FlioncIA33314 1 . PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafter A. THIlt Jr., F.E. (System ID # 1 906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Depa irtment of Business and Prothisslonal 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 lintended 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 offect Its limitations and conditions 2. JEWDENCE SUBMITTED 2.1. PRODUCT EVALUATION DOCUME-1111117-liP.E.D.Is Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrut 26 of 26 prepared by Tifteco, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part ,jA,JP,1,s Evaluation Report. oltil It"O" ',IiI Jl r/j, %, - AV". " - - - - - ;I�. "IN? - - - - ,.g , I.., ti,lic E , -�--,---*t----�--�k e % S - �- Mo. 44167 "--, a - , 2 , ,, ze�,OA *: :* . . I -1l -. *1 I .-! - - : - 1 ,1.2-. rC Ut I. - Q, A ',4t��. ,%��e,,. zop�,Dl,, ,..,,-,, , -, ..... ..... ..... ..... I',, t5l -1 ..... 1* - Phone: (305) 871-1530 - N �' IN 1 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 S * I - ,,,, , O'Hotwill, I I PR0pLJ::T LVALU&UQNBEE0XXfip--ZQN2AA 2 2.2. TIES REPORTS: Large missile impact and llatIgUe load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-589 dated 08/09/1996, #N-570 dated 0911 W1996. #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1 098 witnessed by Gilbert Diamond, P.E. and Report Not. 0219.01-09, dated March 4,2009, signed and sealed by Edmundio Larigaespada, P.E. and Henry Hattem, P.E. Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. 2,IM-RUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc,, dated 1 11ON08 and 03/12/15, 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. 4, WIND LOADS RESISTANCE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 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, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of ProdM Evaluation Document (P.E.D.), drawing No, 20-176. 0,0%IIIIIIIIIIIIN,A� S P, T14�3 ,,, *0NN1';;1X I - I - - - L ,;�, - . I/ + 0�%N . `\%GENSe-'-.V% � . . - I --, I - , '.. I- -- ---V� �-- .. "� t.-44167 I , -- -4� 1. --:�� .Z��',�L- - .1 *1 , I - I * . = // / A Z STATE OF .-`OI- S �- -.�, - .,*- p I, � 7 t oi-., ZORM .--tf If ,,I,r� ............. lo�� :,$ � 6, /OfIl k�# 00,10#0#1111111110, I I GENEPA ACM: 0 3) IN CASE NI'T PRECAST STOW. OR PRECAST CONCRETE PAWLS. STUCCO OR WOW WARDS BE FOUND ON Nk EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH No. MAIXV SIRLICTURE BEHIND SUCH PANELS 1p�SITON:WrIPA-MEL SHOWN ON THIS PRODUCT EVALLATON DOCUMEW11 (TIED) HAS BEEN VEWIED " COMPLIANCE IN ANCHORAGE SHALL RE AS MENTIONED IN 6. 1) AND IN 8 2) ACCORDANCE WITH THE 2= (7th EDIT") OF T,IE FUDAJQA SUPLOING CODE fc) !Q_�,� �-=V�Da;1-21 ,V TAPM DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ADM MENTIONED CODE, RED BY 1 1 W SIALM, INC FOR 0 WIND SPEED AS REOURED BY THE JURISDICTION WHERE THESE SHUTTERS Witt BE INSTALLED AND - #14-10 PAWIMATE FEMALE to AND PARIELMATE PLUS ANCHORS � AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A DRECT100MIlFTY FACTOR Kdt,oft US" ASCL 7-16 AND SHALL NOT E)WEED IRE MAXIMUM (&SO) - 1/4'0 LAG SC*EWS PER N D.S. OESKGN PRESSURE RATINGS WERATij D114 SHEM 7 THRU 12, it. 15, 18, Ila & 20, - 7/16'0 � S/a' WOOD BUSHING. AS DISTRIBUTED By ALL POINT SCREW DOLT At SPECIALTY Co W ORDER TO VERO THE AWK CONDITION. ULTIMATE DESIGN '~ LOADS DETERMINED PIP ASCE 7-?6 SHALL BE FIRST REDUCED TO A.S.0 DESIGN WIND LOADS BY MULTIPLYING NEW BY 0 A IN ORDER TO C 1) MINIMUM THREADEO PENETRATION MO WOW OF TI ANCHORS SHALL BE 1 112- AW, 2- FOR ELCO PANQUATE PLUS COMPARE NE.% W/ MAX (AS.0) Of" PRESSURE RATINGS INDICATED ON SHEETS 7 TIM 11. 11� 15, 16. 19 IS ?O M40 PAWIMALE FEMALE 0 � 2) MINIMUM THREADED PENETRATION Or LAG SCREW. "TO THE WOOD fRAME Ukr, SHALL BE - I/?- No rHREAM IN C40ER TO VERIFY THAT ANCHORS ON THIS P ED AS TESTED WERE NOT INS 57RESS17D. A 3A INCREASE IN ALLOWABLE PENETRAITON INTO STUCCO SHAL BE CONSIDERED AS PART 01 THE REWIRED THREADIED PIOWIFFIATION STRESS FOR *940 LOADS WAS OU USIED IN THEIR ANALYSIS FASTENERS SPACING to WOW HAS KEN DIETERIANED IN ACCORDANCE WITH NOS. 2018, C 3) MINIMUM EDGE DISTANCT OF LAG SCREWS. INTO *000 WALL BE AS INDICATED IN THIS DRWINC .1 STORM PANELS ADEQUACY FOR IMPACT MO OND MISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION t626 OF THE AWK MENTIONED CODE AS PER HURRICANE ENGWEERIK & TESTING, INC REPORTS 911-569� 96-570 a 95-30 AND C 4) M~LRA PENETRATION OF MOOD allSWOG SHALL BE 5/8' 1/4- 20 SCREWS USED SIIAL, Of 1 1/2- LONG MINIMUM FENESTRATION TESTING LAO RIC, REPORTS 12032 At #2126 . AS PROTDCOI.S TAS-201. TAS-202 AND TAS-203 SHOULD STUCCO rKIV AND I' MINIMUM FOR WALLS MTN NO STU= AS WELL AS AMERICAN TEST LOB Of SOLITH FLORIDA REPORT #02 1 9.01-09. AS PER TAS 201. TAS 207 Mo TAS 703 STANDARDS. C 5) IN CASE THAT PRECAST STONE. OR PREGAW CONCRETE PAWIS- STUCCO OR WOOD WARDS HE FOUND ON THE EXISTING 2 ALL ALUMINUM EXTRUSIONS "O BE 6063-T6 ALLOY AND TEMPER (UNLESS OTWRWXA NOTED) SEE SHEr 2 WALL, ANCHORS SHALL Of LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SIMI-IL BE AS MENTIONED IN C 1) C 2) & C 4) A ALL ALLIMMUM SHEET METAL USED AT CLOSURES SkAU. HAVE 31OS-HI4 ALLOY. (U) WHORS SHAIL RE -IWNJ,M FOLLOWING. ALL OF THE RECOMMIFTIOATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUFACTURER A ALL SIM SHEET META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTMI A -SW GRADE 50 MINIMUM. G-60 GALVANMD SUL DESJGN0lTDN */FY- 58 5 - (AFTER ROLLED) 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATICX� DETAILS SNOWT, ON SEEpON 3 FHRW,� to (Slem 4 IHRMJGk 6) EXCEPT NAt HLAOCR5 (D lka) SHALI NOT BE USED 5 ALL $CKWS TO BE STAINLESS SEEL 304 OR 316 NIS SERIES OR C43PROSMN RESISTANT COATED CARBON STEEL AS PER DON 50018 W/ So Im, YIELD SW-"GrH M40 90 Sit, TENSILE STRENGTH dt, SHINU, COMPLY W/ FLORIDA SWIDING CODE 9 11 SHALL BE THE RESPONSIBLIFY OF THE CONTRACTOR 10 VERIFY THE SOUXIDNESS OF THE STRUCTURE WHERE SHUTTER IS TD K SECTION 2.11 �.14 ATTACHED 70 INSURE PROPER ANCHORAGE NIS SKJTFER SHA-L oNly BE ATTACHED In CONCRETE 9LOCX OR *000 FRAME fAMD-cs 9 SOLIS TO K ASIM A -JD? GALVANIM STEEL. OR AMI 304 SERIES S1.kNLFSS STEEL WRH JIS �, MINIMUM rIELD SIRENGIN to EACH REGULAR STORM PANEL WITH LENGTH$ OVER V-8 THROUGH 12'-4'. AS PER SECTIONS 6. s. 9 B, 10 AMC ALTERNIATP45 NW. � ANCHM TO WALL SAVAUL BE AS FOU0WS It* & TOW ON SHEETS S, 0 11, 12 RESPitc-IFELY, SHIIIII KtA A 'LEGIBLE AND READILY MIMUE MARKING 04STRUCTVNG OWNER OR I FNAW TO SECURE PANELS WITH APPLICABLE FIVINFONICEMENIT DURING PCFQUGS OF t1URRICANE WARNING (A) M-,V9SJJW,fQJ8UI,_CQNgREE (I `W INSTALLATION COMIRACTOR IS TO SEAL/CAULN AA S14UTTER COMPONENT EDGES WHICH ROM" IN CONTINI C.IONTACI WIN - t/4`0 TAPCOW ANCHORS AS MANUFACTURED III IT W BVILOD, Rit (SAX, f-5192 �li) THE BULDING to PREVENT WKD/" INTRU" - 1/4' 4 " ,/F CAI ANCHORS. AS mAINLIFACTURED BY DEwALT INC (WN. ?'c--A= P-.,) - 1/.,o It 3/* $QUO -SET 00CAM, AS DIStAIIINTED By AUL PCOU SCREW. VOLT IS, SPECIALTY CO, 12 STORM PANEL INSTALLATION 5+041 COMPLY WITH SPECS INDICATED 0 THIS DRAWING PLUS AM BUILDING AM ZONING REGULATIONS (M. 1' X-3000 PRA') PROVIDED By THE JURISDICTION WHERE PERMIT r APPUEO TO - It 14- 1 0 RMILLMATt FEMALE tD & PAWIMATE PLUS ANCHORS. AS MANUFACTURED By ELICO CONSTRUCrIUN PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P F D I PREPARED By THIS ENGINEER IS GENERIC AND DOES Nor FIROYDE INFORMATION (MIN 1. 3330 R.I.) FOR A 911 SPECIFIC PROJECT. 4 IF WHERE ME SITE CONDITIONS DEVATE FROM THE P E.� - 1/4-0 Ci TAP-GIUP ANCHORS. AS MANVACIURIED Orr 7ft-FAST CORPORATION ("3600 p-, I A 1) MINIMUM EMBEDMENT OF TAKON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' 9' FOR P&MELMA717 FEMALE (0) CONTRACTOR TO BE RESPONSIBLE FOR tHE SELECTION. PURCHASE AND WALLATION NCLUONG LIFF SAFETY OF NIS PRODUCT 84SED ON I"$ RED, PACODEO HUSHE DOES NOT WMATF FROM THIE CONDITIONS DETAILED ON NIS DOCUMENT to AND PAWMALTE PLUS AND I I /A- FOR CIF TAP-GATP ANCHORS CONSTRUCTION SAFETY AT SIT IS THE CONTRACTOR'S RESPORMITY A.2) CALX-IN IS SOUD-SET ANCHORS SHALL HE EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO (C) THIS PRODUCT E'VALUATION DOCUMENT Will BE CONSIDERED, INVALID IF wooinED STUCCO SHALL BE PERMITTED, 1, /4* 20 SOVENIS USED 91*1 BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST No It MINMUM FOR WALLS WITH NO STUCCO. AND MAY BF HEADED SCREWS OR ALI THREADED SCAM W/O IIEAJ (d) SITE STWXV PROJECTS SUALL BE PREPARED BY A FLORIDA REOSTETIED ENGINEER OR AoG�CCT XAXC,I *U BECOME 114 BUT WITH WING, NUIS ENGINEER Or RECORD (FOR) FOR THE PROJECI MO WHO WU BE RESPONSIBLE FOR THE Plo'" USE OF THE RE 0 ENGINEER Or RECORD. ACUNG AS A OREGATED ENGINEER TO THE A 3: IN CASE Tnt,' PRECAST STONE. PKCAST CONCRETE PAWLS. PAARS, STUCCO OR WOOD BOARDS BE FOUND ON 11 � I 0 ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SKCWX OFAWRXQS FOR RMET, EItSPK WALL OR FLOOR. AWOM SHtILL BE L0140 ENOUGH TO REACH THE ANN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A 1) MO IN AL2) I*) NIS PED SHA,,1 BEAR THE DATE AND ORIGINAL, SEAL AM S"AluRE OF IKE PROFESSIONAL ENCINVER ty RECIAID INA' PREPARED IT I'll !0."�gIU4045me�MAt;WAr,AICI�UR--W,�IW I I IN 8ULDM INC '4 SHUTTER UANIUCACTLIMYS UMBEI SHALL BE LOCATED ON A READILY 1ASAKE LOCATION All STORM I/It' 0 . 7/8' CALK -A ANCHORS. AS MANUFACTURED OV DEWALT INC (MA, ?'ISOO P-) F%W7L SHUTTER IN ACCORDANCE MTN SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EI0ERY OKNktG LABELING TO COMPLY WIl H SECT" 1709 S 2 OF NE , t/.,o 1 3/4- SQUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT IS, SPECIALTY CO ILORIOA auldwtt; CODE (AN C-1800 P.J - HALL - , , '4 r 5F DRAWING IS ONLY BE USED TO 1 14- 0 PANELAMTE WAII 0 AND XTAWLMATT PLUS ANCHORS. AS MANUFACTURED By ELCO CON'StRUG"ON "4411"HINAN, IN THE STATE OF FLORIDA PRODUCTS (JAN F-2071 Pit.) tilt, I MAIN PERMIM _ I 0.0tIlit A T/ "" /4' It OF TAP -MP ANCHORS. AS MMUFACTURED BY TRU-FAST CORPORATION .;. 07,)% . - B I I WITNIALAII EMINDMENT L4 tAPC0% ANCHOR%. ELCO PANELVATIES AND Or TAP -OW ANCHOR. INITO - --A&��': , r , :_ .. .01- FLORIDA BUILDING CODE (High Volocity Nu Icons Zon BILOI WWI SHALL K I t/4'. 0 ... -- e- -. -T XIII"10 F,`U%, W 20 GAGE GALVANIZED STEEL STORM PANEL F, 1, NO, , I 1 -M 4:167 RAWN, X, 9.2) C&L-IN 4, SOLID -SET AKHORS SHALL BE EMBEDDED 7/3' INTO THE CONCRETE SLOCIK UNIT No .. = I - -11 - � INTO STUCCO '.4MUL BE PERMITTED */4' 0-70 SCREWS USED S,,AL1 BE t 1/2- LONC MINIMUM SHAV. I . - * i DUCTS LLC l"u,'"ll, I IJ!r �_-- -� - EXIST. AND � MINIMUM FOR W415 WYtt NO STUCCO i I" STAT OF . / I I L I E C 0 ,.. \ GLOBAL PROTECTION PRO - - "I"" -- ro� . �r � * -S. 51 lTWoT 7!- .7 - =. --. 20-176 %, z,;,, - .X� 0 �� IMIXt ', =,)", 210=r W, 01, , -* . ;�','. R .. 'ACM, C-)�--k I., - . -' t , ` nttt, -I-,- - - 151. * - .; -, . i - I - I-. RIMIN4, - - . i,; �9s,' --- *1411111�el`i I , -.'.,.,,E T - . A �,�,W,,"-1v""M"/""" WALTUt k - - -- . 11.01"S I f F-9 - 11 I I - ,RI I I INTO EXISTING COACOM Mic"m INSTALLATION DETAILS POURED I FOR REGULAR PANELsq & a CONCRETE OR CONCRETE BLOCK STRUCTURES GDWMm AMoNm Dor W.M" am IF S-EXTS 0 THROUGH 9) M 90.1106" ON -- ,�,, CONCRETE .trmm "M So=o"- . . ..2)-1 1 ... , SHEETS a "IRGLON 9) \ - - ED r - � I CONCAM NKNGR`S .�., ,-', I -, - ,. \ 1 04 ""' POURED �1� I (SEE SCHEIRALE 0. � V4,. SHEETS a "XIOUGH 0) " CIDNIGNETE REQUIRED L' - - - 11 ,E7:2- 4 ='%!iNttv `� -4: i I ,�,J�,-,I,�,�: (,- I - . _ � w-F, . - " . C'r& --\ \:�� ,�7- - Ita,- " I '�,- I �l ... , ** 1*1*1*1 . A' - /4 "" 17� I ��:"�,:.,� . ; I - �\ 11 -J". ,/4- ; E:f -A - - � � *0 .111* I. - I", - -6 , � , V "A" (r: � - - 5AP- . � , I �� I I I I - -- - T-MI.. I I . to " , I I - , I --- - �� f". - I OPSTING POURED ED � i 2 I I � f a I n, I : 1- 11, 1� ". , 4 2 , ED . � I , : I - @ -REQVft'b I ff 2 "Vtmo , � �� .1 : � 2 � - i I ,I) R 1 - I I �1:1 0 I - .; . ! W-MCOM . - IIIIA I ::� � � , , �', .111,41, :%::�N'-- I I R I , - I " QVI.* : ;.,, = I'-'- � i � , �,' � 1 I 1 Sol *."� I - : (i) 6 : MKIKI , 'R. .N1`=ttttt I V : A - I - 01 , ., , :I t-� .2 I/r oc - , A � rAwme 8 : MITI 5" * a 4- ,2 'Ir = I i I , 1 I I. "I" 0 , . W"AMION I z "'AIA � ; I . ; : I I ou X-row � m sc.ow I Ot, F----,O" WIX,. 0) j -a - ; I g I.- -4, - i I I MW-J, I ,D'AhRott t .-. . (i) T - :- -. GAUS, : i ,- 1 �, I I - ; :. I I V , : N =� ! - ---� 9 : ! V i I 1 . i � I: I 1 ; ; ; I ; ; ; -- (D I � : : : 6 i ; I I : I ti I I Cc i : I I i 1 I I 9 ��.J��,J: � � " , � '.. ,.- ,� ExSTLwG POURED E D. ., CO.Clirn OR -- , I �� : I I I I M -.1 I I I i : 4 - 16 : I I I I .1--l.."n, � ationsne,it J ,2 .1r - 1 1 ;- CtIt", I I \.1 � . , � :�` I . I -40M. X %7",`% ,- . I a I - I 1�, DENY S`to � . - I I.,*,AI " I -, ,2 'Ir " .1 4 ( � I IWIR bn " FR : ;- I IAM . LD , - : It ,/r 0. . C=USTNG PO L D , ,' I Ir I I ` I t I I I ;- CONCRETE 14=9 ,� S , --a : M I - I Or I., , COMI BLOCA .1 - REQUATI) ,� - 9 �,, 30 . I V4 .�, '2 'Ir ,LC �- * I I L, I I � � " . I I-, . 1 .11, .1 " � I � DUST" POLRED -11 - - ,� �: , � R-1 � , , 411 ---- - I REQUIRED .�:- - � ', ." 12. . ,;� I ( I' I � -.1 - 0 *i� -1 - . - * M1 I I. . .,� I" � CONCRETE AMCHOIS I-- - . CONCRETE . REQUIRED O"A'" W1015 I . � , tw3/4'- - � - 11 , , AX Z-X-. / I � 1 04, - . E 0 CONCRETE ANCHORS ::' -C4' �1� STAGGERED W/ STUD- 4 - - T - ou ScHatox ON , (SEE SCNWULE O. 1��' _,�"f!7-4 - .- , I - (59 SC-CDM 0. �, � IULS 0 4 ffl� Na SOMMULL 04 SHOCTS 8 THROtK0t 0) gem 6 moom" 9) " ,I SHEETS; a r-pokol SNIM a "Nowa" 0) WA�L W$NoIING , wm,j CEILING MOUNTING AW900. I; BUILD NTING ALMINIATIE IWILD OUT MOUNTING M 3 ELM M , SCALE: V11'. wm,� � - --- r - - ----- I 9 E.0, - EDGE DISTANCE : WS -ircm % . =40 I WINXMII 1 J.,01 I I . 1 I ( I f--J ft � I f 6 I �i . I , FOR CQM= OF SECTIONS :. - : I BOTTOM MOUNTIMS, CAN BE M010000% I *` I .0 COMBINED IN ANY WAY TO SUIT ANY . 01 A - r/i .. INSIALLATION -- A7 1 �N I, . "I, .1 �, `� I ; 1�� I �� ,,�'. � - , ,,� ': � N., ,,, I , , � . - Epil - ..&IS. - - -- 1�� .9 * e ...'r N I .., E)DSW POURED I_, tO . CONCRETE 3/4 - WAARIED. - � � I I �, - --- E.0 - .- ... . I Colo" ANDCO FLORIDA BUILDING CODE (With Velocity Nu 7 . B IIII . Mat 1XIEW, W, 20 GAGE GALVANIZED STEEL STORM PANEL , - .. * : 1 no Zono)l " CERM ., I TME ScHrova am 1\1 SnEr's a TI� 0) I --- - 11% ...*I - GLOBAL PROTECTION 0 *- -- PRODUCTS. U.C. 10. 0 1 "� eI * '* � �,. UNIX W 07/aknm - CAM, I &"OUNTING & 0 .... S 1. ., . - 4W S.W. M STOW . AW.. - CAM FIL 33114 - AXINWIL ft - PHONE- (934)60�?booL FAIL (W-)�m, 20-176 SCALE 1/11III" 04�,Fm,- - GI,`0006111, � ow -.1 - I - !-M . - - DROWNS ft: . E. SE"fio�WW,tkw WILTEN A. 17" A, ", - I - I -1 I I . I FLOW k,* It , , - I . I - I - $NMI It a, 26 I 1 3 6. MATr;RIAL CHARACTERMTLC3 AND-SPECWICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheaf 1, 2 and 22 of 26, of Product Evaluation Document (P,E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). dnewing No. 20-176. 7.-LIMITAnONS AND CONDITION OF USE; 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on shoal 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.). drawing No. 20-176 prepared by Tilteco, Inc. and signed and -sealed by Waiter A. "I'llit, Jr., P. E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of Me Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame strixtures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tillisco, Inc. (Florida CA-0006719). "%IIII"bliff"Il", ot i� N - T14 Z/,?-v,, A'101L�t,,� ............ 7's � - 41ep ,-::�:.-`,�tEhj9e* .. �, -, - Z .., ... 11 - Q� I ' \ ,= =!: ---,I--9 .��. 44167 -.. = 1*'--��* .*- --)A . , -#,,T-�5�-A�."'. : - I STATE OF ..1155 ", 11 1�� &O.... '11ORID"'... .. IV. ... .iO - 4�� 1 ,,,;,,,&/ON, Ail. "It" ";IINIIII011% WAT%LL D;t TILTECO ADMON RECORDS A P. E. REPORT.211) k GLOBAL PROTECTION PRODUCTS, LLC % 20 GAOE GALVANIZED STEEL STORM PANELk ORWO 0 MI 16 % REPORT 9 2DAYM01 I I I N I I L I ECO irqc- TILLIT TESTING A ENGINEERING COMPANY WAEnR A. IXLI'r. M, PE, PRODUCT EVALUATION REPO tilt LOOM RT IT � Rr Tokol�N. "IV lL�,,L-.-NI,,.AN719 REPORTNO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prolact1w Products. LLC 48M S.W. 51 Strietat Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. 1`111111., Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 020-3, Method ID of the Florida Department of Business and Prafolmlonal 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 Flodda 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 Bulkilng Code change that may affect Its limitations and conditions 2. MDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCLIMENTP.IIE.1i Drawing No. 20-173, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tiltecd, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inteR,,k#;nT4P,,i8 Evaluation Report. .. . 1, ,N6\5t ......... zz/�N*,- � I 1, ...'/ - /trtl, 1EN4 .. 'nk -,-ii14Z7- - - �r .. - -- , ---,f--T---*7*167 ". S - ,�4� �� -*9 7 , J'; * ., , I - 4T 11 i .t -V'. STATE OF ..' If Pl- A . zo f, 0-'. tol ... *, e'---�, oe 'N 055 N.W. 36th Strftt, Softe 305, Miami, Florida 33166 -Phone: (305) 871-i'*� * W1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - - , - - . . . 15 lw (TOTAL WON) .- - 1. - - - - - - - . . - IS IW (TOTAL WIDTH) - . I - - . - - - 12-SwCEFTECIM 41,11177,111- - - - - --- - -- . , - I & I/4* .. --- - -- 6.230' - -- I - 1 -1350,-. - 1,yrw - 300, I � N.bw � - -: I 'r, -. , I �lt, % � I - *3w*-- " 0.0m, ML THICK 11350* - .�* I ' I ,:- ""`�� ' " �- - - , I I I . ' ��Eo . " I� - , .Z iK- - ' GALIMAKI < 11 � t 2,-- -_ _- _,, I�FD - �, '. . -- . --- �� , ED STM , , *0 J - AMU A-653 I *o- I- oaw UN IN*X /, � , - � . I ON" so , - � , , 2,857* GALVANIZED SM - � 4 2,651' EDGE - I I �, I (91 1. TV-1 , / � ' G-60 OAV, / 2,r. .; ,I- I HEMMED TYR \ - " ,,�- . I rep, . BETA, �, - - AMU. W DETAIL A -IF [ ,24*e , HEMMO BETAR EDGE GRADE 50 MINIMUM I EDGE I _ - - C-40 GALV - %r I � � -- -li:.- IS \ 480 --�WAM. A , 48.6 , � - I -- ------- J --.-- --------- - , I- ___ I - ,,J�o* -.1. - _, � I 1 - -6.2w --------- - - -1.3W (1) STORM PANE a END STORM PANEL ---2.tbr - I-' � I I I rl 3r - --- 2.187' ---- ------ - - " - '1� I .M. - 1 12� %:.-,% .12� PAW11S DIO W 1-1 -.-- -, t .I- '21. I too' %�- -.-n� - zftil.* srm - it 0. -.125 SS STUD WAIM S.S. STUD FINE= - .750- 1 .M. - . I/ 111""' X-,--- ---' ,., ::�; , i JW . ---, , I 11 , '. -�* 1004 � 0 . ",�, 'Itoosr i i , �/, , '2,17. .. W, ,--. - -- -,-- 1'�--- loos- 3.375' --F00r-- opy - . 1.5ool - I - e , 09Y .093, . I,, 000 .500' ,�'r"� - ,:�;�� - - 2.1125 . , �i��,,. 71 939 SEE '� 0.250' `� , �/ .�� -- " 2125' OI a I I, DETAIL I , / temmEoL � a 4% I 1125*1 t I -; - a 4 : =======1'125- . � /I � All art t 1 7�� I �j i" , , it Q. 3- �I I - - , I I -L I il IV/ in" P _,;< - 5, is. � - - 1.5m, - -1.WD--1 ISOMETRIC VIEW DErAlL A / ----2 .,I, - 2,000, - ROUNDED CORNER 0 ENDS OF PANECS lea END UP W/ HEMMED EDGE (N.T S) (�) *h" HEADIE (� "U* HLWER (�) AML (R ANGLE WITH STUD @ ANGLE WITH REVERSE STUD I - 71 WINES I SEE cc. - = - E-I '/I. a ap, .374* T 0-3"- ;P TOP I= ow L37-' � � 7w- I - * PAWL ,last I". I 25 * "to-M 30. Rot" - 40 37S T7 ' I- I ' I _J - -S S STUD Altm TO , I I f ' ;- -1 10. 6� ,2 vr cc . ,,� -- ' �? � .4. � - - I� 7"lC:IL5* �,.- , - I - . , ( 8, .. i? ,87 - - 1,671' I I - . � 390' 4062- 13W Do 11-343 ' , -- ) \ I L' 0 . 093 . . .M. Q1. HOLE MR - _ .1 I OW. . LOCATM AT \ , DIERY PANEL Q~ BI - I I I I _ I � I t - .00* � \ -- 2,0013* - _ �064' 7.000' (�) KEY HOLE WASHER ,I-- L.W. --) -"-) - -.063, (�) Alr TRACK ANGLE g 34c *r TRACK (2) EiAT PLATED 0.038- (W..) ... - ooH. ,,.r�-\ 0-0or"'O."4%, VATH STUD GALVANM STEEL I �, -, - i / .?--,! AoiiI, III, TIQ/ - l. IS- LONG � * \ r ' .- . "I - � -, 1:�- ?, 4 � 1 5'..�S,-//00 "��Elil I I --I Do ( rq - . .? . - I . 375`0 ' � -.4301`0 175's . \ - I �� I t _ _0 . 75.� __ i : . _ _ . I . I I T - ,3 _� . . * I I - . .. � -- I I *:. * : . FLORIDA BUILDING CODE (Nigh Voloc . I D53-- ': _ L JLAAA�C WO(EL I" BOTTOM % .. I 11. 125- - 1371. ITO *.1G NUT (� MGE OF PAWL j,'J'.. .. OF - ..4Z .1021) FARM WK, 20 UGE GALVANIZED STEEL STOW I - 0 1"... I - - X, No'�-.. . . . ----2.000- -- . , el .I-,. * V-S. 0 - GLOBAL PROIECIION PRODUCT! EMk4 AT PAN IISZI - - (1) 2*)Q7*XI1A' 4 . -1, . Z 111LIECOvotc.. � SOX) So. 5 STOW . ALIERIATNIELY. USE TANG MR W1W . "LUT "DITTRIT IMME. P MI. ALUMINUM ANG MONOLITHIC WASHER W/ ADMIDIAL AWX-XWAW.--WWW,-n ")M- W4)190-V I OXG-1-1- ow -Mr, . - 71rft3lir WASHER tsuwLm 11 CA -Cowl; !tq Xwortat 1-i STM 04 Mma PUtITED STEEL). I SLIL/tRwrIK/oln "I- F9 - I - *= J."I **4 I"- I I - - � - I - , - I - INSTALLATION DETAILS EOR REGULAR PANELSQ) & (I -A DO CLOSIM DETAILS FOR INSTAUMON IN POLFIED 024COM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURE OONCRETE ISM OR W= - DR IAWUMFIE ma"Ll Q. CONDWER ANCHORS , � 1/.�lftvv " V" MR SWULA Lill SMM " E-Z H" SM PANE MM SEE SCHEDULE ON SHEIT a a 2) I MIXYZIPAW I PLvs DR OF [AP -ow (SEE SUREP -, -, -1 .. � = -1 - I I I ., IRK Soo"A' 911111% a I ;) . III � , 1Z * .. , . Lv� .1 " , � I I- --1-- LN, - ... �,,' I -," 1/2* i " ', .1% i:. ! �. 4 .- . WAi 19 , it I I I .,: I 411 I =J-r%11---= � I - EXIST" Fovm3t t �� : I I I �, *--- , t I I (�> 1, I mz=� I I E.o, - , (4-70 co.cft,m �� ,� i - - zm=% I 1111- - 4 1, , �Xoo- REDDIROT , I I � - , -,.* �� 4 " --\ It : 1 4) / 4;AI:"11 El :� I '-,� ��IiI4 - � ,�i - ., - . I.., ---%-(I) - . �11 : � -. . .mIi.j I i. 11C JI I I I I I- I I r., .. I = -4tIIII I' , " I - - � L! � � =`P%:qL : I : �I I r �, -, ,I 1�2,14-1 7 �1- �il I ; = It t - : ,- � R --- �� .. -1 -r1J I-M ; ,I) a CONCRETE IRLDCK : . Cl) 17-71- REOURED. i 9 * / 0 I= i i I I . I - -r - -.11 i : : ;9`�,- �.,,V*-.. 4": R"' i I � - - " - I -1 I Q%dizl". ) 11 K- - - = - � "" I Al I I I I i I .vtlw CASE 2 (PLAN) a .I * ,*p I , Z, - �* , -,� � i -.w4 i 9 2 llr� SCALE 3/is., .-"-,I � Oi- f, RAMI - I I At I 111" r., I � INI,"otI, 6 QXf : = ININA" i =. " - -I.Tl= W "I ; L--', . 6,41, a I --111 I r. I IYI . I �" ---. 41-1 I 11 i- WHIJAU, 11 I - SIANNAnot I 2gato HIXX, 1. ftimen. : - (i) I ft� i - (S- � 11� T-0 � I "-' : , 6,--- I . Q'Ift � I i : i .9 I.r.- - .h.... : i r. I.;Lm >,(w I 1 7 "11 .. I - Avv z-t-. , - , .1 I I at =Z J Y" 11 '11x,-Llrl,: . twN, S" I - � 0 13 1/2, G.C. I �. ' - - I . I :1 7 7 � A7-L � 7 -, :1 I/.. _ L ,xol@!�11 j I : -SM - ., � " I - EXIFTNQ POURED E D '.�, % iv== CoNcitm I ; , %,� 9-1 I C%&��) co'Com op I . ED b0c. I EXISTING POURED I WOUNED "I : CONDAM OR � - T L. 1- -- -1 M&MR0 "*i: CONCRETE OCTI I II 1� . - lv�? , ==% 1 REOUFRED K 1/2 L IF ��-- " I I -"/,.- WNS III %`Mtot� =-- W-mas W-A"",!Icr, , ----L-.A 4 �, =44"U'.4 , �-] ��- .. , , I """A" � L , � commoll I . - � - � ,�,�, xx= n=- =M. "I ON coo, Sol = ', -`:'�-'� '',� �":�'' i , , PLUS ON OF IAP-ow I (�) - 1. I= T4oGUF , S= C - , SHEETS 6 #1 ,/ WA6 111111AU90 (A-M-) 11 BUILD I's Mmmmqm SE SECTION 7 IJIF X ORK SCALE, ,,,I". I) / - � !0 SCALE�al-A ' - -,--- Qt 1�, �1 '� -.j -1 =t. - 9WEXKT44 * NEW it WIDE It Mk%M A I Ir ED. - EDGE DWANCE -AMN't-PONNIQ NO I , TWA ALLOW TUBE O* I'. (SEE SCHEDULE ON 0-0 . .1. - COSTING STUI SIT WOOD PLATE SPACER .I SHEETS a & g) '11111 " -- I;A�Pox) - - I WOOD a" �Z, i - Cl) I ,''I'll ''I ,,, I * NEW I" WIDE . VARIES . 1/8* I 1, : , ALM, TUBE OR 1* . VAME5 - i , , t/ - I -, P I WOOD PLATE SPAM , I I .. , SEWING TRACK I I TOP or BOTTOM MOUNTINGS CAN BE . � , , x: I 0. CONCRETE ANCHORS � 11 -; I COMBINED IN ANY WAY TO SUIT ANY I CASE E ("I III .. (SEE SCHEDULE 0% I INSTALLATION. SCALE 3/i I , SHEETS a ymmkm a " I C.* ... � , , , , - )zo J I I A. T , , I5 : ,§ I.VIM0, C- '. ..... it, , .J P I '... .�. Z - WPAGID, 11X," ..* .. E . - co.pmm .H.m �Pol , IMIL SINGER IIIDIHT To IS .1 ,,t- I . IM .,I CONCRETE SLOCK , ; bow,woutinn- .1 =) I �le. REOUIRED, .. 1W." 41XIH,� : No 44% X6 SECTION X-X I * -, III C, . DETAIL FOR SPACERS REQUIRED Al TOP OR SCALE 3/8.1. IS I . , . * S OIL 01'....... RI I'. MMM TRACKS ADJAC )OD RAltDS . . - . ...- , "Unittorlo PRODUCT LVA1,uAnoIN RM=T No 2&472?,pl 2 ZZ TEST REPORTS Large missile Impact load tests were performed under SSTD 12-Do 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 loyAnnedcan Testing Lob of South Florida, Report# 0914.01-01 dated 03111102 witnessed by William R. Mohner, P.E., Boriz Moroz, P.E. and Henry Haltom, P.E. and Report No. 0219-01-09, dated February 26, 2000, signed and sealed by Edmundo Largoespeda, P.E. and Henry Hattern, 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 Tsang Lab of South Florida, Report No. 1123.01-110, dertied Nuvember23, 2010, signed and sealed by Jullo E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by QC Metallurg ical, Inc., dated March 1 3. 2000, signed and sealed by Frank Grate, P.E. as per ASTM E-B and Tensile Test as per OC Metallurgical Report No. IIOKM-13i8, dated December 1, 2010 signed and sealed by Jerry Jackrifarno, P. E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEENNG CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wirid 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 1004 of the Florida Building Code. Calculations prepared by Tilteco, I TIC., dated 12/1 8/1 0 and 08127113 (for this revision), signed and sealed by Walter A 711111, Jr., P.E. 3. MISSILE I ACJJR=TMCE: Large missile Impact under section 1609.1.2 of the Florida Building Code. as per SSTD 12-99 Standard and TAS 201. 4. VMND LOADS U-SISTANCIEn 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated onsheeft3, 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, I 0, I 1, I 3 thm 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Gatminlized Sleal Storm Pam] has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSM 12-99 Standard. '"'AIIIIIIIN" IlillA, lt�4� A 00'. . I I I � . ��'�,\� - �C..-, EN,Y,k ...... -, - ... vo - - - '? ---�,� � - P � - . 1--7, I� �J�i Z --,------/, . : = - '7��!s 7/4-,424'r) * :*E / / % F , . , . .... .AZORIOW, ...'. ... " I FA �* II lot 110% I 3 5. INSTALLMION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thrul 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glassehall be as indicated on sheets 3. 6, 13, 14, 15, 16 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0, MATERIALCHARACTER]SnCSAND,iPECIFICAnONS; Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. L-LIMITATIOND 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 TIfteco, Inc. and signed and sealed by Wafter A. T1111111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product Mail only be Instalied into poured concrete, concrete block, and wood fram structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of"I'llft000. Inc. (Florida CA-0006719). ,,%41101111410 0 uk A T/ 11141., 0- :1. Y POSO. - I - I I I -, IN t. 4 , Ncm " ,,,, 0 - - IS '. ;P . I - "" - r '.... C�---IIFT �---�-- , � \ ,-'�--- . , UT67 ". Z :�7�44*--�?--- * .:*= - 2 WATILL 11 /;;;i 10 - ' ' 0:1 TILTECO ADMON RECORDS 1i P E. REPORT,20 % GLW6AL P4 7ff " �*- GE . GALVANIZED STEEL STORM PANEL I DRWG IN 20-175 % REPORT 9 Z M E P4 0 R I K101 '.... �*, . "", -S, 0 "', es�,` ........... . . , ,C* I ONALC ,, "'1�1114111141%0, I 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. *IW/10. 2W/10, SW/10, 4W/10. +6/5 5W/10. 6W/11 & 7W/11I -3* VAX_---._ _ -- ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHOETS IT & 9 - -_r MAX_ I* MN FOR WOOD SEE SECTIONS 09 SHEETS 10 & I I I* Will. � I 0 0 . a 6 - --- I I D.M..(�).(�),(�)- r ---- - -- ,--.r ---- ----- �---- 1 -�--7 --I - I @ , I , --- - I _ , 4� L 1 7 1. , I I I I . -1 I " - -7- - ----- T--',--',' 7-7 --- I i ! ! � --- � r (�- (�)- @ I li�) I I , I 7,' I i i I I : I . � I i , I I I i I . � � I i , � 1 1 1 1 i t 1 1 ; I i I , : Z I I 11 ; I : ; I I I � � I , I � i I I I : ; . 1 1 I , 2 � iii I I i I I i i 1 ; 1 � � A I I L I I I I � ED I _ _ I I I - - --- � � I I I --- I -1 I � I . - 1 . � I 1 I 1 1 1-- I I - -- � I ] I � , � -T- T - T - - I : I - r. - -i I I 6 I - � 1 1 T , I 6 I . , , T ' . I , ! - 1- 1 � ! � ; 1 1 . I : 1 1 I I � I 1 1 1 - -� i , - I ! � I 1 , � i � � i I �- I I ; I : I I . ! f -t ! I I -iii . I i �D I .�, 14�V i i I I I I � i I � i � , 1 1 ! I : 1 I , ; I I I I i I i i - 11 - 1, - . I I � - - - - - - - - I - 1 5 . - , � i I I i I I . . i 'BOLTED PAIWIS W/ 1/40-20,1' 1 1 i � � t I 1 1 I I � i 1 $.S. M.S. BOLT W/ 71e It 3/31-1 i WNSCILIED PANILL . I I I - �, 0 EA, Ow i !(SEE SECTIONS AS I i � JILAR I APPLICABLE) I � 1 I ! j I I 1 1 WINGINUTS i ; , , ! 1 ( I 1 ! 1 1 1 I , : I L 1 (SEE SECTIONS AS APPLICABLE) I ; � I i - 1 I I - , - - I, -I � - I I I I - I . �. 1, -1 11 li ! . 1. , - i 1 i , � - I I , ] I I 11 I , - � - - -- . - I I i I - , -� T 1, I T , I I . i I - I - � � [ i J , # � I ED I I � � I I I I , 1 i I I , I I , � 1 1 1 1 1 � I 11 , � i I I � � I i � I I I � I I , I I . I i � ; f L � I � I , I � i i � I 1 1 i : � i ! I I I � � 1 I I -.1 i � i ! , i I 1 1 ] j � 1 1 1 D. M., & I � , '44 � I . - , - - � --- � - I , I . ra- i -- W1 i- I .@- @ t -I -1 +.-I, ,�& �� : . a I I I I I @ , i 0 1!t I �.� 144 1 r r MAX -I' - , I' MR - 1/4. 2/4. 3/4, 4/4, 5/5, 7/5, - 1. SAW - � IW/10. 2W/10. 3W/10. 4W/10, � 6/5 5W/ I 0. 6WI I I & 7W/11 �-- - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 9 Ar 2 - - FOR WOOD SEE SECTIONS ON SHEE-TIS 10 h I I LS !,'I)& R ELEVATION NLT'S' 2 67' 1/4- MoF GAP .-A LAIL OVULW --I OHM %V11y) . - -V-'N 4 �6 1 /'A"\ -/ 1/4' \ \-r/ � --/ ,---/, 0 , I k \- 774 ... (� I 1 1 - - ..'...... EN .,...*-. . FLORIDA BUILDING CODE (111,19h Velocity Hur Conts Zone) I . I ,41021, It= W, 1P - jo 44167 ... 20 GAGE GALVANIZED STEEL STORM PANEL DXMWN BY * - . . 1. - : - - I * . * I- NTS. 1 % ArIE I MMLPRoTEanoN PRaoucts, utc. o"I'll'o" k .1 - 4, 11111LIE11i Rot 114. a snw� MML 0% * .. , %,� &� - - , 0 R (10 . - ANNE, FL. 333IIiii"),_, 20-176 N, - .. - R. . 301, - � It AH. "NOME, (oMpoo-'Oft rXt. eii;; -�' / - 'IM1.1-no" - - a" FH !! . 1 1 - Fe. (Ato(10171 , I I I - - 1 T DIRMINX, - '*,"�141.1-00-1116-w W.L, , , 1. P.L I Boon 3 OF So � - F-9 I - INSTALLATION DEIAILS MR REGULAR PANELSd & U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES --- -- - ANCWM. Top CONCRETE SEE SCHEDULE ON SHEET a - - - -WKO COMICILIE .-TMI) ITE ,oE=REL1.E MO WOW SET SECTIONS ON SHEET 12 1 C..=Rft. TO CONCRETE 1%1CX COP 3" M. 2 67* 3" MXAI REQUIRIED CONCRETE AMC.= REQUIRED REQUIRED ,..� (M O~ -1 WHOUE WILLEY) 1, w.. � (SEE: ScHIEDIXE ok COMMIT ANCHORS - - - 77 . =*.M M."' ?In Boom ON -- DA I F*'-"-;r SHEET 9) 34131 9) 3"M 0) I ; � '. * . I - a 0, ; 0 1 ; a : 0 -1 rV1 - -1 I � � : I , \'] , I - - , ,J_1-----1 - I J �Sl I I ; . I . 1 , � . � . -I I T - r - I ! � I - 1 1 7�� 9 ; ; - - 77. ' I , i � 11 - : , I i :\, ; C�D. � I r ,� � I �-, I I � ; 3 1'� 1 ; -(3 , , I 4 :�v.;,�,\ I ��: �11' 11�11111 '� � : A - ! I., I I I : 1: SUNWIN't, l I - WWAMM I I 2 IT, uAta I I. 1--aw, ton- - : R =,% � � i IIN - 40 ; � 0 ; 04V 60) ! : I I � I i 11 I i � . . , �, :,/.*-,;*t,' I . I I 6 . 1:-�17&1 .1 : I 9 i4,=;1 ., ; I , i Pii, . I I I 17.11,.;4 , I i i 9 i INDXUP, ,a~ ! i A � , i I I - - - . I I I � - - . � I . . - - -- 1 .- �, . �, IF - - , � i 5 i ; I I : I �-= : '. =,� ft- � , : sox. : Of "L* ; or IL .A I, � � � � ", - .(3. , I 11,11. 1 ; ! � (D MAX i " 11 : '1� I I . � : . I I . � I ; � r . � I I I I I �1, =Wr Co , , I 0 CAW 1, . ; , ,:, � I I I , , !�p 0 Cl . , ' 0C. i , I ' I L . - I , I :0 V ' LE--' ", t- - I I 'I -, .500* , ' � 1!�� i1ji- 1 , - , ,� � ,,, 114"Rt,200/4� S,S, DOLT I : 0 M- , � '41 7/r.3/32- ONG NUT I V . 12 1/2' OC, -poNaRm mom VADQUiro CONDRIETE AKININIS . (So SoNeouts ON ol STUIS CS11 SCHEDDUE ON SHEET, 9) S.W 0) I --� 11 ��E m 9W OR rxwimm OLDE., REDARED DIRECT AND WALL MOUNTING DIRECT " �R 06 KING I , ru SECTION 9 SECTION 2 SCALE 3/0-1- SCALE 4/w- E.D. - EDGE4=ON I N� QE--Amm: (SEE 5 I TOP =NGS CAN OF SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I : I ! I : ---I -17�� I , , I' . , , . I : : I : i Sox - I : ! : : I OF ' - . I I :, ! r � " ! : I I 11 ; I J I - � I I ; I : MAX fi - I 1."� : -a - - 'I . � I -- - ----� - - �� : - " - ,- 11 - 1 -��-,* . - -- . � , - - - ---- 7- ---- - � ., -- , : It .; �j r' I 4 ," ,',-��'�', ,.,.,-��"' - : � I , 1� IS � , : I I : I - i .I",-- - I I I � � ; � I ; : - , .I- " - ! I I li, , : Ili, ==..� - . I � � - 6 1-WINRIXTIM. -1 ad" I a : �11, - - , 1, a � :, .. 1� -1 I I- Aar. i Ir- I I- i vw a e � I : , , . - , , . � J I I ; I , � 4 I : I 4 11 �, I - : � , I I I : , I I - � . . � . I I - I . � li 5= . N :,I.,F.t*.,- "I : 0 I I 1 e � ,� � , � . � I - 01, *L' IV :SS =is./ , , .49 - I ; � ; - - - , I : � : � r � � .A Io EAD � . .d ; : : I : � � � Ili I - - - I I I i I - - � ,-� : I ! : � . I : s- , I ! I . f � 9 I . � - - - . r ;� %`� . I I 5n r 0- DA-0.0 I*wn . � OF *L' I' wF, ia� �,, , �: : I - � , MAX - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 � . . I . a FOR WOW SEE SECT06 ON SAM 12 - 1. . . LD ,., I W&ULAR STORM ELS 1�)& Q ELEVATION I � -, . I I. I SCALE 3/32- I , , I L-E-: -A, � 1/4' MIDI. CAP I -, : I., O'ERE02'er .- 1� I I t -I WHOLE WILM lu � �,.�. a I ;�2- -- - - � - ��--' - �� -/.- \ ", --- st� �- : CONCRETE A"C"oft , -- - . \ , (StE SCHEDULE ON ,/,. MAxt I SHEET 2) ,X. (1) -� lo,r OR SECTION A -A li KOLom SCALE 3/32'- V FLORIDA BUILDING CODE 40 a) 0) = CD -M CD ` ,�o > = P 2 "D CD C:)- a 0 CD C:)- 0 I- C CU -0 a- . .5.411 im a) 0 - W -t� = = C113 -cu Cn CD -0 0 a) -2 -0 c 2-2 ". 0 0II. = -2 3: a a .0 U- - C10 0 - ,.I....... CU CID C113 0 > I- cn a) " -&-y C- Cn "o CU CL iE M , < i.... -0 .0 U) a 4 Z Z W mi = CV7 1 ,,, .0 C*.-, I = I(:= `= C-i LJJ I , - C"It'll ,; , C= - C= W = ,-, en 7 = V.,4 - > . >-- LA. 0- �Icc .!2 cc I:= - . - ,,, C. ze ...., ." - �5 - Z [2 g . , = C'd -= w " C= cc --IX � C-4 Z�; 1 . �r 2! - co . , -- 0 .T ". E = . W CD = - '. i� ,= L., i .- - X to -a 3: 'Itt . , I. 2 , W J2 . - '. I. . - "III. = I= . � - . .!= , 4p cc , 't J= , :P-1 - =,. = .- . W CL..= c: E .5 ct a- C.) tItt C, - Cn -,I, " (1) (1) Q) _C -4--alf U) +--a =3 ca > 0 L- CD- CIO CL < -0-0 0 CD :3 -110 C: 0 CIO CLL 0 (L) 0 CIO CC M =3 LU M < Z ;Z < -J 0- SHEET NO. SH 1.0 "Unittorlo PRODUCT LVA1,uAnoIN RM=T No 2&472?,pl 2 ZZ TEST REPORTS Large missile Impact load tests were performed under SSTD 12-Do 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 loyAnnedcan Testing Lob of South Florida, Report# 0914.01-01 dated 03111102 witnessed by William R. Mohner, P.E., Boriz Moroz, P.E. and Henry Haltom, P.E. and Report No. 0219-01-09, dated February 26, 2000, signed and sealed by Edmundo Largoespeda, P.E. and Henry Hattern, 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 Tsang Lab of South Florida, Report No. 1123.01-110, dertied Nuvember23, 2010, signed and sealed by Jullo E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by QC Metallurg ical, Inc., dated March 1 3. 2000, signed and sealed by Frank Grate, P.E. as per ASTM E-B and Tensile Test as per OC Metallurgical Report No. IIOKM-13i8, dated December 1, 2010 signed and sealed by Jerry Jackrifarno, P. E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEENNG CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wirid 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 1004 of the Florida Building Code. Calculations prepared by Tilteco, I TIC., dated 12/1 8/1 0 and 08127113 (for this revision), signed and sealed by Walter A 711111, Jr., P.E. 3. MISSILE I ACJJR=TMCE: Large missile Impact under section 1609.1.2 of the Florida Building Code. as per SSTD 12-99 Standard and TAS 201. 4. VMND LOADS U-SISTANCIEn 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated onsheeft3, 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, I 0, I 1, I 3 thm 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Gatminlized Sleal Storm Pam] has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSM 12-99 Standard. '"'AIIIIIIIN" IlillA, lt�4� A 00'. . I I I � . ��'�,\� - �C..-, EN,Y,k ...... -, - ... vo - - - '? ---�,� � - P � - . 1--7, I� �J�i Z --,------/, . : = - '7��!s 7/4-,424'r) * :*E / / % F , . , . .... .AZORIOW, ...'. ... " I FA �* II lot 110% I 3 5. INSTALLMION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thrul 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glassehall be as indicated on sheets 3. 6, 13, 14, 15, 16 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0, MATERIALCHARACTER]SnCSAND,iPECIFICAnONS; Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. L-LIMITATIOND 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 TIfteco, Inc. and signed and sealed by Wafter A. T1111111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product Mail only be Instalied into poured concrete, concrete block, and wood fram structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of"I'llft000. Inc. (Florida CA-0006719). ,,%41101111410 0 uk A T/ 11141., 0- :1. Y POSO. - I - I I I -, IN t. 4 , Ncm " ,,,, 0 - - IS '. ;P . I - "" - r '.... C�---IIFT �---�-- , � \ ,-'�--- . , UT67 ". Z :�7�44*--�?--- * .:*= - 2 WATILL 11 /;;;i 10 - ' ' 0:1 TILTECO ADMON RECORDS 1i P E. REPORT,20 % GLW6AL P4 7ff " �*- GE . GALVANIZED STEEL STORM PANEL I DRWG IN 20-175 % REPORT 9 Z M E P4 0 R I K101 '.... �*, . "", -S, 0 "', es�,` ........... . . , ,C* I ONALC ,, "'1�1114111141%0, I 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. *IW/10. 2W/10, SW/10, 4W/10. +6/5 5W/10. 6W/11 & 7W/11I -3* VAX_---._ _ -- ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHOETS IT & 9 - -_r MAX_ I* MN FOR WOOD SEE SECTIONS 09 SHEETS 10 & I I I* Will. � I 0 0 . a 6 - --- I I D.M..(�).(�),(�)- r ---- - -- ,--.r ---- ----- �---- 1 -�--7 --I - I @ , I , --- - I _ , 4� L 1 7 1. , I I I I . -1 I " - -7- - ----- T--',--',' 7-7 --- I i ! ! � --- � r (�- (�)- @ I li�) I I , I 7,' I i i I I : I . � I i , I I I i I . � � I i , � 1 1 1 1 i t 1 1 ; I i I , : Z I I 11 ; I : ; I I I � � I , I � i I I I : ; . 1 1 I , 2 � iii I I i I I i i 1 ; 1 � � A I I L I I I I � ED I _ _ I I I - - --- � � I I I --- I -1 I � I . - 1 . � I 1 I 1 1 1-- I I - -- � I ] I � , � -T- T - T - - I : I - r. - -i I I 6 I - � 1 1 T , I 6 I . , , T ' . I , ! - 1- 1 � ! � ; 1 1 . I : 1 1 I I � I 1 1 1 - -� i , - I ! � I 1 , � i � � i I �- I I ; I : I I . ! f -t ! I I -iii . I i �D I .�, 14�V i i I I I I � i I � i � , 1 1 ! I : 1 I , ; I I I I i I i i - 11 - 1, - . I I � - - - - - - - - I - 1 5 . - , � i I I i I I . . i 'BOLTED PAIWIS W/ 1/40-20,1' 1 1 i � � t I 1 1 I I � i 1 $.S. M.S. BOLT W/ 71e It 3/31-1 i WNSCILIED PANILL . I I I - �, 0 EA, Ow i !(SEE SECTIONS AS I i � JILAR I APPLICABLE) I � 1 I ! j I I 1 1 WINGINUTS i ; , , ! 1 ( I 1 ! 1 1 1 I , : I L 1 (SEE SECTIONS AS APPLICABLE) I ; � I i - 1 I I - , - - I, -I � - I I I I - I . �. 1, -1 11 li ! . 1. , - i 1 i , � - I I , ] I I 11 I , - � - - -- . - I I i I - , -� T 1, I T , I I . i I - I - � � [ i J , # � I ED I I � � I I I I , 1 i I I , I I , � 1 1 1 1 1 � I 11 , � i I I � � I i � I I I � I I , I I . I i � ; f L � I � I , I � i i � I 1 1 i : � i ! I I I � � 1 I I -.1 i � i ! , i I 1 1 ] j � 1 1 1 D. M., & I � , '44 � I . - , - - � --- � - I , I . ra- i -- W1 i- I .@- @ t -I -1 +.-I, ,�& �� : . a I I I I I @ , i 0 1!t I �.� 144 1 r r MAX -I' - , I' MR - 1/4. 2/4. 3/4, 4/4, 5/5, 7/5, - 1. SAW - � IW/10. 2W/10. 3W/10. 4W/10, � 6/5 5W/ I 0. 6WI I I & 7W/11 �-- - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 9 Ar 2 - - FOR WOOD SEE SECTIONS ON SHEE-TIS 10 h I I LS !,'I)& R ELEVATION NLT'S' 2 67' 1/4- MoF GAP .-A LAIL OVULW --I OHM %V11y) . - -V-'N 4 �6 1 /'A"\ -/ 1/4' \ \-r/ � --/ ,---/, 0 , I k \- 774 ... (� I 1 1 - - ..'...... EN .,...*-. . FLORIDA BUILDING CODE (111,19h Velocity Hur Conts Zone) I . I ,41021, It= W, 1P - jo 44167 ... 20 GAGE GALVANIZED STEEL STORM PANEL DXMWN BY * - . . 1. - : - - I * . * I- NTS. 1 % ArIE I MMLPRoTEanoN PRaoucts, utc. o"I'll'o" k .1 - 4, 11111LIE11i Rot 114. a snw� MML 0% * .. , %,� &� - - , 0 R (10 . - ANNE, FL. 333IIiii"),_, 20-176 N, - .. - R. . 301, - � It AH. "NOME, (oMpoo-'Oft rXt. eii;; -�' / - 'IM1.1-no" - - a" FH !! . 1 1 - Fe. (Ato(10171 , I I I - - 1 T DIRMINX, - '*,"�141.1-00-1116-w W.L, , , 1. P.L I Boon 3 OF So � - F-9 I - INSTALLATION DEIAILS MR REGULAR PANELSd & U INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES --- -- - ANCWM. Top CONCRETE SEE SCHEDULE ON SHEET a - - - -WKO COMICILIE .-TMI) ITE ,oE=REL1.E MO WOW SET SECTIONS ON SHEET 12 1 C..=Rft. TO CONCRETE 1%1CX COP 3" M. 2 67* 3" MXAI REQUIRIED CONCRETE AMC.= REQUIRED REQUIRED ,..� (M O~ -1 WHOUE WILLEY) 1, w.. � (SEE: ScHIEDIXE ok COMMIT ANCHORS - - - 77 . =*.M M."' ?In Boom ON -- DA I F*'-"-;r SHEET 9) 34131 9) 3"M 0) I ; � '. * . I - a 0, ; 0 1 ; a : 0 -1 rV1 - -1 I � � : I , \'] , I - - , ,J_1-----1 - I J �Sl I I ; . I . 1 , � . � . -I I T - r - I ! � I - 1 1 7�� 9 ; ; - - 77. ' I , i � 11 - : , I i :\, ; C�D. � I r ,� � I �-, I I � ; 3 1'� 1 ; -(3 , , I 4 :�v.;,�,\ I ��: �11' 11�11111 '� � : A - ! I., I I I : 1: SUNWIN't, l I - WWAMM I I 2 IT, uAta I I. 1--aw, ton- - : R =,% � � i IIN - 40 ; � 0 ; 04V 60) ! : I I � I i 11 I i � . . , �, :,/.*-,;*t,' I . I I 6 . 1:-�17&1 .1 : I 9 i4,=;1 ., ; I , i Pii, . I I I 17.11,.;4 , I i i 9 i INDXUP, ,a~ ! i A � , i I I - - - . I I I � - - . � I . . - - -- 1 .- �, . �, IF - - , � i 5 i ; I I : I �-= : '. =,� ft- � , : sox. : Of "L* ; or IL .A I, � � � � ", - .(3. , I 11,11. 1 ; ! � (D MAX i " 11 : '1� I I . � : . I I . � I ; � r . � I I I I I �1, =Wr Co , , I 0 CAW 1, . ; , ,:, � I I I , , !�p 0 Cl . , ' 0C. i , I ' I L . - I , I :0 V ' LE--' ", t- - I I 'I -, .500* , ' � 1!�� i1ji- 1 , - , ,� � ,,, 114"Rt,200/4� S,S, DOLT I : 0 M- , � '41 7/r.3/32- ONG NUT I V . 12 1/2' OC, -poNaRm mom VADQUiro CONDRIETE AKININIS . (So SoNeouts ON ol STUIS CS11 SCHEDDUE ON SHEET, 9) S.W 0) I --� 11 ��E m 9W OR rxwimm OLDE., REDARED DIRECT AND WALL MOUNTING DIRECT " �R 06 KING I , ru SECTION 9 SECTION 2 SCALE 3/0-1- SCALE 4/w- E.D. - EDGE4=ON I N� QE--Amm: (SEE 5 I TOP =NGS CAN OF SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I : I ! I : ---I -17�� I , , I' . , , . I : : I : i Sox - I : ! : : I OF ' - . I I :, ! r � " ! : I I 11 ; I J I - � I I ; I : MAX fi - I 1."� : -a - - 'I . � I -- - ----� - - �� : - " - ,- 11 - 1 -��-,* . - -- . � , - - - ---- 7- ---- - � ., -- , : It .; �j r' I 4 ," ,',-��'�', ,.,.,-��"' - : � I , 1� IS � , : I I : I - i .I",-- - I I I � � ; � I ; : - , .I- " - ! I I li, , : Ili, ==..� - . I � � - 6 1-WINRIXTIM. -1 ad" I a : �11, - - , 1, a � :, .. 1� -1 I I- Aar. i Ir- I I- i vw a e � I : , , . - , , . � J I I ; I , � 4 I : I 4 11 �, I - : � , I I I : , I I - � . . � . I I - I . � li 5= . N :,I.,F.t*.,- "I : 0 I I 1 e � ,� � , � . � I - 01, *L' IV :SS =is./ , , .49 - I ; � ; - - - , I : � : � r � � .A Io EAD � . .d ; : : I : � � � Ili I - - - I I I i I - - � ,-� : I ! : � . I : s- , I ! I . f � 9 I . � - - - . r ;� %`� . I I 5n r 0- DA-0.0 I*wn . � OF *L' I' wF, ia� �,, , �: : I - � , MAX - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 � . . I . a FOR WOW SEE SECT06 ON SAM 12 - 1. . . LD ,., I W&ULAR STORM ELS 1�)& Q ELEVATION I � -, . I I. I SCALE 3/32- I , , I L-E-: -A, � 1/4' MIDI. CAP I -, : I., O'ERE02'er .- 1� I I t -I WHOLE WILM lu � �,.�. a I ;�2- -- - - � - ��--' - �� -/.- \ ", --- st� �- : CONCRETE A"C"oft , -- - . \ , (StE SCHEDULE ON ,/,. MAxt I SHEET 2) ,X. (1) -� lo,r OR SECTION A -A li KOLom SCALE 3/32'- V FLORIDA BUILDING CODE 40 a) 0) = CD -M CD ` ,�o > = P 2 "D CD C:)- a 0 CD C:)- 0 I- C CU -0 a- . .5.411 im a) 0 - W -t� = = C113 -cu Cn CD -0 0 a) -2 -0 c 2-2 ". 0 0II. = -2 3: a a .0 U- - C10 0 - ,.I....... CU CID C113 0 > I- cn a) " -&-y C- Cn "o CU CL iE M , < i.... -0 .0 U) a 4 Z Z W mi = CV7 1 ,,, .0 C*.-, I = I(:= `= C-i LJJ I , - C"It'll ,; , C= - C= W = ,-, en 7 = V.,4 - > . >-- LA. 0- �Icc .!2 cc I:= - . - ,,, C. ze ...., ." - �5 - Z [2 g . , = C'd -= w " C= cc --IX � C-4 Z�; 1 . �r 2! - co . , -- 0 .T ". E = . W CD = - '. i� ,= L., i .- - X to -a 3: 'Itt . , I. 2 , W J2 . - '. I. . - "III. = I= . � - . .!= , 4p cc , 't J= , :P-1 - =,. = .- . W CL..= c: E .5 ct a- C.) tItt C, - Cn -,I, " (1) (1) Q) _C -4--alf U) +--a =3 ca > 0 L- CD- CIO CL < -0-0 0 CD :3 -110 C: 0 CIO CLL 0 (L) 0 CIO CC M =3 LU M < Z ;Z < -J 0- SHEET NO. SH 1.0 7�� 9 ; ; - - 77. ' I , i � 11 - : , I i :\, ; C�D. � I r ,� � I �-, I I � ; 3 1'� 1 ; -(3 , , I 4 :�v.;,�,\ I ��: �11' 11�11111 '� � : A - ! I., I I I : 1: SUNWIN't, l I - WWAMM I I 2 IT, uAta I I. 1--aw, ton- - : R =,% � � i IIN - 40 ; � 0 ; 04V 60) ! : I I � I i 11 I i � . . , �, :,/.*-,;*t,' I . I I 6 . 1:-�17&1 .1 : I 9 i4,=;1 ., ; I , i Pii, . I I I 17.11,.;4 , I i i 9 i INDXUP, ,a~ ! i A � , i I I - - - . I I I � - - . � I . . - - -- 1 .- �, . �, IF - - , � i 5 i ; I I : I �-= : '. =,� ft- � , : sox. : Of "L* ; or IL .A I, � � � � ", - .(3. , I 11,11. 1 ; ! � (D MAX i " 11 : '1� I I . � : . I I . � I ; � r . � I I I I I �1, =Wr Co , , I 0 CAW 1, . ; , ,:, � I I I , , !�p 0 Cl . , ' 0C. i , I ' I L . - I , I :0 V ' LE--' ", t- - I I 'I -, .500* , ' � 1!�� i1ji- 1 , - , ,� � ,,, 114"Rt,200/4� S,S, DOLT I : 0 M- , � '41 7/r.3/32- ONG NUT I V . 12 1/2' OC, -poNaRm mom VADQUiro CONDRIETE AKININIS . (So SoNeouts ON ol STUIS CS11 SCHEDDUE ON SHEET, 9) S.W 0) I --� 11 ��E m 9W OR rxwimm OLDE., REDARED DIRECT AND WALL MOUNTING DIRECT " �R 06 KING I , ru SECTION 9 SECTION 2 SCALE 3/0-1- SCALE 4/w- E.D. - EDGE4=ON I N� QE--Amm: (SEE 5 I TOP =NGS CAN OF SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I : I ! I : ---I -17�� I , , I' . , , . I : : I : i Sox - I : ! : : I OF ' - . I I :, ! r � " ! : I I 11 ; I J I - � I I ; I : MAX fi - I 1."� : -a - - 'I . � I -- - ----� - - �� : - " - ,- 11 - 1 -��-,* . - -- . � , - - - ---- 7- ---- - � ., -- , : It .; �j r' I 4 ," ,',-��'�', ,.,.,-��"' - : � I , 1� IS � , : I I : I - i .I",-- - I I I � � ; � I ; : - , .I- " - ! 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(1) -� lo,r OR SECTION A -A li KOLom SCALE 3/32'- V FLORIDA BUILDING CODE 40 a) 0) = CD -M CD ` ,�o > = P 2 "D CD C:)- a 0 CD C:)- 0 I- C CU -0 a- . .5.411 im a) 0 - W -t� = = C113 -cu Cn CD -0 0 a) -2 -0 c 2-2 ". 0 0II. = -2 3: a a .0 U- - C10 0 - ,.I....... CU CID C113 0 > I- cn a) " -&-y C- Cn "o CU CL iE M , < i.... -0 .0 U) a 4 Z Z W mi = CV7 1 ,,, .0 C*.-, I = I(:= `= C-i LJJ I , - C"It'll ,; , C= - C= W = ,-, en 7 = V.,4 - > . >-- LA. 0- �Icc .!2 cc I:= - . - ,,, C. ze ...., ." - �5 - Z [2 g . , = C'd -= w " C= cc --IX � C-4 Z�; 1 . �r 2! - co . , -- 0 .T ". E = . W CD = - '. i� ,= L., i .- - X to -a 3: 'Itt . , I. 2 , W J2 . - '. I. . - "III. = I= . � - . .!= , 4p cc , 't J= , :P-1 - =,. = .- . W CL..= c: E .5 ct a- C.) tItt C, - Cn -,I, " (1) (1) Q) _C -4--alf U) +--a =3 ca > 0 L- CD- CIO CL < -0-0 0 CD :3 -110 C: 0 CIO CLL 0 (L) 0 CIO CC M =3 LU M < Z ;Z < -J 0- SHEET NO. SH 1.0 E.D. - EDGE4=ON I N� QE--Amm: (SEE 5 I TOP =NGS CAN OF SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I : I ! I : ---I -17�� I , , I' . , , . I : : I : i Sox - I : ! : : I OF ' - . I I :, ! r � " ! : I I 11 ; I J I - � I I ; I : MAX fi - I 1."� : -a - - 'I . � I -- - ----� - - �� : - " - ,- 11 - 1 -��-,* . - -- . � , - - - ---- 7- ---- - � ., -- , : It .; �j r' I 4 ," ,',-��'�', ,.,.,-��"' - : � I , 1� IS � , : I I : I - i .I",-- - I I I � � ; � I ; : - , .I- " - ! I I li, , : Ili, ==..� - . I � � - 6 1-WINRIXTIM. -1 ad" I a : �11, - - , 1, a � :, .. 1� -1 I I- Aar. i Ir- I I- i vw a e � I : , , . - , , . � J I I ; I , � 4 I : I 4 11 �, I - : � , I I I : , I I - � . . � . I I - I . � li 5= . N :,I.,F.t*.,- "I : 0 I I 1 e � ,� � , � . � I - 01, *L' IV :SS =is./ , , .49 - I ; � ; - - - , I : � : � r � � .A Io EAD � . .d ; : : I : � � � Ili I - - - I I I i I - - � ,-� : I ! : � . I : s- , I ! I . f � 9 I . � - - - . r ;� %`� . I I 5n r 0- DA-0.0 I*wn . � OF *L' I' wF, ia� �,, , �: : I - � , MAX - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 � . . I . a FOR WOW SEE SECT06 ON SAM 12 - 1. . . LD ,., I W&ULAR STORM ELS 1�)& Q ELEVATION I � -, . I I. I SCALE 3/32- I , , I L-E-: -A, � 1/4' MIDI. CAP I -, : I., O'ERE02'er .- 1� I I t -I WHOLE WILM lu � �,.�. a I ;�2- -- - - � - ��--' - �� -/.- \ ", --- st� �- : CONCRETE A"C"oft , -- - . \ , (StE SCHEDULE ON ,/,. MAxt I SHEET 2) ,X. (1) -� lo,r OR SECTION A -A li KOLom SCALE 3/32'- V FLORIDA BUILDING CODE 40 a) 0) = CD -M CD ` ,�o > = P 2 "D CD C:)- a 0 CD C:)- 0 I- C CU -0 a- . .5.411 im a) 0 - W -t� = = C113 -cu Cn CD -0 0 a) -2 -0 c 2-2 ". 0 0II. = -2 3: a a .0 U- - C10 0 - ,.I....... CU CID C113 0 > I- cn a) " -&-y C- Cn "o CU CL iE M , < i.... -0 .0 U) a 4 Z Z W mi = CV7 1 ,,, .0 C*.-, I = I(:= `= C-i LJJ I , - C"It'll ,; , C= - C= W = ,-, en 7 = V.,4 - > . >-- LA. 0- �Icc .!2 cc I:= - . - ,,, C. ze ...., ." - �5 - Z [2 g . , = C'd -= w " C= cc --IX � C-4 Z�; 1 . �r 2! - co . , -- 0 .T ". E = . W CD = - '. i� ,= L., i .- - X to -a 3: 'Itt . , I. 2 , W J2 . - '. I. . - "III. = I= . � - . .!= , 4p cc , 't J= , :P-1 - =,. = .- . W CL..= c: E .5 ct a- C.) tItt C, - Cn -,I, " (1) (1) Q) _C -4--alf U) +--a =3 ca > 0 L- CD- CIO CL < -0-0 0 CD :3 -110 C: 0 CIO CLL 0 (L) 0 CIO CC M =3 LU M < Z ;Z < -J 0- SHEET NO. SH 1.0 a 4 Z Z W mi = CV7 1 ,,, .0 C*.-, I = I(:= `= C-i LJJ I , - C"It'll ,; , C= - C= W = ,-, en 7 = V.,4 - > . >-- LA. 0- �Icc .!2 cc I:= - . - ,,, C. ze ...., ." - �5 - Z [2 g . , = C'd -= w " C= cc --IX � C-4 Z�; 1 . �r 2! - co . , -- 0 .T ". E = . W CD = - '. i� ,= L., i .- - X to -a 3: 'Itt . , I. 2 , W J2 . - '. I. . - "III. = I= . � - . .!= , 4p cc , 't J= , :P-1 - =,. = .- . W CL..= c: E .5 ct a- C.) tItt C, - Cn -,I, " (1) (1) Q) _C -4--alf U) +--a =3 ca > 0 L- CD- CIO CL < -0-0 0 CD :3 -110 C: 0 CIO CLL 0 (L) 0 CIO CC M =3 LU M < Z ;Z < -J 0- SHEET NO. SH 1.0 Cn -,I, " (1) (1) Q) _C -4--alf U) +--a =3 ca > 0 L- CD- CIO CL < -0-0 0 CD :3 -110 C: 0 CIO CLL 0 (L) 0 CIO CC M =3 LU M < Z ;Z < -J 0- SHEET NO. SH 1.0 SHEET NO. SH 1.0 I I - 7nrrmrqwli�,;!!_�� WALL ANQ FLOOR MOUNTING INSTALLATION FOR RM ism sakim" ON SPUT PANELS sairralks) X� 49) S 11/4 M 49 0 9:36, raw I,. -to L E rl Tj I - M /4'0 THAI SM" r 4 Pro EDGE 01 WALL c F APPUCAINC To'clo. AL. Nom OR -4 FILLED WILOO, 4 t I Amww 26- or, 2 Mrk� E-0 1110", % 0 -YI F4- I - DETAIL I T T , nx Wit awmw Wor t look t sHum "Pamill r of FILED 111,004 CORGAirm . WROLfif 3 wa "a. A`_ = Tlorr! e!- �2 KCTOO 2 4 M, 2 or. 2' am. SECTION Y-y SPLIT 5101�� F11 EVA71ON SCALE 1/4*-1* DETAL 2 SCALE 1/4'.1' 10~ cot" 1� u m vem.. 1) 4 Mon. MULLION S spm PAN in) woum mkr`� TUK AILAWN - 2'. 3'. 1/6" > A*-av, TO V-11, 2*. 4*. Illo' to IF-10' , . - . 1�4: P W-10, TO a, -a* 2' . 6, SECTION I ggc SCALE 3/6-1- kWL MVU.QN 067W W�O Mft PANELS ON TOP 0 q0TTrSMjaE A it IS 701 TOP 0 I1Or1OM OF ON�", (ONE PANEL OKW*O W/ TVK TOP ve wrmu) PC F No. 44167 FLORIDA BUILDING CODE (High Velocity N carks Zone) Amomic mmm. Rko� 20 GAGE "LVANIZED STEEL STORM PANEL *7tn/2m GLOBAL PROTECTION PRODUCTS. LI.C. Go"E. m S.K. 5 slow 'm Re 20-176 m . 1 kRW!_ INSTALLATION DETAILS FOR REGULAR PANELS(I a INTO EXISTING WOOD STRUCTURES 11- LAA _. r�= wrom r-bommompookolummike, Waoc� IS k, L Ina*, Wil A GGIRPLAi- III G,,AA R:. GIFIRWAR, WALL WOUNTM MTA"UM - ALTERNATM W &M. I I WAR. I. 17P. SCALL. $/A- - I- zM,W.W --- or or 0 MOIL F ==3;=� mown INSTALLAMN - ALTIMIM6 m 1w SCAM- 1/4- 1- FILMIN WALL & MOON MOLINTI JULIA NIOUNnING. UWALLATION - ALTBRAnT-m UoISTALLATICIM - ALMERNATIVE S& (SECTION AT TOP IS UMTED TO +55.5-57.0 MAX. WALE.- 1/4- 1- 6WALLAYM - ALTERIIIIATIVE 2W A.S.D. DESIGN PRESSURE RATING) SCALF-- 1/4- SOM.L' 1/4- - 1- rum MOUNTING. NOTES 1111WAiiATION - SECMN "W N 1. INSTALLATIO S ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LwS UP TO AND PANEL'S LENGTH UP TO W-C +55.5, -72.0 P.5J. FLORIDA BUILDING CODE (High Velocity 14ur carve Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENS" OF 0,55 OR EOUAL P`kIaQ T.Mm PAZ 20 UGE GALVANIZED MEL z No. 4167 STORM PANEL NOTE FOR COMBINATION OF SECT PROTECTION PRODUCTS. LLC T T IT OF 11110E C 0...- % to TOP ar BOTTOM MOUNTINGS CAN BE MANNE. IL in. )�7$M 20-176 COMBINED IN ANY WAY TO SUIT ANY Kfsw,; am INSTALLATION WALTER A T%Lff P. CONCRETE ANCHOPS CONCRICTE ANCHOR$ COMMI ANCHOollk Slot SCHICOULF ON imm m _-FOR (SEE St"ImIxf ON- or A GN s4m %& 14) z lw/n PoW. Z/4. 2k/4. 3/4 CR IW/15 _j I WIN, 4/4 2 & -Sw MAL PO� CONO" WORRIED q T t-SU SWOLAI 00- 1 fi I i t I J spariaL q I � I I SWEET 14 PAMCLI (WMRM PANEL) Me aFx;:AaAW, Fail bra. SIEFORITION 1 R I 71 '11 10 OULS TO 01,1811 ! ! I I I 1 1-1 1 ;, I 1 1 WZV�w. wm. - I vor 11 It,- Lo., I STUD GO 12 19r. 3/w w (cm. ldiov� (CAPE 4) -To 3 1 - R.R,7, (SrC GET VIA) =D T 11"MITI: LOCATION Ale PAMS) D;E[`mKT;wkS 'p, I/ ') (ALtialmovir LocArov, OR Air now pokmarks) G j(Iff 011341.5 OR CONCRETE 11,00111 MAILL RUXN" L*11 z & 1w/ L011011/4. 2/4. 21/4. 3/4 OR 4/4 CW1. 2 &.1w/15 is ALTERNATE LOCATION --ON LIFE SAFETY PANEL AREA */NO let SAFETY PAWLS LOCATION OF LIFE (SEE NOTE 1BELOR) Eir RICO" PAN / OR SAFETY PANEL W/O RECLILAftETLPSACWKS (SEE m LAST PANEL CONCRETE AWAIC" jju) OPTION fil FOR 1,,JEE 56EETY STORM ALWAYS BE (D TO IN MWAULED AS ('a SCHEDULE a" Let Wfm mw Ph�u OPENING SMNUL Pr.= S.m '.) �m cowcom- TO F.WK Xpl:r AL�/ NAURU) EANELM & AA TO K W57ALLEI) OR REMOVED FROM DOM I colim"m ANC-mj OF STRLICTURE INCE socxu ON SHM I.) ELEVATION WALL MOUNTING INSTALLAT WALL AN nA= MOUNTING INSTALLATI SCALE 3/32'-1' SECTION I SCALE: 3/e^ - I* SECTION 2 SCALE: 3/8* - 1* J71/4- Par, CAP NOTES QU !X-7 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 ENO PANELS) PARCIS z:pm;,vN LIFE SAFETY PANELS MAY OR WY 1401 BE INSTALLED ADAACCAIT TO REGUIAR PANELS in NOR (W/ Oft W/O REV" TRACKS.) UFE SAFETY STDRL1 PAta CONSISTS OF 0 039" GALVANIZED STEa S70RM PANEL AS SECTION 9-8 PER SHEET 2 OF DRAWING. SCAI 3/32'-1' THIS AL ITSELF TO RE REMOVED OR INSTALLED FROM THE +490E OF STRUCTURE. j. 9E= PAj4%-;0 TRACK TO BE COMPO14EWC)4k WTTOM TRACK TO 2 OF THIS MMNG. COMPONENT BE INSTALLED WALL OR FLOOR MOUWE,,FDILWNG SECTIONS I all D 2 ON THIS SHEET. AS WELL AS DETAILS I a 2 ON SHEET FLORIDA BUILDING CODE (Nigh Velocity Nurricarve Zone) 4. Mi.. LENGTH FOR COMPONENT V G IV M, AMICHOR SPACING FOR compoNCINT 4D ANCHORAGE AT BOTTOM is GIVEN ON Room) UIEM Rom 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES jD& 2, SHEET 14. o� of, COMPOWW MAY BE PERMANENT OR REMNABU� GLOBAL PROTECTION PROOUCM LIZ. W/XVIM 5 SEE DETAILS MR QNSTALLATION INTO WOOD FRAME BULD04CS ON SHEr, 15L IILIECO..;._� O.E. 6 SEE SHEET FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF Dooff- 030 20-176 SPACM AT"TRACKS ONSTALLED AD14CENI AND WTOIN) 70 STUCCO/WOOD BANDS. I WA OW." I L LICIL11APHRUMLIOAll Fin iww u or Es, MAXIMUM A -LID, DESIGN PRESSURE RAT114G (p.m.f.) AND CORKSPONDI MIAXIMUM PANEL LENGTH *0 SCHEDULE (VAILM ONLY FOR PANDAI't Aril AS PER StCtftM I � th GIN � A 4 . .1 A.So. air." "To To Oro" PANEL camarnow r" Rom or THEM .15SA -12A r-r ON LESS 2 Ile UNSMIM I rmu a 0 1 .53A _72Z 7 3/4' UNWItD "ft 5 a 7 -wo. -rlo �V-r a w-2- MIG, 2 11r 1 0 .4". -.0.0 12'-' OR LESS 3 qz- L I & 10 smim a/ 1/4'"Oo""SS " A "am Ar V~ Go 40-DWM or PWIEL (%IAUO ONLY FOR PANELS M& Q INSTALLATIONS AS PER SECTIONS I � 7 ON SINITIC A A, III WAKUN &SO DESIGN CMM SPACING FOR CO. 1/2- ANY cmakeoN OF THEM LENGTH -V N) UPCON Or Tow -lump CAL14-vol P�M3)NW FDO" 0 -.4EUWE TO co..�AM owm to CONCRETE 10 CONCRETE aux. To 000"M TO emom mAck, 10 CONCRETE CGNMW BLOM to CONCRETE 116-- cmmn mwm r N/l N/A /A 4. WA 1. AVA I (TOP) S' "A P/A IF 6 1 (Wrmw) 11- %/A N/A "1 1. WA a' N/A or A/. 3 (TOP) ALIA N/A MIA 1. X/A N/A IF N/A 2 .55.5. -72A or MIA N/A /. 1. N/A "/A 3 & A CRIP) I 71-V OR Us OR LIM No -/A a' a- r r 4 a (W"OM) IF VA R/A N/A 6. AVA k/A 4. N/A 7 mm W/A `o/A r 6. 4 & 7 (skoffm N^ VA a a V, 6 V., ve 5 (TOP/sionam) SEE OKM 10 or I I M ANDM TO[ & WVCM FOR INSWILIANOWS 000 Walk M%W iORtM ANCHOR SMMM AND WMM ON OWAHM All NOCATO ON Tft VCHEOLILE MR Eb LESS IMAN MrATM ON W4MU AM= �" SPACING IR �VLYRO SPACING SHOWN ON SO"COAC 11T THE FOLLOW= FACTIMS MR M OPfWVN TO K PQSWLL �M "� WW4CD UM4 FACTOR SmWLL� W 19 LESS THANI S.04 M"IED M* EACH � TYPE A' lNbNft LOOCAD, OMNI* fm Iloilo Ile. 1 1/4. 1 t/4. 1 114'. 3 3 3 CALL :::3 3,/3 vi 'In AWL EL INK "MwGm Pe 0 '00 WAU KOWO W/ INSTALLATION :I;OT WS .5k 6 1/4* 0, , 90 DETAILS FOR REGULAR PANELSnj PANEL UOICilla UP To -0* #AV 6 1/4' O.C. INTO EXISTING WOOD STRUCTURES PMUW?E FUNI V 00 FAHEUKR C. W44 1 1/2' 1111, UMAM "04 4 ED Cal [a! L EQj ED In, LL_nI Ilm WPM No A4_ ALTER"171111 I W ALTIERNATM SCALE 3/8-1* SCALE 3/10-1* SEE'SCHED" ON SmW a SCHMW ON SHM a MR mr� On NW, SoPWy*m To GLASS EQ4 ED fail ECI IL air EQ ED,,- ra; ED 1/4 'OL S/V LONG aft0o" &A" Sx us * 0 I/C ac AGOV `IAM FAMWO I* IV S*_Q` AWO I 1/4- Ot FOR UMarms IV TO G.-V III 2m,"'.71 . . Ge RN&LARATE PLUS 0 12 1/1- 0. C will I ALTERMTM ALTERNAME TWA= PENETRATION At OF OnSfM OM PLATE FOR 2*.* PLATE W PLm Aw semi a/9.1- SCALE 3/0-1* ALL LENGTHS Up To ir-Ir wook, *E*.OF" ERAME DIRECT IMMOUN"M INSTALLATION ISTALLATION ON & ANCUOR LWA=M CPS NOT SHOWN FOR CLARITY A' TERNATM JEW SCALE 315-1- Jx SCALE 3/8-1- 1. INISTA"TIONS ARE ONLY FOR BUILDINGS WITH A.S,D OESGN LOADS 1*2 VALID UP 10 5", -72,0 PSF AND PANEL'S LEWTH UP TO W-111" .k,` NY FLORIDA BUILDING CODE (INIgh Velwty "M calls Zone) 2. FOR NEW WOOD FRAME COWTRUCTION. WOOD MEMBERS TO BE SOUTHERN -am ".Trm INC. To. OF FINE No. 2, W/ SPECIFIC DENS17Y 0.55 OR EOUAL 00. 20 GAGE GALVANIZED PEEL STORM PAWL owm air NOTE FOR COMMNATM OF SECTIONS: 51 11LIECO. GLOBAL PROTECT" MDUCM lk m S... 61 $Tom LANE. I%_ 3"'. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY PTG� A Poll PHONE: (W)M-MW I.: tw).O"m 20-176 INSTALLATION �=o; "W'"a " .. P1. KGRIA, &j 107 am? STUDS & EVERY OVERLAP TO Ism NOUNNIMEWRINEENE ALTERNATE UXATM PANEL STUDS 0 EVERY AT CVmAP i/r 0- C�) HOLD 5/8* - (CASE 4 r IRA. (CASE 1) r---- 0 R, "-WTEW*R PANEL CND PAWL a, SCHEDIAS SCHED" i 02 MR 02 FOR '-- 3- um. ANCHOR wav'. ANCHOR SPACING SPACWO 1*-y ImrI DUAIL 2 FLOOR MQU 'ION (APPUCABLE TO SCHEDULE 2 WALL. 311or - I' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 70 SCHEDU ONIX M-=Mkfi I -AL-A-MrAYM MR STOW PASF, I uvwoA `LSA cam MKSS�ff I RATIMS 1-t UPOON to up-w I olix-il, paimmilim FuRALL 0 1 SEC"" ot & AA" cokooikTc" or THEM MA)*W LOW. r IT) - _i E To CONCKM TO calmm km TO I'll, oowmn M it= 70 CONCRETE to CONCRETE ouxx I TO CONCRETE, TO icoNcwm Sam A N/A N/A 8' N/A 6 N/A HA I a 2 (TOP) +55.0. -7ZO 9- a' Ek a' , (BOTTOM) 5'-0* On LESS N/A N/A N/A N/A 117 N/A 11- N/A I AL 2 (TUP) -55.0 -72 0 9. 9' e' a' 7 1/2" a' to. 9' a' I (BOTTOM) Y-C* TO r_r - .550 -72,0 F Z/A N/A IM/A S* N/A 0* WA 6 . N/A 1 1 & 2 (TOP) 7'-G' To r-S, a' 6" 1 1 (BOTTOM) M0,110AN "D DIESAW Intism 'AGING (,.0 ;.K I DRUG 0 VV W FIRM TOP Go 114110 OW I Mike 6 r nM W Or �* APPLICABLE TO SECng::&& Mily C 0, MAMMUM PANEL LENGTH -L- (ft.) 76 10 RRITIM cwgjxm- 749.2 -617 45112' 4 1/2' 2 (BOTTOM) - 7--V OR LESS +52.8 -06,0 4- A- 2(BOTrOM) r-a- OR LESS +55-0 -7" 2 1/2* 2 1/2- A- 3 1/2- 2 (BOTTOM) 7'-e- OR LESS -72,01 2 1/2- 2 1/2- N/A "/A 2 (BOTTOM) >7'-G- TO 8'-0- 1.55.0 -72 1 M/A IIIIAL 2 (BOTTOM) 1>7'-6' TO (P. IM SW It FOR ANCHM TYPE Or SPACOM FOR RiNULLATOO KM WM fb" NULOW IM SW It FOR ANCHM TYPE Or SPACOM FOR RiNULLATOO KM WM fb" NULOW ~N ANCHOR 21PACING111 AND � Deal DGW= AN "IWO ON THIS SCHOOLU. ITRI ED Lin THAN "WAIM ON Sam" "=a ANCHOR SPRONG or MAIN-L"All SPACING smon, 04 SDCX" 91 THE FOUAMW FACTORS, FOR " OPOLOM TO K POSSIGILL REM= SIAMM MAO" LOW FALTOR SMALL NOT RE LESS THAN NOMMIALL VACKC 04)IrATEO Talk EACH APOW TYPE AT 4'CNM LEGEND smxGqE Tm _1/4-. 1 47. Ile. 1/4'. GWA- ma, scomme pmm GL� 3 3 P_ -3 3 3 =.1- 3 . 1, 1 ,. ACOL Lo, "K MORMO imm I Lr qr t 'Ai GO Iff GO CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REQULAR STORM PANELS (1) & I& INSTALLATIONS INTO EUSTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANCts(Da, @oRmALLAmm As PER sorcraNs 1 T"w io, ON w*rrs 4. Is a a) ANCHOR UUMN ANCHM SPACON, FOR LD. � 3 I1r - AAD. DESIGN UKVN CF TAP -OW CALN's *^)KLWM n)okl 4) PANEIMATE PLUS 3" SET AMPLIDARLE TO SECTIONS 11 & VA*WUU PANEL PRESSURE FATO, TO - TO -i _2� To TO CONCRETE ODWCRI TO Mcqm To CONCRETE TO CONCRETE 70 CONCRICTE To CONCRETE TO cowert ANY comemram or THEM LENGTH _L' (4.) BLOCK am MILON &.00R MIA N/A N/A 6* N/A 6. N/A a" N/A N/A N/A I (lop) A A IN 6- N/A N/A N/A 1. "Jok N/A is. N/A MIA M/A 2 (TOP) N/A N/A N/A 5- N/A 5- N/A 5- N/A MIA N/A 2 (BOTTOM) .55.5, -72.0 6 N/A N/A N/A 1. N/A 6' N/A ./A M/A N/A 3 & 4 (TOP) >7-5* TO 8'-e OR LESS 5. 4. N/A N/A 6' w MIA N/A 3 (BOTTOM) G_ N/A N/A N/A 6. N/A a' N/A E. MIA MIA N/A 7 (YOP) 0' A- N/A N/A a . 6. a' 1. 6. MIA N/A 4 Look 7 (BOTTOM) MIA 12 1/2" 6 1/4- 12 1/2- 6 1/4- 6 1/4* Il 1/4' 6 1/4' 6 1/4- N/A N/A 5 (TOP +50*0. �5&3 M/A N/A 12 1/2- 6 1/4' 12 �/2- 6 1/4- 6 1/4- 6 1/4- 6 1/4, 6 1/4, N/A MIA 6 CrOP/W"OM) >$'-r TO ll'-2' +55.0, -72.0 N/A N/A 6 1/4' N/A 5 1/4' N/A 6 1/4* 6 1/4' 6 1/4- 6 )/A- M/A N/A 6 (TOP/BOTTOM) �11`-a' TO 11'-2' M/A N/A N/A N/A N/A N/A MIA N/A 6 1/4- 6 1/4' 6 1/4- 8, 0, 10 (TOP) +43A. -45.0 a. 41- N/A N/A N/A N/A N/A N/A 6 t/4' 6 1/4* a (BOTTOM) OR LESS - V-4, OR LEW a' A- N/A N/A N/A N/A a (BOTTOM) MIA, N/A IN 1A %�A I N/A N/A MIA 6 1/4' 6 1/4' 10 (BOTTOM) SEE *CM 10. AND It FOR ANCHOR& TYPE UWM FOR INSMALLATIONS INTO WOW F&W BLMJWK Will" ANCHOR P�M AND �M Oft DISTANDC ARE TWO *&Mfo on su� REZA,01: ANCHOR PRICING In NWAIM ON TWO SCHEDULE FOR CA LESS WA�L"o SPACM SHOWN oil SICHIMULE By THE fOUDWA4 FACTORS FOR TIS OPERILTION TO K PMOU. REDILACED SPACING OFAMCD k0SING �ACMN PALL NOT K LESS THAN WMKM SPACING *Or-A?M FOR EACH ANCHOR TIME AV MCHOU LEGEND 410= YM lo/117. - 1/-*. 1/4-. 1/1% __ILA*__ �A� Vircam ffvp-4w A.Eiw-u OkAKIN rtmu a Pigs swil�-in no" w 4C.0 woe" DO 3 3 1 3 21/2 1 3 ;& 3 3 3 , �GE mviLAW.v %;- 3----j7-4s,/2 .,/3 4 2 FLORIDA BUILDING CODE (M velocity 194U canoo Zone) OMA ItIlL ONK 0000 FACTOR NO. 4167 1 20 GAGE UILVANIZED STEEL STORM PANEL VP DOM 0. E 1Z 11111GIECO.. GLOBAL PMCno" PROOUM LLC "Goo Tw _..�RLAWAA_AAWAA...Ak rmmx M4)�7$,A FAX. ")00-M? 20-176 IPPR =pt Im"Ll 144v eTE somr, 9 or" I , INSTALLATION DETAILS FOR REGULAR PANELS(b & dA INTO EXISTING WOOD STRUCTURES ... rill PAPAIWIE PLUS 16 114 To EMTM wm w-Acts cmrw 10000 "CAM EXISTING WOOD HEADER r A We Z_Ww. rAw Sm 0 CAW ww 0 CAW SAO 0 WOOD HEADER 2- a '/A. at 6 'll, at WOW HEADER I I �I ; I 0 L ME sawow Om 911 loqmw all w scima ON simar, 0 SW a serin a "OR � FOR Mro. spowilionall ON w SEP�� T 4 0 GLASS TOO OLM& a cuooso� M. PANEL LENGTH m- PAREL LENGTH V- PANEL LENGTIv /"-M" as i%6 Mint 1) ^-e-arrv. st (SEE HER 1) VA. I (SEE man 1) 04 ALI .1 ?./" lmv= ` , : I - I I 1 1 0`10" ol� L wx wx OF -V wx OF V OF V G 'AM a a,", " vrax I I J'a, /.,d SCAM 2-.4- WOW PLATE 2*.,V ill= PL^ 2*44' *000 PLATE JI-O PAPIIELMATE PLUS GCOVIIIED REOLP$tED O.0 W/ 1 7/0, REOUW4ED PIEV011WITION AT PENETRATION a MOW4)T" OF PLATE MID WIDTH OF PLATE 1/4-0 UNG SCREWS 0 V O.C. StAOMMM el DIRECT ATM At MOOOtM OF PLATE nuwcT WOUKI INSTALLATION DIRECT MOUNT DiffALLATION ft MWE, SCALE 3/dowt- SCALE 3/0-1- NOTERL 1. INSTALLATIONS FOR ALTERNATIVES $W. SW & IOW ONLY VAUD FOR INSTALLATION DETAILS FOR REGULAR PANELS(b & dA INTO EXISTING WOOD STRUCTURES ... rill PAPAIWIE PLUS 16 114 To EMTM wm w-Acts cmrw 10000 "CAM EXISTING WOOD HEADER r A We Z_Ww. rAw Sm 0 CAW ww 0 CAW SAO 0 WOOD HEADER 2- a '/A. at 6 'll, at WOW HEADER I I �I ; I 0 L ME sawow Om 911 loqmw all w scima ON simar, 0 SW a serin a "OR � FOR Mro. spowilionall ON w SEP�� T 4 0 GLASS TOO OLM& a cuooso� M. PANEL LENGTH m- PAREL LENGTH V- PANEL LENGTIv /"-M" as i%6 Mint 1) ^-e-arrv. st (SEE HER 1) VA. I (SEE man 1) 04 ALI .1 ?./" lmv= ` , : I - I I 1 1 0`10" ol� L wx wx OF -V wx OF V OF V G 'AM a a,", " vrax I I J'a, /.,d SCAM 2-.4- WOW PLATE 2*.,V ill= PL^ 2*44' *000 PLATE JI-O PAPIIELMATE PLUS GCOVIIIED REOLP$tED O.0 W/ 1 7/0, REOUW4ED PIEV011WITION AT PENETRATION a MOW4)T" OF PLATE MID WIDTH OF PLATE 1/4-0 UNG SCREWS 0 V O.C. StAOMMM el DIRECT ATM At MOOOtM OF PLATE nuwcT WOUKI INSTALLATION DIRECT MOUNT DiffALLATION ft MWE, SCALE 3/dowt- SCALE 3/0-1- NOTERL 1. INSTALLATIONS FOR ALTERNATIVES $W. SW & IOW ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOAD!I UP 70 +43,41. -411.0 p.s.r. AND 0 4, PANEL'S LENGTH UP TO 12*-4o 2. FOR NEW WOOD FRAME CONSTRUC1110M WOOD MEMBERS TO BE SOUTHERN PONE NO. 2, W/ SPECIFIC DENSITY OF O�55 OR EOUAL FLORIDA BUILDING CODE (169h Velocity Hur comno Zons) No. 41 C3= ILTWO, Pit, 20 GAGE GALVANIZED STEEL STOW PANEL FP COMBINED IN AMY WAY TO SUIT ANY sl IL ECOolic GLOBAL PmCTI0N PRODUCTS. I.I.C. w/=/Nft DOW WSTAUATION. III R%10� 'Umo A, a= sm. $1 sum 0.4t 'L SLII. rw OU)N"M 20-176 W?V;-A No 1,E -6-0 CD $D -Cu > E? C- - CD C�L C�_ C 0 0 Cu CD -0 0 0 -Cu -0 rn -0 0 0 = 0 .0 LL_ lill.- C) > W (D CL 1-- Cu PC _500 C/) 0- P< rqw C) Cola :P. LAJ Cm _= C= F, ED C4 LL. No< on 0- CC C= C= CC A2 C, CC CL) U RU A= w = C= on C, INSTALLATION DETAILS 1/4-0 Low; sawooks 0 or ot, W/ FOR OPTION # I FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM dx mkopm J, _11-Polooll' J 12�ED U) EO1 EQ E am "Coal" REOLWID �j > ROOD HEADER ovaum 0 ww 0 12,7't ALTERNATIVE I CL IavlIr Air, Oft 1/14) - .6. - + I 0- I SEE SC-WM T ON lew 1. TO QAM ED I ON Ca; , . - Cc Pow PLATE 0 T. %ca"n .,�i - 111- WAXOM � CIO CL )cP.t ALTERNATIVE 3 ALTERNATIVE -4 6 r aCIRWj 1 f/2' Cn t/wmwov/sr tog WAM 4 W/ SA Ms. III = CA ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION /4-0-20 PAMUMAIC tEMALF 0 OR ANIELVATE PAS 111 11' O.0 I 1,� TAW-4= PEKYWWN TO ING. IMIAL- 31r - I' m WALL ALTERNATIVE Punt LW10 1W low VATIC" "MCKS "m S"Oholk Co.AM" LLJ 3/0. . I - PEM Iry 41- 2, NO. E : FLORIDA BUILDING CODE (11119h Velocity Hurricam Zone) PIPING 110m. Got I, 20 GAGE CALVANIND STEEL STORM PANEL < I MPA�T�d AM ONLY WdLID MR MALOtM WITH "a OLSON IOADS IN, TO 4553, -72.0 PAT AM PANELS UINGTH LF TO a. -A 1 1, si %10I�4* "'t '. - / 111LIECOINC. 0/26/bu GLOBAL PROTECTION! PRODUCTS. I.I.C. WE z 2 MR NOW WODD FRANIC CONSTRUCriOloo WOOD VMWMM TO K SOUTHERN "a 4,L 2. W/ SmIxt DENSTIV or ow on EQUAL ... AV Nm 1., 51 $Tom ONAL. FIL 1"i. 20-176 lJv "OW. (W)u�73's, oAx. nPoHNIN-enn UPAW4 - < PC $L%/%&-OUW.MAW coo-colcon, *W,M A. r P.. P.L sommorr's Or IN _j SHEET NO. SH 1A MC14ORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20) --- - 3: MAX S07 "/17. SApa. 3IIA7. 411/17. U/ts, D.M.O,,(D4- I - -MIN 7AW/19 a qw/20 It woups. 7sw/19 a ri- D.M_6-4� 0 0 0 0 0 ------ -- - -- 0 F7- PUT *10" ORPLAP T - - - - - - - -- - - ----- PANEL wrmm momm � KN =6 501/19. _= ANIL, Izz-7.4wil. 511/1116 �'A r L; - PANEL LENGTH (SEE: SCHEDULE) 1-1 1. . -I- - - -"% -I" IF I' WIN, ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20) OPTION #2 FOR LIFE SAFETY STORM FEANELa ELEVATIQH SCALE 3/16-- 1 I/r NAL w Ummm SECTION A -A SC41 3/16--l- MAXIMUM A.S.D Me., PANEL LENGTH MINIMUM SEPARISTION PANEL DESIGN PRESSURE L (ft TO GLASS CONDITION RATING 1p_eQ___ ISEI SECTIONS) +55,0, -72.0 F 2 3/4' UNBOLTED FLORIDA BUILDING 114- TAPCON ANCHORS INSTALLATION DETAILS FOR INTO EXISTING POURED 114- TAPOON ANCHM OPTION CONCRETE #2 FOR UFE OR CONCRETE SAFETY STORM BLOCK STRUCTURES IAPOM ANCHORS PANEL SYSTEM 1/4� TAPCOk ANCHORS 0 91 CC. 0 r O.C' 01C. 1,9. 0 C POURED CONCF" POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK REQUOM"D C1 oft CONCRETE BLOCX REQUIRED .1 __C T=MM BLOCK WAURM I opt Co"C"i BLOCK Kloufti) 1 r - 1/4- FC - 1/4' C J7 L0.0 r ce E, De 'IT, �Cw r =0% no 2 1- 1 I _(3 ip mussm . _0 z I I I T I IT If At ;;,m Will MIT A4� PAR& CD G F-D I CA '00 ED.- -E _V4 -S N-S W/ fix 32Y2 tLt ill/ -to W04 .0 0 12 1/;r cc- /A-0.3/32- WHO NUT WASHER (BEYOND) WASHER 9 12 1/2- OX 114' TAPOON Aw 6 4 1/2* O.0 "Gets W4' TAFACON ANCHORS 4 t/2' D.C. TAKON ANCHM 444' 1/2. D.C. (S?AQGERIED ill/ STUO) (STACOM ill/ STUQ) 0 4 1/2' O.0 POURED CONCRETE OR CONCRETE BLOCK POURED CONCRETE oft CONCRETE BLOCK POURED CONCRETE OR CONCRETE OLD" POURED CONCRETE OR CONCRETE BLOCK IF WALL M&TING 9WALLATION SECTION SA REQUIRED , I At I ATM SECTION 30 REQUIRED WALL MWNTING INSTALLATION WALL REGUIRM b=MnHG INSTALLATION 0 REGULAR PANEL SCALE 3/8--1 - LIFE SAFErY PANEL SCALE 3/8'- 1 * SCALE 3/8"-l" LIMEMY PANIEL SCALE 3/8'.1" ME olw Is & 20 MR ANCHORS TYP[ A ANININ "PE WIVIN SPACM M* AWALIATIONG ill* 1000 imA. AM" memew W4 3 ~ busam UPWAIM AMCH041 SPACKVS AND WftWW OXX DISIAIAX ARE WIMATED DIN THIS 3 SCHEDtAl MR EA LESS THAN oc"TM ON socouu mu'a AMC"" S.-kim 91 WXTPLYOM SPACING %� ON SCHEDULE N= AXIAL 11A "K Oman now r THE FOLLOW* rAcmn FOP THIS OPERATION TO WE FOSML REDUCED M- SK-404 OBVAM uwo FACION SKALL NOT K LESS lithil �POAN SPRONG INDICAMED IN EACH ANCHOR "Pt ON Dole SCHUSAt BUILDING CODE INSTALLATION DETAILS INTO EXISTING 1-141 TAPCON ANCHM FOR POURED OPTION #2 FOR UFE SAFETY STORM CONCRETE OR CONCRETE BLOCK STRUCTURES 1.,4' TAPOON ANCHORS PANEL SYSTEM Be. GIC oft III O.0 POURED CONCRETE OR CONCRETE BLOCK Room CONCRETE oil CONCRETE stock *EOUMM */A- REOLMM ED.. of 3 w4v S) 1/4 fAIMIL" 7/7 G. 6- E-0.0 10*0 PANIUMATE PLUS ill/ to*@ PARIELAIATE PLUS W/ 49 0 A A/32' - HUT 0 6 1/*- OC litis"Dot 3132' *M NUT (BEYOND) WASWR ROURED CONIC FOURED CONCRETE Oil CONCRETE IILDCK ft,OUO" WALI UWMTM DWA"TM OR CONCRETE BLOCK REOUNU WALL INSTALLATION SECTION 5A REGULAR PANEL SCALE 3/0--t- MMMM SECTION So 0 LIFE SAFETY PANEL oft SCALE 3/r-i" So Su ow to a ED MR Amt�m TYPE a now yBot WOW, - 1/4'. - FUJI VAHAN; I'm INSIALLSIX)ME offm wm - ime. Aw"m somems EP) 3 3 FRAME MADW WP"N ANCHOR SPA13100% AND OMAN wal: DCOMM ARE WVAM on 7-5 somu IN LA Im ?I" ININOUIED at, IICWIXIIJE oma AND= SPOCM IN OLLTIAL"m "AGING SHOW ON SCHORLL L.L1 0,4 3 3 'A AWJL La I= mwm IN Toot FOLWOM FACTORS, FOR T14 OPIRIATIM TO BE POSSOLL INDUCED WVZM GIIIAAWD USM FACION SHALL Not BE LEFF, INNIN WWUM SPACHC felectTIDD FOR EACH ANCHOR TYPE ON infe sc�irw 2 /2- I - 3 112' _TTL w-=19 _11-0 W CIO -Cu > ca. 0�. 0 2 C" CIO -0 CD 0 0 0 0 c- C CD 3: = 0 .0 m U- %#.- 0 m > E w 2 CU -0 '0'_ C ca. < z z w =I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GIENIMAI. MOM- AAIfLn_E=Z_b&W,58AM_pAVQ_2= 114TO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES t E-Z HANG V0461 PANEL SHOWN ON THIS PROOM EVALLIATION DOCUNIDEI (P.E�Dj HAS BEEN VERWID FOR COMPLIANCE IN RQ M"WN EMBEDMENT OF TAPCON MPCHOFS AND PANEUMATE FEMALE 8 & PANIUMATE PLUS INTO C04CRM ACCORDANCE WITH THE 2020 (7th EVY") OF THE ILORIDA BLAUDING CODE. BLOCK SHALL BE 1 1/4- INTO CONCR DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION i82COF THE ABOVE MENTIONED CODE, FOR A WIND SPUD AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INST 0 AND 0.2) NOWNIUM EMMI)WEN? OF 114"IF X 714V CALK -IN ANCHORS SloAL1, BE IS 7/8 ETE� ALLE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. -16 MO SHMLL NOT EXCEED THE MAXIM ( D.) 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOLCKSHOULD ANY FINISH MATINFIAL C) t FOR A DIRMICINAUTY FACTOR Q-045. USING ASCE 7 LIM A.5 1/4 EXIST) To -0 T�" 0 r O.C. 1/4 40TW DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S & 26, ENGAGE 1/4' INTO ANCHORS. uj 1/4'0 TAPCDN 0 11' D.C. *1�41`01 TAPOON 0 r OCL 1,/41,*ITAPCON 0 r 01C. '000 /r ". THREADED 1 /2' 104. THIREADED NRE*= IN OW1XR TO VERIFY THE ABOVE CONDITION, IJLTWTE DESIGN WIND LOADS DETERMINED PER ASCE Y-is T;,:N THREADED AT SNAL BE FIRST REDUCED TO A.SD. DESIGN ININO LOADS BY MULTIPLYING THEM BY &S IN ORDER To 8-3) IN CASE THAT PRECAST STONE, OR PRE CONCRETE PANELS BE FOUND ON TR EXIS WALL C'NO 6 C= PENETRATION AT WOOD PENETRATION At WOOD WADER HEADER To CL CAST I TING HEADER XCA SHEETS ANCHM SHALL BE LONG ENOUGH TO REACH THE SIM STRUCTURE BEHIND SUCH PA S. AN lop WADER HIAM HEADER OMPARE THESE IN/ MAX. (A.S.0) DESIGN PRC5SURIE RATINGS 04 nO ON 25 A 26 MEL CHO JGE SHALL BE AS MENTIDAIED 04 9.9 AND IN 11.2), J 1 4 J IN ORDER TO VERIFY THAI COMPONENTS AND ANCHM ON T" P.LO. AS TESTED WERE NOT OVER STRESSED. A INCREASE '/'2' /A. /2- IN ALLOWABLE STRESS FOR WOW LOAM WAS sa USED IN THEIR ANAL S FASTENERS ING TO WOOD HAS KEN ti2 man 1/4- vst SPAC '11/4 Li - Mg. DETERMINED IN ACCORDANCE WITH N-D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOUOWWG ALL OF THE RECOMMOFOATONS AND SPECIFCATIOMIS OF ANCHOR'S MMIJFACTUREFI� WOOD HEADER WOOD HEADER it 2 2 2' 2' STORM PANEL'S ADEGUACY FOR IMPACT AND FATIGUE RESISTANCE �IAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C-4 f; . 1 2 REQUIRED Wei. L Rrotoom THE ABOVE MENTIONED CODE AS PER rENEFIRATION TESTING LABORATORY. INC. REPORT 1 2032. As PROTOCOLS TAS-201 17 (1 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY IK SOIJINIONISS OF THE UCTU [it S STR RE WH E NUTTIER TAS-202 AND TAS-203. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL 014LY BE ATTACHED TO CONCRETE. BLOCK IS I I r1F, ... FRAME BUILDINGS, w _0 2 THIS SYSTEM HAS SUN DCSC41ED TO K INWALLED ON THE OUTSIDE OF THE OPENING ACCESSING IHE OPENING FROM THE _J7 A L LA INSIDE W/O THE USE OF A LADDER OR In THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED I'm 12 THE INSTALLATION COVFRAC1`DR 15 TO SEAL/Goil" ALL. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINuOuS G _3 FROM THE INSIDE OF STRUCTURE. LAGTING I - CONTACT WITH THE BUILDING 10 PRE" ININD/RAIN INTSUSIDAI CAULK AND SEAL SHVnTR TRACKS ALL AROU14D FULL 'I' imaI GLASS j=N" : i rxwnNG oem. MA. SEAMPTI). LIACTIll somixtL MASS To � 3. SERIES 1000 INSTALLATION IS APPLKABILE TO SINGLE AND DOUBLE HUNG STYLE VANDOWS WEN INSTALLATION IS REQUIRED 10 8L cm somu cc PAWL LENGTH PANEL Mw sman, S) PERFORMED FROM THE INSIDE Or STRUCTURE. 2' fSEE NOTE I BELOW) 'L' omin, LENGTH M. EXISTING ON SHEET Ill) 13 STORM PANEL WWAUAT04 SHALL COMPLY With SPECS INDICATED IN THIS DPA"4 PLUS ANY BUILDING AND ION" -C; PAWL UENGIH4 (SET WTI I BELOW) CLASS REGULATIONS PROVIDED BY THE JURSMION VIM PERMIT IS APPLIED TO. 0, (su Him I snow) PANEL LENGTH GLASS 4. SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NDRQOKTAi SLMERS SIMILE WINDOWS WHEN INSTALLATION IS RICOLARED TO K PERFORMED FROM THE FNSIDE OF STRUCTURE. CAASS (SEE WE I BROW) 10 CLASS I= PDGDJUL PANEL LENGTH - ----- PANEL LENGTH 14 ATRIUM WINDOWS AND DOORS, 011C. E - Z KAING STORM PANEL SYSTEM- IS RiEw PDOWL ss ms ill/ ON *W 10) S.S. SEE NOTE I KIM 5. ALL ALUMINUM EXTRUSIONS TO BE 4063r-16 ALLOY AND YEMPEFI� (UNLESS OTHERWISC NOTED) 15, (a) INS PRODUCT CvAUA11ON DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS GENVK AND DOES NOT PRGNqDE Ms. 41 -4 7/r. . 3/32' tNFORWIION FOR A SITE SPEC" PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FiRom THE WW.G No WING NUT 32 P-LD w sman.0 IRA Ill) (SEE scowxu tSEE N(rrE I BELOW) 1/4 I Air, 11 A. ALL ALUMINUM SHEET METAL USED AT CLOSURES SK?,U tKVE 3105-HI4 ALLOY. A I, r= CONTRACTOR 70 K RESPONSIBLE FOR THE SUIVION. PURIGnASit AND INSTALLATION INCLUDING LIFE SAnETY OF CD 7. ALL SIM SHEET 44CAL PANELS SHALL, HAVE STRUCTURAL QUALITY STEEL, ASTM A-03 GWE 50 Min, CALVANIM STEEL THIS PRODUCT BASED ON THIS PE.D. PROVIDED W/SHE DOES NOT DEVIATE rROM THE CONDITIONS DETAILED ON DESIGNIATION W/F y- 58.5 *11i (AFTER ROULD). IS DOCUMENT CONSTRUCTION SOTTY AT SITE IS THE CONTRACTOWS RESPONsoury. tH 0 ALL SCREVS TO BE STAINLESS, STEEL 304 OR 318 AIV SER93 ON CORROSION RESISTANT C041ED CARBON STEEL AS PER DIN MIERNOTH OF PIATE; /I PENETRATION Al I" PRODUCT EVALUATION DOCUMENT WiLL BE CONSIDERED INVALID Ir MDAFTEC. 500113 */ 50 ksi YIELD STREMOTA AND 20 Pori TENSILE STRENGTH At SHALL COMPLY ill/ FLORIDA BUILDING CODE SECTION 241143A (d) SITE SPECW4 PROLIECTS Sll� BE PREPARED IN A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL Off. 0. BOLTS TO BE ASTIA A-307 GALVANIZED STIML. 00 AISI 304 SERIES STAINLESS STEEL, WiTH 36 Am MINIMUM YIELD STRENGTH, BECOME THE =%R i;�;EC r (T SPONISIBLE FOR THE PROPER CD RECOW) l'OR THE PROJECT AM WHO SWILL BE RE USE OF THE ACTING AS A DELEGATED MWER TO THE P.E.D. ENGINEER, SW� 11) ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBM TO THIS LATTIOR THE SIM SPECM DRAWINGS FOR REVIEW Ea. (A) Km THIS PE.0, SHALL WAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENCFNIEEN or mom THAT PREPARED -T -0 TAPCON ANCHORS AS MANUFACTURED BY ITIN K&M. INC (MIN. f-c-3192 mcc) t/4 CONT 1/4-0-ED.3/4"SS MS. S U.S Sit 1/4- 0 X 7/8- CALX-IN ANCHORS, AS ~ACYRRED BY DEWALT INC. (WIN "-30M P_;j 7/01-3/32' WOK NUT s=fI4WfWC ALI E 1 0 114-10 PANELMATE FEMALE tO ok PAMELMATE PLUS ANCHORS, AS BY ELCO CONSTRUICTION PROOLOCTS 16 STORM PANEL MAINUFACT"URIER"S LABEL SHALL BE LOCATED ON A READILY 1ASREILE LOCAMON AT STORM PAWL I"AIG 7 32 3/32' - ED 14 '� 'Ir. 3/ Wel, NO WASHER 0 12 1/2- a ACCORDANCE WITH SECTION 1709.9.3 IDA BUILDN40 CODE OWE LABEL SHALL BE PLACED MR EVERY WASHER 9 12 1/2' OC NUT WASHER (BEYOND) C WASWR (WYOND) P-0 IOF FLOR 0 r D.C. LABELING TO COMPLY WITH SECT" 709 9.2 OF THE FLORIDA SUFLOOIG CODU w 4140 C V ___1/4-0 TAPOON INREADED A. 1) MINIMUM EMBEDMENT Of TAPCON ANC*#OFS INTO POURED CONCRM SHAU BE 1 3/4- MO 2' FOP, PANELMAM A= &wT;DrAT WDWDTH 2-.4' WOOD PLATE '�T 7/5'0 . 3/32' WM NUI 2'.4* WOOD PUITX 3/32' WOIG NUT OF PLATE RECURRED WASHER 0 5 1/0 O,C. REOOM WASHER 0 (KIOND) FEMALE 10 A, PANDARTE PLUS, THRIADVID T;�n THREADID) OF PLATE MOV47TH OF PLATE #Avw4TN 0,00 PLATE _jg;FWf000 PLATE -0 X 7/8- CALJK-tN 44CHOIRS SK j BE IS 7/8- INTO CONCRETE No EMBEDMENT INTO ED -to PANUMATE PLUS A2) MINIMUM EMBEDMENT OF 1/4 &L ANY FINISH MATERIAL SHALL BE PERMITTED PLATE PLATE RUM&IJAIM P, 4, N. THREADED PENETRATION 1/4 . 020 SS SIDEWALK BOLTS USED Sl� K LONG ENOUrH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- WIN WALL WALL MOLIM IMLLATION MIN. THREAM ORATION No 6 1/4, O.C. W/1 3?is, WALL MLION INSTAIIATiON WALL M01.811TING INSTALLATM SCALE 3/mr-1- IrL AT MV*VTli Or PLATE AT MMWWH OF PLATE -1 J"Azlf INTO ANCHORIS. ,N MIN mw A LIFE a Uff BA WALL m INSON" &3) IN CASE THAI PRECAST SMNF PRECAST CONCRETE PANE". OR PAVERS BE FOUND ON rHE EXISTING WALL OR RMILILAIR PAXEL a mom 0.1161 SCALE 3/6'- 1 WALL MOUtMNG INSTAI FLOOR ANC4M SNALL BE Low ENO" TO REACH THE MAIN PRUCTUIRE BEHIND WCH PAPIELS� ANCHORAGE SHALL � C E N, fe.? - Nl(�v WALE 3/5--1. SCALE 3/8-- 1 *,&1 LMATNE fff '011444"INAN A BE AS. MENTINED IN ALI) AM IN X2), UM EMFj LIFE SAFM PANEL LAIR No, 44167 x9m. �&E SCALE 310-.1- %. SCALE 3 1 a FLORIDA BUILDING CODE (Ntgh Velocity Nut canom Zone) 0 TAPCON ANCHORS AS MANUTACTURED BY IT* BUILDEX. INC I INSTALLATIONS ARE OA&v WILD MR SUOMM WIN AS 0. DES" LOAN FLORIDA BUILDING CODE (NIgh Velmfffty Not, come Zone)l 1/4 FLORIDA BUILDING CODE (NIgh Voffjof:H�y Hou clume Zone) 0 X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY OEWALT 04 (f'rn-IS0D ps 1) FP." A 4067 STORM PANEL lip 44 2 FOR NEW WOOD FRAME COMS77WMN WOW MEMBERS 10 BE SDUWM oiwx Iff, I. WA"LATIONS ME OKI VALE) FOR BUILDINGS E 0%� - 0 -10 PANIELMATE fDAALL ID MO PANIELAWTV PLUS ANCHORS, AS WANUFAMILIFIED BY ELLO CONSTFILICTION u P TO .55.5, -72-0 PSF AND PAMELS LENGTH UP TO W-15' NC` 20 CAGE GALVANIZED STEEL STORM PANEL rp *am FLACM. W_ 20 CAGE GALVANIZED STEEL 67 1. * s WFIN A.S.D. DESP::" I,IA 20 GAGE GALVANIZED STEEL STORM PANEL PHIE NO 2. ill/ SPECIFIC DENSITY or 0.55 OR EQUAL UP M .55.5, -720 PSF AND PANEL'S LENGTH UP TO 61-0. PRODUCTS (f'207) - GLOBAL PROTECT" PRODUCTS. LLC. SO'z S E GLOBAL MTECTION PRODIUCTS. U.C. L r.10 mom GLOBAL PROTECT" PROMn' LLC' 0?'. _s 11LIECO.. m Sit. III STREET 2 FOR Will WOOD FRAME CONSTRUCTION: WOOD WE TO K 11LIEC0111111CP\ AWD S.W. 51 STREET 111PIECO... Am &.151 SFRM PW NO 2, W/ SPECIFIC D04M OF 0 55 OR E R=Npow Not, IS- AP MR, A. 20-176 R - -_NAL m. follow- n- 20-176 IL SS"A.XW_,n,7 20-176 PAINU 1W (".)90""7 _KMA 1. Net, - - ... r. m AP AA. Deem At, INC ON AP z foolle, 4 1 P L SE.100�XIOXIWW It I Ne -He F9 PX SIEN,1XPWoAlL/QW It n" 1 SM 62d FLORIDA OLT" A. ILLff of, at NE wnp " Iw Pt �own PL a P" nav" A 441sr COMPONENTS FQR SERIES 2000 & 1G00 E-Z HANG (SCALE 1/2-1 STORM PANELS 15.196- (TOTAL WIDTH) 12.5OW' (EFFECTIVE WiDn"I 2250' -6 1/4- TOP 075' TIIP- 2.63r Oom- wom IN" 140 7' 3 300' 2.000 GALVANIM SIM Eor 1 2.244p AVIA A-953 GRAIDE 50 mmww DETAIL C-60 DALY _t =RM L Z470" REVERSEQ "If" TRACK RrVERSEQ "'Ll" TRACK PANELS Do UP W/ HEMMED EDGE 0.250' ISOMETRIC VIEW DETAIL A 2 3750' ODO ROUNDED CORNER 0 ENDS OF PANEL 'S END HE EOM iN.T.S) I I RZ) 5* of". .1. tPACK PANE,�,,WR 2"W(Max.) ALUM, ANGLE A WGI-TIS Alomn. ALLOY A. ............. 7W LOSS- (Typ \)ZEN A .44167 FLORIDA BUILDING CODE (High Velocity Hur no Zone) TATE OF V, 0201,11, PILTI'm INC rA 20 CAGE GALVANIZED SIM STORM PANEL ft 3"gr(Max.) ALUM, ANIGIE STOP BAR ORIO nl=A" 11LIECOmc GLOBAL PROTECTION PRODIUM. LLC. = S.N. 51 SWEET A I" LONG Witt Quall. n. 3331, 20-176 5063-T5 Alum. ALLOY !.&It I't nwe "Now-13", rAx SEAS/emplerojet/Dat c�camtt AP'.. IM "ILLIT 0 PJii OAWHQ ft So, IF Ht ;i -9, SAM So, All, a 3'/2410- (SEE WY " WE 1',,14 0, 4'/2 r4 11Y �1110 &M - Q2). (SEE Him 2 BELOW) 3- MIN 2'/24 61 V/24 011 ow KVX 3 stamn it ME E0 3: IPFA F _0000 r- _(SIz SCHIMIKILIE Off SHOT 110- WIMME11411-M SHEIT 26 at 'AIPI T T __T on," la� low `;�u 1 3131 AKWE 2 1. 1 M4* SEE "OFT Kim sou 4= 2. BOLTED PANELS w/ 4 1rw/4' M-S w/ 0 _T T Z L. PAWLAMTE (TYP) SEE NOTE 4 BELOW 3, 3' Im CONCRETE ANGHONS, 111sour, U.. MAY INE it. 1,0113114.15 ON SHEET m MR ill= :W OR I/Jr I I/r sm somlow OR SAW 26 ON PAWU_lr TO BE "WALUED AT EACH IS' ON /o@ - (2) LAW PANEL To K VWALLED AT EACH ALRef, BE $:NMW/ BE TYPtCAL ELEVATION FOR S REAR HAMM TO REAR HANDLE TO FACILITAXE =m4m, MCAL ELEVATION FOR S BIES. I OF WIEN= to F.It BE OWAULED FROM W WYEADED TO BE INSIALLED FROM I'mol: or STRUCTURE E-Z HMQ U%W ASIDE OF STRUCTURE STORM PANEL (D SYSTEM E-Z MAN SICALE 3/327 - V ,-1/4' GAP "A" I/.' I&P, &V 114. W.. CAP -I- op A V/ V'17 N I SELTS SECTION 11- SCAU 3/w . I- (1) DEnNMON OF SMFS 1000, E - ? HANG STORM PANEL SYSTEM CONSISTING OF PANEL TRACKS AT TOP A, PANEUIATIE PLUS 08 IV LONG f - 2 HANG STORM PANEL SYSTEM CONSISTING Or FAREL - (r." BOTTOM ill/ PANIEL"TES, C-L TRAM TOP A BOTTOM. (2), END PANELS SHAU ALWAYS K C fq��D TO DWNC SILL WAL.L BY MEANS OF (2) ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERVETSE A STOP BAR PANELMATESCOR IF At W/ I- N TRACK AT EOTTOM, END PANELS NECTCrED To PROVIDED '14 SHALL Of C "O-2W/4 A ill/ 12" SHALL BE PAWLS. AT TOP OF SUL WNG Run OR I mi. UMBSCREW INTO Jw/T(x':EPT AS IF PANELS a( V)f (3) ENO ARE Ga TRACK. CO�51710h SHALL CONIRST OF DESCRIBED ON LOW) �/T4*oI;jV4* IA& M..1'/012P0= Wn OR 1/4 OPY4' Min. THUMBSCREW BOTTOM FASTENERS Y AT EITHER OF TWO (3) FOR CAM WHEN END PANELS ARE USE JOINTLY W/ 15 AT 0 N LOCATION of M; END PANIELS ARE NOT CONNECTED TO ;A=Uml STOP EXTERIOR FLAT FLANGAS OF END PANEL bw (rat.% PROMED AT TOP OF SUCH PANELS. (4) IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOm TRACK (i.e. A STOP BAR IS ONLY USEDII&7 LE40 (4). FOR INSTALLATIONS WHEN END PANELS AM SOME INTERIOR PANELS ARE DIRECTLY IgAT TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED, TO EXISTRM SILL. ON Molt ill/ lt� USING SPECS (3) ASIDW IN SUCH CASE. CONNECTION OF PAWLS MAY BE USED JOIN XAT M=."T. TO BOTTOM TRACK MAY OCCUR At ANY PANEL LOCATION ill/ TWO PAHELMATES FOLLOWING NO S40WWWZ Q&TION AND W/ A-3 7/2' NO (5) SEE SECTION 1'. 3' It 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON S-4TT 25. Min. EDGE DISTANCE. FOR THIS ODES To %= = TRAC.JTY itittl"Iflis,% NOT NEED TO BE CONNECTED Tr VL' WALLED W THAT MWACEN1 PAREUS (W LEFT It FIGHT WE OF INTERIOR PANIEL) HAVE OVERLAPS RETAINED BY ell . . " - A "SCEN '-. FLORIDA BUILDING CODE (Nigh Velocity NU cons Zome)j No. 4 167 Am Mom 20 CAM GALVANIZED STEEL STORM PANEL 'P.8' Dwell GLOBAL PROTECW 0"*"- STAT OF N PROMICTS, LLC. 111NIEC0.1111c, 5.0 111 1=1 Dew. A. 3"m ow 01-HAN am 0`_ . 20-176 He 04" 23 for a INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL(VINTO POURED CONCRETE OR CONCRETE BLOCK 4' 4 I.F. oxismen") \� amr- PM �Ij :Low 7 (w 5 T UP, folio ON SHEET nall oe� MR on SEE: somm" .1 1 SUPOADOof u�m. '".M.Amot-- 1 10 QASS v CLASS. QW* i MR SWAWOIW- C'm owtom Over VIVLO TO 0065� I : TRIOI 44 ERO 3 cete L ne S, 4 1 1 z Ca m NOW, I OK Ct Sell w 0) WALL MOU ow. WALL MO OMECI MOUNTING INIT, looll J"Im" 0 FLOOR TO CFHM MOUNMG INST, Imm. =1111 SCALE 3/8-1- SCALE 3/1SPI, AS Is all A W�-i fordo 4 NXI ORTW tow.Alm TIVE ON SAW n 0 =CWK NO. 4.4167 FLORIDA BUILDING CODE (Nigh Alejoefffty Not cone Zan CDMDM w ANY 70 up mi e *2= It"Im Pic, Fp STATE OF 20 UGE GALVANIZED STEEL STORM PANEL Deem &I QUAIL I e, 0.' A Im SCML- y" 4HIT' GLOBAL PROTECTMN PROOM LLC. WE AS Sion. "Cut im-)M-MW m 20-176 04-000157 IS w� Itee "I" A, p-ow IN CD U) cu 0 CIA 0 CIO 0 L_ CL Cl) cu m w z z SHEET NO. SH 1.2. I I I I 11 .. "I'll., I -I ... ..-.-. .. - . . JL , . T 111TIV I �-T� ------TU L'� fr1:1111 4 � , I . , - . I - . � 1 .1 I . . . - . I .- : . I I 11 I 'I-". � " .." � I � . 11 ... I I I - - - - - -- - - ---- - - - - -- - p1-11:w-IX�d*-mI-T-:-? ----- - �/�Ri-m-�z,kog.;A.'_Vl�-5�'V��.4g�.;tttw.�!nj4� , ONE �w, 4, - ;iLim- MAXIMUM A3.0. D-Emp-." , " zr- I APPLICABLE TO . I-= CcmDfM% YDONS 5 ED 4,61i -75�$ 70, OR LESS , g/Ir i HOLIED - 1', 2'. 3% !-*. I I 1 .66.0, -MS 1 79' OR LESS - 2 1,1' i SOLTO - _3** ---�** '. a .1* * =ZjF;6:*"-4 (�&T M.S At WINGNUT AT OVERLAP & ADS OF PAM LENGTH PANEL NIPY' I 111111111T.11i,41-m .1 *q�,� " 11 4'3*-*!lj��q1.7AC- (,."Plwl:f.]K.�-',;�;i*lii-],i,',�l,�l,m,y�l$.irif),W-1, .�.,� , 11. 11 . � W1, - �-i�imlim:�F-'-i,"Al�-li�il,'ilI :, , Ay. i.x.;zlwoa.j.ml;l�l,'I-W "I..tzwmE.i�4,JLMW�'.iAANK MAX199 A.S.D. rV PRESSURE RATING (P..Q IMAMALAM APICHORS SPACING MR L 0. . 3 1/2' - , APPLICABLE TO a"m 0 ft AM COMBINATION 01 THEM MAIRAIvAt Pon UPON 1L* O") TAPCOIS I - I I PO4LVATE MWZ a I PAAWAAM PLLS To CONCRETE To CONCRETE moci To OoN. I- CONCRETE FLOCK 1 To comc"m � TO co"O'E"' am I To - in- &= 12' N/A 12' M/A 1 W N/A 12- 1 N/A I - A 2� (TOP) it^ 3'* ". 1. � I S. ". 1. I A. 5�=). W 3- 12" 51 1. 1. 1. 1. I , (BOTTOM) I SERIES I= ++ +66.0. -75,3 NIA N/A � N/A N/A N/A NIA - 12 1/2' ". I 2. (BOTTOM) I 70" ON LESS 7' N/A , 6 1/2' N/A 4 112' I N/A -- 4 112, - N/A JV 4TOP) I . 12* N/A 14-� 1 12- N/A 1 1/2" 1 ./A 11 9 1/2* N/A 3' (9017014) W N/A 1 i2' N/A 12' EA=Hr - N/A 4, (TOP) 12* 6' I I.- I It 1 /2' 1 12- 1 11- 1 12- 1 W 4' (IBOTTOM) , * LIMITED TO S&O W. ASO. DES" PRESSURE RATING A SEE 9W AS FOR ANCHORS YYK A SPACM FOR INVALARDi INTO WOOD FANNIE kkoom MINIMUM MOM SPACTMOS AM MINIMUM EM DISTANCE AN WOCATED ON THIS SCHEDULE. FOR CC, LESS THAN INDACA"D ON SOIEDULE RMUCE ANCHOR VACKAD; Eff 1AWIFLYING WADING 990M ON SCHIMULE III THE MLOW� MOTORS, FOR THIS OPERATION 10 BE POMNJ� RUDUDOO SANDRA; ONITAIRUD LONG FACTOR SMALi NOT K LES THAN V"MWM SPAUNG WWARSO MR EACH ANDM TYPE At ANCHORS kram now Irm - �!T.�- - -1�4:� 1, - 1/411 - TWM* =1 . - I weI. mitIm WAD" w 3 3 I "I �- umm- (O-W PAJ I ..... ; -7--2- L-1.1 "MAKI ONW 9A`A 0.3 .. 1� 3 /2 - 'Ell - 3'/, --!-- . AMA w PK me"m - "am - . , Vr 45 - a Llr - - - � r -.!!- 1w -1-10, I , 'IT - I - I - I -i-"- Ft, - �-o ; + REQUIRES 1100, DISTANCE BETWEEN BOTTOM OF PANEL i AND (2) TO K. 1/2, -i'l, V IN. F�,L� I ++ RMARRES W OWAFN2- BETWEEN BOTTOM OF PANEL I Ame (2) To BE 3/ir I 31ir --I V MAX ULAR, LIFE SAEEIY & E-Z HANG 5TORM PANEL SYSTEMS (SCAU 1/2-11 - -- - --- - ------- -, , - - - 15.1w (Tot& WIDTH) - - - - ---- .- , � -- - , - , " ., - -- LIN'r- - - -- ---- -- - - 12�500` (EFFECTIVE WOTK)-- - -- - - - I - ,93, 1 7501 - 114W I I - I--- - - ST 19116 � I �L - - 6 7/4* (TW,) - - �, .p4m.- - �, .12$�_ _ to AN"Ll 0 6 i/4' 12W .IW-- - M* OR a 12 I1r at - 1.5so- - � -M. t I � 50o'.. - �- Ijp, - i- , Ir, - ;, �w ! , AID' -4 (MAY w fwvvtsw � - . - - '�, -1 IF I I 1- --- - I I N ' 1�-=�--#I- I , , .250- / so ; h - � 1375' � , el 0,02�' MIN. IN" , , - I 11 1, 11 it 671' 11 - I ED M. I 14EAAM awvwz SWEL 11 , -� . I .064' - 0" I'vir EDGE Am 4153 TYP I ... ... 'a �- - - 1.4, 1 caw no -4 . i�w � - � # I I_ � 4 I 1 2,125, i - \-/ I—- -- MAIL A 4r EDGE i - ,-. -Qo-* - - - i�l - - (TYPI) �\---/ ,- -----,-. - � J- - -J I �. L , .375, tryp.) W. a) STORM PAN I- 1 - � - Z.ODG--- --$ 1,350 -330 . " 4- . PANELS RIA" K INSTALLED ALWAYS _1#�' - L -- - FROM LEFT 70 "I W/ 1/2- LEG AT W ,AT LEFT SIDE OF PAMD, (�)7 i" (�) 'F* TRACK (�) ANME NO = . I - I ,,,,�,� TIP, Top tam 0,024* (AM.) PAND. I �, AWL I END LIP I-, .1 �,�, I � I - , S;v - � ..270, OF " GALVANIZED STEEL W/ HEMMED >"� -�, -�j I # , PANEL 11 I -) to.05* I 0/1 4711' - I / 7,< "� � -- , - �*z " I 13iri *.270* . 1 ,- �, - �� - - , - , "'� I - I - - - I - "T� w 4 - ----? Y,) �, 4 'a- .. . b" -A*# I �s----j-- . ' �� f , 1. O. 4,4 I JLb 7 1� /� �t-- -��,� .- .. .1 1. -- I -- I 1 407" ,pe ' --- - " I I - - 259" -- - MR, -- � 7:-1 069740, � ; � - - - !200' T�,,,IABT. - - 2-3w - /. � " It I- I- 4 \ - 11�) OR Q� WMETRIC VIEW MAIL `� I JL ,,�, . , I- - - , I ROVNOED CORNER 0 ENDS OF PAWL's . IS7 11 � � - -, � I END UP A/ HEMMED EDGE. jr . om, I ". " 1625, -I 0� r-2r37r - - -- (14,7,$) .375' i , - t, TY,, 60TYM A= i 2" I ... as?- -0 7�w (�) KV 14011 WAMER - I - Im. OF PAMEL 3�7501 072* (TYP.) I t 3105-HI54 ALUM ALLOY (�) aY H= AT IBANJEL - Isa' - - I r .SGE SIM 0 FOR ADDITIONAL IT 24' '51 . - I ". - .150" - 33 UMMAIMS F XEM UENION, is t J'� I - - I - - .1257 t� ONLY WM MR RWAL INTO t.250' ,17V (:9) SLEENE 2 1 JA I I w 13� � *Mo STRLJC�, UOK'S �, MAL LENGTH I , , t E , f 4A - -, - - "". -1 -20W -- ,=. I I w 2OW K RoW 3 7501 193, - - � - . . 1 125, -2.5w -- - -I" � I i OYP.) I , D50`0 � - 0 L .250- - (�) REV� 'tl* IJEWO @) "U" 14EWER ,.I I I .750' crrp.) f - -- - I' vim TO 5' &A... --- - � 2000" -- (R SLEEVE I" MAX, - I LEK61IL-4; (@ ANGLE MIN, 0 We TRACK @ PANEL HIMIGE -- E4* - ---3.000* iiM.- 8061-TO ALLOY wt`-"v, k . (I 114- W190 �200- : �Iq0 - _ �- I �� -'111 1 - I� SYSTEM) 6NS-TO ALUM. ALLOY i L- - -.2 - ; '��. :-.,I (USE ONLY FOR E-Z HANG STOW PANEL . ,E . - e, ��. �r -1 �"' .47-_: MIN t - �-, -ff -1, ,11 I - 113� � -- \ � � _�P . - - I I I- - - - I f - Ailoalty Fww cam ZOMO)i ' 441 FLORIDA BUILDING CODE (Non Velocity Nu 1.671 I� fl, 25�� Jsk- . fth �, -1 4. " ,Nnii. 10 WtL 0 4 t * .. III : III I tom noTom W� F.P. 11 : + � 24 GAGE GALVANIZED STEEL STORM PANEL L T�' C �*20"'`� I, ---=,�, .. t l 11 . 01100" VIC -- -- i - I - - mp; L S L,%. 050�-t r 9. � I—- I I I- � -J- -- � SEE SECTIONS - - - - -250 a/V/XM 2.WO'---- , MIN F 11 IECO..., \ QbM PROTECTION PROD= UC. IWIL �L- - - Am sm. 5 STOW - .-cm* `LUT WORL, rL "31. 20-175 'e- , -0441 -- � (9b.)00-75.& rw aw)MwHvmI? ;a ORNANG - @ RUILD-OUT -C (B J3UILJ2-OUT -E! JW @ dc & WASHERED VfiNGNUT CA-omm � wgi I 1 -k . IWK AN= (ZAMAC 3 ALLOY) XIALTUR A, ij 1.6 imilL 1- ow 2 OF is I I INSTALLATION DEIAM EOR SERIES 2909 A 1000 E-Z HANG -STORM PANEL INIQ EXISIM WOOD 5TRUCTURES - �- 'I � ) ", - --, LAC I , , � ; ;/4'. SCREX" 0 C OC, ./ - -- -74 - � � - . - ,,- 'A' - TWACAM mWIRAIM , r , � - - =. 2*.** KOM .�- 1 , 1/4'. LWI Wpm 0 6 ' O" "I , , - TO C'MrING WOW MADOR - , . - ,,Ij� - � I - "O'NOO"RED LAC SCRM 0 III ac N1 � - - I :14'. , i EDGE , - � THIN ft I �-,f- IT! 1 1/2- W1, THREADE6 PENVAIATION � ., -�, , y: PAT OR " , WOOO I - ,'2 IAM WrMAPON , - � -- . � , -TO FyMNO HADADEP I ; � � - , � 0 '"O WOW , , 1 ) ��A C-1 011.`I- 5.445, L L, 'L �! ., I I . .1 ,2 , � , , , - , , 1�', IT - r� -- --(D � , , �i I - -, I^'201 ..5 I I , . k ) ----�zI 1 114.1, SKS , � '. . .. - "I . � , ZI L dii� G. ` " :�, 148*11Y-111!c'. *"C - 0 " END 0 Q) I , ,� I I . I I,- I I " - . . L , a 11 4 ` . , , - C� OI4.1* SULS � , I I I � � , i I § , , LAD 0 5, a C W/ 1 21 � 4 .1 1, I I I � ,v-,;-, . .ScRm � � . 1/.-.-.V.31.- , ", , L THAILAM PEALIWID. I I 0 CA 00 (It 0 - v ... 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SEPAPAI" ! 4 r�r - TO �vdm ' . i . ,,� 1/�'-2ft]1/4' t$ A@ I -1 --- - J- - -L- - - -2 9/w " , */ E� � SEPARATION - xnm. � :��;, ! - TO MASS � P"Y OVERLAP , �11 t 19 - 7r- - w I 5 I r4w, OWRLAP 6 I I , - -- . . � ; ., v ! . � , I - - - J- I , � 'I, - . 11 I - - I .� I I j Ig I P ; - - . I . I . . i I 1 I .W : p, . - - I " I I ---k--L- - � R I i p -, > ? �[ � I ;; 4 �, j t 0 j I � J 11 - - - - - I tx . 1 i 1� - - . , 0�w � , , I � I I . . , J� ..L. 11 3 C-f 1 -1 , 2 -�', �- , � I I 7eU0.1 I � ED - I I I ,- I-,! �, 1.� : IS @. I -T. 1, 11 , , � 2 , --\ , " , . ,I - , a 124!vc 1 � --- -1 ' , � � - I 11 - - � � � - I '. -1 I :< I i� ----I � � I I - , , (2 - I 1 , , , I - � r r �`) i - - in- I 2[,L , '.=� C I - - - , I , .� I V, , , -� �g4K Z,WV (6:)-, � � I � 4 J q, , , �. " i " I a ,E - - I I 0-ka : I � , i I L� . '- L - -1 I I-'-- 20. - m rw t� I � ;t= 2 f I 11��,-%`Tw i� 'A 9ELOW1 ae 1 I LL 7 I I .,/ ?/a.. -& L .9 i� I " u. - 7/.** SCREW 0 6, Ot, * Im I . - 1 a � LAS w (2) ew 1 �A�3/11 1 g 0�, TIMEAM IEFIE�IAX- 0 - WOOD ftATE REOUVIED I I -=&4:ii;R -Y, - i - . 1230 � , I 1 �� m Of PLAW 41 SERIES 2= m FLAT an ON Cam dl!--NIRW,:� - I � � 11"Y'*EO P"ou" It pumi. , - �- KIO*) 1 a "g.;/..'y I W1 ,/..,.3/3,2. W'L P"N"T'A" * '10 I � 11 - , , � j ; C I cc UHTING . . INSIAUMI 11 �j -��4�* LAG SCREWS 0 S I I � �"*.LAG SCREWS 0 6- 0 C� .1 :W'9�4" ON I � --r IX, _ Z. ., THW,5113 i�=/. 2 1. .- 1/2 VA tHRE-DED KNEIRAADIN , WAU. h= "' OR ON EWA ALTERNME 2-W I � L ' - mi" w 0 v i" OF MATE SCALE 1/4,- , ... .000 I OF, ON EDGE I PLATE , . I REQUIRED "A' I . It -- I MaRNAINE I N 14, r . i . BUIL&i%�ING SCALE il4-.I- , � I - I , M CEILINC Nam- I I , IOUNTINfi ALTERNAIM 4"w -- I INSTALL4TICIN , , MIALLATIONS ARE ONLI YAW PAR BUILDINGS WITK A,S D Otl,'A tows w -=� ... P"Hooft it SCALE 1/4'�I' up 'O +66,0, -75.3 PIT Mo PAAAL�S LENGTH VP to V-10. .��- , A, q',XAAL=NATIVE VW T14 I -3emillivim 1 1 t oto % 2 FOR NSA WOOD FRAME COWSMICTION mom MEUKR� 10 BE WY.,fAH a , � 1%� A,II;% SCALE 114--l- P.E N� z W/ SPECIFIC Dorm 01 D55 OR - 10 , .. , EQUAL -77t � 0 .1-- v i � , �41 N rE ',�'? - "I z A .., \\. Its . ,& 11-1 - � I ..' FLORIDA BUILDING CODE (High Val Nuir cone Z*no)l !!'U 1 .' No, 4 . -- -- : 20 GAGE GALVANIZED STEEL STORM PANEL SITE s3s�wmmxm= OIATP.mx Al TOP As . B 0020 1001=1 Ncl It, I NOTE L' . � *' '*r TAINN, w WELL , . 84SM ON - , CIT. TO I . - - - OR loot I Mro"' z 1--f. I, IOND INSTALLATION TYK W m 2 Z 1. --�� "'W'" - -] . 1. 01 :� . , -1 . . , GLOM PROTECTION PRODUCM LLC. OAm - �Ow--5e , "IMHAM TOIR- I.- ov.- .� x2ow 0 � ... 11 .low , / � � .. / A, No �11 'L X01. 4�� , "O , w A BMW vowtovas Cm BE CC*s"U� IN ANY compffim & HIMM L &� .. ,.:Ot, 6 �� / -.=- - -I=- " - "KNAE. (�)W-7�6, F. DI�0)010-47111 � - I I . I. -- ok-ODD171H, Om.m - wk, to w AN, INSTIALOMON ticAm. 1/4' - I Ir- � E WALARGANTURCIDAM 11"MCKS n1i m WIT %WITTER w S1,Ih`k MR CLAM11" Im . M. - 1,,L .4 z71M. - - pgcm Lk # "ITT I I pan. w " . � I I XIMUM A.S.O. DESIGN ER=ItE RATIN-G-IjbiLf.1 AN - I IL 1/4 3/4 4 jum 21 PANEL (i) LENM 110 SCHEDULE ONLY FOR ROULAR STORM f*2/4 *Wjg. �;/G. 3W/7 & 4W/7 ITO POURED CONCRIETE, CQMMIE j=K it Man W 3' VAX _ - ANCHORS (SEE SCHEDULE ON -- �- � -1 I - r MAX WAIn UNRESTRAINED 1 71, MIN , SHEET$ 9. to &I 9 -- =,- UAN-- AT TOP OR a & 0 OR * 1 a I - a 6 1 - - D.M..O. (�),_ . I - I -.- -I � r I � T - -, - � - r T - - -r - r- 1-7-r--Cl --f----1 VIM TRAM 4 oft it * LIAOLIAS -q I . I . I I I I - - I . I L MAXIMUM PANEL LENGTH %+" OR *L-" (ft.) 0 MAXIMUM A," DES" PRESSURE MINING (P�..C) I. w 1 CONCRETE & WOW INSTALLATIONS t ----L-,---T-,; - 2110 11-1. W-0, - --�na -2.L--4r , -2-Ii--s' IV -0* -:!�-o 3" -1!�ii )0�10' to'-W � ""' t-0-- -LGL-!�- 9--s- --W-q- -!�o -- -- 30,0 - . 9--I "- ,r-�.-- ---i&--0--- dq;.D--- - ---- -- jj�7- '---- --aa:j�� 4:�;-- - -j-.---,. - ---- -- - n:!L 1 -1. �1. S�-J, - - -- --'- -- ---"' - ,4. ,4. 7, 0, -�L - 7$Io , - - Mo --�L-- ---L--10� -- -!�--r- ,,,,, 1�7n_ r-S* ---J!i1-6 , - ��O----- --!�--V- ---!�-iL- !1-L- H)DA --!�-21'-- 6'-31 --!Lo� S'-If^ -- FoSo - - -- 5 110.9 ---.!::r - s'-I* - rrs-o - 51.4. 1 IT - -7_-5--- MAXIMUM PANEL LENGTH "L+* OR "L-" (ft.) 0 MAXIMUM &S.D. DESGN PRESSURE RATING (" 0 CONCRETE Ar WOOD INSIT41ATIONS t I I � Ir-0- --;n� At"--- -!4 P2,-191 - 11,,-;` .Xx � ___:no__. .1510 -L, --�:_ W-w" -Lo --7�- -L-e ---�no AID --i�-_,:_ #� 1, --t--21 B.-r --- --- - -- smd,-- 5670--- - -i�-��- -4;-�r ----i.-k- - --r_;�- - - Akii- -- er_�--- -;_i;-- -----, wo----- J, . --;�--2- - M.0 -- -, ?,-5* 61-ty, m 0 --- iZ�2- -re - - Sao 7�0* Ii S&O I-'--- - --- -- -iL4:-- -----� D.� J&D -li-1-1 fr-y- -Li' 5-Iii; -- .- 100.0 $*-31 Lfr - .. 1 6'-3- __IL-_7* W-4- ____!C&0_ I lio-4-- 1-1, -- If. - 4'-tO' A 0 Mo I - 1 4,-#, MINIMUM SEPAPAMN TO CLASS SCHEDULE KAXIM PANEL L04704 - Wpm SPEED 9 770 -0,I, WIND SOCED � 170 . PK (III) vwmmmwmliFs� �- - 30 OR LESS '. 1 I* 1. I 6 1/4' >33 70 90 I. I I. t 7 I/2* 1 7 1/2' -- >90 ED 145 I. i I- 7 �/2- j 7 1/2' I [�� I - ...."..., ...- i,.,v1rX1 1,-x rf.0 . lsimmw .mmur.11,1611.1 rrualm,mu.061 w1uOru 1 1 1 ! � I I I 1 1 1 I 1 1 1 1 I I 1 I I I I I � i i i i , I i i I I i I I i i 4 , 1 I I I i I I I : I I I 1 i I I 1 I 1 I I I - 1-1 1 L L - I , � I I 1. � -- - -1 I . 1- - L I . I i 1 J - - - I Ll .... I I a I -j - T-1111- - 1 1 1 ! ,;iv - - 1 1---, . - i - -I I F. - T I - - - - - , . - -1 J �� 71 - 1 - i- " I ' - � J, -1 I-"------- " I I -4 --- I i .1.1 i I i ! i I [::�, . �t � 9 � . I I I L i � . I I I r-1- 1 , I I � � I I I I - 1 - J - I - -i � UNBOLTED PANELS I (SEE SECTIONS AS 1 I- . I ; � I 1 � I ; . r I i � -WED 1194ELS W/ j/Ao-2oXI, S's. 1115, BOL r W/ 0 9 Ek Ov"� I I j APPLICABLE) i I I i i i i i i 1 1 I 1 ; i � i ; 11 I (SEE SECTIONS AS APPLICABLE) I I i ! 1, i I I ; � � . - L I . I 1, I � I j I i I I 4 i .,- 1, 1 i i � � i 1, , , I I I I I "I I , I � I i ; i I I � i I I i i i ! I ! ; � � I I � 1 1 1 , 1 1 , i I I I � 1 I I i I 1 I . , I D.M..(�).(& j I . i ! I I I I I , � i ! , i - - i I i - - [ L I ! i i i i i i I 1.1 - - - - IL -�, 1 I @.,g 0, 3* MAX - - f4 IV .iol -� ,;;I--!-. ; t T ,�J j - �2 - - -' - ' MAX - - -1 J r MIN , 2/4 L* * 3/4, 4/ , 5/5 & 6/5 I Ne" L*I 5 � � ,/4, WIG. 2W/6, 3W/7 & 4W/7 .- , - ----- ANCHORS (ME SCHEDULE ON SHErm 21 IQ AT 1) -- , , -- - ELEMATION 2�416`r NJ.S� ,/4- M., GAP -r- (Mik. 0"10 -1 WaE WILLIET) I I --� I im. ---1--__________� Toe BOTTOM DIRECT MOUNT i 1. HEADER .u. I.S*XI 5' HEADER STUD ANGLE Ir TRACK - . 0-00 "Irl, .C. IT= - - I DIRECT MOUNT 1. 1 32. - St. '. w so, 1 50, - 4 - 14'XLV STUD ANGLE w 12- 32' 32, 4r 38- 1 37 - (0 - .;i: -m,o,- w W- - 32- '. 5r w. I W* q) 911ALO-OUT 'r TRACK ANGUE 5r, so- 32' - 1. 1. w -- So. I ", -- - m: tVMz- I -. - .U* 1 !! . i - I I w 1� !w I Iii w -T- I - --F I 1 10 C, ) FIJI.& tam (Ii L+; MkXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN PQSnM A-1,11, DESIGN LOAa L VAX ALLOWABLE PANEL LENGTH FOR A GM NEGATIVE X&A. DESIGN LOAD. (2) PRIKEDURS TO Wrinuaw ViRmAmov PANEL Lemant GIMEN A POSITIVE ILU. oSsIam EWA DETERMINE MAXIMUM, PAKtL LENGTH %�.* FROM SCHEDULE- OWEN A NEGATIVE ASD OMN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L FINAL MAX" kt*#ABLE PANEL WIDTH IS FOUAL TO W, M" DETERMINED PANEL LENGTH BETWEEN 'L.' AND *L-* (3) SEE 504MU BELOW FOR MCI. PANEE LENGTH FOR POROSITY QUALIFICATION � OWALATVO INTO W00O ARE UANTED TO* 95 p&I MAX A,S,a Of" PRESSURE RATING I q =A-f-, -0 A I I - - -- - - - -- P- - 'on SPAM a is USED, * : : .44167 *. s o2m IKTVm Wc : * :*j ,zz, , 7$... , TATE or -- - + . . �. - .. .. �� '4 . 0171011 . 14. 1� 1-1-'. / 24 GAGE GALVANIZED STILL STORM PANEL I ."I.- .OUL PROTECTION PRODUM U.C. ' muci s^ TH STAW CAW "L. SIOH- PHONE (W)M-7-01 FAA. OM)ow-$M - - �. - M. -1 , , . ! rm, I 11 rm - 11 I GENERAL NOTES Awn m sm 4 (C) IQkXI:v1mk-wQQ2-Ak �� ' M I STORM PANEL 1�!`T!��;t�� I DOCUMENT CPE,D,) HAS BEEN VERIFIED FOR COMPLIANCE A ACCORDANCE - I IC01 TAPCON ANCVIORS, AS MANUFACTURED BY I I W LDEX, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. " STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 IV VELOCITY HURRICANE ZONES (MMAN-OADE / BROINARD CCUNTISS), _ 1/4 0 LAG SCREWS PER N.D.S- DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECT" 1609 Or THE ABOVE MENTIONED CODE. PON A BASIC AMD - I/ 1 VIA , 5/8" WDOD BUSHING, AS DISTRIBUTED fly ALL PONT SCREW. BOLT & SPECIALTY CO. SPEED AS REQUIRED BY THE 4VRMDCr*N WHERS STORM PANEL WILL RE RWALLW� AM FOR A DIREC110MALIFY FACTOR KO-O.M. USING ASCE 1-15 AND SHALL NO EXCEED THE MAXIMUM C&SO.) DESIGN PRESSURE RATINGS IND"TED ON SHEEYS C 1) MINIMUM THREADED PENETRATION VTO WOOD OF TAPCON AN04M SHALL BE 1 4,12* AM Z' FOR ELCO PANELAMIE PLUS 3 9 THRIUTO12 At 17,740 AND PANEUMILL FEMALE AD I HE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHNEL BE FIRST REDUCED TO ASO DES" PRESSURE RA71NO MY MULDPLYffIG THEM By 06 IN OROCR TO COMPARE THESE W1 MAX WSO) CJ) MINIMUM THREADED PENETRATION Of LAO SCREW, INTO THE WOOD FRAME UNIT SH,ALL BE 1 1/2� NO THREADED OCSIGN PRESSURE PAT04CS INDICATED ON SHEETS 3. 9 TEIRU I 2 8. 17. 48 PENETRATION INTO STUCCO SHALL BE CONSDERED AS PART OF THE FREEOUIRED T4READED PENETRATION #4 ORDER TO VERIFY THAT ANCHORS ON THIS P ED AS TEM INERE ROD OVER STRESSED, A 331 INCREASE 414 ALI OWABLE STRESS MR V*W LOADS WAS W USED IN THOR AIMAYSIS FASITAIM SPACING TO WOOD RAS BEEN OETERMWOO IN C 3) 101110� EDGE DISTANCE OF LAC SCREWS. INTO WDOD SHALL BE AS INDICATED 04 THIS DRAWING ACCORDANCE WITH NO.S. 2015. STORM PANr,L*S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERf1ED IN ACCORDANCE WITH SECDON 1609A.2 OF CA) MINIMUM PENETRATION OF WOW BUSHING SH&L % 1�/O* I/4' 0-20 SCREWS USED SHALL BE 1 t/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA ROOM INSI 4 01 -01 AND 00212,02-09, AS SHOULD StUICCO EXIST, AND I' MAXIMUM FOR WALLS WITH W STUCCO PER M 12-99 & ASTM C 330-02 STANDARDS. AND AMERICAN TESTMIG LAS SOUTH FLORIDA REPORT #I 1 2101-10 AS PER CS) IN CASE THAI PRECAST STONE. 00 PRECAST CONCRETE PANELS. $TUCCO ON WOOD BOARDS K FOUND ON THE EXISTING IAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE WAUL� ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS rL JRIDA BUILDING CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C 4) 2 ALL ALUMINUM EXTRUSIONS 70 HE SCW-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOFIED)� SEE SHEET 2 f0li ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3 ALL ALUMINUM SHEET METAL USED 4-1 CLOSURES SHALL 44VE 5105-HII ALLOY. 8 PANELS MAY ALSO BE INSTALLED HORIZONTAW FOLLOWING INSIFALLATIEN DETAILS SHOWN ON SECTION t THROUGH 6 (SkEErS 4 4 ALI STEEL SHEET METAL PMRS SHALL HAVE STRUCTURAL QUALITY STEEL ASIM A-653 GK40E 80 MINIMUM. G-150 OkVAIAZED 14RO" 5) EXCIOP� THAT "EADCASO *0 SHALL NOT Or USED. S1 EEL DESIONNION W/FY- 92 2 kv (AFTER ROLLED) 9 M SHALL BE THE INESPEAtISIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO RE STAINLESS STEEL 304 OR MS AdSs SERIES 00 CORROSION RESISTANT COATED CARBON SIM As. PER OIN ATTACHED TO 04SURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY RE ATTACHED It) CONCAM BLOCK OR WOOD FRAME BUILDINGS. 500�6�*� 50 k2i VIEW STRIENICTI4 AND W kmh TENSILE STRENGTH AM SHALL COMPLY W/ FLORIDA BUILDING CODE SECT. " 2-1 3.4 WF, REGULAR STORM PNIIEL WD, LENGTHS OVER W. AS PER SECTIONS 1, 7, 4. 5 6 AND ALTERNATIVES IN. J* & *W ON I C SHEM 4. 5, 6 & 7 RESPECTIVELY; SMALL HAVE A LEGIBLE AND READILY VISIBLE NANKING NSTRUCYM OWNER OR TENANT TO 6 SOLT� TO Of ASTAI A-107 GALVANIZED STEEL OR AOR 304 SERIES s7AINLESS STEEL VAIN 36 kti MXAMUM Y:ELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS I I, `51T INSTALLATION CONTRACTOR IS TO SEAL/00" ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUQUS CONTACT wri" THE BUILDING TO PREVENT VAND/RAIN INTRUSION (A) T9-umvm11-pQvmS&imm 1/4"* TAPCON ANCHORS AS MkNUFACTVRED BY LT.W BLOLDEX. INC (Ni' "'=3192 P-L) 12 STORM PANEL INSTALLATION %AU. COMPLY WIT" SPECS INDICATED IN THIS DRAWING PLUS ANY PUWAG AND ZONXU REGULAIPONS, : 7/4' 0 . 7/0* CALK-M ANCHORS. AS MANUFACTURED 01 OIEWALT IND PROVIDED BY THE ARSDICT" WHERE PERM111' is MIPLIED TO, - 1 4*0 , 3/4* SOUO-SFT ANCHORS. AS DKTIRIBUTED NY AV POIN11 SCRIFIF SCET III SPECIALTY CO IS (a) THIS PRODUCT CAALLIA14ON DOCUMENT (PED1 PREPARED BY THIS ENGINEER is GINVIRIC AND DOES NOT PRINWE INFORMATION ti��A, r", 3000 P.�O 1 #14-6 PW MATE PEUXE 0 A, PANELMATIE PLUS ANCHORS, AS WANUFACTURCU By FLCO CONSi`RUCMN PRODUCTS. FOR A SITE SPECIFIC PROJECT, s v WHERE �W SITE CONDITIONS DEVIATE FROM TOE P E 0 _ I"'Vo ZAAIAC NAILIN ANCHORS, AS MANUFACTURED BY DEWALS, JNC (b) CWTRACTOR TO BE RESPONSIBLE FOR 'WE SELECTIOk PUR04ASE AND ANSIALLAMON INCLUDING LIFE SAFETY Or THIS PRODUCT BASED (A THIS PEO, PROVIDED HE/SFHE ODES NOT DEVIATE MOM THE CONDITIONS DETAILED ON HIS DOCUMENT Al� MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHkL N I A/4-� 2- FOR EICO PARELMATE AND CONSTRUCTION SAFETY AT SITE is THE CON1111ACTOR'S RESPONSIBILITY 1 3/4* FOR ZAMAC NOUN ANCHORS W THRS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD if MOO4FIIED A.2) CALY-IN & SOUD-SEI ANCHORS 51HAIL Of EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO ISTUCCO SHALL BE PERMITTED 1/4' o-20 SCREWS USED SHALL BE 1 1/2'" I,ONG MIKMAAUM SHOULD STUCCO EYIST. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH.M0 WHICH *1U. SECOME THE AND 1* MINIMUM FOMR WALLS WITH 40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENCINIEER OF RECORD (C QR ) FOR THE PROJECT AMD WHO WILL BE RESPONSIBLE FOR THE BUT WITH *INC ZTS PROPER USE OF THE 0 E D ENGANIEFR OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P1,O ENGINEER, SHALL SUBMIT To �WS LATTER THE SITE SPECIFX DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND 04 TOE EXISTING WALL ON FLOOR, ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN SMCTURF BEHIND SUCE, PANELS tt� THIS PI 0. SKALL BEAR IKE DATE AND ORICINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHM., BE AS MENTIONED IN AA) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT (0) m-DOMiNQ 310,c�-A�- I 14. SHUTTER MANUFACTURER'S LAM SHALL K LOCATED ON A RE40LY VISIBLE LOCATION AT STORM -C2K8j[jF- PAWL SH�TTER IN ACCORDANCE WITH SECTION 1709,92 Of FLORIDA UL41DING CODE ONE LASE - t/4' 0 TAPCONI ANCHORS AS MANUFACTURED BY I I W SUILDEX, INC. SHALL BE PLACED MR EVERY OPENING LABELING TO COMPLY INTIH SECTION 170991 07 THE 1/8' CA" - I� -IN ANCHORS. AS MANUFACTURED BY DEVALL INC FLORIDA BUILDING CODE. t/4�011X. - 3/4" SOi ANCHORS, AS DISTRIBUTED BY ALL POW SCIMEN. BOLT * SPECIALTY CO - 114-10 PANELMAUIE FEMALE ID AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRimm P, IIIIIN - t/4' 0 ZAMAC NAJUN ANCHORS. AS MANUFACTURED fff D[WALT, INC %-0.04 * � ......... � .,� 41� .,�. . . 9. T) MINIMUM CIASEDMIFFIT OF tAPCON ANCHORS. ELCO PANELIATES AND ZAMAC NNIJN ANCHOR. WTO THE . I E '-. \A FLORIDA BUILDING CODE Man High Velocity Hur cons Zone) . . . . . BLOCK UNIT SHALL BE 1 1/4* 0 .. * IFI) CAL9-X III DDLID-Sr ANCHORS SHALL BE EMBEDDED 7�11' INTO W CONCRETE WQCK UNIT NO e&Wj',%,44 7 .. S ANom �,vcc w 24 GAGE GALVAMUD STEEL STORM PAWL 10. oMIAN 110- STUCCO SHALL BE FERAM TIED 1/4' 6-20 SCREWS USED SHALL BE 1 1/2* LONG MINIMUM SHOULD It"O EXIST, * I W\ 1�-. �� - I � 01"' t �'. S AND I � WWKAUM FOR WALLS WITH NO STUCCO. 111 I TATE ,- GU)m PROTECTION PRODUCTS- U-C- ` / 11LIECOsIm. \ �`,, .. 8�3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARIDS BE Mu 1`10 ... � . `80c .. III SOW DOSITSIC WALL. ANCHORS5 SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P*,4,",:. ". - wr4 rw.=--wT--- 0 - .., 'HOPIC MAX. n 3"i. -)40-m, 20-175 I ow-Noo-,Two, fAx, - 4111 �fi;l --1 INANANO . ANCHORAGE SHALL BE AS MUM014ED IN 8.1) AND IN 112) 1*17.* - "'Jow,Z.."Pe, 0 L uxp.w,.,ft/*,n CA-40WH, -1 - i - P - i - *kTp . Tw .. -1. I . to am AN, # 11 I I I I � _=Cgq" INSIALLATION INTO POURED 914�rRJEFE DETAILS CONCRETE OR I FOR REGULAR PANELCI) CONCRETE BLOCK STING POURED CONCRETE STRUCTURES CONCRETE ANCHORS e,,- �, '; , REOUIRE" - � I MI , CONCRETE ANCHORS -1 I - - 31; R"JED (SEE �L - 1- - �� SHIELIS 9 THROUGH 10' � ' � - 4) (SEE SC+REouLE -, ` I SHEM 9 THROUGH 10) Vp;- ` .... " - 4) EXISTING POURED CONCRETE OR I 11 I CONCRETE ALO;K 4) ?- -- - 1/2, I i/4- (-,- 1 � 1 - ,1/4' I - ,.'/w---:,j�,-v 1 - I -- - � --- I j . : 0 NOW � I CONCRETE ANCHORS , ", , I �,,� , - --- - I (SEE SCHEDULE ON I 0-1, I , I 11 , ". F-C t E-p - I I SHEM a THROUGH i1o) � ` � .1 ,- �, I I �t " E0,f F�,.�,,,�.�5. �-�11. .1� ��& �� 1� f- � , I yzz��11 : (j) -4 ! A.W.X"" , .�D i � , � � 11: - C1 I I 11- � - ��- � I , 101-- IRA, , L T I= T 11. E�o a �: �- 'k--, . 11 ---I- - '/.-,-M'- - T - - . , "I -- A?="" : ,,,�-`�r 11 'I' I , i -W',�, Lm e,,-,,��, � i �,,,�'- . , ,�.,�,�,�� ,�� I I i I SEPARATION I- - TO GLASS I 11 (M m PAR SEPARATION - W GLAS& A -/ I (to NIP "Mo. It�V- 00 V-417) , - �:11 -� � �,, i EXISTINIG (SEE SC.HEDIA UPON 00 I-W) 0 V M.- (SEE SCIIEDIL)LE 1 I 1 ,-, : .��, �� I I 1'.�, __� CLASS ON SHEET 3)E 1 I, 4 PAWL LENGTH I 04 SHEET 3) ,,- I I 1 i I I (SEE SCHEDULE fl 'L" MR., jui,, V Mo.. K* i I CONCRETE ANC14ORS I I I ON SHEET 3) 1, 0 4 i PANEL I I LENG04 I TO GLASS. PANEL LENGTH SCHEDULE -11 ME SCHEDULE , I (SEE SCHEDULE Y' (SEE SCHEDULE ON I I It � 8 I 1* " M I I ON SHEET 3) 17'.�31.. I ON SHEET 3) ��" . - I 1 1 - SHEL73 9 THROW41 I "A : -(D � 0 , - - I - I � I 1:-y.'t', , "V'�,�� ,� So% i OF 'L* 1.1129 i - T : =41� i I I , - ,,�.� ,: �,'. , ,� -, - �'` ON '11, 4, 4, � , - - - - '�`, t MAX I � - 19 . ...- ;,vlt ��,,�.;�,�� , , - ��,.. f wx OF 'V : I I " , - C, ) - , t'D. -i , , � � , i �� 11 1�1 I ..- I - ol�, I Olt , � "� - ,� ,�� e��, %� �, �', �,, " �� 1 w14 MAX, �� .., , , ,j,�,','f,, "/, -,-i�,,�,` --i �,�,�,� I ��:::::::' � , , - ... � � LID I . - I I ; I I t: ,;"�, - I - " I 7,�Ii� � I �� , � co� i I � '' I . . - , ,`1-,1 i ".. , EQ. ,�,"�, I I I I I I , 1-1 /I. "I'll .1 -1 I I I I I - - .- I r', - �', - I I - @ I - I ", �J - 1 4& � I � � , -,L'-Y, , -r- 11,� D � _ = "OR 1'� 12 Ilr OkC. 1, K APK"w K� � lk � " -- , @--- , W111 . . . UK � IN CONCRETE BLOCK t .1 1, --- . r I,.- REQUIRED. -� I I CONCRETE ANCHORS �1� : - I - I I (SEE wmww ON 11 � -- --j - t". � -14-cg- /C - o I'M, ". .6, W/ MR I/; .. I .--57 " - ��, � � - I I - SHEEIS a THROUGH 101 , 4.171. " , , I , " ALTERNATE - I- MI, - 'I.,.. � W/O ONLY *%EX SOLO 1-- I -- LEG LOCATION 111, -- � f, , -Z, . , . � , �." I " 1 i ; - (41 Dwm POURED CONCRETE i �E;l OR CONCRETE DLM ALTERNATE CONCRETE ' _ _ DN` 2r M.E. ANCHORS V.. Um r.m*,.r1-NmF � _, PA04ELVAWS C� ARE USED REQUIRED. (SEE SCHEDULE ON �SEE SCHEDULE ON SHELTS 9 THROUGH 10) SHEETS 9 Thom" to) BUILD-OuT SECT111181 SCALE 3/8.1. NTING NO wAfim SCALE 3/8.1' WALL WOUNT114G I CIPM MOUNT ME%, 0 8 ..�% ,;-.,, . A- r r - FLORIDA BUILDING CODE (Non High Veloctly $IN cone Zone) ED, - EDGE DISTANCE (SEE SCHEDULE ON SHEM 9 & 10) I .- � � TOP & 90TTOM WOUNTINM CAN BE � COMBINED IN ANY WAY TO SUIT ANY ..... � * I - tam mwm - . o� 4 167 ` 1 24 GAGE GALVAKED STEEL STORM PANEL 2 . . z z * -, * * , I i � - vp---,��--��--: mom PROTECTION mmms, Lm , 1. 00'- .'; .. A . . Im S.N. 51 STOW . RIV",--' aw FL Mi- K� O%wN AN I b"LL - 20-175 1 WSTALLATTDN- ") . IL � ... :-� � - Z.;) 1A ., � ""W� amutum-'saL ItX (0.)W, oomw ft I � VF" -,36-,5mvimmArw-&-1/"-1-r "Is CAICWP M-1 - ! - I-- - 1- W�LM AL I" "A - - - - FA9. - 1 1 , now LIX, 11 .. I Won I OF S I I -6-0 a) a) � = 0 - > c-- - 0 n Ld) 0) a) 2 C:)- C:)- C 0 'O 0 16- C - 0) CU 1r> -0 SR a- w . 0 .4-0 a) -0 0 CIO -0 -0 = 0 L- 2 0- -2 a = u a) :�: w C 0 .0 -Cu LL ,,- C) Cu > An - Cn -0 a) E - a) .#-, 2 0�. -E F-- K@ -0 40- C . - .4cu- U) Q. < a < z z w mi rv* " C=p C%j = 01 C%4 1= .= �s w :;-' 16AJ -w- 0 -= C,, �. g . 0 �i �� ;6. Cn 000, �E x w " .= On >< LL- -; = a. .!2 CA m= . -. 2: -9 . -CC - C'4 3 � Z! r, 2 03 =. -= - .5 E - = . - :5 -� w *! 21 i - 1z .- .j Z, I== 0 =x =.T ,-, " & m = E M C, S'- L) - CD INSTALLATION MAILS FOR REGULAR P NEL J) INSTALLAIM QUAILS EQR REGULAR MN�-- INTO PURED CQNCRETE OR CONCRETE BLOCK STRUCTURE - INTO WOOD STRUCIURES �7 ,� .1 I 1 - -L1 - ; - 0 - - - I INSTALLATION DETAILS FOR REGULAR PANEL Tj INTO WQOD , � , � I L T W.- - I . , il I ; i I SEPARATION -.-:---. .---- ALTERNATE CONCRETE , -L-�- 1'. '7 ---------- 7"'7,11 To GLAS& - t , � � I , I . , I L � WOOD ANCHORS . � � I " I I -TSEE SC MULE ON - ��; (SEE SCHICOLU . I � ALTERNATE LEG ANCHORS LOCATION � I jo I . I - ; �- - - : v.-K-w- 4.4. (IXII L I , I . WCATION -(kE SCHEDULE ON � , �; SHEET I'll) �L I j ON SHEET 3) , - L ,V,L ROUTS 29 RED 11- � , L- , - - -1 -- ,�Iai� StRUr CONCRETE ANCHORS EXISTING POURED CONCRETE I " . . (4) QE�,�w L ,. 6' MNX BEAM L4 1 , . L . I tSEE SCHi OR- - EXISTING POURED CONCRETE � SHEETS 2 THROUGH 10) � / - . . I � � � I I I OR CONCACTE BLOM OR CONCRETE BLOCK L � � . i? �- - "t- - " � - �� " - L r..-- L - ii�, (W MR AM I I I !�� U) a $HEETS 2 THROUGH 10), REQUIRED. "�� I � , , � i , ,� - V1 I � I Low" oa 7-111 ADEQUACY OF ENSW4 WOOO . � . " L I - � I .- I , - I - -" REQUIRED. . , ,=1 UEr �. 1 1 : % 11 -. - .- --I - "L* M.. BEAM TO BE CERTIFIED BY I,w , � 4 -- . - ". � 17, 1 " L I � /_-L - I . It I � I 1 -- - - - -- - - j PAmEL LENGTH NEW.TILRED ENUMIUM ON � , �, ,.* 1. " (D EXISTING POURED - - T-D. CONCRETE ANCHORS ��,,�',,�,�L' _ - _ L W - -20 WOOD �� j =-� (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER ` I - �, 0 . :E0.0D,R;rpR ,� I i - ' - L I '. � ---" !i I .. - I EE - � ;� � � i ANCHORS ALTERNATE WOW ANCHORS, -= 'i (D (D � I 0",��- - - I !S`HOn k � -- - --�iit --- A ON SHEET I I FOR " 11 Mm. - 1, 11 SHEET S 9 TN��, 02 L . I I � L �, t _ __ - INSTALLATION. " - SCOD __ , :gw IV .00 Kim . " �11��11� � I, L I � C -1 , . 1 1/4' SHEET, 11) I" I L W, SPAM " I �� --rt ON - !7 � I � A L I . - Tc- -W= WAAHIDI - I, 4% m*I& 0 MAX_ I � e =r= p a (SEE SCHEDULE ON ,.L" ,w go" OR j 1/1. I SPACER OF 'L' I 1 SHEET 11) SHEET III -ED - - - I I/'. 7 , -1 UEHGTH i ii� - -1/.`-;xNI* .� of M.'I . C4 -1 L--"- - TV stmv am I 11 *e/2-; , j�l rll-WA ; �,-�-- "i :: I S , .... , mm - , . I/. , L L I , � . �=�j -.-TT mul I I :�l " � 1 I/2- , i At, it ,yr ". = , ��' / 0. !I� ' - ' � � -- .1� i L I I L If -7- _- 'T L- - 4 CONCRETE ANCHORS - � M, .1 .m: - .. W/ wtit �� I I L i t - � I WOOD HEADER L " ;. L � 1. . , I [-,.f,. , I/, I (SEE SCHEDULE ON L ... L MC ; � I ED I L , , - , L - A � - i I � . � I . I # - - - I - I :� I 2, �,� . REQUIRED MK, Pi -- - MAX. WOOD HEADER --- , -- , � - � . I j 112 IF , --- -----.- .." - --I -4-mm , ! � � ��i I - - ; I --j- , - L - . -,' IF I - .i, I , 1 " - ,11 I � I - I . -- 14 Of ,;;D w �', ',: , , "' , ; IND" - I � - :7 i *�P:;: v'r 02 -6-10 " `1�1'.,' i r I I I `;��.' V L� i 1, : I PIXEL LENGTH I I I 1, -1;7j;��LOW ALUM" SpACERS 0 ,2 ,/?- I f: I I (�)- 1 � I �` � I . . ; . � " : _ I - - CIO I - _ SHEETS 9 THROUGH 10) - r D. "" I I I - liE;Ea� ) 1 L 4 Rmumm 'ii6 � - I , , I I - :�'�- L �� ""L I I T ED I ng I I ( L .1 . ,� I'll �L , "�."'� ". 11: -�- -* , -1 � FJD. I �". L . - - J ,-- , =- 1000 ANCHORS . � I 1 I . i I :N MO " - 1-1 � ee �`�`�1115;1'1 .. : (SEE SCHEDUUE I I @OX (SEE TABLE #1 ON 94M 11) - 1, � - 1� L . r`111 11 (SEE SCHEDULE Div- � - , " 1 , , � I I � .11 I I � 1 4 ,��,i�, , , 1�1��,� 94M 11) I Cu , , 11. ON SHEET 3 1 m - : , - I 1, MI,, I 101h. i - -0) A I � . i I �/ L I I SEE NCRE - BELOW FOR LANTATIONS FOR ILI MAX. . �, � i 1/2- LONG SLEEVES. " -- , 0 1 1 & 1-( TO %ASS, F - : I " r --) =4 -1 C, i , 4 1 -Cl) I . 0 � ' , _ �Wl, 1, ,,+��, � 1`��', .S�A I UV L : [ ,,-,, > SEPARATION SEPARATION I *L!, MAIL ! I 1; I It, � 10 GLASS. I ON SHEETS PANEL LENGTH PAN" LENGTH I i �r I -- - I It - I '1-i� - i I SEE SrHrDUUE ' q) SEE SCHEDUL (SEE SCHEDULE i (SEE SCHEDULF � I J�",j , SMALL ID S . ./.�mv U I j I I - i. TION TO CLASS ( 1 zir-q,.a 9 A 'a g I ON swr 3) 11 ON �L _ PAXEL MATE I I SCHEDULE I I I I 0 I I ON smm 3) � .. a - SHEET 3) OR PANEL MATE ON SHEET 3) t I - .1. -j (SEE SCHEDULE ON I 1��-o f L SPACER I ; ON slim 3) 1 1 1 PLUS (SEE: souvor ON swz 11) MAZO , Mir, SCPAM ION TO CLASS, t I = 5%, - - , I . - I - M.� V. j, � . " I - VJ1 SCHEDULE ON SHEET 3) ; I :,%� L- I L� ow Rp Amm I I k/1 . "L - MAX: I I PANEL LENGTH I AV , I'M M "Re' 1, M.. 1 - VIL I , wrommon I I i I ;11 - , 4 t L SHEET 3) �' . I III mi., I J � 1; , AT r PAWL LENGTH � (SEE SCHEDULE ,-� i UNOT" o" 71-61 PANEL LENGTH I �� f - '11a�-o [ , I ON SHEET 3) 1 UNGN, 000, 11-11`1 III- 1- I I I A L - - 14. 4 net ft" VIM (SEE SCHEDULE I I I-$ I (SEE SCHEDULE It I ,. I I � ,,-- - [M7 1010 r-61 - I *L1 MAX 0- I I FDA To � i 2".4' WOOD i PAWL LENGTH . I ON SHEET 31 EXISTM-41 I (SEE SCHEDULE SEPARATION I GLASS SEE = - I PLATE REQUIRED I , I ,- To GLASS. i I -12 t---- X, L - I ! , A, .. 'L ! I CLASS I - - -�11, - A OIV SHEET 3) 1 - -, ON SHEET W1 SPACER 6A I . -- I - I I ,(SEE SCHEDULE --- , , - I ��j L I I I 3) I DIRECT MOUNT - - It -- 0 41 30 I -I I ! - , , ��., I i , I - =Li ; W. I [ � I - - - ---- I � I = =11,1 "9 L , 11., I - - 11-0 ON SHEET 3) 4 ON SIM 3) T MI" .L. I .- - - - - - - A- - -1 I - -1 i �, i EnSTRAIC-1 I , - L t =S - --,� S I 01 , 0- I - -1 I �, * 1' - #L, - ----':1v -- Cn I OF V , ,--,-,-'��,1-,�,,��L-"�,�,��,�,�;-,I I I C, ) OF . i I- 'O, r :_,, -- I -T-L I 01 I -1--, < . � ,�,` I I i i [ -( - MAX Tfl,,, I , -1 MAX - , , -'�' '�� ,- i" I 50% I - I : -- C4 SCAUE 3/8.1* 1 will. I I " .;,L I -1 �,W-`,-,�",,��,�,�-'�, i j ,,��"'.`� "', -, I - , � ,�D . i I , I I I . q) I I , " - SOX I , . . I 0 12 112- O,C. SEE TABLE 0 1 ON SHEET T I FOR WX PANEL LENGTHS A Or IL - 1�� MAX -6-0 1 - 0 ED - OF *V MAX f-WIT-11- E.. 11��f-01"�. . 11 , , ",-?;,�n", - = I MAX, A.S.O DESIGN LOADS FOR THIS INSTALLATION. i - - 01 L-11 I I : 0 C.C. ,;,;- -',," I ,I or v - -,- 1 ; " *,-- -,. ;; I -- � - a) 0 , MAX ED I I , I ��-;�','�;'. � ,� I . I Mo. ED '� � I' 0 12 1/2" OC SID , I �1- -- � I . f I �1' , ,-,; - . I � L 11 tt� I . I I I . I I- I - , � - .;: I vr 101/1 , , " - � _ -1 - I I - t-L-11 I : I I $ m I , I " - ::::: a 12 1/2- O-C w - "I I , 4 i i 11- -- ---- I I ,,",!r� �, r F;4 - � �----- - I L NO FINISHO I I _, L I - �I' N� _:,,. - - I � -5-- f � ': ti 47 11 . -- ALEMD " L I rL -1 0 I/.- ac : : � - CONCRETE 1q, LLj -1 L t EQ ------- . - I I . -1 , il -- C -0 __ , 311-11� I ,,� i , , CONCRETE AIICOORS� '� ANCHORS ,, ,,, I I - -, , "' �, (SEE SCHEDULE ON 7 L (SEE SCHEDULE ON , ,, I : I . ----�- s� E=TINC POURED ,�, . �i� r I I , ; - .:11 - -1 #-- - ,- WOOD AAICHORS ** mm i A . i , 1�1 , 44 11 �, *ma � �f 5itIOWtIRLO */ STUD 1, � � I I 10 , I , - -48*=;u - I I I L 11- ------ -- � . I " L R - , SHEETS 9 THROUGH ,)I 1 2 I/$- LONG MAX ALUMINUM - I I � WACER IIA MA,` K I i/r LONG W-. e ; 0 CONCRETE �� I I I'll, EDGE OF SLAB SHEETS 9 1HROUGH I (� I- 04T, CONWALL O 19) ND 11 - 1. - - A : ; I I . - 11 - - � - - - - - &X15" WOOD 2*.4* WOOD PLATE , L I , : L I L- LENGTHS PER SHEET 3. 11, I I ' 94EET I 1) I I ECK . Drtoit) PAGERS 0 6 1/4- QC, VALID FOR � , - , (SEE SCHEDULE ON I I . I L � _ " _ j, _ _ -, - REQUIRED ,,- � -W ANICmm ;rRETE REQUIRED opt CONCRETE BLOCK 2*.4* WOOD *wm I � : ; WOW ANCHORS � - -- - -- i ASOLARED I I I � , _ _ I' WAX, LONG INUM SPACERS 9 __ , � � I L I - --- 1 7 1 SCNE= REQUIRED I - , -�, - � , � � I I -exa-mWE-W =1 .=iz,r, ANY 1 L I SCHEDULE ON (BE- PLATE REOUIRIED I (SEE SCHEDULE ON : :, 3 4* ---- � LL 1, . . SHEET 11) � , WOOD ANCHORS 1. 11, SONNoOM - , SHEETS 9 THROWN to) - - -ED - 12 1/2- OC. E TAM III ON , macm L 2 x - ��=--: REQUIRED __�_ *A� EV ---A-' � . . 'I I m a- �� TNGMIEDD�riCRETE , ALL DESIGN LOADS A PANEL � I L - ' ,_ r. I , K EXISTING POURED CONCRETE -�4) 91) PWXWM 15 LMO 10 A ONE STURY MADINGS WITH HF-Q* k -_ _ , _ , " � I STUD I , RLOUIRED : I d STAGGERED III �, 1 � ------ I- � SPECTS 9 1, TO.) � I L 00 3,017 3 MAY HE in 1/4' - � I ISLA� 11111300 Oil OW 9w 11) .� i : I � � I � (SEE SCHEDULE ON LOW AS i -L , ' IL ---- ., x=AMwA'QLo`R`Am"ft%vrK ==TY OMNUE C 04 i L - L I I ; L . r � swu I 1) COMPLIED i I " 13 A K=WrK* M&A 12 I1r MC. . L".ft"ON I - 2' W.., - - - - - - : - 0 a) CEILING Al'i Ga , 1 IT) watum in amm PROISAW � I swm 0 I I QR MOUNTING RuliazM4 OWING WALL MOU?MtjQ IDIREIM Wzm= 0) QR WITAX 6 .6% -0 W i I (M VIM 24 SAX IN& LIM" 6 LMU TO W AT RAN OMMO j §m%, P -1, - I , - Ll I I ! OWNLIM mm tARM PANEL umm OmAw 04 i U) SCALE )/6-1 SCALE a/a-i* GO iomKo � PONE LIONT. a I = .8A SIM 'q. i w ! WALL MOUNTING 6 1QIR9CT MOUNT i I r CEILING AND FLOOR IOUNTING BUILD -OUT MOUNTING Cu � . T " ALURNATIVE 2W : (4) 1 F/2' LONG WAGIN (:�� OMI?WAL ft JAS mcm . 1 "RHATIVE 3W WALL M2UNTW 1 41) SIM PMM MPAAMOD" % ONLY I to BRADDIT M : ,,IUL ,/I,'. SHEET IL evAuAr" 113 DART ALIMATIVE 4W ; AND Am onsnm WOW MAME WALL I I .A FOR WO ZDMIX 1. 2 AM 3 AS BOTTOM ," ! SCALE 3/5.1* .HNft SCALE 3/5- I' Im ALUBUME IW i I of " I E-1"4 STOW" Am THE "m P", on") or THE FLOW" j . ; SCALE 3/8- I' 1 14) OWALAYM VAUS ONLY FOR VAND i IRAUIM COOL L A. ..... . ... i . IVA'A"Offiff Iffe-ce, i I ... ... &V ... i Dii " " * ' Aa` ""' ! " . . . I ------------ '. '01L k A �/ . ft `- , A, !1�. ... I 1. I/ g5tF A� NOTES, : e '.. . = Lu - I .. 4 ` ��CEJV4--�p B s: .. .* NO, 441 ... ,c 2 . `,,�CEA(j�%�? , �,.�T ,!!*',�* -----� . .0, .. .7� . ,\ . P� NOTES., ,�� , I . _ FLORIDA BUILDING CODE (Non High Velacelly Imwwu no Zone) _ FLORIDA BUILDING CODE (Non Ifigh Velocity Hu cons Zone) Nam Em COMUMON SE=h .. . 67 FLOM A BUILDING CODE (Non Nh Velocity Hur cone Zori . *. . I 1, INSTALLATION ARE - . ef I - f o.44167 '*-. I viam umm � 24 GAGE GALVAMIM STEEL STORM PANEL FJ�l NMJQ��T-vsluw- 1. INSTALLATION ARE ONLY VALID FOR MAX. A,S.D. : No. 44167 ' t- Om 1,13000. AIR, " TOP & BOTTOM MOUNTINGS CAN BE ONLY VALID FOR MAX. A-S.D a I * i Iiaioc JXNM WL 24 GAGE GALVANIZED SIM STORM PAM ". < ONM IN DESIGN PRESSURE RATINO (p.s-f) AND PANEL LENGTHS At I : z 24 GAGE GALVANIZED SIM STORM PANEL DRAWN 11"t DESIGN PRESSURE RATING (p.*J) AND PANEL LENGTHS I 1%. STATE OF .* z . - OMAN wf� 1 * i * . * I I EXCEPT FOR S(r I : * III . _--- COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � - 0, , ------------ ED. - NOTE ME I z _ - B& PROTECTION PRODUCTS. W/O/M TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDLXES ON SHEET 3 ( - . .*i W/p/mm INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD S v - � io , I r-rn. - -- I z Qmmw&1IQN-QruCmm % -!�% A!TATE OkIr -g -�- � IECIION PRODUCTS, I.I.C. . �� 07/V/M* ( EDGE DISTANCE _ . �� IILIECO,mic -- LLC. DAM COMBINED IN ANY WAY TO SUIT AW ALTERNAn 2W) 1L .:$-. STATE OF��-.` or, �� 11LIECO. GLOM DATE I MEMBERS TO BE SOUTHERN PONE No 2, W/ SPECIFIC P� ...... - --- / IILIECO.mic. �OLOUL PROTECTION PRODUCTS- LLC- oat. SEE SCHEDULE ON F mm " 61 STRIP I WALLATIONL - TOP & BOTTOM MOUNTINGS CAN BE .� - No -- awl. lu 31314 'j�.'IORID 702� ASOO I.. 51 saw DENS17Y OF 0.55 OR EQUAL. '� z MAE- FL N�A -A TRAZY TCF"M & Am t*. IH SIPM 2- FOR NEW WOOD 3ZI. 1 ',C� 'RAW.U.- - no FL, JIM14 20-175 - - 20-175 .... It i V, . 'ON, -- "tom, t"4)M-7$4$w w (M)M-M SHEETS 9 & 10) COMBINED IN AW WAY TO SUIT ANY )"5,00 - am INONL "jam-r4s, ox twNsiv,sm 20-i7s FRAME CONSTRUCTION: WOOD F r1p ILAP - AN".. U.-m- ON �& ft -I- ... - I , - A. 1& N,z v%! z7, � ........ v A. ". _ wii��w � - Too AII-A. MI- - (IIIIII)MID-ow I 1111� =- . -.i - i - I INSTALLATION. kf m I. � am In"A", -- 10 �Oy - N.N= PNA . W-2 P-Ow, OM4)4 734N r� WINNIO - , - OR ORO" ft: 55 OR EQUAL ��ll P.E wim./im"Tume/cArt ..! - IINK , 5 -Q.�, -.1 - I - I -=---T - omatm 4� MEMBERS BE SOUTHERN PINE No 2, W/ SPECIFIC No It � Wkm Tr .,.PA. � �F. ag ; I I - wXm1"&Tmux'v I --- " < SIM 5 OF 16 , DENS" OF 01 __ __ __ , --f==-m-4 "... ; SHM I . % __j I , .,., A I SHM It to $1 I � I I I r_1N1`-11K/--1c1`Y ,- 1- 3& In tig A I I . . , I I I � I � i I � , I I I I Q- t SHEET NO. SH 1 ,3i -- - - -- I -1 , . 1 -,.1 I I " I- -Lu- -- . -t�= END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. UF E-Z STORM PANEL n1 SAFETY & HANG SYSTEMS . - , �, I �� I� : , , " , .�� 11- - - - J(j) a .(q OR ZaLf"WoMm". 2*. r I M3* 31IO M-14OF �` , IS I . 21Xe woov FRAME ool"411 ALLOY cow ^Ua �� 11�� S' Still, 4) & 0 "foup" AMISLE WN 1/1'. I Ile . -,I I , - - , .�-, . - "I - A TAPCON * 12' QX- � , ,,-,- -.X - , � - � r) - I IC1 I = =&-.c,g�, .4� X I I/e. . I 3/e.1AP0ON" 2 ,/2- ---`�,,`,�, � � :) I 6_ ""'. -EwAm - 7'"' I'm Fp.wf ��', L L ,1_, QR(3 ANCHO" 0 12 , hr.,:-- - rj I- 11 ; �, . I , 1: I Rm=ED 1, I I .4f AwMa A.".. L- 4-1 1� I I , � �.� " �,11�,��L-"�,��-�,,ft..,,,-��,..,�,,,, "I - . \ �11 I I , , ,� ", I ,�_ � �f, .. �� ,i _S _ " �_ , , ��, . 11 �/ I . , � .,�t, 1. \---/ I '��, , -a- - -J."....... -,�- - , - " � -vx,.: ", I ,- I I * 12' 0,C. I 2 . 2' . 455: - -- - .: 1� VARIES - ;t. 1 2: ' r ' LOW 11 � - lel� , W. L <12 t" - 5* a. A.M. ANGLIF OR , �,., v%. I �� ", 5* --- I - I me, 3105- 15. SHw! FOUREAD COMORM. CONCRETE I r X " X 12W 1 - 1. I- nl� METAL - swr PLOT ,T-. � I BLOM ON 2'"' ill= FF." 85-H" Do \ i -1 / - 2" - I I-, -- 3, x e x ,2W f-1 I" T ' ' RLoLFwa) x-To ALLOY . I 2 112 \, cw, ALUK ANGUZ I T/4' \� \i/" I ." , , �, . . . . - - - - - - - tt. - - - J MIN CAP � Ile ? lo�l "; , e,: o", IS 12 OLc Ini-N OR XKU-T8 -W w/lAcom " , #m= CASE B (PLAH) SCALE 1/4-.1- SCALE 1/4'-I* SCALE 1/4*-I* VALE fle-l' 7 - , 11 � I souo-sff OR CA"'" , , K FIND .. . - 1 now" ID me I I . , L I I— - W. wz AF i3x , '"I .9 0) J9 OR OR =2'M'- OR PAMELMATE " (SEE -- - - (MIN. PANEL ,.. '.4, w= SIDES OF OPENING scHEDULL ON SHEETS "� , VARIES-1 "vA REQUIRED As `IPPLICIMILE lea 11) " 21w WOOI) rR" - - OVERLAP wFoAC �* =rEcft,Rp,* --t; 51 m. I 1 4) & 0 . �,!L� J, L muhm" 1 i. I , - -- - GPEAAMG AAMM) L = , - 14 ��..'� "��,L��"El I ��--'-11�- ��', .; , , ��x�-::,- .1. - 1. Mallf" � L'L.,*- ' IL '� I - . ; �/." w, j I I L'�,"L��iL'-,� " , I- _ 1..j:,:" I / I 1 14 . ,, . ,, �, , ". ,, _ , - - - .,�'_ ,�j I ,-- L (j) (t - -, / 4 - \, . " f ORI) ci-,� � � � j)Kw W/ Amomomm FRONT, A VARIES I . REAR FIAT FANGIS PAIMU.0, M 5' m- I I - - WIVER CUT CMD PAKQ : I . WO DISTANCE 7 - - - - - F-1-1 (f; I � I / I I l .. - - - / ,/.�x " WAFF - - ".......Huft �-� . �FN� �-*Ip -- .. . =10 / `Lt!� �: SCALE I/e.I' .11,o . .. '- V" FOR DIRECT MOJ14I` INSITALLATION ONLY & --. r .'.I - -AN�, , .n\ `%�Ms -.1 �? I4 .. I ,p . . t CERTIFIED PANEL INSTALLATION AT WALLS AS/ . . s *1. .: No� 44167 I SURFACE LEWA VALWATIONS WITHIN 3/4' - III: * z s � Ilt .: 2 FLORIDA BUILDING CODE (Mon High Velocity Hftu ne Zone) CASE F (P L % . em Ttmm 'K. 24 GAGE GALVANIZED STEEL STORM PANEL rp. '... SCALE 1/4--r SCALE 1/4--l- 1-1 " .... oft'll" ft --t.0RID0, .. F. I .. � 11LIEC0.7 GLOBAL PROTECT" MOUCTS, U.C. o?lvimw .11 - / .. � am "- � ""', 4.1 "11110 1W 111 wow - q.A;"-& &,..--� GWIL FL ml,(.).�m , ,�,/ t 20-175 .:- "" (w 4 - ow - - I INS) - )"*-75�& INS UMNSIS ft . f scklScNMiNw,FqtOT �110` �ATMT , ]EPi:F:-ETEE:6m11 - - I - i -- am 8 or to 111110" ut "I , i F19 ! i 1 i A � I MAXIMUM A,S.p� DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL( J) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL (DINSTALLAIIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 8 & 7) M". A.S.D. DESIGN PRESLSUIkE PATING Co.-,.) MAXIMUM ANCHORS SPACING FOR F 0. - AS SHOWN ON 94EM 6 III 7 ARPTBLE ALIEMwrvm AN=IFI or To" MAXIMUM PANEL LENGTH .L. (m) - TAPCON LAG SCREW I PANELIAINE FEMALE 0 PANEUAATE PLUS wow ouro,,, L3� Fl"3 Ir Ir 13, 'r lit (w) _ __ 13, is' W -- IY- Ir 1 IF (wwr7m) - S / �- a 1/2' - - a 11�2* -i -1/F- --i- �, 1/2* - 2W (TOP) ___: ---------- --!L- - - '. -- 130-- -----a _ 8 _1�4- -- a" - '. - - --Tr --- 12 I/2' . . , - -- Is . � - - -- 13, - 5 1 !11� -- 7 ?1F (W" 1 - 30 I") - ----- 30 (wrlow) 5�-O OR LESS -- '. --- -- - IF---- ---1r- - �_ 13' t E---:-�s,-: - -- -- .- !!- (lop) +45, -45 OR LESS , - -- 13" 13' - I—— ---,. 13, --- ---- 13, a MOTION) _ _ 13, 13' 13, . , V, III (TOP) 13" -L]I�_ 13" 13, Ir - --- 6* IV (ammm) -i-i-/2-- - -- -6 1/2- -- 6 IT2- 5 1/2� 6 1/2- (TOP) - - I- - 6 IL41 -- 12 1/2' 5 ,/e __ (Wn,-) 15*-W TO -- IF -1/2- A- ---G __ 1/2- - 6 1/2 _ - - ) - 74,-4 . __ 4 I/2_ --j�;- . Ile ---- 7_ - _ (BOTTOM) -,a 1/2- --- --i Ilr - 12- -------: -- T2 - .0- - Crop) . -- -,-r . ......... .. ��-- - I IS. �- - 3 -- -ii�.I-i 2. :r ). J ISEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX- PANEL LENGTRS WHEN SPACER 0 ISS * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I I/ef TAK7- ANCHOR 0 a C 4 E-D - I . I", APARATO To GLASS EX67M POURED, Lee I on CONCRETE BLOC# REOUM 1/4-0 PANELAILTE PLLK ANCHOR 0 12 llr O.0 MAX. A.S.D' DESIGN PRESSURE RATING (w-) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 Al 7- AFNPL,� ALTERNATIVES C&WN". OF THEM MkVMU, PAIAM lwm v (ft-) TAINCON LAG SCREW PANEUMATE FUMAIX 10 PANELMATE PLUS Woov BUSHING ". 13, 13- 13" - 13* Iw (NIP) 13' -w -- -13.- -13. - a- IV wyw a 1/2. 6 1/2- 6 I ". 6-1/27 - 6 1/2- (TOP) - - -- - - .-- 7;-L----- - -------- - 1 1/2' ,-----.,--,- a 1/4- 12 1/2" --- w - , - . . - li� --- 13'----- 6 Ile -,--_- " - - ��) - (TOP) 5--w OR LESS 1/7. a. -- ---- . ---- '. -7 ------ 8* - - --_- ---- 131-- I.: - � --- (w) -----�--�J- �---- 1Y - >+45. -43 TO .75, -75 L- - -IF- -- -- 11, tr----- 130- ---Ii�-- 4110 MOTION ,3. Ir W 13, 10' Iw (w) Ir 13, 13, Is'- 6 1/4- (BOTTOM! & 1/7- - ' 6 1/2' 6 1/2* 6 1/2* 6 1/2- 2w (w) . - - - - . 6 Ile 12 1/2- 6 1/4' 2W marr-,) >5'-(r To . 4 1/2' 5, 1 7 III 7 1/2- -- ----- - 3W (TOP) 71-V 5. 5 1/2' - . -- -- - - 3w (wriou) -- f3l Lj----!:-- --�2� 13' '--- - 13* ---- 5 112, ---- 6w (lop) 13' 1 Ir _ 1 Ir 13* To* 4W WITOM) . - ISEE TABU #1 FOR MAX. &S.D. DESIGN LOADS & MAX. PAWL LENGTHIS %IHEN SPACER 0 -1.11 , USED, CORRESPONDING ONLY TO ALTERNATE 70( ON SHEV 6 INLJI I A A.S.D, DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS a,-e' > 40 PSF TO 50 PSF W-2- F> 50 PSF TO 60 PSF 5'-ICr I a MALX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE NUALE ID OR PANEL MATE PLUS ANCHORS & W1 (6 �P ,*Wilblt�%Q 1/2* O.C. . _ I -9=0.11.�`D I/e. 7 - POURED AMC -OR 0 9* bl�C . ON CONCRETE BLOCK REOUIRED. ?" � . .. 1. " , CONCRETE BLOCK -� REQUIRED. I . C2 I I ;4, . , I I 4) , � ,I /21 Ile Jwx - I 1 - -1 ". " I /2' 1/4' �� .,�.. MAX "Ill- ; "i, " " ' ' ED- �`�' I -,"�,"11-'1'1�4 i -0 : 1 : I .1 "/M -1 -L .m ii�o I I =.Xor.., I iI *L* V.. I PANEL LENGTH 4 (SEE ELEVATION 1 ON 94W 12) i : 0 i 1 , L12 ; i I 11 4 i a vr w It I I a §uMbis SEE SHEETS it 4 If Fell MCNOW TYPE IF SPACING FOR PG%VJXWNS Arm WOOD "Iffiff anAom M"" ANCHOR SAINDAUS AND MINIMUM EDGE DISTANCE Aft: PAXCAMD ON INS SCHEDULL FOR Le LESS THAN 00011CATIED ON SCHEDC" RVOka ANCHOR SPACING By MIATIMILYINIG ww1NO so" ON SCIMED.111. 91 Iw FOLLOMING FACTIONS FOR THIS COMMON TO BE PO"*A. MEOLOID SPACING 00FAIMED USING FACTOR SMALL MOT BE LESS THAN MINIMUM WPCW INDICATED Felt EACH ANCHOR TYPE ON ?ft SCHENJUl . ,/e.- ANCHOR m UPQM . . =�-- PLMk - MINIMAL NOON WAM (ki 3 I I -�.. jclNiw W4 3 3 r�-,- a W� 3 - 3 In � = - =ft ow owa ow .. RCM I 'Ir . . - - - .A - - - -- - 2t/r -- � ---", - - .--- �*- -- - *.go - I'm - - I- 3 1/2* - - iai�111,�,-?x, : -- -T - �,,, ?��,,, -? ,,,, - mi.. 11- SEPAILATION, : I TO CLASS. r L It � , I ""i-p I I i �.- =14 . ; I I I I I 'Ll MAX . I It. PAtML LEN0h I , a � I I (SEE EUVATION I I I ON SHEET t2) IF - T - - I I I I . - - 1 ] ff - I-- I � �", '11T.,-1-11 '. .- I - I fl,:�;I�, ; � cj, , �,,,�i.�".-" 1 I , , , I O0SI`ING POURED f ��,:�, REQUIRED. �, @ -1 a.rmm . CONCAETIE OR - - ;�, I I -1 - .1 I : � CONCRETE 9LOCh ,� *�,, - - -.! ,, .1 , 'L'�." � - . - � I/e. PANELMAIE � e ANCHOR (BEYOND) X 0 "WLEL WALL MouNtINGS wAr 3/0-i' CODE MAXIMUM A.S.0 DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SUC114G SCHEDULE FOR RE;ULAR STORM PANEL G) INSTALLATIONS INTO CONCREU & CONCREM BLOCK STRUCTURES (VALJD ONLY FOR PANIEL(j) INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) VAX, A.S.D. DESIGN PRESSURE RATING (o - 0 MMIMIUM ANCHORS SPACING FOR MIN E.G. PER SCHEDULE BELOW * 9= A to = LEMSTW v (it) MAX. A.S.O. DES" PRESSURE RATING (P.S.f.) MAXIMUM ANCHORS SPACING FOR MIN LIL PER SCHEDULE IIEUDW All - APftXMU 10 SECTM A f. WX,,, PANEL LENGTH 1. 00 www I Soual-sa FIDMILE 10 FANEI.MAIt Puts ZAMAC-MAJUN - I CALK -IN TAKOM IV SDWD-SV FEMNLE 0 1 PLUMS - ZMANC-NAILIN CALK-114 -i�� - To MOIIX ME , , = :=& pi;-� COMBKVM ------ to _ = . - cmm;mtmx-� , 10 CONCROK m = To coMom to 3m to TO =. . COMBAT", OF THEM +45. -45 OR LESS 1 13" 13, 13* .'2ZL. ". 13" 13, 13' Ir - 13' Ir Ir 1 Ir I (TOP) W-11" OR LESS I +4& -45 To .W, -0 1 I 13r" 13'- IS' ir Ir 13- Ir Ir Ir 13* 13' 11 1/2' 1 (TOP) 5,-Ir OR LESIS ---';- 13 -F- 13 F- 13 - I r I W I Y 3: 1 r I r 13- - 13' 1 15' I (BOTTOM) 13* ". 13* 13, t 13- ". tr ---3; 13' -5 43, I r 13- 1 1 1/2' 1 (BOTTOM) 3: IS- 13- _ 13- _L _ I.r 13- 13- 13, Ir ir 2 mp) 13, Ir 13* Ir --5- r -----�-- I3� I - ir tr 13- it 1/2' 2 (TOP) __IS- _ Ir j_ __ Ir _In_ 13* Ir ir 6 ir - - - -�37- -I- -- 3; 1 s`� - -�-r . -1 13* Ir ". IS 11 .1 .. I -Fr - I - - . � . 13" - 13* - Ir - Ir I- ur , Ir --- 13* - 13' Ir -T3;"- IW 3 (TOP) 13- Ir 13* 13, 13* 13, 13' 13, 3- 13* i3- 11 1/2' - 4 (TOP) " _jr - ,---- �. vri I t/2- 6 I/e 6 I/e 72 1/2-jI2 1/2, - - 6 Ile 6 Ile 3 (BOTTOM) - - , 12 t/2-12 , ", I 1/2-12 T12- - i - 6 Ile 6 Ile 3 ( - -- !�- - -----.-- a- B. w r V 1 1/2' 4 CICIP) w 5 'Ar a' a . .. 7 1/2 - .. r I A, - .. It. A A (w) - -!� 8,---__-__--,- 1-3� . Ir --jet!- -j� -- C--- - r IS' .- ---- - is, - r W -.----- Ir _!�_ - IF- 13- -- _!� r -i i - IS- - __K _ - w - - 4 (I)DIFICIA) 1. - --- 13, I - - - . is' !�-- � w It. - - -i�- _ -:-- --- ---- --�- 13 - - . - 13 -- -F-- - i3- fi- ----- . 13- . - - IIf/2 - 6-I ii ------- 11 1/2' , - 41 i ( BOTTOM) 0 (1001 - 'k- -- -3- . -- 13 -Ti; -- 13' -- . - - j; -LY 13" - 'j-pQ0)7- --- 5 (BoTrow) ---- 13' - -t3-* . t3, - -1 -3* - I r ��- --.-,- I r -1 " --!� - I., -Fr - -- ----I- ILL, - - 3 IZ -1 - --- - .- r 13 - - - --- 13. - -- -7-" 3. -�3�ir---Ir- - ir -4�- 117 - -- - _L 13- _ ir _13 IF- __!lIj_ _L__ Ir Ir ---- - .13--- - �2y�� - -1r.1 - Lr-... ti 114" 13' -6-1 /44*166--�W-ii-- 6 (TOP) ) 13Z IF'. ;3 13- '6-1/4� _Ir -a -1�i� ,--:-- - --- ----- -- -- - -6 4� -ji -- -- 6 1 le - -!�- 6 lj-� i--I/e - - - 5 Ile ' 6 -FIA� -13r - - - - - 6 1/4-16 I/e 6 DIVT? -) I r S, I r 10 1/2* 'r 7' 13, Ir 7 1/2 5 1/21 13- 4 1/2- 1 (TOP) _ , �5,-G, m - . 14-4 1 I W IS. 13' 13' - Ir =lr - 5 Ilr 0 1/2- 5 I n, I r 5 1/2 1 (TOP3 W-r TO q.-S. j - �3� -13* -TO 1/2 , - ,r 1 1/2 0 1/2 7 112 !3r r 1 (sorram) -IF- 'r i Tli Ir 13* 13* 10, ir to' it* Ir Ia* e 1/2, 1 (BOTTOM) _T_._r_ b� 3: so 'Ir Ir 7- 1 Ir 7- 17 t/2 5 1/2 13- 4 112- 2 (t _ III* it. tr -- Ir 13' 8 llr 13' 8 1/2' 9 1/2-16 1/2- 13- S 112- 2 (TOP) -L3:-- - 1, --L - Ir --- -- 9 ,/2 1 - i 2 1/2 1 10 �1/2 ./2 7 1/2 ,3' 6 1/2' 2 (BOTTOM) t ' 3' 7 1/7' 13* -- 13* 13' to. Ir so' I: __L __i _ !:_ t3l _ 6 llr 2 (BOTTOM) - - -13:- 13" 7* 13" ir 13, -13: - - ,r --T C2 9 /2 1 i2:_ 10 1/2 7 1/2 -3- 6 1/2- 3 (TOP) 13' ' 7 1/2" 13' 13* 131 10' Ilr 10, 11' - . " " - 1 6 14 - 3 (W) - - -- - -- I !-2 6 I/` 6 Ile 12 I/2' ___!/2 _ 6 Ile - - IS Ile 6 Ile - 3 �901701111) _ - - 12 4/2-12 1/2- 6 Ile 6 Ile t2 1/2-12 i/2' - f::!-::� i�13/4; i-1/4 3 (BOTTOM) -(- --- 7* 1 3' -!-IL2: -11r 5 5 1/2- 7- 1/2 8' e 4 1/2- 3- 6 1/2' r - - j 6FX;) - I - 7 1/2 � V r v --- r - 1. A- 1. � A- - 4 112-13 1� 1/2' 6 112- 3- - ; Top, -- - ----T s. _0� _ . a - . a -3 - - B. - 5 i/2' - 7 1/2 - . -- -- 4 (BOTTOM) Ir . .- - r -. -r--. - - - -- ln;;.� I - � 11F - i mormw) - ,;-T- .. ,3 , . r -- . w F- 73 - - 13� -i 112'7 -- Ir I Ir 10 1/2' 7 i/2'. 13* w 15 (TOP) I 13* a Ilr is, Ir 'r 'o, IS" - , & mv) - - - - I/- I I t/2- 10 1/2' 7 . 13, . a lIr I.r 13* 13* U, to' I]- I I , Ir 1 13- 16 1/2- 3 (BOTTOM : ;: 10 1/2' 13- 7- -- ir-�,' - 7 1/2. - 5 . 13, . '. 13' 1 0 I., IE I 1 'I. 13' j 5 1/2' 6 (TOP) - I - 6 lje� 6 1/0 - _ 6 t/e 4-1-/-4-1 ... - I - I - - - - 16 144'1 6 1/4*16 ( I - - . - 6 1/4' -1/4 '15 1/4-16 Ile I - I - I - i - 1/4 . 1. 1/4' SEE SMEEF It Fell AMOQRS TYPE A, SPAC" FOR INSTALLATIONS WFQ VOW FRAIME MAD*= 0 MMANAA ANCHOR SPAORM NO M1N1MUM COOE DISTANCE ARE 010CATO ON THIS SCHIM" MR U Lou THAN mucalb ON SbvMput REDLICE ANCHOR SIMONG W WALTIN.,11d, SIFACM SHOW ON SCHDAU N TW fOLLORMS FACTORS, FOR INS OPERATION TO K MIAMI. RUXICED SPACING OIWAAAEO UM4 FA" SMALL NOT K UESS THAN MM" SPACPAI OOWU FDA EAC" AK*W TYPE ON THIS SOMMIXAL . I Ve. I- Ile. I/e. I oWa I/e. ANCHOR "M --!C4 - wcom sam-am - Im"mill-P, - 'Zov PUS - vow-mmum _ _ _ clul-A, W#O" mwm SPACING (I,) I I * 2 In I MOSONAWO; POMM 110 :- 3 *MAO" 3 1 31/3- 1 3 'Ir 3,/2 3 'Ir . . MUN. IDK MMU (LO) FACIM I IiII, - " - -70 - - - 1, - - . � a I "I .- - - � . t . I - . � -- 0� - - --- � -r �" - � . i-��] - -- - - 0,11i - I - s wr - - . - ,.I.- - 1-0 Im Ibb- . . ID IS USM. SM 01 FOR MAX. AL.&D. a. =S=*WMEN SPACER 6 USED. jr BILL& a A.S.O. DESIGN I= - -- MAIGMUM P"dL LENGTH 4OFFSF OR LESS C-51 > 40 PSF 70 50 PSF 6.-2. 1 .. 50 PSF TO 60 PSF W-10, 1 A . PAWL LENGTHS ARE ON MAX ,LX VAUD FOR INSTALLATIONS IN/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. - - - . . - - ANCHORS (SEE SVCrKP& At ALTUMTNU ON SHEETS 13. 14, 15 Alit) --- ---. --- : 3- No, R-IA/13. R-2A/113. R-3A/14, R-19/11 R-n/113. Rl D.M.. M. -'�'IK� +11-1AW/It% R-2AW/15. R-3AW/15. +R-INW/15. R-221111/15. R-311111/16. � (�) O,q) - --- - -- . -- -- -- -- -- - - -- � --- -- ---,.---- � - - - .! - I .L 0 0 ILA v 161 v - --- - --- ,--------, � ----------- T ---- r-------,--- ---------! ----------- - ; -I - i : i : , � i I ! I i i - I . . " I . I ; I 1 1 i j I I i I i I 1 1 1: � 1 1 - - I[LI I 1.-.. . 1 � .....;.. . i � i . I i I t i � i I i , : I I ! I : � I I I i i I 1, ! 1 i i ; : , i : I I , I I I I ----T -- ---- ----) � i ! L/2 : 1/4*0-20xla S.S. BOLTS W,@ , � l 1. . (USE FOR PANEL LENGTH 71 �� I MAIL � ; 11 � I 'i : PANEL LENGTH L ! OVER -1. " I � � 0 (a) . I i , � I I REG" STOW PANEL 11 , � :� 1 ! REGULAR STORM PANEL d'-r 0 .40A -40.0 P.A.(, � , IN BOLT) � . 7 � (W/ OVERLAP MID PANEL LEND I , , �,, --- -- ---- k I - l I . - - - � I ------- i ---------- I ---------------- � - . i LWE SAFETY STORM PANEL I - 7-6. III +50.0. 54.0 P.m. I j , (w/o OVERLAP we PANEL ")wm BOLT) - : - � I - I � - I 1-3A �7 USE X-6. Wk. PANEL LENGTH ,;��A I I I - : � � � +1 � � ... - -.1 6L AT I t 10. -0-2 1 : ..b - ------------ - - - - � - - I I i _ ALL MOURTINGIS I -, , I , 4/4 0.11 I - I -� I I SS ' ,.- . �, I : ' AT EMD�� I ;�. I . I -- -- - -- I ---- - I- - -- .1 - - I ---- --- ,-. . . - . . 11 �- �, . - - I - - -, - ." I , � -- :_-�:. , -_._ : L/21 � .1 I -6-1 ,b- -- - - - - - � I -1 I— � I _- - - IT - I , I - [ �--- - , '. - - I - - - --- - I . - - -] - � I - 11 I - -- � -- - i - - , I 11 � 11 - I . � - - -- --- -- - -- . I - I -- - � 4- -- - - - - . - - - --- I -- - i , , I I . I ----- --- �-- -�mmi--t ___,__: - --- - ------------- . it. I LW=-4SArm - ,-� It I -T, - - PANEL BOTTOM COR14ERS ! 0 D.M.,(�). I ,Z------------ -,I----- Fw I � -- - . - 1 � I -OVERIAP- -- -GAEFLAIM- I ie i o I I or (�) - � NUT AT - WERJOR WIND NUT AT �] -3' Ma LEFT PANEL' RIGHT PANEL 3: ua- t INSTALLATIONS ONLY VALID FOR WIND I* MIN, R-IA/13, R-2A/113, R-3A/14, R-19/13. R-20/M W-39/14, 1 MR. SPEED UP TO ITO p,h. R-IAW/t5. R-2AW/15. R-3AW/116. -0 R-IOW/15. 111-2111111/15. R-30101/16. L101 "I'D I I - - - , - - ANCHORS (SEE SECTIONS & ALTIDWIFYIES ON SHEETS 13. 14. 15 &IS) I - - - - . IlC`M", GAP � LIFE SAFETY STORM PANEL nj ELEYATION (t) � VALE I/e-l' ( I I (a) REGULAR 2.W7' REGULAR -1 4,:�i - STORM PANEL (Wk OVILKAP21-1 WHOLE VILIK" I DI STOMA PANEL , -=J-�-�-r= ,,----F��--- -- - S� i - =�� I =,� I/ � I -, � I z --- : z��----;; . , . - � . -'� , \ ..'lJ% I. . ,�- � , ,�,- . C ` . : � \ -------- \L��` --- I z.- - . . . --- , ===�-----/- - � .- ==Vh=- -- ./ ---- - - ---- --- � � ---- : . fri - .. - - - ---------- � I .. . i .. -(D * ,fi, . 2 LIFE SAFETY PANEL MERIOR SCALE i/4'-t' INSTALLATION DETAILS FOR UFE SAFETY PANEL in . I INTO WOOD STRUCTURES I I --- - - -- 1 I li. - T--, �-, - -� - -� � - - -; - I . I . � I � , I 1. h - . . - - , � � 1 . �'. 1�1 " I ,�i I., � -1 - . . �� I , i I - I Go I I .-- �� I � � -. ',�� . �� , *wr, MuLo" I - I 1 � i - .11=AGEA , - � ll -- ro.a, ..2 I -., =10E, ii StOuALtro .- � I � i / . - I I Ilm -, �� I - -1 I—- 1 a �:l 1, - I � I - , . �-�-- ,� L- , -Z4mro"r" OC, . � : I � � 1 - CwoR 0 9 OC \ � � OCO ,-4, , "I IS 9* OC _Z4 . . ., I., .- _=;AP I I ;� CIA TAPCON �' ,� -0 TAn M O.C� � 1 4 ,, , I -41, - ,� r " . :" �, . I, I I f I I i , . " , ,�' I . . ;� I .1 j I . ,� , . ) ,�� . . 1� I . . I ! � � ... .1 ([ /. I . 02 , I . I i I 1. -k�, � .1� ;�4 - I I -(i) � i .8 pl-, - I# I j . . I I! � � �Na I � . 02 � , I I - -(�) � I,, � I ,,m* o - !�� . . ,/,. 11 . �" Son S.Rw. ��, I , , � . . I I SM10, : /2 � *mis S� - 1/2' 1/4' . I � IQ � ;, Ile , I /e I I/e . I I I . , , : MAX f I � I I : 2. 1 . . , . -- , I I - , WX. �� , I � I I � � . I � I ; ,- --- - - I I 1 2- . it i . I r �� . . 2 , , � i I . %W % �! I . I I I . W.. �', , I �1, f A W.- I . mir � 61, I . . � , . � L I I ,� � : . �� I L : . I. I � i I ' ' " I . . - 6A ,,, i L . , 1 .6 : - -1 i I : I -Gril-�Ljj : Cv' " : q) : �,----�-u L M.-I I 01 I In : 01 0 I I ,/...--I' ; i,:k 14 a � 0 1 ..�v El " , I ',/L.';a�.0 A 11 � � , ! -Tj C I - , ! ri1=10 I . S, 11 �, - ' ; o .� I � � 4,.A�.q - V, ; INK MIN I.'& A � . AA I 01 u"m olot r-0) , -r I ; I � _ ItA � 1, - I M.-.:--,, =1 ,,- 11 4 =q -- - I � .1 I I I %, Aw 0 �, 2 1 11-1 MAX, I I �FIL � I A -- 1. - -- - -,- 1 .. PAN11 aw" H I . 4 4�, , St. PANEL LENGTH 4 I - L M.. I , (SEE 0"ATION If 1 4 1C M.. . � =4"--- - (SEE ELEVATION I", I I PAM LENGTH � --I I . I --- I '� : � , ON SHEET 12) !1 : PANEL LENGTH a . ; ON SHEET 12) - - - - - 1 !(SEE ELEVATION - ---- -- - I (SEE ELEVATION I - �, -] -- -A IF I a I" I v ON SHEET 12) 1 1 If i ON SHEET i2) 0 � ---- -A I 1, � i T - - . I - '", I- W.. *. - I— � ,- !SEPARKIICW 0 : -_ - - I I. W., 4 TO GLASS. - 0 T- - ilm� - m I : (�) . I`— SEPARATION— - - o ,�ie� 10 I 10 Gz : 10 L/2 : 01 4 1 � W-----SEP,RATKMI - 0 a I � 0- 70 CLASS . I I I To GLASS 1-1, Is. ! I I I I L/2 I . I I , 171 I I � . It \ell m , @ , - - 0 '" . i . i 0 .2 'Ir I . ,2 III, I i, - . ; . . L - E� I �:: � �: - I I II, ' - = : - . I m � " ,,,- & �, I I ! - -- -,.Iowm� I 1. I # I 1, � I 1 EQ PI!-L. I - I T , I � * =.. --- I- . I �- . - I .�, - ,-�� =�� I .-.o � 1. w , - 1, . 11 . . � . . � i imn IF k ,� -r I � � C41 i ! I 0 L2 ,on. v I.- . , I . - . ; I I - , 1 04 2'.4, INK r, I , I g7-7:k-�, - I . PLATE � ; � . I I I I - I I/e# TAINCON RE0UwD - 1 4 1 : --I 1/4*6 TAPCON lz�; WOODI , - � 0121/1 " I OC� -- -7� . ANCHOR 0 9' O.C. I i I I - ANCHOR 0 O' O.0 , L � I I i . � � it STAGGERED W/ STUD RECUIRED I 11 , I I ��e STUD I i � i I I - -I/ .C, � tREOUM , i - 0; wow L, � , � , " -1 -a-..- Slow I � 1 . ,I - I I � � � PLATE . � .1 - � - 11 REOUJ" � I 11 � � �� -1 I , - - - -, RAN *wff 1ATIM'"MY iff MOREMOM PANM AMW7RAMNE1 WALL MOLM WALL MOUNTINGS SCALE 3/0-i* IV .�.J . SCALE 3/8-1* N1711EM' .1 .... EN ...-.. FLORIDA BUILDING CODE (Mon High Velocity Wir One ZOno) ., .1 . ' - .2m T1LWm W. f�. 1 . INSTALLATION ARE ONLY VALID FOR K&O. DESIGN . .44167 '. * 1 24 UM GALVAIIIZED STEEL STORM PANEL DKW- IN, . . - PRESSURE RATINGS (p.s.f) AND PANEL LEINGTHS AS I * '.. * - . - -- I"IW12M PER ELEVATION 04 SHEET 12. !- ' STATE "- ;N�-� 11LIECO.. WBAL PROTECTION PRODUCTS, LLC. OaL 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD � $-. L I= 1w. 51 $TRW MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC '%.o,'-- -RID" Oft.. - .. I. AWL n. 3w" . 11.;�&F- 1:r,=SN%p NINA .... �r - , - mal-mA FAX (04)0�� 20-175 DENSITY OF 0.55 OR EQUAL � -*L..- �,* - -- INVAING ft. . I Iil�)!W,l.nor C,ODWIS -.1 - ANN im - - - I "u" AIN - FM9 .1 1 muls w it A= IUJT J`. Px . I I , UL I "IS, I , I I I I MAXIMUM SCHEDULE: A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR REGULAR STORM PANELn, INSTALLATIONS INTO CONCRETE & CONCREM BLOCK SMUCTURE (VAUD ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEVIS 4 & 5) MAX A.ILIEL DESIGN PRESSURE RATING; (P-0 MAXIMUM ANCHORS SPACING FOR MIN ED PER SCHEDULE BELOW III - APPLICABLE to WA%#UM H 1. (m) MO, ALS4 DES" PRESSURE RATING (P-1) MAXIMILAM ANCHORS SPACM MR MIN 14 PER SCHEDULE BELOW OF APPLICABLE To - Z 0 1 ,,,W,, PAM IV (ft) Toam I sm�w Plus 2AMAC-MIALIM CALM -IN Al ANY I* - 3k -,0 To 3k 10 3k to 3k 10 come 1-& - - .'* -�= - 10 ammI To - 19 To ,M."m - --m To ""I'm W) 1. commimm Of THEM - 13* It* IY -wil 13' 13' 13' 13' IY . !3' v Ir I'D /2 13r* ir 6 1/2" 7 t/2' 5 1/2* 13" 4 112* 1 CRIP) I jr ir ir � ir ir Ir 13- 13* 13' - 12& IY � I IO` I [BOrrm0M) w 0 1/2* 13' 1 Ir 13* - -91 Ir v to" 7 1/2' Ir r I (garrom)l _ 13, It" _ Ir 13, 13' TF- -i-37-- -T3:- 13. Ir 13" 2 V r Ir 10 lIr is, -- 6 11r Ir 6 1/2' 7 1/2" 5 1/2' 13- 4 112- 2 (YOP) ,3- --��- I7 3�--�T- 1. -�T i3w Ir 13' Ir Tr- -73:- -12- 13- to' 2 (BOTTOM) . 13, 7- 13* ly ,r 9 1/2" W) - ty it' - is' �- 13' 13' 13, Ir Ir ,r Ir 13. � to' 13 VOM 5'.r OR - .-- ly i 7- tr ir Ijr 0 1/2- 13- 9 1/2* 10 1/2" 7 1/2* 13- r 3 VGA) 51-9* OR LESS - - 12 1/2-12 1/2' 6 Ile 6 ]/A- 12 1/2-12 1/2- - - 6 s/e 6 Ile 3 (sarroul - I� 1/!:L? 1/1:�! Ile ± Ile 12 1/2' 6 Ile - - 6 1/4, 41 Ile :t (BOTTOM) - FF - �-- -- . " I -- '. - v -- r t , - S a' 4 1/2' 4 M) i. i i- --- r --- 5 i/2* .--- 7* 3 11r r 6 t/Z*- 2 1/2* 4 (TOP) - -- ". �- . I t - -f:v- -- - -- - - - - - - "' ", il - -- i� - _ s* � - . (1907TOM) -- - G 1/2"L 8, ---I a' ' I - '/2* - - 'r - - 4 (BOTTOM) - - - 1 1� I - 13' 3'j - � 1�: -111�- - i-r ,,, - :k - - ,-- , - 3--- 13, ..-- --;- - 12 -T- - F - - ,CT j-jiFp--- ) �.- 13, -- I --L i " �-� - r 3 _ I q - Tu_ - _ V.-I 1/2, _ ___ i�f C37- T- . i-�- - �3' --.a,- Ir- - 6 1/2* -- -- 13* - _ _23' - 13" 13* to, (sclri6w i .- I sr _!?L I- _ - 11-1; I � ,a. . --- , . - , r - ----------i- ". 11. F .- 13' 13* 1 9 1/24 I r 9 1/2*1 " '�� --- - L' - V_i 0 1/2 , --- I 7 I ± ,�--- . LL - 5 (BOTTOM) -- � 2113. -- ; - i - Ll- - ir 11 -- i�- I I -- - ir.- .- ---. I I .4i 10' !-�, .fli. J� 13. 3. - 10 I , - 'r -- -!Z I : Is _� 113�-- 6 �jlt 6 1 2' - "r 7 I/ Ir It 'l 13' _!!�_ -- 4 1/2' - IS CIOP) --jiV >.&% -m TO .M `13 - - - 6 1,14- -T- 1 6 Ile - .t:i,1-- 6 Ile , & 1/4' 6 (11011�-) ,.75, -75 To �1%-lqm& 6 Ile - � - - -�r --- - - 15 1/4' -- - - -IS 6 Ile s . 6 IP4 I/ 114- 6 1/4 * � - I - 0 Ile Ile G in-) :�- LI/2 13* * .,* " 3i: I',- to--- I , I a. 13* a 1/2* I frop) - 13' " 13* to IL2 I" j3r 0 t/2*1 Ir 6 llr 7 l/rj5 . 1/2 --Ir 4 Ill,., ) 13 13' - _7 , I ,_ �11§ ,� 3 , _ -- - IF ,- ii �1/2 �13`_ -I- T-m �1 0.11, 1 /2. it. ". Ir I (BOTTOM). 13' 9 1/2' 13*_, 13* I I r - .- - � .- -- , 1/1' 13' r It (BoTrom) I 'Ir * 3 '� 2 ' L '� 13' to" " , . . '3- - a. Q - 6 1/2* 2 (TOP) 13' v IS" 10 Iff ,3. 6 1: 2 - /2' 13- 5 1/2' 7 1/2' 5 1,2' 13* 4 1/2*12 (101F) -is:-- i3- 7 1/2* � '. ' 'E - - .- !O 1/2+13' 11 112 a' 13* 7- 2 (BOTTOM) Ir r 13, 13* - 13' 9 1/2' ,r 9 1/2' 10 1/2- 7 VIr Ir _ # 1/;� ±�L 2 (BOTTOM) -i-T- 3 ' 112- S1 1: jj� �13'- ,-T-,_ 13- . I/. _ ___ I'_ , ,/, � �11 I//2� " - 2 .- 13, - r 3 CW) W-r To 0,-r Ir _r_ 13' , --L3:-- I - Ir .' k _7 - i 1/2 13 - - 1.� - - . I -, -L!�� 13 6 . Imp) >51-5* TO 7'-5* - - - - 12 1/2-; 112 1/2' 6 Ile 6 Ile 12 1/2' 6 I/e 1 - - S 1/4' -i -Ile i��) - I - 12 1/2-12 llr It , ' 6 I/e 6 I/e i2 1/2* 6 1/4' -- -_ Ile A 1/4' 3 (BOTTOM) I 1/2' ! 1/2* . ; e ? 1/2, 4, !: 1/2" 4__ '. _ � TTI-r- '-F- -a- ; CTOP) - 7- 1 T I - - r - 5 i/2" r - r 3 1/2" - W , 4' _: _ 4 1/2* _ 3' �� _ 0 I1r - 2 1/2' 4 (Top) r . - -L '. � - -- '. - - - ___ Ft. - 11, - w - 4 MOTTOM) _ r it - - IS fIr - - - 1. - r I - 5 ,/2. - r - 4 (BOTTOM) - �-Is- 13' 10 1/2* i3* 10 1/2'11 1/2' S' I 13'- 1 7' S (TOP) Li- , Ir . IS I/2' ir 11. - 13' , 11' i3' I 9' IV 7 1/2' 13- 4- 5 ITOP) _ 13- ; Ir 13- 10 1/2' ir 10 1/2 41 112- 3' I . 7' 15 (BOTTOM) . 'r , r 13, 13, 1 13' 9 t/2', Ir 1/2' 10 1/2* 7 1/2' 13- &' 5 (BOTTOM) 13' - 1 IY i3' 10 1/2' 13' to 1/2 I , : I .r � I S! -- Ir -�,All 19 I ': ]�/2' : 13- 1 I/ 0 (w) I . - - - 6 Ve ' 4 I/eIS (90TI-)f i . - - a 1/4- 1 - I - I � A Ile A "� ,� _ 6 (WIT-.3 - JOLLiL a - sm SHIOT I I IN wcmm rfn a SANCIMIL " @WAUXTIONS PRO "Go FARM[ A.S.O. DESIGN LOAD VA)MMUM PAN13. LENGTH IF MFMANAA ANCHM VACOM " MIMIMJA EDM VISIANCE ARE FNOC�ITILA ON THIS 909DULL FOR LO LESS INAM MCATO 04 SCHEDULE mmm ANDMON SPACIND BY, 10101MILVAM SAW" WOW ON SCHICOAUL IN THIS eoutwm FACTONS, Poll "a OPENATION M BE 008MLL qmcw SPAM OBTAINED � FACTOR SMALL MV BE USS 7,106 h� SPACING 04WAM FOR EACM NOW "Pt ON THIS SCMElx,LE 40 PSF OR LESS > 40 PSF TO 50 PSF ,.-a. 6'-2- 1/4'. ANCHOR TYPE upow 1/4'. 1,4-* Y4*. 1141. 1/410 - -Aijiti"r - - - --- - I I --- - - IMMO-All' � IS PMAS UM-K" FWA_ > 50 PSF TO 80 PSF - . V-10" IMMINUM ANCHOR SPACING DFL) 3 WANMWMEM *Now. 0.) 3 bWANG"4 �6 �,.m 0, 1 . ACRK m mmu (m) I ". ---.----I - . -.jj-- 3 s 3 2 ,/r _3 'Ir r 3 3 ,/r - ---" 77/-r 3-�/-r-3,/1 3 'Ir FACTOR L _- - -, -- - - a '/i . "O"INNA . Tr ,..``*'* ... *' I. - A Mi%x. PANEL LENGTHS ARE ON.Y VAUD FOR INSTALLATIONS ill/ SOLID SET ANCHORS & Wl Qq SPACER AT 12 1/2- O.C. FLORIDA OWLIN14G CODE (Non High Velocity Hwu cone zone). I - - I .. I - - - s - ,/r - - -- -- : -- - r on - . I---- - - -- '.. . : It-5- 3 'Ir ,N� -1 All - -- -- -- - Im J7 SPACINGS ONL:y VALID #I FOR MW A.S.O. - .S%X r�. I DESIGN LOIQS & VAX. MWTZ.EN , , USED. I . * x .200 IIUSOX PC V.P. : . 24 GAGE GULVALWED STEEL STORM PANEL : : - cow III. I BY I * * i . ATE : - - -- * \ x . ST, . - I M/M --PROD=, U.C. W INYL 1% - -�-� Z 11LIECOist, GLOBAL PROTECTION � 111, .. '! � - \ A ��a� ." 1N. w snw D ..j-L� YAJLA �Z-A00NLN` ".. IMMIE. 01. 3331- -175 - , , - Mo .1. PNmw: (M)ON-7"k ,ft (*-)$B"M 20 %. virlm A W*i� 50 f - M. fall -A. OWN" ft 1"I"onam"W/umnom/oor CA10004719 -,. 1 . - I - i - i- , .=z zi.v , Fmq ! IV w IS I 4 z z w mi 4" 1h) C%A .. q= 1= = .1 " / w Z :� Ljj C%4 T CD .= I, ,; .:: . Ir- .., 0-01 = %r C-:I Q 11CS Qm :,,< ...; = LL- a- .!2 m = - 4J) -= Inq -= cn " c= m �x % - - " 3: '" 0) .= Q) . :m- 2 - = C, .= = cul 13 - -AIC = 3; cc 7i co .= = . LA CL) = = C3 i;: 20 ::I, a -= E C, I, - 0 FLORIDA INSTALLATION DETAILS FOR UFE SAFETY PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4*0 TA",. MI ED I/eA TAKON EXISTING POURED 1/0-0 TAIRCOM 1/4-0 TAKDRI ' -= "O. ED _ � _ ANCHOR 0 I' _ OC - I CONCRETE OR - =Viror -. ANCHOR 0 9 O.0 9XII2,IP ".. ANCHOR * I, lix. ANCHOR 0 Ir 6.Z f t, CONCRETE BLOCK 11 I CONCRETE BLOCK � CONCRETE BLOCK 11 CONCRETE BLOCK - 1, .. �:: 4, REQUIRED � 1. , .�.�, 11 - � '� I I I .,e ", '� ,' I-, C2) " 02 (4) .- 4) . ", �� I , i - 1, I I , , J 1 1 1/2. 1/4' 4 - I : I 1 I/e V -- . - I/.- Ile � � , , , , , - �� , - I'll 11 W. - i � , MAX. I - l . I - � -- I ; Wy� -- - , -.1 � ��, - , , I I � 1.1- �-� -, : Lee - EDIF E.D.0 : .. 1, -- ': , �: :,-, i , �A. �11 - . � ::-, I �.11, , 11 I , ,I , - , 1�1� " I . :.� ��: . : . . . . . . " . 11 111. .. , :"... . 4 V T, , - , k 4 1.1, -,� I I , , """"' , : r I I .. I --@ '11""�/ "' 01 I (a) � C, ot 0 1 , I I- w i , I. w :: 4- 1 . " SEPARATION I it I - Z; %� IF-SEPAJOTION- I 11 I TO GLASS. . EMN To GLASS. "Twor 11 1. - -- ,/;�E m T .1. - -1*1= , - ,A - I - .0 Ex6TINQ_jpf ,/.,.-I%" EX . 0 , 1 - �. ��-p - 4. Zr- z2a�,- . A, GLASS A, C, 1, CLASS -41 1 1 , , I : '. ,- " (USERNI'MEL .1 . " , 1 M MR MI,& 0 1 e I � � T-In a I , a" r-n : I I I", I C - I I It I I. , , - : I", - i v iox. I 'C MAIL I", 11 I -t- M., .11 I 1 1 *V MAX. It i 0 ,� ; o I PANEL LENGTH I 11 d, PAWL LENGTH 11 I I PANEL LENGTH 1� I I 11 I 11 r PANEL LENGTH i1' (SEE ELEVATION I (SEE ELEVATION I (SEE ELEVATION a I NATION , I - I - - I 0 1 #- --- ,A - -- -T (SEE ELE ff I ON SHEET 12) 1 1 ON SHEET 12) i�-si=om - : ON SHUT 12; I", I ON SHEET 12) ,-,;�=-- 0 11 . I I U TO GLASS, 11 I It it) GLAS& It - I 4 . - ,- -- - 1- I 0 . - i v - - - - : w - 41-- - ,_ . '1'�. ,/-�," '," I I .1 � ] i , C, ) I " :: - I ou % �,_,,t�.,�,�., �4 ��"",.. - '?,,�-r��,%"'-., ,T,'�,.� �4 ��', - � �;; �-,%--.�, , _ � 4 �',� .� 4 �'," ,� � V " -� � I ll � , ��' � 1 1 V2 - I L12 ��' , ��, � I , I � ... I '.11,1111, 4 � � ,." - �4-,�;�: It. , , , �?:� ,�,:�,,',, . . il�� '. , -1, r , , I 1, I , 1. �:,. �, I IF 1 �z,7 i �� I r , .:2 a' C311 -�,�,� - .. : I I .. . --- I - " -, I 1� - I : -10 � I ., 1, D'. ,� . Em.- ,,��,, �, �,; 10 I- O .'�?:,�. I E.D.4 . " � ", ,, : E. - ,� - .- � , . L 11 � 1 " �, " ,%l , . i .,- I o �"'.. "' A/2 I LL � , �, . � �,� .., ,� i � �,, " ,�. 1. -0 11-11.,." " , - -11 " 1� � �,.,� �1.,� -1 - -1 "I I . ", ,"� ,,,�� . . . . . . . . . . . . `,,� I ,, . - 1, 11 , -.1. , " I , . I "" i ., �' , � � - I � eu%mw I I � I - I ,,-. I I � 1-1 . ; * a ur '11111, , Ile- I I I w ... I - ��',' . I EQ .. I . . I sm", , . I 1. ED f I— ,I= I : 3 " Z7 " - ..-` I I E01 '., to I " I � "a.. /4' ,, ,", lt� li t �� 11 " 1 ! -,. .1 I '-., lw�.= ALL ,y1V . I MIS IF � , , I , I - I .1 : 1; fflo -� iffle, .. I mn IF �� . .11 ..", I . f .., 11'�' A, 13 I t Olt � �., - rA) , - C4, ."'. I I � " I 1. .� .11 .. 1/4'0 TAPCON IM) : --- I/4-0 TAPWN 1. � -1/4-0 TAPCON � � - -- 1/4'0 TAPCON ANCHOR 0 9* O.0 ANCHOR OF 9* O.C- ANCHOR Ill, 9' CC ANCHOR a 91 Go DOSTING POCIRED CONCRETE OR K COkCWE Oft _EMST" POURED CONCREIT OR EMSTING POURM CONCAVE OR CONCRETE BLOCK REOLPRED. WIEIEP= REOLPF". ODN� BLOM RECIURED . CONCRETE BLM RIEOLXRED SECTIN R-1A VMON R-2A - 0 REGULAR PANELS 0 MANINEL 0 REGULAR-PANLU 0 u ANIEL WALL WOUNTINGS WALL WOUiNTINGS SCALE 3/6.1- A. SCALE 3/9-1- ..0010; ..... 071�n%, $11 SH" 15 A to Mo *0401111 4" 1h) C%A .. q= 1= = .1 " / w Z :� Ljj C%4 T CD .= I, ,; .:: . Ir- .., 0-01 = %r C-:I Q 11CS Qm :,,< ...; = LL- a- .!2 m = - 4J) -= Inq -= cn " c= m �x % - - " 3: '" 0) .= Q) . :m- 2 - = C, .= = cul 13 - -AIC = 3; cc 7i co .= = . LA CL) = = C3 i;: 20 ::I, a -= E C, I, - 0 FLORIDA INSTALLATION DETAILS FOR UFE SAFETY PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4*0 TA",. MI ED I/eA TAKON EXISTING POURED 1/0-0 TAIRCOM 1/4-0 TAKDRI ' -= "O. ED _ � _ ANCHOR 0 I' _ OC - I CONCRETE OR - =Viror -. ANCHOR 0 9 O.0 9XII2,IP ".. ANCHOR * I, lix. ANCHOR 0 Ir 6.Z f t, CONCRETE BLOCK 11 I CONCRETE BLOCK � CONCRETE BLOCK 11 CONCRETE BLOCK - 1, .. �:: 4, REQUIRED � 1. , .�.�, 11 - � '� I I I .,e ", '� ,' I-, C2) " 02 (4) .- 4) . ", �� I , i - 1, I I , , J 1 1 1/2. 1/4' 4 - I : I 1 I/e V -- . - I/.- Ile � � , , , , , - �� , - I'll 11 W. - i � , MAX. I - l . I - � -- I ; Wy� -- - , -.1 � ��, - , , I I � 1.1- �-� -, : Lee - EDIF E.D.0 : .. 1, -- ': , �: :,-, i , �A. �11 - . � ::-, I �.11, , 11 I , ,I , - , 1�1� " I . :.� ��: . : . . . . . . " . 11 111. .. , :"... . 4 V T, , - , k 4 1.1, -,� I I , , """"' , : r I I .. I --@ '11""�/ "' 01 I (a) � C, ot 0 1 , I I- w i , I. w :: 4- 1 . " SEPARATION I it I - Z; %� IF-SEPAJOTION- I 11 I TO GLASS. . EMN To GLASS. "Twor 11 1. - -- ,/;�E m T .1. - -1*1= , - ,A - I - .0 Ex6TINQ_jpf ,/.,.-I%" EX . 0 , 1 - �. ��-p - 4. Zr- z2a�,- . A, GLASS A, C, 1, CLASS -41 1 1 , , I : '. ,- " (USERNI'MEL .1 . " , 1 M MR MI,& 0 1 e I � � T-In a I , a" r-n : I I I", I C - I I It I I. , , - : I", - i v iox. I 'C MAIL I", 11 I -t- M., .11 I 1 1 *V MAX. It i 0 ,� ; o I PANEL LENGTH I 11 d, PAWL LENGTH 11 I I PANEL LENGTH 1� I I 11 I 11 r PANEL LENGTH i1' (SEE ELEVATION I (SEE ELEVATION I (SEE ELEVATION a I NATION , I - I - - I 0 1 #- --- ,A - -- -T (SEE ELE ff I ON SHEET 12) 1 1 ON SHEET 12) i�-si=om - : ON SHUT 12; I", I ON SHEET 12) ,-,;�=-- 0 11 . I I U TO GLASS, 11 I It it) GLAS& It - I 4 . - ,- -- - 1- I 0 . - i v - - - - : w - 41-- - ,_ . '1'�. ,/-�," '," I I .1 � ] i , C, ) I " :: - I ou % �,_,,t�.,�,�., �4 ��"",.. - '?,,�-r��,%"'-., ,T,'�,.� �4 ��', - � �;; �-,%--.�, , _ � 4 �',� .� 4 �'," ,� � V " -� � I ll � , ��' � 1 1 V2 - I L12 ��' , ��, � I , I � ... I '.11,1111, 4 � � ,." - �4-,�;�: It. , , , �?:� ,�,:�,,',, . . il�� '. , -1, r , , I 1, I , 1. �:,. �, I IF 1 �z,7 i �� I r , .:2 a' C311 -�,�,� - .. : I I .. . --- I - " -, I 1� - I : -10 � I ., 1, D'. ,� . Em.- ,,��,, �, �,; 10 I- O .'�?:,�. I E.D.4 . " � ", ,, : E. - ,� - .- � , . L 11 � 1 " �, " ,%l , . i .,- I o �"'.. "' A/2 I LL � , �, . � �,� .., ,� i � �,, " ,�. 1. -0 11-11.,." " , - -11 " 1� � �,.,� �1.,� -1 - -1 "I I . ", ,"� ,,,�� . . . . . . . . . . . . `,,� I ,, . - 1, 11 , -.1. , " I , . I "" i ., �' , � � - I � eu%mw I I � I - I ,,-. I I � 1-1 . ; * a ur '11111, , Ile- I I I w ... I - ��',' . I EQ .. I . . I sm", , . I 1. ED f I— ,I= I : 3 " Z7 " - ..-` I I E01 '., to I " I � "a.. /4' ,, ,", lt� li t �� 11 " 1 ! -,. .1 I '-., lw�.= ALL ,y1V . I MIS IF � , , I , I - I .1 : 1; fflo -� iffle, .. I mn IF �� . .11 ..", I . f .., 11'�' A, 13 I t Olt � �., - rA) , - C4, ."'. I I � " I 1. .� .11 .. 1/4'0 TAPCON IM) : --- I/4-0 TAPWN 1. � -1/4-0 TAPCON � � - -- 1/4'0 TAPCON ANCHOR 0 9* O.0 ANCHOR OF 9* O.C- ANCHOR Ill, 9' CC ANCHOR a 91 Go DOSTING POCIRED CONCRETE OR K COkCWE Oft _EMST" POURED CONCREIT OR EMSTING POURM CONCAVE OR CONCRETE BLOCK REOLPRED. WIEIEP= REOLPF". ODN� BLOM RECIURED . CONCRETE BLM RIEOLXRED SECTIN R-1A VMON R-2A - 0 REGULAR PANELS 0 MANINEL 0 REGULAR-PANLU 0 u ANIEL WALL WOUNTINGS WALL WOUiNTINGS SCALE 3/6.1- A. SCALE 3/9-1- ..0010; ..... 071�n%, $11 SH" 15 A to Mo *0401111 FLORIDA INSTALLATION DETAILS FOR UFE SAFETY PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4*0 TA",. MI ED I/eA TAKON EXISTING POURED 1/0-0 TAIRCOM 1/4-0 TAKDRI ' -= "O. ED _ � _ ANCHOR 0 I' _ OC - I CONCRETE OR - =Viror -. ANCHOR 0 9 O.0 9XII2,IP ".. ANCHOR * I, lix. ANCHOR 0 Ir 6.Z f t, CONCRETE BLOCK 11 I CONCRETE BLOCK � CONCRETE BLOCK 11 CONCRETE BLOCK - 1, .. �:: 4, REQUIRED � 1. , .�.�, 11 - � '� I I I .,e ", '� ,' I-, C2) " 02 (4) .- 4) . ", �� I , i - 1, I I , , J 1 1 1/2. 1/4' 4 - I : I 1 I/e V -- . - I/.- Ile � � , , , , , - �� , - I'll 11 W. - i � , MAX. I - l . I - � -- I ; Wy� -- - , -.1 � ��, - , , I I � 1.1- �-� -, : Lee - EDIF E.D.0 : .. 1, -- ': , �: :,-, i , �A. �11 - . � ::-, I �.11, , 11 I , ,I , - , 1�1� " I . :.� ��: . : . . . . . . " . 11 111. .. , :"... . 4 V T, , - , k 4 1.1, -,� I I , , """"' , : r I I .. I --@ '11""�/ "' 01 I (a) � C, ot 0 1 , I I- w i , I. w :: 4- 1 . " SEPARATION I it I - Z; %� IF-SEPAJOTION- I 11 I TO GLASS. . EMN To GLASS. "Twor 11 1. - -- ,/;�E m T .1. - -1*1= , - ,A - I - .0 Ex6TINQ_jpf ,/.,.-I%" EX . 0 , 1 - �. ��-p - 4. Zr- z2a�,- . A, GLASS A, C, 1, CLASS -41 1 1 , , I : '. ,- " (USERNI'MEL .1 . " , 1 M MR MI,& 0 1 e I � � T-In a I , a" r-n : I I I", I C - I I It I I. , , - : I", - i v iox. I 'C MAIL I", 11 I -t- M., .11 I 1 1 *V MAX. It i 0 ,� ; o I PANEL LENGTH I 11 d, PAWL LENGTH 11 I I PANEL LENGTH 1� I I 11 I 11 r PANEL LENGTH i1' (SEE ELEVATION I (SEE ELEVATION I (SEE ELEVATION a I NATION , I - I - - I 0 1 #- --- ,A - -- -T (SEE ELE ff I ON SHEET 12) 1 1 ON SHEET 12) i�-si=om - : ON SHUT 12; I", I ON SHEET 12) ,-,;�=-- 0 11 . I I U TO GLASS, 11 I It it) GLAS& It - I 4 . - ,- -- - 1- I 0 . - i v - - - - : w - 41-- - ,_ . '1'�. ,/-�," '," I I .1 � ] i , C, ) I " :: - I ou % �,_,,t�.,�,�., �4 ��"",.. - '?,,�-r��,%"'-., ,T,'�,.� �4 ��', - � �;; �-,%--.�, , _ � 4 �',� .� 4 �'," ,� � V " -� � I ll � , ��' � 1 1 V2 - I L12 ��' , ��, � I , I � ... I '.11,1111, 4 � � ,." - �4-,�;�: It. , , , �?:� ,�,:�,,',, . . il�� '. , -1, r , , I 1, I , 1. �:,. �, I IF 1 �z,7 i �� I r , .:2 a' C311 -�,�,� - .. : I I .. . --- I - " -, I 1� - I : -10 � I ., 1, D'. ,� . Em.- ,,��,, �, �,; 10 I- O .'�?:,�. I E.D.4 . " � ", ,, : E. - ,� - .- � , . L 11 � 1 " �, " ,%l , . i .,- I o �"'.. "' A/2 I LL � , �, . � �,� .., ,� i � �,, " ,�. 1. -0 11-11.,." " , - -11 " 1� � �,.,� �1.,� -1 - -1 "I I . ", ,"� ,,,�� . . . . . . . . . . . . `,,� I ,, . - 1, 11 , -.1. , " I , . I "" i ., �' , � � - I � eu%mw I I � I - I ,,-. I I � 1-1 . ; * a ur '11111, , Ile- I I I w ... I - ��',' . I EQ .. I . . I sm", , . I 1. ED f I— ,I= I : 3 " Z7 " - ..-` I I E01 '., to I " I � "a.. /4' ,, ,", lt� li t �� 11 " 1 ! -,. .1 I '-., lw�.= ALL ,y1V . I MIS IF � , , I , I - I .1 : 1; fflo -� iffle, .. I mn IF �� . .11 ..", I . f .., 11'�' A, 13 I t Olt � �., - rA) , - C4, ."'. I I � " I 1. .� .11 .. 1/4'0 TAPCON IM) : --- I/4-0 TAPWN 1. � -1/4-0 TAPCON � � - -- 1/4'0 TAPCON ANCHOR 0 9* O.0 ANCHOR OF 9* O.C- ANCHOR Ill, 9' CC ANCHOR a 91 Go DOSTING POCIRED CONCRETE OR K COkCWE Oft _EMST" POURED CONCREIT OR EMSTING POURM CONCAVE OR CONCRETE BLOCK REOLPRED. WIEIEP= REOLPF". ODN� BLOM RECIURED . CONCRETE BLM RIEOLXRED SECTIN R-1A VMON R-2A - 0 REGULAR PANELS 0 MANINEL 0 REGULAR-PANLU 0 u ANIEL WALL WOUNTINGS WALL WOUiNTINGS SCALE 3/6.1- A. SCALE 3/9-1- ..0010; ..... 071�n%, $11 SH" 15 A to Mo *0401111 INSTALLATION DETAILS FOR UFE SAFETY PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4*0 TA",. MI ED I/eA TAKON EXISTING POURED 1/0-0 TAIRCOM 1/4-0 TAKDRI ' -= "O. ED _ � _ ANCHOR 0 I' _ OC - I CONCRETE OR - =Viror -. ANCHOR 0 9 O.0 9XII2,IP ".. ANCHOR * I, lix. ANCHOR 0 Ir 6.Z f t, CONCRETE BLOCK 11 I CONCRETE BLOCK � CONCRETE BLOCK 11 CONCRETE BLOCK - 1, .. �:: 4, REQUIRED � 1. , .�.�, 11 - � '� I I I .,e ", '� ,' I-, C2) " 02 (4) .- 4) . ", �� I , i - 1, I I , , J 1 1 1/2. 1/4' 4 - I : I 1 I/e V -- . - I/.- Ile � � , , , , , - �� , - I'll 11 W. - i � , MAX. I - l . I - � -- I ; Wy� -- - , -.1 � ��, - , , I I � 1.1- �-� -, : Lee - EDIF E.D.0 : .. 1, -- ': , �: :,-, i , �A. �11 - . � ::-, I �.11, , 11 I , ,I , - , 1�1� " I . :.� ��: . : . . . . . . " . 11 111. .. , :"... . 4 V T, , - , k 4 1.1, -,� I I , , """"' , : r I I .. I --@ '11""�/ "' 01 I (a) � C, ot 0 1 , I I- w i , I. w :: 4- 1 . " SEPARATION I it I - Z; %� IF-SEPAJOTION- I 11 I TO GLASS. . EMN To GLASS. "Twor 11 1. - -- ,/;�E m T .1. - -1*1= , - ,A - I - .0 Ex6TINQ_jpf ,/.,.-I%" EX . 0 , 1 - �. ��-p - 4. Zr- z2a�,- . A, GLASS A, C, 1, CLASS -41 1 1 , , I : '. ,- " (USERNI'MEL .1 . " , 1 M MR MI,& 0 1 e I � � T-In a I , a" r-n : I I I", I C - I I It I I. , , - : I", - i v iox. I 'C MAIL I", 11 I -t- M., .11 I 1 1 *V MAX. It i 0 ,� ; o I PANEL LENGTH I 11 d, PAWL LENGTH 11 I I PANEL LENGTH 1� I I 11 I 11 r PANEL LENGTH i1' (SEE ELEVATION I (SEE ELEVATION I (SEE ELEVATION a I NATION , I - I - - I 0 1 #- --- ,A - -- -T (SEE ELE ff I ON SHEET 12) 1 1 ON SHEET 12) i�-si=om - : ON SHUT 12; I", I ON SHEET 12) ,-,;�=-- 0 11 . I I U TO GLASS, 11 I It it) GLAS& It - I 4 . - ,- -- - 1- I 0 . - i v - - - - : w - 41-- - ,_ . '1'�. ,/-�," '," I I .1 � ] i , C, ) I " :: - I ou % �,_,,t�.,�,�., �4 ��"",.. - '?,,�-r��,%"'-., ,T,'�,.� �4 ��', - � �;; �-,%--.�, , _ � 4 �',� .� 4 �'," ,� � V " -� � I ll � , ��' � 1 1 V2 - I L12 ��' , ��, � I , I � ... I '.11,1111, 4 � � ,." - �4-,�;�: It. , , , �?:� ,�,:�,,',, . . il�� '. , -1, r , , I 1, I , 1. �:,. �, I IF 1 �z,7 i �� I r , .:2 a' C311 -�,�,� - .. : I I .. . --- I - " -, I 1� - I : -10 � I ., 1, D'. ,� . Em.- ,,��,, �, �,; 10 I- O .'�?:,�. I E.D.4 . " � ", ,, : E. - ,� - .- � , . L 11 � 1 " �, " ,%l , . i .,- I o �"'.. "' A/2 I LL � , �, . � �,� .., ,� i � �,, " ,�. 1. -0 11-11.,." " , - -11 " 1� � �,.,� �1.,� -1 - -1 "I I . ", ,"� ,,,�� . . . . . . . . . . . . `,,� I ,, . - 1, 11 , -.1. , " I , . I "" i ., �' , � � - I � eu%mw I I � I - I ,,-. I I � 1-1 . ; * a ur '11111, , Ile- I I I w ... I - ��',' . I EQ .. I . . I sm", , . I 1. ED f I— ,I= I : 3 " Z7 " - ..-` I I E01 '., to I " I � "a.. /4' ,, ,", lt� li t �� 11 " 1 ! -,. .1 I '-., lw�.= ALL ,y1V . I MIS IF � , , I , I - I .1 : 1; fflo -� iffle, .. I mn IF �� . .11 ..", I . f .., 11'�' A, 13 I t Olt � �., - rA) , - C4, ."'. I I � " I 1. .� .11 .. 1/4'0 TAPCON IM) : --- I/4-0 TAPWN 1. � -1/4-0 TAPCON � � - -- 1/4'0 TAPCON ANCHOR 0 9* O.0 ANCHOR OF 9* O.C- ANCHOR Ill, 9' CC ANCHOR a 91 Go DOSTING POCIRED CONCRETE OR K COkCWE Oft _EMST" POURED CONCREIT OR EMSTING POURM CONCAVE OR CONCRETE BLOCK REOLPRED. WIEIEP= REOLPF". ODN� BLOM RECIURED . CONCRETE BLM RIEOLXRED SECTIN R-1A VMON R-2A - 0 REGULAR PANELS 0 MANINEL 0 REGULAR-PANLU 0 u ANIEL WALL WOUNTINGS WALL WOUiNTINGS SCALE 3/6.1- A. SCALE 3/9-1- ..0010; ..... 071�n%, $11 SH" 15 A to Mo *0401111 A%*= VNIt 1/4-. . -- TYPE At SPACM FOR INSTALLATIONS wv INKOA MNIMMAL NCNR WPOW 0.) 3 WOOD rwm @Ukoo= MINIMUM ANCHOR SPACIMOS AM MM1lAW ,��00 � .w INN& w ,=RNAL LOWWWA 3 3 =CNEG`ALFMT:.=%.=n,G ON SCHEMILE ProUCIE me"011 SPACING Amm m =NM go fill" v -I---- SCHEDULE BY THE FOLLOWING FACIOW yr lkm fOR This OP&ATON TO IN PDS$RtL RLDUCED SPACING OPM" USING FACTOR SWU NOT BE LM THAN -- ---- �- : - - --- --IIr - - 11,111- = = ==EA11 o,--" I I --- ,, "w - I I INSIALLATION DETAILS FOR UEE SAFETY PANEL (1) INTO WOOD STRUCTURES . � - - - ��,; I � - , t.!� � .�� - ... � - ��7; I . I I �', 11 � I - - li, ." ��- I .�: - -cow HEADER , �i 01000 Mum U, - -0coup, I - 11 QUFNtU , , - I 'ED � I " , � . . I I l -.- � j': 11'.7- 1 � , ; I . . I I I I i i i - - O.C- I � . , I ,� . t -- Z ox , . - . . 'ji . � l,� -1 I � 1. � , L � , p I ;, I . . :L, I I ,; I i 02 ,�, I � 4) 1� , ,N& �� I iia 1 . .0 I � w4w,", I'/,- , Ile 1 M . �* 1/2' I 1/4- .. 1 r I " I I IdAk - I . � I I I � :' 2' �� p . - I � ,. � � In. , i � I I': I ---- , I . . i � " . MI,. 1, : , -- �, -ir . I i -i- I L I - - � � : I f 1 (�) L, ��.111 11 I (D iI ,/4..--,. ="4 . I -�, 1# AL .-,l] 2. .`L. -A% 0 ,/ - " A a BOLTS$ � I r ; a IA 0000,01 I, " ==-Ir, 111""i . I I I 't, MILK 9 1� I - I I iI D , I ,L* MAX, LL - -- , I - I 1 it. PANa LENGTH I PANEL LENGTH a I ON SHEET 12) - , - , , ON SHEET 12) 1 1 - - -,f -- T- 0 1 . a 0 : --- - - 't- - I 1: �, : C (SEE ELEVATOR 0, I (SEE ELEVATION � # . -- - !" It- " �n I - -- . I �- �-";--- i -01 A 1. W.' 0 To Gl,,SS W-SEPAPATION - : - cl) Il I a X GLASS I Fi i f� Ll, --� I 5. "I , I I 4 rIFU - - @ I " I I . � , �, �. .Mww EO. /,* I IS uVr m EQ. I F- - - - , :- " "Gillilm - I � ED , I_ , A EO� .' - . I I --- --I -- l I- " It! L - I . , I �- I -1 I I � i 2-.4- WOW 1 2*.e WDW- ' I � PLATE I PLATE 1� -1 - I REOU � , - /4-10 PNAXMATr PLUS REQUIRED I �;� - 1/4-0 PAMELMATC PLUS I ANCHOR 0 12 1/2' O.C� I I . ANCHOR 0 12 1/2- O.0 1. j � L . �; : _ _ i _ : -11- -- - J' [ � J1 Affl -:'M &'M a LI 0 REM AM PANEL ,."....,I .... NGS , Vk �--.!!�i�'o N�- ftu-� 4 11 .. . . .1 ;�&EN.� '. , .- : Na. 44157 . '-. I FLORIDA BUILDING CODE (Non High Valac"4Y W cone ZanNS) . *:. III : III -M vamm w 24 GAGE GALVANIM STEEL STORM PANEL F.P.4, 1� INSTALLATION ARE ONLY VALID FOR MAX. A.S�D. I *. % STATE OF .1: CAMANN IN, . 91/p/ DESIGN PRESSURE RATINGS (p.s.1) AND PANEL . ICTS. I.I.C. x3loo SHEET .. , LE14GTHS AS PER ELEVATION ON 12. , �..� ...... . GLOBAL PROTECTION PRODL 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD $ It - &w. 51 11111111 .? DAMIL P n3l. i MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC , "hummus. , , -HPIR, (-")�16W Im- (M.)N"m 20-175 - DENSITY OF 0,55 OR EQUAL - pf WAImpartm,lowit -1 - 1 - 1--! - 1 - w-No - 1 . . � - ! I I 1110111 I$ OF If . - ------ -- - - , I f!29 I I � -&-p w CD C- co -Fu a) -&-.- 0 -X3 > IF- 1 2 2--0 C Cu -0 a- . .- a) Cm -r> .10.) C n -00 C = CU - " - CD -0 0 CU Cn .=: ..0 - 0) C 2 0 c = .0 E Cu 0 .4- ,&- CU 0 > -cn -0 E a) 0 Cn a) Ill- .1--a L- . w W Cx .= Cu 110- - c- c � -0 .- Cn < Cn L. a) -4-1-10 4--j :3 U) CD C: Cu 0 a " " :3 Lu 2 < z z < -j CL -6-0 a) (1) _I_- U) Cu > 0 L- CL CL < -6-0 0 :3 -0 0 L- CL (1) cf) Cu m SHEET NO. SH 1A, Cn L. a) -4-1-10 4--j :3 U) CD C: Cu 0 a " " :3 Lu 2 < z z < -j CL -6-0 a) (1) _I_- U) Cu > 0 L- CL CL < -6-0 0 :3 -0 0 L- CL (1) cf) Cu m SHEET NO. SH 1A, -6-0 a) (1) _I_- U) Cu > 0 L- CL CL < -6-0 0 :3 -0 0 L- CL (1) cf) Cu m SHEET NO. SH 1A, --- - - I ---- 1--L --- L ------- I, ....... 1..�- _---------I- -------------,-�- - , " - - - -- .-z ---- ,L��- -I---%---- I-- - +EZI/113, EZIW/18 ANCHORS - - -- . . . (SEE SECTION EZI & ALTERNATIVE EZIW ON SHEET IS)- - - - J� MD. -- -3. MOY .' AN. _C9 I(SEE 1, 4,,. - -i 39'(SEE NOTE 2) -�Ell-/@ NOTE 2) I S. Ev. � i , --I . � -�/18-. kt,*INU. vi� - . I I . I .- " POP PAVE? * LAST PAMELCD TO BE INS7AJLED AT EACH OPENING $HALL ALWAYS BE ? - ? 1 ? - ? .. - -- ----I-- I 6 i i 0 PROVIDED W/ REAR. HANDLE TO FACILITATE INSTALLATION IF INTENDED Ij2': - 7 - - 7 ? 1 �?�,; �. I i,. � -�7 , I 1 . � � ! : I �O BE INSTALLED FROM INSIDE OF STRUCTURE � I I . I I j I I T . � 7" i I I 1 I 1 j I 1 1 1 I 4 i -# I I i I � � : � ; ; i � � � � i ! � 1 1 i I � I I i I ! I i i ; f : � 1 L i i 1 ! 1,-��,- I [ 1 ! I I I NOTES L- I i- Jc, -j 1 . � , i 11-� - I - - -11 I � . - � I- - � I I ; I I - I � - - - - I i - - ) sox .� il !--, Orl-l', .1.11 I 7 11 - I - I 7 - 1 7 T ' T I T - I 'I i I f , -,. I I .L. . (i) 20L;��MQE-USIU_-= E-Z HANG STORM PANEL SISTEM (EN PANEI ) � INTERIOR PANEL) (INTERIOR PANEL) � i (TI I . . . . . . - 1 1 (F . NU PANEL) ' MAX C OF PANEL - C-I TRACKS TOP Ar BOTTOM I SEE NOTES 2, 3, 4 r , I I I I r !I I ! � 1 ! 1 i SEE NOTES 2, a, I ,A (2), ENO PANEL SHALL ALWAYS BE CONNECTED TO 00170%, TRAC#( i � I � I ! I 1 1 1 01-01 A STOP BAP (V SHAL L BE PROPACED AT TOP OF SUCH I I 1 ! OTHERWISE 5 � I � � i I I 41 t i I -4- 1 i . 1 1 f I � i i 1 ! L i i I � A" PANELS I � I I . I I � I I , PME1, LENGTII 1� I I III I - t a I/ - I I i I I i - IF I -1 1 400 p.1 a "(W � - Xt I - r) * I 1 T, 4 W � 'I,' �', I � ,7 - . 1 (3) IF FND PANELS ARE CONNECTED TO B(Y-,TOM TRACK, CONNECTION I I i 1 , I 1 ; -1 ! : ,. I , 7 j :. 'I 1 ( ! I I 1 1 1 � I -1 I SHALL CONSIST OF 1/4-0-20.3/4" M.S,W 7/6'0.3/32" WNC I 1. 1 1 1 . i I I I i .1 1 L � / 1 I , I , I i I I 'sx3/4* Min T I � i :1 1 1 I L � Z 7�� L / I/"-;o.,* I NUT OR 1/4' ,HUMBSCREW NTO TAPPED BOTTOM I - I � 1 * I I i 1 1 5 T; a (A OVERLAP TRACK LOCAT N OF FASTENERS WAY BE ACT OTHER OF TWO . 1 I 1 1 1 1 1 1 i i i I S g 1 1 � , 1 � 1 I i I . � I - EE �� APF,LrABI EXTERIOR "LATOI-LANGES OF END PANEL. i � 1[ i i I I J; 1 i I . I I 1 � i ; i , 1 f i I . i � � � I I I 1 ." ! ! ; ; � I so� I i I I- L J- I t I I I � I . � - - - - - � - . . . , � . - - � I or � . (4) IN CASi THAT END PANELS ARE NOT CONNECTED TO BOT70M I ", i , , i f -. � - 7WK (i A. A ST OP BAR IS ONLY USED AT TOP) AT LEAST TOO �LL I � ;i- Tj-T-j I � T -, 1 7 1 1 1 1 1 ! � -1 i 'I � , - P� �i �1! � 11 i 11 H PANELS SHAL! BE CONNEC70) TO BOTTOM TRACK JSING SPECS . � I 1 1 I I I I . ; ! 1 1.1 I I If I I I I r , ��T+-+---��--+ �- f.1 f --�--T- r -t- I INDICATED ON NOTE (3) ABOYE. IN SUCH CASE, CONNECTION OF . .J-J-L .J-J-ILL.LI-1 - -if�- -1 I I PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION I . . . . . . . e I . . , I - - - - 3. MOIL ; - SEE NOTE 4 '- - J, ... - I . On SEE SET I, .in t INSTALLATIONS ONLY D FOR WIND I-, No I VAij c?) - /9 - I I NOTE 3 70 ..P�h, A.C-4OP-1 SPEED ur TO - --- - - --(SEE UI:T,ON EZt & A,tt7ERMATWE E2iW 04 SFEV 18) - - *EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL CD SYSTEM (t) SCALE, 3/32--i- I/C uo� W 2 687 -(Mk OVERLAP -� .1 WF� LALLEI) I , ", � 1:�,:�] �� , , �� , , �, 777 77`77 770*7 7 \ 7""7I 770`7 7 N / [-/ _7 � " 11 -L - 4 . V "/ I/ , �/ MAX. CAR C1 I �, , , /- SECTION A -A 0""....'"'I's", SCALE 3/32'-" 1 III. TI � 71-IN, .... ... .. .. . .. `�� FLORIDA BUILDING CODE (Pion High VolocIty Hur loan* Zone)i . E �� Z - . � �200, 't"TOO, - " Z : 24 GAGE GALVANIZED STEEL STORM PA14EL DIUMM, NY . . = = 3 1: * I-,.*- -- = -, - -- -- �� 11 " � . STATE 0 - Z: .S .. 11 _ TaU�E C P =,%, GLOBAL PROTECTION PRODUCTS. LLC. AAIT S--1$.--` �O III O-Z e � T,U.n` -j. - C�- �, - ,"ZORID'I" AM I � (.-W'4111113"S�11 .=-M:.1I- --(--=--,.A`" MO-�& TO (0�)M-M7 20-175 Z.-c"'", ORATHAI - `1111111141� -A - 1 - !`1 - 1 - AA.TIUR A "LX .'I". FUNINCIA .. IF 14 67' , FRq . I I ..m 11 OF I * t I I ENGINEERING . re . ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15. 2020 ApplIcation Nurnhar: 171100.1 - R2 . EX Project Number 2D-31543 Product Manufacturer. All American Shutters and Glass MamillacturerAddress; 150 Donna Road West Palm Beach, FL 33409 Product Name A Description- 249a GaNimized Steel Slomn Panels Low fifissle Imped Resistara Scope of Evaluation: This Product Evaluation Report is being issued in accordance with ")a requirements of the Florida Department of Business and Professional Reguiston (Florida Building Commis") Rule Chapter SIG20-3 005, F.A.0 Jor Statewide acceptance per Method i(d) The product rioted above has been tested and/or evaluated as summarized heroin to show compliance with "is Florida Bud&V Code Seventh EdItIon (2020) and is. for the purpose Imencled, at hurst equirelent to that required by the Code R*-evsluabon of 94 product shall be required following pertmont Florida BuNkfing Code modifications or revision$. Substantiating Data. . PRODUCTEVALUA71011111 DOCUMENTS EX drawing $20-31543 filled '24ga Galvanized Steel Staurn Panels (HVHZ 11, Non-HVHZ)'. shoots 1 -5 prepared by Engineering Express, signed & settled by Frank Sennardo. P E� is an Integral part ofthis Evaluation Report. . TEST REPORTS Uniform static structural parformance has been tested in accordance with TAS 202 test standards per test noporls) *BT-ASG-17-001 by Blackwater TesUng, Inc Large mantler impact resistance and cyclic loading penformtence has been heirted in accordance with TAS 201 and TAB 203 tow standards per test report(s) SOT-ASG-1 7-001 by SWA*fttef Testing. Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering Calculations have boon prepared which evaluate the product based on comparative andtbr rational anallian to quality the Joblowing design criterre: 1. Maximum Allowable Sons 2 Minimum Allowable Spans 3 Wimurn Glass Separation 4. Anchor Spacing 160 SLIM 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAm*EmGtNstRiNGExPREss.co" E%GtNETlaiNGExPNEss.com otENGINEERING Page 2 of 2 All American Shutturs and Glass - 24ga Gal% anized Steel Storm Panels No 33% trwreaser in alloviable stress has been used in the design of this product. Separation from 94azing is not required for Installations outside of wind zone 4 and Essential facftes Impact Resistance: Large Impact Resistance has been demonstrated as eviclanced In previously listed test report(s), and is accounted for In the engineering ~ of this product. Mad Load Resistance The, product has been designed to Feast wind loads as indicated in the span schisdidels) on the respective Product Evaluation Document (I a engineering drawing) - Installation This product Shall be Installed in Wid compliance with as respective Product Evolualson Docurrent (I a Engineering drowirV). along with all components noted 1herain. Product componentai shelf be of the Material specified In that product's respective Product Evaluation Docurriont(ce engineering drawing) Limitatiligns & Conditions of Use: Use of this product shaft be in strict accordance with the respective Product Evaluation Document (i.0 engineering drawing) as noted herain All supporIng how structures shall be designed to reset all superimposed too& and shall be of a material isted in five producEs respective anchor schedule. Host structure ociroftions ~ are trof accountod for in INS product's respective anchor schedule shall be designed for on a site-specilic, basis by a registered professional erigirreer All components which are permanently installed shall be protected against corrosion. contarTionation. and other such damage at all timew This product has been designed for use within arid outside the Kgh Velocity Hlumcarte Zone (HVHZ). Resilwfully. . � �, - -'.�.:,�,,-, 4�c-� �,--* " � - :��. 71 ;;-._I' "I . , � ,�,,,P, " � I .,� I Z - � I �i- , ,., Frank Herinardo. PE ENGINEERING ExPREse OPIE0046549 I Ceri Atah 9895 160 SW 121- Avemut SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAm0ENGIseE1kINGEXPRESS,COM ENGINEIIAINCEXPAESS�Com - 717-1.rr59-1-xhZ1 , . - A-�ZN Z�'::�--I- - V,�z..1-,.'1,�'.1,-1 0� , - , Z, * � , I : ,111. - - "I :� ./�', � --�rt.1111- . � ��A = I 1��Tl -vc�Tlc, I,-. - . , '�-- I . I , -�� , -�" -- � .ed, - ,�:,,T, - - - , 11IN 1 1. F51 Ol -,:: -7 . 000" WAT T. .. .". .. - - - . I � Tr rn- �. L 1� P. !"I, I . .11, /',I-==, �-, . . :.. I . -- A - - I ,- ITI -f L W,/ " , 1 mmig!r � , 4, i Uji - T` 1) I I_, -1 �- I/ 1.��121 , - 11 I .' ... , L- , �! - , . " .Z .. � ., - - , . - . , T -� I - �, . - , - r ,; 1 - / I I t // `� -1 - . . - .. - � 15;1 A, I. � �. �- . . T-. -t I a 1 J V I --j "..Atto .1 1. - 1`1 :; --� iz- � IL I. c IoD. 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I I ------ INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL JURES INTO POURED CONCRETE. CONCRETE BLOCK AND Woo STRUP �, � . � ' . '. -7-- t'. . ,�� - =6 �VREC - - 1 � , -0 I . --.- I TAPOCIN CONCRETE OLD" - - 4- - ,/4 . . - 7 ANCHOR 0 12* 0 C. WOUIRED r11141 . . . L �� 1111� - -- �, I .I.- - 1/4-0 TAPCON ` .1 I' - HEX ME I #I-.!* HEX WAD M WOOD HEADER- 1 , EAD TEN - - -., - r - - 11401, ANCHOR 0 12* O.C. , I -, - ___- � - � !�� SCREW 064' FROM REQUIRED I EDGE OF ... . i . SCREW 064' FROM ,; I ED" OF 0 , , 0 .11 I , I I X I L, , , i �e WON t I 1;,;; . . `� , , �' ";1, I ." I CC �* .. ., � I . , I 1� , I L" 2' - Eo. . " �1 I. . . I , I As.. 1� .. . '�- I � I -- .11 - � " ,�,' - ,I- L L L-'- I I, i L- � . � - - I [,��;,,,,, . . . . . . I 1� /2' 9 1- � I I I I /I I Li : I I I I I I I � - ,,, 1 -: I , I I.,.- I Li� 11=R . B I , ss. aio- I I 9 " : I At ,A I/2' 01 , R 1' MTTL I Do ,X�x I I ,/2, , 0 SEPARATIO14- ! I I I I I I 3/16 . 0 .=. - i 3 , I EXI 70 CLASS , I ISHN4_5 k/= Rop ALUM POP 9. 1 - CUr4l TO LASS, i RWINUN` 0 -01 0 I - INVET I � -01 I I 1, , �---- . -,-- - - - - ,I -- - 4' - IF -�,A 1 L V-o` W-0, /... R - I- I -rl- I ; �A-- , - I MAX. MAX 41, 't A I I PANEL LENTTH a : I - I PANEL LENGTH * 11"VI : E-A - Il I + I It � . A, . I IF - " .� �� - I � , 0 - ; Y I— I . -- ---- -- - EI 01 I I' AR,,L I I I . I' 16', I � 1 20.2 -.x- :: 01 W-IIEPA"TION, , : C I �T To CLASS THUMBSCREW 50111 Of `L' 1 1/4*9-20,2' 501 10 I I A : or -E- " � THU C , MBSCREW I `71-;,�� i 7 : I I 0/2 , I . -,o,,�,;, I i 1-1-1- -- , �- ,,--' I . I i - L --- -�--,-- - i - , : L 7n, - � I - 1 11r "" � - .1 Wo. , ED, '�'� � ��,' I ! E I 0 - , : - - . - �11'11 . , - - I I , , , � I ` , ` � ; I �. - - I I �� ,;z �'Oftft� ",I gY - (�) r . . . . . ` III. �� " I- 1".. 1/2 , " . , - � - -- � I � I LL , , , L .--- I L C71 �r IL !� . 1�14'0 TAPCON ANCHOR I , ' LL . �, , - 0 12, 0 C I � . � � - 114-0 TAPCON ..: 1� I , " ; 2wx4* wow - � - , G ,,RED _ � PLATE -; � I .-Ir WNW � � ANCHOR a 12, O C . " Tr I I ,� 1`1 - - , 4 ! REQUIRED " CONCRETE BLOCK - - _ _ __-__ -- REWIRED - WAIL MOILWING WALL MOUNTING SECTION EZI AMIRMATNE E21W SCALE 3/8-1- SCALE 3/8-1 - "O.00h,", A. 11. .....'... ........ E . . . ,- . '. 11 FLORIDA BUILDING CODE (Non High Velocity Hur fc.ne ZoTH)l I* SIZ,IPANEL. LENGTH z * : 0.441 ... 1 X1100 1111,00. - 24 GAGE GALVANIZED 11 Ir INSTALLATION ARE ONLY VAUD FOR MAX. A.SD. DESIGN BE 2 _ 6' 2 . * - * ME SML STORM PANEL 0WAR, NY 1. * - AND 8'-O' MAX Z*. . . -ZZL: , /2110 PRESSURE RATING 4/- 40.0 p.9 f 1 lil.. STATE 0 - GLOBAL PROTECTION PRODUCTS. LLC. O".`E �,. V-Z::��- PANEL LENGTH. , I I NOR S. A, STROM, . 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4: I� 1�4 " , - , ,Z�' ----""N""""" M"'"', " """ MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC - owin 0A.-I.- I. ARA-TIo., 1. tis-Now-VTIT 20-175 QIIIAL��T'14- -- DENSITY OF 0.55 OR EQUAL CA -am I f 9 M.1 I - - I - - DAMATRA - "T, " I 11011110-wkl�ax/ItAnr i i i I I - At= IN# *'T . . I 'EEO ! I I - I"M III OF Is I I -`%� ALL AMERICAN SHUTTERS AND GLASS j 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) WIDTH UNLIKTED - WERA TO PAfEELsPAN)- TOP MOUNT JCCINN- P. TYPE AS Ri SECTIONS - --- I - ,.,- OCILTS WITH W45MERED WINGNUTS FASTENED I , 11 OVERLAPS 0 KDSPA.N*(VS-' � - I , e APPROPPLIATIF SPAN TABU) 9 .J?� , / i � � TV --------- e I - PLAN VIEW -, 5 I 6 I . . ;-- V I ., al . a " . 11. � § 11 I - - -1 S' I I I Ili I I 11 - - - - I '; =-L I 11 1. - I I -' 611' I ti BOTTOM No N I`, (CONNTYPI J:�J - N E, -, RM'D) \ R�DJITVJ _ ' .. _ MAYBEAIT --_--- 0, 375' (T) TYPICAL VERTICAL MOU-N-TE-LEVATION 11.2i N T S. ELEVATION TOP MOUNT LfRIP, (CONN TIME—' AS RfQ`D) \ tSPAN ABOVE I .- 45S7RLC") � � 'it� ;� i IBOTTOM N - '61 t rM NY I � 0 =14 TYPE RIEITD) 1 I - . . - _ _ - ----- - OBSTRU � a il!r, I - (LOUTI tAS - - r � 1 � � TO , , P . AT. . P . n P r IN. T IPE CON �;. I L I I I I I I I I I I I I ,if I P. AS REQ. D) � _ - BOTTOM MOUNT (DO ,,PX"-,-" i TY PE AS C�� A= � OBSTRUCTION) PANIL5114Y BEICYTIC"IDAS REWIRED. OMONALX'-20 9MCM BOLTS WITH WASHFRED PROV DED THAT CONFIELTIONS AND I ANCHORS ARE LISED w PY � NUTS FASTENED "M a SPANS ABOVE A BELOW ON. Cy LAPS ONDSPAN (USE OPRWTL SPAN TABLE) VERTICAL MOUNT ELEVATION /-2*'\ (NOTCHED PANELS) \IV N.T.S. . ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 2- GAUE;F PANELS --- MONIMUMSrURMPI,Nt,SEPAMIIONF"rLA551 ' (MV14Z, WIND ZONE 4 & ESSENTMU FAOk FTIESI L - ,- .- MAXIMUM I "Er ALLOW AZT INSIALLATIONSLESS IN15TAILATFUNSCALFATt7i I : E "t -11-All I THAN30'ABOVIGRADE IMANNACIOVEGRAO i ff�p ;___,, . , I i --- -4_311_ �- - , - � 1301I. _ I - - ___ 6,06. _ _ ____ -------- ---- _2 16 In -- _ _ I . 1 *�"s � 13110", 1, 6,061. - .116 I. i . - I � [ '. � 13ou'. - - - , - 1 &06'. -66�. -- - , 2,16IF - --ii, -- ---- I .140 � - - : -i4s 1. -- I 130j): -, 1. : t -1 W i ERA IT 606",, 1 1, 16 W i � tok �,- - 6 08.;, � is'. ! ---- -.-I/,,-- .J.,HT 83 ?I. - I I 6 - 09 � ... � - - -1 i;3-1.- '- , �5� - --- - 59 8 1. - --- r 6 11 I. . --- I li2---- , , I .. 1. . . , __�i ,!7o--- I i�,� J- .-.I-,, - -----,. _6 IJ- -.----- 290H ------I :iFAN bt-l-ItULILt NU I tb: - t. ENTER spAiN SCHEDULES WITH NEGATIVE DESIGN LOAD$ PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN+ SCHEDULE IS ACCEPTABLE MR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. Z 'PANEL FASTENERS' ARE STUDS USED IN CON)UNCTION WITH ALL MOUNTING EXTRUSIONS (-r-TRACK ' STUDDED ANGLE. ETC.) USE 615� 0 C. PANEL FASTENER SPACING TAKE VALUES FOR A" 'W, ANCL"Q"�HEADEPS (INCLUDING BUILD OUT CONDITIONS) I U14EAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE TIM HIGHER UDAD I GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 70 DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION bErWM LOADS IS ACCEPTABLE OTHERWISE USE NEXT HIGHS LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSEMYT FACUJTUES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. 'nON A MAY VARY) sip, -- mmlea-1 � -- I IV - - I -7---� Dww WW MAXIMUM ALLOWABLE ai:�"L AZI -, , WWI ;7 " - ' - oot..)�),, DESIGN PRESSURES: \,�,z -d � ,jZ.-"` I.- I ,, - / . , "20-0401 N�;; F--sNoTwm DEsir-NI - DESIGN NOTES: I SCIIEDULES j � 1. I POSWX NEGATI'VSETDIESSI�LPR CALCULATED THIESS Olf M 00'1! ERMINED PER - . * A, TT 2 , 1 SE ARM E IN NW6 IN ACCORD NCE WITH THE E N RE M ME a M TUCHAPTER �'! Nt; e I � Ij i 'Em �1 DID , 0 E H 1609 OF THE PLO F, DA BUILDING CODE 914ALL BE LESS THAN I I . � 1.751 OR UALTOV POSrTlVE OR NEGATIVE DESIGN , 11 � I �.' � 1 111 EMBLY AS SHOWN, - tC 0 A��l P GENERAL NOTES: A I 1- 3C51 g ID HAS BEEN DESDIIINED AND SHALL Of FABRICATED TW I VAIN . I� �=.R`SPECIRCArtON DAWCE VIM THE R%VIRAMEATS OF THE FLOPtIDAGUILD21G CODE ON 20 OFTHENWZ�.P 11 ,a IN CI . S,PUSEHISIDEARDOUTSID 203, 202 Alto Ol MTOCC I.S. CONTRACTOR SHALL INVESTIGATE � IN COMIC`MTO ALL LOCAL BUILDING CODE AMENDMENTS WHICH 14AY .41y. DESIGN REAL RMND AS STATED HEREIN MAY REQUIRE In �DDETIDMAL 53TF-SPECIFIC SEALED ENGINEERING. NO 33-1/3% ENCREASS& 1111, ALLOWABLE &TRESS MAE BEEN USED IN THE � 'essci OF THIS Sys", , THEA MTIENGI 110 MD FOR TFIE PROIECT a 0 it)PERSTUMA! WITH IN ,A:geErVR IS USED SMALL BE AeSPONSMUt THE INT1154FUTY OF ALL TO THIS -1 OR SU"DATING SURFACES DESIGN WHICH MALL BE COORDINATED BY THE PERKTTING CONTRACTOR. 0 5"-%�SFECTFRC*SMNLJ!DEMGAftEI!AIN * I I Q IAERDEtMN�COODNIrA&7rT&CCNMLMOANDEE%OrWTEOIWWATbERSI'MI.�-"i-BFI..,V.M�"I Uf If! !A� fEep =OkmevorrAILED"Isten, IS GeNERIC AND DOES NOT PROVIDE �Q 2 n, I NFORMATION FDA A SPECIFIC SrM PDA SITE CDN�ICHIS DIFFERENT PROM HE NDETIONS HER A LICIENSID VAIN R KIMTE LU 1 I 1 , �RCH TECrSMALLT*'TVAfWSATEAE" 9ER0 BED �fo PECIFICDOCUKEUTS ORUSEIN 1 6 � I 1 1 .OnjuqCTICIN wn-T-THIS exxtinetir ,�M DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED , A R - irTY FACTOR, 5URES DIVIDED GIRLS 11 1n&A1fffflMA1I1 I�SSNOTIEF . " TO " OK '" WPM, 'J�c 3i In I Ill rNERS SM AKLA IF C A D I .� IT M IE XTI% 0 RAISE RROStON- AND SHALL COMPLY WITH CIFICA11ONS MINUM SrALICTUAW WCMN 13 by Ta ALUMINUM ASSOCIATION, R., ;,, g t 1, 1, "VAPPLI L' STATE' AN I CODES. 5 1 � ALL STORM PA NILS SIT RE 24GA S 51TDRM PAR! SHAUL FORM To ASTIN 1.117TUR.LWALLPY 9 I TrELMOG VANIUCCOATMWrTH A MINIMUM PI-111.1 KE. a ALL AUUMUIUK EXTRMONS SHALL BE (A4346 ALUMINUM oy� X: INLESSNOMOTHIPRIATSE. "11C I YOP SOFYTOMOEYAV.SSHOWNKAYE1EMTCKHANGI!PMF2M tHt MnONSD=ATE. PANELS NAY BE MOUNTED VERITCALLV OR I JORM LY 5 "IJ . f AX MOtEfk"A�BEEND�M� MVQIAN Opr :1 -C . _Z: N7 ON-CRACKEDCONCAFTEORL .111WALLALLCONCKETEANCHORSPER OCON�6 L.1 [ANUFACTUREKSMOMMENDATIONS. 3. THE CONTRA R 15 RESPONSIBLE TO INSULATE OR PROTECT ALL "'MaERS' "'M MILAR MATERIALS To PREVENT ELECTIUCKYSM, I I 06 , 4. ENGIMIEEROEMALI 7 IIAL DESMiN A& ONLY USE CMED HERETC) VALIDATES 6 14OWN SPECIFICATION BY CORY FL.L.k TkW It NO"IFTES N, SAVM MARMUSS 1 2 I ; THIS INGINEW FOR ALL. COST a DAMAGIVS " G "" , .4 I =1CISIVON - M 1, IT I,- lang OVULATIONS OF THIS PLAN. J. ITAIII 'CE ADDITIONAL =17.6 N.T."N'.6"o. X-PTIRCAMONS ON S. DOCUMENT I I I �AL%M A" ,LOR�MMARMMTG� qjY%A Oi� OT ;JW IIM DATE THIS CERTIFICATION, 1. . F , ANELS SHALL BE PERHAM JMINIMUM OF (1) LABEL __ � _ _ _ _ _ _ EE� LABELED WETHA I . ft -01i 11 I ---- VISIT ECALC.10131643 0 0 'I" FC, =-�.P�D�A,,T�'�3 01 Im - I -.- . 1111 11 11 1-1.11.",- N - =TrT9%"9T=c.:: a . � @Z-M=LT OWABLE SPAN SCHEDULE TOP NICUNT - , I � I I � d A I � : Ji A I I 1�1 ?. � i, � f, ! III f I I I I I !D I I , , - I 1 ,4 1 � I Ir W Zf 24' 2V Zr 2C T 24' 2T 2W -- ra- b LF "Voo. o- or S Z204�� - 27 2 Zr IV` 30' 31- IV- 30' Zr 3M 11- 33" I Ar 23- W W -H7 5F -57 -Sr Bud Angto NNA M-* 27 Zr 2r I V 1 S a Irl = 2r -R� 31' i IDIMHA MOLA, LF. " 2'r ;_ 1_ zt, 4r Sw sy -,r MWNNM ITL a- (I' Zr 1 2e� 2T Zr I T ?� 7.T ;W 'I"t T= 2e Zr 24' _'It _ IL 2C 4$' 37 W SNA W Ano IWIM zy mr 11" Xr I Z -9-f-9- -� -M 3:r Be- , n, �, I,—— C&Z-rwr.T = 11;11172=al=� a -.11=11=.-o �1=11= w. `At w I .� m- . "st.�,)�,.��s,��t,�ut.tb�,��a,"G�,s�.�l.-�-.1�m" iIti`SH`-.�I.q.-HA`IDN"VPYI` I �m.�-E,�.qu,.rv,..,-",-,mu-��m,-,-It ".T.-""AAt �:,�.-�.1m,�-�l-,~In�".Rwl.�.��-.-��Ift��.r.11 I T.eXI,, ITS ,0 ,2Q, F.- . .I- -- 00,�,) - 1". - 1. . BOn. .- I- lm� . I � I . I I s � I I .�, - T- IS ..w. gMt I " LIT ,,* C,I,1tnA, - . . X. - .-NC I - .1- . L ,'I- -1 ..L-- - ", -- L ?W ONAL INTERIOR FASTENING DETAIL -1 .tL I—` 1.0'I III-O'I A' I.. I� I I -I- ROFT � " * " "C"""` '", T.O., ... .1-1 . I �V' . 1. (rc� &O'n. -nn r :1 IS - To At,A,�. ., IT " 1 C, ,"- 11 Z 11 I 11 rz'-', , .AAYW-OT49 I, - 4 MVII... - 5 .,� 4.�� 1, . -'-�-f� � 0. _j . � . 1. , . TIT TIT 5 -; L d�sel 9 - - , 9 in -ft i � V - ,:" U . - -C if - I 9 , 5i; 2 :! 11 - . a: i qg 1. i . b- O V) � - a . Z I < I . to.... I I, a 4! I 1j, � i j ;-Z Z I x I I IM-7 "I Z I t! 5 V 2 LJ1J 9 2: fi! < I I . IZI 14 ,- - ..1q, , In ,.1--- �WUWWR t - CD- �- O` " Y .4. 11 --- 20-31543 - .-- = - I .. IM,,,, nIAt'$ 0 �� M QI�QNAL EGRESS PANEL DETAIL L5 . ...I FASTENIING 16 L LZI2 .-f 1=0 S I 71irAS -1 - ;... , - - . - "e,- - . . .- . , . .r �2,2501 D D9R` 4=2 9901 22 . -7 --I , . , 1 ��. 71 1 ODWI . 11 -D,094" --J�� -4- � 0730, . �E �! 0 L�* - i , J.IZ5, , S.S., , i V 9 --- 0 621" , , � .0 N . � �` I I So " ,I 0125 r,. 11 I1 ' 0 094' 4.1 1 'T - . . - -4 10 GA - - � � - � . . W, "I . IT; A , In .4 .I .D94" � TIP -;, I , , -03 0,094 % L OB,2 1 .MD _ � I'I - x�` � A t ,', -1 L930' r - - W .D,2 .. 375IJ .... 21-,- _ _] L-i I � 1.25" 1. I a k I q . , �1;930" I . oor �- � I . lit I . V;930' -A BID. L , I'll, , .. -4 2.0m, - T�Yp � I I , , �-12 "I.. ou"ur . . . . . . . 9 IN" -.4 2,Dw. �- I , I P>wv - � 0-1� M-V-- - HEADIR _ __ gtj=t� &"`&A`gLL- � � -CE : 1�; - N-V IL I . T -- LSLDAJI.5601�- -JI,56011- 3.360'. MAN 31 " 0 30" t , : " I � I [-- - 510 0136s, . 0 .... 37 . 8 t' - %-�;� I a I . L C.L7'9 . 55" D� - . ��.Ii;. ,!A;;�� F -§ 1; , 0,3501, OR r .khsfr . I AoLn ,� . =� ; I 12.500i COVERAG - ,;0, 1W 14.875' PAWL LENGTH :. 0 z9v . i, ; , . * , ; . 11`TT 9� 7ff � 2=rT7 L- N so'. z5o, -LA , -11� � i .4 ILM k § 0 OZ TYR TIP = Do"C'no � - I in - I , 'L. OCRs 4� 2SO I 0,090, 0.09D' D,;Zg�-' L.) Tie ED I'S--f 1D .305, 1 - "' 111", 0=M11` L I &jgjV.WrW.4WWT 0'957'4-4 1 &-"-* �, &--��L 'L �6 � ; I . � 0 -1,76"q "I" 'fi�. 0 ! W., �- 1. IT . Fin I *1 ;K - ii��-Z* 11K . � , I/- I �T`" LEC I - ; . ! - =., �=. omcnm 12 . I I - 12 , I te I � _0 i ,. ., -ILI., � �--12v, - I F i.��= � 11 t, 49 "r ANGLE -'Rkx I '"a"' 511, 1 1 � 111-Iff - .1 -1 � �.C,z I ,�,,��i�� 11 5, . .-W-%, 1,1,Ct iPr9t, injig j I - �, ,, 11 �, IP. 1.1110101. I I : OVERLAP I 0 I'll C-1t,-:C : , , 1251, MAX. I A COMEMOLDRIM KTAIL I ,�� 11 i 4'MAK.- O.IW' I 11 �= I I 23' MAR, ! I f J, - � x I,,: -- � MAIC -, -"- " Ix � " - .I 1. : � --..-., t BUILD -OUT ,;� ILI I . i . %� V.�1711141 111-11T 11-11 " I ,,- OCSTANCE /1'171� '-',�,� " : - - T . 1.11 : � 11.11 . -1 L ,�� ( 1�ooc` � I.- . � . I n, - I- I Z 1�- M'�, V3� "'U' I " 4'4114':� \-� � - ' I " D-' L, T '� 0 _ _,., �� § 7 . _D 3 " COD. -1 I%i 7 - ;:� , - Dii TiI .,, I CLIC, - Ov i.2 coo� -1 L. I I IS- 6 -j� F 9 �i- I , 9 - .1 , ;� - �_ T �- I. aIW `4 I t.. - � I -i -1-` 11' iw $1 NO 7/ \-J/`��. I .� . - - -1 �;,. i�--- - V � /7""""T' ;�. , - 21,11" 4�x 1 C I - "? .4 �' 'L.10I1, � ,,,.,4 . , EMED , :(--, i I . ,. 7- I i Dar, . �- � Iffli ) !1" - - 39zr 11 -fr .r...,; � � OVERLAP �,�;11..i;� 14 I A Aww �, .- 1- . I MAX A.I.. -,�. - I'll ;0021 .I..- "' -- .2s. MAX 2� -111, "I'll"' � : � ,I I T 1.5w ! -- -1, � . . . . . .I "' LSOD' t w --,-7-1: --- "-'Z11.,1.1.,1-I �ZI.71'1 99111 , !;�-. � '! - 1 4" MAX. I ,W ,� I:,- '4 � 11-1 MIN " ' i-, 111.1�. -.1.: I;Z;1� ." I �.,� WRIBA POPLARS DETAIL 13ED '�'- t;. 1-1--.1 . T" -.I... � I I I Lm- E M DU MY c Losu " MAL ,-.,..,r 111 I IiI,-"-- NTS � I 11 11 # I! I : a P i ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENE Its 4 12 5' O.C, 2.3" WGIF DXSTANCE � �, "' "C"oot mx� pne�w arm UP TO V-6. srMUPTOI` I "M QP TO IV-tQ' CRIEW -V �N TV? CONN TV I, Tog (0114`1 CI CZ C3 CA Cl C2 Ci CA U C2 ca CA 31ILP.1.:UwNDCD 1`1 U.V 16.0- .4.7" 99' ILS" 34.0 " 11 lox 6.0 I iz 5 fI6.01 40.1 ; &I" DIRIALT U11wou .111 % 12,V 16.0- IL,V' ED` 12.5" 16. 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G+ZT. , , ANCHOR NOTES: I AN04OR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, 13UT ONLY PROVIDES Z ENTERANCHOR SCHEDULE BASED ON PAWL FASTENER SPACING. THE EXISTING STAUcYLRE MATERIAL, & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OIL EQUAL TO SHVITTERSPAMSELECT CONNECTION TYPE "BED ON APPROPRIATE MCIUNTING COINERTION (SEE MOUNTING DETAILS ON 1. 'PANEL FASTERIEW ARE STEEDS USE NOW CrIONWITHALLMOUNT!NGEXTRUSIONS ('F�TRACK,SIUOVEDANGLE, ETC) U566.25-O.0 PANEL FASTENERSFACING TABLE VALUES FOR ALL 'H'- AND 'U'-HEADERS VNCLUOI Nr SULCOU1 CONDITIONS) 4, A,NcH=sHPLLErEIN!gTALLMINACCORDANMwrrHMMUFAUURERr.'PXCDMME-NDATMW� 5 H06LOW CLOCK HOST$TRUC7VRESHALLC0W-0RM TOASTM C90 BLQ0L 6� P49CMUM EMBEDMENT SHALL N AS NOTED IN ANCHOR SCHEDULE, 7 MINIMU M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCM FORM. BRICK, AND OTHER WALL 9. CONCRETE ANCHOPSNOTN) HEREIN SHALL BHE MBECDED TO UN-CRAWO CONCRETE ONLY 9. WHERE EYISMISSTRUCTURE JSWOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOW FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD Is ACCEPTABLE CNILY FOR SIDE CLOSUPLEFITECES. 10. WHERE, ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASIEWILSKALL BE LOCATED IN CEN rEP, OF NONNAL 2- X 4- I I WOOD D MIN. _ STU Pi EDGE DISTANCEIS ACCEPTABLE FORWOOD FRAMING). WOODSTUDSHALLBE SOUT.HERN G-0,SS OR GREATER DENSITY � LAG SCREW SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD , It REMOVABLE AWJ-KMAFtE DEWALT PANELWTIE, ALL-FOINIS SCXJ"rr& BRASS BUSHING L2 MACHINE - REWS SHALL HAVE If2- MINIMUM ENGAGSMEW OF THREADS INTO THE BASE S' ANCHOR AND MAY HAVE EITHER A PAN HEM, TRUSS HEAD, OR VITAM HEAD (VOLWALK OMT) U.I&C 13. AtINIMUM 90EDMENT AMID EDGE DISTANCE EXCWDES STUCCO OR OTHER WALL FINISHES. 14, M DESIGNATESS ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES Ls * DIRECT MOUN13NG axicirrions- IS, LINEAR INTERPOLATION IS WIT PERMrrTED FCR USE WITH THE ANCHOR SIZHEDULES USTED ON THIS SHEET I 120 " - , .1IIW*.:�!.,`Io' - I - , . - I , ---- , ..;�). -%,- I, � 4, a, . V I � gen I I A;1 .. 11; .�> - I -b P 1, ': �� A I I , ji I I It " H . - . in Z I < I I ; IEl I = I I �-- I'll V) ;D, 9 I W t E I E x I g1l 9 . -P.-j 0) a) -- = Cn -0 2 -05 >, 2 W = - '�-' C-') = -o a) c c a - CM CU -1-0 0 -0 m -I.-. a- Cn - a) -4.5 "W- C W = -0 CU 0 -cu 'To _a IL-- L- CU = C:) .0 -I.- U- 4- 0 - CU > -w . Ln -0 a) cn E L- a) -,-, 2 Cx C 1IIII- CU -0 42) .= 42 U) a- < a 4 Z Z W mi L 4�-� C= " " .a- �i x IiZ -B =I, 2: i C= BID WP ..= C= 3,< = ILLIT 0- C9 czp , ':CN = C= cc C'd ; 2 2 W =- �c E H5 =- .= = C2, := -cc " 3: 3C M A. - In RIB L= . 3'. IIA no = ca C2 .e '..... " aL= = r= M 0 0. 4J - 0 � Cn-,I.-, " Q) -C -'Ififillefifillf ofifill-10 U) :3 cu ::I. 0 L- U) 0- C:L < (1) -6-0 0 C: zm) -0 0 L- CL 0 a) 0 " It/) CIO " M :3 w 2 < Z Z < -J! a. I SHEET NO. S H 1. 5�