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6750 Back Forty Lp
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 ABBREVIATIONS SN STRUCTURAL NOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN 1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle — DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator -- 1— - - _ S5 DETAILS ALTorALT. Altemate FRT Front REINF Reinforcing — — — BC Base Cabinet FT or Ft. Footl Feet REQD or Req'd. Required T T - -- --=—� `_ S6M DETAILS BF Bifoid Door FTG or Ftg. Footing RM or Rm. Room _ _ _ _ ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round— BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening -- --- — — - SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf T`"- --- - - — D1 SECTIONS &DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS &DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height St. or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF orCoff. Coffered or Tray Ceiling ILO In Lieu Of SQ orSq. Square SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage' COMM orComm. Community INTorInt. Interior SW or S.W. Shear Wall SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KANALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine — — _ _ _ _ SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar \ CONTorCont. Continuous LAUNorLaun. Laundry TEMP or Temp. Tempered O O SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken _ 1� SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring �1 ? El a F1 El a M F7 a DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical U U DIA or DDiameter MManagement (room) UC or u.c. Under Counter E] L] El L] Ll E] DISP orr Disp. Disposal MININ or Min Minimum UCL Under Cabinet Lighting El — Dor Dist. Distance MMir. Mirror . U.N.O. Unless Noted Otherwise r� DMF MF Decorative Masonry Finish ML orr V or M.L. Microlam or v. Valve (shower ortub/shower) IIL�I�71 DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base , DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VI- or V.L. Ve DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Ventnt through Roof I Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional Wlorwl with ELECorElec. Electrical PC Pull Chain WA or W.A. Wedge Anchor FOR SINGLE STORY HOMES ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08/23/12 1.00 NEW BASE PLAN documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 07/30/ 15 1.1 2015 NEW CODE UPDATE 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 05/09/ 18 2.0 FBC 2017 CODE UPDATES 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 12/19/20 3.0 FBC 2020 CODE UPDATES 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 2074 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. y N O < - o = d� >— Q CL a C' Q ra CY1 N 67 C N ' y E c; O _ co E: 00 we � M o C'V Ln , r � vJ1r 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 4 E S N O 28 " N V O' J LO LL �(N0 M Q a a cLLLL a U u, 13Z z �� o 0 CS o o �. j' g N M m J Q W Ug0? - � Z Z LL Fi 6 w M Z < H Z NNO o< oo❑ Z W U Z N M O 0 a a QU) Zia N N CD o CD — 0 LL 4-1 7 W N � U � Ow N �V) o D--N r U LIJ ® J H E m l I y� _ � m U US Q 0 N �� o < w M a3 z a 0 =o �� a� 0 � V w= =® oa F— M �E a�oQ 00 pU Z o to wZ w c a <oa ax m0 a Z m v2 aw o� z W `/5 T � o �� aw N m aLL 3 o w as ;o � oa a o- V3 N O >M rY O °i rn m lV 0 L co LO N o _O LO .-. Y O N Cif m N ~ a--+ O Ln p Y rr � C)coC) N INQ LO t` LO T— E c 0 CD Ill- Z m Z E T4ic N a U 0 'D 0 JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. C S I 11111pil ILI -Ij� I I ILI I KITCHEN MIRROR �I 60 0 0 F- KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42"H UPPER CABINETS BELOW CABINETS T 36"CA H UPPER CABINETS � MIRROR DOUBLE SHWR. SHWR. 30" H UPPER RODS 16" FOR LINEN CURTAIN HEAD 12" FOR PANTRY CABINETS -� VARIES ROD � ROD I I Z SINGLE OVERHANGSTHAT 24" TOWEL BAR a REQUIREEXCEED ( A SUPPORT w ON WALL ABOVE TOWEL BAR IN ROD TUB OR SHWR. Lu BRACKET 36" H BASE TOILET j TOWEL BAR - a 0 � i/ / 0 FINISHED CABINETS - ON BATHROOM WALL / o COUNTER TOP 30" H BASE CABINET MEDICINEa0 SHWR.VALVES_ _ m CABINETS - TOILET 9 SOAP LL PAPER ° DISH a0 r I HOLDER 9 U n in b- 0 2x 0- 02 v o v tD a0ILL U. FRAMING- ccb o 4 N inTUB ? M BOARDP N' N 0 (V d9io 4 60 4 00 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 LO N 10N TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL O co CV cD O 1'-4"X1'-4" "L" J SHAPE CMU COLUMN 25'_n" 13'-0" 12-0" 1'-4" 1 V-8" T-9" 8'-3" LPAD HB O 35-SH ■ ■ ■ ■ - - - - - - - - ■ I - - - - - - - - - - - - - - I I LANAI ■ NOOK I 8'-0" FLAT CLG. AFF - 8'-8" FLAT CLG".'_ I TILE o 12'-4" I E O ■ 068 SGD ■ ■ ■ ■ Al � I �I ■ ■ II II � II I "I I I• a o I O El bN o I 3 ZRI I z �C O FAMILY -- �C , ■ 8'-8" FLAT CLG. I �I ^ I ■ CARPET I p1 I a 3'-'4 2'-2" 2'a11 " ITCHE 8'-8" FLAT CLG. 2468 TILE _0 CV _ (n JL FLOOR G_T. --------- --- --- _ -REF. ~ --- - ----- - 16 N III re--- J 15 5-7a" 13 DINING (3) 2x4 #2 SPF 12 ■ STUDS w/ (3) 161 GG ■ 8'-8" FLAT CLG. NAILS @ BASE 11 11 CARPET o0 in TYP 10 42" H 1/2 WALL T-T' 4'-24, g OR RAILING PER SPECS 8 FLOOR G.T. (3) 2x4 #2 SPF 6 STUDS w/ (3) 16d d ■ NAILS @ BASE Cr p (V O c•'> OI 4 5 PWDR 4068ARCH GG I (3) 2x4 #2 SPF 8'-8" FLAT CLG. rL4> S3 W. 6� STUDS w/ HTT16 TILE ■ AT BASE FOYER - 0 TP 0 0 PE K LAUN 8'-8" FLAT CLG. Q 8'-8" FLAT CLG. D. TILE S4 TILE o I I I I I I I I I I 1 1 1 1 1 1 1 1 1IL SW H1 6 -4' 6' 74, 4,-0 7, 24, W.H. 0" 17'-10" C EDGE OF SLAB 2" BUILDER TO -"' - ■ BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN o NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD G.T. 8'-8" CLG. A.F.F. • 411t-VERIFY.- _ - _ - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - 8'-0" CLG. A.F.F. - - ENTRY I Z FLAT CLG. AFFr 154"x2Y'�_---3 a- Nir------ GARAGE IATTIC _���� LA�CES3-----� Q 3 -' a 8'-0" CLG. A.F.F. °D w TYP. @ SINGLE > w 1'-4" 4'-4" STORY (SEE AA/S3 FOR A STEM OPT.) S3 r- - - - - - - - - - - - - - - I I I - - - - - - - - - - - - - - - - -- I I I I I I I I K I I I I I TYP. @ S4 I I O -- 7-77-777-777-77777777-777- GARAGE I I 16070 OVERHEAD DOOR 16-0" 1'-8" 19'-4" 5-8" 25-0" 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 w w LU z �Om Cur HB 0 in 2 U z F- 60 2 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38 182X373 S.H. 14 20 X 50 $ 18 2 X 50 S.H. 15 20X63 182X621 S.H. 16 20X72 182X712 S.H. 1112 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 26 x 37 d S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 1H6 271 X 72 26 X 71 1/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S. H. 23 37 a X 38 a 36 2 X 37 3/4 S. H. 24 37 4 X 50 5 36 2 X 50 S. H. 25 37 a X 63 36 2 X 62 1/2 S. H. 26 37 a 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 37 S.H. 34 54X50a 522X50 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-B SCALE: X"=V-0" C'V N _ =w e CS n o .s r ,A; M No N LO 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W (• o E Q O 9 N C � L0 J # fii U05 LL o n a MLLiI _ a Z 13 z Z 0 r m v Y4 �' o 0 M lu I` CO J m Z W _ Z rn N Z ILW - Ci M W Q 11� UU S N U n Z U ❑❑❑ W c7 N N (") G z iz J N U) N v D_ (D' ll L2 m U 0 o U I r" N -)I� U d c t 8 rl = ai a 0 ct d00 C N .4 ti 0 M J L 3 z 4 LL cis �g < U O r:f a az ¢ az wz �w C/D ID m aw o V < Qo J LUU:)�s �. > m s 2, a W - Nz 2a p0 o ol< a� ° N O > (� 0 °' rn 0 a� L 0 co LO N o U') x o N CL U) m N +.' O L0 O LL r11- O co 0 Lb `� Lb N Q � E c 0 Z E c M a E a a o W JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 1.1 - -L -- - I 1 1' 1' 1 1 1L I I 1 11 1 -- - -- -- - I I - - i Afl- - - 1 1 1 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING 16 / 15 14 13 PRE-ENG FLOOR 12 TRUSS 11 1xTREAD(TYP.) 10 / 9 3/4" PLYWOOD j8 DECKING 2x4 THRUST 1x RISERS (TYP.) / / 7 00 BLOCK r / 2x6 LANDING (3) 2x12 I / 60 6 2x4 FRAMING STRINGERS 42" KNEE WALL WITH ,( // 5 3/4" PLYWOOD 1x8 CAP & CASING OR `� 4 DECKING 36" RAILING 3 ih 2x6 LANDING 2x4 THRUST 2 BLOCK 2x4 FRAMING 1 / TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 Inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH r MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O' LANDING FRAMING (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS" CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 25'-0" 2'4" 16'-1 " 1. 6-7" 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR OW (kI O6 1. U ) H1 D2 EXTERIOR WALLS 1/2 33 SH TYP S TEMP D2 (EGRESS CORNERS o OF2'- in I � RB P I " w= SPECS. I -j = 4'-4 &D 5'-6" o I a�Jih wZZ I �O BATH 3 D2 H O Y A l l 8' 0" FLAT CLG SMSTAM36IM. w/ 1 TILE R/SH o G-( ) '-'-'-'-' 48x42 - � - - - �" 3 RECESS TB iv @ BASE D2 SHOWERi 7'-0" 2-3'-�- 12'-10" SIM. w/ (1) TILE TO V�� I I 36" x 22" MSTAM36 T A. .F. I I I ATTIC @BASE �i L___' -- ACCESS OWNER'S co in WV N fV 8'-0" F T CLG in SUITE 04 C RPET TIP I 2468 8'-0" FLAT CLG CARPET ;n N N 4068 B.F. 00 o BEDROOM 2 ---- R/SH 8'-0" FLAT CLG - CARPET ran 12'-2" 4'-8" 4" T-6" 6 =w o D2 N w 19 M LO H1 O ^� 5068 (2668 42" H 1/2 WALL I 16 v B.F. OR RAILING PER 15 SPECS 1 J 1 14 6- - - - - - - - - - - - - - - U CO 1 6 TYP. 2 R/SH " I 13 � D2 STORY. SEE a, I 12 "= JJ/S6 FOR0 o 00 TECH I 11 OC H1 STEMWALL ° ° CENTER OPT. I r 1 10 5_7" 3'4" L 6-8" T-3" 19 T-11" I LE TO ]BATH s 1 8 1 ' A.F.F. 8'-0" FLAT C ��, I L1 TILE P 2868 7 I 6 I co 1 3 C° D2 N N 1 2 3 4 5 SIM. w/ (1) 6� MSTAM36 �`O @BASE D2 BEDROOM 3 4-SH N N r N SIM. wl 1 8'-0" FLAT CLG o� MSTAM36 CARPET G.T. @ BASE 11'-6"- _ - _ 12 -4-111'-2" 11 G.T- Sim. w/(1) ----- = I - 00 o------- MSTAM36 OI a I . rri @ BASE BEDROOM 4 r3 3 ( 8'-0" FLAT CLG D2 D2 G T CARPET SIM. w/ (1) MSTAM36 00 @ BASE 1/2 33 SH m I v Y I 6 B H1 I 25-SH 25-SH 9 EGRESS 9 D2 EGRES B H1 2D1 D2 O H1 I L---------- 2-10" 2'-10" 2'-11" 13'-6" 5'-8" 19'-4" I 25-0" I 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 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 9 114" 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" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SIN 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 182X25' S.H. 13 20X383 18JX37 S.H. 14 20 X 50 g 18 � X 50 S.H. 15 20X63 18JX62 S.H. 16 20X72 182X71 S.H. 1H2 271/4X26 26X25 S.H. iH3 271/4X38g 26x374 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1115 27 4 X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 X 26 36 J X 25 112 S.H. 23 37 X 38 a 361 X 37 3/4 S.H. 24 37 Ja X 501 36 1 X 50 S.H. 25 37 a X 63 36 2' X 62 112 S.H. 26 37 J X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 5212 X 25 S.H. 33 54 X 38 8 52 12X 37 S.H. 34 54 X 50' 521 X 50 S.H. 35 54 X 63 5212 X 621 S.H. 36 54 X 72 5212 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class 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 R4501A7.1.14. 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-13 SCALE: Y4"=V-0" is N t� r u. >. E rr � <o � = E _ a. M N 0 N 0 0 .<t:.vel4i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q v E 9 N 0 0 8 N� V N O 0 ��T 00 ae LL �{NMv� LL Mi a a a @�i� a Z Z Z �rn ii r2o o 0 ;NN c0 m j Q W rn�O'� m o w LL^ 0 N M Z Y!1 H ;Z o d ❑a❑ Z W z N z Q V) 2 Z v � o o r O w V) c W J ® U � H 53 -O c Q N � sm 0 Z M J Z � � E >n <N a p; E � U! sz z a 2 H N g pz�¢ D Z o� W ti wg Z w= O cn c QI a o < m 0 o° Zr Z m v JI ,2 �m >Z �m g 0� go W yy4 C. <� 0 2 3 o w w ¢ C� -0 t� v olQ a o � 0 2O = >co Ocm 0 C:) LO N o L0 �-. Q ° N �� m N �- O LO O LIL r*,- -lc m 04 0) N N r Q LO E c Z Z E T m m 0- E U -1 v Q c c JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 1.2 -- I — - - -- I — - W11111 I 'AIRn' FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 � — - 12 5 SCORED - STUCCO -TT=� BANDS - T.O.P. _ EXTERIOR Idle PLASTER SCORED ON FRAME �100 00 1/2 33 SH STUCCO N BANDS SCORED STUCCO FLASHING \ \ BANDS 25 SH 25 SH 12 ------ -5 - -----_ -- - FIN. - - - o -- - - �<-- -- FLR. --- - ° _ _ _ _ _ _T.O.M. — ------ — —— — — — — — — — — — —— — — — — — — — — - ---- — _ _ _ _ _ _ _T.O.M. GAR- - - - - - - - - - - - - - =====_-- -- CJ % WEEP - /ENTRY _HDR_HGT. N 1/� oo•aaoa� s,� o„ SCORED v u TEXTURED STUCCO CEMENTITIOUS 00 °P BANDS FINISH ON CMU ` 00 00 SCORED 50 STUCCO N � 1� 3 N BANDS ---- -- -----�---I������ -- -FIN. 3068 16070 OVERHEAD DOOR FRONT ELEVATION — ELEV—B_ SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT MANUFACTURER SPECIFICATIONS 5 r 12 12 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU v F- FLASHING--\ 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" TAT 2ND F -- --- -T.O.M — — — — — — — — — — — — — — — — — — — T.O.IV / ENT :I�1:# FIN. F LEFT ELEVATION — ELEV—B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e•� N N �a °®- cN C= .cC d 0 C- -- 3 T :cc U N E a � <'a M N 0 N 0 TL 'f 7. 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 - Residentlal 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 u� w a M 8 N o V m 0 co J co N # LL LL fA lnN0 ° LL Lu w a a Qrc�v w (aLLLL rl Y 0 Cc,�� oo o Wo mC c m w¢ W ��°'°' J Z Z N Cl)04 Z U G H LL aw 0 V ❑❑ ❑ Z Z W z N W z z FZ- lid Q � E3 to z � o f13 w � V �N U) f6 U w J E ® I 0 U N Z w M J 0 o < LL E WO ZN Qo d C- o E V o wo � =_ ® oa &Z 00 OZ o co ra z Z Z w p w � J cn <o = y m0 o Z O Z m J gm _ <<w 5 8 F ^ o� �z Z T owe ao nw W m o as = F po Mill_ C.)¢ ZI< 2 r 1 3 c 0 0 E > M Orn m O ^, W L o co IUD = N �-. $ Cr'' N m N i- O LO LL O r1%, Y m 4 N CD N r Q U to E 3 0� o Z Z E E a U Q 0 -� JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 2.1 !�=1--�--- 00 I ao tD r-rT:= 2ND FIN T.O.M. T.O.M. ENTRY HDR. H( FIN. FLF EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 -- — — ——------------------------ 2ND FIN. FLR. T.O TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH 6068 SGD HDF -- 1--- FIN. REAR ELEVATION — ELEV—B SCALE: 1/4" = 1'-0" M OMMrIf AC[% G-LI1KII-1 C IAIcTAI I mr% ACC 01=70 RIGHT ELEVATION — ELEV—B 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 :RIOR AAMA 711. All exterior fenestration products shall be sealed at 3TER ON the juncture with the building wall with a sealant complying with OE 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 'URED floor assembly of wood -frame construction. . At wall and roof intersection. ENTITIOUS . At Built-in gutters. ;H ON CMU 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 r N *� o , [ems d, cam:!' -la d N m� tiv. -c r�r - Cu M N o N Ln 0 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E 8 N a o N 8 t` 0C O =-0s#LLLL M tANno19 u. a w o LL iL o cZ z Z _ 0 0 0 c m t y o p W og Q0m rn °' °' K W w Z N U LLN Z u7 Z d U o 2 W H Z ❑ I� I] W V M � Z N f7 0 (D Q V � z a I a N f6 LL, U 0 w o N C N �N U) N U di I L U = L N L 0 o w Z oZ <� E o Z® � r �g �¢ L)o oZ Z CEO G Z W Z `- a a o m ra cro¢ 6 _ U 00 Z m V J 'm aw a ° Z W U C/J W U u �w m p LL oID 3 c¢ 'O v zlIM a U 3 y O >M m rn m m 0 CIO LO N o t.C) .-. Q 6 Y 0 N W o 0- m N 4--0 O LO LL U M O O co CDNO Lo O NLo N< n L r E O it CD z Z 7 to E T N c U a Q p JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all 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 LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS -� TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN �+ EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT /I] ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 01 #10 to WH 10 #8 to Range 10 #6 to HVAC MAIN -,+ 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp IT UNDERGROUND Disconfe SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o 4 GROUNDING WIRE TERMINATION PER �I WITH CODE APPROVED NEC 17, 250.94- CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR lit^ I I III 3" VTR I � � <� I I 1" VTR 3" W SWITCH FOR DISPOSAL PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER PW KITCHEN DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS A/C PAD GFI WID DISC. �PIB / I I �ENTRY �P DB & GFI TO GFI BE ALIGNED - - - - - - - VERTICALL I I 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-B SCALE: 1/4"=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I 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 1 I I I I I I I I I I I I I 1 I I I L----------------------------------------I SECOND FLOOR ELECTRICAL PLAN ELEV-B CV GV a Cam' O �- oY 5- 3 � n+ �7 E a ,-. .a U M O CV 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. F a 0 E S gN o In 8 '0 N_pp I+ y 0 co r n J co LL di rn r r �? LL W M a ��v w ° wa LL a he Z J LL z p 0 m c� t cco O O Tj .�N GO m L Q Q K LLW 10 w LO (h Z U N u H O U ❑❑❑ Z W V M � N O O Z 00 I QNQ Q O N M Z v C-1 AQ) � w O U g 0 w $ Ly N tNt ^ v' � LD .-. U d w ° U 'o N sm � 0 CO Z Z M J ¢ Z E LL p za >ry an a E � 0� z® LliQ O E aZ .o Ott a aZ COro <o mo J1 01 CID'SI ¢ 2� ZZ go aw Ww o m LL o� ch R a r= O- 3 O N >M of m M 0 L O co � N CL U')^ Q Ct '4 � o LL tp N +� O Ln O LL Yr__ co N N N Q LO n LO r Ew E c co o Z ro Z E T N � c ca U v :? 16 c a _j Q JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 3 - - - - - - - - - - - - - - - - - - - - - - - I1J Q. 0 fn N 4'-0" ROOF VENT 5:1� 2 SLOPE 5:12 SLOPE' H Z �_ 'W'RR ZONE-2 V ATTIC SPACE 0 1170 SQ . FT. \Q W ti%b a- O 0 co LU uj 7 i O N L 5.12 4§L6PE 5:12 At5-12'12 S�OPE SLOP \� LU CL 04 Lb 5:1� 2 SLOPE 5:12 SLOPE I I uj (ZONE-1 LU o ATTIC SPACE '316 S . FT. I Q I I I I I I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Arnt Amt. I Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation Elev (See ) 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-B_ SCALE: %4'=1'-0" o _ 04 co t` >_ a� c a w rG t►i .:�. ,g is Syr✓ '-- Q) w C«r M 0 N O `. ., 21; �a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E $ N N_ � V � � 0 N top 00 N a LL to tl! �r-�--0 LL w ' m a a a a W c a x z CcLL� w z Boa - �C� o o _ C. � o' o m o��� d °' 0 W Z 00 W z Cl) Z U V NILW z I=- O U ❑❑❑ Z W � M � N O — O O 10 Z W N Q d W 4 N v1 � o u- Tl n W q a m U 0^ w g Ly N IN1 v , U C ® t I ;ly . �® C U) e 00 N M e� 0 M M J Z ¢ 2 s z z L.L. p z o > N Zo n E 5� w z® ❑ a i M� U O 0,8 0. Z O d¢ o �< Z f4 w'z 0 ci « `= 3a mo o a � z Z m J m 4 U.) � <° � � zo Q a 'z W m w LL <o N �z x wa _3 �o Will o R �d zla O >M O V 4i to 0 a� L O co L � N - cLo 0 N U o m CV 4- o LO 0 Yr__ 3 o � N NLo Q LO j r E o z ca Z E �— N cc C C a. 6 < a JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 4 - - ° #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' - ' ° '° ' ° ' ° ' v - BAR ONE FOR EA. v- ew � HORIZ. REBAR, TYP. U.N.O. v- v "Alternate: • o•v v'v �v • � v� ° v' v- % The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU LJ Z W J CONTROL JOINT DETAIL 13'-0" 12'-0" Id 11'4' _ 11'-8" T-5" 5'-2" S-5" 2'-6" x 2'-6" x V-0" w/(3) #5's E.W. TYP. @ L LCPAD PORCH S3 INDICATES FILLED C LL I I I W i � 0, I w/3000 PSI CONC. GROUT t j °r° FROM FTR. TO BEAM w/ (1) #5 0 o I IU ■ I REBAR VERT. ABOVE: SLAB. 00 80 5'-10" 6-10" 4" I TYPICAL @ ALL PLA ES I SHOWN. HOOKED G I I DOWELS w/ 17" EMBEDMENT q w/ 25" EXT. ABOVE SLAB. I GRADE 40 STEEL I C.J. l ■ ■ L INN HVAC CHAIE E ■ I------ — — --- � II � PROVIDE 1 1/2" —M 3 1 BASED ON IRECESS FOR SGD LOCATION o IREFER TO MASONS S3 I I I I ■ F> ISCOPE FOR WIDTH. I 0 I I I � III ■ o I I aI I I I C.J. F II L _j I ss T I TYP. @ TWO 0? "' I I T-M8" I 4'-1" I STORY 10 I 3Yi' MIN. 3000psi CONC. I SLAB FOR HERNANDO COUNTY ONLY. 3Y2" MIN d I 2500psi CONC. SLAB ■ I OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER — Id V TYP rGG S3 _ C.J. — ■ 0? I o I I I I I III o (V � I I I III 9 I I III ■ I I d. 9 I I ■ L PLUMBING GG I STACK C.J. _ _ S3 LO 2'-6" x 2'-6" x43" -O" io 13'-1" V-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C O 1 1 1 1 1 1 1 1 1 1 I— I K 31/2" C I = — I- } z N S3 w z S3 > 00 I I W Z o 00 0¢o ■ ■ ■■ 9- 17 9" I �0w �p Oz J I "¢0 Oz O �'-6" 3'-11 I Z z w UO O N PROVIDE 1/2" X 9 0¢ I > m LL ■ 1/2" RECESS FOR Q I ■ > b0 _ FRONT DOOR 0 ¢ ` 00 `O I 0- TOP OF CONC./ PAVER TO } I - 0 0 Q O co y BE 4" BELOW FIN. FLR. U c~n Q LU r � 0=) — — I I >W I �D zo ■ I I ■ z0 I 2'-6" x 2'-6" x 4'-4" C.J. _ V-0" w/(3) I — — #5's E.W. L v S3 I I i o TYP. @ ■ I I ■ ENTRY W I 0 I A TYP. @ SINGLE 9 ; J I ; STORY o (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL FILLED CELL — — — — — — — — — — — — — — — — — — q r� S-8" V-8" 16'-0" 19'-4" V-8" 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 — SCALE: Y4"=1'-0" on C�j u N r N4,, a> W a � C T fn J rD. (a C `' - a fa J Jam: rz c M N O N .i 0 Dj 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a O v E S N N 8 N 0 �—M *" CN CD z z Z m �rn C .c m o � c �i —N CO M Q 7cc r` coW U) Oj O' I= Z ILz N d o w M Z N~ 00 ❑00 Z _ W ME3 z z N � z � a Q r l/1 z M g f>3 .2 O w Of 8 N -01111111111. f� w g Q d N W o w M � LL EO wo �z >ry Qo a Co J o° z z® O a F— 0 Eo �o a� ° °< p z Z00 wg �z ci `z mo a� N ZF Za m J m a Q W z z 0 o z 0 g C5 T > w LL a W N W O m ¢ ¢ � oLL z 3 U� �O v zla � 3 0 c 0 M m c7 L O co Lo N 0 LO �-. Q Cr 0 N L.L m N O ILL r-- m � Lo N Ln N Q L0 Lfi T m E w c CD 10, o z m z E T" N y c @ U a -1 Q p JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 0 eo 0 F` M o0 in 13'-0" 2 FT3GE D2 12'-0" N O A @ 24" O.C. MIN. CS J S6 U- TYP. @ 2 STORY. SEE JJ/S6 @ STEM WALL CE FT7G FT6 1 L1 0 N CD 29 1 LL T!BRG. u7 tLL WAL O O D r FT8G W Ez 1 V FT11 L` FT13GE BRG. WALL CE S6 CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 22 A (2) FT9 D1 A (2) CJ3B CJ1B X1111 FG3 A TYP. U.N.O. o0 71 m m U U T-0" o> m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE 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 �a / N HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 --T-----7 10 I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i� I ��� A 1 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 FIELDdl I ©I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: l O l I D I SHINGLE: Y%" EXP. 1 (24/6) or IY32' EXP. 1 ('3/16) TILE: t%2EXP. 1 (33/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ys" x 0.113") NAILS I I I I I r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tYa2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (Y x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. [ABOVE OTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ "ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" 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) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' x 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820'* 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12 EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (2) 6D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" 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 REO'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 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 MN-;E;DGE�R . (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B SCALE: Y4'=1'-0" C= Y'• > w E! C m x a: > E U N r T T ro o M N 0 N o_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a cE 3 4 (� � F _ OD C 7�OD N LL u M fn t` LL u, Q �Mv L LL 13Z w ° a o z z . O _ L 2 o o ir Yg 15 FN (p o m J Q 1- W ���� J z Z N M Z LL U G H z OU Z ❑❑❑ W c Z N co O Z Z ti Q r M N z 6O 0 w g N c y �N U c W J r — E t 8 2 j..... = s � < U)d Y N Cn Q o w ch o 3 o Z Z a LL cd to � o <N a p E J oLL w� ze O o �0 �aoz z oa �o W a CD rp -2 t w S w i � w < 0 �< O m 0 1° Z U H <w z Sa go a a w W oLL w� r-3 <a �o L 0 > M 0 a� m m 0 L 0 C0 LO N o LO Q Cr 0 N m N � +.� O LO o � r Y N W) Q to L j T+ T E _N c 0 0 �o 2 = v; E T c m E v d c U q O JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 6.1 1 (2) TYP. C( 25' -Ol l I ILLY 11\IIVI 1 1L I —IVI OVERHANGS OVERHANGS I 5I,811 19'-411 ENGINEERED CLADDING W NDFPRESSURES ANDOSUUCTIONS FOR MEAN ROOFOHEIGHT 5T2 AND RSH ✓IND SPEED (ULTIMATE) 1 1400 MPH ✓IND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 —t-----r— 10 1. GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I QI( 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: SHINGLE: Yls" EXP. 1 (24/16) or 15/3Z' EXP. 1 (3�'16) I I TILE: t%32" EXP. 1 (3�116) I I r I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I I I 6 13r 3r I u+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ts/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (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 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 1 112" 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 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 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 x1-112 K HD3B ' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 *' 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125'* 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U 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/ ( 2) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 160 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 1 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 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 (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD a@ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY 'ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" C a N ti Cam° > w •n M N O N 0 v- 0 L, L . 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 S N O C')B N m O N r V 6 � J .2-- y N �,r:R uJ. w ' v aw M o w a c - . x JLL11 77 3 Z _ z13Q i 2 8 O 17 o �y Y. „ _ ca N (D m J Q rn��O' z ILW 00 w N M Z U G H U = O ❑❑❑ W M � 7 N M � O L m N N Z � o w � ii UZii O w S N ) w m J E 8 I� s 4; Cwf U,co � Q N 0 S O_ Z C"'O i ca �o ws Qca F- 1 O O �a U oz a � oz o dz w it J Cn wI C -o - cz 3y o mo o¢ z z a� w N.W C, m Q ¢ F H x �2 w i3 o <¢ ao OI Q r OU 0 c O > cM O d' 6 ca ca L O co LO N o- Cr 0 N U CL m > N 4-0 Ln O Y rl--. co co CV � C:) r N Q � E O z f4 z 7 E T_ N �' m @ E O a c c d U _j Q 0 JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM do GROUT SOLID N Q O LU �U O /5 BAR CONT. 81F12-1 B/1T "V" LINTEL DETAIL SCALE = N.T.S. E � TYPE DESIGNATION #5REBAR MIN. (1) RECIQ'D ALTERNATE POWERS F =FILLED WITH GROUT /U=UNFILLED = R RECESSED 1/2"STEEL CLEAR LINTEL a QTY. OF #5 O ° a REBAR @ BOTTOM ° OF LINTEL CAVITY = G ` Aq.U. #5 REBAR AT TOP Q w a° ° MIN.(1)REQ'D 1-1/2"CLEAR 8F16- B/1T Q Z ° i ,j, z ° ° e-GROUT t c.M.u. LNOMINA QUANTITY OF ° 5 REBAR AT = D w WIDTH #5 REBAR AT a BOTTOM OF d r � Lu TOP LINTEL CAVITY wo U O rn NOMINAL-° -BOTTOM 0 ¢ ci o - HEIGHT REINFORCING � ¢ C7 M 7-5/8"ACTUAL PROVIDED IN Z LL' p w u> 8" NOMINAL WIDTH LINTEL ¢ _' C7 8 � #5 REBAR AT BOTTC AS INDICATED (VARIES) u~i � ¢ a MATERIALS _--16 GAUGE POWERS c� preca iintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for instaliation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END TRUCTURAL SHEATHING TTACHED PER NAILING :;HEDULE >EE PLAN -/WALL KNOCKOUT COURSE r/ (1) #5 CONT. =E PLAN FOR FILLED CELL 'ACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 8'-0" LL (T) 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-13 SCALE: Y4"=1'-O" N c N 9 C d •� ) o Q � _ r a CZ n y �E w t n F= a Ln- M N 0 N are 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IW- Q o 8 E m N V co m M yr` r.- ° w M V a a Q w r LL ii n• U) ,^ z Z g O O Z c o R p 7iD N t_D m Q Wr°�pj6' z T. IL cc co Z z Z N co F=- O U ❑0❑ W Z N M 0 z �z o (nv) z a � o Lll � � V O W g N C ~ .- U d c E t (U91 0 OfY t♦ I� w 0 w Z O Z. �� >� <o =® � V� E I� ru oLL z i 0 ❑a aZ<o�oJ U❑ Zacl c p _-2 p Y m O = z m �m a <w p 3 O Z O � y VJ y m c U a z w= r� v 0I< a 0 3 �O 0 = > C`7 CC O c� N i O co Lo :3 N a �. <C Cr Y S N N ~ ca *.a O Ln O � .1d m N 0) N N Lo Q LO t\ L T E c O CD 'qT 0 C 7 T N N c to U _ v ai q O c _J JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. 7 I L - - R L I -1 _ I' R I- 1 II w i C3 N i M 0 CV v 0 0 N LO M 0 M i `o PO <n 3 O a E v E 0 v c c J i a 0 v J a� tZ O 0 0 a 0 5i 0 U 0 m v d 0 cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW 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. WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS E 0 S THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6, UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC 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 OF100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 1_1240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 513 STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS =140 MPH) MINIMUM. (V 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL NOTE: SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MESGN,FABRER IS TOICATEA SUBMIT THE OF THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF WITHTHE"D. DERECSHOPD TRUSSES IN ACCORDENGINEER 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1Y„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/8" SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE DE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL SHALLG90 FORITH A NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL 525-87siWITH GALVANIZED COATS IONRIES CO AS 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIORTO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED STENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED '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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinklers stems includin all risers and spray heads shall not be installed wi�hin 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 dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpog and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical 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. N -.. 0 ® p W N J Ja C? m I c c a rt � 4J 3 cY. a n c E C•M CV 0 cat _o rr. 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. to . F EE N O (y N GnD O o uSLo 0 N m # fA VJr-r� u- w fA a djrNiov � w °' d JLLLL 5 � o 0 SO Z & c m o 0 0 _ M o @NY a - � r` � m W Z ILW co �� W N M Z U V' CDF= OU ❑01 Z W CD0 zM � N M z g 04 z o N VI to M z cR v 1 ' LL � U O to L N C � W J $A 1 z � C) aM c U) x �Q 0 w J z z � [. O Z o q c� E W oa tm ao .a °- 0o o� Z CEO � o ao a z � W � Ww ".• J cn m ; 3q ox mo o� Zr Z m "m 'qw zz zO q O a z (A W 0 as �o M v 0l d � 0 3 0 O >M rn f0 C9 C:) co LO N o LO Q 0 N ^ '0" o L.L V J m N {� 1 + a p L O O ILL I\ � 04 M N N Lo Q LO t\ LO T CD E O (0 o z z E N a E U ¢ p JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1 "CROWN) ItMAX I.� 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" ¢ - 0 STUB -OUT FOR 1'-0" 0 9 GAS METER O o U 9 0 N = • 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. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nee Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� FILL CELL w Ir CONT. #5 > STD. 90° HOOK BAR STD. 900 HOOK BOND BEAM SIMPSC w! (22) NAILS 1 �i_ CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN ` SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN � ��y��' �� CONNECTION TJI TO BE CUT TO ALLOW J, FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. �?l i 1/8" min. } Small gap 2" min. i 2" max. 4" max. Web Stiffener Fastener Schedule _ Joist o s ---- ` BeadingLocation Series Depth End Intermediate_ -- ® 9-1 /2" T 2-8d - 2-8d BCI5000s 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d - Clinch nails g 112" 2-8d when �V� BCI 6000s®- 11 7/8" 2-8d _' 3-8d possible ✓ BCI 6500s® 14" 2-8d -5-8d -- 16" - 2-8d 6-8d 1) max Support back of web during nailing to prevent damage to - - - 11 7/8" 2-8d 3-8d web flange connection. BCI 60e �14" 1 -8d - 5-8d 2) Block soled between joists for full length of span. Ti ht fit - 9 1_6" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. _ _1 1-7/8" 3-1.6d . 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d 4" 5-16d _ required when indicated or 16 6-16d 1 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. G' Load bearing walls I Provide adequate bearing for each lapped joist. Odnails 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) p (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6 A 1 2" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Mund 01any"r 2- 6 7 8 875 1i3_ 111 12 .1{ Any 16" joist Span (ft) 1'-0" V-1" 1'2" 1 2' 1'-3" 1'-3 1'-7' 1'-11" 2-4" 2�3 3'-2 3-T'8 12 T-0" V-1" V-2" 1 2" V-3" V-9' 2-4" 2-11" 3-7 4'-2" 4'-9" 64' 16 11-0" 1'-1" 1' 2" 1 2" 1'-7' 2-6' 3-2" 3'-10" 4'-9'. 5,-7. 64" T 2 20 1 V-0" I 1'-1'. 1' 2 1-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11,1 6'-11" 7'-11" U-11" 24 V-0" 1'-1" 1'-2 V-3" 2-51" 1 3-7 4'-9" 1 S-10" I 72'" 1 8' 9'-e, I 10'-0" 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL m FINISH GRADE Backer block (12" wide min.) III —III —III- — —I ;\Nail with 10-10d nails. =1 11=1 11=1 I I —III— _ Install tight to top flange. / SLEEVE THRU STEM Joist hanger \ SEE PLAN FOR 4. a .. FOUNDATION INFO g STEM FOUNDATION p Filler block. GRADE REINF. SEE PLAN Nail with 01�10 10d nails. a Backer block required where top n mount hanger load exceeds 250 lbs. Install tight to top flange. ° —I 1/4"-2" gap Backer Block ! - "Top Mount" Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when to/er., required if hanger flange is laterally supported by joist hangdoesn't meet height requirements �/✓° l.6XJoist depth ,1 L I —JOISTS BUCKETS N.T.S. rvt., unmorz % rv� 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" CENTERED @ PIPE PENETRATION a ° I, III —III —II Q Q ° 111=1— I;Ill-r 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ c a a PVC OR SCH40 SLEEVE rr- PLUMBING LINE 4 d _ • °a a <"a Z� \ • • a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE TYP. FND. PENETRATIONS a SCALE: N.T.S. _ _ a ° a °° L 11-III—III—I I °—III a ' IEd , II II ° SEE FND. PLN. SIZE & REINF. N f T F CIA 1 d d fl g U G C' C M L� N ... N�C-4 v : r L Y - C•'> O E! 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E C2 Q S yNy O N co, a 7 4 rn J w 0 N U. � va JM a l ad 0 zZ se mc� r 29— o F0NV1 Co. L Q LL_III ul M Z <U U N H 0 N Z do ❑CJ❑ W Z N C7 z Q n M z Cz Q) o 0tLi^c�' 4--1 w I FIR O w oJift U ® L J m t = Q o z W M J 0O, ¢ Z < IL ui z❑ » ZN o wo o a C" F- CL w0 . o 4 E co �< a2 0< ml <� wZ < m� z�� Qll oxz < d Z 8 1 zU W y, � o m W a Z m w 6E -E J o as �o F M v zl< a 0 3 °O > CO Orn T t0 A' W L co 1111) N o _O L0 .-. J N U) m N ~ > O O Y co 00 N O N Lo N Q to LO T E E O Z M Z y E T_ ? ;° c U a Q p JOB NO : 23-03652 SCALE : AS NOTED SHEET NO. SN 1 3 W I 0 i M co N 0 .7 rT 0 N J 2 0 I M i N 0 5- t 3 0 i E 1.2 0 `o J a 0 v 0 M O S O a- OC14 LLO °s 0 W 0 m 0 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" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. I—/ 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 TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co MOISTURE BARRIER n a SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM =L—I I1=� I I °' . ' ' �I I — 9 D7158-CLASS G or H, or ASTM • I �I=�II I �' - - D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8' RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES 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 -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.- 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN Z4 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M 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 W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E- v ('V ' ° I,- _ r Z - — 00 6 MIL VAPOR > —_ — - r _ r BARRIER ; D 4 _z COMP. SOIL. ° (COMPACTED TO 95% iTT MODIFIED PROCTOR TTT �r-1 T f-1 i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS LOAD BEARING OR --- EXTERIOR WALL SEE CC/S3 OR -- G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARA( 1 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7V117 _IVIF 7/�_ 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF _/ �—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. „° „ „ „ „ SHEATHING RE D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8 x 10 J BOLT @ 24 O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN �p 24" O.C.)INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" h (ALT: 1l2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR 11 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. �31/2" MIN. —_ b a 1/2 min. 4 / � — — 1/2"(min')- „ � o a 9' — _ �I�—�T � 1/2"(min.)- 4„ I- 31/2"(min. - 4"—LTI I— p • _ — 31/2"(min.) - 4" II �- y --� — _ rr I= it r1-T 4" 1'-4" 8" (2) #5 CONT. 4„ rrf�P� rrr m8„ U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL Cad STEP (4� SHEARWALL �C� TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" COW- SECU�� pCS� M - SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE [ ] FIBERMESH #5 REINFORCING T 2x P.T. PLATE WEEP SCREED INSTALLED BAR —� ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, o " ' " z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z Cl) C. FINISH GRADE 00 25"MIN LAP [30" MIN LAP) [GRADE 60 MIN. Fy= 60ksij 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 BOLTS 6" MAX FROM o END OF 2" x PLATE w o t- can a . D . g — — rr>= Uj — — c O° 6 MIL VAPOR BARRIER D o ° 1=1RWMN619031 °° �— — ° __ #5 REINFORCING BAR R 1 7/8 jTrrlTf CN #5 LAP SPLICE e � — f COMP. SOIL. (COMPACTED TO — 1 ° 95% MODIFIED PROCTOR ASTM TIC D1557) 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION Ire l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. j'6x6W1.4xW1.4 31/2" / WWF OR FIBERMESH 00 SCALE: 3/4"=V-0" GRADE I Wiii iI 1T #5 REBAR w/ OPT. , REgN gNCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 14" O.H.D. RECESS ITz M � cli co 4" jT • • II ' SEE A/S3 OR J/S6 L9 I I �I i I 16 FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STOW') ! V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN ot • ' Q INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 TM I- 6 MIL VAPOR T �,J r, BARRIER 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN o0 (2) HTS20 ��r FOR STRUCTURAL r BEAM SIZE & I I CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � > a w SEE PLAN FOR STRUCTURAL :� w COLUMN SIZE AND BASE o w CONNECTION INFO. U) 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" GARAGE COLUMN TO PORCH SILL `` 1 O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART Z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E = > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) WWF OR FIBERMESH co � Cn BRICK PAVERS or SLAB PER a -� — =jam — Pi �► I = TTT=1Tf=1 I (=TT�=TT� 0'-0" FIN. FLR COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ; E ��II�11: 11 it (2) #5 CONT. � I ON 3" CHAIRS 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR (� 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. ( M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS _i TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE M w Z w • W F- a.wLij z LU 00�= • • • • _ za U_ M�� FOOTING BEYOND PAD REINFORCEMENT/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 � 1 "XI E! rs c�cc-pia ., n cc w n a � a m F'' N M 0 N 0 1 f 0 y 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) W .4 E $ N Q co N A R 0 �7 in °0 # LL LL M a aima w a d g a U Z Zm e °' p o _ oo a' E f0 N (O m Q W ing4. 1= z Z LL O Cl) Z w jo N rn OU ❑❑❑ z W z N Cl) Zwoll E3N (nv) z (� W _ A �0 O N w g c � � va v wE o co Q M �Q tm o z w co rmi 0 3 o, Z Z Q E ci =o oo zo QN ez aI N V wz =_® oa <= �0 w� 00 z<a t! ao coo wz �w _—� C r� <ow� Z Z 3x 10 oLL z Z o op g1 t3:o LL aZ o m �O o� _ a w �I3 M rt � r o- 0 �O = >M O f0 U-)O Cr 0 N 0 LO _ O � Y co 04 m N CD N r Q LO LO ui -2:1 Q CD Ic o Z t0 Z E r N @ E a U J Q J JOB NO : 23-03652 SCALE : AS NOTED SHEET NO. S3 (MONO) _ t I r�ju _ I I I I I- I 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (T DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 14 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 +y. { + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN CL DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4SCALE: N.T.S. S4 ,) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 o a a c 4 a g" STD. WHO OK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IF NOTES: O 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J r W o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S, �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SCALE: N.T.S. d H ' n a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ —' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a '3ARAG E ►OOR (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 ,�—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1 /2" EACH SIDE �io ' 2x STUDS TYP. 00 09 SIMPSON HTT4 TYP. O,o 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 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d Al NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD ? a ' 2x TOP PLATE T `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAINSPAN O.C. MAX. IN KO BLOCK AT EA. STUD 2x P.T. PLATE PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR A/F. STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK _tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • ATTACH ALL J EXTERIOR STUDS W/ ��16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C G P.T. ATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) > (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. I & NUT r'SON SP4 ROOF TRUSS ABOVE 2X TOP PLATE /- 2X BLOCKING OVERLAPPING / anwraUN 01`4 SP2 oirvi 10c ST is M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON- SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 -t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d S " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) NAILS @ 6" %GGERED 30LTS @ 24" O.C. �X 2X P.T. PLATE C 0 (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL NAIL @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 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 0 B • SIMPSON SP4 w/ (6) 10d x 1 12" ZO (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 cam++ ca A _` C%& G! ti ., C. - +r c� d J W � CJ �v U f2 M F 11 M 0 N 0 To the best of the Engineefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineefs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H $ E $ N 3 N O' m 0 2 J p� LL J CO No d d co z 13Z �acrn 0 Co _ v o 0 Crm nS N f0 L Q Wtn�pjO' J Z M z Co M Z aO N y N U Z ❑❑� W z � S z ri N to z0 4-1 W � � V 0C) s N cn � w J H L 8 i i U ) °N Q Y • 0 w M J g � Z � Q � ce I_I wo 'O » ¢ v 4 o- C I �V ? ? Da o f O � O g� E <a a0 w= a? u< o n M <o mo °. Z za J am a ° aw iz 3 go 65 2p LL a W W m oLL z as QO _1 03 'M O ui rn �o c� O c0 L0 N 0 r .-N Q Cr ° N mLO N `.i O LL r.- O N m O) N .0 c cv Q LO r- LL) T E c O z Z E r y c a U Q p JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. S4 l 1I I I -11 _ v, W O i M n 0 N 0 O 0 N 0 J LO co FD I i 0 3 tz Q N N E H E `o c J i a c 0 0 J i� 0 L d 0 0 a M O L Lo 5i LO S U w 0 0 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 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 1 O/S5 MAX 911 BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL C FOR SH AT N IF >9" SEE 1O/S5 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W! (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & GER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. . • BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/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 S REDUCE E HI G DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN /; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING'` 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 1 Od NAILS 11 WI 10d NAILS @ 6 O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12 „ AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS \ 2x4'7" ON TOP OF PANEL 3 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 BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. THE SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 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 AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM THE LAST LAMINATION O.C. MAX col 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)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 Ill. 1/ (2)16d NAILS WOOD TRUSSES 60 � 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (@ TOE 1*1 TRUSS SPANS ATTACHED W/ 2 -16d EA NAILS @ EA. END AT EA. TRUSS JOINT • (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" L CKIN (D = 0.148 , L = 3) OR EQUAL (D - 0.207", L - 4 1/2') OR EQUAL (D - 0.207 , L = 41/2') OR EQUAL FIRST 4 () ROWS OF 1 O/C 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) DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS -a SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU ILLCONNECTION �I OF 2x4 "T" ON TOP OF PANEL I I EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1063" @ 4" O/C 2x4 BLOCKING W/ !ice (2)12d TOENAILS NON -LOAD BEARING LOCATIONKD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 1- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 VVIYI L.JL/"\I \IIYIJ GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL (",0 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 GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' 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 1 Odx3" 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"xY SDS SCREWS TO PLATES (TYP.) GABLE TRUSS a STUDS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. ✓,9 C�,f 0Cr CORNERJACK 0 Y a 2 � X W z Cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 481, O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL TT GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. NI��Irll e NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 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 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ,.�. �e" .� C,4 U ti 3 ra d v C, M N 0 N 0 _J' V _ r / Y ' n .d ,_ ..�1 .sa't• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H a o E O N U N at C 0 > W Q M LL a a ID wa JLLu_ c7 Z o 0 W o 'f6 N CD M J Q co m (n j -a W Z LL 1 I= z aq6Q w N co Z O F V o v ❑p❑ Z W z N t7 Z � S z � n WV)z. � w G U O � w o N �N N U 6 w ® '- - E I I �0 • U o L_ U) z Z M J p Z w c0 L . O a� u E U �= ca 1-- f_J E j0 oa < 6p C = O x o� Z m C o F 'a W MZ U 1 C/J 0 0 � QU U W o LL0= rnw 10 o w aQ ;o M � a� o- Q C O + O m rn m 0 ^, W L � N 0 LO � Y 0 N ( _J h o N 0 �.� O LL Y m C N O Lo Q LO LO T O CO "t o Z M C T a U _j Q 0 JOB NO: 23-03652 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 / 112" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM PER 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 E .+ ke �. CV ° e Q .d a M I I —TIT I I—�I I I, I I a •a ' • I-r;�I�l II�,--"',jam I I a e 'e 6x6 W1.4xW1.4 � I'�=�I �ILI=III=1=� � � � � �• a WWF OR FIBERMESH FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 00 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 w LAYER 1/8" THICK. � W INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC, KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ v 4"x4" INSPECTION PORT AT a- EACH FILL CELL TYPICAL w °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4"to 6" BELOW GRADE :INISH GRADE 00 Ls. 1.—� ' r=l I —III— STD.90 HOOK IR (3) # 5 REBAR ON 3" CHA(SEE DETAIL) W/Y MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION REV.03.16.21 SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDF,.. 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 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. 1 st 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 @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT, PLATE W/ (2)10d @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING ,..., . WEEP SCREED o cz_c T PLAN INSTALLED PER MANUF. T C 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wi (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO TW" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1Od@6"0.( PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C, TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TRL ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" U NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"= V-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. 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. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d 1W -IF O '. e t. de I11 T —I 11, I 8" L 8 ON �1II11 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF U' NOT FULL HEIGHT SHEET Z L — G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F F FF SHEATHING w 2 SOLID 2x (n C BLOCKING @ ALL C SHEATHING 0 rn EDGES (SEE OPENING SECTION X-X d0 C x �w x E F 2x STUDS w BEYOND. (n SEE PLAN O O JU A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IArAI I r-1 r'I/A-rl^kl r11A^r%AAA 3/8" "S" = NAIL 3tB" SPACING S 3/4" S 1/2" V2" 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 VFGTIn.AI IL. nr.KIN . SECTION X-X S�cF � ObL N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w Ye". PENETRATE SURFACE MORE THAN;� OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 QB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W (=n E A 0 STGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. w/ 8d COMMON NAIL J w LL Lu O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > 4 Imo- 0 co w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q �I-00(n 0 (n m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL "W0 0 ~ MEMBER IF GABLE END U LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE FXT OpFNN� R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 W1AxW1.4 WWF OR FIBERMESH E G A: a. . I_I I I_I I I_I IA Aa co -III—III—III II . IIIIIIIIIIIIII111 . � • III A I r=III=I' (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/Y MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 1) (2) (1) (2) (1) LSTA30 4'4 (2) 3) (2) (2) (1) LSTA30 97-16' (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16' 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE ;I I II I ' I� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 �a M ,. ' 4 © .'J C`4 c CO c Y v' o N ''M `a c.a cc - SVC_ cc L_:, U) cc r: d y. E _ cr-o 4) � ro ro 2 ,, a, _ .� T c E m o G M N N LO 0 O ,. Se 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 v NE a o c S N U y ow c (0 O � � J u- � LL LL 0 U:33 tu-, -� - CN 0 Q m LL U. LL d o9) J lL Z z W c: Yy� 0 o co 'f0 NLL m J Q CIO Z ,U N Z M O0 2 0 N O U U (0 F- ❑❑❑ j W N Z th o� z 10 Q :1, J o cz a--+ o-, M � V -- 2 0Q) w o V) w 8„ U 'o • a �w M M J Z � Z q � LL m F Z �z Zo <� E � Da DO o0 �Io o Xz .w C/ n31 51 `o oYHZz om�0 101.Z s a z° a�U m ¢o �O Ja w °XO L a 0 0 0. > M N L.1� 0 qt m C7 W L N o LO �-. 0, ;� a J N ^ I..L ° t N �— COl � p '^ v �i O41 LL. .Y m NO 0-)N L0 r Q ..tW = O p Z (6 fn rrz a U _j Q p JOB NO : 23-03652 SCALE : AS NOTED SHEET NO. S6 (MONO) 1 --1 I _ I — -- rn CZ' r-.0 I C> N C M CD v cn 0 N zi LO c0 rn I N v / v+ 0 3 tz Q M O a v E `o J i 0 0 J EZ N N Lo v 0 0 a N N LO a 0 v 0 rn 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' a', 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I \t2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" VVHLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3!4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" �� AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD j STOP 2x8 SYP DRYWALL STOP MUST iYP CUT TO FIT NOT TOUCH STRINGERS �/�/ kRS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION L/ATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 4" X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / O / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GA SECTION VIEW "C" \ SCALE: 1" = V-0" TOP OF STRINGER STRINGERS G--Li� E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE S) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER 0 SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12— Z,411 (14) 14) 10d 10d x 1 1/2" 2x4 DRAFT 2x12 NAILS) STOP TREAD GLUED AND NAILED—\ i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU ---7" NOT TOUCH STRINGERS AT STRINGER CONTACT Ex GLUED AND NAILED TO STRINGER POINTS i� FOR DRYWALL SPACING B H SECTION VIEW "E" E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK ---2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: �, = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ` N o N U Ll S N I E T CV G9 �'Y cI)l N O N LO 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a :, E a o N 8 V Y o��'� # 6 2 N iz LL M a a v� a � c+Ni w M LL ti a c7 z 13 Z o co Q O W -Fa 0] Ly W 0 J Q r- ;; U5 CP ¢ Co z Z IL O .. z F N M Q O U ❑0❑ Z W CDV M Z Cl) M 7 0 ¢� Z o Q Q _J E3 rz N vCD 01710 - L m } O W o c �V) ro U W ® � �s L U o ° Q N �� o w z EN E o V s z =® oa CU na O U dr wo 00 O 0q Z �z r <o m� °a 8< go T JI O w � a fOW m oLL 3 o w =a ;o M d r Np >M 0 rn t0 0 L 0 N CL Y o o J N a- '^ ° V) U � N 0 LO O LL � � O 0) N N Lo Q LO � � T E c 0 co Z E 7— N cc a ci a o °i JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. ST l v W I N i m C) 0 N v V)) 0 0 N 6, 9C' M 0 I M CR ID V) a 0 3 a N 0 i a E 0 E v J CL .s 0 a� LZ N 0 Lo J: CE 0 0 L LO 0 U W 0 m aD fn DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER "RYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. r ff 1 X 4 TE FURRING 3-1/4 LONG X 3/16"0 ❑ L FURR FURRING 3/16"0 X 3" LONGFURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO x.. FROM EACH END w! MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL 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 BILK.) 1/4" MAX 1 X 4 FURRING — SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 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 SECTION A -A 8° ,1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) ,t 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)1Old NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16 OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP) STD, 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI -' '-- ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 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. IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS —,) MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER IN WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'4" ° II—II—� GRADE ° N P M _ z CN- • D ' c (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INStALLTION *41lli DO NOT DO THIS 40 ' 2N BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" tR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED � o `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od ` @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB lip— METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +2 NOTC F� @FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS o ` INTO BAND JOIST & (4) 1/4"x2 3/4" fHE ' :S ` TITEN INTO K.O. BLOCK 411 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X ° TRUSS AS �FRyq * SHOWN DOUBLE 2x4SCAB FOR 2 6" TO 4''-0" O.H. + O4FNG7, 1Y (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP I uff•— EACH TRUSS /(� �� CONNECTOR SEE LINTEL—' SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS RFF CHFFT F1,) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 311 - . z 0 U- 0 W U U a U) FILL 1 st 4 COURSES SOLID W/GROUT d * FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •e OVERHAN d ;d 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. V-0" 5'-0" INISH FLOQR ° #5 BAR iD ► i01. P .. * CENTERED W/ g ►..' ° s IN TOP o ► A ' KNOCKOUT/ iv ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS } CLEAN FILL J .► .. ° DIRT ? z STANDARD o i v #5 BAR IN 9Y HOOK i " 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 )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONIC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY (_ EXISTING FOOTING RETROFIT FILLED CELL DETAIL O 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. rI Q m � > w O L J G C- cc v �: mx +n re c3 O sue. y--W �v t9 U W � c•Y �' M N O N 0 0 To the best of the Engineer's knowledge, info oration 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 d QE F N 0 -- CD N (0 4-- xp LL LL M �a ° a Mov a 0 U- wa u- - -6;; 13Z Z 0 L N 8 IX CV G M Q W in�O�?°' L d P z In M Z LL W U N rV r=- OU ❑❑❑ Z W Z N th C Co z r � Q � �V) cD CU fL3 w Q A t" U O w N c �- �NGo fO U E d $'o °� • �Q U c U) d N 0co I� o Z CM M J `� G 0 Z Q � U- Ei zo <� �� Ws zo ❑a �- 0 ¢a '° Z a0 °z Iz 0xZ 0° Z m 0 'a w V o oLL %7 a yw x oLL z �3 J <Q �o CS> A t7 °: NO 'M O a� rn f0 c� O N o f) ,..� Q Cr Y 0 N m N �.. O ILL r-- c0 N m N Lb Q LO L T E w c� ICT c o z z E in E a U 0 Q p � JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. SS L- I I I — — — — — — — — — CROSS BRACING DETAIL (TYP.)/,/- SCAI E: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB-41 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 3 IT[ I 1 [ 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. — ---- -Z-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE (V T PORCH SILL r15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT--j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 w J w w w U) WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION PORCH SLAB SEE FOUNDATION PLAN HIP G.T 4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" BADE CV Z r- g 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 M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5- . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY- 1 v TOP COURSE TO BE CHAIR BLOCKS. F71 �ENTIRE BASE TO I ( I BE FILLED SOLID SEE ELEV. FOR BLK HGT. I I #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND 8" SLAB 1 1/2" SLAB PORCH SLAB SEE "IFLEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ 04 z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. L.SEE PLAN A -A ALTERNATE BLOCKING CENTERED AT I I S6d PN ONH ADER H UC410 &/(614) I FOR CANT. DETAIL aC� INTERIOR BEARING SPLIT TO TIE 10dINTO BEAM -SEE 3 BEAMS TOGETHER I ROOF PLAN FOR MORE INFO SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP •2:' CL J) w 4 z PORCH SLAB SEE a N w FOUNDATION PLAN I (n2 z W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN r17 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANON M OPTION B CONNECTION INFO r117T1r1A I /1 47' EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SCALE: N.T.S. FOR BEAM SIZE & SP1 w/ 10 10d NAILS `--� BM. SPLICE OVER ( ) CONNECTION INFO. AT BASE SEE J/S6 FOR A A CENTER OF POST MORE INFO. SEE PLAN FOR TO P U7 Nq 2x4 BASE PLATE W/ o 0 0 0 SIMPSON LSTA30 w/ (22) 10d NAILS OR o 0 0 0 - SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 wl (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. TRUSS/ OP WALL EE PLAN Yz' CDX PLYWOOD OR 7/6" 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 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 2"1 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS -- ° X -�-:X e a -- )� x --: SEE PLAN FOR OPT. ' - STAIR INFO. IFT-4 ° CONCRETE STAIRS FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH °-EXCEEDS 30" dGARAGE OR z �LOWER SLAB SEE PLAN - - 1 -4-1 SECTION GARAGE MONO 21 SCALE: N.T.S. 1 x. C= 0 �>� Cc C> 0- v o Q t � OI :> M N 0 N L[i 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW Eo R u� a O N J R 2 V CV � a .20 A J N t4�Za w No w a a 0 4 �LL� Z Z c 0 m e ao&oWt9um 2- Woco z co Zw z UHNM z o�❑O� W 0!1i z N 0 z z o Q N z - N a, 0 o 4 LL w � O s (n r N to 0 U Gi W J i L V rl/ U r p • � r. Q Q y o w M z Z 0! M Q J Cd E CI cu n3� Mo Qo Zoe 10 cl �'. wz °' I� I g M <= mo Z rI �¢ �. v r/ 0� z m � ym 'aw go w a W m °W 3 o <Q ;o a v 0x 03 O = 0 (� Il 12 C m rn m O L 0 LO .-. N o 0 N CL m O N L0 ...� O LL r co CV m N Q 0 _N r LO r E c (0Z O N Z E T c a c°� � ¢ o JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. D 1 (MONO) v TOP COURSE TO BE CHAIR BLOCKS. F71 �ENTIRE BASE TO I ( I BE FILLED SOLID SEE ELEV. FOR BLK HGT. I I #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND 8" SLAB 1 1/2" SLAB PORCH SLAB SEE "IFLEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ 04 z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. L.SEE PLAN A -A ALTERNATE BLOCKING CENTERED AT I I S6d PN ONH ADER H UC410 &/(614) I FOR CANT. DETAIL aC� INTERIOR BEARING SPLIT TO TIE 10dINTO BEAM -SEE 3 BEAMS TOGETHER I ROOF PLAN FOR MORE INFO SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP •2:' CL J) w 4 z PORCH SLAB SEE a N w FOUNDATION PLAN I (n2 z W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN r17 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANON M OPTION B CONNECTION INFO r117T1r1A I /1 47' EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SCALE: N.T.S. FOR BEAM SIZE & SP1 w/ 10 10d NAILS `--� BM. SPLICE OVER ( ) CONNECTION INFO. AT BASE SEE J/S6 FOR A A CENTER OF POST MORE INFO. SEE PLAN FOR TO P U7 Nq 2x4 BASE PLATE W/ o 0 0 0 SIMPSON LSTA30 w/ (22) 10d NAILS OR o 0 0 0 - SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 wl (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. TRUSS/ OP WALL EE PLAN Yz' CDX PLYWOOD OR 7/6" 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 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 2"1 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS -- ° X -�-:X e a -- )� x --: SEE PLAN FOR OPT. ' - STAIR INFO. IFT-4 ° CONCRETE STAIRS FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH °-EXCEEDS 30" dGARAGE OR z �LOWER SLAB SEE PLAN - - 1 -4-1 SECTION GARAGE MONO 21 SCALE: N.T.S. 1 x. C= 0 �>� Cc C> 0- v o Q t � OI :> M N 0 N L[i 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW Eo R u� a O N J R 2 V CV � a .20 A J N t4�Za w No w a a 0 4 �LL� Z Z c 0 m e ao&oWt9um 2- Woco z co Zw z UHNM z o�❑O� W 0!1i z N 0 z z o Q N z - N a, 0 o 4 LL w � O s (n r N to 0 U Gi W J i L V rl/ U r p • � r. Q Q y o w M z Z 0! M Q J Cd E CI cu n3� Mo Qo Zoe 10 cl �'. wz °' I� I g M <= mo Z rI �¢ �. v r/ 0� z m � ym 'aw go w a W m °W 3 o <Q ;o a v 0x 03 O = 0 (� Il 12 C m rn m O L 0 LO .-. N o 0 N CL m O N L0 ...� O LL r co CV m N Q 0 _N r LO r E c (0Z O N Z E T c a c°� � ¢ o JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. D 1 (MONO) Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN r17 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANON M OPTION B CONNECTION INFO r117T1r1A I /1 47' EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SCALE: N.T.S. FOR BEAM SIZE & SP1 w/ 10 10d NAILS `--� BM. SPLICE OVER ( ) CONNECTION INFO. AT BASE SEE J/S6 FOR A A CENTER OF POST MORE INFO. SEE PLAN FOR TO P U7 Nq 2x4 BASE PLATE W/ o 0 0 0 SIMPSON LSTA30 w/ (22) 10d NAILS OR o 0 0 0 - SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 wl (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. TRUSS/ OP WALL EE PLAN Yz' CDX PLYWOOD OR 7/6" 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 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 2"1 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS -- ° X -�-:X e a -- )� x --: SEE PLAN FOR OPT. ' - STAIR INFO. IFT-4 ° CONCRETE STAIRS FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH °-EXCEEDS 30" dGARAGE OR z �LOWER SLAB SEE PLAN - - 1 -4-1 SECTION GARAGE MONO 21 SCALE: N.T.S. 1 x. C= 0 �>� Cc C> 0- v o Q t � OI :> M N 0 N L[i 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW Eo R u� a O N J R 2 V CV � a .20 A J N t4�Za w No w a a 0 4 �LL� Z Z c 0 m e ao&oWt9um 2- Woco z co Zw z UHNM z o�❑O� W 0!1i z N 0 z z o Q N z - N a, 0 o 4 LL w � O s (n r N to 0 U Gi W J i L V rl/ U r p • � r. Q Q y o w M z Z 0! M Q J Cd E CI cu n3� Mo Qo Zoe 10 cl �'. wz °' I� I g M <= mo Z rI �¢ �. v r/ 0� z m � ym 'aw go w a W m °W 3 o <Q ;o a v 0x 03 O = 0 (� Il 12 C m rn m O L 0 LO .-. N o 0 N CL m O N L0 ...� O LL r co CV m N Q 0 _N r LO r E c (0Z O N Z E T c a c°� � ¢ o JOB NO: 23-03652 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" ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE 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 WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO q Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN o• SEE FOR 2 NAIOF LSS T B FLANGE BLOCKING 0 1. APPLY SUB 3 2x #SPF () (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to 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 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w! (6) 10d 1 1/2" SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2 CLIP EACH SIDE .. .. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x CLIP IS TO BE 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 (2) SIMPSON MSTAM36 STRAPS w/ 7 10d EXTERIOR STRUCTURAL () 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d 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 TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. 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 E - 10d TOE NAILS EACH SIDE 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 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. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILSOF CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN CRIPPLES IF LONGER THAN 8" P. \= 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR O ( 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO(2) w/ (2) 12 TOENAILSFLUSH 2x HEADER TO SIT w/ THE OUTSIDE Ni NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OFSEE (2) - 2X SPF TOP PLATEHEADER PLAN FOR SIZE 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN0/1 2x6 / 2x8 WALL BEYOND SEE C „ D SIMPSON SP1 w/ 10 10d NAILS AT 16 O.C. U.N.O. .. (2) 2x HEADER o G O ( ) INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR 11 I I NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION „ E 5/8 A.B. 24 O.C. AND 6 FROM SEE PLAN O @ MIN 3 2x #2 SPF STUDS () @ EXTERIOR HEADERS COL. SIZE 12 () SIMPSON MST37 _1 --L SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 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. BAS E PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) �� FLOOR SYSTEM OR 12d NAILS AT 6" - „ 2x CRIPPLES 16 O.C. D 10d x 1 1/2 EACH SI E 2-STY. FRAMING O.C. TYP T & B SIMPSON P w/ 6 10d x SO S 6 PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. \ 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 I �� ' WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SOLID) SYP U.N.O. / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, I I (BLOCK \ -\\ / TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2" IS () SEE PLAN FOR I I 2 x CONT. T& B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. COL. SIZE I I #2 B O INTERIOR HEADER 2 x 4 SPF STUDS 2 TYPICAL BLOCK WALL PLYWOOD ATTACHED PER ;; NAILING SCHEDULE _ = SIMPSON HTT4 w/ (18) —ti— 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS ` FLOOR TRUSS/ I -JOIST SEE PLAN NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP (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"x2 1/4" TIE BEAM •• MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS IFa• 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 SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN@ 2nd FLOOR STUDS BELOW BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER % (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 IS 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 OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 "FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 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. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. LqT ti0 F4 2x4 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB (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. OPENING2x SILL PLATE W/ (2)LS.10d OPENINGSIMPSON WIDTH 4 FEET). IF OPENING F x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ GREATER THAN 4 FEET OPENING NAILED TO STUD � g IS 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 SIMPSON LSTA30 w/ 22 10d NAILS 2x CRIPPLE AT EACH ( ) 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/2d NAILS NAILED TO STUD PACK �" ` FLOOR DECK FLOOR DECK @ 3O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8110.c. •�I� , AGAINST 2x8 2x8 TOP J 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'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. M c-i o N c-4 ell �, Ix CT: ��-: c m= u� a a r ct N yq L G) Lf ¢ .i a. > r s.�• ra m � N O N Ln O 0 j L? 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 N N N # O a7 LL N n1A 0) torNity� u- M a a_ a U u_ a Ci Z U_ z '0rn � o O � o t o C14 `0J Q W W ogt`� ¢ m U) W LL o p w �' !_- o L) ❑❑❑ Z W Z N M 0 2 4 Cl)U) z � � o +, J V OLu g Lv N t(A v ' .r w ® J �- - OEo i = L U U o • c N O s� a w M c"J J y O Z G LL El zo o0 Zo Qa E E 9 � �0o� �LL< U ww=w < � °< awJj mz� O� z QoU N O OWLL <0 �w Fr 0I r> v a � o zla 3 0 C:) = 0 m 0 O co LO o IUD Cr x o N U).2CN f— 4-0 O L O a_j ILL 0 Y m NO N o `NI Lb Q L ui E 0 1qt o Z E r U)Z 2?C E o ui a U _j Q 0 � JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. D2 3 v x w •- O _ m 0 N d 0 cn� 0 0 N 18, 04 LO 0 I i N 0 Q 3 Q N 0 a 9 E LO 0 c J a 0 0 t� M O L 16 0 0 N N Lv as 0 U LU W 0 v cn 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 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO ❑I nr.ir_I SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f • 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 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN SLOPS-- WEATHER ✓E BARRIER & 1,ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) IR 4SHING 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 O 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM Q V-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. 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 i 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 2V Q 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 is1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB&HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHIN WSEE INDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (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, A �`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 RELEASE AD ADHESIVE OVM) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the EXTEND MINIMUM 6" 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 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 21subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in Qutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 i FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - --- BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS SLL�SLtZ STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB Ll<, r--SF LATH ER STOP A NUOUS BACKER ROD LANT 14TITIOUS FINISH 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 •saga 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 c-1 �,I , O Q � > N . =, Cad ..C". v� 0� '- � y M N O N 0 v 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 E = 8 8 N N d 0N O' 0 �0� # # #"LL z O13Z 1% 'F,N °-0 � co wg7��W �1- Z M Z LL w ONZ H o d ❑❑❑ z W V M � Z N fh z r � Q � M t^o' (.O o W 4--+ (� w � V - g O w s Ln C N Y �N ~ v W J E = L ' z® as Q CQ & 10 N 411111 J s w z z LL N t' g O Q ry in"p U sF z® 0a Ma I r Q a= �o O K a = M a wZ �_ I Qo O L 1Y .0 Ott Zm �' "m a <w go dz o wLL Qp �w m o` 0 c Q Z >M O N m co 2 co c� O (o L0 :3 N cL Q o N a. U) m N O �..i O U_ co N N o o "' Q LOr- r`LO E m E o z M Z N E T c m O_ -a :? U J 'a � c J JOB NO: 23-03652 SCALE : AS NOTED SHEET NO. WP1 ChLURR/CLJN Mounting Brackets (1 B Gauge, 4-1 /2' X 4-1. 2' x 2-12" See Anchor Schedule Bolts 1; 2' Dia. A325 Gale. �I ITyp.) a #14Self-fhilling $trod 5 A/C Urnt 1vttUrlr Edge is Hurricane Scrap �1 } (Typical: 3 in front) T Front Cross Support (May ire Cut to W) Left Bracket (16 Gauge) p 14 Self -Drilling Screws Thru Brackets 6 Back Cross Support into AlC Lnit Bottom Side (Typical: 3 each side for hurricane use) 10-5/8 10 r/e: Washers Self -Locking Nuts Sf-1111 ancllduun uvrruu uan uc p„n1111 wu11 ah Hsr-..1u: 1 All 13- E� aaesed Raised Sul Drawing availa6lr capon request (addineeral fop will applrl Back Cross Support +(May he rut trr IN) i� Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Page, of t Building Codes and Standards a lanoz, Product Approval Application Detail emM or - Batt. 2111 Doe Paadrw Jet ]ypgyeryol, Maraffsamm Sift Endineeal Lkerrea validated M Vokaseal $SID1111ttild FBC Aoororal AgggygQ stma AMnnatbn 2020 Smart Vmt Products, Inc Medsan Grehem HarmanF Naao P.E Locke BmVm P.E 12/16/2020 ivi6n020 IM&=20 Approved Category: Structural Comporxnts (577)441.83ra8 PE-73776 (334) 3OD-1 800 SubCatergory: Products Introduced as a Result of Info(Damadyentcae New Technology Compliance Memod Evektetion Report eon a Florida Registered Arcmi ova Ucensed Flodda Professional Engineer Ft#5a224a Produek Quality Assurance Alaroved for Vat Approved for Uses IMDWA DOMM Sep 9 1§adud * M. Humber a Name Prppuct ands -in ion - in HVHZ Outside NVNZ Residents � 1 3mertVent Motle191546510 Dual Funcion Flood and Ventilation Vent 12J312023 Yes Yes NIA ♦10041DO 2 Sma1'. Modal #1540511 Duel Function Flood end Wnaation Va I 121312023 Yes Yes NIA •100A IN 3 SmariVent Model#1540,520 In too Flood Vent 121312023 Yes Yea NIA 20F100 4 Srr,ertVent Model #t 540-52/ notated Flood Vent 12/312023 Yes Yes NIA •100F I DO 5 SrmdVerd Model #1540-524 16&wot; Garage 0mr Flora) Vent 1M /2023 Yas Yes NLA NIA 6 SmsdVam Mods 1101 5405-1 Wood Wall lntsraled Flood Vent 121312023 Yes Yes NIA +100f 100 SmarlVdd Model #1540 5?4 14. saqua: Garage Door Flood Vmf 12GI2023 Yea Yea WA NIA Florida Department of Business & Professional Regulation Fags / er Building Codes and Standards VI4202 Product Approval Application Dull 996 Krift or Dffit 90 Data Ftsndln0 ggg jig$ V"w Marxtfnlurear Contend FsaohaeaaLloen.e Yaldated sir Validated ;yubmai(tag FBC Aoprovel A-yad StatusRe 4sion 2020 Drexel Metals Inc. Jason Shumate Zachary R. Priest Looks Sly don P. E. DWO/2020 oa/W2020 082a202a 10/132020 Approved catalepsy: Roofing i502j 303-1511 PE-74021 (3341 300.1800 subcategory: Metal Roping isnunatechbeamet.can compliance Method: Evaluation Report from a Florida Replstereb M'cnteN Ora Lken bed Flontla Praessi-al Engineer F Lail 7678-RE Products $fgF Proript Mode. Number W Marrme auMv Assuralu Product Description eaabad Exdrelaa Auwroved fa Use Approved for Use 111106M Date In Kill out" H"a ReN"* Desim Pressure 1 Orexet Motel Roofng Systems DMC 1DONS, OMC 1508S, Di 175S, OMC 2005, 12/312025 Yes No NIA 10I-180 D11i 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 d4 3A= i gys DatePradna �s 1122 V-,, Manufactursi contact Enaeioor a Lhthrua Validated IN widatind FOC Aaaavaf A pt R-mon 2020 Therme-TN CoDorabon Steve Jasperson Lyndon F. "Mot. PE Ryan J. KIng. P.E. DN15nO21 IM12020 o4222021 06/082D21 Approved category: EAW., 0cos 0001643-7628 PE-43/00 W3) 787-Sms 3WCaegory: Swinging Exterla Door Assemblies sjssperwnatherrllatruc conpileice Method: Eveuatiol Report tram a an Rands Regulated Ardifted or a Licensed Feuds, Prolesstmd Engineer FL#HNBa-RS Products, Qua9ty, Assual Ar ..end far Use Approved for Use biz t 2ugm Ing ![ d MaNL Kurnbe or Ill Product Deserbtlan Contract Ertl dies Dae In HW2 cited, HVHZ Rialdam Pres- 1 e. Thertne-Tru Fiber-Cbs4e and Smooth -Slit nominal 68,0398 BWd:lmpad8qua; Opaque 12r1t2028 No Yas Yes WA Composite Edge Fbagess Single 0aw tinswai9'Gutewln0 XcmflguretionI 2 b. ThanntTru Flher-ClesAe and Smoom-Star tbnnel 6&#W,B &q,d, lmpad". Opaque 121312026 No Yes Yes WA Calm paste E� Fbogh- Sink Door wdh SkkitHs) (InswI"Woutss•Ing: XO. OX a OXO _110uratiata) 3 t. Therma-Tru Fiber -Gawk and Smoom-Star Nanhat(7&il Squot Impact&qua, Opaque 121312026 No Yes Yes NIA 4 d Therma-Tru Fiber Classic and Smcad-Slat 5 e Therma-Ton RIO-Cbssic and Smoodl 6 fThrme-Ton FPox-Classk and Smooth -Star g Theme-Tru Finer -Classic and Smodh$ar 8 h. Therma-Tru Fleur -Classic and Smoom-Star 9 i. Therm-Tru Fiber-Gassc and Smooth -mar 10 j nierma-Tru Fliber-Classic and Smooth -Saar 11 k.Therma-Tru FlOa-Clasaic and SmadRStirr 12 1. Themme-Tru Fiber-CIe and Smooth -Star 13 m Themne Tru Fiber -Classic antl Smoah-gar 14 n Thelma-Tru Flyer Classic and Smooth -Star 15 0. Therma-Tru Fiber -Classic and Sm, tall 16 p. Themhalru Fiber -Classic antl Smoah-Star 17 4 Therma-Tru Fiber -Classic and Smooth -Star Canp,axe Edges Fiberglass Doi Door •ugh or ritha,t Sdeates (nswhy0ur.ymg XX w OXXO canggurafims) Nominia 8'08qua',arpe t&Wot; Opaque Colposlte Edge Fiberglass Singe (lea f having/Outs:ring; X -I lair i tion) Nominal 8Ɔ aqua;erpaa&qud'. opaque Ca V-d Edge Flbag.- s.91. DOaweh Sdelae(si ilnswing!Odswirg; XO. OX or OXO _11gaudions) Nominal 89#390 8qu&Japed" Opaque Composite Edda Fib.rgln.s Double Door ,th or w8hout Slidell. ones ng/0utswing; XX w OXXO Onaligamis Nartinel I5 M9.89clsoLimpisdiLquaGuaind Cmposle Edge Fiberglass Single Dow (Irscing(o itswing; X conlguredon) NOmna 6&039:a dq,a:Impad" Gkzea Canp.al. Edge Fibarglass Single Door w'eh Sldelte(s) a isMngrouawing: Xa. OXaOX0 cro(puretlonei Nominal 69439:8 dqua:arpea" Glued Composite Edge Fiberglass Double Dow with a wthout 5ldeltes (Inswing10utssdng; XX a OXXO configurations) Namina 8&939;0 &WO1.1i npadii Ganow Composite Edge Fiberglass Single Door (Insmng/Outswing: x colgimai Nominal 8':0 a,Wpt:krped8quOt Glazed Composite Edge FlOcrglass Singe Door mRh Samainv llmwirpro tsw,rg. XO. OX a OXO ,xrr� sisal Nominal 88#39:0 &qud:Mmpeddgllot: Glued Composite Fog. Fibeges. Double Doowlm a n1houl Sidalkm (In"milVOutswtng: XX or OXXO configurations) Nominal 6&43g:8 &aua:krpec18quat Glazed Molded Open Composite Edge Fiberglass Singe Door (n-wouts sing: X configuration) Ncmenel 64#39:8 &quaknPact&aud; Glu ill Molded Open Composite Edge Fiberglass angle Door with Gard Melded Op. S•delltets) (nawdng/OuhWlrg; XO, OX a OXO cmfigurallm.) Nominal 68#39:8 8qud:Im0WA41d, Grazed Mok)ad Opar, Compose. Edge Fiberglas. Doable Door vim Or wkhod Glazed Mailed ODen Sidelines (haingKAAsw•Itg; XX or OXXO ca,6guretims) Wminel 68e39:8 &gUOt:Impad&QUOt Opaque C,xnpovte Edge Flbargnss Single Dow wth Molded open Sideli l OnWrigiCutwing: XO. OX orOXO conf gurall-) Nominal 6'.8 aq,a',klpaa&Oud; Opatlue Cwnpocne Edge Fiberglass Double Door with or wtnout Giazed Mailed Chen Sid,ates (nsaing/0utsring; XX a OXXO sonfiguratios) 1=1202(i No Yea Yana N/A 12131nO26 No Yas Yes WA 12/312026 No Yes Yes WA 1MI2026 No Yes Yes WA 2/312028 flo Yes Yes WA 12/312026 NO Yes Yes WA 12/312026 No Yes Yes WA IM112ON No Yes Yes WA 12/312026 NO Yes Yea WA 1N312026 No Yes Yas WA 1213120M No Yes Yas WA 12I312026 No Yes Yes WA 12/31202a No Yes Yes WA 120112026 NO Year Yes WA Florida Department of Business & Professional Regulation Pula 1 a1 Building Codas and Standards 11-r2021 Product Approval Application Detail Getty or A" BY11, Date Pendrao 20 ljga iii-ton Coal EntiraaaLN- s vaaatrJ sir Y3litlatag Appir rid aat*. R... 2020 PGTIndustriss Jens Rome-ki Meats -Date BCCO-0O3 Mlam-Dade S=-VAL 1111W202a lonal 7lr24rn0 Appwed Category: Enrbr Down (9411488.0100 (786) 315-2S90 subCat.ga,y: SlIcal Exlerle, Dow Aasemb9es pos-skl(lipotindustnese Cmpllrce Mai Cenlec2dw Mark Or Lisping Om FiLmi situ Promote Qualify Asswarnne Aoaered for We Aooro.waltar Uae kmg gstl>m aloe Product Mom. Nathan a Name wadd0-Wiprion Conrad ExpYalgaa Data an Il OudN HWIZ assistant Pr- e S(aO-557It (Large Missile knpadl Vny1 along caa.a Door OV142021 Yes Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying €or a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1"I"herm IFL20461.1 A. SWINGING aTru Fiber -Classic 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 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/1 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 +31.0/1 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60a01-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/1 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 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 FL16280 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 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSIICK 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 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/3112024 Lomanco, Inc DA4 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 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679,1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 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 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 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 information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards 1m022 Product Approval Application Detail 4D98 - Entity Deft Pending j Versonn Manufacturer Contact Enalneer&lJcen9e YaliliatedBy validated Submitted FBC Approval Alsoraved Statu Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schrridt, P.E. Ryan J. Icing, P.E. 07f2312020 07M2/2020 07129=20 10f'132020 Approved Category: Eateries Doors (800) 8"7628 PE-43409 (813) 767.6555 SubCatagory: Sar'ging Farms Door Assembles s)aapersonothennetru.co ComplMrles MG1ad: Evaluation Report from a rn Florida Registered Archived Of a Licensed Florida PLA2047M Proren atonal tE gint er Products Slyt9 Product Model. Numberor Name QualrNAssurances Aeprovedfor Use Apnrouedfdr Product Descnotlon Contract Expiration Doh In HYHZ Use Outside HVHZ Impact Resistant Dession Pressure 1 a. Thermal Fiber -Classic and Smooth -Star Nominal 8Ǝ "lmpact" Opaque 12(31/2022 Yea Yes Yes VA Composite Edge Fiberglass Single Door (Inssrng/Outsvving; X configuration) 2 b. Therma-Tru Rlea-Ciassac and Smooth -Star Nominal 68,01%8 aquotlmpact" Opaque 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Side(Re(s) (Inew riglOutswing; XO, OX or OXO configurations) 3 c. Thmloor era-Tru FClaeslc and Staath-Star Nominal 8 $ "lmpactilli Opaque 12)31f2022 Yea Yes Yee WA Composite Edge Fiberglass Double Door with or v4mout Sk)abea (1-MngrOuhvnng; XX or OXXO connguradons) 4 or Ttlerma-Tru Fiber -Classic and Smooth -Star Nomina18871 ao aduc41mpact&quor; Opaque 12f312072 Yes Yea Yes WA Composite Edge Fiberglass Single Door 0nwAngilOutwi ng; Xconfiguration) 5 e. Therma-Tru Fiber -Class's: and Smcoth-Sear Nominal 811,011 &quck;lmpad" Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelil 0nswfnglOuta Nmg; XO, OX or OXO configurations) 6 fThermos-Tru File -Cuss; and Smooth -Star Nominal 88418quotlmpaCt" Opaque 1213l r= Yea Yea Yes NIA Composite Edge Fiberglass couple Door won or without Sidelit" (Inswng70utswrg; XX or OXXO configurations) 7 g.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6aill gitotlmpoct" Glazed 1D31 r2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door (I nswirg/outswing; X configuration) 8 h. Thames-Tru Fba-Clea sk: and Smooth -Star Nominal 8e8 "lmpactili Glazed 1213112022 Yas Yes Yes WA Composite Edge Fiberglass Single Odor Wdbt Sidelte(s) (Irrsw,nBrOub eng, XO, OX or OXO configurations) 9 iTherrma-Tru Fiber -Classic and Smooth -Star Nominal 88Ifr 69quotlmpact" Glazed 1213112022 Yas Yes Yes WA Composite Edge Fiberglass Double Door iath or WM out Sidelttes (Inswing/OutssMng; XX or OXXO configurations) 10 j7herma-Tru Fiber -Classic and Smooth -Star Nominal 89#39,,0&qu.lotlmpactill Glazed IV31/2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (In-rig/Outanim"S; X confgurauon) 11 K Thermo -TN Fates-CIassIc and Smootl" ar Nominal 8&939;0 aquotlmpa@" Glueo 1221r=2 Yes yes, Yes WA Composite Edge Fiberglass Single Door Ath Sidefil (InsvenglOutsw rig; XC, OX or OXO configurations) 12 I.Thames-Tru Fiber -Classic and Smooth-Edr Nominal 8'08gtaotimpact&quof; Glued 12131/21= Yea Yes Yes WA Composite Edge Fiberglass Double Door wth or Wthout Sklelites (Mewing/Outs ing; XX or OXXO configurations) 13 m Therma-Tru Floor-Classc and Smooth -Star Nomlrrzl 6&#nS "tmpact" Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door oath 8quot;Non-Impact"a Sidellte(e) (Insving/Outswitil X0, OX or OXO coring uradona) 14 n.Therma-Tru Roar-Camme and SmioOth-Star Nominal 61liall"lmpaet&quet Opaque 12f31 Q022 Yes Year; Yes WA Composite Edge Fiberglass Double Door rsih "Nora-Impact&qum,, Sidelnes(Insw riglOsasmng; OXXO wnfguration) 15 o.Therma-Tru Rber-Classic and Smooth -Star Nominal 8',0":lmpact&quok Opaque IM112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with "Nort-ImpanoMquot; Sidel,*.) (Inswing/Outer ing; XO, OX or OXO ow,tigurations) 18 p. Thertma-Tru Fiber -Classic and Smooth -Star Nominal 8$0 " lmpoct&quet; Opaque, 12/3112022 Yes Yea Yes WA Composite Edge Fiberglass Double, Door with "Non-Impact&qum; Sideirl(Ins,,mWOutBWtng; OXXO confgurati m) 17 q.Therma-Tru Rber-Classic and Smooth -Star Nominal 8Ƅ"Non-Impad" Opaque IZ31I2022 Yea Yes No WA Composite Edge Fiberglass Single Door (Inswirg/Outseirg; Xconfiguration) 18 r Thermta-Tru Fiber -Classic and Smooth -Star Nominal 88#39;8 "Non-ImpacAquot Opaque 1213112022 Yea Yes No NIA Composite Edge Fiberglass Single Door with 5idelte(s) (Irtswtng/Out9w4ng, XO, OX Or OXO configurations) 19 a. Thermal Fifer -Classic and Smooth -Star Nominal 6'88quot Non4mpact" Opaque 12731 r2022 Yee Yes No NIA Composite Edge Fiberglass Double Door w4th or ,Mthout Sdatbes (IrrsMngrOutswirg; XX or OXXO configurations) 20 t Therma-Tru Fiber-Ctaasic and Smooth Star Nominal 66#39.0 &quU;Non-ImpacAquot Opaque 12131 f2022 Yes Yes No WA Composite Edge Fiberglass, Single Door (InsvairSJOufsvring; X configuration) 21 u. Thermei Fiber -Classic and Smooth -Star Nominal 886al aquot:Non-Impact" Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sicarlil ilms*ng/0utsimng, XO, OX or OXO conflouratiomi t 22 Y. The,--Tru Fiber -Classic and SnwotinStar Nominal 89039;0&q..t.Nry lnpid", Opaque 12f311= Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Stlelites (Inswing/Outsming: XX Or OXXO configurations) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal 681r39;8 "Ncn-Impad" Glued 12131/2022 Yes Yes No NIA Composts Edge Fiberglass Single Door (1-ng/Outswiy; Xconfigurabon) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0039,8 &quo0on-Impad6quot Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Shgle Door with Sjdelte(s) QnsWrg/W.Wng X0: OXar OXO configurations) 25 y.Therma-Tru Fiber -Classic and Snmth-Star NomlmrI6'8"Norslmpact8.quot Glazed 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door oath or Without Saelftes (Iraswing/Outs nng; XX or OXXO configurations) 26 z. Therma-Ton Flle -Classic and Smooth -Star Nominal Sul "Non-lmpad", Glazed 12/312022 Yes Yes No NIA Composite Edge Flbergliass Srgle Door (InsYang/0utswvig, Xcorrigurattion) 27 za. Therma-Tru Filter -Classic and Smooth -Star Nominal B8#39;0"N4m-Impact8quot; Glazed 1WI12022 Yens Yes No WA Composite Edge Fiberglass Seigle Door with Sideslke(s) (InawingtOutswirg; XO, OXor OXO configurations) 28 di. Therma-Tru Floor -Classic and Smooth -Star Nominal B':08quothlon-Irrpad6qual; Glazed 12/3112022 Yes Yes No NIA Composite Edge Rbarglass Double Door with or without Selelites praswing/Ouoivnng, XX or OXXO wrifguratons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papal 02 15f2o21 . is9s - - eosin« Ddtt Out Deesawdna DIx version M-fachnr FBCAppmwa stall.. ReNsiori 2020 MI Wndmil and Doors SIMI Strngd Luis Ro"Ito Lamas Sti wn M Ufich. PE Iomm 20 lWenO20 70/im(120 12115'2020 Approve Caregay: Exlanor Doors (717) 363-3300 PE-62514 1717) 317-6454 SubCategory: Sling Ecteha Door AssanoUes ttsl0ng.rillimhadswn Compliance Method EYaluaem Report tom a Florida Registered.Ndided ores Ucensad Flwxb FDlF15S32AB Pnaduch PrdeNknn Engineer sae# Protluct Mom.Numberor Marta ROWct Deserlptbn Quality Assurance caerwi Em#atla, Data Arprorwl for Usa Apgroyad 1.1 IIVHL ,$Its for Uses knwi assistant Clinical FTesaura 1 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OXO 1MIn024 No Yea No NIA 145-3/4"X80&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO. XX 12r312024 No Yes No WA 96aqud;x80&qud; NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OXD 12/312024 No Yes No 141A 145.3/4&qu oL,0Ssqud; 4 SERIES 420ALUMINUM$Go REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12r312024 No Yes No N/A XO, XX96&qud:a96&quol: 5 SERIES 420ALUMJNUM SGO REINFORCED SERIES 420ALUMINUM SOD REINFORCED XXX 121312024 No Yo No N/A 143eOua:a9G&dl Florda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page1 d2 I19r2021 EDWt Or .' �a _ a" Datr.P+nBDg 20 ],jig Vor-Norn Manufacturer contact EudrroaBUcanse Valdaeaav yeltMM FBCAtairl ApproYt4filliala Revision 2020 War".0i ton, a dvldon dOvemaed Door Dwayne, K, h Jahn E States Jeeray P. Arneson, P E. 10AW2020 0929/2020 10232020 12/16/2020 Approved Corporation (330)763-8121 PE-51737 (904) 821-5200 og Catagory: Exterior Ds dkotnisMQvreyne-dehm c suhCategary: Factional Eaton- Door Assenspi- am Cortpllanea Methotl: Evaualm Report from a Flodda Registered ArohdKt a a Licensed Flodda f L#M94t2D Products Professional Engineer 8w # Product Model. Nunha or Name Product Description Quality A,- Cogracl Ewlrallon pat Anoraved fa Use Awravrt for rho It HVHZ Cudade HYHZ 1..= it"",tt, gyg- Pressure 3 80DOASIM8200#1105 Willi. Nex widh, 14': Max height. GIII 121312023 No Yea Yee 131.0005.00 arveilil in top a inNlmadlMe sedum 10 W0041OM20091123 16turl HexwM. 14': Max height. Gazing 12M2023 No Yes Yes +30,00/-33.50 evalkble In top or Intermediate sedlon. ti 6000410016200#1124 16' Maxwldh. 14M9'. Max height. Gazing 12/3/2023 No Year Yea •34.40/-38.30 evatable In top pr htemtedlefe section. Florida Department of Business & Professional Regulation raga 1 al Building Codas and Standards Il9np21 Product Approval Application Detail antilty or al" 20 Ciao small 20 TXM Version f Endnena CleanseVWdWd 01 Vallidatird ails FBC Ara ava dgggypg $taus R.- 2020 Clones ONlvo OIAADG. Inc Tan Ratay UL LLC Troy Bishop. P.E. 12J1N2020 12m12020 1221rM20 Approved Category: EYtd1a OWr9 (W 1149d-2813 i 9S4) 547.0880 SubCatangsl ExteriorDoes em Ccmpala nm.reheyRaeseebloy.ce Compliance Method: Ceriilkation Mark or, Living r^ Ftan1517.Re Praaduda Quality Assurance Amend fair Use Alp noyed for Use blall twig) sea-8 amud Ham. w,mea a rdma Product DPsamdan Conrad Elevation Data In KVMZ Qy y Ptilst,b. P�stali9. 1 607. ?07, 727, 747. 757, 777. end &47 Sngle entl Paged Fl.0. Glazed. and L..-.d Yngk end parrs of 12GI2025 Yes Yes Yas N/A Doors hdldy metal dons. Florida Department of Business & Professional Regulation Pagel Of Building Cotes and Standards gnaz, Product Approval Application Detail CON 6mN w - Dr. fLt. Date la-dra, Do - Version Manufacturer cordulg EppNer a LJoerue Yaid&W 8W VaildatedSubmitted FBC Actual Aaltrtrm4 $Iinla RevislOn 2020 MI Wlndoae and nods Brent singer American A,cheodtual Slaver M.Il PE 11A 72020 111170020 1127/2020 Approved category: Windows (717)365-3300 Manufacturers Associehon (711)317-8454 GutiCategorlr. Single Hung bslnngerMMw•doom ComisilalC! Method: Conddall Mail, or LNhng §Eg.i Product Model Nunba or Name Quali r Asses- $q Conrad EmIrMI,Ht Dee Aaoaved for Use Adis -eta for Use smaller Devian in IINIZ Outside HVHZ Resistant Preassure 2 185 SH 52x72 FINFlange Freme IG/6G Single Hung 10/082023 No Yet No +60f-60 Laminated Glass 4) U) N -00 OCD � U L Q O 2 .� CU U U CU O c O O O W O i%i CD s- -a-r Q lia -0 . C: Cl) a< Q Z Z W J ;r C LL" ':1 1L1 1 • ; G.a C t1a � 31 v iw an C- c9 , - a cu O CL 0 Q U O L C0 W O L CC w Q W z J Z Q ^J SHEET NO. PA 1.0. I I I_ I I 1 I I I _ I I I_ _ _ 11 - - - I wr it 1 I 11111'I I 11 I A Florida Department of Business & Professional Regulation page at Fionds Department of Business & Professional Regulation Paga 1 of Florida Department of Business & Professional Regulation Paget all Flands Deportment of Business & Professional Regulation Page 1 of2 Building Codes and Standards 1252022 Building Codes and Standards 15=1 Building Codes and Standards 16=1 Building Codes and Standards IF.i2021 Product Approval Application Detail -,-En Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail fail _.. ,.. rallk .`.'; .- - ..._ _. , ,. ::_... - '.� ". .. ;. '. Et era w :... . :: '' - .. .. ... 2E 2Data Pending Rut _ .. C�5 - .. - .. ._ .. Entl[v a . _.... - gilt 21111 gas PnMna - - . D_ .: �: �.. ... 40 -. .. .. ,. .. .. _. ., .. ^la.-�Q . ' � ' _ � 2mi -20 � Das Pion Dp _ _ ..: .. -- . , , _- ._ - _ ... - Date Pending •,. I= Version Manutagtuner Contact Enngn e& License Valitletad 8v VgfidpjgQ FBC Approval Approved Stews Reunion 2020 oy: Conmr• lion Lyndon F Schmidt P E Ryan J. King P.E. t0A7J2021 0&98f2721 10113d2021 121t52021 Approved jyg Verson Manufacturer Carhad Endnew&UcerM. yffid.2. Ystl�ld ISC Amroyd oved at" im Vernon l 24� gprtard EndnaratYviso veempeda IfaggMW i FBC Amrova Aux i ;ii, mm Vr_sim Reusion 2020 M�� uror MI Windw.�s and Doors S� EndrewaLi®tsa Validated Is &ant Stf Anw- Archited-I Steven ha Uncn. PE r'»a yatlgdffi FaC Amrold Asuard-i k9tiwi 1122IM20 11222020 1/2ai2020 Approved Category; Exterior Doors Cate (8 0) 3-76aon (800) 843-7628 PE-43409 (613) 767$555 MFinatbn 2020 PGTlndustrien Jens Roamraki Miami -Dade BCCO-CER Mbrrd-Dade BCCO-VAL 1105/2020 11051020 11/11f2020 Apprwe4 Reusim 2020 MI Winders and Dons Brant 9ltpnger AmcAcen Archptttural Seven M IMch, PE 1orOBrzo2o 10708202g 1(r192026 fpprwed e17aY: Wndors 1717) 383-3960 Manufaeturrs AssaNtion i717) 317$454 SubCategory: Swinging Exterior Door Assemblies sjaspersonCthermatru.co Category: Wridora (941) 48"l00 (786) 315.2580 Catepay: Widows 1717) 363.3700 ManufacNrea Associeean i717) 317.8454 "Cdegery: Fixed DsIBhgetlMmhad.com Com plianee Method: EYaluatbn Report from in subcategory: Single Hung )rprorskl@pit ndusinell SubCategory: Horizontal Stltler b-Ahgw@r,*d.cam Coapllanc. Mempd Certification Mark or Listing Florida Registered Architect or a Licensed Florida Conpllalee Method: Carglcshon Mark or using om Compliance Memod Catifcatlon Ili or LLschg Prde8810rtal Engineer F LOMA28 Prodhas fulftmi-Rio Products FL1RSSa&R14 Prodsds FLOW41417 Products Quash, Asurerce Approved for the A-griadfortim Impact 2tl>on Urrakr Aaaurance Amrovtdfm U.t Approved for Use impact onim ado Assurance Amrovedfor Us. A-mrad felt toe Ifin- aigm Quality Asaursn as aRRMAd for Use Approved for Ilse tIBalsot Design aea 9 Product Model. Number o Name Plodud tMenotlan Cosrao Eydrallon Dee h1 HVHL Outside XVHZ it lure AW Product Made. Numbar orPrmuct OasrridNn Carina Emealim OA1 1, HV! 7i outride MV1sz assistant Prssu err tt9fA Product Moo. Number r Name Product DescribedD Cdtlrxl ladretlan Due In HVHZ out" HVUZ dtybit Pressure S 9 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Restuant Pressure 2 SHSwO l Large VII Impod) Vhyl Single Hung wndo. 07I302025 Yin Yes Yes WA 1 HS IN Fin and Flange Frans 73.62 lr.l.ted Glass 021162024 No Yes No ssu-53 1 185 PW 73 r 721nsus ed Guess OW2023 No Yes No 41W-60 1 a. Thermo-Tw Fitter -Classic and SRQah-Star Nominal eM398 " Non-Irmpact" Opaque 12131121M2 No Yes No NIA Composite Edge Fiberglass Single Dow (inswinglOutswing: X configuration) 2 b. Therma-Tw Flier -Classic and Smooth -Star Nominal 6&1*8 &qua;Non-Inpad" Opaque 12J3112022 No Yes No NJA Composite Edge Fiberglass Single Door with Sidetite(s) (InswnghOutswing; XO, OX or OXO confguatons) 3 cTherma-Tw Flber-Classic and Smooth -Star Nont"ISM39;8&qud;Non-Impactliquot Opaque 12/3lr2022 No Yes No NIA Fiberglass Cwnposite Edge Double Door vAm a without Sidelitse(IrmwinglOutswing: XXw OXXO configurations) 4 d. Themm-Tru Fiber -Classic and Smooth -Star Nominal 7'0 8quotNon-Impact" Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door (Inswing7Outswing; X configuration) 5 Is Therna-Tw Flbar-Classic and 5nmobl-Star Nominal 78A3$0 &grKtNon-imitact8quot Opaque 12J3112022 No Yes No N/A Composite Edge Fiberglass Single Doe with Sidcihe(s) (I nswinglOutswing; XO. OX or OXO configurabon.) 6 t Therms-Tru Fiber -Classic end SmoothSter Nomhai 88e38,0 "Non-Impad&qua, Opaque 12/312O22 No Yea No NJA Florida Department of Business & Professional Regulation Pag. t w1 Florida Department of Business & Professional Regulation Pass i di Florida Department of Business & Professional Regulation Page 1 of 1 Composite Edge Fiberglass Single Door Building Codes and Standards 1152021 Building Codes and Standards I&MI Building Codes and Standards 1rs2021 (IrowingrOutserng; X configuration) 7 g, Themes-7. Fiber -Classic and Smooth -Star Nominal SSk39;08quotNonlmpact&qua, Opaque 121312C22 No Yes No NIA Composite Edge Fberelea i Single Door rdth prOdtti ppprOVeI APPIiC8l10n Detail PFOtlUCt APPfOV81 APPIICaiiOn Detail PfOtlUtt Approval Application Detail Sidelde(sj (Inswdngl0utswing; XO, OX or OXO 1.1 ": - .,- - ... ,.: . -: .. ,. ... cour o 8 h Therrna-Tru Fiber Classw; and Smooth Star hbmnel 88#39 0 uotNon-Im ud:0 ue 1273 fZ022 A . _ .. ,.. :,.,.. . ,. -,_ .. _... -. _ .. _, .. ,. -. .. - ..... - _irPit ..;;, <: , .. _, ... .".'. .. _':'.' :: - .:'.. .�.--„ .. :) " . ._ Composite Edge Fiberglass Double DorWth or S9il _. _. ,. - . FNICts: --.. 2tl j$1! DaG Pwdm .. gars - ) _ Qal! 2tA !atlPl�iDg Jkit - - _ - _ _. hWY.aL -. Bess Dam Porndm Without SlealAas(Inswing'Outwull ;XXor OXXO T� Version Manufacturer Basin-&Urnne VdWded By Validated i FSC Approval Agarstt ALADA Iygt ,won j Contact. EndreerBL.kmse Valdfed Or y.( > FBe Approval Agr�rt9 ¢jg(gg• ]kg y�jpy Manuhcturw COMad 13uthew 8 UeerMe VdidMed ev FBC Approval configungons) yyiga(tt �m9itg A9lgpYffi i!&Ddt 9 LTherma-Tru Fiber-Caset.and Smooth -Star Nominal 69ill".Non-ImpaUBqua, Glazed 12131I= No Yes No NIA Affirmation 2020 PG'Tindushks Jam Rasoarrd Mami-Dade SCCO -CER hiaml-Dade BCCO-VAL 1IM2020 11/052020 11/11/2020 Approed R... bn 2020 MI Writ -end Doors &ent811Mnger Luis R Lomas. PE Seven M. dkieh, PE 10,08=20 10106/2020 101192020 12J1512020 Approved M'rmstbn 2020 PGTlndrstrins I., Rosawsid Mims -Dade OCCO -CER AYami-fade SCCO -VAL 11)05=20 110SM20 11/1 172020 Approed Composite Edge Fiberglass Single Door Catagogr: Windows (9413486-0100 (786)315.2590 Category: 6AII (717)365-3300 PE-62514 (717)317-8454 Caegory: rilndoes (941)486-01DD (786)315-2590 (InswingJOu[swing, Xconfiguration) Subcategory: Fives Irl,sovaltl@pgatrduebleso aubCat*prf. Mull bstrigtramhrd.com subcategory: eaallons lrosarskiMpgtlndusmes.c 10 j. Therms-Tw Fiber -Cristo and Srtaah-Star Nominal 6'8 8quotNon-ImpadBqua• G122ed 12131 r2022 No Yas No NJA Conpnav:a Method- Cenit-fien Mark or LJseng on Cornplienc. Method Evelustion Report Worn a Compliance Methods! Cmul"Uw Merle or Lhdrq orn Corn Edge Fiberglass; Single Door wdh pe(s) 9 9 Florida Regisered ArchltectraLiunsed Florida Sidellte(sj (InaW1ng10utsv4ng; XO. OX a OXO FIiF243424 Prodrete Prdewwnd Engineer Fttg814113 Prodtc[s configurations)inal3Dudav Asarmee 11 k Therms-Tru Fiber -Classic and Sfrgpan-Star 88#39;8&qurgess Doorquot Glazed 121312022 No Yes No NIA Aonoved for the Approved to Una throw• Ideaker, F1115353.R5 Reduda ckwKV A.surrca Answered for Uss Aotravadfrusa kl@act i� Double a Composite Fiberglass Doubt Composite E AMA Prpdkt Model. taamw or Nanne $.sue. !gin eonrasl Eanirelion Dal Outdnh HVHZ 84 !' @. a S-ty Product Model. Plumber or Name Product Descnptilr, Comet Emlrauon Das Outside HV)iz Y t; t t3tyiVLs XX or Skdelltes (InsvWng/OutsMng, XX or OXXO fts 5 PW-3520iLargeMhsilelmPedl Mns/Flx.dyMndor 04J302023 d Wrid Vas Vas Yea NIA QudltvAs.urrga Anrplwtl(ruaa Amraved/rUv Imgagt � 1 Muamsip Nl Doors antl Windors Aluminum kluaols OS!262026 Yes Yes Yea WA conl1gt mnflguration9) At" Redact Mom. Ntmhw a Noma Description oductDescriptionAaa jg•di01y Outside HVH2 PaaiataW Pressure 12 LTherma-Tru Fiber-Clamicand Smooth -Star Nominal 7&II"Non-I mpactliquot, Glued 12/310022 No Yes No NIA 2 5794 Vedied Adum'num Mullin, 17Ps12024 No Yes Yes NJA Composite Edge Fibrglam Single Door (Insw rigi0utswdg; X configurabon) 13 in Thera- uFiber-Gesso and Smooth -Star Nominal 78939;08quot;Nor.I mpact&quc* Glazed 12)31 r2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelate(s) ensWmg'Outswing; XO. OXa OXO configurations) 14 n Themma-Tw Fiber.Camic and Smooth -Star tkx5lh»I a&93g;0",Non-Impact&Auo; Glared 12131 2022 No Yes No N/A Composite Edge Fiberglass Single Door (InswrVOug;whg; X configuration) 15 o. Themna-Tru Fiber -Classic and Smooth -Star Nwnirtai 88riAquoiNoll mpaa&quct, Glazed 12131 f2D22 No Yes No NtA Composite Edge Fberglass Single Door with pnsv4rlgl0ut.wing; x0, OX a OXO Florida Department of Business & Professional Regulation Page 1 art Fiorids Department of Business & Professional Regulation Page 2.12 Florida Departrnent of Business & Professional Regulation Papa 3 d4 16 p Therma•Tw Fibr-Classic and Smooth•Star configurations) con6inal M,nsj Nominal 8&g39;08quotNon.ImpaofBqua Glued 12/3112022 No Yes No WA Busking Codes and Standards IN2@1 Building Codes and Standards 1002021 Building Codes and Standards 3e2023 Canposlts Edge Fiberglass Double Door With or without Sidelites (Inswing/Outsvring XX or OXXO Product Approves Application Detail Product Approval Application Detail PPr Product Approval A par Application Detail configurations) 17 q. Therms-Tru Fiber-Cesssic and Snrooth-Star Nominal 8g:8&quokNon-ImpwAquct, Opaque 1273112022 No Yes No NIA ._... _ _:. _. -, -- _ . .. . - _ .-: ., .:_ _.. __:., -•.-,. �... . --.. - _. _ - - y - - -- Fiberglass Sing le with Can Ede Door posse 9 9 Transom Insva Ouhw O/X configuration) ,.. _ ,,.. .: -Ej,Mv - - + " .� - "::-. :..-;. -..: .-. _ ., - -'. .. _, _ _ _, <, ., - .,. ., �.. - 1s r. Therma-Tru Fiber-Classicard Smooth -Star Nannal 8&#%,6"Non-Im paa&qua, Opaque 12f312022 too Yes No NIA -'. 19A or Rat 291 Dan Pruanp 20 Sri E9SISY.ig Do 20 !�.$L �a 9 f .3& $gq 29, �e Pandlm get Comit"(s) EdgeTrans rglaas mm )!1[� l contend Endna&License Vddaed 9v Yam FBCAmrvw throned ..TXN vaDdetd Manufaslurr CWuj �fear&juggpat Validated 8, FaC Approval Ation-d ti1111.2 MrA YaWgD Manufacturer I,t,a raialaver a UL7raa y dIN triad s FSC A�avd A�gvag tan@ 910uroorrij DICKor and Transom (InawingfOutsv4ng.. O1X0. OtOX or OIOXO eprmguntfors) Revision 2020 Janes Handle Bulking PrrNcts. Inc. Clad Dlwckt V. Andrew Tan Jahn southnro, P.E. 01/052021 12/1/2020 OiXb&2021 ding FBC Appi Revison 2020 A{rida Nick Thonpedn Lyntlpn F. Se"I P.E Ryan J. Khg. P.F_ OW 2021 0211WM21 0222rz021 04/13r2021 AP4v wed Revtaen 2026 OAF Michael With Roman rreminen John W. Knatevlch, PE 12/19f2p22 12117J2122 122012072 02107/2023 Approved 1g e. Therms- Fber-Classic and Smooth -Star Nomina16'8" Non-invaa" Opaque 12nV2022 No Yes No WA Category: Panel Wdis (909)545-e3s9 PE-eim? (352)367-2528 category: Panel wale (330)922-2389 PE-43409 ( 613) 797-6555 Category: Robing 1800)786-3411 PE-59158 (Hil)T72-6224 Composite Edge Fiberglass Single Door With Subcategory: aiding child .dirck.lipj, shrd Subcategory SWda ntmmIFsan@rs side. till subCatagary: Asphalt Shingles mstkhoof cam Sidelile(s) (1-wirtg/Outsvang; XO, OX or OXO Compliance Metod Evaluation Report tom a e corn Corrpliance Mood: Evaudlon Report from a Compliance Method: Evaluation Repo from a Continuous Head and Sill Configurations) Florida Registered AfdhaeCt wa Licensed Florida Fledd. Registered Architect or a Licensed Florce Florida Registered Architect or a Licensed Florida 20 t. Them»-Tru Fiber -Classic and Smooth - Star Nomindl 8&e39; 08quat;Norl nlpact&quor, Opaque 1213112022 No Yes No NJA R.1-carnal Entire. Professional Engineer Professional Engineer Composite Edge Fiberglass Single Door with Sidel$e(s) QnswinWOutawang; XO. OX or OXO FL*i3le2-RB Products FLM5272AS Products 21 u. Thermo-7w Ftxar.Classic and Srrrooth Star Continuous Head and Siil oonfigurtiorns) Glazed 12J31/2022 &bergua No Vas No WA reedits Assurance Amrovedfor Use Aproved for Uss kgggs 249� Quality Aasorense Aoroved for Uss Aaoroved for Use Will ) Approved for Use Approved fa Lha ImPai � Smpael8quo( Composite Edge Fcberg Doer with Composite Edge aW a Product Mom, Number or Nema contract emeatlat Due IO-192L1 outside HIM gttgut aw ¢ Product Mad,k Wmhrr, Name RodrA tia'swonm Contrast Emir Lion Date k1 HVHZ Outside HVKZ assistant P-re =9 Rod)ct Mom.11mbr a Nnme Predict DwrloUan Comet Expiration Date In HVHZ Outside HVHZ Pressure win ; XO, Sidelse(e) pnswngtOutsvang; XO, OX a OXO t Cenpienk Lea Sitting ibex -cement rep sidny t2/312023 Y. Yes N/A N/A 1 a &qua2T"a Soak Vrn1 or 6dld Vinyl 9dt / 2/312023 No Yes No NIA t OAF Aaphet Root niggler tar use In F8C non-HVHZ Fiberglass rolnfpcntl 34aD, laminated, 54la6 and 12/762025 No Yes NIA N/A Continuous Head and Sill configurations) 2 Hrdi.lc ink Lap Siding l bra-ttmeat lap aiing 12J312023 Yes Yea NJA N/A 2 b. 6Wd:MINnc. 1-441qua; Soft Vanl r Sold Vhyl Soft 1=12023 No Yet No WA prlsdk:0ona hlohgg,.Whah sh.clas 22 Y. Themm-Tw Fiber -Classic and Smooth -Star Nominal SU39.0&duet Non-lnwctBquot Glazed 1MV2022 No Yes No NIA 3 c&qud:Grewbriar Mintage Beaded': Soffit Van[ or Staid Vhyl War IV31J2023 No Yes No WA Composite Edge Fibeerglass Single Dow with 4 d.&wd:05awd;sdnt Vent rsdmvhylGore 12r3112023 rJd via No WA Swill Qnswing+0utsv4rg; XO, OX a OXO e q Bsuot; Sdnl Vent r Sdid Vinyl 8ofal t2/312023 No Yet Ni, WA 5 . a ud;Charlr Oak 23 wTherms-Tru Fiber -Classic and Smooth -Star Continuous Head saki Sit configurtkNns) Nomiral6'8"Non-Impad" Opaque /273t12022 No Yes No WA 6 t&qud;Supw Spea&qu�Solfit Vmtor Sdrd Varyl 5of9 122112023 No Vas No WA Compete Edge Fieerglaw Door Panels with Vented ackdhe(s) 0 narnngfouldNirr ; X)( XXX or XXXX configurations) 24 K Therrna-Tru Fiber -Classic and Smooth -Star Nominal B'0 agsat:Non-ImpaaBqu it Opaque 12f31/2122 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelie(s} (InswingfOutevirg; XX XXXaXXXX omfigursit-) 25 'y. Thenn-Tw Fir-Classrcand Smooth -Star Nomina16&039;8&gLadeNon-Inpad", Glazed 12f31/2022 No Yea Nb WA Composite Edge Fiberglass Door Panels with Vented Sideike(s) (I nawinglOutewkg; XX XXX or XXXX Florida Department of Business & Professional Regulation Pop 1 pit Florida Department of Business & Professional Regulation Peas 1 all Florida Department of Business & Professional Regulation Pagel orl confgurabons) Building Codes and Standards 101rm21 Bulking Codes and Standards B JAM21 BUlldingCOdeSatdStandafdS 1dr'8.21 20 zThermt-TruFiler-Clitmicarid Smooth -Star Nominal S'0":Non-irrpaa"Glued inii2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented adelse(s) (Insviingtoutswhg; XX XXXw XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) _.._ . ..... , ... _ . _ .. _ ... .... .. "- _. _ , ... . .., .-. .... . _ - - '_" - - - - - 1 if No Yes No WA 7 . T ma Tw fi r S tar Nomirta1881#39B not Nan 1 ct& not Glued 213 2022 2 za hr be-Classsc and Smooth -Star 8q gaga q Fiberglass Huth 3' 0 to a Sn eDoor Corn E._. Poll dig_. .. _ .. _. _ :. _.. ... �.. .. __.. .-..... ,. _., _ ...- - _... .. .: .._. _. < _ .., -_ :_, -: ._.. , .. :: - :.._ : C .._. C : __ -: _ .i _ , - --.A � - ;.. _ :... ,.... .. r , :: - _ I 11 - , s nswin utsvA XO OX adelpeO 0 WO rag. .. ,.. .... _ -_.. _ _.:.. .. ,_,... _. .,.. -. ., _. ._. _.. - ..., .._. ,. ._ ,. _ _ ... -. .... _.. - - _ - .. - _-' __ _ _... _:. _. - _ _ - . - - _ .. -. -. , .. � - _ . configurations) a4tt Entity a ii#4 � Dale Pending � S,ggt yndr a 2fit 2d1g Dre Pending �e ikh I 291 291 Ore Peedna' JxEt 28 2b, Thrma-Tru Fiber-CJaasic and Smooth -Star Nominal Still 8" Non-irrpact" Glued 12J3iam No Yes No N/A B.21 Version Manufactuer glaassL Endnaw A Uunse. Validated era V4tg,,ttd $wed FBC Approval Approved At" mm Version Maurfaiuner ggmtct Eddn.rA Licmnae V,Ndd,dM vegetated submitted FEC Approval Apgtayad si,tm 1"I"j_e V-1w Manufa4wrw contact Ntahor A Lieunse Validated Ev Validated Stainless FaC Appruvd Aproved status Composite Edge Flberg Law Double Door with ReWvan 2020 TAMKO Building products LLC Kan Eden Robet Noinitron John W. KnezeNch, PE 1004/2020 09292020 i0n22020 i7M5=20 Append Re4sk, 2020 L V Thompson, inc rasa Thool Architectural Tony Chntstroan Zachary R. Prisst Seven M. [Aid,. PE pail N2020 OW1612020 09=020 12J152020 Append Resrdon 2020 Floods Metal Products Ina. Clark Jones Jaynes L. Bucker, P.E.Q Seven M. Unch PE 092712020 tgaa 20 10,04=20 12AE12020 Approved 3&#:i9;D Sidelites(ImsvnnglOut5wrg, OXXO Categity; Rooting (417)624-6644 PE-59166 i954)772-6224 Meta. Cortpally(TAMC DI (613)2483456 PE-74021 017)317-11454 CMegli Roping 1904)7834406 CSUCK Enginawing (717)317-0454 28 zc. Therrro-Tru Fiber -Cando and Smooth -Star or,figuraton) Nomina188#�;O Squd;Non-Impact" Glazed 1?131/2022 No Yon No WA BtbCatepory: UMeneymens keni_atlen�tamko.ern Category: Roping Subcategory: Reciting Aeoessa+thaten that V. ubIntegral tmyagumetaeooM9.00nn Subcategory; Roofing Acceaepnea that re M Pan dark�nwnco.wn PE-31212 Composite Edge Fiberglass Single Door with 38#3Q0 Corrplhnoe Method Eveuetim Repo tom a Pan ofthe Rming System Image] bi otthe Rong Sydem Compliance Matlrotl: Evaluation Repo from e Qnswingl0utewirg; XO, OX a OXO Florida Registered Architect ma Licensed Flornda � Rdemiond Engineer Compllann Method Evauston Report it= a Flohda Registered Archltect a a Licensed Florida 30 zd. Therms-Tru Fiber-Classip and Smooth -Star configurations) cdn roil hon8) Glazed 1213112022 Nominal "ass No Yes No N/A Roddo Registered Arch firer wa Licensed Florida Prdessirel En nee, g Double Door Composite Edge Fiberglass Double Door with 1Ls1232B-R9 Products Raesslantl Engher F1t215m-R2 Products 3&=9;0 Societies (Insweng/Outsv4ng; OXXO QualiH Aeouranca Approved for Use AUXUXtgfg,(M I'm (7esld, F JIMM8da3 Frequent 31 ze. Tieing-Tru Fiber-Clasao and Smooth -Star f contgution) NOmhai 78#39;0 "Non-Impaet&qua; Shaker 12l31f2022 No Yes No NIA aR.49A Product Mom. *-be Mama Prod t D,-kfi,n Contrast Eaekdhn Dart ga.I 0.(" NYH2 In HYHZ " PtlaiNtl Apwowdfa Uss ApaovW fa the kg@s4t !� Ssa a Product Mom. Htg¢hr r Noma Ouaav AssMiEALQ :e Product bacrimon Adlran H N Z Use Approved Melia knoas i-y i1 NVNZ OWsim HVHZ gaaHeaY ggggUt Srlea Composite Edge Glazed Fiberglass Still 1 TAII Roof Undera}lmnts (HVHZ) RoolunWdaymenls for use In FRC HVHZ 061292023 Yes No NIA WA seas prmuct npom. puler a Name Proa,ct Description m HVHZ Z g-firtand P--,, 3 3- FLAMCA &qua;RV lO Ritlg VeNIluel: AWminum Ridge Vents for pitched roofs fabricated I2r3112024 No Yes No WA Door With or without 1'.2 Sidelts(s) lrlsdcaae. 1 TAMCO Fla Top Oct -RI dye Vent with BAM01r Tile 26 ga. 4tatiC r00f vanbktr ran Dafe Yes Yes N/A WA from 0.025' Aluminum (InrmiurVOutewitV, X. OX. XO or OXO configurations) 2 TAMKO Rod Llmlwlaymems (NO"VHZ) Roos undedayments for use h FBC nm-HVH2 O6rA2C23 No Yes NIA WA 2 TAA1C0 Gooseneck Ven OSW2026 26 its. 04'092026 No Yes NIA s01-525 lunsdetart, 3 7AMCO Off -Ridge Rod Vent lath Barra 26gestatic roofventiatorwdh integrated panic 08/0112026 Yes Yes NM NIA 4 TAMCO Round Top Ott -Ridge Vent with Bathe for Tile 26 ga static roof veMgatorwith bate 091MON Yes Yes N/A WA Florida Department of Business & Professional Regulation P.D. /pit Florida Department of Business & Professional Regu atlon Pag.1 or Florid Department of Business & Professional Regulation page I all Florida Department of Business and Professional Regulation Building codes and standards 11//2021 Bui ldi ng Cods and Standards lt7r2021 Building Codes and Standards 3AY2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval A �Ilcauon Detail Product APProval Application Detail Product Approval Application Detail Pp jlllPP ' .., _. code 11M verskm _, - - M-fidurr Z"ft cortact Ergmm&Wanae Vesperal Br - 21Lt Dolt Deb PPandnc 20 vaidisad BLOaritted Fee Approver gamum Aga �" Sett Mail!& Vale!- Manufacturer _ _ Enui y a _ So1!ffi Ersdneer&Ucerme Ydldattd By gig MI5 Validated 814ififill Data Pu,mm FBC Amraval Belt agpmved _ Rea _ S99t 1:IR1 Mail - _.. Ma)gfaewrr - _ _. Ctltl[v or - Contact Enaswr&Lkane Validated By :: p. - Dist Dales Pa,dra .11 'fie ,. - Va"sd submtood FSCAoproval AM; Aim FLg6259-R31 Revision 2020 Latina Karrina Jacky James L. Buckner, P,E Seven M, union. PE I i232020 112V2020 112£✓1020 ding FBC Appr R",- 2D20 anal Roping Andesm Rebin tAPNO uniform Evaluation Gay W. Walkr 11,003020 111022020 1I/W2020 Approiod Rev- 2020 prod Protection Produda, LLC. Tlm Robhmn WOWA T¢Il Jr. P.E. John W Kna=evior PE 09408/2020 091082020 10/D12020 12/152020 Mprwed CDde rXim-a =& .0 210 PAW Status Czt.gdry: Roofing (501)083-6163 PE-31242 (717)317-8454 Csdagay: Roping (8013W-6081 SwAces LLC, (205)854-DIW Cuagary: Shutt.. IV )689-7545 PE-44167 Mist 7T2-6224 Ty,� %r�lsli Manufacturer Corrtact Epdinaer g validated By, Validated Submitted P�OdIIIg. AROfOVBd Approved StbCdsapry: Roaang Accessories that wean Ime¢d Prtofthe RoofingSystam klelley(glomancpcom SLWu.gply: Roakng7iles RcbinMtlera,�brd.co m SulbCatepory: Storm Panels tim.radnsan QgppeN.eo 2020 License Revision POLYGLASS USA Maury,Alpeft, John W. 10/26/2020 1OJ2212020 FBC 1211 5/2020 Coapltanea M.u,m: Eyruatorn Repel soma llanaaMempd: Evaludlon Report PO du Product Evallatlon Entry Report tan e Cendis Ri a Matlgd: Eyed m Category: Roofing S95423313305malpert@polyglass.com Robert Nieminen Knezevich, PE ARRlpval Florida Registered Architect w a Licen said Florida Florltla RepcaeredArchgectoraLkensed Florida or a Professional Endneer Subcategory: PE-59166 (954)772-6224 11/01/2020 Rc4etslones Engineer FLe7RiMH2 Products Undedayrnents FL#17ZUZ4M PdxkjAs QudlN Assurance Approved for Use Aggt9Yed for Use inmew 2,M FLI15e7111416 Products Compliance Method: Quality Adfiagai Approved for use Ambled for Use hnpasl [itsl2l $!ale 16 ProddM lfisrrbralloma 6aleny-Shake. Sate Country set SWI Old English g tgei DomaotEydrotlonDa. Flat Proflb- Delve. CO 12/31 r1020 In14vmb cured, Ne HVHZ Yes Bart NIA $lLNf3 WA laWiH Assuartcv Apraved fa Use APM.dM Uet bma Bolan Evaluation Report from Ott Product Model Nu brorNrro Product priscriction contract ExdralarsDate inHVHZ OuttldHVKZ &lH.aut. Pl- ThatchUniImAset Btu $od=di Q2%L LcukarwLua ht)fi1L i$isid,H M itse ent IRastri[! a Florida Registered 1 Desk-Air'r DA-4 r TRI-Bui8 Dedt-hr DA-4 Low Prude, PdWropykna R.O., Roof Vism 12/1I2025 No Yes No s97.5/-97.5 17 SwenY 600 - &Me. Shak.Aamp: $ala Shake Flat Profile- Suklon, CA 12/31/2020 No Yee NIA WA 1 20 Gage GdvenUad Sad Storm PenV,+rA(Z Corrugated0dvatized Sees Storm Panels retained 12/312023 Yes Yes Yes WA Architect or2Licensed McMr11g0yAlkwhedtoPlyraodDeck 18 Savdny800-SWe,Shake &, Stan Shake FlatProfilo- Rialo,CA 12/312020 No Yea NIA WA or not byIni sloprwidehumcamprdection. Florida Professional 19 20 Saxony 700- Shake, Natr two. Spa Shake Salary 700- Shake State&Amp. Spa Shake Fier Profit, - Slcekim CA 12/31=0 Fiat Prank- Rialto, CA 1M12020 No No Yes Yea NIA NIA WA N/A 2 24 Gage Gavarl Steal Storm PsndsJNHVHZ Cmugated Gallili Sled Storm Panels retained 121312023 Or not by tradis to pwide hurricane pdncfl0rl. No Yes Yea WA 1 Engineer 27 Tales Espana / &.-I m. High Rbila- Katy, TX 12r312020 No Yes NfA NJA FLtf6269-R31 Products 28 Mlle Low Profile - Katy. TX 12/312o2o rid Yes HIA NIA S111110Aseur&nde Angved for Use Seq a Product AAodal, Number or Naraie Product Description Contract Exdralon ]it.hri Dot- ys lice Resistant Pressure i Polyglass Roof Underlayments Rooling urderlayments I0121/2022 No Yes WA 4WAI-M.5 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof Linden"strts for use In FBC I212arAM Yes No WA WA HVHZ Jurisdictions. 2 Polyglass Root UndeNaymerts (non-HVHZ) Potyglass roof undertayments, for use in 12/2372023 No Yes WA +WAI-622.5 F8Cnon-HVHZjudsdi.tons. Florida Department of Business& Professional Regulation P g P age 1 a 1 Florida Department M Business &Professional Regulation Par t d1 Florida Department of BLlstness &Professional Regulation Paget pit 1 Polyglass Roof Underlayments (HVHZ) Poyglass roof underlayments for use In FBC12/23r2023 Yes HVHZ jurisdicaons No WA NIA Building Codes and Standards 125M22 Building Codes and Standards 19=21 Building Codes and Standards 19=21 2 Polyglass Root Underlayments (nor-HVHZ) Polyglass roof underlayments, for use In 12(23r=3 No FBC non-HVHZjurisdkxions Yes WA +WA/-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 of as Roof Un men HV Z Polyglass Underlayments H Ygl Y ( yin Pd lass roof urderla arts for use in FBO12/23@023 Yes Yg No NIA WA - HVHZ jurisdictions N - - - tit _ - _11 �� - � i'�.._ "' �::. -- - 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof underlayments, for use in 12123r2023 No Yes WA eN1AI-822.5 � Entity or Oats 2W Jig 20 �, Entity or )� pint 291 "`"' - . - ,I. _ , Entity . _ 11 - FOC norrHVHZ udsd" �w1e. i � � Version Manufacturer Contact Englneerbucense Validated By Validated is�,imHlnd FBC Approval Approved status spiel ,fit Version contact Enanw &Lscnta vaam.d ea ya�ag Fac Amroyr AgOgng �g �p y�lpD Manuheturr, w �a� Emrn.r&License V+I+da.d era � �dm �g egg pr[g Validated Stkrnlftd FaC Apprdw Apggyzq rya 1 Polyglass Roof Undedayments (HVHZ) Paryglass roof undMayments for use In FBC12J2312023 Yes No NIA WA Revision 2020 All American Shutters and Glass Mice Barbieri Frank L. Ban mardo, P.E Troy Bishop. P.E. 10128120M 10115Y2020 11/0512020 12n 5/2020 Approved R.Wdon 2020 Alpine Sued Lewis ICC Evaluation Servcee, LLC Wpl- M. Ranieri. PE 1013112020 10IR21202(i 11452020 11A)VA20 Appi ReWdon 2020 Commercial Compete Roducls.lnc. Robert 011ie Samuol A. Greenberg John Hoy 1 ZI162020 1 ZM612020 122ra2oz0 ding FBC AM. HVHZ jurisdictions. Category; Shutters (551) 712.9882 PE-0046549 (954) 947.OBSO Category: Structural Components 02)c 710-3377 (407) 681-1917 Cae{peigry:ftal Ccmpon4r9 Pals)859-3T07 PE-34243 I352)588-5311 2 Polyglass Roof Underlayments (non-HVHZ)Polyglass roof undehayments, for use In iV23/2023 NO Yes NIA •WAI-622.5 subcategory: Storm Panels mckeb@al amersoenshutte Subcategory; Trusts Rates slewvgalpinadw con Products Inlroklud as a Result of 8w Prrcastgafor@yelgP.com FBO gars-HVHZ jurisdir3iws. Compliance Method: Evalua9on Report home ra.com Compliance, Nelhad: Evduawn Reprl4oma Technology Nea•Tachrndagy Florida Registered Architect or a Licensed Fkxkda Product Evalusfim Entity Compliace Method: Evduatim Repot from a Professoriat Engineer 9994t7 Products Fiord. Regitskned Architad ore Licensed Micros FLW Prokasknnd En9neer FLNITa"4uprodut44 OuaatA--. Aorovedrawthis Auaed ovforUse t� o.negr FLa17744M ProduM QualittAssurance Apurovedfor Use Aonnovedfor Use Jmpsol Delon am# Product Modal. Number or Name Product Desolodon Caaractaa Eealenote In hi Outside HYM assistant Pressure se a Raduct Model, Number orhkms Product Description Contract Enpbetlot Oars In HVHZ Outside HVNZ Remishnt Presauro 1 ITN SCGIAJorse Higher Strmgth III &emp'S) Metal Comedor Pkh iV312024 Yes Yes NIA NIA duals, A-ance Anrwad fr thus Amravad for use kgggt unim 1 24ga G.Nanized Steel Storm Panels 2499 GaNan¢ed Steel Storm Panels 12J312022 Yes Yes Yes WA 2 ITW SCG# p w Hhge wale Metal 00,11eptor Plate 12J312024 Yee Yes NIA NJA §to Pro" Modal. NMMtr or Name Product Dnsenmon coma" Emiltalon DMe lei HVHZ outeideHwz Resistant Pmwn 3 ITW BCG/Aikne Trulr Metal Connector Peale 1231/2024 Yea Yes NIA NIA 1 quality Recast or Commercial Conivis Products Precast and Prestressed Concrete Lintels 05/252024 No Yes NIA WA 4 ITW SCG/A0. Wave Metal Carmectr Peale 12(312024 Yin Yes NIA NJA Fiona Department of Business & Professional Regulation F."?cr2 Florida Department of Business & Professional Regulation Fast.I .11 Floride Department of Business & Professional Regulation Pap.1 oft Building Codes and Standards 3MM23 Building Codes and Standards 614/2021 Building Codes and Standards warav Product Approval Application Detail Prod ucl Approval A icatili Detail PPr Product Approval Application Detail - - - - - .. - - - - a - -, 1211 Saga rii,W or 20 gals Data Pendim Batt Se.4a SVIh or 29, R0 Date Pencirm 29i 2M artery or Btu 2Nt Di,-, 71"I'a Verson Mantrfuturw Contact Fi9hnsw A Llcenee Validated err Validated arlb." FMCAW,rW Approved &lave ilea ymyigg Matairi LS S9glaci ragetew AOerntse Vdlmed ev ViitlaWdGuIppriturd FBC Aradovd Ae Ind Juba M(21 Vwsian Manufacturer canted Epdnter&LknmSe Validated By Validated Submitted FBC Apo W Agalsdxi a" Revision 2020 stTek Inc. Erin WakMn ICC Evalu aeon SenAee, LLC ICC Ewwatlon Sa- 01,032023 122a2022 01/0-1,M23 Appno Revision 2D20 We Ol-ser Rob le dwcn ICC Evaluatcon Service, LLC Ian Lore, P.E. 02102M21 IW3=20 0M312021 Approved AMnnatkn 2020 Alpha Afummim, Mc. Jose soya Luis R. Lome. Steven M. Urkh, PE IIII W2020 11/162020 11202020 Appa-d "spry-. Structural Cmponeda 1952) SEK14635 LLC. CaegaY Shudurd Conponents 1253) 824-0476 008) 83OL3288 Category: Panel Walls ,40T.i 509-2008 PE-62514 (717) 317-8454 Subcategory: Twss Plates ewaId-@mi.eom (205) 599.9800 Subcategory: Engineered Lumber Robrt.laildi noweyahe Subcategory: Soffits alaealwNntmneCyaho Cortplirtce Method: EratuMign Report from a Compliance tddinnE Evnbetian Repo Kann sar.crn Coltpilare. Method: Evaluation Repot tom a o.com Product EMluelbn Entay Product Evalu.11on Entity Florida Reg hi eyed Archdact r a Licensed Flores FLa21974HO Products FLtaW4"1 F..W. professional Engineer Quislity,At- Approved far Uss Approved fa Uss Imeact i OuaMV Assurance Approved for Use Approved fix Use nag lam FL01864446 Roduta Sea # Product Model. Numhr or Name Product [*-set- contract Eminlion Data In HVHZ Oiddde HVHZ lit Preswn $eSg Product Model. Number a Namt Product Description Contract Eigfilrflan Deals IJn M oulakN It assistant pr OtrdM Assurance Uae Approved Aprin for Use I� 1 WBAHS 18 ga. high strength buss connector plate 1 Y312024 Yes Yes N!A WA 1 Mlcrolkm LVL L."reird Vareer Lumber 03/312023 No Yea WA WA Sin a Product Mom. Nurmbr a wire IgII carnal Emcraim Darn in HVHZ Oulsids HVHZ HYNZ $sfiLa� PasD#Nsu p.MSBUa 2 16 ga. super high strength Huntcmneda plate 12/312024 Yes Yes NIA NJA 2 3 Pereaem PSL ThnbwStrend LSL Parallel Brand Lumber 03/312023 Lerrinded Strand Lumber 03J312023 He Y. N/A WA No Yes WA N/A I Alpha AlumMrwm Sold 8amp: Vented Aluminum Soft Alph a Aluminum Sold Eamp; Vented Aluminum aTrio2023 No Yes No N/A 3 "I is MI 16 ga. hues media pate 12131M24 Yes Yes NIA WA 4 TJ Rim Board Structural Composite Lumber w oriented 9lrantl MI2023 No Y. WA WA CMU & Wood SdhV CMU &, Wood / MT1ai4S 8 18 ga. high strength Voss connector plate 17/312024 Yes Yes NIA WA board RIM Bold 5 UT20HS 20 ga. high strength truss connector pate 12/312024 Yea Yes NIA N/A 5 Weyrhatuaer Rim Board Oriented Stand Board Rim Board W/31=23 No Yes NIA NIA a TLIS M118 t6 ga. miss ix medorplales 121312024 Yes Yes N/A NJA 7 TL20. M720 20 ga. bass cannedor yetis 121312024 Yea Yes NIA WA March 6, 2023 <U 0 N M N C U .� 0 0 Q 0 L = cia 0 O ch c70 O O iiiO ^' W 0Cu .4-0 U O .Ln Cn -0^ W L- E .4., O i -0 aC a./ / 0 4 z z W J 1 N `� F o N ��e ' ` z' -C7 I Lam, " ( ` �_ O u r-, R , - Q3 r J L;,.' A,. L __ G i de 2 O_ O t.= L' = O _= ._ U .= ro N Q., -0 Y I-) Q) d, CC = I= .2 Cal. do a - = E M O d 5 M L (1) Era,....., z Cn � co cu > O 0 0- L. fJ O W L) M W O La LL1 2 C C W z ___I z Q J o SHEET NO. PA 1.1 .#..a N Florida Daparsnw t of BW ness 3 PmftsWDrtW Peguladon %p l of 2 Florida Deparhnerrt of Business 3 Pm*mmional Fisgtdlall- Paw i all Rolida Dgm,b..m of Buiirss 8 (Proiassiona( Ftaiviatim Pa" 1 m i Rodda Departrnent of BW neas a ftfasQional F pu(adnn Pap 1 all •� Building Codes and SOL1ldarde enanaBs Building Codes and 816114101 1111&= Building Codes end Standards endnoss Building Codes and Standards env= (n C0 � V Product Approval Appikaden DOW Product App o"! 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March 6, 2023 PA 1 ■ i CU N O • Simpson Strop Tie 2020 FBC Approved Products p g- pp Updated l230Q020 � Simpson Strop Tie 2020 FBC Approved Products p g- pp For to SST Wed below CLICK HERE Updated 12302020 � Simpson Strop Tie 2020 FBC Approved Products p g_ Pp Updated 12/30/2020 p Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 �p N 0- 0 _ For drect links to all SST approvals listed below CLICK HERE- direct links all approvals For direct Inks to ell SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below C41C K HERE `V A tLL . additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County For Notice or Acceptance (NOA). CLICK HERE. For additional IMdrmetlon regarding Florida's Statewide Product Approval System and Marti -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval system and Marty -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA). CLICK HERE Cf) FL#2355-R7 FL#10446-RS FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5t8'to 3- 9116" and heights ranging from 4-5116" to 11". Concealed flange U gee # Product Model. Number or Name Product Description ,�fj Product Model. Number or Name Product Description 22"Product Model. Number or Name Product Description otlon (HUSC) available for models having width equal to or 0 -L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Tien stainless steel masonry screw 1 A21. A23, A33, A34. A35, A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9116" 0 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 Q 3 APB44, APB44R, APV866, AP1366R.. APB88, APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS1& C520, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16' Q FL#8589-R6 APVB44R, APVBW. APVB66R, APV688, APVB88R, APV81010, APVB1010R 4 CSHPiB, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83SDS, LGU5.25-SDS Face -mount hangars (� O _ 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CU O Sep �! Product Model. Number or Name Product Description APVDJT2RB 6 DSP, SSP, TSP SW d to Plate to 15 LUC26Z, LUC2102 Face -mount hangers Q 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HIS. H7Z. His, H165, H16.2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- Q) L_ L 2 SD9112, SD9212; SD10112, SDID212 Strong -Drive SD Connector Screw 6 APL4, APLS, APT4, APTB, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Seam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-1 SMIT' W O Q. 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210L APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGL17.00-SDS Face -mount hangers Co 42 - 4 SDCF22434. SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2.2SDS3, HSS2.3SDS3: HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- /, V ! Q SDCF221134, SDCF221334. SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3 HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" tic 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26 MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS018KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/18" and heights ranging from 3-tti 6" to 13-314". 7 SDS25112. S0825134, SDS25200, SDS25212, SOS25300, SDS25312, SDS2541 2, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LETA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SOS25600, SDS25WO 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SOS2530OSS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2 5T, H8, H10A-2, Hl OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" 0 11-114" 17 16 HCJTZ HH4; HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60; MST72 Medium Girder Tiedown Straight Straps FL310007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTAl2, MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FLIM0667-R6 20 1.30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model- Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4803, MSTC68133 Pre -Bent Straps y4gy Product Model. Number or Name Product Description 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewabie Angles 24 MSTI26, MST136, MST148, MSTIBO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATU09-2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30', 3 BP318-2, BP1/2, BP112-3: BP518-2, BP518-3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ261.2, LSSJ26RZ, LSSJ2%2. LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2xl 0-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in vwdths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1t2, CNW518, CNW314, CNW518-112, CNW3/4-518 Coupler Nuts 25 LSSR1 81, LSSR21, LSSR2 37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable Siopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall &acing 113" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD55, CTUD66, CTUD75. CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in vwdths ranging from 1-1 /2" to 3- CTUD98. CTUD99 27 ML23Z, ML24Z, ML262, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24" 6 N3, W. 1,15, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5.. RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/6" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18.. ST22, ST292, ST2122, ST2115, ST2215. ST8215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-V7. 10 URS3 3/6" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, T627, TWO, T636, TB42, TB48. TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in wdths ranging from 3-618" to 7- 11 URS4 il2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWS12, TWB14 Wall Bracing 1/4" and heights ranging from 11 AM` to 37' 12 URSS 5/8" Uplift Rod Run Tiedovm System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-1/4" to 5-7f8" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB106C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- IfB" and heights ranging from 11"to 32' FL#10441-R6 FL#10531-RS 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" lied >I% Product Model- Number or Name Product Description sad X Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to &7l6" 1 OTT2 Hold-down sag #fit Product Model, Number or Name Product Description 1 CSH2.37x5 5, CBH2 37x7 63, CB1-12-374.75 Concealed hangars and heights ranging from 10-117' to 28". 2 HDC1014, HDC10t22 Hold-down 1 AHEP Adjustable lap -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDO8, HH0011, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSCSRSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9/18" and heights 7/8" and heights ranging from 7-1tZ'to 37' 4 HOW, HDU4, HDU5, HOU8, HDU 11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81. HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8 LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRC5.25f3.25, HHRC5.37r3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in vwdths ranging from 2-5115'to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518' to 7- 9118" and heights ranging from 18" to 26' 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRCl Sl, HRC22 Hp Ridge Connector $18" and heights ranging from 5-5116" t0 12-7/8". 14 HUCTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5 62-SDS, HHGU7 00-SDS, HHGU725SDS, Face -mount hangers 3-9116' and heights ranging from S-V8" to 13-1/8" 1D PAI18, PA123. PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDI0RJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUW, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15" Concealed flange 12 STHDl4. STHDI4RJ Strap -style hold -dawn 10 TC24, TC26, TC28 Truss Clip HHUS7 25110 version CHUCTF) available for all models having width equal to or p 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422 THA426. THA422-2, THA426-2 IM" to 5-18" and heghts ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- "`� ; ,a"4` > W 12 THA11.81/22, THAl2.06f22. THAl2.1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1f8" and heights ranging from 5.318" to 28" tN C3 13 THAL422, THAR422 Skewed Truss Hanger 9 double 2X and 4X models, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- C_J 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU2B-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 3Z' ro r a C 15 THJM2-4-SDS3, THJM2-5-SDS3. THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from I-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3 C%4 a: c ti 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.1/4"- Concealed flange 518" and heights ranging from 9-1/8" to 16' ® cc N _ 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights i d C-; 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 53/8" to 7.114" Q au w 10 HUC01 6119-SDS, HUCO1.81111-SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights a- ; - SDS, HUC0410-SDS, HUC0412-SDS, HUC0525f9-SDS, HUCQ5.25111-SDS, HUCQ610- ranging from 9-3fIS" to 13-118" c _ SDS, HUC0612-SDS ' v � y � 7 C)r- ,� • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 .4 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r&Z2o • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST aprrovals Wed below, CLICK HER .-, , .- For direct finks to all SST approvals Wed below, CLICK HERE. --, , . For direct Inks to all SST approvals Wed below, CLICK HERE. ® For direct Inks to of SST approvals Wed belch, CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Marti -Dade Canty Notice of Acceptance (NOA), CLICK HERE. For additional informabon regarding Florida's Statewide Product Approval System and Mum -Dade County Notice of Acceptance (NOA), CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mom-Dede County Notice of Acceptance (NOA), CLICK HER For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA}, c ii�K HFRE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FILM 1468-R5 18 SLBV1.56, SILBV1.81, VLBV2.06, SILBV2.37, S/LBV2.56, S/LBV2.68. S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3lit" to 15-118". S/LBV3.56. S1LBV3.62. SlLBV4.06. S/LBV4.12, S/LBV428, S1LBV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2-6SS) Strong-0oft 2 Wedge Anchor for concrete available in carbon 22 L13AZ series hangers Top flange hangers available in width of 1.9/16" and heights §W Product Model. Number or Name Product Deserlptlon 19 S1LTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 93116" to 13-IM" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SNST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in vwdths ranging from 3-1/4" to 6- 2 HRS6. HRSB. HRS12 Strap Ties 21 SP4, SP6 Stud Pirate Ties avalable with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1t2' 3 HUCQ210-2-SDS, HUCQ210-3.SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head incarbon steel and 24 MEG5, MEG7 sores hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGI32, THG83, THGBH2, THGBH3: THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-lt2' 5 THG02-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete liar, and heights ranging from 9-1/4" to 24" THD50234RH, THD1O212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8" FL#11473-115 FL#15904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9115' 0 7- yRW Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG. CCTQM5.50-SDSG, CCCQMG 62SOSG.. CCCOM4.62-SDSG, Sea # Product Model- Num bar or Name Product Description 3 His, H16S, H18-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3-62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Per Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-Kr, ECCLROMD4,62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry ¢gg,� Product Model. Number or Name Produet Desepotion 6 7 HGAM10, HM9 HHETAI6, HHETA20, HHETA24, HHETAQ Masonry retrofit connectors Heavy Embedded Truss Anchor KT, ECCLRQMD5.50G-KT� 4 Strong -Bolt 2 (ST82) Strong -Soft 2 Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R. ABA66, ABA66R Adjustable Post Base 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HG UM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Tien 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46 ABU46R, ABU5-5.. ABU5.6 ABU65, ABU66, ABU6611, ABU86, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 4 LGUM2&2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM28-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Tien HD (THD-H4SS, THD-H6SS, THD-CS6SS) Then HD Heavy -Duty Screw Anchor forconcrete available in 304 ABU88R, ABU1010. ABU101OR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46. LGUM48 LGUM410 or 316 stainless steelwidn hex head, and 316 stainless steel with 3 ABW44Z: ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3l2fl1.25, MSHA3.5617 25, MBHA3.5619.25, MBHA3.56fl1.25. Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, AC6, ACOR, ACE6 Post Cap I MSTAM24, MSTAM36, MSTCM40, MSTCM60 Step Tie for Masonry MBHA3.66/11 88, MBHA3 56l14, MSHA3.56/16, MBHA3.56I18, MBHA5.50/7.25, 7 Titen Turbo (TNT) Tken Turbo Screw Anchor for concrete or masonry 5 SC4, BC46, BC4R, BC6, BC6R, BC8, BCS2.214, BC52-3t6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11 25, MEHA5.50/11.88, MBHA5.50114, MBHA5 50t16, 6 CB44, C646, C848; C868, CB88 Embedded Column Base MSHA5.50118 7 CB5044-SDS2, CBSO46-SDS2 CBSQ6&SDS2, CBSO85-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56J11.25, MBHU3.56111,88, MBHU3.56i14. MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolded column caps with W1 ranging from 3-1/4" to 9.112" and FL#11496-RS M131HU3.56/18, MBHU5.50M.25, MBHU5.5W 1.25, MBHU5.50111.88. M6HU5.50/14, W2 ranging from 3.518" to 7-112" MSHU5.50/16, MSHU5,50118 aW Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9.1/2' and Alai Product Model. Number or Neme Product Description 1 X34BI016-SK, X1S1016, X1 B1016.4K XQ1 SI016, XQ161018-4K #10-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.518" to 7-112" 1 DTTI Z Deck Tension Tie Drill Point ^ CL 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 H012: HD19 HD313. Bolted Holdowne Boiled Holdowns FL#13975-R6 2 XLQ114T1224, XLQi 1481224-2K 412-24 Strong -Drive XL Large -Head Metal SaK-Drilling, Tapping 0_ 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD5B, HD76. HD96 Screws with #6 Drill Poim and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K V12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SOW22438, SDW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 XQ114S1224, X011487 224-2.5 X114S1224, X0112S1224. X0112131224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with fly L 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450 SDWC1S600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, PB66, P866R Embedded Post Base FL#13628-R5 3 SDWH19300D6, SDWHl0400DS, SDWH19600D6, SDWH198OOD6, SDWH191000D8 Strong -Drive SDWH TIMBER-HEXScrew 5 XU34SI016. XU3481016-5K #10-16 Strong-Dnve XU Metal Self -Dolling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base Sea Model- Description 4 SDWH274000. SDWH275000, SDWH278000, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 16 PBV6, PBV10 Round Post Base # Product Number or Name Product 5 SDWS16212, SOWS16300, SOWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16. PC46-18, PC48-16. PC64-16, PC68-16. EPC44-16. EPC46-16, EPC48-16, Post Cap 1 SB5t8x24, SB7Bx24, S81 x30 SB Anchor Bolts 6 SDWS196e0, SDWS79712, SDWS22400,SDWS225DO.SDWS22512, SDWS22600, Strong -Drive SDWS TIMBER Screw(Intenor Grade) O EPC64-16, EPC86-18 2 SSTB16, SST820 SSTB24, SST828, SSTB34, SSTB36, SST816L, SSTB2OL, SSTS241.. SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO L� 20 PC4Z: PC4R7, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCSZ, EPC6RZ. EPC84 Post Cap SSTB28L 7 SDWS2230008. SOWS2240ODBL SOWS225COD8.. SDWS22MDD0, SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000D8 SA # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44.6Z Post Base 8 SDWS22312DB8, SOWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSC846, DSSC848, DSHS Bypass Framing Drift Strut Connector ^' 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS2780oSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FC6411.5 Bypass Framing Foxed -Clip Connector W'^ SDWS2710ODSS, SDWS2712DOSS 3 FPHS034S1016, FPHSD3461016, FPHS03461015-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- V, Seg X Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34812145K Drilling, Tapping Screws ICU FL#10866-115 1 CMST12, CMST14, CMSTC16, CS14, CS16, CS18, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6-25, SFC2.25. SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8. HRS12. FHA6, FHA9, FHAl2, FHA18. FHA24., FHA30, MST126, MSTI36, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Sleet Stud Connectors Ay,jf Product Modal. Numberor Name Product Description MSTI48, MSTSO, MSTI72, S/MST27, SIMST37, VMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15383-R3 6 RCKW3, RCKW3.5, RCKW7 5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LS7I73, MSTA9, MSTA12, MSTA15, MSTA18: MSTA21, MSTA24 Straps 43 mil (18 9a) 7 SCB43.5, SCB45.5, SCB47.5, SCS49.5. SCS411 5, MSC845.5, MSCS47 5 Bypass Framing Slide -Clip Connector n 3 GH46-6. GH4&& GH48-6, GH48-8, GH410-6, GH410-8. GH66-6, GH66-8, GH68-6, 01-168- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, B72115, ST2215 Straps 33 mil (20 go) §W Product Model, Number or Name Product Descrlotlon 8 SCS32-5197, SCS62.5197. SCS62-51118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH325, MSUBH3.25 Bridging Connector 1 AS 18, AS ISS5; AS 1858 16 ga. Truss Plates 9 SCW3,25, SCW5-5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB58, GLB5C, GLB50, GLB7A, GLB78, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC825, SJC10.25, MSJC8.25. MSJC10.25 Steel Joist Connectors 5 GLBT512: GBLT812, GLST518, GBLT616, GLSTS20, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, STU, ST12, STt& ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping O (v 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78; ST6236 Straps 68 mil (14 ga) Screws L L 8 UFP10-SD83 Universal Foundation Plate 11 MTS12, MTS16, MTS18. MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016, XQ1B1016-4K, XQIS1214. XQ181214-3.5K, X078S1224, X07BB1224-3K, 410-18, 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Pirate 12 SI61.56, SJB1.81, S/62.06, S1B2.37, S62 56, SIB2.66, 81133.12, 5183.56, 5/83.62, SIB4.06, Top Flange Joist Hangers FLM07W-R4 X0114S1224, XQ1I4B1224-2.5K, XQ112SI224, XQ11281224-2K X34131016-5K, Tapping Screws S1134.12, S/6428, S041.75, S/B5.50 X1SI010. XI61011 X1S1214, X1B1214-3SK 13 SBA2.12/8, SIBA2.12/10, S/BA2.12212, SlBA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SBA4.18112, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete ZS. 14 SJH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPGW-50, GW-76. GWA 00, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, S/HD88, S/HDIOS, S/H0108, SIHDISS, S/HD158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SJHDU4, S/HDU6, S1HDU9. SIHDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SJCT, S7HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete 0- SHEET NO. March 6, 2023 PA 1.3 MIAMklaXW-DADS COi-Nn QXAW PRODUCTCOYTROL SECTION 1180 SW 26 street. Room 208 DEPARTMENTOF REGULATORFAN'DECO-iO3rIC RESOURCES MM) Mimi Florida 33173-2474 BOARD T(786)315-2390 F(7-W)315-2399 NOTICE OF ACCEPTANCE (NOA) wwwMiamidade_t®vdecopo ty PGT Industries, Inc, 1070 Technology Drive. North Venice. II.3427. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constturtionmaterials_ The documentation submitted has been reviewed and accepted by Miami -Dade Coutz#vRER -Product Control Section to be used m Miami Deck Comity avid other areas where allcm ed by the Authority Having Julri-Action (AI IJ). This NOA shall not be valid ai er the expiration date statedbe low- The Mitami-Dade County Product Control Sec thin (in .,Nfiauu Dade County) and'orthe AHJ (in areas other thanMiaruiDade County) reserve the right to have this product or material tested for quality assvranceputposm- If this product or material fails to perform in the accepted mariner, the to anufacturer will incur the expense of such to sting and the AH7 tmay immediately revoke. mo di fy, 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 Nhami-Dade County Product Cool Section that this product or material fa ils to meet the reqummients of the applicable building code_ This product is approved as describedhesein and has been designed to comply w ith the Florida Building Code. including the High Velocity Hurricane Zone DESCRIPTION: Series "557W2770" Vinyl Sliding Glass Door (Reinforced) w; u o 900 & 1359 canners-L M.I. APPROVAL DOCU.&EEENI': Drawing No.'-N D-5570.0 RevB. titled "V tayl Sliding Glass Door NOS, (Ln". reels i through 21 of21. preparedb'ymamdacturer. dated 10;05.15 and last revised on 02,'011-21, signed and sealed by A. LyTniMiller. P-E.. bearing the Miami -Dade CountyFroduct Control Revision ,tamp with the Notice of Acceptance number and expuVion date by the ?a•Fiami-Dade County Product Control Section MISSILE h PACT RATLN G: Large and Segall Missile Impact Resistant Lisnita tions: 1. See table 1 (sheet .:7) and table 2 (sheet D for apphcable SGD unit sixes. destp pressures_ reinforcements types_ glass types. sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thru 16_ Rigid White nTC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requtiremews_ 3 . Egress operable doors must comply with min clear wnndth or height per FBC requirement_ as applicable. 4. Pocket walls under separate approval. to be re�.zewed by Building official LABELING. Each unit shall bear a pennament label with the manufacturer's name or logo. city. state and series and following statement: "Ivfmm-Dade County Product Contirol Apptroved",noted herein R -NEzc :U of this NOA shall be considered after a renewal application has been filed and there has beenno change m tine applicable building code negatively affecting the performance ofthis product- TERSUN ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. use, an&or nranufactaure of the product or process. ;;'misuse of this NOA as an endorsement of airy product, for sales, advertising or anyotherpurposes %hail automatic aliyterminate this NOA. Failure to complyni& atry section of this N0 shall be cause for termination and removal of NOA. -ADN'ERTISE_'IfENT: The NOAnumber preceded by the words Miami -Dade County. Florida, and follc%ed by the expiration date maybe displayed in ad`w- Using literature. If any pottion of the NOA is displayed, then it shall be done in its entirety. LN ST'ECTION: A copy of this entire NO A .shall bepro tided to the usu- by the mamtfactuser or its distributors and shall be available for inspection at thelob site at the request of the Building Official. This NOA revises & renev s NOA 920-0429.05 and consists of this page 1 and evidence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned absne. The submitted documentation arcs reviewed by Ishaq L Chanda, P.E. NOA Ivo. 21 O'05.03 MAN lfic$=w Expiration Datet April 1.6 2026 • '� j .ar= j . `_ l.n Js Approval Date:0.larch 'a, 2021 Past 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. E,%idence Submitted under previous submittal A. DRAWINGS 1. Drawing No. AID-55 70.0 Rev B. titled -Vinyl Sliding Glass Door NOA (LMY-. sheets 1 through 21 of'21, prepared by manufacturer. dated 10,05 15 and last revised on 04,22,20, signed and sealed by A. Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC_ TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS '203-94 along with narked -up drawings and installation diagram of all PGT industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsi1983 silicones. prepared by Fenestration Testing Laboratory. Inc-, Test Reports No.: FTL ?897, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09103 14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT C A740 Alum Outsw ing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT Y% 7620 A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW762OA Aluminum Fixed Window (unit 10 in proposal) dated 0T I3+20. all signed and sealed by Idalrmis Ortega. P-E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, con431ving with FBC 71 Edition (2020), dated 04,22120- prepared by manufacturer: signed and sealed by Anthony Lynn 11Mer, P_E 2. Glazing complies with ASTIi E 1300-04, -09, -12 and -16. D. QUALITY ASSITRANCE I4liami-Dade Department of Regulatory .and Economic Resources (RER). E. AL TERLAL CERTMCATIONS 1_ Notice of Acceptance No_ 19-0305.02 issued toIturarar America. Inc. for their "Tr osifol& Ultrackar, Clear, and Color PiB Glass Interiay'ers-". expiring on OT08,24. 2. Notice of Acceptance No.17-0803.02 issued to ICuraray America. Inc. for their "Sentii.Giast (Clear and WWte) Ghss Interlaver gifting on 0T'04i23. 3. Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for R-indows and Doors". expiring on 09 30+24. 4. Notice of Acceptance No-18-1106.11 issued to Vision Extrusions Limited for their series "t'E 1000 Tarr 202 and tighter• shades ('pion-N%like) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 1229211 f Isltaq I. Chanda, P.E.. Product Control Unit Supervisor NOA ti0.:1-0205,03 Expiration Date: April 14, 2026 Approval Date: 1farch 25, 2021 E -i PGT industries. Inc. NOTICE OF ACCEPTANCE: EN7WENCE S1B_IIITTED 1. E`-idence submitted under precious -NOA A. DRAWINGS GS 1. Manurfactuurees die drawings and sections. (Sub»rifted tinder -N70 .Vo. 11-0107 04) ?. Drawing No. AID S:s70.0, titled '-Vinyl Sliding Glass Dolor NOA (1241)", sheets 1 through 21 of 2 L prepared by manufacturer, dated M105115. with revision A dated 04.r05,17, signed and sealed by A. Lynn Miller_ RE. B. TESTS 1- Test report on 1) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 2) Large Missile Impact Test perFBC, TAS 201-94 3) Cyclic Wwd Pressure Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram oftinnyl sliding glass door, prepared by Fenestration Testing Lab, Inc._ Test Report No_ FTL 8717, dated 11110715. signed and sealed by Idahuis Ortega. P. E. (Test report revisers on 02,11516 and 02 24+16) 2. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94_ 4) Large Missile impact Test per FBC, TAS 201-94 5) Cyclic V>i+'ind. Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC, TAS 202-94 along with marked up drawings and msttallation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.- Test Report No. FTL 8546. dated 11 06115_ signed and sealed by Idahnis Ortega, P.. E_ (Test report revised on 01 e0446 and 0.2 11:'2016) 3. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC_ TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab, Inc._ Test Report No. FTL 8547. dated 12. Q4;'1 }_ signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 011546) 4. Test report on 1) Air infiltration Test, per FBC. TAS 207-94 2) Uniform Static Air Pressure Test. per FBC_ TAS 202-0 3) Water Resistance Test. per FBC. TAS 202-94 4) Lame Missile Impact Test per FBC_ Z4.S 201-94 5) Cyclic Rind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test: per FBC, TAS 202-94 along with marked -up drawings and installation diagram ofvinyl sliding glass door_ prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548. dated 12.04,: 15_ sued and sealed by Idalmis Ortega, P. E. (Test report revised on OL04+46 and 011116). i I.1►aq L Cltanda, P.E. Product Control Fait Supervisor NOA -No. 21-0201 Expiration Date: April 14, 2026 Approval Date: March 25, 202I E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB MUTED E. XLXTERLAL CERTIFICATIONS (continue) 5. Qtuanex Part Sulzer Snacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-inI hr.-S=-°F, ASTM F i249'U('VTR Pass. ASTM D3985 Oxygen --Pass, AS LM E 190I.G_DurabilityNo Fog -Pass. (Submitted underpre'tions N0A: 6.15-0409.05) 6, Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -in' hr_ ft=-'F, AST, F 1249 1 iN'TR-Pass. ASTM D 1434 Argon Per+eance-Pass. ASTM E 21,39 I.G_ Durability -No Fog. ASTM E 546 Dew Point Development -_'0°F in 48 hrs. (Subin ined under A'D_4 Yo. 15- 409.45). 7_ Vision Extrusions_ Ltd_ Parts complying with PVC-A.AIN[A 303-13. Vohintary Specification for Rigid Polyvinyl Chloride (PV C) Exterior Profiles for Vision Extrusions, Ltd. VEX-1 by A.AMA Fenestration Exterior Profile Certification Program (Submitted node r N'O.4 No. 1)- 0409. l5) 8_ Vision Extrusions_ Ltd- Parts complying with PVC -AAh1.A 303-13- (.Subm fled under VO-4 Xe. 15-1469 05) 9_ PVC AAMA 303-13, Voluntary Specification for Rigid Poly \ inyi Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd_-VEX-1 by LANLA Fenestration Exterior Profile Certification Program_ 10_ Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solution. USA. Inc. for their --Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Dooms', expiring on 02.04.21. 11. Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution, USA, Inc- for their series --White Rigid PVC Exterior Extrusions for'"'meows and Doors'__. expuulg on 02,"?8 23_ 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA_ Inc_ for their `Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors expiring on 04.4625. F. STATEMENTS 1. Statement letter of conformance to FBC 71 Edition (2020), dated 04. 22-20. issued by manufactim. signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 04,18.20. signed and sealed by Anthony Lynn Miller: P.E. 3. Private Labeling Agreement document between PGT. dated 03,30115 and signed b_y all involved parties. G. OTHERS 1. This NOA rei-ises N OA# 17-0420.06 (PVT w CGI) and updates to FBC-2020 (71kEdition), expiring 04+21,21- 2_ RER Test proposals #19-1155 dated O L 10 "20 approved by Ishaq I_ Cinanda_ P_E. expiring 041'14,21. Ishaq 1. Cbanda. P.E. Product Control Unit Supensor ' 0A No. 21-0205.03 Expiration Date: April 14.2026 Approval Date. '_kiarch 25.2021 E -5 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE S113AffITED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 3) Water Resistance Test_ per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test. per FBC_ TAS 202-94 along %ithmarkedup drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8549, dated 11,106.4 5. signed and sealed by Idalmis Ortega. P. E. (Test report revised on 11,104?15 and 0_'11r16) 6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked. up drawings and msisilation diagram of vinyl sliding glass door_ prepared by Fenestration Testing Lab. Inc.., Test Report No. FTL 8552. dated 110415- signed and sealed by Idalinis Ortega, P. E. (Test report revised on 02.15.2016) 7. Test report on 1) Unifornm Static Air Pressure Test. per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Press= Loading per FBC_ TAS 203-94 along u,-ith marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc., Test report No. FTL 6639 (samples A-1 thru A-22). dated 11,192,10, signed and sealed by Jorge A. Causo, P. E. lSubndffed under.IVOA N& 11- 010 04) 8 Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 2) Uniforms Static Air Pressure Test. per FBC. TAS 202-94 3) 'Water Resistance Test_ per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC_ TAS 202-94 along with marked up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 6337 (samples A-1 thru A-5), dated li,06,,10, signed and sealed by Jorge A. Causo. P. E. (.Submitted under N'0.4 -o.11- 010? 09) C. CALCULATIO?NS I- Anchor verification calcu. ations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12.09-45anei Last reuised on 02/15: ld. signed and sealed by Anthony L. Ibpiller, P.E. (Subniiffed un der _ 0---i Ve.15-1210.01). 2. Glazing complies with ASTIv E-1300-09- I r Ishaq I, C'handa, F.E. Product Control Lait Supervisor NOA ho. 21-020+.03 Expiration Date: April ld, 2026 :approval Date: March 25, :0:1 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SL BM11TED 3. New E`-idence Submitted A. DRAAVINGS 1. Drawino No- AID-5570.0 Rev B. titled -Vinyl Sliding Glass DoorNOA (LMY. sheets 1 through 21 of21-prepared by manufacturer. dated 10 a051l5 and last revised on 0101221_ signed and sealed by A- Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1_ None- D. QUALITY ASKILANCE L Miami -Dade Department of Regulatory and Economic Resources (RER). E. IIATERLXL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc, for their "Trosifol'g Ultractear, Clear, and Color Pti-B Glass Interlayers expiring on 07,08+24. 2- Notice of Acceptance No-17-0808.02 issued to Iurarac America, Inc. for their "Senti-yGlas* (Clear and White) Glass Interlayers", expiring on 07/04 23_ 3_ Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their' Brown Coated (Painted or Laminated) White Rigid PVC: Exterior Extrusions for Windows .and Doors'-_ , expiring on 09 30?24. 4- Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "1B 1000 Tan 202 and lighter shades (':lion-111 te) Rigid Cellular PVC Exterior Extrusions for Windows and Door expiring on 12 29�21. F. STATE-AIENTS 1_ Statement letter of conformance to FBC 7o Edition (2020), dated 02t01,21_ issued by maanufachuer:. signed and sealed by Anthony Linn Miller. P-E. 2_ Private Labeling Agreement dated 03:108,21 between PGT Industries, Inc. and CGI lVindows and Doors Inc.. signed by Dean N1 Ruark, P.E., V.P. Engineering. on behalf of both companies- G. OTHERS 1_ This NOA revlses & renews NO0 20-0439.05 (PLA w,'CGI), expiring 04.14216. 2. The current associated PL A CGI file #21-0205,01, expiring 04.44,•26. E -6 Ishaq I. Cbanda. P.E. Product Control Unit Supervisor N1oA No. 21-020s.03 Expiration Dace: April 14.2016 :approval Datc:'_ldarch 25120:1 PGT Industries, Luc.. NOTICE OF ACCEPTANCE: EVIDENCE SUB3ffITE.D D. QUALIT`1' ASSV&XNTCE 1. Miami Dade Department of Regulatory and Economic Resources (R.ER)_ E.-11ATERLAI. CERTMCATIONS 1. Notice of Acceptance No. I5-0528.14 issued to Vision Extrusion Limited for their 'li7tite Rigid PA'C Exterior Extrusions for R i ndows and Doors". dated 08.4345. expiring on 09130119. 2. Notice of Acceptance No.16-0920,08 issued to Vision F_x1r asi+on Limited for their 17E 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Door" dated 11108'16. expiring on 12+29;21. 3- Notice of Acceptance No.15-0528.15 issued to Vision F-vtrvsion Limited for their '-Brawn Coated (Painted or Laminated) Flute Rigid PA-C Exterior Extrusions for 3t indows and Door- dated 08r13/15. expiring on 09-30/19_ 4- Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "T.A.N 3040 and Lighter Shades (Non-A%lrite) Rol PVC Exterior Extrusions for Windows and Doors" dated 0915 16, expiring on 01104121. 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 094546, expiring on 04/16.20. 6- Notice of Acceptance No-16-071Z.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08110+' 17, expiring on 01'28i 18. 7. Test reports No(s). 10-002-792(A), 10-064I'+r10527. 535 753-09. per ASTMS-84. ASTMD 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic composite material- (SubnthYed under X04 Xo.11-010 04) 8- Notice of Acceptance No. 14-0916. 11 issued to Ruraray America.. Inc. for their "Sean-yGlass (Clear and INUe) InterlaceC. expiring on07+04I18. 9. Notice of Acceptance No.16-1117.01 issued to Ruraray America. Inc- for their "L a►sifol 171traclear. Clear and Color PVB Interlayers '. expiring on OT08t19. F. STATENiEINTS 1_ Statenvtnt letter of conformance with FBC-StrEdition (2014) and FBC-0 Edition (2017), issued by manufacturer. dated 0& 14.17- sighed & sealed by Lyrnn 14iiller. P.E._ 2_ Statement letter of no financial interest. dated 04,18r17. issued by ratnifactui-er. signed & sealed by Lynn Miller. P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387. dated 05;05,`17. signed by Ishaq Ckanda- P.E. t t1.1 1. Notice of Acceptance No.15-1210.01- issued to PGT Industries. for their Series 5570n?70" Vinyl Shding Glass Door (Reinforced)-L.A11". expiring on 041* 21. I � Ishaq L C'h:tada, P.E. Product Control Unit Supervisor TNOA _No. 21-0205.03 Expiration Date: April 14, 2026 Approra l Date: Afarch 25, 21021 1-3 Qi Qi L O- U CU Q 0 O .� CU U -0 CU a =3 ca 0 CU Cn N 0 O Q0IL cis 0 -0 CU 0 > .Cn ccnu E 0 0 .C-:)Q Q Z Z W J � � C O cam. ` ZS 3�- s - [. N Z7 J Cv, L r ¢f v C C= ` rm s .T d > L a Cn C6 O CZ Q U 0 CD CU Cn Q CL CU w Z Z a J tZ SHEET NO. PA 1 A March 6, 2023 ll'I'1 11 i!i l l 'll Il nip l "I Jnel 1'1 'l_ 1—I I _ _ I _ _ I 1 11 f L — —H — ! L L _ I + i N MIAM1•D1ADE MIAMI-DADE COUNTY O -a (1) Q O O ►-AaW1<W PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1) !-L L CU DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 - �� �' BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U 4,- NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 L_ O O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O O 0O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of = — 11._ prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. „ 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12 " O � `+'— j O "a SCOPE: "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables ", sheets 1 through 3 of 3, prepared by „ „ „ LT4612, titled Cast -Crete 4 ", 6 & I2" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all • — E O O L N L— This NOA is being issued under the applicable rules and regulations governing the use of construction materials. CraigParrino, P.E., dated March 24, 2003, last revision #1 dated April 28. 2003 both p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. O 3 CL � O. The documentation submitted has been reviewed and accepted by Miam i-Dade County RER- Product Control drawings .signed and sealed by Craig Parrino, P.E. revision dated March 11, 200$, all signed and sealed by Craig Parrino, P.E., on (p �+— .[+ ~ 07 Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS '� (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control unfilled Models, total of (13) concrete lintel specimens, perASTME-S29-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher .4. Haman, P_E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed andd sealed b by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 0S/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting. Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino P.E., dated March 24 2003 and DrawingNo. LT4612, titled Cast -Crete 4", 6 & 12" prepared y 1= > 2002• 1. Letter from Cast -Crete Corporation, dated February03, 2012, signed and sealed Parrino, P.E., certifyingcompliance with the Florida Building Code, 2014 Edition. p g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables'; sheets 1 through 3 o 3, prepared b f g f p p y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources RER y �' p f Si+ '�' (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- \, —. shall be available for inspection at the job site at the request of the Building Official 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. -- N ._. his NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and TdL C= � � W E-5 as well as approval document mentioned above.' The submitted documentation was reviewed b Helm A. Makar, P.E. M.S. y y elmy A. Makar, P.E., M.S. Product Control Section Supervisor P elmy A. Makar, P.E., M.S. Product Control Section Supervisor lelmy A. Makar, P.E., M.S. _ � C .-- %l htrAMle CoutvTY t7 e. ;`� ��C./ NOA No. 20-0630.15 j7 ExJAPPROVED1piration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Product Control Section Supervisor NOA No. 20-0630.15 ,� Q y a N Expiration Date: 09/11/2023 — Q; 08 1201 Za 2 6 Approval Date: 08/20/2020 / Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 d _ " Pagel E-1 E-2 E-3 C, .. C E. � r Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER U) 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 0_ LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 0_ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion for a name change. O i w (�-/flelmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/I1/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —r E-4 E-5 d SHEET NO. March 6, 2023 PA 1.5 1-- I__! 1 LI I - - I I 1_ In I ! I I _ I I I I ' i M1FI1111'- � - - I _i -L _- I - - 1 ' I I 1_ Aloe . PRODUCTLV.AL.UATION REPOR71No. 204rn.Dl 2 LUAU REPORT NO, 20472M,01 3 1 L ECC> In,c- 1 L ECO UVc_ TiLLIT TESTING 6i ENGINEERING COMPANY 22>-LEST REPORTS: S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: TILLIT TESTING & ENGINEERING COMPANY - _ __ Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on wATTFR a. TTLtrr, IR., P-E. ?l ,L �WaBol.tnm YL PP.L=r6Ut]CoM 201, 203 as per section 1626 of the Florida Building Code- Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D. , drawin ) 9 µ �1rE1�A. TILLIT, rR r.> IIIt a' PRODUCT EVALUATION REPORT P1.�r` °No 441� FtcILW-nPN,I M1fW-l9 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of I6,:.A.LKW,M ND. }7U6'19 Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996, 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, REPORT NO•: 20-0727.02 P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS -Of -USE- DATE: July 27, 2020 0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada, REPORT NO.: 20-0720.01 P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, aD2o Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. red b Tilteco, Inc. and signed and sealed Walter A. Tillit, Jr„ P.E. P� Y 19 by PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PRODUCT SUB CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULAZjONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Producti-LLC MANUFACTURER: ProduEda LLC length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and 4800 S.W. 51 Street GlnbaLEM1091:lon section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, wood frame structures. Davie, Florida 33314 4800 S.W. 51 Street dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E. Davie, Florida33314 1 PURPOSE OF EVALUATION: 3 MISSILE IMPACT RESISTANCE; Product Evaluation Report prepared by Walter A. Tillit, Jr-, P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by WaUerA. TiIIIt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: y, `,.0""� N-F7111/ph'T 51 G20-3, Method 1 D of the Florida Department of Business and P Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind .`.�P • ��CENSF ,✓'p v This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15• - ' *lp 44167 S This product is being issued an Evaluation Report as described herein, and has been for compliance an accordance with the Seventh of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -_ r°� - - r # '. _-'* ''�' been verified for Compliance in accordance with the 2020 Seventh Edition of the iEdition a Build to Florida Building Code, and to verify that the product is for the purpose intended Is purpose 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, / ,_ _ , ` ,,q:• STATE OF •cc 1 Florida Building Code, and to verify that the product is for the purpose intended at least equivalent that q required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), , 9 • �I. s s p-.-O—� Ir .... at least equivalent to that required by the Code. drawing No. 20.176. c I .... .: This Product Evaluation Report shall be subject to review and revision in case of INSTALLATION: ra`S,„�ONAL �aG` U0 This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 5 NNn11111 a Building Code charge that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED- sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WATLL D-ATT;LLTECO ADMON RECORDS 1 P. E. REPORT.20 R GLORAL PROTECTION PRODUCTS, LLC L 20 GAGE 2. EVIDENCE SUBMITTED: ° 2.1. PRODUCT EVALUATION (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANED ORWOSM1781 REPORT 920-0726LOI Drawing No. 20-176, tired GAGEDOCUGNT_IP.E�d.1: GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document 2.1. PRt�UCT EVALUATION DOCUMENT (�E ,D,}; sheets 1 thru 26 of are"20 prepared by TifThiseco, Inc.; signed and sealed by Wetter A. (P.E.D.), drawing No. 2D-176. Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', to Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral partlQl>;I�htis�`F sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Evaluation Report. A: r�4�/1�v4 ,,A0iti1uUnlafla tiR A, r��C//�'A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an into �a11p iWKrjjjls Evaluation Report. `, I A. ��1(fp'''•., `pNP�'��Q � V10ENgF•.��% r,� \CENSF'• � ✓9. 'zz - _E�T =�y�: _ y\CEASE-' No. 44167 1 - - �►9167 B `' �'—N'tf. *4167 , - • •- s %per ` F(OPIDP 4Z. _ ! 4--�• STATE OF ,.•'Qzz s,DAE:',, FCO�— R10P,:',0' c STATE OF r rr i AtGRID 6355 N.W. Sloth Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 ��1?9r,$/'. \93�) ',,%ofSS/0 ... , ,I � �� 6355 N.W, 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871s 1 �+1 t.'.... \50�-1531 FII hNI H,IUIN NFt"IIRLIL GENERAL .Ayat,YW: e3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. Sr•• CU OR WOOD BEARDS RF fOUNU ION It MM FOR 90 OME ONLMI� SIm �EYM gYE1S1 JnSTING WAIL MKHORS SF+ALL BE LONG EN000r+ TO RFACI. 'HE MAIN STRUCTURE BEHIND SUCH PANELS ' STORM PANEL SHOWN ON IRIS UCT EVALWtiON DOCUMENT (P CD) HAS BEEN VEWITED FOR COYPLAN(T N ANCHORAGE SHALL IF AS MENTIONED IN 0.1) AMJ IN 6.2) ACCOADANCE WITH THE 7020 (7tn EDIDOIV) OF THE FLORIDA BUILDING CODE FC) TO_LIISIIHri_ECQRU.. LABIL SP;C11FX ' RAM_ : m. 9.35 NIN.. - 1/4'. TAPCON ANCHORS. AS MANUFACTURED BY I1W BUa DEK, INC 'AID OCSICN LOADS DOER NET, PER SECTION 16200E THE ABOVE MENTIONED COPE. - Ott-10 PANELMATE FEMALE IQ AND PANELMATF PLUS ANCTNORS AS MAYJFACrURED ifN ELCO CONST"TION PRODUCTS FOR A WIND S PE LT EO BY THE R C 7- WHEAL THESE RS WILI BE INSTALLED AND FLIT A , '7-16 - 1/t 0 INC SCREWS PER K)NAU CTUk tING AS NOT E TSCE AND $HM. NOT EX A 2Xf W.VINUM (A.$,0) ( I kq s0D N SHEETS ONEClIURE RATINGS SHIN DESIGN PRESSURE RATINGS INDICATED ON SHCEi$ 7 THRU 12. 14, 1'v. '6. 19 b 2U - ]i 16'• + 5/$• WOOD BUSHING. 0.: OISTR+Btl1CG By All POINT SCREW. BOLT $ SPEUNTY CU. T R M T' W P 7- . 1N ORDER C K I'F E A(i0v5 CONOIIION UI TINA k SIGN WIND LOADS DETERMINED PER ASCC I b OF - I `. WM4UY iF+R PA/ N INLET AGOG OF iMCGN ANCHORS I / ' "FACED PENLT q N U .. 0 5 stYA1 BE 1 ] Ni 7' FOR CO P MAI PLUS EL ANC; E L 5 Y 6 IN 1 ' SHALL RE HEST W/ Too, TC D)f OESICN WIND LOADS MULTIPLYING THEME 0 ORCER YJ COMPARE LINE$£ W/ YAX � T 1 MID PANEL TAKE FENK.F ID 4 (As D) DE51GN PAESSURf RATINGS MOICATEC ON SHEETS T ➢ltu t 15. Ib, 19 A 20 f.;) MNWAJ4 THREADED PENETRATION OF LAG SCREW, INTO ME WOOD FRAME UNr SMALL BE 1/2' NO 1'HREN;ED IN ORDER TU VERIR' IW. AM:HORS CAN THIS D E D AS TESTED WERE NOT P20+ `.'TRESSED A 33% NCREASr. IN I OW'ABLE PENETRATION INTO STUCCO SRN- BE CONSIDERED AS PAP' OF THE AEOL,RED THREADED PENETRATION STRESS FOR WWNU LOADS WAS du IASEO IN THEIR ANALMS FASTENERS SPAILLING 10 WOOD HAS REEK DETERMINED ttN KCORGANCE WHH NA. S. 2019. C 3) WI UFU EDGE DISTAWE Or LAG SCREWS. INIfI WOQG SHALL BE AS 1NOCATED IN IS DRAWN(: STORM PANEL'S AOEOUIIV7r FOR AArACT AND W,ND RESISTANCE HAS BEEN VERf1EC IN ACCORDANCE WI SF_-"oN 1626 OF C 4) MI1J'drlW PENCTRATAIN CF WOOD BuSHNG SHALL klF 5/B- I 4 THE ABOVE ME ITCHED COGS AS PER HURRICANE ENGINEERING A TESTING INC REPORTS S6 569. 96-570 A 91I AND / .-20 SCREWS USED SIN.: BE 1 112- LONE 4twMUM FENESTRATION TESTING LAB NC. Ar7=ORT5 G;O 1202 A 02126 . AS PROTOCOLS TAS 201 IAS 207 AND TAS-ZO1 SHOULD STUEXIST AND ,• MIN,MUM r1P WALL'_ IV— NO STUCCO AS WELL AS AUERICAN TEST � OF SUUTH FLORIDA REPORT e02 TV 01 -09, A5 PER TAS 201. TAS 2D7 AHU C S) IN EASE T}•Al F'RECAS $tI)ryC. OR PIPE(" CONCRETE PANELS. TOCCO OR WD00 BOARDS BE F0„ND ON THE EXISTING TAS 703 STANDARDS WALL. ANCHORS SHN, BE LONE ENOUGH t0 REACH If MAI STLICTLIRf BEHIND SUCH PANELS ' -T Y G OTHERWISE 1 H AL ALUMINUM E7,RV51WR5 TO BE fi061 6 AL.O AND TFM CA {UNLESS 0 H_. SE NO FO) SEC SHEET ? ANCHORAGE SIW1 9E AS MEMICwCC W C I C 21 d C 4) 7 ALL ALUMINUM SHEET METH JSED AT C; OSURES SHNI. HAVE 3'D5-HI4 ALLOT (0) ANCHORS Swt BE :NSTALIFTI FryyOVFC IA, -I OF IRE RECD4MFNOATIDM.S AND SPECIFICAITUNS OF THE NR:HGR'S MANUFACTURER A ALL STEEL SHEET NE'At PANELS :HALL HAYF S-R;)GTURAL QUALITY MEL, ASTM A-65! CRADL 50 W4.MUM- l' W 6 PANELS MAY ALSO BE INSTALLED HORIZUT(i FOLLOWING NSTALLATKM DETAILS SHOWN ON SECTION 3 THROI,G 10 ($NETTS 4 GALVANIZED STEEL CE54NATION W//1•- 513 5 HI (AFTER ROLLED) IHR M I T t 1iLAGN 6) i CEP ALAI HEADERS A SHALL NO W It SEP - 5 A,l SCREWS TO BE STAINLESS STEEL 304 OR 316 A9 SERIES OR CORROSION RESISTANT COATED CARBON STLEL AS PER 9 D gull BE THE RESPON-:aBIUTY .;4' THE +`ONIRACrCI± 10 VERI.-7 THE $DUNpNESS OF t�!E SFRVCTIJRE WHERE SHURER S TO BE J ANO 90 I,N rENSILE STRENCN 11 $HALL COMPLY W/ ;IURGA BUILDING COCi CAH Sa018 N 5G Rai Ylfl STR NGM D E ATTACHED iU 4NSURE AWE+ NNCHlJRAGE H,5 >" TTTER c N_ ChIY Bf ATTACHED TO ..OH -BEE. BI.rN.K FNI WDOD iRAMI SEC ION 2 ].J a ER1R.01NG5. b T SIM A- i A'S' 4 s d' 7N T WITH M h, MINIMUM O PF A. 3p7 GALVAM7EEl STEEL. OR 3U fR S 5 Mf55 STEEL, - N 'E�' 1Q CAC" REGULAR STORM PANEL Will, STRENGTH 4• AS -ER SECTIONS 6. 6. 9 A ANC BW, SIREN OVFP 6'-e nIIVE A GI SE LOCO N 7 1ST P i1 A 0 SHEF S 3 6 A RES EC VEI Y_ SwV l HAVE A ' G1BLE AND 5' VHS! AARIiI I TRUCII .OWN R RESPECTIVELY NS NG OWNER _E AFApI BU NL fi N4 E OR -• ANrH� t W F FwS .RS 0 ALL _TALL BE AS OLL P , I TENANT ill SECURE A2N t3 W T N APPLICABLE REINFORCEMENT DURING PERIODS OF HURRKANE WARNING (A) III_ ❑FS TTTSM-nLIfMP _CLoKRETL I IIIE `NSTAL,ATION CONMACTT,*+ S TO 5EAL/CIIUlk Al 1HU1"TER CCWPONEHT EDGES WHICH REMAIN IN CONTINUOUS ':<1NTAC1 WHH 1/4 9 TAPC0/, ANCHORS AS MANUFACTURED 01 ITW AI LOFII. INC TV, 1 .;192 px ) THE BUILDING TO PRCIIENT WIND,/RArN INrRU4ON Fr1-3(MMl - ;/4' a . 7/a LALIN IN ANCHORS. 45 MNNLUACTVRED BY DEWAL7 14C (MIN. P.I.I� t /4-. , J14' SOIIO-$ET ANCHORS, AS D15TRtIFOLO BY All FLIINI IYCREW, BOLT A SPECIALTY Cn 2 STORM PANEL. 'NSTALLATIUN SHALL COMPLY N:1 SPECS HNDIFiAiED IM IN'S OPAWT7N0 PLUS ANY BLIII DING NNO 20N INC RECULArLONS .ROViDEO Of TIE JURISDICTON WHERE PERMIT IS AR%JED TO M.., C'c-3000 P.AJ - /f14-I0 PANELMAFE FEMALE EI A PANFI IAATE P1 S ANCHORS. AS MANUFACTURED BY ELCO CONS-1kUC+ILN INFRD)CT5 15 W THIS PROar_T ENALLATiON OOCLIMEW (P F D) wNEFFARED 6" ',TS ENGINEER IS GENETIC NNE` GOES NOT PR(TALIL INFORWAIN:N (CON 1,0350 P °.I) FOR A SITE SPFCIrIC RRELNEL`i, .. WHERE THE SITE CONUITLO43, DEVIATE FROM ME P E J - 1/4'I Cr TM -GRIP ANCHORS. AS MANIJW.TkQED B, -RV-+AST CORPORAPGw (",-36C0 TIN.,) Ill CONTRACTOR TO BE RESPOm SIBLE :UR THE NELECDON, PURCHASE AND INSTAE,A7,ON INCLUDING ICE SAFETY or r"15 FRRIoUCT A 1) MINIARIY EAEIEDMENI OF TMCON ANCHORS INTO POURED CONCRETE SHALL BE I J/4-, 2• FOR P FLYATF FFMAIE aA5ED ON THIS PF.D PACME'ED HE,15HE DOES NOT ODMTE FROM TW__ CONpTTONS DETAILED ON T,IIS DOCL,MEAR 1G AND PANEMAt TE PLUS. AMC I I/.- FOR Cr TAP-ONIP ANCHORS CCALSTRUGTION SAFF'Y AT SRF IS THE GCHNTPACIGIRS RESPONSIBTLW A7) CALK -IN A SO -SE'. ANCINORS SHALL RE EMeEOVED 1/8' INTO'lsE POURED CUNCPETE NO EMDECIAE_NI INTO (F) Re5 FPODL:CT EVALUATION GU_I:MEHI MIL BE tCRNSIDEREV INVAUD If MC01TTE➢ STU'S0 SHN', BE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MWINVM SHOULD ST,.CCO EXIS' I H d Fl'T PREPARED A F T R NG r• WJG /`M WALLS WT NL STUf,CU AVR) MAY BF HEAMU SCREWS OR N_ tH1EAOE0 SCREW$ W/U IIFAB 1 I SITE S>'R RNORD S BE RE NEED -ORIW RFfJS E F➢ ENGINEER OR 4RCNr1EC WIN2H WILL BECOME IF CT . OF 0ft) OUT WOH WING MI-S ER RECORD fE.DA) VORGIN M[ PROJECT WCG W.LL BE FOR THS P:KCK . A DROPER USE FY. SH l. E D ENGINEER USE GATEDA FNGF TO THE RECCRO, ACIDIC AS A DELEGATED F. O , FOR RLR AJ; 1N CASE ihAT WECASi $iDNE. PRECAST CONCRETE PANE S. PAYERS. S•DCCO OR Y•'C1G0 BOARDS B(' WNG /Jt+'TNT 'TEQ CNGINEEF >HMLL 508MI1 TD rH5 LATTER fHF 5•TL SPE^IlC ETFAWWGS FOR RELnEW. HALT BE LUNG rAND REN.H THE MAIN STRUCTURE BEHIND SUCH P H 'Q N EXISTING WALL O .DOA. ABE AS (e MIS PEO SHALL BEAR ME DATE ANC' ORIGINAL SEAL AND 51GNATJRF OF THE PROFESSIONAL PANEL.. ANGHORACd $IMII BE M-1'•IONEU N LAND IN A.2) ) ENWNr_M Or RECORD t,W PREPARED IT (B) TO EXISTING, DONCRF L P C�^_..WA,L AjTM G-9U IN SHUTTER MANUFACIV-ER*S LA&I SHALL RE LOCATE,' ON A READILT NSIBLE tOCATICN Al STORM - 1/A APDT7N ANCHORS AS MANUFACTUREP- BT I I W BULLDFX, INN PANEL SHUTTER IN ACCORDANCE WITH SECTION 1]09.9.3 OF FLOMI EKALDNG CODE ONE LABEL - T/a 7/8 CA. -IN IN ANCHS N5 MMA)r.CT,REr' BY DL'WAL' NFC (MIN "It,00 P.A.: SHALL BE PLACED FOR EVERY OPEMNG LABELING TO COMPLT WIN SECIION i)0942 OF IS 1/.'. 3'4 W_(O SET ANCHORS, AS DISTRIBUTE-) BY AL POINT :CREW BOLT A SPECIALTY C.0 FI.-ORIDA BUILDING CODE (CON IBDU 0 OHS DR V= SIMLL OM.Y BE USED TO -- P14- t ANE.AIATF FEAaN.k `I) AND PANEI W'C %-US ANCHORS A$ MAN1.FAt'UF+EEI BY LWU CON$INUGTION 41IMIFIIN DBTNN pER4n$ IN THE STATE OF KOPoDA CRODuCTS (WIN I"c-2D71 0.41 l$ 1/.' 9 TAF-GRIP ANCHORS, AS VANU+ACIURFD BY TRI FA51 C:ORPOAATION T/(MA'�sy - CF . (/y 4 Qa, nn....., B 11 MINIMUM EMBEDNEW (,A TMCON ANCHORS, ELCO PANEIMI AUG CF TM-GR;i' ANCHOR, 14TO 11•F C .•' `,�U FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ELM. JILT S1AE_ BE 4' - - / = AP .X I?D TIL,EC0. Nc 20 GAGE GALVANIZED STEEL STORM PANEL No. 4 167 � pA1, EE 8.21 CALK -IN A SC4sD-$�I ANCHORS i•U:l M EMBEOPED 7/6- INTO THE CCINCRETE B.00k IJNO NO CMB : - ___- - ___ _-_ �', nn�� nnnnnn n.AE.�� INTO STUCCO S,IALL K PERMITTED './4' a-20 SCREWS USED SHALL BE 1 112' LING MNNVM ',,K A '-COzi GLOBAL PROTECTION PRDVA..Ai, LLC.�a,/p16/7Pp0 Ek:S' ANDMIII4JM Frig COAL] W'.T.+ YC $TJf"C -•C:I. IL EC O .• STAT OF INC ' Nm $t' S1 .,cw i 4�"'o (_)__7 I 20-176 %,,:Il '. 'c[0 Op` ., A,�'•v(` y4.'�";'ow,carMO�w.'t°'°w°P�luu_ ILA 0° 6P ` �''Aps/CAA EsF' w A uz/wx .A . E f MWE , br 2. INSTALLATION DETAILS FOR REGULAR PANELS( dE •1A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAAC.M MrAloRb (XRrR[1L ANCIIrs15 SCHEDAE OM a rH"oLrA• 9) CONCKI 'AcHONS 49',\ "AU SHEETS 1N9pW{ 0 S, " EzsrrNG POLIRfD CONCREtE REINED. LTA.LP(i AKpgF6(SEE (SEE SCAm,AE a C4/ sIWETs a tIN401,G q \1-,-- , - -WTI - E (SEE SOlDuu, DM t_ S-CM a THROUGH 9) C�ONCREIC FKIISTING �OIRED, ` ' 4vEETs L( �°' Yin-�-aoJ/4•f n�\ ,/ ;;=I I I - _._ r MIF., • r oc.i [XSTWG POURED E ll I 1 I '' ice .LOUIRED (EEr...',,,))) " I e i F E Imo„ G 1I mt,I EXISTING POURED E.D REOWREp. II - E C ; e jCONCRETI ° Cps LLLkWX11 1 F+av i I ( I \ I 1 I` 'Ar5 CONCRETE ; E „2,NMYn'• IA fE 7/e'Wl", ,iM° MR • - 1 9R° MR I ) I I YS 'MN--1 I i..O A I _ sn®ME I A 22 I O-3.0„.°., M9f�s 0. I � TD 1 �•D I E 11 I i i fMSW mo• $ 1 4 EMLV STD • I 1 2 Ir 9C -::-I uE s�IAE 1 1] 1I DC _ `LARVAM„MM 1 E - IL I faMX. 1 1 1 I I % Sc,IGA,A! (Wr}3, 1L�_ or a+ ENO, ! _ (`-.) ��- 1 '� 1 T I ( "`- � I ' -! ! : ;Fov Y SF9Mi mP I . ro aAii I 1, 7, I t, aa> 1 p ,Y, 1 I �A.. 1 1 I . aA�as 1�•�( � I I I j - ='i I i 9 A� � --! � I N I I '+�' 1 I I 2 t , , ¢ 1 ' O I I z 1 I {/2 � I 1 T2 I 1 I I � I I dd 1 fv-' 1 • F W CI! 1 , 1 ( 1 i I I E75nNG POURED E 0 CONCRETE OR a. {I{ -�Al I 1 6 6 I j��: I 1 ^1 , I 1_ mo• § 1 '-i 1 i •7 ,/2- Oc ¢ 1 + '3 I (( � , T W -5iC, .\. I i 1 E p EXSTNG POURED !I 1 CONCRETE OR !; 1 I 77 � i \. -I 1 I i it 'I 9La e I p� 1 1 CJ e/2. O.G r '4 f3, GR. N IiIi'. R9RDoI 111 1 EvSTWCCONCRC POLFRED. ED -1 I- 2 I/7•oc OR f �, COMCITM BLOCk AEIIREC 1nIW'• mo • I I 1 '+ I I BL00N CONCRETE BLOCK , _- L -.. ::..; REQUIRED.I,, Z.5 1M' I RWRA I .. 1/2• 1 _. f7 939 ... ExSTING FOUREOI CONCRETE -3/A•- p - Yn. all• /A'"yn-2G -. + - ' iL 9°L''S �, CONCRETE AMCHOTLS 4\ TAREOUFRED RCTL ANGIDRS -'-E D (M cpd,gMl caNOSTE .NCN10R5 qts _ COnfMTC NNa,OR3 I (.4 �•'4- «i�]2' wi sAr14aRm ./ sno i1/;1 r.N.. D. O c.H ESEE acHmuL[ w csa saDxaF w Tell. S .j ,in'Si q...• °i1 SYs a r oc (.110131 �lj, (SEE IC NEDULE OM 'Errs a rsci 9) SHEETS 6 tMR(K+p1 9) - SNCEfS a THRpAY, IT le 9) WALL MOUNTING CEILING MOUNTING SCALE 3/9-1• i111JLQ W MOUNTING SCALE 3/9-t• ALTERNATE MOuNTINQ SCALE 3/6-I' Ir, D I I E,D. - EDGE DISTANCE i a =- J- i , .1 (SEE SCHEDULE ON -Nr- I+, sr+iY10N I �J I i, SHEETS & A 9) I ro MAa I j ,N a I 1 z!!NOTE FORI �9_ ~ c-K �Ay, TOP A BOTTOM MOUNTNNG5 CAN BE COMBINED IN i I L d4VEN'R A11T , .-.... �(�/ h. 1. ANY WAY TO sU7 ANY INSTALLATION :�. . _0 gay 3, ' VCEN ss •''• EXISnuG POUREDI V� ? FLORIDA BUILDING CODE (Nigh VelocityHurricane Zone CONCRETE 1/4 _ AEOJHREo. - ANCHORS - 3 # ; * °�020 1R�CO' .1E 20 GAGE GALVANIZED STEEL STORM PANEL oRq° 81 CONCRETE (SEE SCHEa+LF ON 1' sHEETs a MRowN S "Q : : * E s 9 -- TASTE ^ .- a c .\ ct/2a/2e2o 9) _- 'sue 04 .• _ -- GLOBAL PROTECTION PRODUCTS. U.C. DITD I IL ECN.O �. F GRID SS.' '- '-�I m', Ne09 SW 51 nRm 't "�A / VAL E! .r`��"�'�t,'/ TULrf • tweaween, cowARY °+Mt w'a 20-176 .. w .. a w�•M w an XN. RMOE ERs4ma9-7aNa. FAz (wXe9-na, ..,. MWT NI -IS AN-IA1 SCALE }jB-1' HT.__. � NN E SrJ1L•SM74A.TIND/DI.IE .ISO IAIe1,•IIC Ie: CA-OODa719 .s",WI -TER A Tun }. PE NA H•IA _ 4a1ai Y•eT + m m COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) -- 15. 198' (TOTAL WIDTH) - - 15196" (TOTAL WIDTH) .. - 12.500' MPFECTW WIDTH) -' ' -- - 6230' b 1/4' - - - - ' --1 3'(+0" - -1.350' - - I.350' - ` 300 • 300" l `- 3 . _ 1 .: A 350 THICK .350 - ++ k. GALVANIZED1, dc0 ASTM A_, ,�.'.,,- `• 7. 0036 IIYt MKXf HEMMED Y 7- GRADE 50 M HEMMED_ �("' ;�_A: . 2.65 ` ',' '_ 2.85 L-eD Y !d +/ `. GAL fi1LVMN7ED STEEL EDGE EDGE }�1 2.000' A- 2.Ofq• ASTM 653 2�0'. •r.. •F IL ' \ T �F ' H MYEU � HEMMED ,�\ LDOF y GPADE 3o WMWY 0ETA0. Al� EDDIED \ �'� A-. i \',.` , G-all CIAV ` I I�ETML • / .6.8 I I.. �An A \ " 46d 1 I --------. .... .. LLL --- -' - - - 6.250' - - , J50' (j) STORM PANEL tQ END STORM PANEL 2. T67' - .. 1.250. _ .. .__- teT" 2 �n PAMI S END LIP toll- IR 0. 75• - .750' _ 1/IY-20. 1/4'•-A. _23' 1 2I.• 30. SEWS IW SERIES IL. 1 ' .M �1_-1 1 :.125• _..150-- 100" R 0. 4/ HEMMED FDGr V I F- SS 51UO RNELD S.S. STUD RMR,D -��.. - I , .2s I I �.I I _ � i mot. `0 ANGLE w U3Y o c I -.. i 1 ` T ' ]35 t I i 2 oa' S00" i - 1. soD' �093' ...OB3' I 2 t25' ` \ 1 439• 939' '`/ O9J"I DETNL I 1 le 1� 35 0-250 - 2 175'OEM l HEYMFD -� R 0. 7 ' �I a aw ( r i i. 23' 3I5 I' , I I , 1 (v/ ;MLR _3,/ 5" Mm. 1.500• -1500' ISOMETRIC ViEW DETAIL A (� _ 2000,ao _ ---2.000, _ ROUNDED CORNER O ENDS OF PANEL'S FLiI NE END LIP W1 HEMMED EDGE O "h" HEADER 0 "U" HEAflER ALiSrLE 4 ANGLE WITH STUD 4 ANGLE WITH (. (N., s) REVERSE STUD - vARRs I SEE DR. I/,4 a 2/1♦ 374' F I.344' 01 TOP EDGE 096' .374' M. -. 790• - ,D (.39U' I RPMEL tee'- 1 I I ,1�'-.-1210' ''2S•./N•4-201304SE'S5$Too RNE7ED TO 1 40]'1 De3•625" 375" 3 , '.270. ii• T 640, 1 ANOLF • 2 ,/2' Ot - ._ (r� 6 I I 1. SOD•. F---i , A.06 ' 9 1 i 1 063•�' ]4 ]' 2 �T• 5/ T 6'. HOLE FOR 09]' 1 015" - - 750' AT I STUD LOCATION I --R. 15- I EVERY PAIR oNvnAP 957• V. ;.D60• - t W..065' l 084' -L 825: - 2BOB, - --ITYP) 7000- ® KEY HOLE WASHER �1 WFW TRACK ANGLE (8i 3,/8" "t-W TRACK © fIAT PLATIED D.D]6- (WTI.) _-_7 .094' /.- GALVANIZED STEEL _34A'e Ap111M1 NNI. WITH STUD ,5- ,LNG i ,) Sa�"�,�F,R.I.. i... '-'y,I —_ 1 t' 063"/ ,I s-y+Q.' L%CENSf'':T375'r i ' 81, 3B'• 575'. , i i = No.44167 ;: - 375•�`. 623'• - I I - + - 3 * ; * •: * i FLORIDA BUILDING CODE (High Velocity Out leans Zone ZAMAC tocil OF ,MXL - STATE Of— : C's mom TE1FfO. 4K. I -.no• 12•- _ iiI75'- wrcLNIJT ''�,'•. � •� 20 GAGE GALVANIZED STEEL STORM PANEL p,Rr,'I.1 : [Of�i4 - 2DDD' _ I © KEY HOLE i�4cS • ; �� g o7/2a/m2o -� GLOBAL PROTECTION PRODUCTS, U.C. w e gy'llk AT PANEL 'VAM /0'OW I L E C O \ - TI 4aEA SW. el I. - ® 2"X7"Xi /4" NIIIIIMM LRarr R 1U14 TKA- •NTERNATNELY, USE "No MJI W/COT U MOMOUTNIC WASHER W/ ADWONAL �/,�. •CON i°- M"Fm I, M W-T ALUMINUM ANGLE „� (WWI m---1%�'a.M "+-m"' fA,OME (as•Mea-,sa°, FAT- I95+18M-an, 20-176 • 7/6'..}/]2" MWER (STN1lEs5 t` G-�T9 09A•Iw '•D STEEL OR NICKEL FATED STEEL) PE ,EA,/I pMr1AK/pATE YLLTEA A RWT b.. RE - - y4TtT 7 OF X 4.1ei INSTALLATION DETAILS FOR REGULAR PANELSC1;' lilt END CLOSIM DETAftS FOR IN5fAu.A110N IN POURED M(XiETE. INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 00NC1iElE BLOCK OR WOOD CALK_N OR PANELMATE FEMALE ,a aY 20 a//a•'-,ss VAIJD FOR REGULAR, LIFE SAFETY AND E-Z HANG STt>RAf PAbE] SYSTEtEI PAWELM't PLUS OR A w_:_ ATE MOWS aan� a• O 'SES SCHEDULE , SHEET a W 0) (SHOT n•1o1x�,H 9) WING L. 1 1, pp �Y M n r -3 - I '/7" I _, AWp movL tsO[{ ? jar._` I '#Q &1 d _ - ;----�.r—.��• )'14• MBA_. u iL•• im ,I,.[ � 1 -�� -r. PDL.RD KOUMED ; I ED 4;' PP S-)' .°Mm I ,i CONCRETE _ OPKJtW •aP,E- - ,E2, I : ` -®«(T1 •4I i M EtISTINO POUR. I I rsia,ia%1 f,�", r( 7i i CONCRETE OR I I r - A+A`I"WMr •� - I-)T•,,.aj 1 r (1) BLOCK 1 1 I ,`1_' i",: : Yr-. 'I. 1. Z! 1 I 1 ii REOUNID. I ) S REBURIED, J _ - W A LANs - > > i f�(� �-A, f�'R'4u 'g."':.— I 1 -.— 8 ! I aI SCALE 3/16-1• MOTH z i Y- 1,-m.r e � i I i I CASE B (PLAN) U.g --1 I i /7' ,. $EKE .1/16-1• 1 I i �T� V _ Me MGM p _ °tom -� ! STi'mK' i w. 1 s( I.� P. , lir — ' 7,�; 7• ....�. sr "o H m _ I ,u ,u.E6l1t )/ � t_ EN M . I I t `TI - is I.,°��m. i , o''c' ' N A �I. ] FOA W TEPA4ATIAi if . '' ISM m .M.[ rM 1°NMI su.", nKC I r r j) I I Ij j '' ' .. F• .... I 6— - I•F.nW.I �p�A , 1 ro G I I W I j I 1 I Au. wi o `� ///""�\ ; ,v. w I I TI�/Yt.'N.XI /2' i 9 J' _ XSIM10 = I i I Ma' I i - AI. -" _ 1 I • 2'Or Dc I ( - - ,1-I -- 4, �® I r I I I 1 F' .Y,/1-' ' ==fKK9Wtl 1 I D FJUSIINO POUREDE I i S CCONCRETE O aoD. i E, E D �AI i CASE C (PLAN) aLPRrO i EXTSnNG _.I,L 1 SCALE 3/16-1• CASE D (PLAN1 I CONCRETED , 1 1 CONCRETE BLOCK -- SOLE J/16-t' T: 1 I REIIWED , 1/2' ; ' py2s •, ye .5 • FAA-., CALI ON PMNRAATE ...I. E - _ , J,t•- . ,Z a e• oG m'�°uan W`m W"_ NI I"",I 1.: %°I i O1 FFNIN.[ a AND ANElAM1E _ qyI .11WaR°: A A CONCRETE ANCHOR$ 1`l AID. NANa""W,m AW.nta- 1 PLUS 09 C, TAP -GAP -,..- ., �NaTs 6 TNNa,GN 9) RUILD& N.,. CRCE 5 a I-R ON ��� s- sms i&•1 �I �j„( ING im.) Zdt_LNTiNG S SECTIONS 5 k 8 I - / -+w. Iva:IOAM.vrt+tKW�- i / '..�A'a SCALE 3/6-1' muF J/M t' iD.�-. -- ItWI Ft- A'�•"Ilen MN4.,N1 R EDGE OF EXISTNG ➢PENNING " NEW I• WIDE . VARIES . I/6- E.D. . EDGE DISTANCE ; of "4 Ar+p °K °O •'•'•'J (b I TACK ALUM TUBE OR I' 4 (SEE SCHEDULE ON CASE F (PLAN) DOSTrNG STUCCO/ PT W000 PLATE SPACER 1 1 SHEETS B & 9) SCALE 3l16-I' I 'WoEVSTI BANE 1 e NEW - WIDE WIDE .VARIES . t/6" I 1,' _J ALUM. TURF OR A . , 1 1 NOTE FOR C 91NATIQh OF SE0IONc: D T WOOD PLATE SPACER i TOP A BOTTOM MOUNTINGS CAN BE BEHIND NANICK o I GpORIE ANr+'aas I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) ^�rN (SEE SONDUF ON 1 I INSTALLATION. SCALE 3/16-1• u , I _� SHEETS a iW1oJp, INC I 'RM.K .CPnt VA I , + =I DER?..T.�(/jM,s, w ,,, N �. yi . Et LI '-- -• FLORIDA BUILDING CODE Nth YeloeU HurrIcons Zone) NCE. IIl1pf1 1b ai __coNOYT ..rAa>~e LX CONCRENEP U ED ,•.fi�l (MI TG+•mIX[ 1 1/1' Wn CONCRETE BLOCK a MWAN• MID - D2m ,A,rm M CM — . A a) J' MP. REOLFNED ,.L1p,n = No 44167 = 20 GAGE GALVANIZED STEEL STORY PANEL .L" m x` SECTION X-X 3 * * - �/2./2em SCALE 3/e-1' S.a•, S 0 - -�' -: �•, GLOBAL PROTECTION PRODUCTS, U.C. p,FE, �I I L E C O DETAIL FOR SPACERS REOUISFD AT TOP OR : -P-. r IMc. \ 4e001L. 51 smEn BOTTOM TRACKS ADJACENT TO STUCCO OOD HANDS s0A4'-• RIG► . 17/'-rei'2 rtsnl"w a rRaWct4alo cowAMY MK. n ss3T. 2a 1e..al. •,"old N """ P,1pIt (964IN9-,545. EAA (aeA)a "M 20- f 76 'B�- qy NiS+� -_ +.. csl ni-,w N• 0Yf m-aH �.ra, a 0A.•Co76719 Posea,TI 11p ,,(EA ';11' 11.1E W- /MpNATNN[/Ty.TE "4LI, 2Oi RtN1T Mtd� m YT-,o ." - tN[E7 S p N rRODVCr$VALCATION RTNO a-M702 2 22, TEST REPORT$; Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of The Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R- Mehner, P,E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No, 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2."TRU _1WRSL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteoo, Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3 MISSILE IMPACT RESI$T4NCE: Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustaln wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on shoots 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 11„NUa111R� `EAC N�4JT✓✓ 7 rf- * :*E M S -a' STATE OF r o: a lt. '0 I'(ORIDA `�� .y""",, slo • 1. i��11 �410101lN1,1000tA` PR01011E21 EV LUAT1OIN R1!'P IN01. 20-072701 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P•E.D,), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. G. MATERIAL CHARACTERISTICS AND SPECIFICATIONS Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7-MMiTATIO S 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 Tilteco. Inc- and signed and sealed by Walter A. Tillit, Jr., P.E- 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlllft, Jr., P.E. (Florida License No, 44167), President of Tlfteoo• Inc. (Florida CA-0006719). : ,t),'•.. ENs�:..114% - -j, ?, ,t 51: * WATILL - T,tt Dn TILTECO ADMO 4 RECORDS 1 P E. REPORT.20 L GLUVAL P . - .V.�. N PR$(S, GALVAIVEDSTEELSTORM PANEL \DRVVG#20-1751REPO#20-07... 'CtLI. : .. 7!}RtE•' /G�11,sN� 1/4, 2/4, 3/4, 4/4, 5/5. 7/5. _11111W/10, 2W/10, 3W/10, 4W/10. 6/5 1,SW/10, 6W/11 A 7W/11 3• MAA ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9 Y MAX_ -I" MIN •" FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 - -.. -._I- Mal. O O O C D.M,. 2 . 3 . 4 + ---- -- • - , -- _,-T -T--,- 1 -T------T - 000 �( , , . I 1 _- _ I t Ii�I A I '�. J EO I- _ - . _ _ -I I - - , -_ $ I .. i- • ' � 'V' Q: - - -W - - i D PANELS I 4•- 0.1-_ , Vim' I - ,UNBOLTED PANELS i BOLE / / 2 '(SEE SECTIONS AS - I I S.S. TIES BOLT W/ 7/e• K 3/37' f, ' WINGNUrS O CA. OVERLAP i I APPLM.ABIi) X '(SF L SECTIONS AS APPLICABLE) r. I Y . 1 - - _ Eo fII . , I 1 , I I I D.M..®.4.®.+ __�_ (�)_ (�) 4+ 6or 000®O - I' uu 1/4, 2/4, 3/4, 4/1, 5/5, 7/5, �- Aapan�i - Iti 2W/10, 3W/10, 41i 6/5 5W/to, 6W/11 a 7W/11 - ANCHORS F CONCRETE SEE ON SHEETS 6 A 9 _ F011 WOOD SEE SECTIONS ON SHEETS 10 A 11 REGULAR STORM PANELS ' 1 'Ai ELEVATION N T.S. 2 e7' 1/,I-- M. GAP (MN ENIDW -1 WHOLE VNLLY) 44 .5 - __ _ _- O MIA .ijviI. - ' M1.X GM _ + '`X • • T '+S. iSY,•`•S Al '1 7 1 jr} Q�' EN -... FLORIDA BUILDING CODE (High VelocityHUT Icons Zone L/ �: ;3 : :' No 44167 C20'° TX'ET0' W 20 GAGE GALVANIZED STEEL STORM PANEL DR 11" SECTION A -A= *'; it - * _ - NEES. � .a�� ATE �" - ?. ►la" -- i /fF \\ GLOBAL PROTECTION PRODUCTS, LLC.k �E C O - j. / 1 MC Mal SW 61 SRR1 y0( .. OR10� £y�y n �t-m od mW."�Ot+WP.GOYPn": Aloe (_)_Rae 1.t(—Am-- b CE`S,,S• .. ; ,... U"1 M,.,F 19 PMI m-1Y1 ,o,r a NA qM,. pn1/9DNATLiIE/o+•Tr WKRR A TaNR t.. P.l F IIIIHIN u167 INSTALLATION DETAILS FOR REGULAR PANELS(,]; do AA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 8 POURED CUNCRE7E PgURCO CONCRETE _ POURED CONCRETE FOR WOO O SET SECTIONS ON SHEET 12 OR CONCRETE BLOCK OR CONCRETE BLOCK 3• Max OR CONCRETE BLOCK J• W. 2 67- REOUatED (SEE ON SHEET 9) REd7pEc CONCRETE NiMRS (SEE SCHEDULE ON BRIT 9) REQUIRED CONCRETE ANC40PS _- I.r LYN. ONE%IP_.i WHOLE WNLL1') a. S. t0 MI21 WD , • Mn. -- (SEE SCHEDULE ON " AB O.YY SNer 9) •; R R , 0 i L -- E=,a FOR e- I 7ii: I 1 jj _ -- --`- - -. _ -- I 1 - I i _ �, I 1 j{7 . N• _, I .'I/N•.-MI, , t ( I as. eats W/ D I � I 7/na• 22' - MN6 M11 '7 , I 62 O M• eDWW_ I o ells ( M.. >DMMT *i A tars E I Mt vANrrM ro 1 +„TAT I 6 0 , / . . e - r ) I I �y I-'� 0416 :,t> j - .."P i R'O�`Fm a7� 1 PCT n . . I 1 -11 {1 O'�rryL' l 1 r0 -I ) r 49 I z N It/4•.-]O.1- 1 all 11i 60L:aVul1S W( . 7/a'.. 3/]I' yao `J 'JHG NUt W Fwpl 1 I I �,/4Y-7A,' !SS a -R W/ 7(6Y . 3/]Y iDWEVyy a � 1 ' 7 Z a '•• R I Y tA7E I j1/4•t_�1. I ii 1 I OF L' ISS DalS e/ i -' O i I MAIL I ]Po'4 . 3/32' ) N I I ERUM" •EACH ' I 110, 1U'I �V S 21%'' ! p yI IQ TIFFFFFr{{{{'''•' i H 1 I I I I I' I r' - , i a,AI I I I iS i I I 1 I .'' )y -L- ' I 3r -_ _ -MO 5031:Di r -QASS ` aASS -1 ()F 'L• E TNG EI 9, Y am 11 i2 J' YP. =_� ]• Mb, ' D.M..®M ® I�ri7 " YIn OF 1' 1, MAK M ,. -- {fi: .AU` y� i I Off -• WTI. ANCHORS FOR CONCRETE SEE SCNEILE ON SHEET 9 I :. FOR WOOD SEE SECTIONS ON SHEET 12 T/r4N2/2r E D l•4 E u 1-jt LD REQUI AR STORM PANEL ( ,) & ® ELEVATION III EVERY SIDo • .2 - SOLE 3/32'-1 � I 1 - _ 4• AWA, GAP {-» I I N . - ,1/4• T- 500 I t 4 • 20.3/4' SS BOLT 7 67' J I , (MN. CVDi AP_ 1 YWDIF WI L,EY) 1` /`,,_••,'' Ma. -W/ 7/6.3/32' WNG NO - - _ - - -. _. _ - .- '- -... - - t O 12 1/2. O.0 CONCRETE ANCHORS - - CONCRETE ANCHEII STAOOE'RED AMCNM ISEL SCMEco,oE DOLE ON (SEE SCNEDIAE ON / \ SWAT 9) 1 4• MAIL . GAP (.?, 1' W/ STUD (SEE SCHEDULE E ON S, i) SHEa 9) PDURED CONCIe:7E nR CdVCq-rEC isc, °A + RED CONCRETE OR SECTION A -A (TVD.) noomm SCALE 3/32•-I• CONCRITT SUD" DIRECT MQ WAMOUNTING REMAR[D EM MOUNTING SOLE 3/6-1- HM SCALL 3/6-1• SEC Wy SC NVhlE1M �%. A T!(�%lA�a, �; 'VCENS'' 9 's � 3 : •. FLORIDA BUILDING CODE High VelocityHu can* Zone tiQTE TOR COMsuunDN DE_=1lM1 °'m0 " "° "` 20 GAGE GALVANIZED STEEL STORM PANEL s •'- No 44167 '_� DRR,P IN, E.D. '- EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) TOP A BOTTOM MOUNTINGS CAN OF COMBINED IN ANY WAY TO SUR ANY INSTALLAITON. 1. �-�� I * i * A-- 4t, �__ ": III- S TE Or- . f ' / GLOBAL PROTECTION PRODUCTS. U.C.N % I L E C O 1MG. : 'P •' 1, -, N900 S W SI Sv.w - F '+�,ry mM/m29 M. �F. R%DP •± TRLn ` [N tRlTq ANY TYM, FL S . 3`- S.WF+MEP.0 n M,. ti10Y4: (96tNTU-7etb. FAX (111k) -6)97 '+. S. 'kX 20-176 .f' - WI n,-1S -,D R.T-W, �' I2MeaIG NA NAc�y� a-aom719 �AFr7 INoM /�A"/a7E RKTER A Trurt a... n[ r-ia MYn 9 or 2e RDYCu L a4167 N N Q) C_ � -O _ � > O L U 0 O � O Q M.� O U - U) C N -0 fa V (O ..0 CO Q 'tom O C O LL_ IIII� CU -E--a Q = C/) M o _422 C:)- H -0 .c Un Q 4 Z Z W J O 'L7 N •O \ .- W = - a L� = CC .p EY3 yX H••+ = LL,. 0- ro L7 u ,,, , cv t Ln v o CC, -< W N 3_ _ d 62 fl E C a, CD 'c: Cc u ' 3 , c0 d �= W Li; C C: A w A F� � . O 1. V ♦ _I-,, W CD a) _4__J U) :3 CIO O w 0_ CD U V M O L_ a- U ■ a>_ /a) �/) V L W LU Z Z Z Q J ll SHEET NO. SH 1.0 1IIIIIIIIIIIII IL F L ! I I I I I I L I I I I, II I . 1'A A�11IIInIIRfIA 1 111E_1 1-1 _I — II- I I - — I I I— I I I' If 11 WALL AND FLOOR MOUNTING INSTALLATION FOR w°f°"oTNP�nm�s'�Y�e"""'DWA-•1 mMW[tE AWIamRa d .36D r.r_ -7a.D uT. SPLIT PANELS a _ XIS ir]f,/•wwa i wP01irR 1 cwoRTl 1 w ,� rortD - 1 f - __..-T—�� �W�U.-,�•-e- I TT .- 1•.. Erda/�,•q•-a• �. f.-t-++I (���--,�� _-T. �-.,- ' rlM�t � \ 2 ' r e . ® L- IT,P >m A'AL0'em,wll S• C-$ I,. , \E 6 \' I } � r:"a"n. R fJ�•+Ai•-. nw ewn I � � ' j ' T i I �� I 2 j r. - 1- ,.' •RAN I rf Wwm, ♦ Nur I I I rAPCI I 7)MW. A •:. 1• �' EDGE O< WALL _ --_ eaDp ./ } ,/: C 1 ®' $ r.n Pe[IRMmh NNm 3) alai tArCON 0. IIII � I I I i ( I I 12) s//'i� i[ OR ACRAlr e. ReDOr R/ R +p' I I I I �_-� � rum aaa, V wrca�rt�a aan� j I � I 41N EO. X FMm eLw 1 I IFI FyJT1 YF ili1QN ' i ,ro°as.c SCALE ,/1' . 1SCALE• 1 1 1 1 I ' 1 ' DETAIL -.1 .---�� 1 I avow rANn N/y -D• Yr rA n \ - ~» � III 1 I TP Nan ... r. - 7D r rr. Q OFe! , / �---� I I i I I r'ua•' • r� e+mn1.w1..w-r-�.Y-f¢m I `:- 'l z•s fi�' -�-J � inrom . oeWlirrwlsP,R xw -� i _ I . I ! I I I ) .}_ : l !. I I __ � } �6J-IR •LLP M .lea >.,_ -)l.e Par I � I N r wc. I ,y t• - ;�. E''"'sorcar] w na vaT, f r- I ,- I I I 1 I \• I ' f I! I (� � I I :» a/IA lAFt01 I: I /'! I i !--`3'Y/ h..J/n• / Y"mNcea amrVrlr° C _ wait I! 4 I I I A:"'cw aA°t%i i I t ss. axe e r aT rld !- j rR:l9 RwX � -� I I i t I I I V P III i I l I .I I I I I 1 ntw wxa�r a'-o• Yw wlu _ _ _ _ P� /.^r ww. Ra,s I ur`�C.°Rs`.o r.r.,-nr+eaw} Warm --� irlWell 1 NJT A I i i I� j' r I I I I I i AAAUDN II Iy ! I I I r I I i I I ' '- rrnntie•-t 'I IIII � I 1 1 fNtr • Y i ] tTyp. !OP a 60TTmO I —�:. W.WM SPN f5O rMyION WIm,RC fLEYAIl� $E,�EC�YiiON Y-Y S�STORMPAM��AT�H ' } I SCALE , ELEVATION ^^tttt••„„ '' SCALE //:-'' r Ywr ar, SCALE I I lf7..1� TefE M (.""roil IL0°rptd} Lj I_. , YEN 1 YIN Cf3Ycp 11 c Yu. MULLION REQURED Mln. SPAN (FL) • TUBE YULLP ^ �"' wNatn ArAwPS ' C--- 1 I �N.ANu M/r-e• w. >mu � ._6• TO s-R' Y . 4• . ,/a' P�1 ti/j 1 =�r� a vo °w�I "-7jP DsuA[ RAtPN 5'-a' 10 R'-10' 2' , s' , 1/a•. 1�:' \),GEMS••"• ✓,P tTAyy-r A,R>gllc� / a lC 't 2'. 4•, 1•i f fXf roamu SrtTIDrG .. 3. a , 04 3rn'n a a .) __ urizT . P a' -ID• TO a'-O' 2' . 6' . ve• No. 44167 x • SP FOR AS DES" DES" PRESSURE RATING *' * P* FLORIDA BUILDING CODE h VelocityNurr i LURE' pYE SON. SOU. pll£NTED .5 PJO30 mY[Co. Rrt SECTION 1 ^ �RAnu'�E'L To s�oRu .his LrND�" �,r'''• F(ORIOP`•:' � 20 GAGE GALVANIZED STEEL STORY PANEL SECT 3/6-,. ,�Fs ••....I .1� r�•�,,. GLOBAL PROTECTION PRODUCTS. U.C. mm«I'•'H'" —. aeoDS.N. NOTE: MV410N CAN ALSO BE INSTALLED W/o STORM PANELS ON TOP y± / FIUR TtsTl"O` ILIEC[NO,rgEI11N0 OINCsI„MITI COw\ .WT GV[, r1 ]STta OR BOTTOM 50 THAT IF 6 LOCATED Al TOP OR BDftOM OF OPENING. : / `�'�'d-uJ >v rr�, ROBS n v+r hN1NC (95•NM-Ts•a. RAIL f•aP)R®-aA) (OH[ PANEL OPENING W/ TUBE TOP tr BOROM) INSTALLATION DETAILS FOR REGULAR INTO EXISTING WOOD STRUCTURES PANELS(:1, dE 1h �' � 1pi' r °.awm• +` T w �) '� i y °a�u °W/"OaDina �_ nef"rFa,PL•P � Ybo°� m'OmimYw1°�'AA� � 1(•Ja]�a•'� :. ,�iaRlgwW/u�m I•rF00isalmw 0- , 't ,qi ^� 1^f � ,?' '� I I ) _ ,/r � j-,� Y/ 111 ,I•�.��y ppw �9 � •'!r RC � ,? w I i MR slmwN o »PIS `0 R"� w a°�1gMnss WALL YQydjJNG WsTALLAnoN — ALTERNAmE 3w . I •1 SC..SE: 1/{• . 1• fM I N t�C r-)® wm _ _ ' F L '%1•-(}''- ell-Ij 1 I r rWl4YY.tp- � I 1 I I fY ,/!Rp-r.Yrn/ aM l ,t •R'�"Oa i � AU►En-our uauNnNG+�," IMSTALLATIDM - ALTERNAmE 1 W i �« ..• .. A M nAn ]" Ors m - ,rernN CEIllNG t FLOOR MOUNTING WALL Nt FLOOR YOUNTiNG WALEL IMM INSTALLATION - ALTERNATIVE 4W (SECTION AT TOP IS UMMM TO r55.5-67,0 MAX. INSTALLATIONS - ALTERNATIVE SW WALE; 1/4'. IT RTISTALL - ALTERNAifVE 2W ASO. DESIGN PRESSURE RATING) SCALE: 1/4' . 1• SCALE: 1/4• - I- .r I f� w w. n,aen - � ,/ • uc Loa • .- .. P •/ Yr�,xeAom rB! .Ro oul.e am r NOTES; „.... N/,l}b, A) Ti( ��l✓ FLOOR MOUNTING INSTALLATION - SECTION MW SCALE' IJ4' I' . 1. INSTALLA.TIQNS ARE ONLY VALID FOR BUILDINGS WITH Al DESIGN LOADS AL a P•'�1�� 4y UP TO 455.5E -72.0 AND PANEL'S LENGTH UP TO 9'-B" '� �`y�;• vCENr4167-. FLORIDA BUILDING CODE (High Velocity NurNcone Zone 2. FOR NEW W000 FRAME CONSTRUCTION: w00D MEMBERS 70 RE SOUTHERN PINE NO 2. w/ SPECIFIC DENSITY Of 0.55 OR EQUAL N0. 20 DACE GALVANIZED $TEFL STOfIM PANEL*NONE FORCOAI91NA71UN OF SE^T:ONS: � t'• STGLOBAL PROTECTION ILT ET COTUP PRODUCTS, LLC. G 1 v-�-.% IRLR D„I[. n 3331E & 90TTOM MOUNTINGS CAN BE COMBINED IN ANY WAY 70 SCAR ANY F . '.,, etS+' • • �G � ! [rOMEEWMO COYPA"I' m a.. >~ mR rwr 4.Yma n anw PHONC Iss+laaR-7su. IAA, gsL)ew-en7 �20-IEDINSTALLATION,R la CONCilT[ ANCHORS COMSrET£ ANCHORS ROP CONCRETE ANCHORS: SEE SplEDOF ON 91£El 14, WESEER scmuxu � FM IroOD SCREW SEE SEC'Ok ON IIHM +e � '�� 1, 2 & IW/15 1/4, 2/4, 7A\/4, 3/4 a 4/4 1, 2 & 1W/15 -- - POUREDc�oxcRETE ... � AW,. -) 5°°' R[OAHD\ j 250 - — -- - 1 PaIRFD CO"CRE1E 1 ---~i! 1 I I' I 1 I i RFOWFO l o j �J I ., CPM j ` 'Y `�---'�jtP�.K j i I � I I I ll,l,lllllil. 1 I ELSE -T i T- -I I • i it 1; 1 i-SER SL dRf ON-; - i-SEL sG,O)UIF ON-• : i K TOP 4ro�n� imN � I FOR � 9EPIAATD4 � ! �°) �) i i I (PREPIOA (YaOROR PA-11)i I (INrERON PMRl) I I (DO AN£U j I GLAss ] e'bLI/!7 I -r� � � 1 rllNG NTo VT/ a �- I I i MR If IIIISTUD , ' SLUG • 1•1 2' i • 17 / 2' 0.[. at / I I 11J� I I I � I -/. I/a•a,- M+ct+.x s/e' u:+ (ram J. r—_.'L_ 1 r.,l• Yrt}+NE I , ,/e• IGn n SCREW W/ SPETDMVIS / % r/ SPEEdMS I i ( I I ' (� I I i J I. I I i 40 (tie 12 '/1' OC. Y ran. (LISP II) I � 1. � t�e +7 In• O.C. µ( . • 'L .. I ! -I a ,I� ! '-•I; � I;':� !j(IIr�I� ,) Ii �11j1 ilfl'i - I I I o1LiE*W.art LnunoNl I ,, L Y I I I (� I T p0 PANELS) j I I I (SCE OCTARS I/,4 I i -k•, j I I� i 1 )I'1��I'� �+•+ (�••�npEE f `I!� a 2/u) RrouR« coNc°"cRETE � i � l I � � CONCRETE P I I 1/A, 2/4. 2-/4, 3/4 a+ 4/4 1, 2 & IiW/15 1, 2 & 1W/15 ALTERNATE LOCATION L j -- oN LIRE SAFETY PANEL :•- LIFE SAFE v PANELS LOCATION K LIFE (5£E NOTE t NT NY) 1 AREA REGULAR -GPM R£CUIM PANELS WJ 1')C} -- SAFETYPANEL -"1 j W/O REGULAR TRICKS (SEE NOTE I CONCRETE ANCHORS J -. -. { �101Y) • LAST PFNFi ygUFTD BE IX,TµLIN AS ) " ARC SAFETY SrpM PMQ. OPENING SIV11 (SFL sCIIFDLAF ON / WmARL£ pWp SUB OPTIONFORS4EETY STORMSWAYS BE PIIIJJIpIp WJ pEAq MANGLE SrEEI '4) PDVR[D CONCREIE� (AN tBrgln00 70 FACEJTA)E IN,fAUAT./ IF RREND£D / TOPANEL 1) BE INSTALLED OR REMOVED FROM INSIDE GPM. 4E01l L'ONCAET[ •NCHORS act 9CNmAl �_ OF STRVCTURE . EFT la, --t.D ELEVATION WALL MOUNTING INSTALLATION ION SCALE 3/32--1• - SECTOR 1 scAl.E 3/e' . 1• -SECTION 2 SCALE 3/e' . T I .• uo. NYIP ©®D•�7j Ci,t• tt v: NIB, Iy(LT`u9N_LIF�jsFy'r sTORu P.SeLLSSt1:4LLINSIAL'A1rON.: F LIFE SACALE STORM PANEL CAN BE LOT- AN ENO NO PANEL (FIRS' 04 LAST PANEL) ) / OR ASµ INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN ENO PµELS). iE£ LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGUJLR PANELS SEE •'� ') (w/ OR w/0 REGULAR iRACKS.) 2 LIFE SAFETY STORY PANEL CONS�TS OF 0039' GALYAN12C0 STET: STORM PIWEL AS SECTION B—B PER COMPONEM d SHEET 2 OF DRAWING . SCALE 3/32--t' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE �NSIDE OF STRUCTURE. P J. BEECOYPONEPi ASEPER SHEET 2 OF THIS pRAWa701` TRACK T BE O�MPOMENT®tr �'iTTOM TRACK TO "" T✓'( COMPONENT BE INSTALLED WALL OR FLOORMOUNTED rOlLOWING SECTIONS , @ ? V�' '" 2 ON THIS SHEETS AS WELL AS DETAIL I A 2 ON SHEET t♦. ��?:�GENSf ? FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) •) 4- Ml LENGTH FOR COMPONENT 4Q IS 15• - ND• # _ `"+°}° °1f�•'•K Ma, ANCHOR SPACING FOR COMPONENT ®ANCr.ORAGE AT Boll 5 GWEN ON 20 GAGE GALVANIZED STEEL STORM PANEL FP SCHEDULES @ 2. SPIFFY 14 * Oe�-- COMPONENT � MAY 9E PCRYANLM OR REMOVABLE = ATE _-" '`_ =; °Tn1n_°10 A`• P GLOBAL PROTECTION PRODUCTS. LLC. 5. SEE DETAILS FOR INSTALLATION INTO w000 FRAME BnnLON05 ON SHE- 15. ''PO•. QR�...�`�ia�`'--- - / IL ECO 1N�. '1 '� ,f• ••.. T �., +eDA it ar I. , FS•s. •� ••U rllut Torwoi ENa� coAPANr °"«• 1L �}'• IT SEE SHER 1 FOR OCTAL APPLICABLE TO THE NECESSITY FOR THE INSTALLAT ON OF ,, `9@"� 20-LIED ONA�Ai�' D,r rPlDre: (Ria)Ye-)SAS. FAA (n.)esP-47R7 a0-1 Nr SPACERS AT TRACKS INSTALLED AOIAl µD BEYOND TO STLCCD/W000 Bµ05 'NJI , ..,, a.i :.+-.LSO h win_' G-0006)r PE SLN/SOMMW/MR WATER A rRJfO b•-C W +*-w ERR[t IJ W N T1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE Ivan nYv ctfa PurIRR a(il were IATYYAN AR Pco crnYYwc . 1NR,I I RI rwwW ASO DE,r,M GPRC,]URE iP • ) Ya•. IENGM L n l4I s NS) �1•} �•R•TON TO GLASS I TD YGiIONS PANEL f ,/0 IM' CalIMrMN ORRXION D,. PSS.w -)7A I IMA. -72> D )' Y OR LESS I 2 ,/: >) -f 10 W-e' UP., 7 ]/•• tAOBOII[D , T1RU s ♦ T � I THAN s A 7 +as.0. -77.0 I>a'-e• •43A. -ASO -r- To tl'-2' Ya�1 13 -4' OR LESS 7 1/�� J In• 90�RD A�YOEWCiH� tlAAR1A'�yi53G°'PS a I • B0�i�0av°L I a. R a Ia • BOLTED M/ +/ai-20.I' SS US ! WW4 P AT V~ 4 .0-E. N p PNIR MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS CL, & Q INSTALLATIONS INTO EXISTING CONCRETE do CONCRETE BLOCK STRUCTURES (VALID ONLY MR PANELS M t 6,l INSTALLATIONS AS PER SECTIONS 1 THRU 7, ON SHEETS 4 a 51 YARYIUY A5.0. YAOYIM MIaIORs SPACING FOR f0 . ] 1/7' •• -_CI i OCSKw APPLICABLE 10 SCCTOI6 I ! YNIaIUY P•NE1 -- TIPCOII _ W-GAF GLA-IN PNNOAM/ ri]MtF D PANELWi[ RlB - ME,SUwE �� � ,D ANY CF O4 LFxGnI l' (R.) MTWG (PA r j m CC•NORII[ cONCRETT I eLCCK 10 C3WKRETE CONCRETE NIrDPI ro CONLACR CONCEIT eLOc. 1p cor+oe.TF ! COIICRLTE IRACP TO CONCRETE' toNCNaTL I eLolx mom T.EU °I '"E" 6' , N/A X/• ! M/A _ 6- - N/A - e• I •✓+ —a a• M% °' N/A j N/A e• e• a-- a a. 1 (°OTrOY) b' N/A - N/A I M/A F" I M/A b• N/A ]Roo) -. I (90n01) a• N/A N/A� N/A 0• I N/A 5' I N/A 5• N/A _. .m s, -n o OR IEss 6' N/A �__ 4/A _ /A 6' - N/A _ 6' - ' N/A ..�,____� e' x/A 3 ! . ) -S' OP LESS a• 1 5• Al I N/A b' a" a F" 6' I a• 3 (sOfrCM) b' N/A 4/A N/A °' N/A 6• , M/A 6• I A/A I 7 (,gP) N/A I N/A e• e• e' a' a• 1 e' 6/. ♦ ! 7 (BOTTOM) N/A �N/A 12 I/7• a ,/: +) t/7' 6 1/s• V: ° +/4• a I/: a 5 (tt1P/ROWDY) . SEE 9NE[1S ID ! I I nA AICHOI6 TYPE ! SPICING FOR aSTALLAflONS INTO WOOD FRANC TRA DIMO. MN ANCHOR SPACINZ AND MRnA.'M EDGE DISTANCE Aft INDICATED ON 1MS SCHEME FOR E.D LESS THAN WtATED ON SCFfDVE REDUCE ANpOP SPAGNO IT "LanP YNG SPACING SHOWN ON SMED.IE n Tm inLOWec FAC ORS Rea Irb OPERATOR TO E POSSIBLE. REOUM SPACING OB}MG1 USING VACTOP SrWI W E l61 IMAM Yuww SINtaO rrWGTLp FaR GCN ANcnw TYPE •i NCNORS LLIIWD. 1/4T. 11 4. I/4Y IIAa 7YIR Arm. M ,rP-i rNiRlrDi _P4A+leE rwA-r .GLEE-.) Yw •14amR Rrlr.11 fk) J J ] ] J 'n J J A/e116 66 pllE NINEq IPG70A m au /.. : No. 4167 --qq ST� OF zpoe•:•. F( 10►• 9A/9rNMNV Wa FIORIDA BUILDING CODE TOLL h Velocity Hurricane Zone CJO'O a+Em. 20 GAGE GALVANIZED STEEL STORM PANEL- FA GLOBAL PROTECTION PRODUCTS, LLC. 'Oi° 11 L E C O I NC. \ ,,,,, a M. „ �, aNK, R 333,E TtSTnO a IDIGUREER towA"Y 20-176 am o`s ,n�r� mAw +,m wloNE (aea)Op-»43. RAIN (eS•jtlR-°m oRWwK+ wn G-UDOET IR N •)-w o1R1 • °r t• WAtE1r A IX4n b., PE w• N1e7 . ],S LONG aRAss N/ INSTALLATION DETAILS FOR REGULAR PANELS �� do IA 14 -2 4- O.C. 1/:r-LONG S, Y] 5, ° "I 6 1 .1 o.0 L(.Lnr6 IY ,O -8* ID a INTO EXISTING WOOD STRUCTURES FOR I- r- roa LtNcne w ro e'-e• INr OR h4-,o I NYEINATE rLHYE D De PNCW"TE RVS O 1 I C. NASA I i Mn. 1 I MTOx lO NGDER fM N] LfIIGrINS IA I m+Em+ w IRi6c"tr°micwor�r%"if! •.� I II -I I ) I 7 rk E01 EOM � � ' ! I I � '. ■ eDIO RDIDDI � . ,r000 re,DOr I i I ( � eWWR➢ ALTERNATIVE 1 W SCAT 3 -1' JB ALTERNATIVE 2W srAu 3/a. - t r 1 A BCC SCFIpllE 1 ( i b• SHFL' e I SEE 9CrEr%AE ON 9HFET e I - rSN WTI S®AMTta1 - 1 to cLwiS �7WwIwiAF< ral MIL 1 1 � To p,.15 i � I i I 1� �S/1711p' uc � r � 1 EGI ' iE0' I OA ED . Eo rol - I � EQ; f I '-? �J7- I _ EG, --ate• �,e'a'Ts.10inw/u• I RFOWRID +/•' .o . s/°• LONG RRAss 11tRnIING L--r/ I/4•r-Tar ss. Ms • e V.• oc FOR PANQ ICrOINS W lO 5 -0' NVD e I~- I � \ j M.}c NDie r oc �.-(d I Cyq _ i i luaaes"w t -I /L• OC FOR M)NGT16 LP TO 8'-O VP• \/ OR f,.-lo PANLL3M¢ TLIi4C m OR i NOR PANLI.Y•R RVS a 17 t/7• D C M'M , I I ! ,/. i ,AD fOKY° ! S' of ,n• m' n Pb,rrIIINCoN ALTERNATIVE 3W ALTERNATIVE 4W 1/7' Ian THREADED PENEnbITgN AT AaDTIIDrII OF E%511N0 W000 WATT TON 1. ALL LoUTrNS UP TD a-e• Mm rr4' PULL I 1 ALQJ#m � `AA m i AroNlam. or M,C SCALE 1/e-I' SCALE J/R-I• i I I ALTERNATIVE WOAD FRAME INSTALLATION - CONOM Ns & ANCHOR i NS NOTE : SHUTTER TRACKS NOT SHOWN FOR CLAR" ALTERNATIVE BW ALTERNATIVE scALE s/e-,• STILE 3/e.+- 7W tL4IEi: ,1HI/M/H1 A, T �V✓'p '. ' FLO"7yt4 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A. S.D DESIGN LOADS UP TO +55.5, -?2.0 PSF AND PANEL'S LENGTH UP TO e'-B` 20 AND PANE -•`y.P;� JCENSF''•.; Se FLORIDA BUILDING CODE (High Vedocily Nurricone Zone) 2. FOR NEW WOOD FR COFI W0LE MEMBERS TO BE SOUTHERN VINE N0. 2, w/ SvFCIgC DENSITY OF 0.55 OR EQUAL - ND. 20 GAGE GALVANIZED STEEL STORY PANEL NOTE FOR coMRINATION OF SEcI NS- i ,o: ST OF•`-'F+• .�-._.__ / IL ECOIN�. m/2Ane7o GLOBAL PROTECTION PRODUCTS, LLC. dr<, � ••. FL R\0 LINO SINE s+ srRRT TOP BOTTOM CAN BE , y,� Ff: •-..... Harr TLsnRo : EWOIKaIWNo cewANr +Y IeA a. w m,wrrr .•Im0. Hua,r Daa'. rl 33],• PrrRE (M•)Ne9-)e.e, IAA. (Re.HaR-am 2D-176 Y WAY TO COMBINED IN ANY WAY TO SUIT ANY I 4, S � / SI A�• ••-- t•� «+_,m . Pru IH- INSTALLATION y'INNI NIHIHIE'L sEAL/WOPIAnAN/O4TL �R G-oODbTlb.. v� ORARND R« N, SIe[T :I or x LOCATION ,'-0 1/2'I _AT ENOANEl �r STUDS O EVERY OVERLAP - Tni2N� P/OiR$L i I� I I I I I I I i/4' SEE SEE INTERIOR PANEL END PANEL / SCHEDULE it sc"mu 3 f l - 3' - FOR MIu. - FO7 W. R OR DIRECT MOUNT �'0G �' SPACING SPACING 1'-J• IDn DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE: 3/16- - IT MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT J& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES SG9EBLJi1T ---(Bi W.'. TTN._MDUM COR+OfTIONS_T�_A_HDiOY. 'DC�.O_..--_7__':,"L• f��j-- ALTERNATE LOCATION t 8)-• �/ STUDS �EVf� (I I 11^� (I2 yr o. c.) 1 � I I I I � 'i AT I END PµE1 I I ro HOLD PANEL I (A9£ ! I I I I I I i I i iIII ? ! I i i I I I 11 I I ® M B '/4 - SEE In SCHEDULE SCHEDULE �—INTERIOR PµEl END PANFt -,• _ - 12 FOR - /2 FOR - Ilm ANCHOR Uax. ANCHOR SPACING ,PACING ,• - DETAIL 2 : FLOOR -3' M1n ---- MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 MAXIMUM A.S.D. DESIGN SCALE. 3Jig• - 1' PRESSURE RATING (p s f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE :ARPI ma=r �-r0 SEc11°N,S,1L'��•-TT-n FOr U2 ,AF[TY cticrru ON eHE 13` STQgY_-py-i[• LN%IY NASA. IAPCON Cr TY-aOP VaII-« r4l1y41[ IDwi m P,rfLYrgE PLUS APPUCAVLE ` g f loom w PANG ro EORLroIttlE 10 IXir1TCDREt[ ro ti1rO-°LIFT[ I ro [ONO CTC ro ICONCIIET[ PRESS:` C0Br4TmN NENaTI••L'(n.) RATPND ICONORM .A I.. BETE BLED« � BSI«. CONC�IE 1lObt t«�'E IILOCA CO.,ARE B�•„ OF ,1,FA, 8" N/A N/A N/A $• N/A 6` N/A $' N/A 7 a 2 (TOP) +5$o. -72.0 9' 7- 9' 9' 9- 9' 9- 9' 9' 1 9' 1 (BOTTOM) 5'-0' OR LESS 6' NJA N/A N/A 6' N/A 8' N/A 6' N/A I A 2 (TOP) +55.0 -72.0 9' S' 9' S. 7 I/2' 9` 9' 9' 9' 1 (BOITQM] 6' N/A N/A 1 N/A 6• N/A 6- N/A $• I Y/A 1 A 2 (TOP) 9' 4' g• g• p' 6' 6' 6' 8' ! 6' 1 (BOTTOM) SG.NED.';C.!_2__J&D1_fLDOB_kOW1L cONOTlors. @? BpTTo4 w: _C.➢._._1_f!2_� ASD MWM DESIGN D[sIGN PRTSSURF RATING Ear, Y s Sn' WTI F1loY TaP d AImLO RAY 1 (91m • 3' Lai FIWr ip ALtt) APPLICABLE TO SECTIONS E @ COMBINAT,O OF THEM LMI ENGTH PANEL LENGTH 'l' (ft.) T APC - - TD 0 o CR iC t /9.2 r 61-5 ,' ♦ 1/2' 4 T/Y 2 (BOTTOM) 7•-b' OR LESS -52.8 -66.0 3• 3' A• a' 2 (BOTTOM) 7'-a` OR LESS +SSO -72.0 2 1/2' 2 1/2- 4' 3 i/2- 2 (BOTTOM) 7--fi- OR LESS ,55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) 7' TIT TO e'-0- *55.0 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-G' TO e'-6• ✓N"Q, A. TILE(/ s3Lvp: ''SF'' • •' A No. 44167 wvAw ASD omN I M,. r,re3 LaLM FR65UI6 ROM¢ t' t!7 TILE.) f9F[ RLTrDl6) �" �„� ro YAu ruML D6NOrIloN •lea. -nD r-a• L J/•' w•RnTID S[L 9/QT I° FOR ANCHORS iWS ! SPACING FOR INSTAUIONS INTO WOOD RWA4 BULWIG MwMN MYYIOR SPACINGS AND WIMW EDGE INSTANCE ARE YOr.AIEO ON TINS SCHEDULE. FOP EO LESS R ON ,D ANCHOR 9•Ar,PIG IAILTIPLT1r}a CH DUCE ey CANN FACTO AT Srid11. ON 6CMFDInF Br THE F01.oWRYG FACTORS OOP IM6 UPCMIOM TO N POSSIftt. slel REDVCID SPACING OBTAINED USING FACTOR 9HLL rat E LESS TINT YRNlM sPACINc MOOARO MR LAC" ANCHOR TYPE AT AIgmRS ILGbO NOlgt lYR TAP00, Q TAP -«RP FA1� F••�•TE MY AIIOp sPADIR7 (Ar) J J J J 2 1/2 : In •rrq rNRArw ,,, a) J J J J J irA rAAy lOr«a Y« (N•1 ._ 1--- J _- .-J ,R - 3 ,n -- - A1/L Fi ODE � P11I7 3• Im Im - , 6 - rl FLORIDA SEE SHEETS lO, 11 AND 12 iW ANCHORS TYPE a SPACIREDUCE NG FOR N51N1AM,N5 INTO WOOD fRNK BlRlD01O 4NWNY ANCHOR SPACINGS AND wRYIIY EDDE DISTANCE ARE PNpIGTLD ON THIS SCHEDULE FOR EO..E,S fIMN PIpGTFD Orl $CINFWLE ANCHOR SPACING B'+' MULTIPLYING $PACING SHOWN ON SCHEDULC BY THE rpLLOMNG FACTORS. FOR THIS OPERATOR TO E POSSIBLE. REDUCED SPACING OBTAIlgO USING •ACTOR SHALL NOT N LESS THAN YNYIM SPACING mOrAIEO FOR CALM ANCHOR TYPE A7 AMCr0r1, LEGEND A1A�TR -1/:I Illtp 1/41 V W-BLIP 1/♦'P ••'��R 1/4•P �� IJ4'. rAu-R _�/4"... SOUR-9ET - YR AIImIDR W"AGO M) J 3 J 3 ) ,n _ J 'n AQK fA �t�� FAC 10R I/7• I n a DD - OO U - m J - IMIRYUM IMXMLl1 ANOOeS SPIiYifi FOR [A � ] t n' ^ AS.O DESIGN TAPCON CI LAP -GRIP CYM-N PAr4UMiE REYNE O PAVEINATE T'LVS SOW Yt APPLIE,BC ,0 SECTORS f a Au:nvw PAN[L °�U� 'M`nw ro caaDRe'F TD j ealnvE TD wNCRErE m toNtx£IF ---r ro toNCRETE' to coNCR[Tc ---T- TO tONcarrE To CONCRETE To Cp"CRET€ r° car,rnErE w IX„xWCTe T° - CONfRLTL 4rr c°4eIrLAnoN or THEW L6NctN t• tn.) BLOC. BLp^R I BLOpI I BLOCK BLOCK BLOCK 8' NJA N/A N/A � 8' N/A 6' N/A 8' � N/A N/A N/A (TOP] N/A N/A 6` fl` fi' N/A ' N/A ' (BOTTOM) 6" � N/A -�-6' N/A ~- N/A I g- N/A g=-� N/A 8' N/A N/A N/A 2 (TOP) 6 I N/A N/A N/A 6' I N/A 5" I N/A 5' i N/A N/A f N/A i (BOTTOM) 55.5, -72.0 6 6' f N/A 4' N/F � N/A N/A N/A 6' � 6• NIA I S. 6" --T- 8' I N/A i 6' e' ----+--- b' N/A 6- N/A --;- N/A I N/A N/A J 8 4 (TOP) S (BOTTOM) >7'-5` TO a'-e' B NJA N/A - N/A �- 6• I N/A 6' I N/A (S' N/A N/A N/A 7 (TOP) 8` f' N/A N/A 6�_ 6' 6- S` g � g' NJA I N/A A @ 7 (BOTTOM) N/A NIA T2 1/2' b 1/1' 12 1/2' ' 8 I/4' 6 1/d' 6 T/1" 6 )/4' i 6 I/i N/A N/A 5 (70P/BpT70M) SOLO. -53.3 N/A N/A 12 1/2 6 i/f' ![ /2' E 1/4' 6 1/4' I 6 '/4' 6 I/1' I 6 1/4' N/A 1 N/A 6 (TOP/BOTTOM) e•-e' TO IV-2' 55.0E -72.0 N/A ! N/A 6 1/f' I N/A 6 I/f' N/A 6 1/l' 6 t/f' 6 I/4' � 6 1/4' N/A j N/A 6 (TOP/BOTTOM) B'-e' TO 11•-2' N/A N/A N/A W/A N/A N/A N/A N/A 6 I/4 6 IJf• ff 1/4' e. 9, ID (TOP) N/A N/A 6' ' 6• 6 1/4' 6 1/4' 8 (BOTTOM) 439E -480 g` a' N/A N/A N/A—}' NJA OR LESS S. }� � d. N/A A I N/A _ N/A N/A N/A B' 6' ff 1/4• ', 6 1/f' 9 (eOTTOM) 12,-d• � �� N/A N/A N/A 1 N/A NJA I N/A N/A N/A 6 1/4' ', 6 I/f• 6 1/f• 16 ;%4' 70 (BOTTOM) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS GLINT INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS lOA @ INSTALLATIONS AS PER SECTIONS I THRU I0. ON SHEETS 4, 5 A 6) ,a•� tEF AMu�/' � FLORIDA -(' '•. • S BUILDING CODE (FN h Velocity Nu cone tons) * N0. 4167 s °'°70 alEa' «c. 20 GAGE GALVANIZED STEEL STORY PANEL # - tits c- ST ENO=-�'�'�-•�`" � \ GLOBAL PROTECTKOi PRODUCTS, U.C. o,�..• FE Lop IL E C O INN: � so/�5,•.......... .eoo s.r sl sTr,EET nw ! E`x6ervTRNa cawAN+ G.IE. n. ]v,4 20-1IED ,y Sy�6 , €w •rY Yw>nR � ,« vrLONE tnr)6w-rw. rAx tugReP-rn} HrW "N4 I NNIH Tu4./TAn G-aroLTl° raw0' pIp6L N° RAILER A nun b.. rE "•'M r tRs[T e a a N1 i INSTALLATION INTO DETAILS FOR REGULAR PANELS�� EXISTING WOOD STRUCTURES do i11�, r- I - - 14-10 RANELMATE PLUS - 014-10 PANFLWOE PW5 ( _ ti -'0 PµELVATE PLUS • 6 t/4. O.C. W/ 1 7/8' THREATwtFADED PENETRATION l0 E THREADED PENEIRATION TO WOOD MEAGER THREADED PENETRATION TO 3 11000 HEADER EX671NG M+Oi00 HEADER REQUIRED T--' EaSTIN° WOOD HEADER i I ' ' R /•` nt ! s ,/•' ox. 4 V•' of 7 WOOD HEADER 1 2' REWIRED- - I IYo00 HEADER REQwRFD - 2' 3IIM1 � j j � Itits SC1F01AE Ox S6 $C/[D0E ON � i to 5,][DWL TIN CH SHELL e FOR Yfn. S[PARA � _ 9tEt a RR Yn. YPARAtIax I I_ 9•¢T e r0R YN. SEPAMnoN ro ELAN, ro auAea l D olAsa. : 4a. PANEL LENGTH NOTE I) ) Iba. PANEL IENGrH I (SFF NOTE I) YD. PANIC lE•IGtH I S e/ )/ei a I ]/Jr 1YRY Y7} (SEE � , � ( 1/:r-JOrt' SS ;, I Y S e/ }/I•I , * ]/37• MNG rn • � 1 I ,/a•A-l:,n• SS Y.S. I ]/3Y rMa MILL • � (sCC NOlF 1) iw I i i s C4E11T POTIAP ` : I e E\OR O.9lM ! l J e EMIP' OA'WAP 1 Iljj ' I 5DR OF 1• Ma I SOW OF L• YAM r � I� a 7' NAM I � E0. f twN' sn a EQ. . I a 7 ,/rot. � lic Yin oW _ r ' - cc to, RI • JG SCREWS ; - _ f- OC /2• 2'.4• WOOD PLATE } REQIAAED '. 2•.4• W000 PLATE 14-,0 PANELMAIE PLUr -O REOURED (� •� 2'.4• WOOD PULE _ REWREO I I MN THREADED PENErRAT10N AT 1..' 6 T/4 OC W/ I 7/e' I , f MICWTH OF PLATE TIIREMDED PENETRATION D Mw WIDTH OF PLATE 1/4'r t SCREWS e 6' O, STAGGERED SUr•''12- wj 111 STUD II + 1/r WTRREAN DE D PENETRATION DIRECT SHIN HTALLAT" SCALE 3/6-1' DIRECT MOUNT INSTALLATION DIRECT MOUNT vnNG INSTALLAnON aLwiaw NOTES: STALE }/a-1' SCALE 3/6-T• 1. INSTALLATIONS FOR ALTERNATIVES BW, 9W A 10W ONLY VALID FOR 1,IHIIIUIN BUILDINGS WITH AS.O. DESIGN LOADS UP TO +♦3.-48.0 O.s.f. AND N•" A, TIT"""', PANELS LENGTH UP TO 12'-VE ,++`�•`Q�•.....,,�/T✓4iMy •LENS 2. FOR NEW WOOD FRAME CONSTRUCiX)N-. WOOD MEMBERS TO BE SOUTHERN P, '••:� s s Ste: J F PINE NO. 2, W/ SPECIFIC OENSti`r NOTE FOR COIeBIPlAT10N pF SECTIONS: OF 0.55 OR EQUAL. . s N0. 41 ,k = FLORIDA BUILDING CODE (Nigh Velocity Mu w�0 ntK°' "'t 20 GAGE GALVANIZED STEEL STORM PANEL icons Zone TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO Stiff ANY _ * '• � R'•, ST TE -�' •--, ' GLOBAL PROTECTION PRODUCTS, LLC. Nn/71ns7b Mrt INSTALLATION r y� -=.,90: fC IR10E, :In[•- �,�Ozj 'IL ECOINL: i°u7 4600 sW. 61 s}Ie[T v •..=G-r.+LTEnA 7o�TRa a telaN un °`•'E� n� w" luD b.. P E �-I M INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM �'� • °" °t '/ INTO EXISTING WOOD STRUCTURES / III WTI ,WOOK, H PET:ATwIm» 10 tr+2 SYNC WooD rIA1xR ,I I - I 8� I i • J f I i l ! EO) � D E01 E0i i _I E01 ARDNI OI«ICC ALTERNATIVE i ALTERNATIVE 2 THIS) (SEL'� E xL scnEoutE I oN DOLT I, TOR NM , lT '� � XL'AAALION I ! I 10 GlAi1 � -� � l I CIO '!I ! E01 tM I I TO E01 , _ � - 1 I IN000 WATT _ - '� - £'• - I WOCO PLEA,[ I RlDYR[0 REOJREO I..I I t ALTERNATIVE 3 ALTERNATIVE 4 ! 2•EO PLATE NEOURED i/4'r IR[ SCREWS • 6' Ot. r/ t I/2' Yln. T,IRFJD[D PDNETRATIDx OR i r]/e• LONG WVS 8VD4RO W/ ,/MILD. /4-A-2o,r s, N, a a• oc FRAME R ALTERNATIVE 1/A'r-7a PN2EIAMT[ r[EYAF O M WOOD CONDITIONS A ANCHOR LOCATIONS PNlIX•T[ PtuS • e' O.0 W// 1 1/2' Mh ,Gil ]/e• IMR(A0D PEN[iN,1Y}R TO TESTING 11000 PLATE WALL MOUNTING INSTALLATION NOTE SHUIICR 1R•CIlS NDI seNO,rR rpq „A"Al,ll.l.lr A; TIT[/T✓ CLARITY ALTERNATIVE 1W �Q`::''•CEN � ALMA ]/r - ,• = 3. J _ 7 - No. FLORIDA BUILDING CODE (High Yelocit Hurricane Zone z* ep a1ETm' °1C 20 GAGE GALVANIZED STEEL STORY PANEL `P Br. �AUAT10N5 ARE ONLY VALID FDR BUILDINGS WITH AS.D. DCS'GN ;pNS SIP TO .sss, -72.a w AND PAArL's LEAarH w ro e'-°'. %y9p'•. FC R\0��"`--=--�• ` � GLOBAL PROTECTION PRODUCTS, I.I.C. '\, °'Jano6D 2. FOR NEW WD00 FRAME CONSTRUCTION. W000 Mf3NBFJ[S 10 BE SOUTHERN i,A•OKO3,'"• (C�ET.j��, I I L E C O IRO. ,BOOS sY S• STREET PR! No. 2 W/ SIN;QWC DENSITY OI 0.53 OR EQUAL- S) AL �,V �'��"l '"'}lllllll 1WYr TESTING a [N6NIELIIYxO COMPANY DNA[. R ssSt4 IIHNA"I' a« (rlMra n m« AaE (RMHe6->NS. rN:. la5•)aee-QA) 2D-T 76 DRARR•G N°' PE SVL/9N«nAS/M/E CMOp0elte MALtd A nuR P [. eA'L-+Y - b.. «+ i SHRT IS M M ^W W W U N Q O � � Cu wp � N CIO -CU 2 � n0tt `v LL O CIO .0 -0Cn a) L 0 Q a i � � �4 ICU CZ N 0 O CLL U �'^ R' V / Cu w = Q Z Z Q J SHEET NO. SH 1.1 -t - I - I I I I 1- I L '- —I - _ 1 I I 11 II I I --_ - I I 1 I I II I -11 _ I''1119®1"1 wlllll I" II ' -_ - - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, IS @ 20) - - 3' MAX. Sy17. AA/17, MIT& U/T7, 46/17, s•/1e. 3' MAX I* !IN 5AW/Te, 7Aw/'9 @ "W/20 *wv/n. 7M/19 @ MW/i0 I• MP4. o.M.nr(1- -' - - - O O O O O O ^ 1 �I l I l I; 1 i - -- --- I WLwuA St3Aa Pall I U[T SV[T• RCPY Pali w6U.W STT/1Y PMQ A; i . I 4'• 2Gr• SS YS A PANEL LCNC H I I BOLTS wnnv . ,i/],• 1- 0 1, . - � I I - it --- ` MND rlln OWNER AT (SEE SCHEDULE) ll. j uwl� �� j e I I I j ----- -- -- -' --- -- __ ....I .fif )iori:Th3 'r,T- .'+-" ----- -- . ..-- ___ 6. LOGigI, • JC SMM II •Arn BeITDY d>rEss I 1 D.Y..®DrCjy -"w"/'P- fee lad a IST + Rae Rase `�AP- - SA/T7, UI Wis.J•/T7, le/17. 54VIe, 3- hi V; I. MIN. GAW'/,f. 7Aw/19 @ MW/20 A,pLrppmIOR e!w'/n. iw/n @ WN/20 r' M1". - - ANCHORS (SEE SECTIONS ON SHEETS 17, le. 15 @ 20). - OPTION2 FOR LIFE SAFETY STORM PANEL'S ELEVATION SCALE 3/16--I- Cw 1T a ]m . •.� [Mt O.w+M -r Wr ,DE `aUa1T \T l m! _ -_ ._ y tUu'c swETT PAYp g ,/ - _/"e ` �w EXTERIOR L SECTION A —A SCALE 3/16•-r' ,�wlrTlrr. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s.f.) AND �' 7kl/r CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ==•`�3A 'jr'Eii ''' ✓. : SE i No. 44167 : - I * :*i FLORIDA BUILDING CODE (NI h Velocity NO cone Zane C2= nirm. rC SQP'•. ROI IDi` �.r ip 20 GAGE GALVANIZED STEEL STORY PANEL rP KlAfrr er ,,.� GLOBAL PROTECTION PRODUCTS. U C. -//��Ti1 E�? c o LNG. , .�:r ,,,THEY IUSL /--TESING a [s"PUFFw+Na COVINK, 6tlM, A. wI. t' .a.. osi'n`I-IW r""'oeq•P00•'i" 1.IAA , I-)M-Te.s 10 (H.NN-mnl 20-175 Pa SAL/°GA4TOWF/D.IF SA-D006719 row", DPb- Nr. TRUER A TMR N, P.E ow ix OI 26 VOAMA ;MUM INSTALLATION A.S.O. Max. PANEL LENGTH MINIMUM SEPARATION I PANEL DESIGN PRESSURE L (f1J TO GLASS CONURION RATING (p-s.E.) (SEE SECTIONS) +55.0, -72.0 g'-g" 2 3/a' I UNBOUED DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' TAPCON ANCHORS _ •14• TAptpN ANE1R)R5 ,/i TAPCON ANCHORS I. �i rA➢CON ANCHORS; e 9' O.C. O 9' O.0 a 9' CC 11 . POURED 7 OR FC I , ausew 1 - - 0 9' OC POURED Cp�11FCRETE POURED REC��E BETE. �C�IETC POURED CONCRETE BLOCK REOUTAED {!- � BLOCK REQUIRED 1 9LOCK REQUIRED ' •�' BLOC.cCONCRETE ' a REQUIRED r .. MRr. - 11D.. IIe. I / E O.I 1 LOW ' Ep• • 1 1 E.0 CONT I I 1 �rUMON.M. - -f n N � `1� I r F PInQA �.V' � 1AY, RWropMpx to (� 1'•�WII I.—N l3R '"' o 1 1Q, r) � `� I WSG.Ow] W .. I- � '� tM@Nl OM - �y` Iq i q�¢ ,q� � ( wrm ,q � yzI C�SKjO,y � A �SISi!N5J � 19 �SK4-J S � � EW7n5n5ttG J � 4 fi J� � dA _Gjj� I a� I Ry+ - J n� i a i � d� 1 I i l� , , 1 - P�.�RA yt{, I ; � �'-.. J�. I -- ysr wnR rArt e � $ - 1 r " ' �. ]nY ..w ,IT w � � � I -- I i '""7 D.D4.. "ll� � � ; D[,!). ,MBA, 1 I t 1 I I I I ! 1 I i I rRp} � I fc-], ' 1 4,(n '^�C7N'i { ) I _ S II B 1_ I! e 1 rr 6- I E.O• � EDa 'I - - ! 1/2 E" t �_,j4•.-20 1/4T.5. Ys w/ " ys•s-ImJ/as.IYs. w/ 1 /e'a3/32' YIPK) NUT WASNEP r 7/e'/x3/3Y wuG NlR WASHER I e 12 1/2. O.0 (BEYOND) ,JeO . J/32' WING NUT any \ ��•-.he's . 3/32' WPW ! WASHER O 72 ljI' D.L. '. enL NN WASHER (13E1'ONO) i .'," 7APGO4 ANCHORS 1,4' IAPtON ANCHORS _W• COf. TAPANCHORS 1 4' TAPCON e { I/2. 9.c i . 1/2' v.t { 1/2• oc �"M (STAGGERED w/ STUD) (STAGGERED *It mo) • o.c POURED CONCRETE n0uRE0 COMCILETE POURED CONCRETE - ±'litxEO CONIC EYE OR CONCRETE BLOCK OR CONCRETE BLOC. OR CONCRETE BLOCK OR CONCRETE BLOCK REOUeIED REQUIRED REQUIRED REQUIRED MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL YOUNTiNG INSTALLATN]N WALL MOUNTING INSTALLATION SECTION 3A SECTION ]B SECTION 4A SECTION 48 O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/e'-l` SCALE J/e'-,- SCALE 3/8'-,' SCALE 3/e'-1' ][t MILLT le @ 20 MR A7Cr1016 1Y'PE + Svm. WAGING [a INSTALLATIONS MD WOOD YLL AITMCA 1rlrl• (N ] MALE BulDA10. YIMNJM NO10R $I•KMOS AND WHAM LmftPmar,Ix FiwW M) ] CDGC 0,5ta10E art rlpGTm ON T,AS tx]m!Aa FOP ED lass THAN ICOM ...-I)-`---.-.__ o.rr e•r W.) __ �� ] SbtD!AL REnUCE AxogR 9PA[WO BY, IAarnLmro sPKTNc slq+N ON SCHEDULE lll'AR ca as owmeng rM:10e BY THE ET]ILDwa10 FACTORS FOR nay OPFALTON To N PDSMBLE A[fKICEO _ , ,/]• As sPKRc OeTAIIED TI11W0 cola 4aLL Not N ,ass TwN �SPACra a.orATm -. - ] ,/r - FOR EACH Yana IYPe ON Has scnEana r I. BUILDING CODE • POURED CONCRETE OR CONCRETE BLOCK STRUCTURES In POURED CONCRETE DR to"[BETE BLocii REQUIRED r �, -1 EO• r•-=1,=- I I —f flr•Ia:wI I wmtrp I •)aa I ExrsrSITY,�' GA I PANEJwATE PLUS W/ i/e'/ . 3/17' wnFc NUT ItA51WTt e e t/a' O.C. (•GLARED CONtR[TE OR CONCRETE BLOCK REWIRED WALL MOUNTING INSTALLATION �TION SECTION 3A O REGULAR PANEL ,/.-. rL SIDE SHEET Ie isBIDCON ANd•as WIN Nation T"vm. ,/a•• -rwiiCiiuE aPKJ,G fa araTAW110r1a afro worn _ ] ] FRAME eunele, ftN,W ANCHOR SPACINGS NO YWwKIV ED0[ DISTANCE ARE INDICATED ON T,16 r. ea,a eAla• 0+) '"r•n•aD !cwPw 0+) ] ] scTEDUIE TOIL LD. l)ss TWA rarwlm ON sc,tmua RFnICF ANCrIa sPKwc n as rr1 i orr.M er lw -- ] s ,n - AORIL to Om meeAl tWL10R IA11Li1R,rW avKra synrN ON sI•Nm1Aa BY THE FOILONC FACTORS, FOR THIS d•DUTpN TD BEPOSSeLE (EMKLO , ,n• � _ _ _ lPI,LSL DwrAYlCO USN' FKia 5]wLL Ax)r BE uss THAN YNMW SPACING NdGTCb [ EACH ANDR TYPE ONT,lS 8f]eDUIE a pr ] ,/,. ]• _ _ - - I 1p IN POURED CONCIETE OR CONCRETE etpcu REOUWEp !-'> } _ 1114. ' Mw. I I 1 EO• /yam CDM I 1 I ---f, 1 � h { e 1 G ExIS11NEa.j � 'dt GLASS 1 yy I 17 i� I � j I i � I 14; �ir•-]o u _ ' 1 r 1 I I OR CONCRETE a. e EA �- �14-t0Y PANFLLMTE PLUS W/ /8's a 3/3I' WHO Ntrt wl9fA (BEYOND) tNIMRFD CONCRETE RFOUREO BLOCK WALL MOUNTING INSTALLATION SECTION SR O LIFE SAFETY PANEL IYnnuryM/k . SPREE 1/e'-1" r--I INSTALLATION EXISTING U C .� co U 'a 0- O O _C)O ^^'' W O 1— ..i..i . � V J Q INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEMOPIUM Nora: „ IO E_ HANG entaEl P cvctstiE INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES ._.. '_ _ _ _ _ _ _ E-1 HANG STORM ANTI SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (p.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN AN EMBEDMENT G TAPCON ANCHORS AND PAHEl11rArE FFIAALE ID @ PANELMATE PLUS INTO CONCRETE I P � B., I NI4IUM ,r_ - � _ _ .i . - ( _ - _ ! . j., _ .. ACCORDANCE WITH THE 2020 (TITS EDITION) OF THE FLORIDA BUILDING CODE BLOCK 51Uu BE 1 t/ G f +S{^� A '-'_ �'A t•"----- _ 1 V DESIGN WIND LOADS SwYI BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B.2} MINIMUM EMBEDMENT OF 1/4-6 K 7/6• CrWI-IN ANCHORS SHALL � IS 7/8' INTO CONCRETF- Fpt A WIND SPEED AS REOu1RED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NOW lp EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED WOOD MF19ER W`c1° HEADER -'�1 'Aoop 'IU'pER wopp 1!FADF'R - { � I FOR A DIREC110NALfEY FACTOR No-0,85. USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) 1/4" h20 55 SIDEWALK BOLTS USED SMALr. j. L 8E LONG CNOUGN(SIt0UL0 ANY t)k15H MATERIAL EXIST) TO �� d -� ' REOU�AEp <, hA�F` TtEwIWID � rtEOuatm DESIGN PRESSURE RATINGS INDICATED ON SHEERS 2$ @ 26. �� 1/{'/ TAPCON O 6' O.C. jf''� 1/1"., TAPCON a 8' O.C. ENGAGE 3/4' INTO ANCHORS. �..j y LL) 1 1'• TAPCON ° e' O.C. I . • TAPOON a e' O.0 t/P/ TAPCON a 6' Ob --'- 1/Cr rAPcoN a e' OC. - WE 1 t/Z' YIN. THREADED ) W//?' WN. THREADED IN ORDER TO VERIFY i1sE ABOVE CONORIpN, ULTIMATE DESIGN WIND LOWS DETERMINED PER A.CE T-,e Q 1'a J= • %, ,/7• YIN. THREADED 1 - i W t t/2' W. iNRFi.OF➢ � W/t 1/7' WIN . 1tmFApEC � W/1 1/2' ION. THREADED -.� 1 PRAiwN AT wop0 i PENETRATION A7 WOOD SHAH BE V'!RSi REDUCED TO 0.5.D. DES" WR1D LOADS 8Y MULTIPLYING THEM BY 0.8 IN ORDER 70 B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ,X•I THE EXISTING wK1_ " •"" I:`_ PENETRATION Al r000 lldl AT [POW PENETRATION AT WOOF. I PENETRATION AT w000 ( I HEADER ry. ["' ! f l HEADER � ',)( 14AOFR ! HEADER � I HEADER _. I 1EA0°t t0 COMPARE THESE w/ VAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 @ 26. ANCHORS SHALL BE LONG ENOUGH *O REACH THE MAIN STRURURF BEHIND SUCH PANELS. ANCHORAGE' '- 1 1 i" IL-;L�?,, F:I '.� 1 �;, I I 1 51w.L e[ As YENnpNm K+ e.l) N:10 IN e.2) `J � � c. i � ! • ! 11 ) IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS pN THIS P'e D. AS TESTED WERE NOT OVER StAE55ED, A 317C INCREASE Cy'. _ 1, 2' , / • t/2' 1/2• , t/1 I,•',1/Z•IVa'i1/I,�I/,1//'IN KLOWABLE SiRCS$ FpRWIND LOADS WAS NDLUSEDIN7HEer ANALYSIS FASTENERS SPACING TO W000 HAS BEEN `�•0LS_ ,1/1•1LYwIjYw.IIYv,JjI'TrOrIYe.jj 1{! IMo.rDEtERWNEO IN ACCORDANCE tY1rHM0520t5(C)ANCHORS SHALLBE INS(ALLED rDILOWING ALL OFinE RECOMMENWTgNS AND SPECIEICA710N5 OiTHE ANCHOR'So=��,!�.i�-'iII�I-'�'I�',��'WOOD HEADER-�-Y�W000 NEARER�-j�STp[tMPANEL'S AOEOUACYFOR IMPKTAND FATIGUE RESISTANCE IL/S BEENVERaIED IK KCOR04NCE N1TH SEC71pN i628 OF �•N.flF+frI,.1��11i� REDu'RED�«ED!ARr�Ti!^r„7'THE ABOvE MEMIpNED CODE AS REq F[NCSTRATgN 7ESDNC IABORATORv.NCREPORT (2032, A$ PRpTOCpLS 7A5-101, ItrtS7W1 BE THE RESPONSIBRRYOF THE CONTRACTpR TOVERIFYTHE SpUfmNL55 pF iNE STRUCTURE WNCRE SIK7TtERU]yC, JICC�enT�O�'nTIaj(�'+j TA$-202 AND TA5-20J IS TO BE ATTK"ED TO INSURE PRCPEP ANCHORAGE tH15 SHUTTER gILKLpNLV�ATTKNED TpCONCRETE. BLOCK.Q•✓ZIRIS SYSTEN ILLS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE a THE OPENING KCESSING 'NE OPENING FROM THE if���_.._eYT�CANT��--f7;.1lL.i'ItOHi-I1DpglORWOODFRAMEBURDINGS ( 1 1 U���J - j /7 - � �� - sN51DE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTK IAT!pN 15 INTENpEp TO BC PERFORMED 1 � � �y I i ,,1, l,; � '..``. I � - /-(1 I. THE PKTKUTKNI GONiRACTOR IS TO $EK/CADI.K ALL SHVRER COMPONEM EIX:CS WHICH REMNH IN COMINUOUS d VR. SPAAAPON i w.. SP.AA,Oi FROM THE INSIDE Of STRUCTURE. COrITAC'T WITH THE BUILDING 10 PREVFM wW0/RAIN INTR11510N fAVIK Mb SEAL SHUTTER TRACKS AL1 MWND rULL '7 O 1 I Ex51R,G ro 01Id ',: ExtSTWG :. ro RAS ., wn. YPIIriIOH LENGTH i 'L' Mm. CUSS '=- ,� �� i •i yy, GU35 -'y- (� 9L14I#.aa 10 Q.ISS - 3. SERIES 1D00 N451KlATgN IS APPLICABLE TO SINGLE AND OIXIBIf HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED 10 BE d F•• ' PANEL efrlen, aN wA]T Iq PANEL LCNGTH DN se]1 ,q � (SEE SD,ED,AF PERFORMED iP0A1 THE M519E OF STRUCTURE I] Sl()7i/A PANEL RYSTALLAI,UN SHALL COMPLY WIIN SPECS INDICATED IN THIS Dw:wPJc Illl$ ANY BUILDING AND 20NNIG �4 I ($EL NOTE 1 RE � ; l• TM.. i (SEC NOT[ I eELOw} i' am EXISTING a. vm tl) ♦a.. ]O.RAT,DW i PANEL LENGTI, an SiPMVKIN PANEL LENGTH I ,W.. SEPAMIx)N GLASS REGULATIONS PROVIDED BY THE JURISDICTION WHINE PERMIT IS APPLIED 70 (TD [ FXbTmG - to alS � (SEE NOTE , FLOW) �T]� fe awS3 _ ISLE NOTE I BEt Ow) I 10 GLASS 'i YO•' i 'L' Yw. a. SERI[S 2000 INS7KU7gN 5 APPLICABLE 10 SINGLE AND OOU81C NUNC AND HOR120kiA: SL.DERS STYLE W+NIX}W5 WHEN - GLASS _L I. (N]. � n.. I r GU55 gyp_ —lam - �, I (� y�y,rM PANEL LENGTH - PANEL LENGTH INSTALLATION t5 REQUIRED TO 8E PERFORMED FROM THE INSIDE OF SfRVCTVRC. 14 ATRIUM w1ND01YS AND DOORS, INC. E - Z NANC STORM PANEL SySTJA" 15 PATENT PENNING � • aN 9rEE't ,q I 1/.•r-70.'• ; c-, � oK gs2r ,q I/4's-70.1' + WST1nIG� ON SMR ,q (SEE NOTE 1 BELOW) 1/4 i-10a,' ( _- ,� . i (SEE NOTE t 9[lpw) � . it $.S a.s w/ I :. -� t .. I I 1 55 Y.s. w/ ! -.� 1 q�55 55. Y.S. W/ .� � S. ALL N.Uu1NUM FttRUS10H5 t0 BE 6083-T6 µTOY AND TEMPER (UNLESS OTHERWISE NOTED) 15. (a) MIS PRODUCT EVµWT10N DOCLRiCM (PC D.) PREPARED By THIS ENGWEFF IS GENERIC ANp DOES NOT PROvIpE 7 C ��' _ ;r 9 7wnIG NVi3/lx'I :, � I "7 �r�J/32' ._�� , T7� NUr3/JZ' � _ INFORMATION FOR A SITE SPECIFIC PROJECT; '.{. WHERE THE SITE CONDITIONS DEVIATE FROM ME P.EO ` Ill � 111 `. � 1 '^ -1 ` S. ALI 11114 L ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-Hf4 ALLOY y '� t � 6' (6) CONTRACTOR '0 BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SArETY OF �; j , T{A•/ TAPCON Y j � i � I - � 7. µl STEEL SHEET MCIK PANELS 5Hµi HAVE STRUCTURAL QUALITY STEEL, ASTM A-851 CMA: 50 Yin., GALVANIZED STEEL THIS PRODUCT B/SED ON THIS PC.O PROVIDED HE/SHE DOES k07 DEVIATE FROM THE CCINpT1pN5 DETNLED ON - � I � ' -� s O.0 w/, 1/x - � � � � � DESIGNATION w/Fy. se 5 A•I (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY At SITE b THE CONTRACTOR'S RESPONSt81L.R1'. '� iiii I' r • WIN TNpFApED -' I .� PENEtPAiltlll AT - _ - . I B ALL SCREWS TO BE STAINLESS STEEL 394 OR 3t6 NSI SERIES DR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (<) trRS PRODUCT EVALUATION DOCUMENT 'AaLL BE CONSIDERED INVALID P MODIFIED. . 4,Dw10P, OF PLATE, j , }0018 W/ 50 Im YIF7D STRENGTH AND 90 H. 'ENSILE STRENCM @SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION tat 1.3.3 4 � � ��� �71 I (s) SITE SPECIFIC PROJECTS SItALL BE PREPARED Br A iLORIW REGISTERED ENGINEER OR ARCHITECT WHICH will ,i� � 6' ; [fir t.-Y � ll'e' � j �� i. BOLTS 10 8E ASiM A-107 GKVAWZEO STEEL. OR AISI 304 SERIES STNNLES$ STEEL. WTH 36 Kf. MINIMUM YIELD STRENGTH . BECOME TILE ENGINEER OF RECORD (E O.R.) FOR THE PRODUCT AND WYiO wTu eE RESPONSIBLE FOR ME PROPER USE OF THE P.E C. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SNKL . I� I (�1 iR (")' I I���� I I `� 10 AMC HORS 70 WALL 51WL BE AS FOLLOWS' Sl1BMR TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW E0. , EO . • a.: � _ I� i��� •�_ir-''�I(A)'-(e) THIS PEGSF64L 9FM ME WTE AND ORICINK 5[AI. AND SPJUTI)Fff Of THE aRpFE590NµENWNEEAOF {)0I�I CO�-�, ,CO.+rr+-1EO�1r I-�=- 1/ieIAPCONANCr10R$ A$ MANUFACTURED B!IT W BIxIDE%. RTC(YIN. Pc-119I P f,.) RECORD THATPREPARED :TCOM!•�t(RrTFO-~7/iI-20A3/IS.SYS. w/Lf0-,/{'/-20r31'SS45w EO--) I E0.-iJ 6-t%1•/%7/e•gALx-INANCTlDRS, AS MANUFACTURED BT DEWK7INC (YIN 1'c-1000 D.a: ) I)l'nl/3I'wnwNIL•//�1eSTCRMPANEL WNUFACTURER'S LABEL SHILL BE IDGTEO ON A READILY NSIBLE LOCATION AT$?PRY PANCL IN ���•„{„,/ � 7/e'hS/J7' w,NG Hui 1 _# •� j 1 -d - II{ - 10 PANEL W'T FEMALE ro @ PANELLMTE PLUS ANCNtktS, AS LUNVFACryRFO BY fLCO CONSTRUCfgN PRODUCTS --��. t;e1 . 3/12' nYG rwT '/>i•s . 3/32' WING WASTER O t2 t/2' OC ,j ,sA511FR (eL1pNDl Eq I E0. i (fc-31S0 PKI) ACCORDANCE WITH SECTION 1709.9.1 OF FLORIDA BUILDING CODE ONE tA�1 $+a41 BE PLACED FOR EVER, OPENING WASHER • 12 1/7' O.0 NlR W/SIEW (BEYOND) j _#,-__I_; 1 ( LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COPE J � � t/4'r TI!P'CON a e' D.L ' I r 1 1'r TAPCON O 6' OC _ 1 4'/ 1MCON a B' 0.[ '" B I 7/6'P . J/32' WN1G NUT 7 ) ! _ / //1 tHgFA0E0 {�_ 1 0.1 MINIMUM EMBEDMEM OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE ' J/l' AND 2' FOIL PANEWATE (STAOOEIlED W/ mo) {'�T/iTAocFREn w/ STW) ! P(T[TRATDN AT InDwIDTN � 2'ai LN709 PUTS ;1 _ 21a• WOOD PLATE 4 /9.1I v 3/37' WNG NUT FEMALE t0 @ PANELIMTE PLUS. ( • I. w/, t Y W THREADED W/, 1/I' TIN THTEApEp OF PLATE _ _ ._ .. , RE01ARE0 ! I HASHER O B '/•• O.C. gfpW,Ep `f wAsntR a (ecrpNol -. - ITgN AT ugWID1H .I �- P[t1E1RlIr10T1 AT WOw10TM I 1 Of PLATE - Cr PLATE --I- --- -�.•--a�§l..�OWOOD RI'tt , 9�� PUTF /,A-10 PANE11011F PLUS - i /tc-10 PN1[LLµTF Plyf$ 1 A2) MINIMUM EMBEDMETtT OF IJ4'0 Y 7/B• WK-M ANCHORS SMALL BE IS 7/B- I.Nt9 CONCRETE NO EMBEDMENT IN70 . � r¢w .: .. AM FINISH KMtER4LL SMALL BE PERMRTID it a wDop Pur[ 1,-.+• A000 Pu7E __ -"_._ _ e 6 I/i CC, w t 9/e' .� . _. e 6 I/i oc. w//1 7/e' 1 IFEOUIRED REbuIRFo WALL MOUNTING INSTALLATION WALL MOUNTWG INSTALLATION MIN . THREADED P�NEfRARpN WN. THREApCp PF}YETR11TIpN V 1/i •-20 55 SIDEWALK BOLTS USED SMALL BE LONG ENOUGTI(SHOUl6 ANY FINISH NATERIK EXIST) TO ENGAGE J/F' NHIN At MlOallpTIl OF PLATE AT MtDWTO1N OF PUTS - I INTO ANCHORS. N]rA ALTERNATIVE TAW O REGULAR PANEL ALTERNATIVE 79W -� -- -_ _ _ ;( F A. Tj "h, scKE 3/e'.1' O IJFE SAFETY PANEL '�E' �(/ Pam, ALTERNATIVE BBW WALL �A/s��LF�'fNG TALLATION W A.3) M LASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE cWNG ON THE EXISTING WALL O000 R �,.••"""••., /' y ,a LIFE SAFEEY PANEL SCALE 3/e'-1' i/i�l%lI.TL—IM AUERMTWE �J,j�M�M71N� ttjSTAL1ATION BOOR, MN:/qR5 SHKL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHINL• SUCH PANELS ANCHORAGE SHALL �: • VCENS ' '� :� uK.E ]/B'-t' SCALE 3/e•-I` PpnTli(/� O�jAREPANEL ,I.*Ni(,H (A �TiC(%�A`Ahr, O LIFE FETY PANEL BE A5 MENTiNED IN A,) AND M A.2}. y F' ••'• ,� '�� ,..... , '4P + �1 •,.. ., ✓ s, (B) TnEnr�aiDxcsLTE. �a = No. 44167 :_ �' �'\:� GEN$ SCALE 3/e•-1' � P.•'' \CEN$ '•• 9 y SCALE 3/8'-t' ? * * ,�; V f FLORIDA BUILDING CODE (High Velocity MET cone Zone), 3•: L f FLORIDA BUILDING CODE (High Velocity NurNeone tons -_ IJ{• r IAACON ANCHORS AS MANUFACTURED BY ITw. BIRLDEx. INC - TIt . - p*£ FLORIDA BUILDING CODE (High YWIoeN Hurricane Zone INSTKUTIOns ARE QNIr VALET FOR BUILDINGS 1MN A5.0 DESIGN LOADS UP TO .ss_s. -7z.c PSF AND PANELS LENGTH uv Io e'-e' NO.4 1 i •Into ,clan. «c. r• �' _ FPzo]o,AECO. weFP -1/i/x7/B• uux-IN ANCHORS,A5 MANurACTl/REpBYDEwALT we(Fm.tsonPsl'yJ''woenrzm•,c*:20 GAGE GALVANIZEDSTEEL STINIYPANELIxreNer?.N:*=20 GAGE GALVANIZED STEEL STORY PANELd,�Wr,III 11_t9PANELANTF FEAMIf ro AND PANELIAATEPLUS ANCHORS, AS MANUfAC,UREJ'BY ELCO c.ONSTAlJCt10N20GAGE GALVANIZED STEEL STORY PANELDw`wrPie.7FOR TEW ,VDOp FLUME CONSiRUC1ON'e000 MEYAE% l0 BE SI%JiHERN -:1INSTKUTgNS AqF ONLrVALE) raBtA1JNNGS WPM ASO DESIGN tl)AD5'-PILAF ND 2, w/SPECnCOFNSRYaD55 a EOLIK *: �uP ip .SSa.-72.0 PSF AND PANEL'S LENGTH W 10 6'-8"�*'�'e7PRODUCTS (t'm-2D71 pAi) TST-�--''/GLOBAL PROTECTION PRODUCTS. LLC.°`nl�"• •o••-n1�0/Q7/]•/]^••=tieALPRGTECTwNPRODucTs.LLc.ITLIEGOa�'et.rA°"E,j1IL.ECOENe°'Tt�GLOBAL PROTECTION PRODUCTS. LLC. ..qqIL�GOINC.,lm Sr !I SMFt 2 FOR NEw WOOD iwNE CDNSTRVtr10Nw9oD MEMBER$ TOBE SOtJINEAN�:'2p'•.Fj,\0,•,,ry✓l+caiv.lDwc. rLsuH��.2°-2L's.Y.s,s11EFTSc�.Sooss,mm PINE Np 7. W/ $PECtiE DENSm' OF 053 OR EOVAL ��AiAOjF•''.Ty/IOVALflaUta'♦/`,TpYYqfµYDWER1)]t•.�AF;SE/+.►r-..P.•muRsHrN,p(�(rl.KIM-Te,s,rActtn.Mw-a»720-t76FSa,rmalw• arms.Y•rPrgRE(I,S.)IW-TAyrAx(exkes-•mRt20-176aw....ssfwrrrlmaNMrwrrgEso.)4u-»ansllu.)aef-m720-176 DAL.--.1>•In,_,Swawr,-•e3IoAwNcIN yS.•-. IWq "I_Iar tYq rn_,>a �� � ( r„"r]N1N 111 PL %AL/MQIMTVIE/D.Tc DS-DOeeT,f ar "IqN /IMIY1 _ StA./aKaA.ME/MR U-mOl1i9 Tv� Pl rA-ODOITn WMRa as •WtER A RN !.. PE WILIER A lAln i. PL fIIQI A M M WWRII A TUUt F. -1.1 gQl lN (W 2.Htl _ _ ,.(lT WQl ]' Dr X Cn I MINI, t ILI a) ! AVAC CL I SEPARATION "�' .4 (n < I re Is I . IV �.'. C -0 COMPONENTS FOR SERIES 2000 dE 1000 E-Z HANG STORM PANELS r/24 ,3 (aEE NOTE , IKLOA) INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2 1' 1•/24 ''/2s ` "/ °"'/O ®•Q � (aa NDIc I eDow) PETh� '-0(� � •� PANEL 1•) INTO POURED CONCRETE OR CONCRETE BLOCK p«r sas roe toltuTE AacTnla: s[E Y MD. 2'/24 ► t'/24 ► a 5 AT x - _. 2 59,' -- ° EACH ONO \ I l�u pr`24 axlEY' r--�-- '' M�'" (tea 55 T x6) - -'. ,. ,4, .a.wa m,cE„ -_ _-j'a.,' SMS tsa SYAm,AI DN ..'_�' IN r I - 1/Z' a •uT ]q \ ars_ w •er m) � n a/ix' �e sanrr -_ � �" E4rPE,L r+Ic m ` - - _ IS.t98' (totK wroin) - _ - 2.250' � 2-591'— J p. r-I� - �- 1vn� "Pi+. j aNdlnc rcloWs \ [0MC1w1[ -1 wRn »�� � 6• 4'aI+ i°i]'' Y - � Y •%) EACH EIO pf ® fKFI ») 4 �•` Lq "'�'� A per, � 0 1>II 9D0At I'>_: 'r 3 -. - 12.500' (CFFECTNE w2)M) - , n 1 2.25D• �. _ � 1/1' - _ I 1 I ' IT';- T'?- ,- - Dq d � ,orrD manc,E A`■ - 1.350' -' - t.3:-0' - - t 1S0' - �.500" I ' h - 7 i T 1•- ,'1 I l'. I I � � j I 'I � � 1 I '__.�-d c,oso e REaI°'m�--c-:r-,--•cr- rolKa mra[w� � ! � ' E"s � W , I ;\ I. 1' I I �� 1 i I I I I I I I I i • I I 'RuwP - 5 t �Ir.to 1 � %:`oo ar --- - .o7s' I� D75' j I i I I I i I i coeD,rn _- ,. ( i, �J T I 2soo' I(,"}'J j l i I i i j I! � � -- 4 cNW. I t ��.�,.Cy Ir m Tn. 1 I i I I I � I I I I I I I • I I I I Sa asua r I I ` f ` �` 2�D' I1aa' I.. _ -_._ .._.1 .. it .. -.__.i :. I i I I _LL_. i.' I (. Qpyy 's.as. / O.OJa' YM IIKK r HEMMED 3900' I � II 7.5DD• ' 1 I 1 .. ! .) _ _ I � T ro,e , eDnr1' W ti S � 1 �«� ` ts¢ tKYA i I ,y �(E� '.x!4 2.657' I '. � I ) �-_ !.ti-NW- w .Pw sauq ' O.I.VAIeZED S1ID. FOGE ' - _ _ _ - I II1E� X 1 I x.oa]• . 5p J HEYUFo � T " i . ;� No•E z 3. , eaewr 1 - - d ' 7 I - S - I I '. OC TYP. ! ASIY A-653 f/ �iE �i i 2.244• � ( AHFL)I 1 (WtER1DA KEL) j.. (M!rAIOA PANEL) (END PN1EL) I I I I r/ KNO w.rt • I � � ' ! � \\ 1 S! / - ( PMIEI.)I j (W101NA PNr[) (I710 P4KL) (FWD PANEL) MEmOR P P � 1 !J I rsa •ANY) I termed! PaEu ' tsnvinll I t i I .+ c•Ax 50 MINIMUM DETAK � ( I i � i I I j ! I ' I '. HF NOTE 7, a . tl[1Ae SEE NOTE I. ], , BElow SE[ ND)E . '.. ! 'I SEE NOTE T. ], a BELOW 1,...' EDGE > c-6o cKv r �.� \ _ I i j' '' I � ', I � I I I, ! I I I 1 �� L-J' � i' IIItI ` 11711 j 5I�� PrP1JI ��I51_SITAu.A_�/{ee' ASS•A.)25•R?�I1+Ii'1wI�II�IIi(t[t�]�Ii�IIIlil-I1�I-I � 1 ,r i �.......-.-!ii`TO.,'Ir_-}•(�tIr'�,I"�.�,•1�I1wcri'�11' ��---�\�TI�It�wr'Y{%)•'II1�4,,IiIt�IIIIa-1ss0'-LJso-1!'ftih�fA?,i!�,I,�'.4�,�.�IiI;.ii��--T-teDPANEL$wI1I�.vrvon'�"'1�/.v-ms/i�i��{w��_-_6Z50•_.250'\2470"—+3,7.II/I+I'II�1//11I'��PwY1YlyTn! 1 I A CIO I I I I � j ' 1/'•tti3 I. 1.1 I I. ; ; : ' , itti B. .• N5. w 1 _ I `( I I Y _ I ..:_ � � I - � ., t>te-.a a2' wrolcwuis 1 R I _ � j i I I- I �LA7 , i -'IT i I I g4-ovptlAP . � --h � � 1 ; WNP rlr • Ir.. � � rj' _yA � T_�QSTORMPANEL1zoo'�IIi 4I�_ 1.I�i,�32wNDNwsII_�� : -' ,oxL• �'; I I IjG I II (' I I ��;I� �;II : � j i I 1 I ! I l i i i. i J I 'I. !� I '. I ); -� '. i I I ' I �' I I I! I I I, I I I I I I d , II REVERSED "h' TRACK � REVERSED "U" TRACK � � + _ � � I ! I I T�4! I. I I I I j I � I ' ��i-T-+--j�+� � I i � I _i_�, � ' �-----{ll] % --` J. _ I ♦ I I �„J.J: � _-`.L_ � I 1 .1.�11 , RL 50,4.DUta i SeL SGHFAr� b � � 1 I I --1- `--- - '• - -i -- - - L —'-•4 FANELMATE'(i)9) D"rol�,"lan z1 �w se,Fn is � 1 ��i----Y R I � � I � �i.t w.an. PANEL'S CKU ,)P _ _ SET NOTE 4 BE1Dw NOTL ] � - - - ' 1 .,/•••-zas/c• L I I n � 1 ra coaaETc ANCHORS: sra -,r--- _ I / y! M wEw w /.v-]wv: rrnn Yw SpYYigx I ]C,EI%M1E ON SNFF. xs: IDA rUoo SC%M: 1 1 1 1 T ENO PMIEI.$) ' ! Wyq � P_, I 3 fiKi W YIwM f 1 t0 QA5 1 LNIh OIMN Y 4Ceew w LEPAINTION SEE 56aWla I T/L'hT/Y' i( ' Mo. rCRALIi LOGMAI i 10 OAR 1 EVFIr/ �� I I I O.QM I ON Deaf ]J I Ter] IM • � I "ro wJ, SOLE ucTroa a sN¢T ze xnvWa pN� j 1 Fy To aAss. / rya' - ] � uu wr BE2Lou1Fo �-� (AL sEPAAI,TION � , eas sx '° cTAu � /1,• �s,/ S 1 �� W/ n[vYEO EDGE I SI 1-1 l - i•A� ,i.35C' ,' 1Pn ,• Yin AT ENO OR n' /Y , • • 1 inYws] I 1 � /� � B13 � �� y Qa©w/ a w/O@.O . �S' • USi PNCI O• TO l!E R15fALLfD AT FALM I 1Y/ I yy - - TYPICAL ELEVATI ggN�LL � ' 1. I 1 ) C_, I ` EbN PWAM I I / � i^- rose• e •� //.! '\ OV{MwG SVIlO ALrOAATN". S w%Ln � DIE TO FA�CKKJTA�IF pi•/Sf�N,IApTWwfr/ 1 I ; ` ; � ' - �/J ' ' AFAR NAIoIF i0 FA(]IRAE •r51ALLATION Si ' // \�, � � � I s INTENDED ro � IIISiJlLED TROY ' . - - 1 1 $ }/ I 1 I , r 12$- h � 12s' u WTFNpFD ro � INSTALLED rggr � a+S10E a STRUCTURE lI j i - i ram. p /, oIw ! � 1p ti i - E-Z HANG STD a/uANFL. /SYSTEM Iralx or sTRuctuu. Ir.FI �,,. , ! .�-L—'1--L 11 i � t I I �- ,-4 11 I S ---L- M�� I ! C�`)e �.. 1 .. ' ] T50' i I k B # . � 1 / i I I � �(� % ` ' 1 � I 4 � V MEMIAEO � ] I,/.1-10.] : Yi I I C', .-1/.' Ya. (::.P - I 1 ¢ I I / )A'.J W' r•e I � tx I � A )' �/� � I �. � V♦ Y•. cw r.I/,' us. w v,• Nn. GAP -I- I � iS �� :' i 1 I 1 I � Ir"r w ,r Pc r I � 1 �� Y 1 � I r I 1 � � ISOMETRIC VIEW DETAIL A I000• I � I 2.g00• j'' / _ ___ _�4 d , ROUNDED CORNER •ENDS Of PANEL'S I I 125' '. � I 1 I � ,. '� e J, (e — TRACKS AT TOP & . �`a©r/ a r/D ©. © \_/i�'_z : L� c��-/ .:�; 0 )$�P : I I��iYIk)�1� 1 IJ$i , L I /1``�Ii�fiENDUPW/HEMMEDEDGE,7so•SECTIONB-�.ia°dt1moNF1s10NIzaTw1 I ) i\�T I I �. (N , s) r i � I I I I I ( -- - - � , rJ. SECTION A -A >xxE ) Ixlu I I : _�"- II � �' I � I ^ 3 � � ; > I 0 '- I ' a5o' tlolla s/ar . r O£F€S L32' - '' AmuWm � J _ � It x � I _ M B..L� ,-_7 �•_ -j (TyP•) (1). DEFINITION DF CFINFs 1D00-. E - 1 HANG STOTBA PANEL SYSTEM CONSISTING OF PANEL . (� "� t _ I P. -�t - $' MAT.. - nDTFa.� ]os/♦• as anroe,E , , 2 AT BptTDM wl PµLL�ANFLWTE PLUS OR 1. LONG � —I t+-1 PYtyw,[V 1 I '\ � � - •-I/.kaa]/.' ( ) OEFRi(?IDfL..tX SERIES 200D: E - /HANG STORM VAN[L SYSTEM CONSISINO OF PANEL - w,�T xP[!+ /•,•_ n' cant. TRACKS TOP @ Bo1TpM. r.'•-mW.• Ml iuM t I rml®. �. .�, / Tn'w��/s�*¢wo Euw, � � es .n wrs]' +U ']t=IBAiiFli �5 ®Z"xsw Max. 1 UM. ILNGL P 1 �/i,NYmww tct � � �• 'b a ,•�°A1 s'•• m,bl[�Nnnw I l/r•»s .•� /:._„s,♦• (2) EMO PANELS SHALL KWAYS BE CONNECTED TO fXi NG SILL wµ1 BY MEAN5 OF / rKA Aen'"% y�„�v Fy DO ! `.` � S" , wa ,An a PAI �� (2) D PANELS S1W1 NWAY$ 0E CONNECTED TO 817TIOM TRKK OTI!ERWIS[ A STOP BAR ANELYATES OR. If USED JQI NTI.Y W/ 15' LONG ¢�}j1 rpKK AT BOT70N, CND PANEL$ oxroE+E A,rAaTAs ,� , In1M E '. "- ImK d f3t= lP4P,AE � '� � Ys w/,nL,,/y,. t"�w fsa 1 i 4 Wt0£ (go SHµI BE PROVIDED AT TOP OF SUCH PANELS. SMALL EE CONNECTFp TO (1) w/ 114Y-2oK3Je-'L.S. w// 7/ J/a2' ;� saAnus � (�!7�; -. � ,,,day � a ,� a wrn ») rAn BOB[-16 Num. ALLOY WING Nut DR 1/aY-20a3R' Yin. THUMBSCREW ,LAID TAPPED 1�7 (EZCFP7 A5 w s,m ») V I._ � IIQ eD®YIt -/I --ta tAE LT•a,3A,) � - (- 125' (S) IF ENO PANELS ARE CONNECTED TO BOTTOM TtLACK, CONNEC'AM1 $HALL CONSIST Or OESr�t18ED ON NOTE (3) LOUT). �. Ll I WALL AND DIRECT MOUNTING INST, olr YAn ,q �,,, � � ', 1/a•+-Z0.3/i M.S. w/ 7/8'h3/32• WMG NUi OR ,/{'e.J/A' Mn iHUYBSCNEW WALL MOUNTIN({I,jN$j• INip LAPPED BOTTOM TRKN LOGTION OF FASTENE7t5 MAY BE AT EITHER OF iW0 (3) E'OR CASES YnTEN END PANELS ARE USE JdNTLY W/ 15' LONG AT SECTION 2 E7F1ERgR fUi FLANGES OF END PANEL oY BUT END PANELS ARE NOT CONNECTED rp BOTTOM TRKK 2 ,Qsrcw BAR SECTION i � O I swE 3JB.1' FLOOR 10 CEWNC MOUNTING INST. BUILD -OUT MO 7INiz G1N�, ' 1�511K1 BE PROVIDED AT TOP OF SUCH PANEL SCALE 3/9-I• I �\ SECTION 3' /Y> (,) IN CASE THAT END PANELS ARE NOT CONNECTED i0 BOTTDV rRK7c (:.e A STOP BM �'-'l`Li I SECTIGN 4 ■ ■ ■ ! I IS ONLY USED AT TOP) AT LEAST TWO PANFas $Nµl BE CONNECTED TO BOTTOM TRACK (s). FOR INSTALLATIONS WHEN ENO PANEL LAID SOME INTERIOR PANEL ARE DIRECTLY (TN e.]/4O' I � �L SCALE 7J6.1SCw;E a/B-1' Hr USNG SPECS INDICATED ON NOTE (3} ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED TO E%ISTRIG SILL WALL B�MEANS OF PANCLNAlES, ONE PrtrRxxl PANEL -"� 5 re �0 po I �I p TO' EUApM TRACK IMY OCCUR AT KEY PANEL LOCATION MAY BE USED JOIN W/ TRACK (2) AT BOTTOM ATTKHINC BOTTOM TRACK i0 WALL USa �bYl (L) AT TO• rA5 \11/NHe1NF/l p '. tER A• TI/' � W/ Two PANEUMTEs FOLLOWING NG SI,OTWJ ON ELEVATION AND w/ f�ii] 1/2• j l j A M wn . d i1E]IascCOA¢ItBN D nYo6.(F�L7L PA Y•+" R A, T "'�i I I i C:/j (5) SEE SECTBy ANY MEANS MACK 40 ION ,', 3' @ ♦ ON SHEET 24 SEC ANCHOR SCHEDULE ON SHEET 25 Min EDGE DISTANCE TOR THIS INTERIOR PANEL USED Y w/ (2) ORES I 4 ' � ! C ® Ai ednDY, ern w .am a 36ro � �'�E ..,��/ I � 75°• � i J L_os5' (Ty.) �Aa'''y,CEN ••' ✓� CAS(2�) '� BeUE a�, �M,Wnnn�lll T`C„'N"rM "sc +"ETwAT a�Ac� PECTEELD T(O THE :_ETi @ wCM SIDE OF AlTFR¢iOVX vANFiiSiAAK D � I .aTK,ATroY T,x ON ]Nm » �P•'' �C EN ' �'�� W ! - I I � �� �'�ER ..... �C/j At6 THEM OVERLAPS OJER,APS RETAINED BY �. � ¢1is10i'1d�j = 4F' =' L I (�' : : � NO. 44167 : y�Q': ''• �CENF `''. �%•''� j j LADE ra rer.,.TIeY yL.mols: s No. 44167 ' Q , _.i ! ; :• 't ?i FLORIDA BUILDING CODE (NI h Y•IOclt NurricOrn Zone � �, - FLORIDA BUILDING CODE (Nth Velocity Murrleone Zone O lo. • If0T1DM McUHt3KD CAN, BL - : � FLORIDA BUILDING CODE (High Velocity NUT cone Zone �- _ .750• - - i ATE OF �: �0 11"`A' "F 20 CAGE GALVANIZED STEEL STORY PANEL r�P � N0.4 w�°'a'U0'°"20GAGEGALVANIZEDSTEELSTORKPANEL"I���rro��3�STAse]w°naF°'weillGALEGALVANIZEDSTEELSTORYPANEL 3'MPA••9�:.4•DAuwa..=�*zCtAINwer:©ITFOf,'Q.�rP,e,•j.r;•GRID-s-''-�..-;m/alamD't:.raP�.m/wmw�1�:_-JEn.L;r:xYccCOF,.•�AierroA,nxo73'x3M(Max.T ALUM. ANGLE8STOPBAR.!'�'GLOBAL PROTECTION PRODUCTS. U.C.$cFEE:,2•.r..L-�So.rz fILECOINeDOLL _•o'•,STA�-�a��'/ILECOENe\•GLOBALPROTECTIONPRODUCTS.U.C.aEJVFW;�x�n•��/�GUOBALPROTECTIONPRODUCTS.LLC.Z O�,rL.6�,MaEr. S, FrAEiIi9:."V"Wati7/\Ilex AM!IsIWEEIKRIIrE�wOINttt'LONGrIIIINMT3,��%��yrr./ANTastEn»],..,O,r.,COYellyPsaEbro•lr10YEeaep cOWoME.nw,araL�.DOTSs.r.a+stl�TmT.Im.,nsTlrPrlorEtu.toeR-]su.rAxIwWse-rnT20•-176F' �' .' (As.>ew-]s.s, ra- tu. 7 f a w. .. Sr M,.Y ow"a n. n,r 6063-TS Alum. ALLOY i� +.• . n.R'o,-Iw Ww >L /. fa ww. wawa A n,r wIoNL 20-178 ;. Pa. sExnKUA1TMyW1E +.li[AG 1-°00mu)t'i � tm-,"' I;_w 01 oAaaea w �A''oraNJON LFIN a srAl�vmuTaAE/oATF r:•• noN..u-oowTle m.. N�mR mw:No IY: ... o"I",_,w . Pon rrI_,rI I. + N Od,MNY .., T _ - s1YaT a a » lu LW Aw7EW . �wuF +..reiF - - , pq w.-,", I>�' tos.7w-]w. rAx� Lw)re-e», 20- t 76 Re Y.K1rXN.+uAE/oATF rA-omeT,I oAAAuo Ne J MEET ,] M » wKTER A. 1gyR a.., ,IL - R .To, YMXT H Or N A SHEET N0. SH 1,2 - - J— I_ I I - - - -11 I ! I I II II I I _-_ III _' " L' IL I1L! f"] IUgll111rt I' 1 _ I _11 - - - - _ I - — I 1 °n ' 1 '}II�1 I - - — - — -1I -- I It - _F1'-11 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.*.f.l AND CORRESPONDING YA1 YL' UY PANEL LENGTH ' SCHEDULE tl FOR SERIES 100012NO 1 Z HANG STORY PANEL (1) SYSTEM v SP OR PANE. -N.;'e. A R :VALID�N11� -:?4:- �._._� �El.ntMa i _r181t_S_3E)EEI_2St. A N I�[N) MMAJOILIUM WNKNAT1NPANE ES�0�NG Onpl) O GOMION ae .o -»3 + ro' (X2 LEss 1 29 6 / I 17011E D- 1. 3. i 2`11, l31Y T .6e0. -753 70' OR LESS 2 ]/e' 1 90LTCD • I a' A AIV 00LTEOw/ •- o,J/A- S.s M.SA W1.NGNVr AT OERIAD a a0x a PANEL LEN GTH MEASUREDBOTTOMM PANEL Iii.-I-11"101111171:41,1 - ..IIII A I=Iillt 2. I .P 1 1♦ RI. ..131 "• I-i: (it�1_ P WIM• MAXIMUM 4SoMAXIMUMDESIGN PRESSURE RATING P 1. W' ANCHORS SPACING E. D. +) 1/2' ^ I SECTIOSNTC „n Co1B14.1T ," W YW PNC I IC/101H 'L' F") TANS fALfl-1M P,NaCLIIAR RYNL C PANEUATE PLUS TO CONCETE 1TO CONCRETE10 COMICRETE K .TO CONGWn 10 ;L To CONCRETE 170 UOmCTIM.Dr 1 12' MIA 1 2 NA 12" H A 1 2 NA - 1' O (TOP) I t' 3` • 10• ]' S. 4' 5' 4' S I SOTi)+ 12 3' 12' S' B' e ' B' 6' i' (BOTTOM) ERkS 1006 ++ 66.0. -75.3 N/A ' - r 7" N/A I- --! N A i N/A I 6 1 2' / NIA T-. N A 1 N/A } - a i / 2 N/A ----�' N A / 12 1/2' t 1 ' / 11 ---2-" J N A ' (BOTTOM) 7C' ON LESS 3 TOP ) 11 12- N/A 12" N/A-1 B 1/2• N/A 1/2• N/A (BOTTOM) 1 12• N/A 12• NIA 1 12" N/A 12' ��]' N/A /A i (TOP) i j 1 I 6" 1 12• 9 /2' 1 12' 11' 12' n` 4' (BOTTOM) w LIMITED TO 56.0 P.s. f. AS. D. DESIGN PRESSURE RATING 4 SEX SHEET 26 FOR ANCHORS TYPE a WG SPACMR WSTALATIONS MID WOOD FRAME IL,A16 p MINIMUM ANCHOR AND I EDGE DISTANCE ON EDULEMULTIP FOR D LEVS OCKTI ON 5 INEDIU RED CE ANCHOR SPACING !LESS L ANCHOR SPFOR ION ByHIS SP e1 TO FOLWWUSI FACTORS FOR 9Y YULTR;nNO TROCHE O SCHEDULE n THE ULOR11 ON SUCED ,0 8E P099@LC SPACING SSOL SPAfJNR S NOTTHIS LESS T NG LIED NOT O MESS THAN Yh4AW SPACING PCIGTW FOR FALII ANCHOR TYPE AT EACH AN HORC PE AT ANCHORS LEGEND 1/4'R- 1/4•. t/4'R 1/4-. A11f10R TIM - hVCO! R VMFnLL T[ CAUl-M ,IIW A,NOIHOR 1FRFJRO J ) ] 9 1 /] T-R. MITI hAot40.W 0'U 3 ] 1/2 D 1/7 --- A[W EA QO@[ OMM FAACM In n --_ - ______T -im__t_ --._ 3_ - _ - ID1- - _--- 9] ,m - 3 , - - 11 - 1 I 1 REQUITES uP4 D1S1A74CE BETWEEN BOTTOM OF RAVEL 1 1 • ro , 2 ANDO eE z 0 - Now Y I ++ REQUIRES MP.. nwANa BETWEEN BOTTOM OF PANCL AND 0 TO BE 3/16' I 3/16• ( 4e. FLORIDA BUILDING COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1I _ - _ 15.725' (IOIAL WHOM) - _ 2A87' -.---12.500' (FITECTNE WDIM) --- - __ _ _t _- - 183• 1/.'P-2043/4' N i 250' - 750' - S.S. SRC RNETED ' - . - 8 I/� (TIP.) - - V F- .37.-_ _125' ,I) MKIL 0 6 1/4' _ 13So' - - 1 550' - OR 0 12 1/7' OC Soo t.350' - , 150" IDO' tee'- - 085a}•1]0' -.I - (MAY BE REVERSED) ti / T I - - - ( '_- .66� .688- .250-' - I r, 0, 024' MR, ARGIL *I 15 3.375" �84' 167 \� } I,S� ' , 'HEMMED I �.�- GALVANIZED STEEL TY? I. , 22• LOBO' -[7 qrJ. ,.Ol}• EDGE .sTII Ae53 I 1,I ,2- GMDE e80 �M9AMLM E YED I2125• ,I 08.•__j0"--I 125' I DGE I OETAR A 1 STORY PANEL 419 _ _ - - - - - - - - - - - —i f - .3.5 .- -::,I•P ; (i. ) O -1- - - LL 350, - 1.350' DRAMA 2.000" PANELS SHIM-4. RE INSTALLED ALRAYS - 2.357' - FROM AT END AT LEF�oE` o,' o2ANELi 0 2O 'H" HEADER (3) -F- TRACK (4) ANGLE WITH STUD 1YF TOP EDGE OF PANE, 0021' (MIST) ANE13 END VP- I GALVANIZED STEEL 375' I.270' "/ HEWED fDGC �J G ,'�': �� f ' Il ..�• P825� J 0.375' .,TOIL! 0.250A /r' \ 0.250"' = 1 407' P.62s•� !, J 1. -1 (- 'Ii - 2.26o• - t G ISOMETRIC VIEW DETAIL A 133'I - i s7o - . I 2yO't ROUNDED CORNER O ENDS OF PANEL'S s5i f a END UP W/ HEMMED EDGE. i %.625' 125' '--2 Ae' _ (N I S) 375' w J -T_ EDGE OF PATH, 2 500' I 091' 067- N SO KEY HOLE WASHER 3750' (TIP-) r 3f05-HIS4 ALUM ALL01' 072• 7s0' © KEY HOLE AT PANEL - '-' - A. 2.124' • XE SHEET 6 FOR ADDITIONAL I - 750' - .e13' ONLY VANS f R INST. LOTION IS I I I'. -( 091• 175' l WlT VALID TOIL IN51KU7KJN5 INTO _ O 1 1 250' , 375. 8 ������9" I f - _ P WOOD STRUCTURES I� MAX, LENGTH 1 '25G•_7 - 2.000• - 2.000• 3 750' It_ -- - ,93' 2,000' A aRlr 2 S4e' - t-. I18' J/ \` I 125 750' 25O` (�) REV. "H' HEADER O "U' HEADER � RTP 1 I' N Tp 5• YO.. -- - Y 7 - z 000" - - MAX. 16 ANGLE (RSLEEVE LENGTH 11 "EL TRACK 1© PANEL HANG R 3D00• farm fluor .an0.11", NY ,74• - 35."-- "t P, T ". �IE�, (,1 1/4' WIDE1 •w _ 200• ,Cl �,1Ep ........ Fl I___ _._ I A Q•." ' ✓ ti (USE ONLY FOR E-Z HANG STORM PANEL I It t' 858• I. - 450' 470" - 175- .,'ESN -, - =r S�: JCENi� --.Ii � SYSTEM) W63-TES ALUM. ALLOY i= ' 1.67I' I ) s 1. tI .}!D-(i. ' _ N0.44167 ?: FLORIDA BUILDING CODE Non High VelocityNu cone Zone o t�',' P 'lam 24. _ * s - nFF's. INC. r.P. 2.000• I.o00 F J r-�MN a S e MIN.. 24 GAGE GALVANIZED STEEL STORM PANEL i23•°•'' Lae' \pf I I s _- 61w,I n. 1 ('"! t.2! f T SEE SECTIONS off'._ \i z5o' L tb. X 0.• STATE OF ;Z M/27/f020 "�{•L•G\� -• 2.000' - - ,C2 MIN , Y y I I. E C C IHc. GLOBAL PROTECTION PRODUCTS, LLC. D,R qw I04" /� A ,,,OA TXIn �11116 a c w�M wmR. n fir .e0D s.R 61 11 oW!L R »314 d'fNn HOOF ssa _ta.e rAc s797 20-175 / OIN /3 BUILD -OUT "F" ©4 BUILD -OUT "F' TRACK 15 A ®WASHEREb WINGNUT a_aA - w TRACK ANGLE (ZAMAC 3 ALLOY) PE Sm"So.0toi DArt WARP A uT W. AE m «,n INSTALLATION DETAILS FOR REGULAR PANEL J) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION "ONCRETE ANCHORS (SEE SCHEDULE ON CONCRETE OR CONCRETE BLOCK (SEE SCHEDULES ON EXISTNG POURED CONCRETE SHEETS 9 THROUGH 10) OR CON PETS BLOCK OR CONCRETE BLOCK SHEETS 9 THROUGH r0} REOUMED. pEWIiFC. J T -, IJ(TERNATE LEG - £D. '. LO A CONCRETE ANCHORS EXISIING POURED ." � fONCRftE REOU12D I (SEE SCHEDULE ON A4 • - SHEETS 9 1HR000M 1U} "'. \L�• I ) j� t .: L TP I (al _ I. - ' - _- - 'IO va.mair i Tat scTRI M i -- - -"E7- ,;a- ...'. ;,,,• _ I /•• CONCRETE ANCHORS a '2 /2' oc 1 T� ( I I I 1 I (SEE SCREDDLE ON Ill, _ i I I I SHEETS 9 MROUGH 10) , 1 I 1/.Y-w ,' E-0 ' .^Is (gip . PI..I Pan I l" MO. / 1 ED I I W . 9 ", oC - A I I /'•/ I PANEL t£I•X,iH EXISTS _ ,'.;; yj�1 (SEE SCHEDULE i ON SHEET 3 GLASS I I �,' E.D C3 1 �\ Min. I 1 / SEPARATION II, MR SPACERaD i6 � TO G1A55. I ON SHEETS E 1 1 1 I { A LEA � ( I A, ,a PNp m TON TO GLASS I L/N'9-2e.t' (SEE SCHEDULE I,/1•.-m,' 9 A,'Dig Y 1 1 Leanl ad Y-fl .I. �.. 1 I ss. px, " 1 1 ON SHEET 3) ss 9oLn Y0 SPIDER -1 (SEE SCHEDULE ON b G �,p.© I 2 IO U oLOEM RI 9 I I ' PANEL LENGTH i STREET Sj AY ' N (Ia Ia MQ 'I' ALP.. i • r " M Fw RVl1 T� 1 ' p.0 f-11 PANEL y I , (SEE SCHEDULE I LR,:T1 LENCTR 1 I , f ON SHEEN J7 1 (SEE SCHEDULE 1 1 Mn. I , EXIST I SEPARATION I YG I EGlA55 -1 I � ON SHEET 3) �� s I ' ro GLASS. 1) (-: ; J a - -. V -.. T -_ 1(SEE SCHEDULE I SOIL - - r i i -, 5� i T '' AON SHEET ]) i I 1, I _. i I 1,1 *L• I i i t '. I 1 �41 I (,1 I 1 1 SOx E Il.�i' SPACER IT I ,-r I 10 t2 1/2' O.C. E 0 _}--�-� I , EA ' L£1+CN I CAALAXi P II 2 s P t/c cc I 1 is lai'rtv can C -----_ i______ I CONCRETE ANCHORS CONCRETE ANCHORS . �� I N EXISTING POURED __ ( (SEE SCHEDULE ON FI (? (SEE SCHEDULE ON ' CONCRETE ' EDGE 01 WALL OF Sub SHEETS 9 THROUGH 10) c% SHEETS 0 MROUGN 10) .9 2 I/O' LONG MAX. KUMINtiA1 4;,. `J SPACERS O 6 I 4' O.C. VALID FOR RECURRED (ANT. CONDITION) 3/A' ALL DESIGN LOA� AND PANEL XSTING POURED CONCRETE dt CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. �'\�\, OR CONCRETE BLOCK CONCREIT_ ANCHORS__ REWIRED. ,(� t' MMAXLOrG ALUMINUM SPACERS O REWIRED (SCE SCHEDULE ON _ _ C D_ _ �''' 12 I/2' O C. (SSEE TABLE /' ON 10 SHEETS 9 THROUGH } SHEETS 9 0 1 CEILING A&M MOUNTING BUILD-� WALL MOUNTING �DIRECCp7 MOUNT W/SPACERS ® OR 6oA 9 SCALE 3/8-1- �S`CA`L"E',3/8-I' RCCTION B SOWS 3Je-r ,..III.....IIIVM1., A. IJ1N ✓ ti • vCENSF •,9 0i ; % FLORIDA BUILDING CODE Non High Velocity Hurricon* Zone S c]D20 aTEM. Nc rA. - 4416 ' 3 0. 7 V 1 GAGE GAL AIRED STEEL STORM PANEL 2 = - DRAPN 9• =* * :*_= NOTE FOR COMBINATION OL5ECi14. I1 x -- - o7/Z7/N29 E.D. - EDGE DISTANCE "a'• STATE OF,= -Er----- �-- � I I L E C 0 ... GLOBAL PRDTECTKAI PRODUCTS, LLC. DOE: (SEE SCHEDULE ON TOP ESE BOTTOM MOUNTINGS CAN BE s9U '. F P- , lL - .eN Is it SPIED nM- ♦ coITPAYY ff-- ,&6, !Iw t M l.. VA.. ..pl P AI. OEMC r1 33),4 20-171 SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY s4 ,P�• .,(OLIO / � ' '�V RICH a.) .-Nate . tSN Ir,-,w MID,E (s31}EG9-71R.1. rrJt: ty6.J46I-1797 INSTALLATION. �M,, !p E . DMRP c N. w w w 'IuswwL *S /w,AnL---- U.�Ome7r9 IIfr11N10TRc !/StOMAA T54E/OATE WATER A TM.ft A.. P.E 9ICL it OF ,e INSTALLATION DETAILS FOR SERIES 2000 & 1000 E—Z HANG STORM PANEL �1) INTO EXISTING WOOD STRUCTURES I- '2' r THRCADETI P1NET1TATp, {J., _. . �JC i.- - ' ,• I /.". W X. SCnE p 6' 0: w� , EX.'TTG WXIO HEA7fR • .'• Y." THREIw °0 PE.P-1.1 I H(.Y.1ER RFGtISFO 1/."I ,A. SCRERS • 6' O.L "I O. ON EDDf W/ 1 '/]' INM iM,(N7[i hFNE'FAiIOn I TOLE rR-Wv wpS. •QADCR _ BETA R TO C YIL,Tn N{JyE 4 .v .� NIA P-- e N EA CC'C � a'1- ( Q I/ Z 2 Y5 e LEI f1,L (n a � IJ 1 6 ca, � ea• �: ]2 WP.c a . {{ oc � { � O �R., t _ I T— . FF FI4 ' Y S WE,r., e ` - a 1/•' e FA CND !. 1 H7WAUFD PENETPA',CN ` E -TTIf •-1aJi<' 'Ru S 1/'• V:" 1 S f 3 fT DETAIL '(2+ Y i , •LEA) YS. W/ )/6•n3/3]''O fiISIN4 WOO ,IFM[a 1 1- I -IARELOW) ��--I- W`IG�Mrt4i, 1I, !-r -,-�T t,F E1£RYffi Ii,TI I'I.EE DETNI. 1 :A J IT- 3/1E" Mvm PF;P WAr[T A Cov1 /1«1' 5Y$ 3 I,'., - NOTE '< iff LC#;ry a1.1 O= of 1t 1(D 1 s FA 'I o, p 1'- I _I (TIP ) `5• 1 � k � - "i_n/�/(SCc 7:0__!�_ .� OFTML „Ja 411 - to NOTE LOW m - wTu;r. HEADER RFO.:,.yO 1 .1: _ 2 9 16' ON _ ,- ZO.J/.- 5 ` - ..�. J -n SEPARATION m ] 9J1F 4 Its W „G,.111 l O GVSv T, CLX;1N .S i'J.:1/a' ;i A..v Ja l2' MUI p 'FJ v'LA9S MS .0 ,.J/])' 4 1 IAMD ML•1 R " 12' V C -_�. 1;III! i '6 WALL NN ,, ( CY_R' DV(RLAv 'W - "'; B' M j ', MRT OVEN _ I z P E ,.,P -x A_IA11v - /'SCWEw W C f u :+'N£W32 ._. • /1 ' . i I - -_fir - sr PN m, - EVES NUT a I/ ' EVE O p iIw $ " I n GAS. /I I E1,E,,. OVCPtAF CVFR1 U4R1F I i 1 I d { I e - I 65 . i I. 3 I Y - i `A §Pg 1 ,a a I j h 1 2 i ,Ac I W -:,,,! MI5 " 3 J•'t 3 h wwc vu S $ -. 1 I I I yl 1 'J p 1 e11'GC 1 3p 3 I I ( _ (r.J• MP T� _ l J I 6 - "I^- I' 29.3J: 1k .-E:NAR 1-1 ID U'^ i...- ( I I/.0 Ys W' _ - - 2 T//8 i.! !] G tit11/ I'm VAR PLUS W/ F l+^ I oI WN .. c { 1 I , Zn,v. '-1 CAR Ni- T - TH,ngLSCREW FALL N(/IC IA !tf LnWl 'LN{TNA'I�!.e N/ ]j8'n//J /3]'YwNLa. _j _ I - JC I I' Wn - . "1 LAG iCRElYS 0 6' J C W//' " "I 2'•.' 1 /:I-' '! •' Y 5 w W I - $ 1 ]5U THC 0485EP2.W ISLE J „(:' 4.n MRE40EG PENS .%.. II Tr R -R 7 8',. 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W( $PECVY DENSITY G 3.55 OR !'DUAL Q' . ✓ Fes; �`�GENS�( '•,•P '-"f ' FLORIDA BUILDING CODE (High VelocityHurr CC- Zone) e�Zts No. 4 * _ c-a;zP •arzc0. "" 20 GAGE GALVANIZED STEEL STORY PANEL SEE S+ CIF" ,'J• AND Sri 6. REQ1MElIEN'T3 FLF ,5F 3F SlCP EMIR Fu1 At T m .0 * _ WELL A5 pA (I) CawMCCTXIN (�1 DP (� A- 9Cn`•'.M. asEc ov T "ter" TF'Pc I ODO OP ]MIL E-- HATNIPII(1h CALF ON h",EFFT) LDtLWCP y-. _..- / O1/2G/]P2o ,�'.. STAT OF I : r -- r ' 9 . F F I _ a GLOBAL PROTECTION PRODUCTS, I.I.C. ILArz (0 Q IL E C C IHc wm . co�4arMW Or u,mnWS _ALTERHITIVE TOP H A R WOOD Ai�.t• . //_ �� ,�, 1W !,. S.�n ' G� /J'V�-/ f_1 TTLUI R5rWC k [WOlp AWE, �I.K, R Il],• ''"I', w[W ,�C 1 TOP A S TTf>4 M"JV kS CAN 6E 'C""Wo '4 - ION ! AA! HGR OC!T10N E,� .+ r .' . MR,, ..n- ,ffiN HArf N .Met -Leas, Fw NN3aKWP-GTF, 20- t 76 n•••• ., F11 ye! n, ,I .1 N L„E1�p AI t[: 'rU! ANY NSIAWi1ON r+`.�r. 1/:. t• FI I, , ( 1 I FETE I. M-AA K` oM..c . f 4LA451LwT JG..TE I NOTE 51•IRTEN TITRES No: S+DWH TOP CINATY _ A TAUT P.L - Ixow. +4i17 sKm Y a 2e XIMUM A.S.D. DESIGN PRESSURE RATING (p.a,-f.) AND CORRESPONDING i/4, 3/4, 4/5, 5/5 ! 6/5 fUY SINGLE PANEL (7 LENGTH "L" SCHEDULE ONLY FOR REGULAR STORY 2/4 I W/6, 2W/6, 3W/7 & 4W/7 5 INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK A WOOD (t) 3' wx__ ANCHORS (SEE SCHEDULE ON 3. MAX _3 I • MN o SHEETS 9. 10 411) --,. MITE �I�, cl IEc P/LNEII Erinixt mm SINGLE PANELS'I I RESTRAIMM AT EACH -_ _- _o — e , AT TDP DR BOTTOM FNO WRN TRACKS E3 DE -- - _ WITH TRACKS i1 OR La * QIJiECT MOUNTED AT EACH END* e � ___-__r--_-_+___,__-T___�r •I -, —_—.----.Tr_ MAXIMUM PANEL LENGTH "L+" OR 'I (ft.) 0 MAXIMUM A.5.D DESIGN PRESSURE RATING CONCRETE A WOOD INSTALLATIONS t (P...,) IN -) - I..,---- 100 17-0_ 71 0' 0 ➢_ -.. JOO f, AO -e".. IO-f0' 70'-0'_ 9 -,' 400 10 I • - 450_ 96 -,_ o s - - -a' - SOD - - - p . 550 f-7• 6-0• 600---. 8 -J. 7'-7_ 650 8'-0' r-,• 700 71-81 7-O' - SOIL T. 7 2- - __ ___ . 7-a' 6*-7, - ___ 6 3 ,- f30 93 0 6 9' 6 0 ,00.0 a 3• 3 11' 050 6 3' 3 D• s ]' - '100 - ,19 d 3' S' MAXIMUM PANEL LENGTH 'L+' OR "L-" (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATRIG CONCRETE & WOOD MISTALLATIONS t (P..0I P,-) L+ I L-- 20.0 14'-4• ,3*-0' _ 23.0 _ 12'-7 O' fC-7' ]00 ,I' -a' 10' 7' _ S50 'a. -,a. 0 9'- 400 9'-2'- -- ud _9'-6` B I' f'-7•- -._w.o -. f 7. f'-2 55.0 _ - - -B J. ?'-9* 60.0 o - I.-,.6.3.0 _ _A l f T-I'- . 700 "-5- L 7 6'-,,. - 676• rs�o f0._0 __- _.-7 6-5'-. 850 7 1 6'-J` F 900 d 9 _ I" 950f T -6,- 3-10' _ -f000 __ _6 J 6 J 5-7' 3 4' fo30 _r:D.a -T730 a ___ ,--,0'L. - 719.E ,'-I'. MWMUM SEPARATION TO GLASS SCHEDULE MAXIMUM tirWWD ST. I- 170 m.P IT1 WIND SPEED > 170 IT, p.n LENGTH PANEL L (") UNRESTRAINED j RESTRAINED IVNRE5TWNED RESTRtiNa 30 OR LESS I . i " 6' 6 ,/,- >33 TO 90 t' 1' 7 1/2' 1_- 1 1/2' —_- >90 TO 145 1. 7 1/2• 7 1/2' >1,6 TO led. ___I_ I• j i• -I 7 I,2• MIMIAAI ILA PANEL 1 FhIGTH flnl POR • GIVEN MOUNTING CONDITION I I 11 1 I' ' I i 1 1 i 1 !_ _ i I. I I .- _ .. . I W T - _1 ,,�;, 1 -I ��1 j 1- I ; A - I I I 'UNBOLTED PANELS j BOLTED PANELS W/ �N-20A 1' 1(SEE SECTIONS AS - I S S. N.S BOLT W/ O EA OVERLAP _ APPLICABLE) (SEE SECTIONS AS APPLICABLE) . , . I . I I I o I., "i 9 D.M..�.®, I a , -- I-. 1 . -;- - ' I - - ioI - j ! -- - -- 03 er 0 YN 0 of Na oI 2, Ill 7 MAx _ .3 IT 1N" 2/4 _ 1 /4, 3/4, 4/5. 5/5 & 6/5 1 MI". 1W/6, 2W/6, 3W/9 & AW/7I, - - ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 tit) REGULAR STORM PANEL C1) ELEVATION 2.687' N.1.5. 1/4' Ma GAP N (Mw. O,QiAP -1 1WOLE YNLEY) i- TOP 1.5.1t15' DIRECT i 'n' 'U' I y-Up I "I" TAXXE " BJILD-OUT Y' TRACK MOUNT j HEADER 1 H�� i ANGLE Tom• W i CLOSURES - I DREG MOUTH { 45. 32" 32' 1 35' 1 55' 50. 50• , , SY S' SfIO TINGLE --- 32' I, 1I- a7- 38' -� 7e" _ a r TRACK _ ss I 37•-- 3Y ' 4-i' I' EST 60 -- 60' fW -OUT "AK MJCAF SIDE CLOSURES _ -- --}��- 50• 32' 32' I, Se 60' S6' S6• I I SUI D-OUT SO'-!_ 32' j 32' 38. 60• 56' I56• '\ /M A>r OYR , /,..` `"P ,`1 `; ;i T �EECT •TIDAL A —AA —A !jl NOTC51 a(1) L+. MAXIMUM ALLOWAILE PANEL LEMM FOR A GIVEN POFINE ASD. DESCN LOW. L-: MAX ALLOWABLE PANEL WIDTH FOR A GIVEN NEWINE ,AS.D. DESIGN LOAD. (2) PROCEDURE ID DETERMINE WXPAUM PANEL LENGTH, I GIVEN A POSTIM ASo. OFSCN LOW. DETERMINE 1AXIRJN PANEL UDI I-' FROM SCREDULE GIVEN A NEGATIVE ASo DESGN LOW, DETERMINE MAXIMUM PAIOL LENGTH % FROM SCHEDULE.. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS COWL TO TMF MINIMUM OETERMINED PANEL LENGIH BETWEEN 7+' AND 'L-'. (3) SEE SO4EMZ BELOW FOR MINPANEL LENGTH FOR POROSITY QUALIFICATION t MSTALAIKOM WO WOOD ARE LAMED TO 1 95 P.s.l MAX A,SO. DESIGN PRESSURE RATING VEIL•` AS� 9, ID ! 11 FOR MAX A.S.D. DESIGN LOADS t MAX PANEL LENGTH$ FOR l SPAL•ER'a r�Tr,•`•. • [N - USED ' r _ \. Li '• v B FLORIDA BUILDING CODE (Non High VelocityHurr'cone Ions) * ;' D. 4416T e2o2p n,eco' INC T4 GAGE GALVANIZED STEEL STORM PANEL Dlw''B. �Nc 0iJ2p7,IE o.. E OF '-, 't-` -' -- lr IL Q GLOBAL PROTECTION PRODUCTS, LLC. • 5 -'ORIOa ''., F'31}t'�__ LL� TLaA Im" a EAKIN Ira car NKX SRf 11 VAEP 20-175 F�- y,A s al.N ./Yw^Av , ,II, ' ,: •.•a+.P+r AWwa ,I^• PFI D OY) or -,.a, MIdE (N476N-16,6. FA1 (sNM99-eT9: y, � W,-1r W u-000sr,o uM"ro FN: fw%w TtlllM/OAT R LTM7A. TAL.T Y.. .It Nln "tai ) OF ,4 INSTALLATION DETAINS FOR REGULAR PANEL (1 i INTO WOOD STRUCTURES )„____ i ( I SEPARATION I (,' ! �._-- I. I TO GLASS. I II' - FACT WOOD IS (SEE SCHEDULE ON / � ,/:•y ,• j isSCHEDULE I/•'t-Ia+' SHEET 11 ) I. 3,' BRi ON SHEET 3) 1 Q p n W ySi-[SDI ,/ IQ.{ p L t- -... T___ f- 1 Y r - 1 ' ', I I uuNI M .IV f-4I 1 ! I ( EXISTS. jw 0- ' WOOD PANEL LENGTH WOOD HEADER_ I rS 1 J _-i ! 2 W000 ANCHOR GLA55 (SEE SCHEDULES REWIRED - - 1 1 1 I ; -i ( (SEE SCHEDULE ON M I 1 __ _I _ , CAN SHEET I FpR ,�. rr�-III 7 • [( I SHEET i1) 1 ,-, -' i i 501L SPACER ( / { ',/2' r I I.OI ._.I SPACER _f 1 E /� f, 1 1 1 I - - LENGTH ILIA 1 AL• { -r , WOOD HEADER , j ' 1 2* i rl. I1 I REQUIRED �I� I EO --�-' - -'--- I 4 � l -1 i C ' i' Eo _ I '11 -_- Jr-ILil_I I 1 1' MAX . LONG ALUMINUM SPACERS O 12 I/2- - �- E L_1 1 I ®O.0 TABLE ON SHEET 11 I ( , �. (SEE /1 ) I I FOR LIMITATIONS FOR SEE NOTE •• BELOW I _ '`1 I 1 1 ( 11 1 SEPARATION _ MAX I 1 1/2' CONY. SLEEVES. SLEVV I I. 70 GLASS I PANEL LENGiII I I 1 PANEL LENGTH i , ( (SE I. SCHEWIf I I (SEE SLNEIXriE 1 I I 1 (SEE SC40ULF - 'I 1' I ON SHEET 3) I I _ PANEL WTE EFAN'LE O OR PANEL MATE ON SHEET 3) I ) I E ON SHEET J) ! PLUS ISEE SCHEDULE ON SHEET it) I ( I ! j1' / I SS Ia161W�i I f I I Yin i I I At a oWNP/P 1 -. 1 Aaa Rwn ' (LED( I i{�, i 1 IDIOM DALR r-♦� Sp OLASS I I t 2%4• WOOD ry LASSL- PLATE REWIRED r S_ - -1 l 1 I GLASS GLASS t I 1 I'll Y S ,I caAss 1 # 1 ON SHEET 3) 1 - DIRECT MOUNT W/ SPACER 0 1 I { 1 , I * ( ALTERNATIVE 2W' r i I I i lr 1l r i I i 1_SA scuE 3Je-1' SO% , - I O t2 I/1" 0 C SEE TABLE 01 ON SHEET IT FOR MAX. PANEL LENGTHS EST I 1 I OF i' 1 MAX AS.D DESIGN LOADS FOR THIS INSTALLATION. 1 FO I I h MA, �I �-�w I J EQ~ _ . _ WOOD ANCHORS � * * 6Pff: I -E - I STAGGERED W/ STUD CIO , { I �_-_-�___11_I 1 (SEE SCNE7A/LE ON 51-M 9A MI R 1 1/2' LONG .: ' _{,._ 1 _-._-_. .__-___- __.. __._.. I - SHEET Tt 1 RIM t5-0' , I ) (1) mut mulCN�C TO ONE >TipN *MOIL' FROM �'�" f 2'.4' WOOD 1 cnom " PLATE REQUIRED I WOOD ANCHORS I MADW NBOYL OA�I NWATEDis A ON j} 1 STAGGERED WJ STUD I 1• Lot S6WATCN TES GLASS INOG16 .." WOOD II (2) ANCICI6 WIND TIN! CD1rONENn M fOWC ID OR (PMQ WYE (SEE SCHEDULE ON ! 01 SAS IAs 11d WYrtX4aM/0 C01NDI,H�Ot4/AIS� _� i'' PLATE REWIRED qWp MATE PLUS) %w ESE SNUB YAXIAW Ate ,/.• OG j SHEET I II COWID MIHc j DIMS 6 A Rf311NTCN FROM 12 1/2' O.0 SPACING ALLOWED ON I _ i SHEET I). I (I) 4'PA.f.-S RATING W .10.. (3) MAX. N r4m PN6A LOWIN IS uYOED ,0 N• AT MY, OPSMNC (2) WIOMLW 3I FAVEL IEInN 6 RI6 6 A RESTRICTION nm LANCER PAWL UDATTHG ALLOPED OfN ,E. WALL MOUNTING DIRECT MOUNT SCNEDUL. SEsr II). COMPONENT A NOCIIY OR JIMLON ALTERNATIVE 2W I (4)'y� WALL MOUNTING (3) Smam RATES samOu lot 6 Ow, i RmSroN a MAWCaI ALTERNATIVE i W RRo AN EXETIIM Dom reAIE BALL . SCALE 3/8-1' I10 FOR Rlw ZONES 1, 2 AND 3 Ae OUIDIRm er AM SCALE 3/8-1' A) RED VNKa E*,L�CODE AND THE 2020 (TM EDITION) OF THE note% i � '. 7e PONLY,E"RC NIY/rlr __ ----- RA Tly(,' — ---- - - raT'P H4IE5: t,EN,s�:%!:; ,k =F� FLORIDA BUILDING CODE Non High VelocityHurrIcons Zone) A FOR RE ONLY VA-D C WAX, A.S C P2o]o rATtto INC rA. OP B S!ON- NO 4 - . coM IAA _INSTALLATION41 N4IE� 4F )aECllOMSEST - 24 GALVANIZED ST RY PA GAGE GAL EO STEEL 0 PANEL I 1 T' - DESIGN PRESSURE RATING (p.a./) AND PANEL LENGTHS : * ; #, * � DRAWN IT -- k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR or/»/tom TO z 9:, STAEEO✓'~-- $-_ 1L IO,Nc \\.� GLOBAL PROTECTION PRODUCTS. LLC. 2' COMBINED IN ANY WAY SUIT ANY ALTERNATE 2W') �' INSTALLATION '''. �F -' FIORIOZ� n,}�_X TNAI LNG a EN w COMPANY R OO Sw 51 STREET FL 2. FOR NEW WOOD FRAME CONSTRUCTION: W00,,t y �X� ' C.•'tsA rn vA.M ..sP. n vl. oac 3uIA "'- •n-I"' PI1aHE_ (Pau--'6m TAIL (Ps47aaG-f7P' 20-T 75 �G!•n.,1•',Iw - T'w MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 'di `S!(j y>�.III�n�� °�10 - DENSITY OF 0.55 OR EQUAL. "sit"����5'SIDw.T _oOOG'II''^N'- D01�1. UR/aR RMTEA A Tu Y.. P2. NP 1,-1N R Lk Nt,, -;I;-. Ole GENERAL NOTES - IWlef roe IAe st slPrn A - IW19 SIIMIY- I (C) 10. �JSST.L!IQ_ff .;J_AI.Ai. S7 _ -. GBAVTLT._'i=.�1.55_VJN.. I STORM PANEL SHOWN ON TITS PRODUCT LYALUARON DOCUMENT (P E C ) •KS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE _ I/t"0 TAPCON ANCHORS, AS MANUFACTURED BY -.1 W RUILOE.7, INC I WTI THE 2020 (7ln EDTTON) OF THE F�(MICA, BUILDING CODE THIS STORM PANEL SHALL NC7 BE INSTALLED AT HIGH - 014-10 PANELMATE FERAL ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED En' ELCO CONSTRUCTION PRODUCTS. n M L MUM- ARD C LIES - 1' R HURRICANE Z RAGE BROW I SCREWS PER NOS 'LAC DESIGN T)ON F- f f A N- [S 'N W L SFIALL BE DETERMINED AS N 16 9 H MENTIONED OR BASIC WI C _ DESIGN ikLY OARS 'ESE PER SECTO O O L ' NE ODE 7 1 Y . I L,R POINT -, SPECIAL" c / G s s• WOOD BusIRNc. As DSTR a ED B- AL D �� Rfw. e� i W _ -culn D F- iN STORM P 1 TOP A FACTOR S AS REQUIRED 0Y E JURISDICTION WHERE 5 ORM PAWL WIl! HE INSTALLED. AND U DWECTIONN.!TY AC OR SPEED EW DICn04l STALL KO-065, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSLIRE RAING$ MDICATED ON SHEETS C 1) MINIMUM THREADED PENEYRAT:On INTO WOOD F IAPCON ANCHORS SIMAI BE I 1/Z' AND 2 FOR ELCC PMELMAR PLUS_ P F 3 9 TFHRU 2 0 7. B AND ANELAMLE FEMALE C P 7-i W R T R:RY THE CONI%il N n11AT N WMO L(JAL)S CETERYINEU ER ACE 6 $FILL BE FIRS' ORDE O VE ABOVE 0 VL E DESG REDUCED TO ASO OEWN PRESSURE RA)PIG BY MU0PLFING THEM BY 06 IN ORDER TO COMPARE THESE W/ MAX (ASU) C Zj MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME ,CALL SHALL BE I 1/'2• NO T"PEN ED DESIGN PRCSSLIRE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 A 17. 18 PENETRAWN INTO ST'JCCC SHA,L BE CONSIDERED AS PART Ur ME REWIRED THPEADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON IMPS PED AS TESTED WERE NOT OVER STRESSEC, A 33% INCREASE IN Al OWABI,_ STRESS FOR WIND LOADS WAS IBR USED IN THEIR ANN.YStS FASTENERS SPACING TO WOOD HAS BEEN OETRRMIHED IN C. 3) MMIALI4 EDGE DISTANCE OF LAG SCREIWS. INTO WWD SHALL BC AS INDICATED IN MIS ORA'WING ACCORDANCE WITH N.D.S. 2018 _ STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ccoROANCE WITH SECTION 76091.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSHINC SHALL BE 5/8- t/4- 1-20 SCREWS USED SHAi. BE I 1/2 LONC MINIMUM -R EXIST AN .' MMM IMF W WM k'O 7 sHou D . Lxco EXIST, D L FOR WALLS s DDGo I S T TM FLORIDAR tt I- I AN THE ABOVE 4ENT ONEO CODE A PER AMERICNN TES U1B P 50V f10 IOU REPORTS /08 D b 0 I102T9.02-09. 4 P - PER OS. AI NAERICAN LAP SOUTH AS REPORT fI11604 PER SS1D 2 99 6 ASTM C 3COLS. tA5-201 AND TAS-203 PROTOCOLS. ANE7 AS PER CALCUUTON'. PFRFORAIEU IN ACCORDANCE W/ SECTION 1fi01 OF THE C.5) IN CAST THAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE E)1STING AND A', FFIFOR DANCER OF WALL_ ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PALACES FLORGA BUILDING CODE ' SHALLMENTIONED IN i .4 ANCHORAGE BE AS MEN 0 LD C C 2} A C Y P A" MINE14 XfR 1(TII -I 1 4 R UNLESS OTN SF KJIE SHEET Z .. ALU E LI$ 5 G fg fiUb3 8 AL-C AND E F ( CRW NOTED) SEC Si 2 (pj ANCHORS SHALL BE M51ALLz-b fOLLOYRNG AL OF NNE. RE,;UNMENOATUNS AMID $PECB-KAIKP/5 OF THE ANCHOR'S NANVFgCTURFR J At: ALUMINUM SHEET METH USED AT CLOSURFS SMALL HAVE 3105-H14 ALLOY 8 PANELS MAY ALSO BE INSALLED HORIZONTALLY FOLLOWING INSTALEAT ION DETAILS SHOWN ON SECt)ON I THROUGH G (SHEETS 4 TN H 5 XCEP MAT n R A SHNl NOT BC USED ROUE E £AOL 5 SC . A11 STEEL SNFE7 METAL PANELS BRAILLE HAVE STRUCTURAL DUALLY STEEL ASIM A-fi5J GRADE BO MNtMUY, G-fiU WLVANKEG ) SIEEL DESI"11ON W/I-Y- 222 kv (AFTER ROLLED) 9 ( SHALL BC THE RESPON5161UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of ME STRUCTURE WHERE SHUTER IS TO BE 5 N_ SCREWS TO BF STAINLESS 57FFE. Spa (R7 316 A51 SERIES OR CORROSION REsSTNMT COATED CARBON STEEL AS PER DIN AV RED TO INSIMRE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD IRAME BULDWICS 5001e W/ 50 WI YIF111 S7RENCTII AND 90 Ks1 TENSILE STRENCM AND SMALLCOMPLY W/ FLORIDA BJILOING CODE SECTION 2- 33.' 10 EACH REGULAR STORM PAVE- WIDt LENGTPS DYER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES IW. 3W k 4W ON SHEETS 4. 5, 6 A 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARWNCC, NSTRU!TIN; CWNER OR TENANT TO E BOLTS M BE ASTM A-307 GALVANIZED SIEEL OR AISI 3C4 SERIF- S-AMLE55 S10IFL. PRIM M ka' MN:M,IM YIELD STRENGTH SECURE PANELS WRF, APPLIr,AB1E REINFORCEMENT DURNG PERIODS OF HURRICANE WARNING I ANCHORS TO W SHALL. R A OWS' _ WALL C 5 FOAL v I, THE INSTALLAi1CN CONrRA[70R IS FG SEAL/,,AL,,, Alt $HVIIEN C'UMq:WFNi cUGES MKCH REMAIN M CtXYUNUCVS CIXNIKI WRIT THE BULLXNG r0 PREVENT WND/RAIN INIRVSION (A) Tl LX5(I1j4 PDU6E _C74C6ETE - 1/4'0TAPCON ANCHORS AS MNNUFAC7VRE0 BY IT.W RI X, INC W,n I[••3192 P.a. ) 12 STORM PANEL NS•ALLATION SHALL COMPLY "I SPECS MUICATED IN THIS DRAWING P(LIS ANY BLNLONL AND ZON.NG REWLAUOM, 1, 1• e . 7/e' CALK -IN ANCHORS, AS MANUFACTURED BY DEWNI INC PROVIDED 8, THE MUM DICTKSN WHERE PERMIT IS APPL'EU TO - 1 4'• . - N I FKXNT ECRFW : A rYCO / S1)O SOLID SET ANC ORS, A5 DISTRIBUTED BY N 90L SPECMI C 1 T P T f n - S ^' P I I) a N5 TtOk OMEN, E- FRCP D ! THIS ENGINEER 1 AN S NL RJ`ADE NSORIMIXN (w11 rA: _3000 p...,) (, ROpUCI NALIAi DOCUMENT l ) ARE B S EH Ec _ L•ENEirK C DDE . fT,_,0 PANELMATE FEMALE O Q PANELMATE PLUS ANCHORS, AS MANurNCTUREO BY ELCO CONS-RUCTKM PRODUCTS. FOR A SITE SPECIFIC PROJECT, III WHERE THE SITE CONDITIONS DEVIATE FROM THE P E O - 1/4•P ZAMAC "LIN ANCHORS, AS MANUFACTUHA RED BY DEWALI. NC (6) CONTfI TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MODUCT IS FR BASED (IN THIS PEO PROVIDED RE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON fNLS DOCUMENT A 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED CONCRETE SMALL BE I 3/4', 2' FOR ELAO PANELMATE AND CONSTRUCTION SAFETY Al SfTE IS THE CONTRACTOR'S RESPONSSILITT I •./4' FOR ZAMC "LINN ANCHORS. (c) THIS PRUOUCI EVALUATION DOCUMENI WILL BE CONSIDERED MAUD If MODIFIES. 1' 1 P f 1 IN A. -IN 0 $DUD -SET ANCHORS i BF CMBECOFn 7'8 INTO THE OUHLiI CON -BETE NO E18ECMCN TO 2 LACK SWn / STUCCO $HALBE PERMITTT L1/4' •-20 SCREWS USED SMALL RE /2" LONGMINI UN SHOULD STVEXIST S!TF SPECIFIC PROJECTS SHALT BE PREPARED BY FLORIDAFLOFOA E•�STEU ENGINEER OR NE.H� W. IC W BLfA MY iMc ,' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEM, ENGINEER OF RECORD (E O.R) GOR THE PROJECT AND WHO SILL BE RESPONSIBLE FOR THE BANOUT OF RECORD. ACTING AS O DELEGATED ENGINEER TO IRE BUT WITH WING NUTS PROPER USE OF THE P E D Eft TO T I P.E.D ENtRNEER, SNAIL SUBNR TO -N+5 NATTER THE SITE SPECIFIC DRAWINGS FOR RE`AIEYf A 3) M CASE MAI P•RECASI $TONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISIING WALL 09 FLOOR.ANCHOR_ I BC LONG CJROUAI I(: REACH Tilt MAN STRUCTURE BEHIND SUCH PANELS IF) MIS FEE.', SHILL OUR ME DATE ARID ONIGINAL SEAL AND SIGNATURE OF EHE PROFLSSIONAI ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2). ENDNCER OF RECORD TROT PREPARED IT (e) TO yL0O X 'MIL A31TA_!I la SHUTTER MANUFACTUPER'S LABEL SHALL BE LOCATE: ON A READILY VISIBLE LOCATON AT STORM _Ct?4TN;. _GRiKR0v - 1/4- a TAP_ON ANCHORS AS MANUFACTURED BY 1 I W BVILUEX, INC. PANE- Sti ER IN ACCORDANCE WfTH SECTION 1709.9.2 OF FLORIDA GOLDING CODE ONE LABEL - 1/4- e . 7/8' CAL.K-N ANCHORS, AS MANUFACTUREC BY OFWALI. INC SHALL BE PLACED FOR EVERI OPENING LABEUNr TO COMPLY WITH SECTION 11099.3 nF ME - 1X 3/t" SOUL` -SET ANCHORS, A$ DSTR,BN,TED 9Y ALL POINT $CREW. MOLT A $PECtAL'Y CO FLORIDA BUILDING CCOL I . NA. 10 PAWLMATE FEMALE ID AND PANELLWE PLUS ANCHORS. AS MANUFACTURED BY ELCC CONSTRUCTION PRI[Ni,GI�M1111/NINE, - 1/4• • 7A/MC NM.IM AnCNCP$, AS 4ANL4ACTURFD BT C[WN.7, NNE XI, ,12. A..T/(�/r B 1) MI`ML:M EMBEDMENT OF TAPCON ANCHORS. ELCO PANCLAIATES AND ZAMAC NA,LIN ANCHDR, INTO TIME ' • �C EN •' ✓ " 9lOC. uMr $I,Au of 1 Ij4• .• \• FLORIDA BUILDING CODE (Non High VelocityHurricone Zone) f((}„44 `JQ20 Auo " 24 GAGE GALVANIZED STEEL STORM PANEL91) CHALK -IN & SOLID -SET ANCHORS S,14. BE EYBEGOFO 7/B' INTO 'HE CONCRETE BLRh`.K VAR. TNO DY£NT nR,IFr, IYSTUCCO SR4N1 BE PERMITTED 1/4' I-20 SCREWS USED SMAY.L BE • '/2• LONG MINIMUM S-oV1D A,0 FX,ST, *x \ o,/RTANO " FOR rF MINIMUM WALIS WOM NO STLCCO. •IO' STATEIL EC OINC ', GLOBAL PROTECTION PRODUCTS, LLC. HILT.B.3) IN CASE THAT FREC/5T STONE. OF PRECAST CQNCRRE PANES. STUCCO OP WOOD BOARDS BE fWN FFCORIT rt o t K¢"�rA,'ow� 2'yTfj'„"nTE%'I RANG WALL, ANCHORS SHALL SE LONG ENOUGH TO REACH THE MAIN STRUCTUTURF BEHIND SUCH PA� ,,,-, , "IOKF Ips•)6m-G. •Az I-XI'�-en)2O-17S JPT 1"-R"'- IXPW.IG N. ANCHORAGE SHALL RE AS MENTIONED IN B.1) AND 1N 82) s" 6s NAL _Ico ry^ T+R MA Iq rrl ...0 a L _/NCCNLILJ.,t A PE. T WAITED RLn y TAMET I V IG - --.- -.- INSTALLATION DETAILS FOR REGULAR PANEL ( l INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE E)OSTING POURED CONCRETE -QISTNNG OR CONCRETE BLOCK - OR CONCRETE BLOC. F[OVIRED >/I-> REQUIRED. CONCRETE ANCHORS CONCRETE ANCHORS ' J (SEE SCHEDULE ON C SHEETS 9 THROUGH 0 y ; ,, / - \ 2 j (SEE SCHEDULE ON (:' SHEETS 9 THROUGH 10) 'k FXISTING CONCRETE OR POURED . 1 r I CONCRETE Blactt �� 1/.Y _I• ss ,eX HEAD OD. .Yr HE I IJ2" 1/.• - 1/2" r ,1/4" _ enn D GCc IAAX, ' MAX_ CONCRETE ANCHORSy ,. ' (SEE SCHEDULE ON - 1 1 I E[ ] i E.D i I SHEETS 9 THROUGH 'a) I 1 I I 'a"1 EO-i I 1 1 1 p 1 1 I IIII ` I _I 1 Yr - I L Ty T It _ _.I.. i 1 'A". _ i -uS peU R I t 1 O GLASS $N ( SEE SCHEDULE C -E� ^. I DBE Rn - ■t I 1 LBO- oss, IT ��{I BP S „ I m MR "M) " (SEE SCHEDULE U)OIN UFF >-f) S - I 1 1 I EXISTING I % Id M. ■P., N , , ON SHEET 3) � I 1 GL755 I ON SHEET ]) I I PAkll Lf. NG1H 1 �-. 1 (SCE SCHEDULE 6 1 I I 'i W.. IMn SEPARAION I 1 I 'L' Max. I 1 I i ON SHEET 7) , 1 tl 1 SE 0 CLASS PANFI LENGTH -1 (SEE PANEL LENGTh SCf1EDl1LE CONCRETE ANCHORS I ! (SCE 0 i i SCHEDULE 1 ON SIILET 3 ). 11' 1 (5[E 3) (5[E SCHEDULE ON i E k ON SHEET J) 1 A _ - 1 ♦ ON SHEET i E SHEETS 9 THROUGH 10•, I f l I I , I Of • GL50%IN4 `) [ ExlsnNc y . A. -'� t MAX I 50% Cuss 1 1 - ED. I .far , I OF V1019 '� 1 p- i.11 ,ICAO can pEp S- FN I , 1 1 ''' I I C D N .J•3'�- I E D j C.D. 1 12. , , I 1 ,{I��- f x EXISTING POURED I 12 1 CONCRETE - 1 O t2 f/2' OC ' I `•- APPLICABLE) H ' IRA •0.am tEAR'saER a OR CONCRETE 8117CK I $ CONCRETE ANCHORS -' ,(AS J_ I ' D) . _£ / •-N,r SS .s R/ Mn RECLINED. c I i' - I (SEE SCHEDULE ON $MEETS 9 THROUGH i - - F '. t I ALTEIN,ATE - ,.,- _ 0 I2 t/r Pt. I S:. 10) W/ ® ONLY WHEN SOLID - , LEG LOCATION , SS ' (ALAI SET 4 G1)(-M ANCHORS ARE USED 0 W/ WHEN EXISTING POURED CONCRETE E CONCRETE ALTERNATE EXISTMU POURED COIICRETC CONCRETE ANCHORS PANELMATES ARE USED OR CONCRETE BLOCK REWIRED. ANCHORS OR CONCRETE BLOCK REWIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SFIEEIS @ THROUGH 10) SCALE 3/8-I• SC SCALE 3/8-1- A1111T,i F�. r(.(. aaAE,YtiB9I '' c �P\-' LENS :4 � FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone E.D. EDGE DISTANCE NQTL_FOR COMBINATION OF SECTIONS: = : 0.44167 ': _ * * I * c ' 10'' STATE OP �7�` - - °'010 aTEm 'a 24 GAGE GALVANIZED STEEL STORM PANEL - % NIL E C C 1 Ne \ GLOBAL PROTECTKiN PRODUCTS, LLC. NW.w't•. a' a,�° (SEE SCHEDULE ON TOP BOTTOM MOUNi1NG5 CAN BE 9U F = r -- - LORIQ►• - rnafT TSSTRq R CNOWE Go,rAALr ANo S-W 1, 5"WEr SHEETS 9 @ 10) COMBINED IN ANY WAY TO SUIT ANY - ,' . � L � ''ry , ,/0... . •'' G\ �3 ZJ - r R. r R. +W., a4PeR n. m. .,..,, ®.,1-"n.a�. Esl m-Is71 O.W. FL 3" . nnNL: D6A7o9-75A1.rAr. (NNJN9-m7 20-175 INSTALLATION. ' u-Poona oMWPc w A ,FNIIIII 1 TtA m ..... A run W . P E N17 - INSTALLATION DETAILS FOR REGULAR PANEL Z- INTO WOOD ALTERNATE LEG 4'.8' (Min.) EXISTING WOOD_ - --I - - - LOCATION BEM./ REWIRED. STRUCTURAL I ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY I REGISTERED ENGINEER CA •EQ EC • i A ARCHITECT PRIOR TO SHUTTER , '� , INSTALLATION. MOOD ANCnORs ALTERNATE WOOD ANCHORS -. 1' Mn. - I�•IMA .O, NIAD - - -. (SEE SCHEDULE ON (SEE SCHEDULE ON a n. 3PRED, OR f . SHEET I1) SHEET 1I) ._1 �h♦ 1 1/2' a 12 n•- s "/„� . I , - I 1 - 1/2• YAx. WOOD HEADER _ I _-_ 1 - , I - -- -, - REOULRED 'T I I _ 1 I InY-1 "C E%ISnNG 1 I a) I 1 - I 1- s•uo eeaR GLASS---2 1 - I I I ."Cr G ,p' cc / • I W000 ANCHORS 2. I I SEE SCHEOULE ON .). MITI 1 (SEE7 17) -I I I Wn 1 ryry I ISEPAI TO .1 �• I,I) -__! `r✓�i j (�) -1 GLASS.(Sff 1 { I SCHEDULE V4•t-Nn' NN I I t ON SHEET 3) I 1 Ls earl R 1 Mn. sEPARATON TO CRASS. I 1 NG 'i r E SCHEDULE ON SHEET S) I I/R',-Pa,' MAX i i T (Loop IMP -4j - I I i j Q1�P01N"LA PM4FI LENGTH II L LORE I 5, TM - „V,d (SEC SG1fDUlf �.,PANEL LENGTH .. 1 umvM, O•Bt T•ET ON SHEET Si 1, 1 ' (SEE SCHEDULE ECSnNG_ 1 - I. - I ON SHEET 3) C•�S 1 I - J f E T I 1 I ;�, i' �. I : sox 1III .1 I [ (1 �' �L' I NISI MAX I 1 1 •.� I •L_'3 ` I I i _OF I I o ' yr o.c 1 ►_ 1 , EC 1 t%Y NO FINISHI I 1 "",""I.., 1/a. tat ALLOWED I , EO I s, WOD Gan ' _L- - - i 1 `( l - - WOOD 2'P4' WOOD PLATE I , DECK REQUIRED REOURED ,I i,' MDDD ANC 12'X6' WOOD ANCHORS ` _ (SEE SCHEDULE ON (SEE SCHEDULE ON _ 3/4• 1 SHEET 11) SHEET I1) I I -- 2' win. - , i ... -. __ 11 CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/5.1• VAInI.H., - SCALE 3/8-1' ttiR A. T/(!'% r% �\•\GEMS /t' ...-4 : F ,' NOTES: • s NOTE FOR COME11MDO[i_DL �a52N : `*., N0. 44167 = FLORIDA BUILDING CODE (Non High VelocityHurrteone Zone). 1 INSTALLATION ARE ONLY VALID FOR MAX. A-SM ' - : *' .2D2D R INC.P. TC1 TOP BOTTOM NTMG CAN 0 8 BO 0 MOu S BE P RATING / P LENGTHS - DE DESIGN PRESSURE RA NG .s. AND PANEL LENG S c'. P S C ) 24 GAGE GALVANIZED STEEL STORY PANEL (P sraT .1 E o � COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 'S'9''. ••�'2 INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '-U.N` F(ODrnA 4',t _ I� MEMBERS 70 BE SOUTHERN PINE No 2, W SPECIFIC °s,```'�R�(�',N�(•So - - - IL E eIr �i IHc GLOBAL PROTECTION PRODUCT$+ LLC• DIM 1116NAL DENSITY OF 0.55 OR EQUAL. F' ily/ RA^N Tl.ur TunNo A E) COMPANY ONE FL M IA 1".. B'. I, . +IOU R-rr n W.p.A n m. 20-175 / rr W q. n_,.W�_, w.,_I- INOWE OtHy G-YI I- (95a)9N-ei7 Pf %AAc%I1URC/DAiE el -R' O"ARNO M. u o9oa1G WATER A TXIJI N.., PE aN rt-I. , 7 11Q11 I a 19 -6--W c- W -0 _ Co > 0 � U = N N Q 00 O C .� Cu C) -0 (2)Cn � N W 0 -L = 0 0 O O //}9-�E O , w LIFE- 0 C V CuCIO > Cn .� �! In -6-0 �V L_ 0- ^`� /(-�� �0 . = -fin. V / n^ C. .A.1 7 C - li- - ® ! CCU _ I C F~/I E UI •T --`:�E C' ' d C .' Cn L a) _CD-C cu U) 0- CD U O 1- 0- 0 a RE ''^^ v, W W Q Z Z Q J d SHEET NO. SH 1.3. - -- I I 11 9 _ - 1 I - - I I II I I II I l I i 11, 11= I---- 1, I I I __ L I _L- - I - - I ' IIII I -- - - - - — - - — - — - _ I mAL1 - -- - - - i END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE i CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E—Z HANG STORM PANEL (JU SYSTEMS I1 1 l_\ 1 ~\ ' 3; DR POURED C OaN 1 VALES I S AYI i 1 O . `O ,® q tm OR . ,� .w� D rnwlE {' 1' . Y , .OIJ' 31m --t. oR 6D6.T-re ANGLI 4LLD,' C�,rT. ALUM , t 3/.' 12' 1', 1.' „ 2 1/2' - MAI IAPCON • O.0 I POUFI CONCRETE CONCRETE BLOCK OR 2•.a' •OW FRAME REOUIREO POURED CONCRETE, I • I ' C BLOCK Ox I L ,/.•.. 13/.' TAPCON ANCltdl • 2 0 C 2 t 2' �0'� :' ) 2'14' W Y,4• wooD FIIAME / I �.I� OR® Mn- rT .. 11''T/ ^'"EI jT I v / t. S/ ' cur AYE! � y z6n uacru. 4Naoa ///� /' e 12' o c REOU1REo 1 I I I VARIES 2' . 2' . 055' Y 9e -can. Y' ! �. m yiERw1E LED LDc.raN ,/ 11 F� .. - J' ' __ I' _ !) '. � � .s E_,1 I 25' Ma s 9G< L as Wu, E -- --- I tPK• 1_ . . AIM. ANOIE OR NDIIETA J,m-HISS 4FiA AUHI fNE31T SHEET PUTT POUTIED CONCRETE. CONCRETE BtOEk OR 1'+4' WOOD i',IAIC J,m--HI. OR ALLOY i 2 ,/2' COW, M,n / ( 1 - 1' - I {r / "�\' '. - / ,1 47 PEO'AREO A G]Nf. MW. ANGLE "�// «--�a.��----«.---e-.-.--.� Ma/CJP / �_ / 1/.- . BOLT .• ..' . 072' . 12' of 3105-- ON eoeJ-te _O" r NCNNVT Cent AW ANGLE CASE A (PLAN) CASE B (PLAN) trASE C1PLAN) CASE D (PLAN) SCALE 1/4--1• SCALE 1/4•.1• SCALE 1/4-.1• SCALE I/' --'- I 1 I SQID-SET OR C>tK-M I.' /-\' t '`�: �/��7 '�'�' OR 0 POUAD CONCRETE. tKOcA op. NG 'IBM om Ar coNCET[ OR 0 P TE ELM t AVOW FEMALE O Alp ( - ,.5X -. - (MIN. PANEL OVERLAP BEY POURED CONCRETE, CONCRETE BLOCK OR s � 2'Ai MOOD FRAME I , �.:1 ,® ® L ® 0. WOOD SO[5 a OPO,eO rRyM WAUWED AS MKIGHF SCHEDPANDUMAT aN SHEETS 9.' to a „) OPENING WIDTH) _POURED CONCRETE. CONCRETE FRAME L'� 1 \,, `..`., .- BM. M 2'N' WOOD -. AOURED -� ... I J,4' MO. i ' 1 �/�/,J \/�/ ©' \ \ /I /' ' VARIES Ir 1 `=' �•' �.' :'. Mr PARK ID sr ut . I I OL �- WALL (NEVER CUT END PANE ) X - 90 DISTANCE -''t`-.1----- I 1 TRI- ttY•.) 1 %. / V 1 -.,N - ---�` —J ' '., 11. M u n N4 .Lw 4MANM1MNNrN/t ,<'zik A. TIC(/r; CASE G FLAN) �a yy e�-`I.CENS'•�9L- SCALE ,/, ®, • •—/ —i:61'L g VALID FOR DIRECT MOUNT INSTALLATION ONLY or F '. CERT)REU PANEL INSTAL:ATIKN AT WALLS W/ = No. 44T6) sURTACE LEVEL VARIATIONS WITHIN J/4' a * tt . f = FLORIDA BUILDING CODE Non High Velocity Hurricane tons CASE E (PLAN) CASE F (PLAN) F '� - - 9'. : �, -- ItOR,D' ° 0 n,EGo,'"t 24 GAGE GALVANIZED STEEL STORM PANEL ae,.�'W SCALE I/4'-t• SCALE 1/4•.1• Ni .'�� S� ' ♦ r '' "�� , ,, \, GLOBAL PROTECTION PRODUCTS. LLC. °t/n/m2o 1 HT/j -,,• p„, :' IL EGGING TFLn'113"I a O NUM" COMPA i I KI-2 ` r_ i ME: 4 Sw�,�slRQl v,apE: FA 20-175 L- :' -' aE QALlswATMREloAn rr'�E3m) mwi-,.P ,a.Nw. rA-o6DST,I I FLORIDA I A TRLn 4:. i t.5e)eeI-ISM, (F541eeA-anT oaawA w, aem a of iB MAXIMUM A.S.D. DESIGN PRESSURE RATING (12s,f) AND CORRESPONDING MAXIMUM ANCHOR SPACING ,S/ HEDULE FOR REGULAR STORM PANEL,J) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 LE 7) MAX. AS. D. DESIGN PRESSURE RATING (P...I.) LAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 O 7 APPLICABLE TD TERM �W ANY or THEM MAXIMUM PANEL LENGTH IL . RNLI TAPCON LAG SCREW PANELMATE FEMALE 0 PANELMATE PLUS WOOD BUSHING 13' 13 13• 13- Ia- _ _ IV (W) 13' t3 '3' - - +3- 13' ,W (BOTTOM) 6 I/T" _ _ _ 6 1/2 __- 6 If2' — 6 t/2' 5 112• (TOP) - - B- __ _ e" _ __ ,2 1/1- 6 - __ 6 1/4' - - ._ _. (BUTT (TOP) 5-0 LESS _ _ 6 ,/4' 6• -- e" - ._ e e' B. __._ _ .!M_eorroi_ (BOTTOM) 17-_ __ -13• 13- 13 _._ - I- - W �OP)._ -V .{ -4 S. 5 � LESS - 1J- -- -- 13 - t3 13' .. IS" BOTTOM ) IJ' 13 tJ ,3' 8 1/2' 1W (ADP) iJ 1) t3• -- 13' 6• ,W (BOTOM) -- 1 ! - - -a l i t - 6 1 _ 6 _ 1 V R OP - / _ _ _ __ -- 6 t/4 > T00 12 t/2' 6 /4- - (BUR') -- - _ A 1/2' a _..._ -- t/Z 6 1/2` OGP7 T4'_4• 4 1/2' 7 - 3W (BOTTOM) _ A 1/Y - 7 _`�_-_ . i _ W RCP) _ C T/2 .._. 9 1/I^ .- t2 ._ _ _- t2' ,3- 13' -_ ,]-_.. _. _.. 13 _. a ,/T- W (BOTTOM) ' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER � 5 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4'. TAPCON ANCHOR O 9' CI C ID- F EX¢nwcJ GLASS I a I.,0 I I L fl i' �R--SEPARATo, A TO GLASS If EXISTING POURED EDO CONCRETE OR CONCRETE BLOCK REQUIRED .-Amm 1/4-0 PANEILATE PLUS ANCHOR O 12 1/2. O.C. MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR E-D. - AS SHOWN ON SHEETS 6 A: 7 APPLICABLE MAXIMUM DESIGN TO TERTO PANEL TAPCON LAG SCREW PANELIAXTE PANEL/ATE WOOD RUINING PRESSRA MGM I O ANY C�TATTIM01'N LENGTH (P-I.t ) FEMALE ID PLUS (I, ,:i 13" 13• - 13- --,- 13' la (TOP) - 9 ,W (WrTOM) 13" T-3 ,Y 6 1/2- __ 6 1/2• .- 6 If2' b 1/2- 6 t/2' OP) (TOP) - - - b 1/a" S'-0' 6 1f4'- 12 i/2- 7W (BUR') - - _- _ - _ _ _ ___ _. A, __ _ _ - 3111 F06 OR _ I 2 / e e- a' JW (BOTTOM) 13 13' IY 13• 13 (TOP) ♦45 -45 _- 1 3 - 1]' 1 - 7 - 1J' - I 3 4W BUTTON ( ) TO +75, -75 13' i!' _ 13, IJ' _ 10 1W Crop) _ _ t3' I] ,J 13' 6 I/4 IW (BOTTOM) _8 1/2 ___ 6 1/2 .___ 6 1/2' _ 6 1�2 -6 /2 ?W (TOP) _ - -_ _ 6 i A- >5.-0. .__ -- , 1 2 2 -- - 6 4 2W BUR.• _-A._L, - -- 5 - _. 7 I12- -9' - 7-1/2 -._- - __- __ -(TOP) To y'-s- -_ 5 1/2' B' 3W (BORON) - -5 13'_ _— 13'_ _ 13'__- -__ -- 5 1/2- _ AW (TOP) - tY __ ._12'_. _ __ 13' 13• _.__ ._ ,]' 10' 4W (BOTTOM), SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER I8 IS USED, CORRESPONDING ONLY TO ALTERNATE 21Ar ON SHEET 6 IMLL L e A.S.D. DESIGN LOAD 10111MI Al PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF V-2• > 50 PSF TO 60 PSF 5•-10, e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAALE ID OR PANEL MATE PLUS ANCHORS N W/ 9 SP((QWA ffw 1/2. O.C. INSTALLATION DETAILS FOR UFE SAFETY PANEL C1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES pnSf POURED 1/1'. TAPCON _-pasTING POURE➢ CONCRETE OR CONCRETE BLOCK ANCHOR O 9, 0 C CONCRETE OR CONCRETE BOCK NEQUFED. } lcI REODUED I.2; I 'S' i - U 1/2- ,/4• ' IfY ,,/4- MAIL. ALAI 11 I II ' ED.- "I,',, j j 1 rI - 11 (� I Ili) 6NnN� tl t' Min 9-SEPARATION - I ,n.Fpi1• /i. 21Y 1' R TO GLASS I_ 'Ss can w ry _ 1 ss MISTS A G , . ( ( AT G LEW Awn H - 7-f1 EXISTm_; '-� i ; CLASS p R1R1] 1 I •L' Max. 0 II •i SAX. PAVE! LENGTH n - � i L 6' PANEL LENGTH (SEE C.fyATL^IN A 1 (SEE EIJYATOH ON SHEET T2) 6 11E } T ' ON SHEET 12) A I 0 _ f r I 1 SEE SHEETS 15 a 16 FOR AND,HORS TYPE a SPA:NO TOR NSIALAIONS NFO WOOD FRAME B.EDI65. MIHIYW ANCHOR S1+ATJNCS AND MWAN,M EDGE DISTANCE ARE NOIGTED ON THIS SCHED 4E. I'M Ep LESS THAN MCKATED ON SCHEDULE REDUCE ANCHOR SPACING W AATPLYMG S.AC.O 940" ON SCIDIU-1 BY THE FOIEOWryC FACTORS. FOR THIS OPERATION M E POSSIBLE. REDUCED SPACING OWANCD USNG FACTOR SMALL Nor K LESS THAN HIHAwM SPACING INCCATED FOR EACH ANCHOR TYPE O. THIS SCHEDULE ye. 1/.-. MCI= TSK Th"CON An:RI - ANCHOR � O'L) . 3 'r.NMM,- Lc..!!O 0`0 3 3 AOUL t0E SITU WA) 101cm 1/3. .3% - 2 1/2• .41 - 3. on ,00 3 , 2• _ I r ;', I 6- I a1sTNc POURED t CONCRETE OR ' ( +i I) CONCRCTE BLOCK tL. RE OILRCD `! (KH I ::Mii ^. 1 1/4•. PANELNATE a.-_ 4. A4AA ANCHOR (BEYOND) O L SA PANEL tygLL MOUNTINGS SCALE 3/0-I' FLORIDA BUILDING CODE (Non Hich Velocity H-icone MAXIMUM A.S.D. DESIGN PRESSURE RATING (as f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 5' INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELQt INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 HY 5) MAX. A.S.D. YAXAwW AHCUIORS BONING FOR MIN E0. PER SCHEDULE BELOW ,a ,CABS ,AV-M MAX. AS. D. MAXIMUM ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW' mPLK`AdE MAXIMUM DESIGN PRESSURE / ♦ANY LFNGYN DESIGN PRESSURE I a ANY LENGTH TMCON SOLIDPANIEL PANEIANTE FEMALE 0 PAMEIMATE PLUS AC-NAe2n -IN TAPCON SoLIO-SET PAIE11A/E FEMALE O DANQWIE PLUS ZAMAL-IWLIN CALK-N RADNG (P.e.) . L• (n.) RATING (D 6.r.) COMBINATION OF Trrty i' (n) Omcmm1 f0 1 OOII O[I ro Lvrw,r fOpr�tE ro � ID IC6NCRER OO,aETE' i 13' __ _I,____ • I 13'- ,3' I_ U' _ j 13' - , 13' 1!' 1J' 7J' , t 13' ' •3' 13' 1J• t 3 IJ' 1 (TOP) R 1 80 OM ( ) 17- 1 13' 13' t!' 13, _ t3' 13• _- 1!' 13. •J' 13' __ t]' 13" 1 ' 3 -F3- __ 13' ,3' 13, 13' tt I/2 1 (TOP) 1 ] ---T-. 1 IJ J 13 - 1 12 / _ (BOTTOM) , BOTTOM 13 IJ' t] 7J' 7 J I 3 13' 13' t ' ) 1!" , J' t 3 IS 1 J IS' 2 (TOP) T BORW) 1!' 13- 3 1 ] �]' r IJ' 1 3 t3' 1 17' 1 7 -L 13' IJ' 1 3 IY 1J• 1 3 I tJ' IY TJ' 13" T IY 1J' 1]' 1J' IJ' tJ' IJ' i!' t7' 13' 'II I42 tt 1/2 /I 2 (TOP) 2 (BOTrOA1) (r ) 3 OP t 3 t 3' iJ' I t3' t ]_ 1 ] IS 1 S 13' 13 tJ' I tJ' 3 IJ' 1 3 13' t3' ,1' , 3 IY IJ' 13' t 1]' '3' IJ 1 3 1 , 3 I J 3 (>� ) _ I 1 ' , I 2 / t t 2 z/ / 6 1 4' 6, ♦' / /' t I 2 T� 2 2 • I 1 B ♦ 1 1' 6/ ) 1 a /2 ! BOTTW 4 (TOP) LESS a' !I 1 - s /2 21/2-12E e' I e' e• 6 1 6 /2 I T / e'_ 2 2 / 7 1 /2 e' 6• 6 / e' 6 4 J Y (BOTTOM) 3 aOTTOM r {TOP) GAR LESS a' e' e' e' e" e• a e' a e' _ i 4 BOTTOM (DDT'-) 8 i . J I 13' 6• iJ ' t 13' a 1 1 t3' B' ! I 1 S 3 e' t 3 J- � a" I I ' tJ' J ♦ (BaTiDM) S OP (T ) a- I 7 17 6 tJ 1] °' ,J t3 °• 1 Y 1 ! e• 13 IS e• IS• i 11 ? ! 5 OP (TOP) t ' - _ 1 ' -._-- , ' � -i ,!' t 13" - J' _ t IS' - __ __ BO N 5 Tro __ t3' _ _ r 3 t 1 J --... 1 J I- 3 ,3' -_ I Y __. 1 J - _, _ T I J ] ._. 13' im ! T ________ y BOTTOM ( ) tJ" 13' 13' I 3 t' J t, 3 ,7' 7 t3' t)' t IJ' 3 1 6 OP ) n 17' } J 1 , 1 J 1 J ,J' i J i 3 I]' I '� 1 3 3 1 J ' 1 , 1 2 / 16 6 (TOP) .45, -45 - _ - _ - 6 1/i - - 6 ,/4' _,. 6 1/,'6 T/♦' - - _ - - - - 6 1/4';6 t/1' _ _. 6 (80TT«) +45, -♦y -- -_ - _ 1/ -1 6 t/1"6 1/ - t/a' 6 1/4'Ib -- ,/4' _ ..11 - _ ? - - - 4 6 1/a'F I/4' q. _ _ 6 (BDTr.«) S To .63, -65 13' I- S' t 13' 10 1/2 t Y --r, 13' 7• 7 1/215 1/2 13' A t/IOft' •J' 6• 1 (TOP) ,3' 8 7 13" + IS- tY a ,/2" 13• 16 t/2. 9 1/YI6 112' IJ- 5 1/2' 1 (FOP) IS' 9 1/1 .-- I 2 ,J' . 9 / __- ___ t0 1/1� 10 1 ?: __ / ,/2 I , 1 / t- ___ ,Y — 10' __-, - 11' 8' 1ID__ -_ -_ _ 1]' -16 1 Y / _ _.-_ 2 90R04 ( ) 13- 7" __ 7' 13' 7 1!• 13' Il 13' 13• 13'�9 19 112 /2 , (BOTTOM) 2 BOTTOM ( ) IY t!Y I r , ?' J / IJ , J __ 13• _ t7' 10' •3' 6 1 /2 --__. _. _.. i 1J• I )' ____. -.__-. t3' 13' ... _.. ,!- _-__._ 9 l/7 ____-__ '3' t6 ,/2' _--_ 7 (TOP) -a_--__ IT' '7 t/2' __ ,!' -_ ,]" __. ,3_ ___- ,0' _ ,S ____ 10' -____.( _ ,1" D' ___ --- ,3' 6 1/2' 3 (TOP) 1]- +9 1/1 10 I/2; 7 ,/7 6 , ♦' / _ ,I , 2",2 ,/2 / 6 t/♦' t2 1/1"6 'Fi - 66 ,14 '� If .' R ] (BOTTOM) TO -♦ - ') ,/2 1 i 2 /I 6 1 a / '6 t. / 1 1 1. 2 / 11 , , /2 - 1 _ . a. 6 i /8 1 4 / / - _._ _ R J (BOTTOM) TO 7' I J- -_ a - e' S ,/2' _ T - I___- 7' --.-_.__ B ] 1/2 ', - e" . -__. ,-_ 11 - a 1/2'� --__. __:.� 5 1/I S' - _ - 6 1/x' -. _�-_. 7 ,/2 3" _ • 4 (TOP) _-__. a (Borrow) I t/Y, 3' --. e B 6 6- ._--_ T _.. .- s- 4 -___ e' _ • .}__a E 1 , , .1! t/2 /2' 5 6 If2. 3. _ T 7 1/1 4_iTOP) - 4 {BOTTOM) _ __,_,--_._ ,]" ' 7' ___.:.--... . - _. 1!' IJ' ..___ __ -4 _-..-,_.__- '3' -_... t, 19 /7 __T_ .. -- 4 t IS' /1 __-_ �- -. 10 ,r /2 _.. -.__ -.___ 1 /2 __ ___ t3" .._- _ _-_- 6' ___ _.-_._ S OP (1 ) -_ _-�__ : B I x• t]- / .___ 1. -_ -.. i.- 1 ! -__. - 1 ]' ..._ . _ _. t3• _�__ __- t0' --_ 111'i- 3 _ 10' -._-_ _. _.� -e- _-_ _ _ - 6 1 2" / _.-.__._- 5 OP (T ) 13' t i 13' 1 J • I ] 3 t 9 1 / , 1 9 2 / t 1 0 1 / 7 1 T , 8 2 5 BOTOM ) t6 1 6 Y 1 t 1 rt 1 I. 5 BOTTOM 17• r 15" : 7' _ IJ' Y 13 0 /2' 7 I/2' S t/2 I]' 1/2' 6 (TOP) IJ' 6' ,J 13• 13 '.6 t/2' 11' a /I' 9 ,/2•�e t/7' N t/2. 6 OOP)_8 I/,' a 1/,' 6 1/4't6 t/1' 6 (BUR") --- 6 1/4' B 1/1' 6 1/.' - - -- i 6 ,/4' 6 {ROTA �•) - fi- _ 6 1/a'TB ,/i 6 1/4' SEE SHEET 11 FOR ANCHORS TYPE A SPACING FOR tHSTAULAIIONS INTO WOOD ERA( BUILDINGS • MNIMUM ANCHOR SPACWS AND AM4eAM EDGE DISTANCE ARE NDKAIED ON THIS SCNEDULE FOR I LESS THAN 4DCATED ON SCHEDULE REDUCE ANCHOR SPKTNO W MILAMYIG SPACNG SHOWN ON SCHEDULE BY THE FOLLOW" rACTORS. FOR THIS OPERATION TO K POSSIBLE. REDUCED SPACING DBrAREO USING FACTOR SHALL NOT WE LESS THAN MMRAIM SPACMG INDICATED FOR EACH ANCHOR -E ON THS SCHEDULE. TYPE'"'BA"' Ip-a t/A•. I/4•. _ • I/i. ,µ•. ,/...ANCHOR IMmN S1sD-ET a � W 2AWC-YAM rNM-N MINION ANCHOR SPACING (t ).) 3 3 ] 3 2 1/2- 2 1/7 me ,!! W (-,- 5 3 ,/r ]• L 3 a 1/2- _ 3 '9 It I, RHO! �I[ RYDt , - 7 •/r - 'IV `,L n � 3 /Y ACtiaiL JECK 01R*= U FACTOR , 'Ir e.3s - - - ' - -,- r ' on em i,"0. - - - Rao - oLo - ,.m - 0.61 3'Ir - 1.t m Am ,W TOO •• SPACINGS ONLY VALID WHEN SPACER 9 f5 USED- SEE T /1 FOR MATE A.S.D. DESIGN LOADS & MAX. PANEL LE WHEN SPACER USED. TEBul1 e AS-D. DESIGN LOAD MA)CMUM PANEL LENGTH 40 PSF OR LESS 6'-8• > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- D.C. - ANCHORS (SEE SECTIONS A AL-ERKwL?WS ON SHEETS 13, 14, 15 k16) - Y Mo R-to/13. R-2A/13, R-3A/14, R-18/13, R-28/13. R-38/14, 3• NM'X_ -I -wN. R-IAW/15, R-2AW/15, R-3AW/16. 41OR-18W/15, R-28W/15, R-38W/16. t MIN- D.M-,O Op1 O - - --._ . 0 O 0 O 0 0 0 r__T ---- -- "-_.. -`T-- --'-- ' - -- _T-'---T------ " ._ --- _----TT ---. T 1 1 ii , `� ' ' ' I I I I I I 1 L/2 t/4"e-I0X1" S.S BOLTS W, 1 . 1 'L• I LENGTH MAX. � (USE FOR PANEL p O OVER 7'-6-) 'u PANEL LENGTH REGULAR STORM PANEL REGULAR STORM PANEL W-e' a +40.0, -40.0 P.I.0 _ _ _ _ _ _ _ (W/ OVERLAP MO PANEL LENGTH BOLT) _��1[/-//_/. _ ..__ 1 __ .. _. _ \_]tom - __ .._..____.____;i_______________ "'w , �� fir" , II --� uFE SAFETY SiORw PANEL I OVER • MID P -L LE GTH I i.. �I.. (w!o OVERLAP MID PANEL LENGTH BOLT) �f�`1iF`��� �j '� LENGTH' MIN. PANEL USE 1ATBALL �_,I -�,, .. I/4'a-20.1• •'�•, 1� MOUNTINGS I{ S.S BOLTS W 1� I -• AT EA OVER : 1 _ A- _ - ..- _... - L/2 i I Le— I �.! .. _ .. .. . i I 1 ...._ _____ .--------- . _. _____. __ ... ) _. _ - __. _.._ ___. - ... 1 .2) NOTCHES Al' STUB --_..I _ _._. __....__-_. __..__ 6' I �!�'�( L�CATION O UFE SAFETY _ D.M.,O, " f' PANEL BOR04 CORNERS __-__O ---_-_ i, 1 --.-_- 1 - ERLAP- -OVERLAP_ or® Wn4G NUT AT EXTERIOR WING NUT AT - 7- MAX LEFT PANEL E1C RIGHT PANEL 3. W,T INSTALLATIONS ONLY VALID FOR WAND i• MIN. R-TA/13, R-2A/13, R-SA/14, R-19/13, R-2B/13. R-3B/14, I' MIN SPEED UP TO 170 ri"oh. R-LAW/15• R-2AW/15• R-3AW/16. R-LBW/15, R-28W/15, R-38W/16. - ANCHORS (SEE SECTIONS A ALTERNATNES ON SHEETS 13, 14, 15 s16) 1/A- MAX . GAP LIFE SAFETY STORM PANEL 1, ELEVATION (t) —' ' �. SCALE 1/4LI" r - ! RECVtAR 1.687• - REGULAR - ISTORM PANEL (MIN OVERAP •1 WHEILE VN.L,HT 1, STORM PANEL 11z. ...-- - --. __ .-. -T y C/ ,1 t4AX GA/1( / , .•• -LTC ••.• ,v , • - Y, ., . Sec s , - 9 LIFE SAFES PANEL F'9 L, '>f _ FLORIDA BUILDING CODE Non High Velocity HurrIcons Zone EXTERIOR I N<S;•IOA ,• tAt4e.`Z � n,I Ric 24 GAGE GALVANIZED STEEL STORM PANEL F'. ." DRAIN n %ILA S./ ; '-. N GNV wr o7n)/mm , - 5 ' TLL EE C Q .. GLOBAL PROTECTION PRODUCTS, I.I.C. , m — SECTION A —A Hem 1W 5, Snkr , NWT der. ,.. r awl, ww aPwl n�a : OH,L n MIA '! 20-175 SCALE 1/4'-1' %J�'> ..... D>W AI-Im r.. Ciro n•-1 N.DH[ (Is.)SAW-rw. FM (a!"')MV IT9T PI , CA-OpGb714 OM.RN • SL.,,xFArWE/OME wAL1[R A ,LLrt A. P.E Hle7 WHQI Il d I. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1 INTO WOOD STRUCTURES 'v _-- - ... �' ?1 -' -. }�------ r---- J ~hj, 1 tot NFAOEW REQUIRED H---- wooO _EAGER) REOURLD w! HEADER PEC.uRELI I - wo00 REOUtREDED - 111 '. TAPCON ' •/4'. TAPCOM i`f-�:, 1/4 I TAPCON ,/4"a TAPCON -I 1 I L.. NCHOR O 9" O C - - ANCHOR O 9. 0 C I i ANCHOR O 9. O.0 -i I � ANCHOR O 9. O.0 f I I C?, I I � 1 .� I,. , J 1 I ' • I ! 1 C2; • ,/2' , I,/A "2- 1/2' , I,/4.' -; '1/7' H ,I/a' I /♦•AA% - ICI MAY.. 7 I I MAX1 2... . I II 1 i 1 MITI. I'' i 1,, 1 7• Min I I ) i 2'1_11Mn Min..____ il, .. I _ I "__ -1 1 1 , DI -.+, I 1 j _-. ITT, K I a 4 I II/.•P-2PIt' 0 r I ,/.' -" Rt w I li I OYTJRM 9 I • u I I IM.-I. Ii I I ,� }rot' I. :' i 4 ,/T ,n� W/(y� I •, ., EWSn,, , , ClAm oL R I is eO_,s r 1 A 6L DAO - IXi3TtN0 R / 9Q IW 1Np riLA55 -•9 UD tAa, rd) I 33 1 E3 ' i I 1 E715tIF RR GLASS U X I �: elltls w 1K; �n ' t °"""'^ t A u ASS'-•-11 / 7Da iR H1WRL 4.. 1 ,EIQM act. 7�'1 II i 0 I S , l` MAK It I , 6 I I I. MA. ry it IT _ _ I I , , I t +PANE LENGTH ! J. t I (SEE ELEEVATON N 1 , 6• PANEL LENGTH II r I (SEES�A/INN II i n _ I 1 "' I PANEL LENGTH �/ (5Q ELEVATION - / 1 S. PANEL LENGTH R -, .l i (SEC ELEVATION I ON SHEET 12) 11 I I ON SHEET 12) c ; I 1 II• • r 1 j) ON SHEET 2 i ; n II1• N;n. - - i A 1• /N n. Q;I, 1 j a ( 4 1 `! R I IAm R•• o ARATION ro GLASS. / : i 3 1 1 ice- - (1 n w ciA45. I v2 a•-- SF!, -t ( e t ` T : a l M1,1 � 1 tl ,- R TO GLASS - j 6' - , i If-- SEP'�T� I 1 6. TO GIASs 11 11 ® i t i p - 1 L/2 I ` , 4 `�/, I I - EfD, sl EO 1 i ; . n /Y 11I 11 Pc EO --I ,,a 1 T - I . 12 ,/r- ac - - - CIO. J 1 ' E:0 -- 1 i id t r '.-m.3 I L A ) I 1 _� rj 1 L_.-M 1. 4 (L 1 j 4 •) 2-.4' WOOD 0. I , � ,!> s N I I �.i i J PLATE MYS I... 114'I TAPCON { 1'4•0 TAPCON REQUIRED TAPCON 2'.4" WOOD �'l . t2 1 O.c f NKNOR O 9' O.C. a ANCHOR O 9' O.C. _V4'0 ANCHOR O 9. O.0 PLATE ' I,... 1/4'e TAPCON STAGGERED W/ STUD STAGGERED W/ STUD i RECURRED o 9. O.c i. 1 ) 2EOU (, {., _ _ PLATE I PLATE PEOU EDDO RFQLRCD EDOD PLATE - _ 1. I MIME - ALZEB1yATiYE R-1BW O LIFE SSAFETY PANEL WALL MOUNTINGS SCALE 315-1- AJ,�J E R-2AW O GU PANELS INMON q Tl wit.. ALTERNATIVE O LIFE WALL MOUNTINGS SCALE 3/6-1- R-29W SAFETY PANEL ,[G4p 3p. "ENS '' 9y4E FLORIDA BUILDING CODE Non High Ydoc Nurreone Zone) - 4416E z LQ'R nWco. Mc. 24 GAGE GALVANIZED STEEL STORM PANEL i. INSTALLATION ARE ONLY VALID FOR AS D. DESIGN PRESSURE PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. = . z W'. * - � `. * .,� 1 ? STATE OA" - ; of f--_ - I I I LI I E C C1 HMG' or ,»/1H/2920 GLOBAL PROTECTION PRODUCTS, LLC. „R 2. FOR NEW WOOD FRAME CONSYRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �'• F ',C %'r �'. �F' ., I0R(D ez�� _• � TSSTMIG . [MONK COMPA,n R„ RA — Mlos, n M,., .eo0 s.w. 5, sIR. aoW, rL, 3.u,. DENSITY OF 0.55 OR EQUAL_ sT„ S/ ""�* _.e i ••.-.. Tai ou-_ .� o,-In, 1=ihsa)eee-7sa. rAz. roaHes-enr 2a0 t 7 .. A N.NNiE�M't'^�'-7��•'LNE/CAtE WATER A TT4ft b., P.E m ^-•Y tl 111E11 is W is MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL J) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) W7(. A.S.➢. PRESSURE RATING (AIN) MIUMUM ANCHORS SPACING FOR YIN E.D. PER SCHEDULE BELOW APPLICABLEMAXIMW TO I a �' LENGTH _l (rl.) MAX A.So PRESSURE WnNG (P. s.T) MAKWUII ANCHORS SPACING MR MIN ED. PER SCHEDULE BELOW ToDESIGN �E ANr . A MAX6My LENGTH .L. TAPCON SOLID -SET PHNELAATE FEMALE O PA2ELWlE PLUS ZAAMC-NANLM CNK-N TAPCON SOLID -SET PANElAATE FEYAIE O PNELWiE PLUS IAW1C-HALM CALK-M tU a01 lR m m17 1[ 00 Af[ 1p Cor IN( _15' ti 13 "�_ ,' Y - 13' 1J- ,]' - t1 1J' 1]' t3' 11' IJ' t ' tJ' i2' 17' _ tJ' 10' t0' 1 ) t (BORON) ,_3'_- 1]' -- 1 ] 13 Y ,b ,/2' �- Y 7 ,3" t]' 1_Y , J IS' _T� C /I :1 1 0 2' / 11' IJ' 13' _ 11' J IS• _ 6 1/2' 9' - 13' tJ' -+ 6 1/2' 9' 1' 6 I : / �_9 I 9, 2• _ 7 /T 5 1__ 3' 4 , • I_ /1 1 (tpv) tJ 11 tJ' - --'._. 1] __.)_._ 1 tS' 1 3 _ ,! t2' jL� t- 1 1 ' ,O __- 17 i/2'' 6' t(BOTTOM) 1 1 1 13' t 1 iS' t ' ,0 1 ) 2 BOTTOM _ 9 l / 1 /2 t 3 t3 2' 7 1- / IO , I' 3 1 /1-3 7 t 2" �13 J' , 1 - _2 / 6 1 Y 2 (TOPit )_ 2(IIORDM 1 -. 1 J 8-_ 9• t ] __ _. tl 1 1- ... � S• _ I+' - - _. 1,' ES LESS ,' } - 7" �_ B' t3' ,J' 7' 3" 1 - 8 1 2" / 7' OR ALMS 13 t- 1 2 /2 6 -.._ - 6' 13' _._.. 13' I 1 ' 3 T 1J. 1/2 °' ___ _, _ -. IY - lJ t ' 13' J 1 4' � t 6 / ,6 /4 T ___W__ °' I °�.. ° , - t t3' ] j -13 - _- I 13 TJ U' 1 -, 2 1/I _ . °�... e" I 3 _ ..1. IJ , 3 t 2 /I .__ t 2' 6 ! r B" f , 3 - -- 13 t3' .-� 7" __ - e- 13' tJ t 1 .. y - 12' TI tJ' 0 1 ' fi l ♦' 1 f- ' 6 / i 2 8' / - - - - - B.- 1 IJ' D _...-1-_-_ tJ 10 S (TOP) R S (Bo OM7 (TO) 4 (BOTTOM) 5 (TOP) (BOTTOM) 5 (BOTTOM) t J 11 2 / M 6..1/2 t 3 , S 1' 3 2 /2 -_ I S 1 1' r / _ _ T 1 3 Y 3 I ,' ! 8 / r .. 7' _ 6' 1 3 1 J 9 1 7' / 6, 4- / ! 2 /_ t - 9• 9 1!I' t J 2 i a• -. /� 6-.. 1 a' 13" IJ' 9 I / 6 4 _ . 4' T l 9' B I 1' L / 'U t 2' / 4 I 2- _/ 5 ,/I' f0' 10 1 1 / 7 1 7' _ -_ _.. 3' 7 1 7" / 7 t Y ) / f } 8 4 / _�/ 6 /2. T.- _ 1 3 , 3 - e t 1' 2 2 �.. _ / -.-. 6' � 6' 7 OP li ) J BOTTOM (BOTTOM) (TOP) 4 (BORON) I�ro S ,,.r) BORON S (Borrow) >.65. -65 TO .75. -75 IJ' _ It �_ 13' 6 ,/4'te IJ' t/4' 13 t3 _-_._ 6 1/4'16 1/4 ,] -__.-i - tJ - [ 13 .Y - i! t0 _._.. ___ 6 '/a '6 I/.- (T ) _ 6 (go"••) >.75. -75 +n;-- To11Me IJ' ___4_ S' -.__ - ,]' 6 ,/.•16 ILO I/a ,/4• S - 6 A/r'16 Ib 1/2• 1/i 13- 6 1/,- 6 1/2 a ,/4 7 t/2'�5 _ 1/2• _ 13- ___ 6 I/4'J6 4 1/2' __ 1/4' 6 LOP) _ 9 (WTI-) 'J' 1/a' IS• r I/7' tY. �7 1f2• - - - 11' 7 ,/Y - - __ 7 t/Y r] ,/2' e' I - - T_ - _- 17' 7 1/2• - -'- - '-- - ') t 2• I • tY' 2 IY t3' 13' I TO- ilO t/1- t3•_ 13- t0' IO t/2 ,1_' 11 1/2' ,T' °' 9 _ t 6 i3_•_ 16J1/2. iJ' Y 1 (TOP) , (BOTTOM) TO ° "0 I]' .1J__;6 5' _ 1/2' _ 13• -,7 '10 112' t3' 1Y 1! 1 - J 6 1/i _'r a - -{ ,] --13' 16 1/2' .. 9-_ 17' -�J��- '6 If2' 9' - ) t/2•'S IV t/2• 7 t/2' ,3•�� ,J' ,1W 6' I (TOP) 1 (BOTTOM) TO 7-S ,l' iY _ ,J' t2 t/2',7 __-_ 6• y 6' 13 -. -_.r. , J 6'/A'i6 TJ' I 13'. 13' t--C'�_10 -- _� I]- 7• 6 I/4'16 1/4• 3 (TOP) S (BORON) t 3 1 r - - - -. - -. _ .1 - a' + _. - - _. iJ' 6 t/2' ,Y-T_)- I ,! 5' t r 2 ,/1'jtI _8- j 6 If2 -. 13 tJ'-t- i' 3 - { _ ,Y If2 5 1 f2' ; _ 3' I)' 1J• 1/2 --- 6' I - 1!"ift - I}_ 1 , ' ! 1 .' ___.1 , iJ O !2 6 ,/♦'18 1/1- - 7 1/2-' )- -- 1 J Y 6' _ _-- 3- - (TOP) '.3- 11/I.16 �_- ° e ,3 -- I ! - t .tO /2 1/,- - 4 i /2' )10 1/2 -- 10 , 7-T, 1 , D r / - tt l /2 - ---_.1- S' 6' 1. ,/Y -- , Y ,, 1 / a -� 1 e' tt -_. 13 112' 6 e' _ _ - 9 I /I 16 1/4. 1 ) 1/Y_ _ I�4' 9 1 7' , - e 2 / 6 1/+" IY 12 ,/T' a B tJ1_� 17' 13 3 9 1 /2 6 ,/4 - - i 4' - _ 9_ 19 T 2' , e a / 10 "'7 t - /2 /2 - - 4 I /1'� 3' 5 /2•' - 6 t/.'I b`_fa' 6 , /I'. 2 1/I r T J (aOTTUy) 4 (i0P) 4 (BOTTOM) _� - - r - .- Y }• a• .__ , ,}' - Y f r , r ] 6,/a' 6 t/a' - _ a (Top) 4 (BORON) a' 1 - __ -_ - n0 t t t 1 o z ] / _ __ 6 t/t"6 ,/4' 5 (TOPS 5-80TTOM 6 CTOP ) a (IJQR ••) 10' 7 ,/I" 10 1 2' 7 t Y 7, ': y, 2' /2 / _ 13' ,J- , - - 6" ! 6- r , T / I _ 5 (TOP) - 5 80TTOM) (TOP ) ! , J 1 6 1/.' a 1/i!e t/a' 6 t/,"e 1/4, 6 (BUTT ••) SEE LQ7 11 FOR ANCHORS TYPE W SPACING F'O, NSTAUAf10NS MID'/GOD M" 6IRDMMIS MRnYW MOOR SPACIN06 AND MINIMUM EDGE DISTANCE AN INDICATED OM THIS SCEWLE FOR ED. LESS THAN RWATED ON SCHEDULE REDUCE ANCHOR SPACING w MULTIPLYING SPACING SH OPH ON SCHEDULE W THE FOLLOw1O FACTORS FOR TNS OPERATION TO RE POSS&r. RO10E0 SPACAIG OBTAINED USING FACTOR SHALL MOT E LESS THAN MMRANM SPACING ROICATW FOR EACH MOTOR TYPE ON tMS SCHEDULE ANCHOR TYPE ,/4'. 1/4•. ,/.'r iEMALE0 ,/.•. AY"a 1/4•. 1/41 wNOOH s31D-4o IAt1tcyOAAN C- -w- wMIAIM ANCHOR SPACING (N.) 3 3 3 7 2 +/r 2 ''/2 rA1MIMW faGE Im'n2KW (A•1_ 3 3 ,R' 3• 3 I'll' 3 PSTMFQR-0.) mOmE \ DH ] 3 in- -3 ,/r -I ,/7 - -! ITT• - - AGTL9L a DBW'ICE EOJ FACTOR . Vr- OR, 0. - - - - om 31 o..o o n _ . -,. , m - o.. -1m 3,n' COO - .- •• SPACINGS ONLY VALID WHEN SPACER i5 USED. SEE T LE /i FOR MAX. ASO. DESIGN LOADS A MAX. PMEL LENGTHS WHEN SPACER �IS USED. TlB:_11 e A.S.D. DESIGN LOW 1M)OMUM PANEL LENGTH 40 PSF OR LESS W-8- > 40 PSF TO 50 PSF 6'-1- > 50 PSF TO 60 PSF Y-10- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2- O.C. INSTALLATION DETAILS INTO POURED CONCRETE FOR LIFE SAFETY PANEL J OR CONCRETE BLOCK STRUCTURES t/i. TAPCON ANCHOR 9 9' O C J � . is EXGnmG POURED CONCRETE OR CONCRETE BLOCK REOUIRED 1/4'9 TAPCON EXISTING POURED ANCHOR 0 9 O.C. CONCRETE OR / i , CONCRETE BLOCK J, REQUIRED- REQUIRED. 1/4-0 TAPCON EXISTING POURED ANCHOR 0 9 O.0 CONCRETE OR //F CONCRETE BLOCK F• REQUIRED. 1/4-0 TAPCON ANCHOR O 9' O.C. f , is , r2; s l21 ; : �27 ) E.D I ry II 1 EXWINC„j1 GLASS e r 1 IIII ,' II I II *■f 11 ✓1 11 r. II 1' Yirt, --S IrEPARATION - 11 ro GLASS A I M4X. MAX. MAX I - - - - , 1 , I .. ,� ED• ; i -„• I I E.D.• T//// 'y//: i ) 1 t t �1) / 1 r'•J i 1t-t1,' 9� /• MIA. 1 1 11 I ( A ,- W. e--SEPARATION 1 R- SEPARATION /.'` 2 EX6T1hkj 10 CLASS . 1 t/.•P-sm: I� 1 t 1/Ati-201• CX15'EIN�•,i TO GLASS. 9.5 F0.ts P GLASS �3. eats M Ek1471NC I 1 T SS. Ia1S r,© GL/LSS ... n f 3 C VL CL75S -71 r 2 I f e w oma r' (io�.aHl�wa r-ri ` ; u r' i it i�p,�t�OR "I M d I O ! 11 e n q n n O' s N 'L' 4R, I 1 MAX ' PANEL LENGTH '= 1 6' PANEL LENGTH II ;� I T PANEL =G. I 1 `A` L I C (SEE ELEVATION 11 ( (SEC ELEVATION U ,/- t (SEE ELEVAMIN D ON SHEET 12) 6 - T 1 ON SHEET 12) H t' Mtn - I ON SHEET III U ,r 11 (, ( II-SEPARAION 1 It �• TO GLASS I f 4' 2 If ./ 1 I u rt i u j 3 (J) t DI I 3! I I (J ;� 6 D • E ED E.D.- I EO• 1 1 1 1 � I 1 �� 1 i I �FED OR CONCRETE BLOCK RECURRED. �) 1 /T.-.L- , I /.- �'. I/.Y-70,1• S' . mis Nv r EA DW �y� 1 -L• MAX 6' PANG LENGTH (SEE ELEVATION 1 ON SHEET 121 ;11 6' J/ i -� ; •a Iff I Roc 1 < /. 4 •a I!r de I `) 1 _ , EO EO - „`-� 1 1 - gntot NyD M.s WAS EO I CO, N✓ . Iis , RWGHn,Ez L(Ao Ms. , 1 {: ) i/4 0 TAPCON ` ANCHOR O 9' O.C. �f L' I/4-a TAPCON ANCHOR O 9' O.0 • ,1 t/2 ec )' - ,/4-• tAPCON ANCHOR O 9. O.0 a 1. ,n oc. X 1I I/4'I TAPCON ANCHOR O 9' O.0 EXISTING POURED CONCRETE OR CONCRETE BLOCK REWRED SECTION R-1 O REGULAR PANELS E7f,STING POURED CONCRETE OP.EJOSDNG CONCRETE BLOCK REQUIRED. O AFY ANEL O EG�LS POURED CONCRETE OR CONCRETE BLOCK REWIRED O LISFEC EXISTING POURED CONCRETE OR CONCRETE BLOCK REOURED TSIONR-PAEL WALL MOUNTINGS SCALE 3/8-1' A.- 1111N WALL MOUNTINGS SCALE } 6-1- J_ . FLORIDA BUILDING INSTALLATION DETAILS INTO WOOD FOR UFE SAFETY PANEL STRUCTURES (1) 1{� _ 1. . j _WOOD HEADER f kQUIREO F--_ - _ RV OD HEADER -i REQUIRED I14-0 TAPCON r-- 1/4-0 1MCON .I ANCHOR O 9' 0C. I ANCHOR O 9. O.C. i .� I L; I 2, i AAAX. mai I f 2' a..,. RMX- - 1 r I1 1 i Min I t-1 I. I 1 1 �1) Min. r"1111, + '1N IIp�f C1u 1_R 1 / r-2pt• I slsBOPS W 1/-•xit•EXISn ss 6aGRASS I / ' , 1 •, EA ,� , N <I ! E - i EXISTI r (U6E TOR FA.n II I inctH INS 7T1 G!A55 p 11 ^ i ' I it I1 _ it I ' PANEL LENGTH n % I ' ^E• MAX -�` - i LENCRH (SEE ElEVA7Ow 0 1 (SEE ELEVATION - 1 1 ON SHEET 12) It I ON „ T ON SHEET 12) i , it 1 4 I It I' W,. 1 I R SEPARATION - I I LL � 11 ''/'t.1 2 P - , I To DLASS t 1 I 1• i' t7 SEPARATLON , .j�I 11 s t �L•- '0 GLASS. ; e' ! ,._ 1 I R j q L/2 t-, I V 1 �. __ I L 1 pp EQ I'.:.. 1, I u US, o< I_ CC 1 i • 1=1. 1 * I i �T i - ----_ I - - - I 1 2'.4• WOOD 2'.4' WOOD PLATE -� PUiF REQUIRED _ , 4•0 PANELWTE PLUS _ _ / REQUIRED 1/4•0 PANEL.MATE PLUS I �' ANCHOR O 12 1/2' 0 C �. I ANCHOR O 12 1/2. O.0 ALTERNATIVE R-SAW O REGULAR PANELS WALL MOUNTINGS 1NI, DER A, ill(, SCALE 3/8-1 �v?:."ENSAr'-Q - 44167 - FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) .�Ln�T,t1•r� 111.aN,N.. _ * •.* t .= ,LIE.. AC 11. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.C. riTATE ? OF :WQ� 24 GAGE GALVANIZED STEEL STORM PANEL IRM.M �, DESIGN PRESSURE RATINGS (p J.l AND PANEL SHEET -Q'• iyFFON11�,.s-e'�"�..__ '�ECC GLOBAL PROTECTION PRODUCTS, LLC. .T/17l2.2•LENGTHS AS PER ELEVATION ON 12 2. FOR NEW W000 FRAME CONSTRUCTION. WOOD r�yA `s/ON AL EN :! INe TW:--- R NR COMPYIY �p,AWC'Rj1133]I�. DIE. MEMBERS TO BF SOUTHERN PINE No 2. W/ SPECIFIC //%'�__y, IAnNNo... A / 31A, A. fa. NA ,.MA - M1 .N.. IYO._n AYP".1-1.1 PMarE O6.)e.I-»,e, rAC (10.)4ea-e7n 20-175 DENSITY OF 0.55 OR EQUAL. _OIXWT19 ANT.. CFAA.Y w .T mA/SIONAtMIF,/BM[ -TER A nun A,., PE i Nell ,e a Ie -0-r CD a) = U 9)Q (3) Q 0 _0 O C .� C6 U —0 (1)U) 0— O 0^' O O O W CU 0 := W L,- 0 M > ''^^ VJ Cn 0 (U O -�• F LL i F \V -0 C .— � �/H� VJ CL - ' Lr ) r. 2 _ ro `, i C u 3. Ln cc Ca Z;; _0 N U 41 y = Q C- tC � d � ,G3 t. F_ - C d n - -1: 0_1 " ti a2 = i - CZ d 7 a' ' A to c f _�n 6- 7 ,_� W 2 Q Z Z Q _I a- N CIO cu `0 i CL CL U O 0- CD v, cu m SHEET NO. SH 1A, EZ1/18, EZ 1 W/ 18 ANCHORS - (SEE SECTION EII AT ALTERNATIVE Ei,w ON SHEET 18) -_ II 9 !(SEE i i,w/'ID '14 (SEENOTE NOTE 2) I O /(,ACH FND -s_r- T- • T�-'-f- __-r ram._,-.-, .._ `. .- .-1_-:e.m _-_-n—y+�11}i 8 4.. ,Y # DF it iF � 1 -- - � _ GAFI (J rf' E N. AL' F C E I A WA RE i ,: ., .-- FOr R'C' ./.CT C AT _'AL 1/7"'�-� 'I -Io O �O� O--tOr-'-_ `O OIFj O O^ �. I I 4.l`:..[C W R AH HANGF F1 fTA`r INS Al �4T'i.'di , 4.tNJi.'.'' 1 1• -.--.• i ��`.'•�t� 4_, I'� j_'.1>�!I I " E3•' A_, Eo TRIM Ncr_ ur _Trul-T"R[ I I IA�,JP I INANE r'+1.'__ Sn-4 _ ,.r i;tN :�+ F Z tPNG ` FM PAT C1 "'STTM I{i - y'ti. 1-71N.: ;.r FA.,:.:- r ,.anr. AC.KS :iJP h Ut- M.. ... v I nn -I , I. ,. TrP+'.PA:' ,E4.O.r aNt a _ I t. N.J T4i, Illd Ah! .N .. � L� , F .. - . NNE. �`-:F I rI,'L; ", 1, A SF- r,?T" _N': hANLL_ Snf _ A_ --*,A c NE (-i �tiNf t;'tJ , Sir:"OM iIZA`,:% . _,. r u �q.�, tills, - u.> c T r,.,r r 1. ,1 M-IFNer- jr-..�..i."..-d- a _ - :' _ a B I 1 ,, 1R iF * ( i * - i 1 >R { \�) I / + 1 ANTI I f NNFL- 1_ 1 FJ' 1 t/ FAi k L IN tGfi • ;IIA! . - 7 41-'Q..),'i M5 W 8..`./i WI,:.: r •I ' , 3C E' W „ " I I- JG E,.j \ i-UMb__HEW IM t TAp L.i lot ;.M 1 - _ c Hfl S - f'� O L. �F.LAr-' A( fF 'C!N f A5 1vGH`_. MAY BE E.THFI1 01 'k_T l.`-.F ,_ 1115 A,, A '_I:-AfiLLI • { C', ''_,T r.(i 1l E-. QF iNl. PANEL 50- I .. 1N._ 1.•Ar E'r Ni A i' f-[. T-_ .O. IM - - ' . - , MA. ,. .. I`h ,.S[ .. t,, TWC - 'RA-H A - -tAR Y , fI - . .ANFI A_ E c N rEi L itOM rTiA1 M c�Nr G C. 1 _� �T-i j {• 1... _ . ..- rr A .r N 'R $ NrILC , : t T T (- .. [ .; ,rN -` -�T_ ;T :"-i -- I t-I i I- T t } T ,! T T •-T, -ANT, J+ F ' k L`i-,_11� [, I � I I AN C U<.'_a IRA- MAC OCCUR A` AN PANEL L_,. A,l}N I I 1- � J� L � J- L L J 111 J __ 1 J _1_ L_J_J_L-J-1 LLJJ_. -. _ - -. .- -. -.- -. __._ ----_ - - --• 11 5(T NTT r ♦ ,," [' .EC . M'+, 1 h':'.T A_Lp d�: 'yNi' -_A' , F,.I: WINC ' %,Vw:'11 D- w::*c '. �.. rl. 1 cari[ J 71. n. D „ A c - -. ,SEE 'F I:01 E21 k A, T.' NA'M. t. w ". .. _,'P Is; E21/18. EZtW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL I i i SYSTEM (�) i 'r4AF 3, .3'I-,_1.. N,,. :AL, 2 GH MN. 't.€c Ai` _ _' ,MEgI 1AL ,'I - - 011115 •I'i f f ,''i '/A- -. MAX GAF 1 SECTION A -A "111,11.11N, I T1lLj, 1 .Air ...._ _ °�E f a,, - 3 ''�9, FLORIDA BUILDING CODE (Nor. High V.Ocit, Hurriccre Z... ) '� o,`P.''FSIATEO '101C"°'T w. 24 GAGE GALVANIZED STEEL STORM PANEL ` — R" _* 2 -- � ;: - * GLOBAL PROTECTION PRODUCTS, LLD. I L �' 0 EeFcI =11.11 /�- A f�"I IET YNL . EN41.4ID R. CCO ANY N 1 1 �.'?F� .r a... IL 1 - -. hv_,. 2�-17511 t ------_^_-- —_ 'N r I• fNW L_ rloAcA , I,I ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17869 1 - R2 EX Project Number 20-31543 Product Manufacturer All Amencan Shutters and Glass Manufactwei Address 1540 Donna Road West Palm Beach. FL 33409 Product Name Description rm Panels 24 a Galvanized Steei Storm Large Missile Impact Resistant Scope of Evaluation: ThisProduct Evaluation Report is being issued in accordance with the requirements uirements of the Florida a Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter GIG20-3 005, F.A C., for statewide acceptance per Method 1(d) The product noted above has been tested and/or evaluated as summarized herein to show cortipliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation Of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTSraw EX ding #20-31543 filled '24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)-, sheets 1-5. prepared by Engineering Express, signed & sealed by Frank Bennardo. P E is an integral part of this Evaluation Report A TEST REPORTS 1 uniform static structural rformance has been tasted In accordance with TAS 20 2lest standards tfar test # -A -17 1 I kw Testing Inc re ci s BT SG -00 b B ac ater est n Po ( Y 9 ) tperformance Large missile impact resistance and cyclic loading has been tested in accordance with TAS 201 and AS 203 lest standards per test report(s) #8T-ASG-17-001 by Biackwater Testing Inc. • STRUCTURAL ENGINEERING CALCULATIONS u Structural engineering calculations have been prepared which evaluate the product based on comparative and/or Terrorist analysis to qualify the following design critens 1. Maximum Allowable Spans 2 Minimum Allowable Spares 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-066D 1(866) 396.9999 TEAMb ENGTNEERiNGEXPRE55.COR ENGi N EekINGEiPRtss COM Oi^" N �- v.t N IT T. _ H,/ ����iYY"• 1 �� {1 L., .� _f , I T -7 CL CE ':'n_-] g'�L:11 RV ., L I, .R aA . r E: R 11 :F - : x. , —1 -, I m F I xN I i C�(-- H L -. 3'I �H AL .-a :.`- rsrv= a'-1 I, .D DI 1. /-,// U `- 4 - __,,__t k. 1 ,�,u4 _1111111__I,14�_ 1?N;:.1�.._ ,�_, CrEc 1'.;,-..,-D �.1n:4IH.NT..,H T., L 31 F - —, 1 Cc. f - .t, 1L uN WAIT NOUN* B=Crldi j AL 1 B Paue 2 oE'? UI 'American Shuncrs and Glass - n_ iga Gallanizcd Steil Slornl Panels No 33 % increase in allowable stress has been used in the design of this product Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities Impact Resistance: Large impact Resistance has been demonstrated as evidenced In previousty Wed test report(s), and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span SChedule(s) on the respective veProduct Evaluation Document (ieengine nrig drawin g) Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I e engineering drawing). along with all components noted therein 01 he materials specified in that roduct'a respective Product Evaluation Product components shall be t pe p pe Document lLeengineering drawin 0) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e engineering drawing) as noted herein I n 1 b superimposed i a shall be f a material All supporting host structures shall be designed to resist al s pe {reposed loads and s a o listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed tot on a site -specific basis by a registered professional engineer i Permanently installed shall he protected against Corrosion. Contamination. and All components which are Tina e o a t rosJ po pe ty p g other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Rcspectful h . Frank Bennardo. PE ENGINEERING EXPRESS 4PF00. 6;49 I Ceri Auth 988. 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9541 354-0660 1 (866) 396-9999 TEAMIRENGINEFRINGE%PRESS, COM ENCINEEAINGEE:PRES5 CDM '.gym_,... .III _ L I . / .. "/ `� VN /- � ,// rprg, y Y. 1z 1H n, , I J , .i•- ;r ! "�' , I :- r 1° r DFJ:.-HECi LF � - ;rli xn_L ulFs I 'r, I -H-I,, lie f T s�[n 'ICr_ _ t l .t A--: A,Ar L -r•: .. nr xp:..:. nr rrI -. _ __.... _.- U ODTk1NAl TOR76]—CLUBURE UEiAIL 1 -� 012 20-31543 I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ji INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES I I EXISTING POURED} lj CONCRETE Op I 1. 4'. TALON I CONCRETE BLOCK A ANCHOR O tY OC /.%;. REQUIRED. •• I _ I 4 ',� �1 O.A•- HEX HEAD TEX WOOD HEADE-F - 1/A'P 'APCON ; , _ I.f J14,1' HER HEAD TEM _ ANCHOR O 12' OC SCREW O�.;�/4' FROM REQUIRED I SCREW O t' FROM ?I EDGE OF L'A ; I !1 � EDGE OF I 41 L141 ). 1� I- I i ; {,� I 2 E D {� 11 I I J. I , Min. ,1' s aR'3 li t ' SS 4R .) -' _.i 0 t • 4 I A/ ® /A' oc Ea aA.xAP II AR rWu 0 + , ,7. 11 1' M:n 0 I;7• Ir SEPARATION -I i x a,n E%ISTING_II TO GUESS 1J'6. rxlS'ING E-- SEPARATION - )/I6'. 1 1 SEPARATIONI I GUt55 II E AWMINUM POP t „- . ALUMINUM POP . RIVET GLASS p `. i 1 / ' iN"hT 11 LI IT 1/4•A-2O•I• u , 1 6.-0, or I 1 6'-0. S.b , « 1 11 ; I LTA% ,(e1-p,t' L _.I ] MAX AT D, II 4ps* i , F'AY€L iENcn" 'B t PANEL LEwGTH s �s( BOL*s « I tl � N 1 I I ppp u ti: N 1 MI II-SEPARATION-1 i ( - 11 MIT,pN I 'l4's-20,2' sEI* -1 11 10 CLASS 1 ' I niUMB5CREW �a - it TO GLASS 11F 'l' IT 1 SOS I 11 I :14'A-2D,Y Dr 1- IT 1 t i THUMBSCREW R I 4 ,' Y E '� I t _ I 1 _ I __ Y 1 R• EI) I -' ,- 1. . L 1 EI { T/2 I i- 1 -. ;� I - } %-. + i 1,'4"I AKCIN ANCHOR O ,2 O.0 /4'. TAPCON - _ !_ - n"r4' ROOO EXI$nNG POURED j] ANCHOR O 12' OC CONCRETE OR ; WE CONCRETE BLOCK _ I .. RCOUNI.EG REQUIRED I WALL MOUNTING WALL MOUNTING SECTION EZi ALTERNATIVE EZ1W SCALE 318=1" SCALE 3/8=1" I IIIIIINIII Ip4 •��CEN,S�''✓D8% '=_ - FLORIDA BUILDING CODE (Non High Velocity Hurricare Zone) NOTES,# MIN. PANEL LENC.TI' - 0. 441 r.�DTo ,z,-, Plc. r.E. I. INSTALLATION ARE ONLY VALID FOR MAX- A$ 0 UE54GN $HAT I. BE 2 -6" _ *, ; t ' 24 GAGE GALVANIZED STEEL STORM PANEL ! D, r :*: PRESSURE RATING +/- 40.0 p_s i AND V-0" MAX S n STATE QG ; _•;-�- - - ..JTT/Tot. PANEL LENGTH ,, y' 1- 11 L E�N. `, GLOBAL PROTECTION PRODUCTS, LLD. FOR WOOD F(D,;IT)4 •, INN, 1. . „Mr '.urt: 2. NEW WOOD FRAME CONSTRUCTION: y "^ 3Y`-/'�C:./ .fIi :Ts1ao . c 4I ¢ewHAR ^ owPYNn eA-r-, r ,ti_r•4 IIH MEMBERS i0 BE SOUTHERN PI SPECIFIC NE No 2, W/ 5 EC Vd`? r.."., - _ MTl r4AP wlb....e'9• 'S/U-' Lti DENSITY OF 0.55 OR EQUAL. PIT— IIIINIIRIi n,;'1,(:wvr,PE,;)e,r J %M. 'YI ri.WlDiI 91Tr1 ,R IX +e ..__- I 5Mlk BENRORUD G ,R MAXIMUM ALLOWABLE v FyR ALL AMERICAN SHUTTERS AND GLASS ;INN 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ 1�1- DESIGN PRESSURES: °T ��.,,,`{" n ,' -01 " ' •-' AS NOTED IN DESIGN WIDTH UNLIMITED fPERP, TO PANEL SPAN} DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOF2 USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE IM W E~r `x In V TOP MOUNT (CONN-. Tvp, TYPE IG REQ'Or SE'iTONS OPTIONAL f<"-10 STITCH 80LTS WITH WaSHERED GOVERNING CODE PRESSURE REOUIREMENrS AS DETERMINED IN ACCORDANCE WI H A5(E 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL RE LESS THAN 'DR E UAL TO THE POSITIVE OR NEGATIVE DESIGN D QQR P Tr .T F A', RESSU ETO HE VALUES L1$ ED HEREIN IG N ASHOWN. ASSEMBLYS e1 3¢E a =.alRl. •0 1 E•. 7 tt aid I a a ji WINCNVTS FASTENED 0 Ci i 11 OVERLAPS 0 MIDSPAN (USE � ..ATE SPAN TABLE) GENERAL NOTES: �.1 3C T di a I a 'tt U O O FLAN VIEW N` yi a ¢ F x O a � Cu M 2 PC 156" R > GP 3 THIS SPECIFICATION TH R HAS BEEN DESIGNED AND SHALLBE FABRICATED IN ACCORDANCE WITH THE Ri�jV[ft EMENTS OF THE FLORIDA BUILDING CODE SEVENTH EDRLON (2020) FOP USE INSIDE AND OUTSIDE OF THE HVHZ PER TAS 20L 102 AND 2031ST PROnXOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATIC HEREIN MAY REQUIRE AD DITIONALSITE-SPECIFIC SEALED ENGINEERING. 2 NO 33-1/3M, INCPE4SE IN ALLOIVABLi STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, W K w l O W 'M 0 (f) n _ �/ \ / I _ BOTTOM MOUNT � i 1 f° (CONN TYPE AS , i FIND) h / ~ R0,3g1" / 7 MAYBEATTO,�-� J 3.JS 3. THEARCHITECT/ENUNEENOFRECORDFORTHE PROJECT FORTH rRDCrURE Wm1 WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FORTHINTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIG14 WHICH SHALLBE C000.D3 MATEDCITHE tAMITTINGNEERING TOR. 4. SEPARAT 'SITL- [CIF C'S ENGINEERING ALLB P e P U111 E SP 1 POIFL ICa G AN E t E OEREN.(DEVIATE .ON LOAD DEFLECTION DPSPAN SCDNPAION HEREIN. CONTACT TN S ENGINEER FOR ALIRNA�'TE SPFH CALCUTATIOHS AS MAY BE REa11IRED. 5 THE S STEM DETAILED HER N 15 GENERIC AND DOES NOT PROVIDE INFORNATION FORA SPECIFIC SITE. FOR 617E CONDITIONS DIFFERENT FROM THE CONDITIONS TAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECTSHALLPPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN O � $ Ui �/ p W SA ,6 q K& � � N O 1 d BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION CONIUNCnON I. r TNIS OOCUMCNT PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES PRESSURES DIVIDED BY A 2.6 SAFETY FACTOR. : « 4I, N T S VA 1 ELEVATION TOP MOUNT T L nax ( CONN PE AN (SPAN ABO3rE AS RE '0 ( Q 7 y--- STRUCTICiN) OM �'j - T ¢ ,r, TY C� Q'D3 o a= arc —OBSTRUCTION E n , LOCATION MAY VARY' ( r N n iNK MOUNT n TYPE tAS L Q D) 7. ALL FASTEN ERSTO BE Y'b OR GREATER SAEGRADE 8 UNLESS NOTED OTHERWISE. FASTENERS SHALLBE CADMIUM PLATED OR OTHERWISE CORROSION -RESISTANT "A TERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM9rAUCTURES"BECKON 13BYTHEALUMINUM ASSOLTATION. INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES, ALL STORM PANELS SMALL aE 24 STEEL v0. 24" B N GR L I 09 B STORM PANELS SHALL CON FORM TO TM'46535TRULTURRLUNALITY 45 Y WITH A96463-I4F ALUMINUM 5T[[L.LLAUMINUM EXTRUSIONS 10, ALL ALUMINUM EA RUS30N8 SHALL btl63-Tb ALU 3NUM ALLOY, T E M UNLESS NOTED OTHEAVIISE. 11 TOP & sorTon, OEEAILS snD•,YN MAY BE INTeacnanseD as FIeLn CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICADLE. SZ. CONCRETEANCHORS NOTED HEREIN SHALLSEEMBEDUEOTC: NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE AN CHORS PER MANUFACTURERS RECOMMENDATIONS, 13, THE CONTRACTOR IS RESPONSIBLE TO INSUUITE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS ]a. ENGINEER SEALA IXED HERETO STR RAL DES AS FF T UCTU ION SHOWN ONLY, USE B THIS R SPECIFICATION N CONTRACTOR Cet,OST 4 ITIC UDIFIE5 6 SL FEE HRRMLELL THIS ENGINEER ER FOR ALL COST. IAMAISES iNC1UD]HG LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT ViHIC H IS CALLED FOR NY LOCAL STATE, h FEDERAL CODES a FROM DEVIATmNS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HME1N, NO ADDTROPIAL CEPTI FCCATIONS OP AFFIRMATIONS .ARE I NTENDED, o Z S; V Q (} (Y W Q J J A'y' V 1 5 E^yI Ie 5f a 11m �L �t $ U C e b ■E[I! , {iy EECe Lmw( BOTTOM MOUNT (ODNN (SPAN BELOW TYPE AS REO'D} OBSTRUCTION) SB. A.LTBRITIONS:ADDITIONS OR U1Yf Bt MAwONGS TO THIS DOCUMENT ARE NOT PEPMITTED AND INVALIDATE THIS r E TTFICATION 17. PANELS SHALLBE PERMANENTLY LABELED WITHAMINIMUMOF'1)LABEL PEP EVERY 3.0 FEET. CONTAINTNG THE FOLLOVOTIGINFORMATIDNI ( ALL T PALM BE SMATTERS A.r10 GLASS WEST PALM BEACH, FL � y N = Y C �� I PANELS MAY BE NOTCHED AS REQUIRED, 'OMONAL 4 -20 STITCH RACAV LIED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY V/INGNUTS FASTENED G SPANSABOVE& BELOWOBSTRUCTION, OVERLAPS ® MID5PAN (USE APPROPRIATE SPAN TABLE) TAS 201, TAS ZOt &TAS 203 FLOPMA PRODUCT APPROVAL NUMBER / G�IIIaIr IAWRrFrIlI11D01E VISIT ECALC.10/31W3 s- 0 20-31543 VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION) 1". J'`FIiD=r'T`:' - . . ;':. r; "P-r L ill Mat ENMNEt3twBEf(PRI�e rAwST(E . AI.Vngrlu[✓,na. IlErvRnAPA a CILIA ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS M1F.'M5MR. PA J N YfARA Y RIM' d Lai+' HVIII WINII.INT 4 A f 1'11NAi "I111LE.1 MAXIMUM j DINO, A 1"WA@1} rl iA IAII(,NS If SF ,N1PAIlAn N. iF.rA IFF PN Ni E5. (,;,I t 4 AN I I T ARDYr uRAOE N HA AN VF GRAD N V (.. PO 1 1 D' _ f VIP ,r, 1 ]6.,I .135 i - l 0 m 216, I HIT I jQ L M1 Ili, i,; -. :. lb r - !4S 1 )n i SUE rn )16r, !"'' IR'll in 6Dr,ln :14n •/ Si L I Puts nI ss •r-I,0 3 I 609 In 251,n I/ 6S NA 8 n ` 17 in r ,H L In4In At*'n v1. : SPAN Ht ULt NU I t 5L U S: I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN IsPANEt FASTENER E.cep ' L7 0 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE TOP USE WITH 'T V l A S F THAN R IA T PINS, r E D D- LESS U EQUAL O NEr A*;vE DESIGN LOADS. 2. -'PANEL FASTENFPS- ARE STUDS USED IN CONJUNCTION WITH At MOUNrNC EXTPL15IONS ' TRACK, 57' DC Et ANGLE ETC.-r USE 6 2> O PANEL FASTENER SPACrNG TABLE .ALLIES FOP ALL AND U'�HEADERSIiNCLVDINGBUILDOUT COND17IONSI , LI NEAR (NIEPPOLA iION BETWEEN LOGOS IS LOADS IS•ABLE OTHERWISE USE NEXT HIGHER LOAD GLASS SEPARATION NOTES: WITH C 1 ENTERS A SCHEDULE cat POSITIVE EE51,NLOAD ODETE MINE MINIMUM ALLOW AatESEPARATION FROM THE OPENING TO BE PA01tiED 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION MrAl EEN LOADS IS ACCEPTABLE. VTHERY"'15F L15E NEXT HIGHER WAD FOP INStALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENtIAL FL,CILFACILITIES INA TM WIND ZOINE> I THROUGH 3.THE GLASS SEPARATI ON LHEDULE IS NOT REQUIRED ANO NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 58 „�i m g 3 C t 43 TE TE $ loE ` A.S= 8 -S ii _ epp e v ,e N ALL ` ^ u i � S, 17ti5 D fi1h 'H' Heade, 0' 0 0` 23" ?4^ 7•- $ 24' 0- . 23' 2e' Bt,FI-'U'Header ❑" or 0 23' 2A 25" 22 .' 7 24' 7F 2e' 2,5 B TP H.ede, 0" 0" 0' 23' 2C 24 2 24 0' 2C 7T Yi' 0 y 4 _ 5 Slid T 23' Ii' 3D' J 1- II" SO' ^7 J0' I1 33-' gaviiBe 1'F' T c'r _4 24 1" 3^ AB" 57 'e' J$ J As. 3V- E3" g O F' T A 5 IW 4 Nb Ali RN' 1S n2 . 25 22 15" 22" 31 .1 S0' 2i S_T 30' n(r• Ir" SP -- _ 5 7 ST 31 1 I SA" 3 1" I D+aa Mc I "JS" t X 'J` 10' SB" 50" Y' A a 4 4� a :sO'- 5a^' O V N [r 7 .3 z J' Ts 2 z t 0 z J' 'T' 'Ni' a1 F' Ar It cA 2 A' 2J 2 4 3tr' 1 B EA 2S JB d 48 Si' 3. Sw4 A II h1DN 1 3" 3 3V.31 I jr, 30 J 3fC II- 11' 33" L T A 25 a 24 3T 5r % 31 ST e" 4'1 33- Sa' E N 3 AG '1T' .. rnv_ E - - eT10PTIONAL INTERIOR FASTENING DETAIL N.LS. - N,AAODINACbO PC +PEiO'KS,c fAei r. - 2r094' - 0,75 j 7 -7 . 3 J 1-2 250"'j 0 0 2 7 -I 0 060" 4. - '.. I ' 0.094 'QI 0" z a £ r ill 625, y n 55�� A.LZS" . 0.125 oN Cd 0.094 T-- TF'P. ]fl GA _ $ g 7 m 4" �` 120"n TYD 75Ns n 00.094" µWP-03 62" wG 1p'u -_ 3 .062" D yO�ljj +{ 1930" 1..930" rN0.062'-I-D.062 375"I r ,D62" _� T_DL2S, ENS Ya I �i 2.000" I- EE117 l 35 _� .030" - 2.0D0"2.020 50" -i VOW' I- ._I 2,000° {- TYP ui=ui LDS Atir E R 1.180" U-PAN 0LD.%1 E "H' HE R G1 �_72L" /\ ADC �.'U' HEADER �aBILO-OlR L" HEADER I,�----�, r 'v 31 1'7-'--"".. B �N ID fig -{ zSp 9 I ------1.SL12.500"PANELHCOVERAGE— 1510" ��'.3BOL79A-{I - �55" p qr 0030,�55" Q 0 16b55" aISD" 0350"" I.0o7" �'11 n. $NSo 1���1E�1p - 0.250 D.O50" o u14.575' PANELLENGTH e p � f'1llF:;p r� Lvo 1 V p P - R'nII11 - DCRECTIUN ZSD" ///,,,YY IIII NAY BE0.065"0 � T- 090" D D" O.70S J9 �O 7 LO" T_ Dnrn R - 0 35" --il- 1TT,� 0090'`tTv InvAPR 2.T P nPa1LD-OLT Y TpAEN .-."F' MACE B P- TR r.1 wAs'iEA�A�3 w�.9s7"_U.313" 27"Q' -1. 0 376" 0: 0 955" Q� ..� r ,Ill«- __` R tt a P LEG ytFI d -' � - - _ � D1RrcrIDN F �� � rq� b M1 _ r--3.000 D.121 r,E Ar. 3 LL O a'i 1111 yp Z .:. L..i- vl1'.11. ,� "f• ANfdE - iRACN IEXIENOE01 IµC-J N � 6 J F i a ...,.Irwaw. �., a 1 e00" 1I i:Ytll+:- II��I:CI RICE II I=/1 ri q j - L OVERLAP U Tf�"C `I' q x IeN 4" MAX (\ CORNERf1DSBIrE DETAIL 1J Y_�__/� tJ,'25" MAN. �J F k i 1 IP I " 4 p �` J/� ' �/' zs" MAY , MAX ' 11.1- nEr T - H cx W O BUI D-OU -n< n It ,.n ., Lsr. , .>r of rsE lv OCR NCE 'N/u MOt Nt ,. o TA c r rfr it J 1000" -Ir .. -. I— Q _ I. -I L_ 11_.. E' EMBED -� F v. IT I 1t H' _ a' NI A 0 1.00D" _r n ., P _ - F:f,. " E f^- ^dJ eig OVERLAP 382D «'s•_ °C Nr`, 1 A'-y MAX /r Y N �w e e`_> 'S" MAM �!"(111111 I 20ri NT5 _ a HE ,.. MIN nAu. t+4 pp. 3.500" 8 D !f j 2 . L it n ]4"MAX. I MIN 1 .of „ 1. f_s ew _ U . T 4 'n'A= nL6RHE0.-f CL6SUItE DETIL .Ee- , J.n>A _�". F HI I EhIBED " m'+- L �r R�E TR,nMWIITCU3SUREDElA4 •fit n T'R."T..v a �¢ �• G �l I I L� p9E! ' TITS Z$L°id Y'.j tl!- ANCHOR SPACING SCHEDULE: 2A GAUGE PANELS. PANED-FA.STE14ERS O L2 T O C ® - ® Ill M ®8mmmummEm838Em®M%I.MRMM ®ES-iffmilmilil M11' •1 rM ®EMMM®' MM - ' '®' Mw ir ®83MIIMM ,� �� ®®®f®f E M. ®®" l' ®fT,��®®®E«��A��A�,1Pl®P�I� ® M®I3'.L'i®®®EJJMi>v EM ®B MW I ��,,� ',/ "N� ,N �,I0,, 1 /% 1 /// / / /, / ,.�i / / / �// %'./�� //%//�� �/ / i i/ ,,// l/ � /G I/ r/ / di %ir f /H / / i� / ' / /y1p.r/5///'. / /i / , / , ,i r /,� rill'. 65 'll/- /.,,,yam, � gamm �QIFt�/, ri / /,®® � / / ! ®mac/s , fl // ®® / ��lry/,� / . �.ffi ®®M�®If���B�m ®"y"aL somm Ill ®ME Im an E=11111 I® ®®mmmom®B�m ,®��IIll as ®B��EMEMMM an MMMMEEMM MM _ - ®BE��m®���8�® ®® 0B��f�®®®���® v/ ® 1 ;. 0 ®®E�®®' ®��®�ffim' 0®�®® Lt ��W ® m®®�®E� ® ® ®® mQ�annw/i/��/�//j�/ G�O�MEMUN/�i, P/ ®_ffl wxmfflw///f, _ ®®B�uncuEm�� �T IF111=11111111 IfF®�® ANCHOR NOTES: I RNCHORSCHE OLE APPLIES T 0. PRODUCTS T Y D LIES D ALL ODUC CERTIFIED HEREIN BUT ONLY PROVIDES MMIMUM ALLOWABLE ANCHOR SPACING. MAAI MUM ALLOWABLE SPANSAND P RESGURE5 INDICATED SPAN SSHALL CHEDULE2AENTERANCHORSCHEDULE BASIC ON PANEL FASTENER SPACING. T EXI STING STRUCTURE MATERIAL, BANCHOR TYPE SELER DESIGN LOAD GREATER THAN ORE UA TO NEGATIVE E5 1 GN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELECT CONNECTION TYPE 84SED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 rqR tDENRFICA TION OF (:JNNECT [ON TYPEI, 3. "PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS (F- TRACK STUDDED ANGLE ETC) USE 6.2 "O.0 PANEL FASTENER SPACING NGTABLE VALUES WED FOR ALL "H" AND "U'-HEADERS (INCLUDING BUILC'OUT CO NIORIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERE:' RECDMMENDATIONS 5 HOLLOW BLQCR HOST STRUCTURE SHALL CONFORM TO A5TM C90 BLOCK. 6 MALtMUM EMBE('iMENT SHALL BE A$ NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUTICO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITED TO L/4" MAX OR SHALL BE VERIFIED Br OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a.CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE % N F Y W E E E I617 G STTdfCTURE IS WOOD RIMING ExLSN NG CONDITIONS MAY VARY. FEEL[) VERIFY THAT FASTENERS ARE INTOADEQU M NO MEMBERS, ATE WOOD FRAMING ME PLYWOOD. T PLY 00 FASTENING PL YWOOD LYWOOD 15 ACCEPTABLE ONLY FOP SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" Y 4" (MIN.) WOOD STUD 0'4 EOCE DISTANCE 15 ACCEPTABLE FOR WOOD, FRAMING). WOOD STUD SHALL BE"SOUrHERN PINE" G.0,55 ORGREATER DENSITY. LAGSCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1 L. REMOVABLE ANCHORS ARE DEWALT PANELMATE ALL -POINTS SOLID -SET B BRASS BLr5HING L2. MACHINE SCREVS SHALL HAVE 1 2ADS INTO " MINIMUM ENGAGEMENT OF THREADS H E THE BASE ANC" ]A AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N.O 13, MWIMUM EMBEDMENT AND EDGE DISTANCE EXCLU DES STUCCO OR OTHER WALL KNISHES. 14, = DESIGNATES ANCHOR CONDRIONS WHICH ARE NOT ACCEPTABLE USE,, 15 �[ DIREET MOIL NTING CONDITIONS. L6. LINEAR INTERPOATION IS NOT PERMITTED FOR USE WITH THE RNCHCR SCHEDULES LISTED ON THBS SHEET `91 E -4--0 N V) a) (0 (1) - .#--� U N N � O CL O .� I- C .� Cc U -0 4) III � �^^ COVI O O c O O ^^`` W C O LL_ O •Cn /♦Q�V�E 2 i/ .— W 4 Z W J - Nz ;yC r tV\I f ..I CO �. ti y ; Q ..may 5 y - .,n 7 w. Lt c `n _-z c N-, Ln C c'; ,,,C A ` °� �ci: s +p`f'� _C yS 1_i DN c nc' Q R ." _= . �_ 1, Q - ' - ; -= r E G` 1 O_D G }A �`] ^a) lid^ U)) =3 CIO Fn 0- 0- a) =3 V O 0- 0 a) L. Cn CIO W LU c G Q Z Z Q -1 CL SHEET NO. SH 1.5.