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HomeMy WebLinkAbout6758 Back Forty Lp4- I INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN ABBREVIATIONS 7 -LINTEL PLAN AND -DETAILS SN STRUCTURAL AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FUR 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 AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle S4 -DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator S5 DETAILS AL T or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required S6 DETAILS BF Bifold 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 BILK or BILK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, RIS, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door WIP ­ WATER - PROOFING , . 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 CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights PA1.1 PRODUCT , - APPROVAL NUMBERS 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 Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — - CIMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square sH1.0 _HukmcmE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm, Community INT or Int. Interior SW or S.W. Shear Wall SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KNVALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar H - HURRICANE sHufTLk PRODUCT APPROVAL CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered s 1.3 CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n, Thicken -HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block ', SH1.4 D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry Fill SH1.5- HURRICANE PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOP or T.O. P. Top of Plate uU FLT DBIL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder 0 DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans, Transom Window OC]OC�000 DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) LIC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror U NO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base 1:71 E71 El El 71 [71:171 __ - __ 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 VIL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W1 or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor FOR SINGLE STORY HOMES ELEV or Elev. Elevation FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDVV 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 EXT or Ext. Exterior PLIF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLIF or Pit. Sh. Plant Shelf WIM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PILT HT or Pit. Ht. Plate Height WIP Water Proof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.0 NEW BASE PLAN documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 06/25/12 2.0 GRADE BEAM FOUNDATION 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 08/11/15 3.0 2015 NEW CODE UPDATE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding FBC 2017 CODE UPDATES & MODEL the information found in these plans should be directed to our 03/06/18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES considered for reimbursement by the Designer/Engineer without REVISED SGD, LANAI & WINDOWS advanced notification and approval by the Designer/Engineer, 06/01/18 4.1 Payments will be made in accordance to the terms of the AT REAR agreement. 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 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 12/19/20 5.0 FBC 2020 CODE UPDATE 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 1E r protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect 1763 the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance, M 40*J % (D -0 CD CL W -0 C14 E C= Co CIO V_ E 0 18. P Cl> cli C=) cli ....... .... c NO P,'-"-' '7�_' ST V, We To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea[. in W AAh 11- C, E S 8 c,4 .0 0, . 6 C'4 C5 , C 0 T,LL u- 'Z 04 0 U_ CD Z 0 Z my 0 Lu C� 2W 0 05 W Z LO CC) IL Z a N < Z W CD Cq !R 0o c) < < V) CD WCn 3 0 LU V) 04 V) A§ U) W Sk- E U3 4, < �0 0 CC) cll'� Z ZE _JOZ LL_ c6- E CL 0 E V 'Z Z< K a Q < 5 2 R . 00 .0 E 0." 00 Cf.) _C3 Z <Z 0, Z Z gZz o W <'0 . M MillV0, 0 .0 C) 0) LO co Lr) C) N CL LO < 0 cr 0 CN U) M 0 LO ILL 0 00 -id U C10 C) (.0 co M C'4 0) b L0 00 N < V) r- LO E 2:1 r.0 Nt 0) 0 Z Z E 12- Eai 0 ca U < 0 0) JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. CS O. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES � / 24" TOWEL BAR w L I-, ON WALL ABOVE TOILET >/ MEDICINE i CABINET TOILET PAPER HOLDER 02 02 LL 9- N ih� M r. O. BATH KITCHEN VARIES PER FLR. PLAN o 60 cv 0 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR IN TUB OR SHWR, SHWR VALVES O SOAP DISH q b Co o 9 O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Z SINGLE a ROD w w a F- x W op 00 U r in CLOSETS/LAUNDRY TYPICAL HEADER HGT. 0 ih KITCHEN 42" H UPPER CABINETS- 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT M BRACKET 36" H BASE O FINISHED CABINETS COUNTER TOP 30" H BASE o D 4 00 L CABINETS o 00 6v i a 1'-2" cO O 2x > 4 °J FRAMING -9 0 h D 112" GYP v 'ry (V ? fV BOARD- FIN. FLR.FIN. .1 FLR. x P.T.JAE SHELVING ISLAND COUNTER CABINET BLOCKING ifi V-4" 10'-01, T-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN T a, I• _ •• ------------- •I LANAI r 8'-8" FLAT CLG. A.F.F. 0 10'-4" 5-0" o I I J TYP. @ AC PAD c? CO I I O I I S6 2-STORY O HB I 6068 SGD I 35 SH -.� _T I ALT B-RKF-ST4 AC PAD 1 -v - -8'-� - FLAT Ci G -- c� TiLE j i I , DINING T 8'-8" FLAT CLG. 2 CARPET 1 _ - j i i L N e - '2i�6$! [3: BF N I I - S6 00 TYP. N - 0" - 6-6 - o I 1 00 2-STORY ,r, LU 0 I z O __J I -- 6-E] 1111" - 1 -Z 8� 1 1 -- '- GREAT RM 8'-8" FLAT CLG. CARPET - _I 1Tr J I 61811 FLAT CLII G. -- --- THR. -- - - -- � -- L>_ W PLUMBING LINE I t 504, i --�0 -3 01 -� 111100, . 81�11 21 411 41 117, 0 TO SECOND FLOOR - - I 1._..._' ___-_1 i fn ALL "' (3) 2x4 #2 SPF STUDS W/ 1/2 WALL = A ct rn i i (3) OR RAILING N -'' 16d NAILS AT PER SPECS -- -- - cQ BASE FLOOR G.T. T CA:) - F-� - 2 I I I I II 1 I I I I I' -7 I_. I I ! r ?o 126168 I I W c' dI I BF I I I I I I II I I I I I I I 1, UP t- I D I I 1 TILE' i�6 1 2 1 I I I III ( 1 8 6 I I I- I '. OPEN TO ABV S3 _ •Q6-4" SHEAR WALL � `1' EDGE - (3)i2A#2 OPF! - STJD�VV/SUS'- r - FLOOR G.T. OF SLAB 2" z ►_- B YOND WALL -- ! HTTi6 @_6ASW 4'-5" T-3" T-6. p w BUILDER TO PROVIDE QF APPLIANCE PROTECTION 0!Y� W I - U Q LUOn - S4 WHEN REQUIRED PER FBC S3 W H1 $ T�F L� - - -- _ > p z W/ USP L TA18 STRAPS • • f= (CENTER Q WALL TO D) EACH SIDE OF FLOOR TRUSS D O 0o I I S6 -� U ABOVE 16" O.C. U o I I NTYP. @ _ - !Y W CM I I 2-STORY - W Iv J GARAGE = W } �mILL. - - > W 8'-8" FLAT CLG. A.F,F. N z0� W _ I I - 19 -- o N Cn > I I ENTRY 00 60 I- _ - 8'-8" FLAT CLG I I w z ti - AFF I I 10 S3 I I I I TYP. @ I I _ SINGLE I FLOOR G.T. I -------- STORY • 8"x16" CMU COLUMN j N i W/ 6"x12" ABO E I I - 12"x12" CMU w/ (4) 1 K INTERGRATED INTO I - #5 VERTICAL o HB I S4 TYP. WALL W/ (2) #5 I 9 10 VERTICAL i GARAGE I - C0 --------------------- -------- .* 1'-4" 16070 OVERHEAD DOOR (R) 16' 1,4„ P1 4'-8" U1 OPENING PRESSURES ENCLOSED-EXPOSURE"C" A) +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 SEE SN SHEET OH SEE SIN SHEET 6G 9 140 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 20 X 26 18 21X 25' S.H. 13 20 X 381 18 1 X 37 3 S.H. 14 20 X 50 $ 18 � X 50 S.H. 15 20X63 181X621 S.H. 16 20X72 1821X712 S.H. 1112 271/4X26 26X25 S.H. 11-13 271/4X38g 26x374 S.H. 1 H4 27 4 X 50 s 26 x 50 S.H. 1 H5 27 d X 63 26 X 62 112 S.H. 1116 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 Ja X 38 s 36 2 X 37 3/4 S.H. 24 37 J X 50 8 36 z X 50 S.H. 25 37 X 63 36 2' X 62 112 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 3818 5212 X 37 a S.H. 34 54 X 50 52 2'X 50 S.H. 35 54 X 63 52 2' X 62' S.H. 36 54X72 522'X71' S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE 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 91/4" 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 FIRST FLOOR PLAN -B SCALE: Y4"=1'-0" 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. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) s� ® r.m __J o o v W c� cc C-1 y „fl CV Jm 'n CV a � E�� w CD r >c m {!J C � n C'7 CV 0 cli Li Q a rL+`. fya 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. {LI '-zr E N O N U N n 04 6 Q 3� IA Np� LL d w Q 2 C7 13 J� �O Z cc2 i 4 - o = Co CN rn z Z IL o O L) U M w Z � N OU ❑❑❑ Z V tin M � z N M o z Q � a J to M z �_ € LL v' W � U O W o N tN �V) � U W t 8 = w m U o N cco Q & o N oCID w w M J O Z Q E O o z® cag 00 o E o rm ¢z ¢o Wz 0 ¢, m 0 N O U Z F >< cc �' -t Q- w �Z Z C � o go CO °LL z w w y� m <� L i! o �_ w¢ a, ;o v a 3 zla o O > Lo C m 0 ^ M N o Ln Cr 0N m L i O Lt. Y O (� co N co1 0) Y O r Q LU) r LLN t\ LO Cfl o E E Z cc Z E O 2 cc a E ci ¢ o � JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 1.1 SIN CONT. HANDRAIL RETURN TO. i- WALL DETAIL A) SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN T-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- F- - - - - - - - - - - - - - - - - - - - 1 A I 125'-0" \ I I 8'-9" 3'-8" I I 42" KNEE WALL WITH ; H1 I H1 16 1 x8 CAP & CASING TYP. @ D2 ; 12 O A TYPS6 D2 3/4" PLYWOOD CORNERS I 125 H U.N.O.. 25 H DECKING USP MP3 CLIP EA. EGRESS* EGRESS* STRINGER TO BEAM/ ___ B 60"x36" SHOWER FLOOR SYSTEM TYP. FIBERGLASS C`Mld 16 -- O- -- SURROUND P! \ TOWNER'S T 15\\\ 36" H. CONT. _ ° 5 SUITE I \ 0) 8'-0" FLAT CLG. M -- ! B T - \ 6 = 268 CARPET 14 \\ GRASPABLE , H1 r FLOOR - D2 SYSTEM 13vvv I o�AT. o RAILING 1 �aB Ti�E� G.T.50 I O v v M I IT I as '-10" 33 - - - 16-8'- f - - 12 v v I 4-SH \ I 11 10" I _____ _____ I R&S 3 \i 1x TREAD 10 i = 42" KNEE D2 rWIC Mid \\ I SIM. W/ (1) 8t 0" FLAT CLG. o (TYP.) 9 1 00 WALL WITH I CARPET = 2068 MSTAM36 4"� \ I 1 oD I r ACCESS, � 1 x8 CAP & STRAPS @ � I '� _ n r! r00STORAGE 8 \\ I CASING M BASE L----- 00 UNDER 7 I _ °°---R&s--- STAIRS I r 2x FRAMED 5\\\ ; TUB/SHWR MT-3- TILETO7 -- BEDROOM 4 WALL j A.F.F. O 8'-0" FLAT CLG. 4 \� 1X8 CAP & _ rn CARPET 1x RISERS -- BA 2' -00 (TYP.) 3 CASING o-FLTCLG-8 \ TB; Rv ALL OR 2x FRAMED (3) 2x12 2 RAILING PER SPECS iio ILL0 WALL STRINGERS 1 = TECH CENTER ILL 2x4 #2 SYP. P.T. THRUST BLOCK U) 7-9" 5'-11" 2668 11'-4" W/(2)- 1/4 "x 3 1/2" TAPCONS @ H1 �D2 N 2668 E-- ------ BF 16"o.c. AND 3" FROM EA. END. .. I ! ! ! TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (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 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 1/4" LVL 2.oE Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.oE Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.oE 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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 UE +26.6 / -29.1 FO +26.6 / -33.5 GO SEE SN SHEET HH SEE SN SHEET 6&140MPH 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 18JX25 S.H. 13 20X383 181X373 S.H. 14 20X505 181X50 S.H. 15 20 X 63 1812 X 62 2 S.H. 16 20X72 1812X714 S.H. 11­12 271/4X26 26X252 S.H. 1H3 271/4X388 26x37 S.H. 1 H4 27 a X 50 s 26 x 50 S.H. 1H5 274X63 t 26X621/2 S.H. 1H6 2711X72 26X711/2 S.H. 22 37 a X 26 361 X 25 1/2 S.H. 23 37 4 X 38 g 36 2 X 37 3/4 S.H. 24 37' X 501 36' X 50 S.H. 25 37 a X 63 36 ' X 62 1/2 S.H. 26 37 a X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 g 52 � X 37 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 2'X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 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. 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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 -B eery C%�I 0 a� U UJ ccvN - � W- N R Q a- 'y d c r� E Co ca 0 cL 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. .Wsslot EOo o O = v N U N Y 6�' J 0 _ �M0 LL M Q 0_ a wa J LL u- Z Z . 0 L 7 3 y� o f6 r- t9 b] Q 9 W p 'C� W <o26'O' � Z Z LL w N Z 4 x _ Z N U U to F O �Q❑ Z W V M N M z � S Z o Q� JJ IU) N M z _ CV C 0 4-1 W Vm 0 o Ln LU [�_ ONall v W E i li _ 'Ji z 0 Q o N to ti o CID MJ L o N zo a N U wz Z© oa 1 no wtt oE x0< d=&Z jo O ( co ao ow� � L' Gn ¢p ¢ m� �¢ O U u O LL m J m " ¢ w Z Z 3 0 CID � < WF T LO wLL ¢o oZ �- �3 Jw =F o M wa Yo aF _ z¢ 0 c Q Lo 0 m 0 :3 N o L0 ^ Cr 0N � U) J o Ln .� a--+ 0 � o CL) co N 0) 00 o LO �-- LO �-- nLO E C f6 Z � E O m N E C it U J Q 0 J JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 1.2 ib 00 00 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 2ND FIN T.O.M. ----------------— — — — — — — — — —7 n TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) - FIN FLR — 12 5.01 El E:1 El [:1 EJ�El - r FRONT ELEVATION - B SCALE: 1/4" = V-0" Y-0" RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP. RIGHT ELEVATION - B DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.Q. • 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 ® Q A � a c E av M N 0 N 0 C. i1i e OF jq4 k10 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 .r W isma Q N s F ® .7 T .n M rn N o d u a w a ' . Z �ku_ o Y Z J r O co N O O JILI W 6�rnrn w 3 N M z 0 H Z W U OU ❑Q❑ QD M V N M z Q n N z ( o w 4--J C'6 LL, 'P�• U 0 N LU ws j U L � =r,... U o o J w � M M Z O Z Z L3- � C a ® zo �g >ro 4� CL 00, H r0 0. _ 0 x O ¢ U 4 < c�0 a� w L ao Qo o az Ww C) -C3 ¢�z mO O - m m tim a: aw Zz Sp 50 W 0 co oMill w` o M zl6 ao r_ 00 3 0 C> ` > LO J rn m m 0 � N LO Q CT Y o 0 N Ini U) U v, m LO `.. O � Y M N O M N LO T 00 LOL0 r E E _' o z m z E (D cc a E 0 U J Q p � JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 2.1 , , FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HEEL HGT. T. U. P77 - — 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS 12 5.01— T� t, T ` I r 4' OFF RIDGE VENT 35-SH R... I -------------------------- I--_l- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 2'-0" r` 1 H3-SH ----1---------1-------------------------------------------------------------------1----FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1 /4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet 5N1 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 aoa CD 9 LU O � � an •Vf �79 CV ..cc N g cc a E en to M E CM CV C) GV 0 O :Iz OF41 r6`�. i\�o•.� � a � ;� �� �. �,) 'mow �.�°4 •��1fs'fSEFL��� 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 4 �. E N 0 O 8 N Co V 04 O N 04 J ti O 7 fn flit lli l�L �rn� w w t a a U J LL Z Z Z 13'.1,121 @ � O o 1% Sr ag 9�3o M i m 7 t9NO- M J Q o� t� Q m z Z 0 w LO " M Z U G H Z N OU ❑ELi 4 W M � o g tD N z o a N M z �V) Q) C7 0 C U O;.o V1 � N U 8 z� U o' N U) ¢ �m ti t to W M M h oz Z Z 4 L.l_ zo yN a,Z® N U pa I— rrs O U 00 U a E E < °Z d ao ¢o 'w s cn C¢ aO U m� o0 Z, Zm N J g aw ¢ ° 1Z Z U O < Cn OLL a0 W a m dLL �w 63 _o o w¢ _ �o ch v a p J >IO Crn fa c9 :3 CL LO .-. Q (N CT U o 0 N (n N `° o Ln C0 CO)CO CU N LO T a 00 LO r E 0) Z Z E (=li c o U _J Q p JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 01 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFt 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 00 #6 to HVAC METER MAOIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND BY POWER CO. INTERSYSTEM jDisconntectSERVICE 4 Bare Cu Ground BONDINGROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor LO center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR k& 220 VOLT OUTLET j 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 �-o WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN � J C !� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Y OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— WP GFI I DEDICATED GFII RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS W R rr l ->1 N A EI U.C. OUTLET D , I ❑ I IGF 3" VTR ill- -SWITCH I I FOR 1 5 II�R DISPOSAL U-' X; 1 Fl _ A I k a I 3" VTR ill— t I I i I I I SPEC 3 & 4 KITCHEN HANSON BOX 3" PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN-B SCALE: Y4'=1'-O" LU Q- n o c U N -- m a x ...r c u' c- •�2 cca- N Zy CV .c >r� ®=v'�ce, ec qa cu � � gr cu � c c �- c w c�a M O N 0 0 i tlix i i JV e it OF >�pPtn�li if5l ss!F�tj.i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Q O N U "n N N c N 601 it O 5 L,C? N A LL LL Lu cnNo- N LL w �r)v m JLL IJ2 d A 0 Z J _ yZ O SO, Z L N d j N t_fl O O co J Q (0 ��°'�' Z W do Z un th Z J w G H N 3 U ZL 00 oo❑ W z N o o 0 z eD z o C N C7 c/1 z Qj � o LL a--1 �„ C) '0^^ � N uisla ram-- g Rolc I I =� Q r_ o w M > z Q J zo >� Zo o V w� z z® on m I— r0 mo x� O ¢ w¢ Qo 0 < O E a &¢ ra wo ww cA PLAM Q ao mo of m ¢w op �Z Z a0 C1) > C. > wLL �W I r m <3 �- w¢ = x o 0 < > LO 0 ui v� c� Cc Lr) 0 N LO ^ $ J '^ 0 m a L O a--+ �..i +, O Y CM M �CNI 0 � N LO T Q LOiij T E c Z m Z 0 �, E 2 cy ccc U v w 6 c c a JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See ) SElev required soffit ventilation soffit y pp Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 -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-B SCALE: Y4'=1'-0" h! O CW 0 -® > -co CD rr a a ram- v m L.S N cc] o 'c N 8C .. N ..a C�4 ._ y O Cc ®7 cri al ICJ � a7 �9 J GJ 6) CU /S3 N E 0 M CV C> CV Ln O 0 'YdSF41`i �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. NJ W/ d, QE S y ® N 6 C' n # OO # u fA u' W fI% Q d M v 0 LL LL. LL Z ,., O CO m J W Co iq�4j6' d Z ILr d o W N m Q ° 00❑ z W M � N C') O 0 � o Q v J t� N M z (D 0 v LJ.1 � o U OLLJ to g Cr w. W ro t J J0 m Q N o w C.0 M J w ¢ ZO Z � LL. N E za o' >ry Q o E fl E: CJ w z ?0 o a F-- Co XU p Q a0 O K ¢Z t �o wo J � ¢ z m o O F m o >w �z ¢ O (JJ > +f � C, OLLLL a N W _ M w Y O M R X Z ¢ U 2O = > LO J O ui rn to to c9 :3N o Ln Q CT N VJ o ch J N I..,. m O O LL CO i U C0 O N 00 r LO E � d' z z ' E Q N m @ a U J Q C C J JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWC LIT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -� " LLLJ Z --- P . `) CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS ®• I3 .' �_ REINF. SEE FND. FOR '" pp55 QUANTITY #5X 25"X 25" CORNER PP 14�. ' y BAR ONE FOR EA. '`I t t, HORIZ. REBAR, TYP. U.N.O. "`Alternate: The reinf, bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-O" 2'-0" x 2'-O" x V-0" W/ (3) #5's E.W. A. 0 J TYP. @ 2 STORY lit 10 o - 1 PLUMBING LINE O SECOND FLOOR 1'-8" 10'-01, 1_411 , T-4" L TYP. I O W -� I o� 6'-8" N I -411 1 / O'M I 1'-4" 1 14111 I I I I 25'-0" 13'-4" 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 3-10" 5-2" 41-8" 0 00 (01 AC PAD 11 II ALT ---------------� - II II AC PAD II — — — — — — — — — — — — — — — — — — — J TYP. @ OVID 1-1/2" RECESS S6 R SG DOOR. REFER 2 STORY HVAC CHASE MASON'S SCOPE BASED ON III R WIDTH I LOCATIONII II I II I o CDINDICATES FILLED CELL 1 1 I M ' I W/3000 PSI CONC. GROUT I I FROM FTR. TO BEAM W/ 1#5 II J. _ _ REBAR_VERT. ABOVE SLAB. TYPICAL @ ALL PLACES I I SHOWN HOOKED FTG. I - DOWELS 17" EMBEDMENT I I "' - - ci W/ 25" EXT. ABOVE SLAB I "GRADE 40 STEEL" I III 1 I I � 0 o I I !1 II II I Y II I I! �Z-, E] I I I I I - jIj 3 2" MIN. 3000 PSI CONC. S4#-B I o0 I I FOR HERNANDO COUNTY ONLY I `° M in I 3Y2' MIN. 2500 PSI CONC. q,41AB OVER j Lj 6 MIL VISQUEEN VAPOR QARRIER C.J. - 5'-3" 15'-4" II I • II L r 11 0'-0" ELEV. -'-�T----- FIN CONC. SLABI I i 13'-0"x3'-0"x1'-01' 10'-7 1/2" 2'-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. j W/ (3) #5 E.W. o I M I I co ri7 r„ rir r r7r,r ,r 7rir t i- - - - - - - - - - - - - ---- I 1 -3 1/2" 4" STEP 0? I C DOWN dI I S6 M 1T-1 11 S3 MIN. 101, 614" 160 TYP. @ LO o K - I 2STORY I L I I I I I I I I I I I I r I S3 I (BUILDER TO PROVIDE 1 EDOOR 1 "' 1APPLIANCE PROTECTION a I 4REC I WHEN REQUIRED PER FBC I� I FOR FRT. I1 TOP OF CONC./ E 1/2" x 9112" 1 PAVER TO BE 4" 9'-4" 91.411 I BELOW FIN. FLR. i C.J. 11 -4 —+- - - - —t— - - - -r— • I L N I I i S3 C7 9 I I W �- � � 2111 TYP. @ Z - S3 I i o r 1'44" ENTRY --i 2'-6"x2'-6"x1'-0"j 1 O '- SINGLE I W/ (3) #5 E.W. N U- STORY (2) #5 VERTI ALS Z iv O 1.- O 1 WAN FILLED ELL J I ij I A I _ HB S3 I S3 I S3 i:n o LO b I I 3'-0"x5'-0"x1--0" W/#5@8"O.0 • _ _ • E.W. 16-8" 18'-8" 25'-0" 6'-4" 0 60 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 0 to 0 0 O Z0 N 0 FOUNDATION PLAN-B SCALE: Y4"=1'-0" C= a� boy 0 o ® d � y w •- >ZZ B �mx .. u- ❑- �ccC 0 �7ei1 E o sz es ij M 0 CV L0 0 0 �'vR�'. r-•. -- ":�'s riff; i•d'J r emu; s ai: „^ `.�\-' i^* 'ram •.' .`.,x. „aa' 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W "r E N 6 O N N N m # o� ® qk 7 lln N tl Q co ° a Wa ie M � U) z Z 0 Z zoo �_°' rmo o❑ N li 'C N t0 m Lu Q a k z Wi��Or?°' LL W N M U �n F=-- ZC�L=L Q U ❑❑❑ W M � og z b < � b Q Ua N N c� z a �1��, c� a LL T CC3 Sn w OLu V) N W J t— — E 8 =1✓ = Y • U o Cl) Q N sm W co C` J J Z O z < LL CL Q ECIO Z. W? z N z 0 oa H M 0O o &a o< I_ ¢o �Z z �� a � zo U o O, J l Nm <w a ° o< zz z go to 3 C. 7 � Q a o W co . o� �3 J o w< ;o Milli! MV 5OV a 3 >U) 0 It c, c� N 0 Cr 0LO CL ILL CO oM N Liz W t Q ^ L E m d 0 Z z E 0 v; a f6 E a. U -1 Q p JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 5 1 11 --1 I - - — TYP. @ A LOW ROOF 0 CD y`�S U U TYP. @ _ �J4� _ CORNERS — — - 1 CJ2G I I CJ2G D2 i i 2 CJ4G CJ4G D2 2A177 — I GL1 J II LL 717 II . — II H— II II S6 TYP. I I U.NO. — I- I�j 1�1 1�1 11 1�1 � 1�1 1�1 • 1 ©W/ USP I-STAlMSTRAPS 11 (CENTE_ OF TO • • ' TRUSS ABOVE I • O.C. JI 1 P •0 1 1 �" 1 .�� Sri ��' � �i•. �.1 1 1 R_!M Loll • • TYP. U.N.O. A TYP. @ A SINGLE S3 STORY 00 J U— RSH ENF CLADDING WIND AND SUCTIONS FORM AN ROOFOHEIGHT <T 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) () VALUE DENOTES SUCTION a=oft a OV AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 - -�/� 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD TYO( ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: %s" EXP. 1 (2%g) or 1%2" EXP. 1 (3V1s) TILE: 15/32" EXP. 1 (33116) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g' x 0.113") NAILS W 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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. 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/— J RAISED BOTTOM CHORD EXTENSION SEE TRUSS S6 MANUF. SPEC'S FOR CONNECTIONS TO G.T. TYP. U.NO. SECTION SCALE: 3/4"=V-0" @ 24" O.C. MIN. (2) STRAPS BLOCKING PLYWOOD FLOORING L (2) 2x6 BLOCKING UNDER`— FLOOR G.T 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT 39 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS - - -- —`-- - J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR -- M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Cd x 1 1/2" MTW12 1195 1005 14-1Cd 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME -- ----- - U MG_T 3965 3.330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 114" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10- 10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10dx 1 1/2" HHCP2 680 1 570 1 (20)1Qd x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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 ;ARRI�R SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: X"=1'-0" ,d ® > W = IZ a r� CACA C14 Ln d ® � as C-4 , C ar LB �' w C" =. 'a R M 0 CV 0 0 0. ' Carl . ' 17 _ Ma 'y�'ri`��� N * � Y..i +NYC➢ n a� e . at'�'' �±y�`"f 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. WAmok Q �E 00 N V 0 _N N 62 :9 C.00 at L 0 rn ti "I ° u, N Q 6m"v w ° d o LL LL EL[7 Z _ z Z v �' o o 9Y °a02, U) W I Jkw coco Z U O aN I=- O U 17117113 Z W v M � N M — � o � N z o � B rZ N n m Ul z a VJ s u- 4 (6 cry w O� w g L/ ! Cl N F— 1A v W J E 8 t C) O m Lr to N Q N Y O N m .4 co Mw M Q o w Z z a LL- ca E wo � o zo < R p E U ? wz z p oa Fcu R C E �� ¢ ¢ 00 U O 0 < O co o <o z wz �w - ro <o U �� m O : C m J m ¢ �w zz 3 ZO W C17 T o� K 0 az �w _ m Z =F J w¢ i ;o o M , V zl< 0 3: yO J O m 0 :3 N o LO .-` Cr o N �- U) m �' 4 -0 O %%..i O LL C) (fl fU CV n 00 N T LOLO T N 7 It N o Z z E C) a E U ¢ p JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 6.1 —, —T— I r--- - 19- -- 0(2) — TYP. @ HIP CORNERS ) ) ------------------) I I I I ( I j TYP.&,' I U U U < G J I TYP. / 4 U.N.O. S5 I I I I L------------------------------------ J PER ASCE 7-16 OF GN ALLOWABLE RSH ENGINEERED CLADDING WIND FPRESSURES AND OSUCTIONS FORM AN ROOF OHEIGHT 5T2 ftND /IND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 — E GABLE -38.22 -38.22 -60.99 -60.99 -60.99 E78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2y16) or 1%2' EXP. 1 (33,6) TILE: 1V32" EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS 03 10d (2Yz" x 0.131 ") NAILS OR ASTM Fi 667 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 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE-BOLTS _ (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 1 555 1 535 1 10-10d SPT22 735 8-10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)(B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* * ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CU DIP Cn x CONT LEDGER Em Ui C\I 0 E IL 0 IL 02 Co 14 z =LO CD 3 u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=1'-O" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)(B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* * ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CU DIP Cn x CONT LEDGER Em Ui C\I 0 E IL 0 IL 02 Co 14 z =LO CD 3 u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=1'-O" ca® a) c a � x c cw aM w � M N 0 N _o v i�✓ °Sibs',- a-.' � ii-•i�io�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. F.p� CDE n J GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcai (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 IMEMI 3NMI � E MEN MN 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T ® © 9 FORM & GROUT SOLID O 04 W J O #5 BAR CONT. 8F12-1B/1T O "V' LINTEL DETAIL SCALE = N.T.S. 0 MEM E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1 T U a 00 tNOMINAL. QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif pecasT nteis = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN..(1)(1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL _ ° d d O d #5 REBAR AT TOP = C7 ° ° M. U. LJJ e° MIN. (1) REQ'D -" - 1-1/2" CLEAR d J ° 2 z ° ° GROUT D n J a U U)F ¢ C.M.U. 5 REBAR AT = — v> w ° BOTTOM OF ii w w O � Uj o LINTEL CAVITY Cwi Ul —BOTTOM o X Ci O REINFORCING PROVIDED IN m¢ ¢ C7 0a LL c 7-5/8"ACTUAL LINTEL z n ¢ •' 0 a IP 5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) U)� it a !a• AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 5'-4 O 3'-8" LL E 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN SCALE: )/4"=1'-0" LV CEO cV CZ sw Q `ca o JIM 49 CIS M N 0 N 0 ✓, J . ( � a '� • _ � I `! �.� i _ � Li ! ti i \ 3 i-' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v H W d N M U N v ty u) r- t- V w a o- M0w w a J LL i� LL y Z � z O� O @ p O 4 W o2^; Z w Z N coZULH IL O U ❑1311 Z W CD M � N M o Z O Q M Nn' � CD W `o LL U? w rJ m O w o ♦ n �y N �IPI � c W J E ! = Ld C) o N e L � ® N M o C.0 W M O Z Q U_ E E U Z o O z y N G R =o a cc — o< =o a� fu rs ¢owW a � Q o O Y W m a JZ O Q W 8 ¢ o� �z z oLL aZ w =O o w< ;o v zIa a= o 3 y O 'L O CU m C9 to o N L0 ^ & °o N p— vJ U J ^ m L0 � 1-d _ O t\ M � � M O N LO r 00 Q r Er0 LO LO d' z° Z EO Ica � IL E U .� Q 0 � JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EX POSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308A.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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. 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/0 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 APPLIEDVERTICALLY NWAR AT H TOP F THE GUARDRAIL OF 100 PLF DOWNWARD THE 0 E 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2, 5, DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Yz, GROUT FILLED MASONRY: /4, 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 CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4, 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4,5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over o and mortar along the foundation perimeter must be removed be ore extenorPsot 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 buildingg department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. rn c� o - tv (� o L c ea � as - �m>4 .� ►l- a � cc d� to . ,j w a» M 0 N i 0 d- 0 J c -^I'j 3 3�` 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. 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[ I::: : =s..[.-..•....1.l.........I_h.......l..l......... I I :.. :: I l i --+k....::.. ........ :::::::::.._'X..i. 1..... ---1 .[ ..........' ..I.11..... ....I..I..::.:;.....�+... �......... 16GAx1-1\2 LONG (3/4 -1 CROWN) L.I...B, ...... (L(.:::::..............i..... L.L MAX j.a..... 16GAx1-1/2" LONG STAPLES @ 6" O.C. VERT BETWEEN .........a.l .........I.......... (3/4%1" STUDS (NOTED THUS:-) - OFFSET I I 11 I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS V i (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 7L—❑ HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR 1,-O„ z o 0 GAS METER O Lo J • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4' (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2,0 2x _lumber Double 2 x —lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r FILL CELL-\ r- STD. 90° HOOK r- BOND BEAM 11 SIMPSON MGT w/ (22)10d t w NAILS TYP. `GIRDER TRUSS STD, 90° CONT. #5 BAR I HOOK ��� BAR r 2X TOP PLATE U #5 CONT. FROM ON TOUHIGHEST I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher th.n 1 rnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1l16" 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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End I Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s� 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J 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 I up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. j, QT/ Provide adequate bearing J for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) m ❑ i0 '717- 6" A 1Y2" ROUND HOLE MAY 6„ 6„ NOT CUT HOLES CUT ANYWHERE INCANTILEVERJD0 LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/2" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8, HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 5/8"0 THRU BOLT I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a " ' Joist hanger SEE PLAN FOR : FOUNDATION INFO ° a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist I p o T-depth Ll I -JOISTS BUCKETS N.T.S. GRAnF REINF. SEE PLAN /-Vl, t..r'IHJC 4 t'VU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. T/2-0 LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18)10d x 1 1 NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 d -)Il 111111lIL PLUMBING LINE �— PVC OR SCH40 SLEEVE a ° ®' as I illIIIIIIIII�I�=III. I I -�-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A ° v PVC OR SCH40 SLEEVE r PLUMBING LINE Z • v � ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 4 r TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF a, ° A I as d -I 11—III—I a ° 4i- I— ' i—,IIIITI,�I` Q Q. ' gIlr- SEE FND. PLN. SIZE & REINF. c's C-4 CD W g� �C `GS c,'' � N ca 3 � wd=� _L= a N N i 0 •fr 0 » s T [ -j'. i:` 06 y / r Z_ ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 N N � r t� G U5 LLr_ M s�� �No LL M Q a w 0:chc w _n 4 ca U. u_ a J Z rry� 0 Zz i r 10,opN OR rfo 72< J Qwf=- W W a' °Z OZ iU N ZO U ❑❑❑ W V M N 0 o Z � N (D z: o J — rz r to co z c� o CID Q) O L.0 o N w Cn W J L U S Y � i i 0 c � ° .® N - oz w M i; Q cu E a U m O �z oo "? Z o <N zp ❑" H ID g 0 O o E °¢ 10wg 8, rr Z �W ¢z m 2 z° 7g 0� m m <� <z 2Z ao N� C. J < .0 I� M v oIQ d H 0 3 In J 0 rn cm m O L � co No LO Q ^ (n 0 _o N ■,�, m �/� 61 / +, Q O � Y M M O co M N T Q �- ui LO f D � a ? LEo Z E c E v v ui c c a. ¢ o JOB NO : 23-03651 SCALE : AS NOTED SHEET NO. SN 1 ITF 6 E 6 -a J I CO i M M (O 0 c� 0 LO N J C> 0 I N 0 c� a H a N N i C F2 E 0 0 i a 0 v U J 1GJ 1.L N 0 0 0 N N in W m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER ---� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—// NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH - ` `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH SLTRENG—� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GY@ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE WiA HABM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE V 2x BLOCKING HORIZONTALLY@ (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, 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2" 016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN 3/8 MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE „o „ , SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ - - 5/8 x 10 ' J" BOLT @ 24' O.C. W/ IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) ``' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P,T. BOTTOM PLATE MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° ° �a 24" O.C.) 2„ ATTACHMENTS " 6x6W1.4xW1.4 CHMENTS 2 SHINGLE ROOF, SHINGLES TO-�T�-� .' a . ° _ O @ •) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM =III=L-1—I m ° I —I 11=1 I I=1 I� 9 z 31/2" MIN. 31/2" MIN. =11J—III—III I fl I I I1=1I1-11I— ELEV. -0-3 1/2 D7158-CLASS G or H, or ASTM I=1�=III=I o • D3161-CLASS F, IN I I r I 1=I ° ACCORDANCE w/ TABLE R905.2,6.1, FLORIDA BUILDING —III III —III —III —III 1 I MI I CODE 7TH EDITION (2020) 111 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f 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 FYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N,O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 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 "FIBERMESH"O - DEC FINISH 4" to 6" BELOW GRADE E= L 00 co D 6 MIL VAPOR -/ BARRIER .=II COMP. SOIL. =1 I I I— N (COMPACTED TO 95% MODIFIED PROCTOR I I I I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 Ill I I I I i I, 11 IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x4 CONT. A.F.F. p L. N _ — . — ° ° ° ° _. �— 31 /2"(min.)- 4" _ — 11.." _ TT_ 00 TTT— GARAGE DEPTH VARIES 31/2"(min.)- 4" 1 11 �' —I 1 lL 31/2"(min,) - 4" a — .' ,T �,. I , � I I ��- � �L �I � � �t � I I1 � ��� •�1Tf (2) #5 CONT. 4" V-4„ 8" (2) #5 CONT. 4„ U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL (ch STEP ) SHEARWALL C TYPICAL BEARING WALL @ STEP I CC SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS _ 2x P.T. PLATE TYP."' ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY _ O0 NOTE: - *FOR FOR BEARING WALL - - - - T- W/ UPLIFT ONLY - FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE 00 _ _ •a _ ICI—I�h^I�1-1�.1 —_ 144114 -(1) #5 REBAR w/ OPT. 11ill 11 = I t 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 2 d M III —,L[- • � � !.I � a , 4 4 • III=1 I •�" i� I I II Ir l III III SEE A/S3 0R JIS6 J -I I l l I l li �l l I It l �r FOR REINF. INFO, 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S, QS3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=T-0" PG5' �\�O9EG�R� M SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�os INSULATION PER FBC AND ENERGY �co�,_\0 � 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1Y-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 IFMIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 2X PT PLATE #5 REINFORCING FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU ° ° GRADE 40 MIN. Fy= 40ksi a A D _N z_ #3 & #4 LAP SPLICE ° ° .pJ FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] a -�_� re ° °" (—���� o co ---I °. - 25" MIN. LAP [30"MIN. LAP] gT—'- w — L 6 MIL VAPOR BARRIER — i I I ° ° =1� = I1=_ 00 I I�—III— r #5 REINFORCING BAR R 1 7/8 I =- = —I Mk I I I ° ITI=1 I1=1 I1=f1-1=f #5 LAP SPLICE (2) #5 CONT. Tf_I—=Tim Ii— i I ( ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS $„ 8„ COMP. SOIL. (COMPACTED TO ) 95% MODIFIED PROCTOR ASTM �_ "— 1 I'_TTEl. I I=1 I 10" (TYP.) t I Tl�f 11 111=T 17 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN x 6 W1.4 x W1.4" RECESS FOR 1 1/26 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. , CONNECTION INFO ryN ° SEE PLAN FOR x & LAYOUT DESIGN r, � a TOP OF BEAM SEE ROOF PLAN HTS20 FOR STRUCTURALT ° ° Q . °T�I7 (2) BEAM SIZE & rTU. a' a CONNECTION INFO 8 P.T. 2x 1/2" GYP, BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALAN INTERIOR 4+ v' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB e 0004 - r—III— Cl) 61 VAPOR �— III— BARRIER M • • - 2x4 #2 SYP P.T. FRAMING w/ =I I ITTl1=T f I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE c j SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION C co E LLI COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM to 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL � O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN - SIZE VARIES PER PLAN M CONT. BEAD SEALANT w_ Q > w w/ MIN. (2) #5 VERTICALS - z oo Z GRADE ? FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N - w SIZE AND REINFORCEMENT) co �- WWF OR FIBERMESH M n~ w _ v 14�a' a BRICK PAVERS or SLAB PER w Owv�= 0 0 0 z z Q t— I t—� = �— — U-0" FIN. FLR.� COMMUNITY SPECS " " — IM - w \\\\\ ION INTERIOR WALL SLAB STEP •TAPERE • ., INGrU� OOTING - BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 en to a w CP CID 04 to = I- In 39 :. CM O N �� � GA l E Z 7 5 0lo 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. MI E $ N O M *- O N m v Y 0 c" r° ** r Hi �mv� LL d Lu J Ll N Z 4 t9 Z3.o o F L c v O ❑ yZ_y W �'��(o couj Q :1<< ' w (n��°' a K Z Z co 00 w Z en N M L) I=- V U O ❑❑❑ N O c,o c(% �J J N z a-1 0 0 L_u o N N a•-- — E I w N Qo o M p Q w� zo z® O o� wz oa o o o Q E a F- g <omo �ro c �� aI �z o° m J Nm ¢ " aw z 3 0� o go c� d7 2§ az ow I oz3 J o a w� ;o v a oo zla 3 > L J 0 0 N o LO 0N M L ^ J +-+ 0 � LL O M r� 0 co N T 00 LO It o z z 3 O (4 @ E :: U c IL ¢ p JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. S3 (MONO) .- II- _. _..— ---,- - - - ---_. — - ---- -- I I I -.T1 I . I _1 1,. ;J I- 1 ., _.. II-- IF I 11 1 - 1 1 -1 c 3 E5 t.l., I co 15 0 0 0 N 161 I to i v 0 4 0 3 F a N N i a 0 v J ate' 0 U J cam. C N LO 0 0 a 0 Lo 0 v li 0 m v cn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND —\t FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEADWOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT q PER PLAN SCALE: N.T.S. S4 7 5/811 8" 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT L 16 CK 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 I—, I FUL 8x8x BLO SIMPSON SP2 w/ (12)10d 1 NAILS AT EACH STUD \� —DOOR OPENING DOOR OPENING --CL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED F111 COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 1Od @ 8" 1ST COURSE 2ND COURSE 3RD COURSE __ VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O,C. MAX) w/ MIN. 4" EMBEDMENT 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW �� MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 SCALE: N.T.S. 54 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24' 0/C UPLIFT CONNECTOR KNOCK OUT (SEE SCHEDULE) BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. a a a o a 11 as g STD. WHOOK 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 NOTES: 1D 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 411 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Uj �. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ;..; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a 4 a e 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. 96 3/8" 8 71" 581, 41" 34" 101, 6 3/4" 31/2"- 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR sag SPLICE STAGGERED MAN J-BOLT TRACK BRACKET VVVr\ IIVIV I\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 112" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ��O ** 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. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL /10d@8 ' O/C ATTACH ALL J �J EXTERIOR STUDS W/ lzl16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+^ F= 2240 LBS �7�+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —I O TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON % SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w v v? a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o N N BEYOND. zq- PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R REV. 06.24.22 SCALE: N.T.S. c�v c�u C � o w N C 678 C= � a" 2�s� C, .5 M N O N O 0 STATE Ir 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 t a E S N LnAAM g Nco 5N N8 O C R J tUj 0_ 7 n CO N # LL0. U) fA � � LL w UJ Q U LL a x z Z z Zrrov� 5 oo o omW�m � 02 co W Z co wo Z N �''� U L H Z o d ❑O❑ W M � N M 0 N z o� — N z Q) 4--JfQ CD o W 0 W g Cq w. Ln W J E B I z°v... x �y V p N 74 N C� Co z W M J ¢ �S Z Q ri �_ E ca ® zo �o o >N Z Q� oa I— fO g� 0o Q E o &¢ o �< C.0 az <o wZ mo —m' v oo �w J 3 ¢ 0< �z go c`gn LLo a u w o w'o ° 3 > LO O a� ro c� co NC LO Y 0 N a--+ � 0 -lid p COcoCO Cn m O LO LO Y CO o Z rEo Z E O U aca E U a Q p JOB NO : 23-03651 SCALE : AS NOTED SHEET NO. S4 -ram- ri r __ r _ _-r SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. � LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED WI (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . ��� _\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O,C. FIELD END TYP. TOP & �� -, BOTTOM ATTACHED �� (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P,T. SILL NOTCH "L" BRACE HERE WEEP SCREED - THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION- 2 WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 1 0d 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 CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CD SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM zz 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OFL�j Ry MIt EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END : 4 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" - (D - 0.148', L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207, L = 4 1/2") OR EQUAL FIRST 4 ROWS OF 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i 91NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ,,.w„�� �.,...,,., .,.,r,� ,�rr.0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" E RSH SCHEDULE R ATTACHMENT 1 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" ENAILS EA. SIDE NT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL("l0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E GES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANELS IL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS . SECTION rg SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \--MINIMUM (2)16d PER JOINT �-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI0KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z LU BRACING w/ (3)10d x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CMG.) 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 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2" SDS^^ ^ GABLE ENDBRACINGDETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN SI'"L W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Liq II�IIi� ON �1MM II�IBI� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION tc*.ra Q� CU 3 LU ca Q:5 v =-C'- M v Q -o sc cc �� B �. cc loll C'M N 0 N 0 v 0 Cl el I f'10 r , 50 �!J 7 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 Q 8 E � N N 0 N 0 N m 4 0 0Znvr ` 01 a 0 a co JQ LL LI a Y r7 zoz c bom o 0 W 7 't6 N (O m JW co Q 0 m y W 1F. N dN7 Z U (�j F z 0 �[ 1 W o zcoS z o �c J QN�j ) M ppZ,,�� V O 0 u, g wa Ln w �V) U) r— — E 11" t S � d 0 O N N o sm M M o z z g l_ ;= o z o Z o OW C6 H �� �0 o Q E to H o¢ � `z_ 0 , � Z W� C< C p y m� Z LL � J ¢^� �z oQ o m O a — oii �3 0 o w¢ L M v old d 03 _F a) >L0 J rn t0 m O ^1 i co N o LO ^ Q'^ N J CO O 00 Y C:) co N LO r Q 00 EE M n LOr z° m Z = E O vi m E a? c a U Q p JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. S5 i - - - fl i i i i ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. It FLOOR SYSTEM ERPLAN = 0 I 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' 0/C WALLS 1/2" GYP WB —' INSTALLATION PER / CHART ON FLOOR PLAN --------- NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C ..d. °... .° •A d o ° co' I TI I ' I _-1T_I—�-1 I —III—I 11—I ►1 � : 6x6 w1.4xw1.°'° )if,, WWF OR FIBERME FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �^ HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w oLU = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER `W METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. �w INSULATION PER V CHART ON FLOOR PLAN B R S6 S6 ETALSEAT OR FELT �7 PAPER FOR _ V MOISTURE JBARRIER STD.. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC, KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4 ui v 4"x4" INSPECTION PORT AT � a EACH FILL CELL TYPICAL LU C/) AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE 00 r' I I ' -- „I I, ;,I ICI I I' I I IJSTD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION K'j REV.03.16.21 SCALE:3/4"=1-4' S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUD 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)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---- ' • gr.' *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL-------- LV` SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 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 rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o z T T � PLAN , • INSTALLED PER MANUF. y 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. lx s I uus (a) 1 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSURE 1 x II SHEATHING — —x—� PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II _ L-ji NOT FULL o F HEIGHT SHEET C II II ° z I II it G FLOOR SYST M (2)- 2x TOP PLATE 11 BEYOND I F _TII T II 15/32" OSB EXPOSUR XPOEI r F SHEATHING IIII II I N SOLID 2x III C III II II II I ALL 0 C SBLOCKINGHEATHING 0 EDGES (SEE III OPENING SECTION X-X Lu III C II �Wx;j/,LxI II E 2x STUDS wIII III II I - BEYOND. SEE PLAN o IIII I I II I II I it II I O JIILjI — LI JL —II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1ArA1 r rr rvA'rrnr.r nrAnnAre FLOOR CONNECTION g 318" "S" - NAIL 3/8" @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 314"112" S 112„ S 1!2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'-0" S6 NOTE; SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR AISPECS ON FLOOR ADDITIONAL INFORMATION 112" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-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 IF .° d. ° ° e. '. ,P °T d° 7_TI—III '1�rI I� ° ' •° r —III I_ I II �I 1I I I-1 II 1I Ir ' (3) #5 CONT. ON 3" 8 1' $" 8° CHAIR W/ 3" MIN, CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFA ���L �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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT - PENETRATE SURFACE MORE THAN X". N to to OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w U E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. Q J 0 w/ 8d COMMON NAIL J w w r O x O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >- O in wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. o_� 00co Z , w 2 LL !JG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w O O MEMBER IF GABLE END c C " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • 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) 1 Old x 1 1/2" EACH SIDE OAFN��/0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONTA6L*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH .0 . • e. .d n .. A e E _ _ _ _.— 4--- - d ' ° ° MI -1 I° -1 I I —I I —III I I a IIIIII� IIIIIIIII ° — d e e M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2 (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16, (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE o0 — 00 .111:,1111 °,,,_ I III-III=1 1 ' (3) # 5 REBAR ON 3" CHAIR 4" 1 -8'� W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. CWD fly c 0 � o 0 m C_ o c cc L+- . -^ c n- �? rp Cy E c. as v a` C ' 3 co c' 2! M v `° cx c E r M 0 CV LO 0 0 `^^I\tiara'. , �! •� y ..' "GZ oA-�,�.� `..a _ tea, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MAK F Q 2 N o q 8 n v N O Do)O Uj d N LL M U)cNh�v U_ LU a a Q u_ a Y ci V' CE 0 z 0 �0 a ro.o� L@o 0 0 M L Q W r°�1P J z Z d O w '� M Z U 0 F=- N U Z O ❑13❑ W CD o g z o � Q N z (D a--+ _ W w a Q)0 g N W S W J oil u o • c U) ®® N 0 (� o W M 2 Z J 0, LL to E Q o m U zo oo Zo aN z© F— ¢�z �. o� Uo — E 0¢ � Sz D -2 It Wz p w cn c az 0< oo¢z mo of mC —' <� 2z go > o< it az F p m � <o 0 = a <� ;o mi4- o3 =1a 0 c O = L 'L J O ai T co O 0 LO CL N 07 N °o 0 m 0 Ln a_0 O LL CO O ca -Q N r Q r � E E c T V / Z Z C E O i6 N Co E U 4i_ a Q 00 JOB NO : 23-03651 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: .' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON —' OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED ' 2x I DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND TAP \ 2x8 SYP DRYWALL STOP MUST CONED INTO FLOOR WITH GMNOT TOUCH STRINGERS AT STRINGER CONTACT \ Ll 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ _ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" V Vf1LL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING -A 1-1 ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT ikRS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP /75 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" MTS12 w/ / AT STRINGER CONTACT POINTS \ NAILS) NAI� i (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 6, —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP (`SCAB 2x4 GLUED AND NAILED (EACH STRINGER ;fi� 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I 171 —2x4 BLOCKING FOR 2x12 /� f —2x4 PT UNDER 2x12 C j I \ ATTACH ALL COMPONENTS PROTECTOF STAIR TO CONC.2 4" TAPCONS @ MA% —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / GA\� TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER �S! x4 DRAFT / TOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' I ' STRINGERS ' 2x4 BLOCKING FOR 2x12 SIMPSON A35 / �+—�,2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP / \ I PT NOTCHED INTO STRINGER � (SIMPSON MTS12 w/(14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLU NAILS) STRINGER CONTACT POINTS \ N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—` AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" �: CL 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) \TWA ` f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 1/GLUED AND NAILED TO STRINGER AeOR DRYWALL SPACING E SECTION VIEW SCALE: "' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK[ SCALE: 1" = 1'-0" NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR � \ PROVIDE \ / I BLOCKING NF F2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 4"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G11 SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" BLOCKING SCALE: 1" = V-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO ✓VALL BELOW JOINT -TO )ISTS) H / 2X STRINAR 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS fF 3 D D OR 2X BL05KING RISN� VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" t%j C2 N C14 ® 0-ur tL eL. - L w° C'M 0 Lo _o 0 � u'�J } �t a to y�N �'�' R • l• L� N No ' T.4TE 1 �•sb��i Si, a � obi 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 F' o o 10 ; N U N 0 # ® 'o - M y LL a d ai u� JLL LL Z -o O _ — a, O Y v U Y o J W Z ,n ¢ o m ;t00 N Z W Q U 2 N M U C H s W �o 2 O Q J (Z � N (Dra N c7 � a LL Cz � w cl 0 v !_ w o y N wa �NZSU) ftS >-- w J E U O N U) N ¢ _ N �� CD o Cn M z o w z i? 0 E V zo z ,M oa s`9 rog �o o coo oa w� o 0< dz in M c e z < ` 0 " z m J .g 'z �z 6- in ¢ °o< Z go a C) O m ll SCg F = r ~— oz =3 M d ti �t ol¢ 3 > L6 rn m �a 0 ca N oLO N Q CrY o '^ J +-+ O '-' o LL IM MCU O N U) r Q 00 LOLOr E c T Z m Z c c E O iri N `° c a Q JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. ST n U—.IrrrII -r I - I i - - I I__I - u r � I —I i , -rr r "I 3 w M r` m P 0 v LO N 0 to I M i cvy- 0 0 i a E° 0 J 0 3 LZ N 0 45 tz 0 a N N 0 W 0 LO -o 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P T TO PRODUCT �, APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 /, 1 X 4 1x4 P.T. " � FURRING 3/16 O X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" "' 3-1/4" LONG X 3/16"fly FURRING TAPCONS ( ) TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 BLOCK SPACING STAGGERED @ 16 1x8 P.T. FROM EACH END w/ MIN. 1X8 Q.C. 2-ROWS INTO PER MANUFACTURE �" DETAIL 2° EDGE DIST. ATTACH MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2° DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. 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" ' x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. ,r (2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1r 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 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1Od 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 ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION E 1/4" x 31/4" TAPCON (1 1/4" MIN. SSE 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K 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 PROPER INSTALLATION MAx.B #5 REB, (TYP,) STD. 90' FILL SOLID HOOK BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5)1/4" x2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4'W 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 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. A SPLICE LAP E W/ C 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @a ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP &MID OCCURS WITH MIN. 3" COVER 6-0" D D p 1T�1T—I f�l fi f11- I —I I —I I h . • � fl-o 0 1TI— GRADE o. Do v I I i A cM tt 04 •c a' ' (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" = 1'-0" `— FILLED CELL PER FOUNDATION PLAN y YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 4 FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I BRG WALL TYPE —I-- I PER PLAN I I I I F CHANNEL, FASTENED PER I NOTE 2 BELOW --�—(- CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) e #5 REBAR (TYP,) SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP, (**j 1. G.C./BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x114" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV, 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* U + � + FNGTN + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR — SEE LINTEL—/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �+� ++ SUPPORT SOFFIT ENTER SOEI`IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS gPF.HPPT ng 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: 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) - FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JQIST TYPICAL SIMPSON HGAM10KTA 12" 0 C DURSE @ w/ (4)1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4)1/4-W 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT d ° °: FOR OVERHANGS BETWEEN OVER 1 1/2" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° e' OVERHAN d� ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51-0 1 r 'INISH FLO t,. s. ° ° ' ' ° .]----#5 BAR p. 10 CENTERED W/ IN TOP o ° KNOCKOUT / N ° CHAIR BLOCK ° MONO FOOTING - f .a P SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .o °• ° ° DIRT d z °• ° t9O' HOOKSTANDARD C)N #5 BAR IN FILLED CELL, r , sk- , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-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 W1 NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY L_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2 #5x6. IN CONC. FILLED CELL 4" SAW CUT oao SECTION SCALE: N.T.S. SCALE: N.T.S CV* CV c�a 2,e:1.6 0 au r 4 t .1 a 5; Ol- M N O N 0 0 I3U E-7 0 Gt Nr To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 2 4 N V N R �y - :?' to J 0 � as N # LL LL M tA�r� LL ul ' 0 �rNiv w a a LL Z Z ��m o - � ma & o q 7 (6N� m J Do Bel ( W � Z J ®W W N CO ZLL U G H z U O ❑�❑ w � � o z m o N C1 O o +� U_ 0,�,$ ry w -( U) to �g .0 r V Oco IN=0p 6 0 N iT o Ix M , Z Q J h nE U_ E =a �o >M C® E o, z0 F- t0 CIO 20 U 0 E &� o� COa E- az <o az �z o�� �z '0 of .2 z 'z CCB J Q b zz o z 2 O ¢o �0 02. 3 0 c � > LO 0 rn t6 c� co N o LO oo—NCr Q CN m L0 } O �.. LL OCO Y (U m N (� r, O l.n T `'y LO r LO CD � o E Z —I N E 0 m _m E 'a C A a ❑ JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. SS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDPRE-EG. 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 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS 11 YY/ L-Imv `W i.-/- l I I IxwVV YYLLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A ---/—WOOD TRUSS J A TYP, WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE - Z • - N 1'-4" PORCH SILL(__15'� SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP - 4" IW- z� - - - -- Q PORCH SLAB SEE J • N d FOUNDATION PLAN w (2) #5's CONT. T&B cn g ,; z - a W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN SCALE: N.T.S. 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. P'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 00G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q W J W W W W WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT, T&B w/ — 4 _ y a 11 �- + #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN - EXCEEDS 30" •' N Z 1'-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE i MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 I MASONRY KNEE WALL MAX 3 = 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 1 w/ (1) #5 CON 1 I REQ'D @ MID I I 1 1 1 IF T — — — r 1 11 I 11 1 1 I 1 I I 1 i 1 I I �< I T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 Ak MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY I 1zj SLAB PORCH SLAB SEEAk FOUNDATION PLAN LEVEL (2) #5's CONT T&B w/ -�� - �_! z CONTRACTOR TO INSTALL SEE CUT - -I, • ° r MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLri-6 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18L.SEE PLAN W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) - CENTERED AT I I 1 I I FOR CANT. SPLIT TO TIE I I 16d INTO HEADER & (6) 10d INTO BEAM - SEE I I BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO I I I I I SEE FLOOR PLAN FOR I I I COLUMN SIZE & BASE I I I -7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L_ J I I I INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING /� ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR >� r SIMPSON MTS12 w/ - _ - _ -ixx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO, (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF REAM I .a• I I I _J SEE PLAN FOR CANT. IF INDICATED .0 CORNERSEEFOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 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 _ I SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" Y2" CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP . 4. GARAGE OR r LOWER SLAB SEE PLAN Al - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR 2„ J-BOLT OR Y" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �C - • A X .. e ° a" a a Pa G a Q MAIN HOUSE A a , e SLAB 4. 46A. (2) #5's CONT. T&B p. w/ #3 STIRRUPS AT a a a . 4 4'-0" WHEN DEPTH 4 EXCEEDS 30" 8 n. e. 8. 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e+� c% C%Q o e cc I.,, �C'A� W v W >= M GV 0 CV 0 w �',N . , :% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F � Q O 2 O N 8 N � I.. V J J 66 fA (n I LL w M �uu '103 w a- a LL ii 2 LL U'- �y z Z�rn p o r m o O X ¢o �i f%c N _O m J C6 W (6G J W co z N co Z U G H 00 ❑❑❑ Z W og z N z o � r_ M Ul z LL L 0 ,, S w. V)Ln w U) 0 ,,, low zl0... U c� o N • to 0 oz w 2 cll�N< Z M Q O � 2zo >� o� << ;Z p � z � _ 0 0< x O o 0Q 01 cb I•- o a ¢ ww o W_ M <o m, os U Z m oo au U5 o < 5 <a a- > 3 t2� $ _� I � oLL 0� a; z Z¢ U C J > Ln 0 rn cc 0 N o ^ Y o N m a--+ IL lie r (�� m 0 r Q LO Q LO 00 T' ECr0 d• o � � � � z z E o 2 a U _j Q 0 JOB NO: 23-03651 SCALE: AS NOTED IL CLL SHEET NO. D 1 rI it n� � i �Tr- a ar I _ — i i I. ,I ' i ,i, III I I li LI i _ �. 1C i.'.. f11��1�. IAI 1 1..i T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED 1 Ak MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY I 1zj SLAB PORCH SLAB SEEAk FOUNDATION PLAN LEVEL (2) #5's CONT T&B w/ -�� - �_! z CONTRACTOR TO INSTALL SEE CUT - -I, • ° r MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLri-6 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18L.SEE PLAN W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) - CENTERED AT I I 1 I I FOR CANT. SPLIT TO TIE I I 16d INTO HEADER & (6) 10d INTO BEAM - SEE I I BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO I I I I I SEE FLOOR PLAN FOR I I I COLUMN SIZE & BASE I I I -7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L_ J I I I INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING /� ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR >� r SIMPSON MTS12 w/ - _ - _ -ixx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO, (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF REAM I .a• I I I _J SEE PLAN FOR CANT. IF INDICATED .0 CORNERSEEFOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 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 _ I SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" Y2" CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP . 4. GARAGE OR r LOWER SLAB SEE PLAN Al - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR 2„ J-BOLT OR Y" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �C - • A X .. e ° a" a a Pa G a Q MAIN HOUSE A a , e SLAB 4. 46A. (2) #5's CONT. T&B p. w/ #3 STIRRUPS AT a a a . 4 4'-0" WHEN DEPTH 4 EXCEEDS 30" 8 n. e. 8. 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e+� c% C%Q o e cc I.,, �C'A� W v W >= M GV 0 CV 0 w �',N . , :% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F � Q O 2 O N 8 N � I.. V J J 66 fA (n I LL w M �uu '103 w a- a LL ii 2 LL U'- �y z Z�rn p o r m o O X ¢o �i f%c N _O m J C6 W (6G J W co z N co Z U G H 00 ❑❑❑ Z W og z N z o � r_ M Ul z LL L 0 ,, S w. V)Ln w U) 0 ,,, low zl0... U c� o N • to 0 oz w 2 cll�N< Z M Q O � 2zo >� o� << ;Z p � z � _ 0 0< x O o 0Q 01 cb I•- o a ¢ ww o W_ M <o m, os U Z m oo au U5 o < 5 <a a- > 3 t2� $ _� I � oLL 0� a; z Z¢ U C J > Ln 0 rn cc 0 N o ^ Y o N m a--+ IL lie r (�� m 0 r Q LO Q LO 00 T' ECr0 d• o � � � � z z E o 2 a U _j Q 0 JOB NO: 23-03651 SCALE: AS NOTED IL CLL SHEET NO. D 1 rI it n� � i �Tr- a ar I _ — i i I. ,I ' i ,i, III I I li LI i _ �. 1C i.'.. f11��1�. IAI 1 1..i CONTRACTOR TO INSTALL SEE CUT - -I, • ° r MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLri-6 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18L.SEE PLAN W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) - CENTERED AT I I 1 I I FOR CANT. SPLIT TO TIE I I 16d INTO HEADER & (6) 10d INTO BEAM - SEE I I BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO I I I I I SEE FLOOR PLAN FOR I I I COLUMN SIZE & BASE I I I -7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L_ J I I I INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT r EXTERIOR SHEATHING /� ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR >� r SIMPSON MTS12 w/ - _ - _ -ixx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO, (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF REAM I .a• I I I _J SEE PLAN FOR CANT. IF INDICATED .0 CORNERSEEFOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 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 _ I SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" Y2" CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP . 4. GARAGE OR r LOWER SLAB SEE PLAN Al - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR 2„ J-BOLT OR Y" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �C - • A X .. e ° a" a a Pa G a Q MAIN HOUSE A a , e SLAB 4. 46A. (2) #5's CONT. T&B p. w/ #3 STIRRUPS AT a a a . 4 4'-0" WHEN DEPTH 4 EXCEEDS 30" 8 n. e. 8. 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e+� c% C%Q o e cc I.,, �C'A� W v W >= M GV 0 CV 0 w �',N . , :% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F � Q O 2 O N 8 N � I.. V J J 66 fA (n I LL w M �uu '103 w a- a LL ii 2 LL U'- �y z Z�rn p o r m o O X ¢o �i f%c N _O m J C6 W (6G J W co z N co Z U G H 00 ❑❑❑ Z W og z N z o � r_ M Ul z LL L 0 ,, S w. V)Ln w U) 0 ,,, low zl0... U c� o N • to 0 oz w 2 cll�N< Z M Q O � 2zo >� o� << ;Z p � z � _ 0 0< x O o 0Q 01 cb I•- o a ¢ ww o W_ M <o m, os U Z m oo au U5 o < 5 <a a- > 3 t2� $ _� I � oLL 0� a; z Z¢ U C J > Ln 0 rn cc 0 N o ^ Y o N m a--+ IL lie r (�� m 0 r Q LO Q LO 00 T' ECr0 d• o � � � � z z E o 2 a U _j Q 0 JOB NO: 23-03651 SCALE: AS NOTED IL CLL SHEET NO. D 1 rI it n� � i �Tr- a ar I _ — i i I. ,I ' i ,i, III I I li LI i _ �. 1C i.'.. f11��1�. IAI 1 1..i EXTERIOR SHEATHING /� ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR >� r SIMPSON MTS12 w/ - _ - _ -ixx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO, (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF REAM I .a• I I I _J SEE PLAN FOR CANT. IF INDICATED .0 CORNERSEEFOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 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 _ I SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" Y2" CDX PLYWOOD OR %s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP . 4. GARAGE OR r LOWER SLAB SEE PLAN Al - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR 2„ J-BOLT OR Y" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �C - • A X .. e ° a" a a Pa G a Q MAIN HOUSE A a , e SLAB 4. 46A. (2) #5's CONT. T&B p. w/ #3 STIRRUPS AT a a a . 4 4'-0" WHEN DEPTH 4 EXCEEDS 30" 8 n. e. 8. 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e+� c% C%Q o e cc I.,, �C'A� W v W >= M GV 0 CV 0 w �',N . , :% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F � Q O 2 O N 8 N � I.. V J J 66 fA (n I LL w M �uu '103 w a- a LL ii 2 LL U'- �y z Z�rn p o r m o O X ¢o �i f%c N _O m J C6 W (6G J W co z N co Z U G H 00 ❑❑❑ Z W og z N z o � r_ M Ul z LL L 0 ,, S w. V)Ln w U) 0 ,,, low zl0... U c� o N • to 0 oz w 2 cll�N< Z M Q O � 2zo >� o� << ;Z p � z � _ 0 0< x O o 0Q 01 cb I•- o a ¢ ww o W_ M <o m, os U Z m oo au U5 o < 5 <a a- > 3 t2� $ _� I � oLL 0� a; z Z¢ U C J > Ln 0 rn cc 0 N o ^ Y o N m a--+ IL lie r (�� m 0 r Q LO Q LO 00 T' ECr0 d• o � � � � z z E o 2 a U _j Q 0 JOB NO: 23-03651 SCALE: AS NOTED IL CLL SHEET NO. D 1 rI it n� � i �Tr- a ar I _ — i i I. ,I ' i ,i, III I I li LI i _ �. 1C i.'.. f11��1�. IAI 1 1..i rI it n� � i �Tr- a ar I _ — i i I. ,I ' i ,i, III I I li LI i _ �. 1C i.'.. f11��1�. IAI 1 1..i SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—, I I FLOOR SYSTEM I SEE PLAN --------------------------------------------I G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL •° °° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE B PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 0 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F -TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS .(2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' FLOOR DECK W/ 10d NAILS @ 8"o.c. y FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL GA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA, END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END ND OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL ---------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS r' ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL --- __ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1 /4"x2 1/4" TITENS )R 2 PLY GIRDER tUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2-STY. FRAMING E PLAN FOR CONN. NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT -SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 ° TOP PLATE 2 WS 10d @ 3" 'Olq rFN 0 TF4�2xQTOA TOP SPLICE M%I! PROVIDE 2x4 ON ° TOP OF 2x8 TO Pj BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 ol 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 1� SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE • HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 / 1 SYP U.N.O. 1 � 2xCONT. T&B-' (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO 7SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR 8 SCALE: N.T.S. CNI o 'd 'w cc _ ccv� eo o M 0 N 0 0 x ;r Vs, :tiff\, , ` <-. 1,s lua..•�`4.-P� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W C N F o M m a 4 8 Q r N N G ��r f rn 11 v IL w a a a�c� JELL ' (9 o Z r � o :E;'- N CO 07 W 2 C � W 05 J Z Z N co z U O F '. Z o ❑❑❑ W co M N Co N Q � a F3N z 72 N o 4 O W o Go c3 z Q N 0 C oCl> w C"> J N p z Z Q L.L ra E ZO oo } m z� E o z o a 05 '0 X 0 U o E o< �< °Z E0 ¢o t� �- co no c Q O O¢ U W 0 ma LL � m Nm r <z s �Z Z CA)a 3 0< �-w go m o <Q ;o M d V zl¢ PO J 'LO O a; ca cD co N o LO ^ C' y o N 0- W CN m LO a-.+ � a--+ L � � O Y O (0 cc N 0) h 0° O LO � r r E nLO c z N z E O N E 4) a U J Q 0 JOB NO: 23-03651 SCALE : AS NOTED SHEET NO. D2 - - - i III '� T ➢Illil •� ��T i I � I 1 _T n l r- �r 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 p MASONRY WINDOW BUCK ce 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 dE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v \ (D1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - 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 1/2" DUROCK- V-4" PER PLAN V-0" PER PLAN SLAT 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) ° a FILL WITH GROUT Q d ° d ° SLOPED MUD BED 4 ° 4 VINYL SHOWER PAN 1-1 d SLOPEEll a a 1 a SHOWER SEAT SHEATHING O SELF -ADHERED FLASHING 3" MIN 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 R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR - water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN, y y p g g q y draining t0 the exterior Water that penetrates the exterior Cladding. SELF -ADHERED FLASHING BUILDING PAPER oftip WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM Jolsr No. 15 asphalt felt or other approved water -resistive barrier material shalt be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHLANGEDNG SEE WINDOW 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, ��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 LEASE PAPER TO EXPOSE EXTEND A MINIMUM 6° RE DHESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2, In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING - 1.3 1.3. In accordance with other approved methods. ' 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 autters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED jl I � STRIP OF SAF I 1= DRAINAGE PLANE WRB Lu I i BOND BREAK WRB co I I = SF LATH Z I I I I: I I I WRAP DP WRB ONTO I THE VERTICAL I : ISURFACE TO TOP OF FLANGE AS AN AIR II BARRIER I I I 3-1/2" INCH FLANGE rt THIS GAP IS A RESULT OF Cl- Lu PLASTER STOP NATURAL SHRINKAGE. CL cf) DO NOT SEAL. W CONTINUOUS BACKER LIJ W ROD & SEALANT DRIP SCREED PLASTIC LL1 ACCESSORY _ IX Q cr- W Lu0 A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor �TURAL FRAMING �TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WR13 rH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 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 III ; Note: ------- --------- i The building paper and metal lath must be 9 p p Cement installed over the top of the weep screed. \STER STOP A Plaster NTINUOUS BACKER ROD over block EALANT 1 st floor VIENTITIOUS FINISH 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= a: ar < W c +�- Q9 _-amx ce ca o - i..:; a .� M CV O CV 0 0 1 �' is �4, 41 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a d E w M O N N O N U6 co ��� � µ A' tli Q r- M LL u_ J u- W W a. a a Y Z o Z - c: m 8 O �. .2 5 'm N (O m J Q ' W Z co o Z a r- Z o w 4t Z CN M o U tV F ❑❑ ❑ W N (7 o g o� n Q � V t/ I M z a-1 OL.UN �N e � � ) w. � c ,. sa r W r- - E g 9 I it 401 � o � F o co M J JZ Z ¢ � w Z Z � U_ ce o Ev zo w zo Z� o o E o< a 00 o� 0¢ ww c a= m� 0 z <w -� �ar sup cn - 0w O go a W - 3 CD=� p N, �- �E M.8 1r O I'M � - >Lo J d- CU 0) cc 0 (N CLO N U J �" C0 -L Lii L C0 -0CU CV)O r' N L0 r Q 00 LO LOr CD 6 Z E O toE y `m JOB NO : 23-03651 SCALE : AS NOTED SHEET NO. WP1 - - --- -i -- - e- -- -- - n i - _ HUfc'R/C,4ME Mounting Brackets 110 Gattge= +112' x 4-1; 2' x2-12' 1 Back dross Support (May be cut to W) See Anchor SchWule I IF Right Bracket (16 Gauge) 1 r2" Dia. A325 Caly, (Ty '_ 0 ;7 4 0 ' #14Self-Drilling Screws VC Unit sottDrn Edge f Hurricane strap (Typical; .3 in front) t%lii#1'1Ptri Front Cross Support Self -Locking Nuts (May be cut tow) Left Bracket (16 Gauge) # 14 Self-Drfling Screws Thru brackets a4 Back Cross Support Into AIC Unit Bottom Side (Typical:3 each side for hurricane use) 5 xxulic .rt>.4taLiaLrun earetrrut/tsrs are Fn-ILAv din ­6 Aurtzi ar easisalaf Rabiesll' Sns� €,1m5vLa.,S atrad JA. upou regraeat l 1#ln atyik t Florida Department of Business & Professional Regulation Pagel di Building Codes and Standard a,e mz Product Approval Application Detail ate. - �. Clue nE ity or gate Data Date Petldlnd 296- yie version Manufacturer Comm Enalneer$I ucanssyalldeted air vallSi Bd Submitted Fed Approval Approved steps Affinretion 2020 Sin Vent Produols, no "chisel Gmhem Hermes F. Norerc P.E. Locke Boa -den P.E. 12M M020 121IM020 12/2amn Approved Category: atnxtixai Components (077)441-8368 PE-73778 (334)300-1800 Sub Category: Products lntroducedasa Result of info@smadvent.com Naw Technology Compliance Method; Evaluation Report from a Florida Registered Architect We Licensed Florida Professional Engineer FL#58224'48'Ilroduel. Quality Assurance Approveelf�or Use Approvedfor Us. Impact 0. i S # PrOtlucl Modal. Number or Norma Product Dascrlittlon cont.0 Expiration Dale HVRZ Resistant Pressure 1 SmartVant Model #1544-0 Dual Funetim Flood and Vtntl.li- Vent 12r112023 Yas Yes NIA +1001-100 2 Smerverd Model 91540b511 Duel Funetim Flood and Verdtladon Vent 12/312023 Yes Yes NIA +io too 3 emadVont Mode,#1040-520 hsulated Float Vent IZZ112M Yas Yes NIA +100f-100 4 me SnVent Model#154Q521 n-ated Flood Vent 12r312023 Yes Yes NIA .100E 100 5 S-Zent Model #1540-5 2 4 16&qud: Garage Door Flood Vent 12+312023 Yes yes NA MIA 6 SmenVent Model #1540 570 Wood Well lnsuiated Flood Vent 12)3112023 Yes Yes NIA +100F100. 7 Smad Vent Model #1540:574 14.5&qud: Gem go Door Flood Vent 12r312023 Yes Y. NIA N/A Florida Department of Business & Professional Regulation Bagel 91 Building Codes and Standards V1412021 Product Approval Application Detail 3 n ca"�a'�p v"{�,'x v p;s"�?�« .a P(hi.� .+�� m+ ... w'\y".. ) ,yf-'•r�,ti-{'4` , .(C _ { 'w... -..,,5 '� �t't .3 - ?"' Y ,'.���.zir,dR � ^ _ ri code entity 2 Data Data Data Ponomd De Version Al.-Noular rCn et Erminiar&Llcmtta Validated av Validated Submitted FIBCAuom,al A-clut1d Status R.v.I n 20M Drexel Metals. Inc. Jason Shumate Zachary R. Phest Locke 13gwd9n P.E. 08/10/2020 08IU912020 0e20(2020 1011WO20 Approved CutegWy: Roofing 1502) 303-1511 PE-74021 (3341300-1800 SubCategory: Metal Roofing jshumeteLDdrexrrret.com Cmmpllarrce Method: Evaluation Report from a Florida Raglstered Architect or a Licensed Florida Professlond Engn e Quag[v Assurance ADwaved far use Atmroacd r"Use Inicagl pesicin Sea#. Protluct Model Number. or Name Product Description <olrirad. ExWrallon Date In Hi Outside HVHZ Resistant Pressure 7 Rrexel Metal Roofing System, DMC IGONS, DMC 156SS; DMC'175S, DMC 20 De; 121312025 Yes No WA +01-160 OMC 5V Florida Department of Business & Professional Regulation Fage2of4 Building Codes and Standards WW,023 Product Approval Application Detail Code entity M Dills Date Date Perking Date J $ Vargo, Marrufactuit Contact Enainear& Limns, Validated By aiV Idatad Submkted FBC Anwayal Aoaawd Status Revision 2020 Them"i Corporation Steve Jospersm Lyndon F. Schmidt P.E. Ryan J. King, P. E. 04/1512021 12131/2020 04/22f2021 06/0af2021 Appnpved Category: Extarlorpoor, 0001843-7828 FE-43409 S13)76T-6555 Subcategory: Swhghg Exterior Doff Assemblies slasperson�lhermatruc Compliance Method; Evaluation Report from a om Florida RegisteiedA'ch tedor a Llcensed Flodda Professlonal Englneer PIiF21t45S-R5Produda : Q1m8ty Aas-otter Aparpv ed for Use ApUe proved for e Im_'l i Deal - sac # ProduN Modd. Number yr blame Product Description Canlract Emlration Oato in HVHZ outside HVHZ Resletant Pr-, e '.. 1 e. There-Tru Flhsr-Clessle and Sn-oth-Star Nominal 6&X39:88quctimpact8gWt: Opaque 12nI2026 No Yes Yes NIA Composite Edpe Flo glass Single Door (inewing'Outswing: X coNlgural1w) 2 b. There-Tru Fiber-Ciessicand Smooth -Star elamnal6&039;8 aq d;imped&quot Opaque 121312026 No Y. Yes NIA Composite Edge Flherglass Single O-elth SdeRte(s) (InewlnWi ts-eing: XO. OX v OXO c 11guratlms) 3 c.Therma-Ter Fiber -Classic and Smooth -Star Nominal 6&#39:68quotimpactilquot: Opaque 12131r2026 No Yes Yes N(A Conposite Edge Fiberglass Double Doorwith v without Sideltes oriswing'Outswhig XX W OXXO configuretims) 4 it, Therma-Tru Fiber-Clesaicand Smooth -Star Nominal 8&#39;0&quo;lmped&qud; Opaque i2/312026 No Yes Yea WA Composite Edge Fiberglass:snglc Door IlnswingfOutsving X tonligurabom 5 s. Therma-Tru Fibor-Classic antl Smmlh-Star Ncrnir.1 &#39,O dgUotlrnpn c!&quot: opaque 12/312026 No Yes Yas NIA Canpodte Edge Fiberglass Single Ooorwkh sdaitrim In Mng10L9s ing:XO, OXo OXO configu..l ens) 6 f Therms -Ter Fiber-CJessieand Smooth -Star Nmanal 88#39 0 &wio(:Imlmct&quoF Opaque 121312026 No Yes Yes NIA Canpoeie Edge Fiberglass Double Door with or with out SidelMea 0-ing/Outsrving; XX or OXXO ca,sg rat ens) 7 g. Therm T u Fib-Cl-i. and Smooth -Star Nominal 6&#39 8&q d Nnpari&punt Glazed 12r312026 M. Yes Y. MIA Comp site Edge Fh glass Single Doa' (Inswing/outrwln9: X cofgurailon) a h. Therm Tru Fin -CI-Ic and Smmth-Star Nor ind 6&#39:8 8q of Impact&quot, Glued 12MI2026 No Yes Yes WP,. Composite Edge Fiberglass Single Door with adelhIs) (Ins'u)nWUtcvgre: XO, OXW OXO toingurarl-I 9 L Therma-Ter Fiber -Classic and SnloahSla Noninal 68#39;88quot.trrq>ael8.quot Glazed ln12026 No Yes Yes NIA C mooside Edge Fiberglass Double Domwth or wehvut Sidelines Insw IDut-I ' XX or OXXO ( 9 m9. O confiuration. 9 1 10 1- Thelma-Tru Fib-Cleesia and Smooh-Suer Nominal 8&#39:0 &quot krpaG$Wo; Glued IZ-311702E No Yeq Y. MIA Composite Edge Fiberglass Single Door (InswinglOutsaln9; X configuration) 11 k. Therma-Tru Fiber -Classic and Smooth -Star Nonlnd 8&#3910&quo Impecl&quot Glazed 17J31rz026 No Yes Yes NIA Composite Edge Fiberglass Sinde Door with Slueldafsl (Insa'ingKt-ulsvring; XD, OXo OXD coifigurelionsi 12 I. 1T,one-Tru Fiber-( .-Ic. antl S-oll tar Nominal 88#39 0 "otlmpeakpot Glazed 1213112M No Yes Yas NIA. Canposlte Edge FbergJ.-Double Dom vR or without Sldelbes(Int'. ngtOula ing: XX or OXXO configurations) 13 m.Therma-mFib-Classic FibClassic ands-oth-Star 11-I el6&#39.8 &goof Impact&quok Glazed i21312026 hip Yes Yes NIA Molded en composite Edge Fiber la s Single Do(I ng1Ouiswl g Xofl_qrehn) 14 n. Therma-Tru Flber-Classic and Smooch -Star Nominal 6&030;8 8:.quo Impflgt&quo[; Glazed 12/31/2026 No Yes Yes NIA Molded Open Composde Edge Fibargiess single Door with Glazed Molded Open Sldeliters) (Inswing/Out-ing; XO, OX or OXO con#gura Notts) 15 e. Thera -Ter Fiber-Clesslc andSmootM1-8ter Nolilnal 68,4394 &quot;lmpact&grot Olaead 1213112026 No Yes Yas MIA Molded Open Composite Edge Fiberglass Double Door th o wthout Glazed Molded Open Sldelhes (Ina InVOv%wirg; XX., OXXO wnflpuratims) 16 p. Thera-Tru Flbl r CYzssle and SrntnthStar Nominal 68#39:8 &gUU:mp&ct8:qu0t Opaque 121312026 No Yes Yes N/A Composite Edge Fiberglass Single Door with Molded Open SldNbefs) (Inswing/outswing; XO, OX W OXO conflgunatronsl 17 q.Thera-Tru Fibe dasslc and Smooh-Star Nominal 6&#398&quot;1mpad&quot Opaque iZZ12026 No Yes Yes WA. Composite Edge Fiberglass Double Doorwdh or vilthwn Glazed Mooed Open Sidelites (hsnln9lOuts,e XX or OXXO configurations) Florida Department of Business & Professional Regulation Paga.1 at Building Codes and Standards 1WO21 Product Approval Application Detail Code Early o Date palg Dale Penrana 7Y22 Vern-n Manufactur,r comaat Enoinaer&Licams, ValidatW ev a% ittlatad Submittal FBC Anomyal Amrowd Stw- Revision 2020 POT Indic%not Jens Roso;tskl Miami-➢ade BCCO -CER Miami -Dade BCCO -VAL 111I 2020 10262020 11242D20 Approved Category: Enenar Doors (541) 486-0100 (766) 3f 5-2590 8ubCalagory: Siding Exterior Door Assamblles jrosowsk1@m;t1nduahies.c Complranca Method: CWhIc.ton Mark or Listing cm FL#25f-Rg3 Products Quallty Amiganee Ac,r ,df,,Use Approved for Use Impact Desion Sao 9 Productendel, Humbaror Name Product D-crlopan CWract Emlrelran Data In HVHZ Oulsld, HVHZ Resistant 1§esstu, 9 SDOS570 (La rgC Missile Impact) V iryl Slldng Glass Door 0411412021 Yas Yes Yes NIA March 6, 2023 PROwD`UCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72t please provide the information and approval numbers on the building components listed below it they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Nu nb+er(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm 112/31/2026 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.0/- 7.0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.,0/-67.0 psf 121311202 Therm aTru Fiber -Classic and Smooth -'Star (IMPACT) FL20470 +80,0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332.5 +40,0/40.0 psf 12/3112024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL82148.3 +311.01-35,0 psf 12/ 1/2023 Wayne -Dalton 'Series 800018100/8200 #1123 (16X7) FL8248,10 +30.01-8 ,5 psf 1 31i2023 Wayne -Dalton Series 8000/8100/8200 ##1124 (16X7) FL8248,11 +34,4/-38„3 psf 12131/2023 0, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747rand 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 +60,0I-60.0 psf 10I812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +351.0I-35.0 psf 6/17/2027 Pella Co �orstion Pella 10 Series FL16603 + .. 0, 0I0.0 psf 6122I2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55,0I-55.0 psf 2/16/2024 Pella Corporation 'Series 10/20 FL11161 +30.0I-30,0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FILED MI Windows and Doors Series 185 FL15349+1 +60.0/-60,0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50,01-50,0 psf 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 1231/2024 PGT Series 5500 FL261,1 NIA 5/2612026 E. OTHER 3e PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl 'Sofa 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 7/3012023 C. OTHER 4. ROOFING PRODUCTS A, ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B, UNDERLAYMENTS Tamko (for Shingle Roof, 151b Felt Underiayment F 12328 Ni 6I29I2023 Plyglass USA, Inc, for Tile Roo POLYSTICK TU MAX FL5259 IAA 12/23/2023 C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918,4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580,3 MIA 12/31/2024 Lomancof Inc DA Exahust Vent FL17202,1 +97.5/-97.5 psf 12/1012025 E , ROOFING TILES B oral Tile Villa 900 FL7849.27 - FL7849, 28 N/A 12131 /2025 Boral Tile Saxony 900 FL7849,16 - FL7849,.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS1 DMC 15OSSf DMC 175S1 DMC 200S1 DMC 5V FL17679,1 +0I-180 12/31/2025 5e SHUTTERS A, STORM PANELS Global Protection Products Galvanized Steel Storm Panels F 5076,1 - FL15076,2 NIA 12131120 23 All Aimerican Shutters & Glass Galvanized Steel Storm Panels FL17869,1 %CIA 12131/2023 6e STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B+ TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 NIA 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197,5 NA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSLr 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 5/2512024 r s listed below r t The pivot d e Clio did no demonstrate product approval at Ian review. I understand that a e t of inspectionof th r p p pp p h t t the time these products, the following rnforrriation must be available to the inspector on the jobsite 1 copy of the product approval, 2) Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1252022 Product Approval Application Detail .code - Entity or Dajg agate Date Pend i no g, Tore Version Manufacturer coEtmineer&License Validated By Validated Submitted FDIC Approval Approved Status Revision 2020 Therma-Tru Corporation Steve;Jasperson Lyndon F. Schmidt, RE Ryan J. King, P.E. 07123/2020 07/12f2020 0712W2D20 10f13Y2020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767.8555 subcategory: S,ingl rag Exterior Door Assemblies sjasperson@thermetru,co Cornpllanco Mothod: Evaluation Report from a m . Florida Registered Architect or a Licensed Florida Profe,slonal Engineer FL#1204E0.RsProdOots Quality Assurance Apprdvedfor Use Aoerovepfor Use Impact Design Seq# Prod uct Model, Num bar or Name Product Descn Anon Contract E.Wrobw Date In HVHZ :Outside HVHZ Resistant Pressure 1 e. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &quotlmpact&quot Opaque IM112022 Yas Yes Yes WA ComposheEdge Fiberglass Single Door (In wing/Outswirg, X configuration) 2 h.Therma-TruFiber-Classic-and$mooth-Stat Nominal 6&i%:8&quotlmpact&quotOpaque 1213la022 Yes Yes Yes NIA Composite: Edge Fiberglass Single Doorvdth Sid rta inswdn lOu ' XO OX of OXO Sidi { tavwn r (at 0 g configurations) 3 c.'Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#9g;8 &quot;lmpact&quota Opaque I2J31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double D.W,,ith or without Sidedtes (InsWing/Outsmg; XX or OXXO configuraili 4 d.Therma-Tru Fiber -Classic and Snoeth-Star Nominal 8&#39;0&quot1mpad&quot Opaque 12f31f2022 Yes Yes Yes WA Composite Edge Fiberglass dingle Door (InspinWOutswing; X.configurafion) 5 s.Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#3SO&quot;lmpad&quot Opaque 121312022 Yes. Yea Yes NIA Composite Edge Fiberglass Single Door with Sidelke(s).prlsw ilglOutavdng; XO, OXar OXO configurations) 6 f. Therma-Tru Flber.Classic and Smooth -Star Nominal 88#39;0 &quotlmpad&quat, Opaque 12731f2G22 Yes. Yes Yes Ni Composlte Edge Fiberglass Double Door with or wthout 5idelites (Inswing/0utswmg- XX orO)QXO cpnfig ural ons) 7 g. Thermo-Tru Fiber -Classic and SmoothSNr Nominal 69#39;8 &quct,lmpact&quo; Gle2ed 1273112022 Yes Yas Yes Ni Composite Edge Fiberglass Single Door (I nsw inglOulswing; X configuration) 8 h.Therma-Tru Fiber -Classic and SmoothStar Nominal 6&#39;8&quot�lmpact&quot Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single.Dwrvdth SidelRe(s) (InsWirg/OubsWrig; XO, OX or OXO configurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal t)&#39:8&quo0mpact&quot; Glazed IW112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Without Sldelitee (Inavving/Out'aw rig, XX or.OXXQ configurations) 10 1. Therma-Tru Fiber -Classic and.Smooth-Star Nominal 8&#39,0 &quet;impaet&quo; Glazed 12/312(W Yes Yes Yes N/A Composite Edge Fiberglass Single Door (In wing7Outswdng; X configuration) 11 It Therrila-Tfu Fiber -Classic and Smootn-Star Naming)8&#39;D&quotimpaar&quoT Glazed 12131R022 Yes Yes Yes NfA Composite,Edge Fiberglass Single Door with stlelke(s) Qruw4ng10utswing: XO, OX or OXO configurations) 12 L Therma-Tru Fibor-Classic and Smooth-Sb r Nominal 6&4391'o &q,,;W-pect&quot; Glazed 12131Y2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Sidelitm (Inemng/Oulswing; XX or OXXO configurations) 13 m. Thenna:Tru Fiber-Chasstcand Smooth -Star Nominl 6&#3SS &quct Impact&quota Opaque 12J.5`IM22 Yea Yes Yes NfA Composrte Edge Fiberglass Single:Door with &quad;Non-Impact&quot'Sidellta(s) (InsvnngfOutr:wting; X0, 0X or OX0 configurations) 14 n.Therma-Tru Fl per-Ciassm and Smooth-Ster Nominal 6&#39;8&quoplmpaot&quot; Opaque 12f37f2022 Yas Yes Yes NIA Composite Edge Fiberglass Owids, Door VAth &quot;Non-Impact&quot Sidelites (I newng/Outswi rag; Oxx0 configurafc,n) 15 0. Therma-Tru Fiber -Classic and Smooth-sw Nominal 8&#39;0 %quotlmpaot&quo4 Opaque 12)31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door wfth &qu&Non-Impact&quota Sidelite(s) onswinglOutswine; XO OX arOXO configurations) 16 p..Therma-Tru Ftbar-Classle. and: Smootn-Star Nominal 8&#39; 0&quot,impact&quoi;: Opaque '121312022 Yes Yes Yes Ni Composite Edge Fiberglass Double Door with &quotNon-Impact&quot; Sidelites (I nsimng7OutaW ng; OXXO configuration) 17 q.Therma-Tni Fiber -Classic and Smooth Star Nominal 89939,8&quoF;Non-Impad&quot Opaque 12J31I2022 Yes Yea No NIA Composite Edge Fiberglass Single Door (I ns mnglOutswing; X wnfig-b-) 18 cTh-a-Tru. Fiber -Classic and Smooth -Star Nominal 8&#39;8&:uot Ncn-Impact&quot Opaque 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sideibe(a) (InswingnDutaWrtg; XO, OX or OXO configurations) 19 s,Therma.Tru Fiber-Classio. and: Smooth -Star Nominal6&#W;B&quot;Non-lmpact&quot; Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door vAth or pAthout Sidelites (InsviingfOutswingl XX or (WO conHguriations) 20 t. Therma-Tru Fiber-Catesic and Smooth -Star Nominal$&#3eD &quotNon-Impwt&quot; Opaque 12I3112022 Yes Yes No NIA Composite: Edge Fiberglass Single Door (InvwnglOut-ling; X.W,fiq.m i.n) 21 u.Therma-Tru Rber-Classic and Smooth -Star Nominal 8&M.0&quotNon-Impact&quot Opaque 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelte(s) Qns xinglOuta nng: X0, OX or OXO conflaurationsl 22 y: Therma-Tru Fibor-Close sand Srrmoth-Star Nom nal 8&#39;0 &quot;Npn-Impad&quot, Opaque 1213IM22 Yas Yes No NIA Composite Edge Fiberglass Double Door With or without Sideldes(Inswing/Outswing,.XX( OXXO configurations) 23 -w Thermo-Tru Fiber -Classic and Smooth -Star Nominal e&#$s8 &quot;Non-Impact&quot; Glazed 12131f2022 Yes Yes No. NIA Composite Edge Fiberglass Single Door (I naWngrCutswing; X configuration) 24 X. Therma-Tru Fiber-Classc and Srnocth-Star Nominal 9&#39;8&quot;Non-Impact&quol; Glazed 12Y3112022 Yes Yes NO NIA Composite Edge Fiberglass Single Door with goalke(s) (Inswing/Outswdng, XO, OXw OXO configurations) 25 y.Therma-Tru Fiber.Cosslcand Stllooth-Star Nominal 8&939;8&quotNon-Imp2ct&quot Glued 12r312p22 Yes Yes No WA - Composite Edge Fiberglass Double Door With or w@houtSldelttes (Ine irgfOutswing; XXcr OXXO configurations) 26 z, Therma-Tru Fiber-ClasMcand Smooth -Star 'Nominal 8&#39;08quot;N0n-Impact&cunt; Glazed 112131R022 Yes Yes No NIA Composite'. Edge Fl berglass Single Door (traWngfOutswing X configuration) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88939:0 &quot.Non-Impact&quot; Glazed 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Side!ke(s) (InswinglOutsW ng; XO. OX W OXO configurations) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0 &quotNion-I mpact&quot; Glazed 12/31f2022 Yes Yes N. NIA Composite Edge Rbergiass Double Door with or without Sidelites (Inswinq[Crutswing; XXor 01 configurations) Florida Department of Business & Professional Regulation P.ge.I of 2 Building Codes and Standards IFro21 Product Approval Application Detail , Code Entav ar rig Date Dete Petedlna Data jyp1f#,i Manufadum Contact Enuln-& License Validated By Validated Submitted Lap A l Aoomvtl Status ReNslon 2020 MI Wlndws and Doors Brent Sitlinger Luis Roberto Lanes Steven M. Urich, PE 10MR,2020 IMS2020 10/1912020 IV152020 APP-d Category: ExlOnor Doors (717; 365-3300 PE82514 (717)31T-8454 Subcategory: Sliding Exterior Door Assemblies bshingx Q.h.'d.cme corrollance Melhorr Evaluation Report from a Florida Registered Architect or Licensed Florida Rrorassionel Engineer FL#'15S52-a9Praduets::. ' i Quality Assurance Aporowd for USe Aoproved for Use Impact V.91gG $00# tMotluct Nodal, Number or Name Product.Descrbtlon Contract Expiration Data In HVHZ Outside WHIZ Resistant Pressure 1 sER1E8420 ALUMINUM SGD SERIES'420 ALUMINUM SOD OXO 12131,11124 No Yes No NIA 14&3!4&quot;xW&quota NON-RDNFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALLJMINUMSGD OX XO, XX 121312024 No Yes No WA 96&qua.;x808qual' NO 3 SERIES 420ALUMINLIM SCC REINFORCED SERIES 42' ALUMINUM SGD REINFORCED OXO 12+312024 No Yes No Ni145-3/4&qudxue&qupt; 4 SERIE8420ALUMINUM $GD REINFORCED SERIES 420ALUMINUM SGD REINFORCED CX 12512024 No Yes No N!A XO.XX98&quctx96&quot 5 SERIES 420ALUMINUM SGD REINFORCED SERIES-420 ALUMINUM SOD REINFORCED XXX 12012024 No Y. N. N/A - 143&quol:x96&quo(; Florida Department of Business & Professional Regulation !sages p1`2 Building Codes and Standards 102021 Product A roval Application Detail PP Pp n C.d. EMIN or DAR Data Data ponds- W. iypg Version ManidaGtlrra CgMact Elmineu & ucenae Validated W Valld#W Submitted FaC Approval Approved at- ReMslan 2020 Wwyn a-Dahon, a dMs-n orOYerhaad Door Daayne Kanish John E_ Scales Jetrray P. Arneson, P.E. 10)122020 09292020 10T2342020 12/15/2020 Approved Corporation (330)7$3-6121 PE-51737 (e04)82152N Category: Exterior Doors dkoml Wayne-dagai.c Subcategory! Sacnonm Exterior Door Assembllas om Compl(2nea Method! Evaluation Report from a Florida Registered Architect or a Licensed Fluids Professional Engineer �LA824&4t20 Prodtlda. ..'. . OuaiN Asswance AuorvvW for Us, AvvrovW for Usa Impactgoal- sea# Product Motlal. Number or Name Pr oduct Descnodm ColmactEmlretlm Date 10 HVIC Outside HVHZ $dal. Pressure 3 80W/810016200#1105 SU39:Ms. width. 148,#35; Max height. Glazing 127312023 No Yes Yes .31.001--35.00 aveifebt. in top Wintered)et esedion. 14 84908140/8200 #1123 188#38: Max •Mdih. 148#59: Max h" t. nazi t2731 023 n 2 en. g a No Yes Yes +30.00/-33.50 availabbin to or lntcmlcdlNb Section. p 11 80098100/5200 #1124 168rK39: Max wlQh. 148#39: MaxhekJlit, Oiazin9 12/312023 No. Yes Yes *34.401-38.30 available In top or intermediate sedlorl. Florida Department of Business & Professional Regulation rapt or Building Codes and Standards 1152021 Product approval Application Detail �. ... .. ..- .. _ ... ". Owe Emily or Data Date Data Paneling ate mm Vesim Manufacturer Contact Validated ay Validated Submitted Fad Au urovat A,,,x,d Menus Revision 2020 Curies Divison of AADG. Inc. Tom Relay JUL LLC Troy Bishop, P-E. 17/1017020 1'X01(2020 12212020 App-ol Category: Exan., Doors t641) 494-2813 954)947-0860 SubCategory: EXIWIWDoor Components lan.reaay@easeabloy.co Compliance Method: Cerbflcaliw Mark tr Listing m fla#I1537•Re P[aducts '. Quallar Assurance Approvedfor Use Approved for U. hnDact Deslan Sao# Product M dal. Number or Nam, PDotlubt D,scdntmn Cor4raC ExptraHon pare In HVHZ Outside HVN2 Raw,dant burg, 1 807,707727;747, T57, 7T7 and 647. Single end Peers of Flush. Gazed, and L.-Woul single and pelts or 121312025 Yes Yes Yes WA Doors hallow metal dons. Florida Department of Business & Professional Regulation Pagel w2 Building Codes and Standards IF41 021 Product Approval Application Detail Code Isulm,or Dots chat. Date Pending Dal. mm V^m Manufacture Canted... Encloser& License Validated By Whitetail sptpnutee FBC Aoomval Aporowd Status. Revision 2020 MI Windows and Doors Brent Sitlingar American Architectural 8tevon M. lunch. PE Ilil7rV20 11/172020 11272020 Approved Cat0QWY:.5A1ndOW5 (717)365-3300 MenufecturersA coledon t717)317-a454 Subcategory: Single Hung. baitiingarQn-urwi .tom Compliance Method: Cermfoallob:Man( a Listing QUd1N Assurance Aouravad for Use &Q110 ed far Use Impact geelon Sea# Prodcttt Model Nlunbe, W Name PrOduet Deschodon Contract ExWratlan Dane In HVHZ outride HVHZ 1144090t Pressure 2 185 SH 62x72 FlnRange Frame IGJBG Single Hung 10/082023 No Yes No +60/-60 LahAnated Glesa N O cn C Q Q Q Q �--# � O L Q .� U cn O O = O Q O W Q M U O .N N a) 2 " Q i V�//�) Q Z Z W J L CJ vJ L� y c eC e� C14 m 3'6 N C L f1 N CV -=c. CN lift ®) ci tn7 w ry ems. y CJ W s u al � C � � T y .ate C � O � U Z Cn O 0 < L U O L L) m H Q L W Q W Z J z Q J a SHEET NO. PA 1.0. +-a N Florida Department of Business 8i Professional Regulation Paget Pis Florida Department of Business &Professional Regulation .Page t of Florida Department of Business &Professional Regulation easel of Florida Department of Business 8 Professional Regulation page ore .� (� � � Building Codes and Standards 1ra52oz2 Building Gods and Standards++sJ�1 Bottling Codes and Standards iisrozr Building Codes and Standards±1512p2t 0 Product Approval Application Detail praiuctApproval Application Detail Product Approval Application Detail Product Application Detail � tam .--..r_f. .'.., ,r" .. r. :ices'• ...; ". 2 -re° .� x . Code Entity or ¢t�fe � Date Pentlina ,. . . ....,,v � - - L1ata � � V on JYBi Version Manufacturer Co felt n Engineer &License Validated ev Y Ira I �m_�,-Q FBC Approval ,Q�g roved �P� Status iRlZP Entity lr or �,,tr ,fig Data P®ndfna ppjg Coe !nt ' or p■g, gglg Date Pending ¢fig �° Manufaaturw F.LUlY2 Endnear8lkwrs Yalidated� ate )� Pending �e r FBC Anoroval tus B!D@Y@9 � /�� `tl� Recision 2020 Thermo-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P. E. Ran J. Kin P. E, 10�712021 09/182021 10M 3/2021 12115/202'1 Approved True Version Manufacturer Contact Ellameer&Llcanse Vallda[etl av V Id anbmmea FBC Approval Apprgye0. Status ?ygg var_ion Nanufeaturer Contact Enoineer8licansa Vanaazea By Varitlatad 6uamittatl J;BC Approval gp)J�yp� � ZJrDa Y�lalBD R Y�iB■ T1Y '^ V � � VI Category: Exterior Doors Y 9 (8D0)843-7628 PE-43408 (013)767.8555 A.dkmatioh 2020 PGTindustrlas Jana Roaowdd NtamHOade aCCD:CER Miami -Dade BCCO -VAL 11eU512020 11pS2020 11i1112020 Approved Revision 2020 Ml NdndaWs and Doors Brenl611Hnger American Nchkectuml Steven MlAlch, PE 10/D62020 10/062020 1011 g/2020 Approxd Revision 2020 MI Windwn and Dbos Category: Wofd Dws f§ant �llinger ,Wnencan'Ardiitecturdl Steven M. Urich. PE (717)385-3300 ManuiacNrers Association {717)31T-8454 1122f1020 11f12i2020 112&2020 Apprrnnd .'^ Subcategory: Swinging Exterior Door Assomdies 9jaEpefs011,`�.thermatru.GO Category: lMndpws (841)486-0100 (786)315.2599 CaLegoly: Windows dDWs I7171365.33Manu#acturers Associa$on f?17)317.8454 subcategory; Foretl osminger®miaa.mm 1 V / /f 1 I � Compliance Method; Evaluation Report froma m Subcategory: Single Hung )rki@pggnduatdes.c �ans Subcategory. Sliderbsltlingar@mhea.com Compliance Methotl: Gertfication Mark LStkg Compliance Method: C1xtiF anon Made a Listing V/ / � �O Florida Registered Architect or a Licensed Florida Professional Engineer Cignpllanne Method: Certapation Mark a Listing om - w - - FLIMSM-914 Products O - L F Lg20481-RT Products - _ d{^gs1 P��R2a Roducrs. - OualHv Assurance. :.. Aoorarea for use : Aooroved for use im •t ❑estan FL3H5-391R$: Products. - fyiallty Assurance , Aoprovetlror use Aooroved for Use 1❑Ip-a5[ pgsJgD .. # - d.allrv�ssr,ranr. EA,-, Product DescrlDllon Anurovedror use Anorar.n for use LBaa4L 0P619l1 In Alfa outside fHVMZorU Re °tan re i_ 0 Q = 0 SguaIlN Assurance A❑Orbvad for Use Aoamved Tor Use Impact Deakin Sea# product Model. Numbers Name Product Descrlatlal �orrtrad Exdmllon Date In HVHZ Otrtsltle MVHL Resistant Pr�ssLire sa_# Product Model. Number or Nam Product Descripian CantraM E.ointlm ❑eta in X_tiHZ Outside lNHZ Resistant Pressure e �� Product Model, Number or Noma Contract nDate �� -- O LL Seq# Product Model, Number -or Name Product Degeriptiant Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 sHssoD (Large Mlssne knpanl) Vinyl Single Hung M4naon an30rzo25 Yes esYes M1b1A t HIS 188 Flnand Flange Frame 73x621nsuleted Gew 02/1812024 No Yea No +53f-55 ± 155 W✓ 73x 721naule{ed Glass 04/0312023 No Yes No s601-60 CU co 1 a Therma-Tru Fiher,01st c and Smooth -Star Nominal W39:8 &quotNcn-.Impact8quot: Opaque 12131/2022 Composite Edge Fiberglass.Single Door No Yes No NIA C) O 2 b, Therma-Tru Fiber Smooth (lnswrlD gutswnng X configuration) Nominal 6&#39;8 9g1JOi Non-Impact&quot Opaque 1215112022 No Yes No NIA O -Classic and -Star Composite Edge Fiberglass Single Door with L Sidelae(s) XO OX OXO N ,}e CL (lnsvdnglOutswing or mnfa k s) (� O Tt \\ 3 rm cThea Tru FN9ar-Classlpand Smodn-Star Nominal6Efi3gj88,quot;Ndn-Impaat&quot.QpaquO 12f3112022 No Yes No NIA. 0 Fiberglass Composite Edge Doubts Door kMth or ^ W without Sldelitas (imalanglOutswi ng; XXor O)QXO configurations) 4 d. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 7&#3$D &quotNon-Impacti1quot Opaque 1213112M No Yes No NIA Composite Edge Fiberglass Single Dow 5 a Therma-Tru Fiber -Classic and Smooth -Star (Inswng/Outswing;.X configuration) Nominai 7&93e0 3quotNCn-Imylad&puck Opaque 1213IM22 No Yes No WA Composite Edge Fiberglass Single Door with Sideli[e(s) (InswinglOutsvnng; XO. OX or OXO E I. Therms-Tru Fiber -Classic and Slrwoth-star corifiguradons) Nom4lal B&#39;0 &quotNw,Impad&quot Opaque 12,S112022 No Yes No NIA. Florida Department of Business & Professional Regulation Pagei of 1 Florida Department of Business & Professional Regulation Page i NI Florida Department of Business & Professional Regulation gage± at 0 Composite Edge Fiberglass Single Door Building Codes and Standards IF.VM21 Building Codes and Standards le!5=21 Building Codes and Standards 102021 (Ins rig/Gutswing;.X configuraton) 7 9, Therms-Tru Fiber -Classic end Sm-th-Star Nominal BM#38;0 &quotNGp-m pac;&quot; Opaque 1275112022 Composite Edge Fiberglass.Single orith No Yes No WA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail .Door Sidelhe(s) (InswinglOutswing; XO; OX or OXO 4 8 h Thermo Tr Flber.Classlc Star Nominal #39.: t- S NornN1 8& 0& Non Inv 12131 2022 Yes No N)A _ - ue and month uo not _Opaque , , P�&q Comtt. EdgeFibglassDouble Door5r S8t8 E v ❑ate P di- ruay Ent' or Da [g ❑ Padino Entry • Data Pending lidante ut Sides, (Inswmilsitsfog,.XX or OXXO u JL YioManfacture Contort Cwineer8llcea< Validted &r vat+aataa Submitted FBC Aonroal AmuDyd Sttus 7^Ysion Mafactu �opjgglEnd'near&Lkmse VaBdafed lv Yidad�Submitted FeC1oomvd ]pOrDVB status Two- Wilson Manuracturer Gamiest Enginear&ucensa Validated By . Validated Submitted FBC Approval rov e BiMus y 9 . - _ _ cTherms Tfu Fiber-C4nasfc and Smooth Star configurations) _ Nominal 6&#39;8.&quot,Nan Impact uot, Glazed 1213112022 No Yes NO NiA. ... Afflmlanon 2g20 PGTlnaustnes '. _ , _ Jens Rasows&t H4ami Qatle BCCD CER M[ami Datle.BCCD VAL 1iXt52020 i9N512020 1111112(120 Apprated: R4+nslon 2020 MI Wlnddys and Davis , Br tsltlln c Luis -'s E .Stevan It E an ge L RLema .P ,P t0A8/2020 10108f2g2Q 10/19f2a20 1211S/2D24 App[vretl .' i 02 Atfrmsfion 2 0 POT Industries J R aav kl 1 - E CCD_ AL ens os s Memi-Datle f3CCD C R Miamr Dade EC V ti 0 111J5Rg20 11/1112020 ra+ed 105J202 App,- Composite Edge Fiberglass Single Door Cat.goryt vNndm+isl (941)486-0100 (MG)3i5-2590. Category Wind-1 (717)305-33W PE-62514 (717)317-8454 Category: UNndalds (941)466-0100 (786)315.2590 (InswinglOutswing; Xoxifiguration) subC.Norn. Flued lrcaonski@pglinduslries.c subeatogrry::Mullions bsitingerlimiwd-nor SubC,aiagary: Mullions jrotawakQpgdndusal 10 j. Therms-Tru Fiber -Classic and Smooth -Star -M Nominal &quot;NorNmpaOt&qua; Glazed 1213112022 Composite Edge Flllergiaes SingleDoDf vAth &quQt;Non_tsvAng: No Yes No 'N1A. cdrnpuance Memos: Cedieeauon Mark a Listing - om Compliance, Method: EYaluttim Report home Complian Floida Reg sieved Archdect ore Licensed Florida , Compliance mathodreertrficetlon :Nett atisting om Somin isj (Insw#39; XO, or OXO FlN2t3R24 Pi'odaMs e, Engineer FLe281:R13 ProductiE 11 _ kTher -7r F - - ma a ben Classro and Smcdh Star configurations) 8 - Glazed 12/31i2022 No Yes No N/A : _... Quality Assurance Aomavad tar Usa iri HVHZ ". _.. ... Annravad for Use Ifs. D.�ian HVHE Resi=lent rC7N5353.IlF Products ,. Sea.M ProducrModaL Number or Name OualiM Assurance Product Deserlotlal Cornracl Expiration Dale Aaproyed for Use Amrpvadfor Use aBar�. l7l3I911 In NVXZ Outside HVHZ Resistant sure Composite ibeotNon Double Door to Edge Composite Edge Fiberglass Doubly Door with of §gg,(t Product Model N mberor Name Product Deacriptlon contract E%drallon Dale Oulsidr su Amrovodf-ills rar use DD, without Sidelites(InswrngfOu[swing; XX or OXXO 5 PW-5520.(Lara. Missile lmpea) M,yi Flied Wndow 04W2025 Yes Yes Yes N/A Quality Assurance Asaxovsd 1,,,t tson 1 Mulkms Par All Dori antl Windarrs Aluminum MuM= g5t26/2020 Yes Yas Yes MIA configurations) Bill It Protluct Model. Number or Namr Product Dssaktfon contract Exdmtkn Dale in HVHZ 2WAUe NVN2 Reistant Pre,- 12 I-Therma-Tru Fiber-aassicand Smooth-Star Nominal 7&#39;0&quot,Non-1 mpact&quot, Glazed 12131 r2022 No Yes No NIA 2 5784 Vertical Alum mum Muilion 12/712D24 No. Yes Yes NIA Composite Edge Rberglass.Single, Door (Insrnng/Outswelg; X configuraticn) 13 m.Tharma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0&quotNon-Impact&quot Glazed 1213112022 hb Yes No NIA Composite Edge Rberglasa Sing le Door with Sidelite(s) Qnsw riglOutswing; XO, OX or OXO configurations) 14 n. Therma-7m Fiber -Classic and Smooth -Star Nomirrai 8&#39;0 &euctNon-I mpad$quol; Glazed 12)3112022 No Yes No N/A Composite Edge FlbergessSingle Door (1-inglOutswring;X configuration) 15 o, Therrma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;O &quotNon-Impact&quot Glazed 12MI12022 No Yes No NIA Composite Edge Fiberglass Single Dwrvvith Sidelite(s) pnswing/Outswing;XO, OX or OXO Florida. Department of Business & Professional Regulation pay 1 ft Florida Department of Business &Professional Re Pa Regulation Fage2-pre Florida Department: of Business & Professional Regulation pa Page 3,C4 16 P. Therma-Tru Fiber -Classic and Smooth -Star conhguratlons) Nominal'B&ll 8quctlNon-Impad&quot; Glazed 1MI t2C22 Composite Edge Fiberglass Double Doer 1,Mth or No Yes No NIA. Building Codes and Site VBrmi Building Codes. and Standards -1019Y'021 Budding Codes and Standards 3+61Z0z3 without sidelites (Inswmgfoutswing; XXor OXXo ProductApprovai Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quotNdn-ImPad&qud Opaque 1213112022 No Yea No NIA -:-'�xd'w k. .. _ , .: s w e - ,-� .: 'p, .. "" =.�-. _ -« 9.. :.. .. •s'`s _ ..... _ ;. ,. - .. Composite Ed'eFiberglass SlnleDonr with po g.g Transom(Insw"00utsvnng, OfX 18 I. Therma-Tru Fiber -Classic and Smooth -Star configuration) Nominal t; Opaque 12/3112022 No Yes No NIA0044 EntNY or gee le Date Pendlno fi29A 01r of J7,✓gg. :,fig Date Pen pffig S;.2dq gp,'d�+or Dale Case a Data Pending be Edg;8&quotNon-impa, Doo, ComiI.i.) Edge Fhergi(1-ingla Ut.Wigth OJOXorO[rrd Transom (Inswing/0utsvring; OIXO, O/OX or OfOXO coMiguratialsJ jipg ter=lion Manufacturer Revision 2D20 James Hartlie Building Products. Inc, Contact License yaadetad Be Chad Dlareks V. Andrrr Tan John awihard, P.E. aygtlated submitted 41fL5i2021 12+1412020 FBCA-,,l Approved Status D1eU612021 ding F6G Appr, ?YB$ � Manu(aeturer Revisirm 2920 Alside �yptgyt Cmhraor B. License Voltdatad By Pick Thompson Lyndon F, Schmdt. P.E Ryan J. King, P.E. tV0ldted Submitted 02P512021 )VIS2021 FBC Anoroval 02R212021 BgQ,+pyd 04flW2021 Status Approved 1 t Y°rebn R.,A.1- 2020 ManufaMurm OAF Canlxl Eiwinew&Licence Vadtlatad By Michael Stleh Robert Mammon Join W. Knezavch, PE YI tea submitted FM Aoorarel AoprGved Status mnoy i2J1912022 12MT12922 12CO/2022 02M7/2023 Apprated Category: Panel Walls (509) 545-OS50 PE-61662 367-2528 Category: Perot Waik (330)522-23139 PE-43409 f,813) 7137-5555 Calegory: Rooting I80D)76e-3411 PE-59166 (9545 7T2-8224 19 s. Therma-Tru FiberLlassio and Smooth -Star Nominal 6&#Sg;6&quot.Nan-Impad&quot Opaque 12M12022 fiberglass SXC,ingle Composite Edge Fiberglass Single Door with with No Yes No NJA Subcategory: Siring (352) ched.dkrcks(djamesha-d Subcategory. Solids nthanpson@elside.rom 5u6CaWgory: Asphalt Shhlgies mstleh@gaf,eom Sideldast {Edge DX or Gpmpllance blantrock:Slang EvaWatim Report tram a e.com Compll.n.a Mamod: Evalu.tim Repot Roma Compliance M.UDd: Evhirci cn Report from a Continuous Head and Sill configurations) Florida Registered Architect ore Licensee Florida Flodde Registered Archit..ct ore Licensed Florida Floada Reglsterea Arch6edl or. U-sad Floitla 20 t Therma-I'm Fiber-Glossie and Smooth -Star Nominal B&#3g;C &quit Nan-lmpact&quat Opaque 12f3112022 No Yes No NJA Professional E it ear Professional Engineer Professional Engineer Composite Edge Fiberglass Single Door with - Sidelite(s) (I nswnnglOutswirig; XO, OX or OXO FLM3192-RO product, - -FLM5272-RS Products - _ - FL01a124.R33 PlOW414 _ Continuous Head and Sipurations) Ouallty Assurance ADor-rifor Use Approved for Use Impact ?oalin, J A r or Use Im°act Des:_n Rv Assurance pproved far Use fa OuaI RVAaswarm Approved for Use Aoaroved for Use n c Damon. Z1 u. Thenne-Tru Fiber -Classic and Smooth -Star Nominal6&#35,88quot;Nco-lmon-ImpadB,quot Glazed 1213712U22 No Yes No NfA Bents Product Model, Number or Name Product Descrloflon Contract Expiration Data in HVHZ outside HVHZ Re ant P_e_s£UL€ Sett Product Model, Number or Nanla Product Dsscrlotlon. COMracl Exdratlon Date it, HVHZ Ouislaa HVHZ Roslatant Pressure yggg.f/ L'(oduct Model. Number or Name Roduc[Descrlatlan Gotnraci Expirittloo.P91 in HVHZ OulsltlB IlUsistit pressure Composite Edge Flberg lass Single Door With Sidelbe(s)(I nsonng/OtitRWW. XO, OX or OXO Continuous Head and Sill configurations) 1 Cemplank Lap: Siding 2 Hsra.Plol, Lap Siding fiber convent lepsid'eng 12)311RY23 fiber -.cement lapsking 121312C23. Yes Yes Yes NA N/A Yes NA NIA 1 a&qua2T8:quot: Solrt 2 b. &qu tfulls nee T4&qud, Soffit Vent or Sold Vinyl Soffit 12131QO23 Vent or Sold Vinyl Soft 12131i2023 No Nor Yes Yes No No rJ)A N1A 1 GAF AsphaI Rod Shingles for use in FBC non-HVHZ jurisdictions Fiperglaas reinforced 3-tao, laminated, 5-tab and 12/16r2025 hip/ridge asphalt shingles. No Yea NA NIA �yrt •' J' a 22 v.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&girot;Ngn-lmpad&puot Glazed 12131f2022 No. Yes No. N/A 3 c,&goat Greenbrlar Vintage Beetled&k59: SoPot. Vent or Said Vinyl SoT1R 121312023 No Yes Na NIA Composite Edge Fiberglass Single Door with Sitlelite(s) (InsiMngtOutswing XO, OX or OXO HeadSlll 4 tl.&WO QS&Wa[:Soffit 5 e. &qua Ch (tar Oak&toot, Soffit V<nt or Shctl vinyl SoflR 12J312023 V<n[ar Shcd Vinyl gOtLt 121312023 No M1lo Yes yes Na No NIA NIA 23 wTherma•Tru Fiber -Classic and Smooth -Star Continuous and configurations) Nominal6&t1398&toot Non Ihlpaat&quot; Opaque 1213f12022 No Yes No NIA a t: 8qud;Super.Span&yuot; BaHil Vent or Slid Vinyl Soffit 121312023 No Yes Na NIA 1� C� Composite Edge Fiberglass Door Panels with Vented Sidellto(c) (InsvringlOutswing� XX; XICI(oriVO()( ® 1 c`•- G,? 24 X. Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 8R#39;0 &quotNon-Imped&quot,Opaque 1213172022 No Yea No NIA }� •-�, ,� � . � M Composite Edge Fiberglass Door Panels with Vented QCo -Ems. Sidelite(s) (Inswnng/Oinswing; XX XXX orXXXX c 25 Therma Tru FLer-Cisssleantl configurations) - y. Smooth -Star Nominal 6&iKi9;8&quotNon-Impav!&quot; Glazed 1213112022 No Yes No NIA - Composita Edge Fiberg leas Door Pa nets tmfth Vented Sidelite(s) QnswinglOutswrrg; Xx XXX or XXXX Florida Department of Business &Professional Regulation rage 1 art Florida Department of Business &Professional Regulation semi �t Florida Department of Business &Professional Regulation page of 28 zTherma-Tru Fber-Classic and Smooth -Star configurations) Nomimal88#39:0 &toot Non-Impact&quot Glazed 1213112022 No Yes No NIA Building Codes and Standards tOJ912D21 Building Codes and Standards ±,s2oz1 Building Codes. and Standards lmrmzl rgk N p Composite Edge Fiberglass Door Panels vdth Vented '} IAi X Sidelre(s) pnswAnglDuhswirrg; xx. xXXor xxxx Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail as �- •� D•1 mnFiguratlons) `y 1.: ... .- _ . ._. _. ,. _ ._ .. _ _ - - _ _:.. ._ __ _. -. �`wa?4w•,... svuT': _ - a _ ,_ _ _ ._ .. _ ,. .uu,... "'`_. "`xa.m. . _. _,. ..._ ._.. _. ._ ._. .. .. ... .. - . ... _ - _-_ __ . _ � -., ,., T .t ., __. �. .p_., .�.� ... _..z �. _.,.. w, akz.:t,..�.�- �«�,.--. ,.. z.em>: ', .. .,,, ...,. eA say vd '... , +s ._.. _ ... ., ;s � _ r ._ e,.. ., d , ,.. w _ .. , ._. �-. - -- - - `� Y, .:.. ,, ,., "� 2 za. T Tru fi CI Ic S h 7 harms bar ass and moot Star Nominal #398 .N I. nor 0& riot Cn d& uoY blazed 12137l2022 o es WA . 8q .. rnpa q N Y No Single wit 1Y3,9 Coco osae E e Fiberglass le Door h 3& :D P rig g 9 t2a t, t s s Strict n win lOutsvn XO.DX a OXO e'C 0 g rig ..�•. ... .. 4- mnfiguratlons) Cg$S illy or Q,�g 2jtg hate Pendiiw 0.�tg C a Entity or p�(g � Data Pendlna J${g Cog Entity er ate g■e DMe pentllna ggte 3 ,m. � 26 zb.Therma-Tru Fiber-Cleasic and Smooth -Star Nominal 6&#39;8&quot;Non-impact&quilt; Glazed 12731l20?2 No Yes No N1A IYgE Vemlon Manufacturer CoMalg. Ehpinear$Licmrse Vdidaked By Validated. Submitted FBC Aaprosal Ao=vved Status lyB;q Vo_ton Manuiecturer Confect Enairn'earB Lrcarrseyeuddad By VaRGatatl 91aM=iittatl FBC Approval Aonrovea Status � ver_lon Mahufacturer c_^keel Enomsar8ucanso Vauaated lsv yeilaataa Sulvnmaa PeC Annraval Aoprovea, status. � -' � � Composite Edge Fiberglass Double Door with Revision 2020 TAMKO BuAdin9 Products Kerrl Edo Robert Nlaminen Jahn W. Knezewch, PE 10N412020 0929203o 1G)1212020 12/1572020 rased APP_. RaNslon 2020 LV. Thompson. Inc. Aloe Thompson Architectural amp P Tony Christman Zachary R. Pliaet Steven M. LkIch, PE ry OSgV2020 OB/16f2020 0922R020 17J75J2020 Appr-d Revision 2020 . Florida Matti Products ho. Clark Jdrlae James L. B°eker. P.E Steven M. Unah. PE @ 09,2?12020 0612512020 10b4a= 12/1612020 Approved ►- � Gr 3&#390 $idalites(Ins^rim lOtlfbviin OXXD g g Category: Rooting 1417)624-6fi44 PE-5E166 (954)712-8224 Metals Company(TRMCDi _ (913)248-345fi PE-74021 j717)317-8454 Category: RDding (9D4)783-$400 CBUCKEngineerh,g fT1?)31?-8454 t4 � � 28 ze.Therma-Tru Fiber -Classic and Smooth -Star conflguraiion) Nominal 8Y #38;0 &quot;Non-impact&quote Glazed 12i31l2022 No Yes No NJA Subcategory Undetleyments karri_etlen�[emko.com Care gory: Roofing toly�porne[elraafing.con SubC4legory: Roofing Accessories that are..err Clark nemeo.Com PE-31242 ,to '�.'a Composite Edge Fiberglass Single with 3&#3g;0Part Compliance Evaluation Regan froma Florida Regist�r<d Licensed Ppritla 8ubCategary: Roping Reoessmles mat: are an Rmfing System Integral Part oithe:Rpoengsystam Method; Evaluahrm coma S E 5ldeli[e(a). (InswnnglOUbwirg; XO, OX d OXO X Arch4ect via Compilance AiethDd Evaluatrn Report tram a- nee Method: compliance Florida RaglsleredAYnheect Ora 4daised Ffodda Flood R.lif U-s. 9 Q-qJ 30 zd.Therma-Tru Flbet-Classic and Smooth -Star mnfigurahons) Nominal 8&#39;0&quot.Non-Impact&quot; Glazed 12131r2022 No Yes No NIA. Professional Engineer Floeaa Registered Architect are Licensed Florkh Baal Ptaesslonal Engineer s- Composite Edge Fiberglass Double Door with Pt J,Z S-R9:producte . Prohel. Engineer f�nR21$�B0.R2 Products..: tp w :.. 3&fiKi9�5idehtas(InswinglOutswnng, OXXD _ Quality Ra4llYanea jpprovetlfor. use Apprdvad far Us. Impact Qg-jjLij b6dk]&,�t S-R7 Prpduata : -' - - 31 za Therma-Tru Fiber-Clesslc and Smooth -Star cCnfigurauonl Nominal 7&439;0& uotNon-Inv ctil uot; Shaker 12+31 f2022 q pa q NO Yes No NfA: so. Product Model: Number ar Name: Product Description Csmtract Expiration Date 411ya. bukside HYHZ Reei=tad Preis iL,g : Quality Assurance - Aoorovedfu Use Approved for Use pg_ - Imbdet 1 position, �'pg jf. ProduU ModN. Npmbar °r Name 11uaIRV Assurance Product ❑osarldlon Codraol Exnlratlpn ❑at Approved for Use Approved for Use Imoeor e u o in XVXZ Ouhlda HVHZ $ggjrtSgt Pressure Series Composite Edge Glazed Fiberglass Single 1 TAMKO Roof Undenayment9(HVHZ) Roofundadayments for use in FBC HVHZ 0e292023 Yes No NIA WA SapG PraductMod O. Number or Nance Product Description Contract Exokaaan Date nl HVHZ Outside HVHZ Resistant Pre=ra. 3. 3-FLAMCO &quot:RUIO RIdga Veins quM; Aluminum Ridge Vents for piloed roots fabricated 12/31r2024 No Yas No NIA Door with or without 1 &#39;2 Sideline(s) (Irawmng/Outswng, X, OX XO or OXO Configurations) 2 TAMKO Jurisdcdons. 66+28J2023 No Y. NIA N/A 1 TAMCO Flat Top OrVerg eV+nt adm Batra iw Tile 26ge. static roofventllaiw tt+ah perils 09/08/2026 Yes Yes NA N/A from 0.025' Aluminum Roof Underlayments INDN-HVHZ) Rootundeda is for use in. FBC nm-HVHZ ym°^ 2 TAMCO OooaeneekVer# 260. 03/082028 No Yes NIA +0t-5215 iwistictiens. 3 TAMCO Off RIdge Rod Vent e.4th Bain. 26 ga. static roofventilalw n4tlr integrated part. 09r08/2026 Yes Yes NA N/A 4 TAMCO Round Top O#H2itlge, Vent,ith Baffle for Tile 26 ga. static roof"Milarar with baffle 0MWO26 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business & Professional Regulation Pag<1 or3 Florida Department of Business & Professional Regulation Pag.1 oft Florida Department of Business and Professional Regulation Bulltfir3g Gdtles Standards 17r2o2r Building Codes and Standards Building Codes and Standards and 1f7Yzozi Building Codes and Standards 3+sr2Dz3 3115l2022 Product Approval Application Detail pp pp Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �.,. .. b � c. _ -��� ,T .� -. ._.., + '.'�_,_ �. -i �• ,zT.n����-.�"x �i '�E�. S�x'"�^�i� , ..-;. t �. .ate .. - .,era _ -_ s_g� lYPg Persian Manu adumr Revision 2020 Lomance EMMor Contact Eno near S Uce se Validated By Katrina Jdiey James L Buckner, P.E. Steven M. udch, PE Dole Date yaadasd s t mluea 1 V23/2020 i V23M2020 Date Pending jte FBC Appmral Apo a cod Status 11292020 ring FBC Arc, Cod- s version Manufacturer Re+nalon 2020 Baal Rooting _ _. __ie3,.. _._:: E ty w Contact Cnaineer, S L ce se Yalidalad Bu Andersen Robin tAPMC Undoim EvaNatim Gary W. Walkar 11211 D_ta Validated Submitted 11)032D20 11l02J2020 _:x.._.._Y.'§S-..�- Dot Paldl- FBC Approval new eggm»=d 1110512020 Status Appnwed Coda 7�pq Version Revision 2020 Manufac urer G16M Protection Products. LLC. EMftv or GprSggt E Bluer &Lice Ke YeRtla ad By Tim Robinson WrlsrA. TER Jn. P.E. John W. Kn ezaMeh, PE )fie to Pete Fsndlnn J]�te $1�J PIICAawovel vgp Sim. Cg1 &W20 DKM020 10A112020 I M50)20 Approved FL#6250-R31 Code EMrN O[ � ore Date � Status CaUgory: Rooting (501)983-616'3 PE-31242 p17317-8454 Cetogay Roofing (8013380-6091 Services LLC. (205)854-0160 Category: Shutters (B54)5e9-7545 PE-44167 (954)T72-8224 _Type rson Manufacturer Contact 2020 Revision POLYGLASS USA MauryAlpert, Engirt r Validated By License Jahn W. Validated Submitted Pending. ARproved Approved 10/26/2020 10J2212020 FBC 12/15l2020 SubCa ego y-Ro�ng Gesso es Ma are an oflheR Evil System campliarip.Mempa: Evaluation Repot soma Compliance kfelley�lomanco. om Subcategory. Rmfing Toes comps cmarhaEEveivaim Reportfroma product Evaluation Entity Rd mAndewon@bwa.ca m Sub(aiagary:Sam Panes L`dnrU Rcansed ma m,roWnson@g WeM.m m Category: Roofing S954233133OSmalpert@polyglass.com Robert Nieminen Knezevioh, PE BRoroval Florida Registered Architect or a Licensed Florida mt-dd:EVametroh Floridada RegielatedArch4ad aaLicensed Florida Profeasbnal Engineer Subcategory: Subcategory: PE-59186 (954) 772.8224 11J01/2020 Professional Engineer FL#172a2-RBProduct, FI9Ldgs a12 Prodpds OuaIIN Assurame Approved for Lae Approved for Use J�]Qggt Rojo FUW6074-RB Rotl� GOm lianC2 Meth P Method: Ori llty Aeertion, Aaa r Us. Approved for Use impactsistaDpggS 1 SaoN u u l r ro Nana Product ❑.scnotfon Contract Exolratlon Spbl English Flat Profile- Qanve 27312020 Oda nH. N. DutsiYe HVHZ RoslfA Piggy (g NJA y�alit As�u once Aon oredfw Lse A°orovad for Usa c I❑39.! ^� Cwauation Report from gook Rptluel Made Number pr Name Raaudt oescrm[wn Canhad Emlratton ❑ate C in KVH In HYN2' Outside HVHZ Resistant: RaTs aai G axony ouni ySlate, O d Thatch &amp; impact , CO Yes NfA Aug Product Model, Nun bars Nam Product Description oM act Exolra tart Date �` Aurmida HYHi 11) HVHZ Resistant Proysure aFlGndaReglstered 1 Deck-Ail-4or7RDBuiltDeda-PdrDA-4 LaaProFlep°IypropylenoPfasteRoofVenl 12/10/2025 No esNo +9757-57.5 17 Sromy 600-Slate. Shake&amp:,Slit Shake n flat Profile -Stockton, CA 121312020 No Yes. NIA N/A 1 20 Gage Galv°nlmd Sleet Storm Pmeis/HVHZ Corrugated Galwmlized Steel Storm Panels retained 12r812D23 Yes Yes Yes N/A Architect GraLicensed Florida MechrmleAllyAhecnedtofelya/DSdQedf. t8 Sexony80D-Slate; Shake &ampBpht Shake I Seer y700 Shak° sh a&amp; Split Shake PalProfile•Rielto,CA +2f312D2P Fist Prar1le- Stood on, CA 12t31202D Na No You Yes NIA NtA N1A NIA 2 24-Gage Galvanized Steel Storm-PaneIsINHVHZ ornot bylnekshapraWdenuniceneprdectlon. Corrugated Galvanized Steel Storm Panels retained 12012023 No Yes Yts N/A Engineer Englneef 20 ads y700-Spoke Se[e BempLSplit Shake 27 Taps Espana r60 rceltxla P Poly- ialt,TX 12I3172020 High Hgh Proble -KeIy, TX 12131R020 N. N. Yore Ye9 NIA NfA N/A NIA or not bye acts to Dra de hurricane protection. (, ) PLffb269-R$1PPOdUCtS i3uelitvAseu Trance g(}provetlforUse syypraved!RrUse I�pgct DeNem 29 Mlla LarcProflla - Katy. TX 92/31l202p N. Yea NIA NlA V/ 3eq# Product Model, Ntrrdperor Name Product Description Contract Exolrauan Outside HVHZ Resistant Pressure v J Date 1 PalygiassRoofUndedayments RpaRnDunderiaymens 10f21f2622 No Yes NIA +WA1-0225 1 Polyglass Roof Untleltayments(HVHZ) Polyglass roof undenaymens for use in FBC7223f2023 Yes No WA N/A HVHZ Jurisdictiorcs, 2 Polyglass Roof Undellayments (non-HVHZ) Polyglass roof undenaym ens, for use th 1 W232023 No FBC non-H11HZJudsdictions. Yes NIA +WAl-622,5 O 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymensforuse inFBC12/23/2023 Yes No NIA N/A Florida Department of Business & Professional Regulation Page1d1 Florida Department of Business & Professional Regulation PapaI,,fl Florida Department of Business& Professional Regulation Pagel aft 2 Polyglass Roof Underlayments (man-HVHZ) HVHZ jurisdictions. Polyglass roof ontlerlaym ens, for use in 12232023 Na Yes NIA +WAl-022a Building Codes and Standards 1n526z2 Building Codes and Standards i�laazl BulldingCodesand Standards +rrr2o21 FBC mart-HVHZJddsdicnona. Product Approval Application Detail Product Approval Application Detail ProdtJcrApproval Application Detail 1 PPIYDIassRoof Undeflayments (HVHZ) PDIYgla99 roof underl�li nensior use in FBC7212312023 Yes HZ unsdtdlons. No NfA NIA O .. _ •, _ - :, - ,col' --., .:.. ,: -.. -.: .. "�=.-af_ ., .. r...: '-a x.. ,,; �.., ,. ....' n es._ `; y .._- 2 Polyglass lament on- V YD S Y s (n H H27 .. Polyglass roof underlaYmeMs; for use m 12123l2023 No Yes iJlA +. - NIRf 622'.5 �N Entity 1 �I�� � to«-.�' �. to Pending S.44t v E rrr r Date I d A4tr. --' FBC non-HVHZ jurisdictions. j Type Version MenufaCCuror or Contact Engineer B.I:IpenSe Velltletetl BY Validated Submitted .� FBC AppraYel. :Approved Statue TTva Version Mamtfacturer: nHlv.. Contest EnolnaR B&Lieense Yalitlatad Bu -q■g 'o„Att'. Validated Submtted FBC rloprpvM AplTvetl $!status �^qqd 7�pa. Variation (danu(acturer r r �111jL rZ. ICp�taG Eapieaar&Cleanse Malidatatl By Date �]§ D81s Pending p@_te Ysllddti ed spemiti.a Fad Apomrat Adorowe Status 1 Polyglass menu (HVHZ) YD y. ( J Pol lass oofundert mentsforusei FB C121 Yg. r ay n C 2312023 Yes . N o I NIA 1 NIA Revision 2020 AllAmerican Shutters and Glass Mika Barbieri Frank L..Benrrardo. RE TroyBishop, P.E. � p' 1012&2D20 10fi512020 - 11/0512020 12/1512020 roved - ApP'. Revlelon 202a Ndne. Stuart Lorna ICC:Eualuatlan Servioe, LLC. WNIIam M. Rameri,PE 10/3112020 1P22t202D: 11N5f2020 11A512020 APpr wed R°vlaldn 2020 Commarcl Ll CgnwetC. PratlUcta.InF Rdodn Gillis SamuP1:AGraenberg John Hoy 12l1d2020 N711.612020 1229f2.020 dingFBCA:ePn ' 1 2 Polyglass Roof Undedayments (non-HVHZ) HVHZ jurisdictions. Polyglass roof underlaymens, for use i , 12121=23 No Yes NIA *NIAI-022a -. Category., Shutters subcategory' Storm Panels (561)TI2-9882 PEA046549 (954)947.0880 mikeboaltamertcanshutte Category: StrueturalEmlponents. subcategory: r Rates C32117103377 (4071681-1917 slewis�alpinalts.+.cam Category: aRaatira6Canpoocnts Subcategory: Products Introduced as:a Result of (815)659-3707 PE-34245 (362)500-5311 pracaslgafw@yahao.cam FBC man-HVHZ judsd'icti❑ns. Compliance FAethOtl: Evaluation Report from Florida Registered Architect or a Licensed Florida rs.mm Compliance Nethod. Evduatism Report from a Product Evaluation Entity Nnv technology Compllartoa Method: Evauation from a Professional Engineer PJ,�9s,1.Rrerrrtlucts _ Fepa1 Floridan 9staredArohded era Ucensed Florida Prdesaionat Engineer � O FLfi178 R3 Products - , Quality Aesurann, approved for Uso Approv.d for Us. Impact Dos n pL�iT74R8.RoduC[s - Sea tt Product Motlel, Number or Name QualitvAsaumnce Approved for Ilse Aao rovetl for Use Impact D)esion Product Description Contract Expiration Date in HVHZ QULSWe HVHZ Resistant Pressure §egy Product Mode. NwWerer Name 1 ITW BCG/hipline Higher 5trengHa (H &amp: 5) product Descripion COMraet E>mtrazbn Motel Connector Plate 12/71k024 Date LITyt�l,;_ Yes outside FiVFli Yes ii �r1 NIA Pressure NIA OuaiHV Assurance A®ravadew use Amravad for Usa (mg,� ):Iq-1}g ■l.el{� 1 249a Galvanized Steel Sta'm Panels 24ga Galvanized Sted Storm Panels 12f312022 yes Yes Yea NIA 2 ITW SCG/Alpine Hinge Rate Metal Connector Plere 121312024 Yes Yes NIA MA Sea S Product Model. Number or Name Product Description Comael E%drollon Date In HVHZ Outside HVHZ Resilient Ples�re_ 3 ITN BCG/Atiine Trulox 4 ITW BCG/A ao Wave Moral Connector Plate 1213112024 Metal Connector Plate iN31/2024 Yes Yes. Yes Yes. NIA NIA NIA NIA 1 Duality Precast or Commercial Concrete -Products Precast and P,.t,, sedCmerere Untels 0512SM24 N. Yes NIA NIA /!� W W Florida Florida Department of Business & Professional Regulation Building Codes and Standards Page 2mz 3rarzoz7 Florida 6epartrnent of Business &Professional Regulation Building Coded and Standards Page 1 an snarzazt Florida Department of Business &Professional Regulation Building Codes and Standards Pagel af3 srerzozl Product Approval Application Detail Product Approval Applicallon Detail Product Approval Application Detail 0 -„w e. -• - e---�.;.._„,_�..�.. u..., „_ ..,.. _ e'er. tt�„-w�.- - - - - � - -a Comae .. : x, . _u Entity _ ,� Case to • _,a lc.ra�_ Data Pondino _ _ ._ _ .. .' �- . .. .. .: _ _ - _ - ... .._ ... � ,. ,'�.,. s., � _ ' .. ._UJ 1 •pia ° � Sdid� I°D�N o r e .� 2ffif pale Pending Data code or �&Lkanae e Oats pending Veritpn Manufacturer contact Enah aer&LI a Yalltlat.d By ValWat.d Suhmnt.d PBCAairoval Apaovad Status iy)ye Yerslnn Manufacturer Lo�•t Ermeneer&Lle�se Vafldatad By Yafltlafed >�ntrtll �'j Roorovd gDpraved 51ffius Iypg. Version Manuyclurer C�tact Y°Ildalad By Va dated'Submitted FBC Appravd� Aow_aved status Revision 2020 MTek Inc. Category: 9truAuralcanppnerts Str:ctu55 Erin Walden )GC Evaluakon Spvice, LLC ICC Evaluation aervk:e, (952)898-8635 LLC. LLC. 01X13l2623 1220/2022 01m32923 Approved ReMelon 2020 Weyerhaeuser Category: Shudurel Components Category:Strduall C-Lumber Rob Baltivtin ICC Evalua5on Service, LLC an Lehrer, P.E. I253)924-6476 (6D8)839-3288 (53)82-B478 02A22D21 10/13/2020 D210312021 Apprwetl Atllnnallon 2020 Alpha AlUnu»Vm, Inc. Category: Panel Wells Cabgory: grief Ws Jose SIIYa LVIa R. Lomas SICYen M. Urich, F£ i4071 09-20 (40?1505-2008 PE62S14 f7771317-845a t1/t 82026 tY716f2020 11202020 Appreaed SubCeteg Plates Compllanca Mallotl: Evaluatim Report from a ewelde98-863com 9-9800 Compliance Method: Evaluation Report franc wayerhe wser.com mNc@,yaho z PraAJct Evaluation Entity Product Evaluation Entity Compliance Method: EYaluadm Report froma Florida Regl9lered Arch test era Lcensed Florida o.cbm z f4#2fdr4tiA Products- ,. �a#B51T4i1d.Rpeuc[s. PfaF ssimel En ginger ' Q Quality Rssuratbe apnrov.afw.Us, Annrovea nor Usa IID@� A°iron. QUNIM AsRi�e ARtxovetlfor Use Approved for Use jtpggg( Illil911 FL8i6&44.R5 Products �Rg$ 2roduct Modes. Numberw Name Product Description Contract Exdraflon Dale :,11fV}IZ. Outside HVHZ Reshtad '� Product Motlal. Number or Name. Pradud.Descridron contract Exdraflon Date n_ i HVHZ OuisWe HVHZ °aR Islarq P-.,. r° -! 1 M18AN6. 16 high CCnnedon.Dla[e. 12I312024 ga 9 Yes Yes f!!A N/A 1 MIcrDIIam LVL Lam natetlV (Lumbar 03l312023 No Yes NIA NIA. B r: p � ems Product Mode. Numb r or N �Ihv AssurMice )�(oJ(uct Daserldipn Core rac(Fso,rauon Aoprovatl for Use Dal, in NYNZ- Approved for Use Outside HVHZ Itltggg! R.sisbrt. Deshin Frxsura a•� Ly 2 M10SHS 18 ga super high strength truss Connector plate. 121312024 Yes Yes N/A NIA 2 Pan l- PSL 3. Timb®rSRentl LSL Parallel Strand Lumber 03l312023 Laminatetl Shand Lumber 03131R023 No No Yes WA WA Yea NIA NIA. 1 Alpha Alunvnumsdid BamD VeNCd Aiumiaum adftdl Alpha Alumifrum Sditl Bamp;. Ventad:AJuminum 371302023 No Yes No NfA 3 4 N4116 MT18HS 16 ga. truss connector plate 121312024 18 ga. high strength [ruse connector plate/21312024 Yes Yes Yes Yes NrA NIA MIA N/A 4. TJ Rim Board Structural Composite Lumberer Orienteq.Strand 0313112023 No Yes NIA NIA CMU &amp; Wood. Soffit/CMU &amp; Wood SHEET N0, 5 MT20HS 20go. high strength truss adhnedaPlate 1.2/31f2024 Yes Yes klfA fVA bvlent,d Board 5 Weyerhaeuser Rim Board Crenled Board Strand Rim Board 051d1/2023 No Y. N/A i•UA. 6 TLi S. MTi8 18 P.cuss vmnedpr plates i2/312024 yes yes NfA NJA 7 TL20, M720 20 ga. no. connector pales 12I312024 Yes Yes NIA NIA March ti, 2023 PA 1.1 I II', 161 ) 1 ; T- -r _T- it I -G -I -- -T --F-- -- i . N FFFlorida Departrnmit of Business & Professional Regulation page l of 2 Florida Department of Business & Professional Regulation Peat .f i Florida Departrtom of Busineas & Professional Regulation Pam►( eli Florida Department of Bus1neva & Professional Regulation Pap1 ell trio 2m2 � M Building Codes and Standards 81111 22 Building Codes told Standarda a ra2o22 Building Codes and Standards eno2n2 Building Codes and Standard$ � V >= Product Approval Application Detail Product Approval Application Data■ Product. Approval Appliestfoli Detail Product Approval Application DetoR O L E �i3 � . � fR %>•;tl.ms? r ... .'� .. �l . t9.. ... ,w.. .... .... .. .� .. . . .s O Eatib Pfninn Dow Deb Panic¢ :� L'Dh'4tye Dddw owes ! RAb fdadr. 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Lunn, P4•_,.LLC RObinson MatiuwGWerAsa0o1Y1m (681)e2344ae OT11412OZ 0T11412020 OV2212020 ApPr¢vpe A21 =*M 21Y311 Polio Corpon4bn colyarxwndovs Joe Hayden sonar wMoivard i)iaer Robinson MenUiaaOierAfspaipllar James L Nudger, P-E. as CalEngineering CTM41AM CT11442020 071201202C APPMad Afknttioh 20M Potia corwasom CoNeehy. Windows Joe Hoyden $entll 'WKmn $eheefar T.E. Lunn, PE, LLC 07714r2C40 OT114=20. 0772272020 Appcvad Rabmron PE-W35 (WI)625414af . f'11 '�"� V}4! 'rt V+! aul/CMpery: Binge. Muria (at1)821440 (581)4914927 iobDMgarle 811 Hung (541)12740M SubCsbgw.Phad (641}R1-sties (551)4914ow iubcMyery.. 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Sing* gkgHumsWindow i Centraek Geealien 98'x97 VlrylNordmpad SMgb Hure WindowOB122f2024 Dab in NNi2 No Oubl" XNIZ Yw fbommt Prow" No +44'-10 alai 1 u Sark 1M2g Nrp40xad rindpnr (pP 7S Tin01n5r2022 No Yee rat +29123 $34 Prodi Yodel: slurries, erMarae PmdwsDaiseiakien GkmotixehMlonDW bNVH2 Culolft i PA" uE O UL = 2 sense 1 WO Hlgh Parformanw srig Is Hung Wry1 Hlbth wrbrmana Singb Hung Twin OW10027 No Yes No +61ow 2 Poe 10 Berbi Sri& Hung Wndow, 54' x 97 Vinyl MmHmpaet Singb Hog WYzbw 0710Ill No yes Yes No +45146 fie 2 a $drift l0410 VW iredarli(106• x54ry Meryl Head Window CC) 07f13f2022 Dvii&2022 No No Yes Yes No No +2at26 +60t-w 1 108ries161-SaFhud 10 aeries 172 Flange Fixed Warsaw OWS1031 Yea Yee Na N7A e,,.a .— `F— `u O S Muria Conemfte (72 x W,112') No Yes +401-40 a 4 Pass 10 8arkws atngle Yung W ndow 34' x or Vlryl Non.lq d Wrgle Hog Widow 07109f2O22 Noflmpet Widow W109Y1022 NO N0 seas +80V40 Me 1511w0 Sa1w.10'20 (Bill ^ O Series �IO120$Irgb Wryl angle Hung Triple C onva g(Ior z72) OBnWe" No 4 so," rateMurg 14^Y191rgleXungTrlpn.0onpaeas(10$'z53.Y} 03n2a12027 No Yes No +a5a36 Pub lO Berko single rung Window, 45' x 77 Vlryl single Hung 6 Pau10$*risesingleHumsWindorw alpx6'FMnylNon-ImpeotSingleHungwndow OW202022 No Yes Ab +661-a5 _ fjMHLRlapftdug6. -. -gems .� � � O 5 Barite 102081ngk Hung MrFA rg, Hung Twin Campoalk 196.Sx9.5'j WIV2027 NO Yea No +3513j a Pau lO sxrba'snake tuna wmiew 3rx77VmVl Nw6ft"d6ingb.HYng Wsdaw DTMWO22 No yes No +Vwww AaerMed Per Wa Annnied few ur /H� (D 6 Seta iN20 $Irelo Kure Wryt Slrgle Hung lWln Compb4lh(7rx68.6'). 0&1&202T No Vas No +361+96 7 Pub lO aeries snow Huh$ Window 52-1I6'xa0'Vlnyl Nen-Impap BMgk Hung WN+dgv 10117r1p23 No Yee Nr +aMB(7a floallivAiesuivirwas Deb 'm NYHi Ciurlde loom vJ L +�CL 7 aedab 1=0 Single Hung Wry161rgle Hung TIPi4 Compoelte(1o7 X%rl 06060027 No yes Me, +W46 1 pmd„er Yadelr Nunhr ar Nrae 10120 Mrduer 0..adaNm Wryl Osod taw X 75•) Cammoet3etrariere 0711512D24 NO NYNZ Yes yg()ogj No p +261-46 u) 0 V a Series 1012081ngk1 Hare 11 slrgle Hung W1x1 4rx72') 0611712927 NO Yes No +3a-36 ftatse03.I4s Pmibb :. - ;_ :: -1 2 seta wl. (97 0111512024 No Yes Mo +2y,78 �T�f 4 9 8erk4 d0208reMA Hung VI sigle Hung WirdOw'or x 59-ir'r) 0811812027 No Yea '+38/+98 - - - .. Dial48Y1� A7 Annexed far 1� Rsasg $ Serles1020 5aw4100 WWlnardwlrrdpw(tDsxe4.1. 1Nryl Fixed Widow(8D'xsD•1 97n612o24 N0. Yws No i�� �S/—�0 10 Sodws.1072081rill Hung Wryer singleWlmlovla6'z5ate2') 0Bf10r202T NO Yes "a Np +3a36 AMA Predrut Yodel. Number of NarM comma fiaeirdbn Dab In HVH2 OubYe1mf12 Pageant i 14 12 40691012081rgls Hung 8edws 10R0 $Ingo Hung Nays Singls Hung Vylhrtlaw (49'x84'). OsIN2027 NiryA Singe Hung Wlndov{86'z72') 09f18r2027 No No Yes Yes No No +36135 +3&.a8 1 pees 10 series single Hung Window SW x 97 Nn NOMmpaol Single Hang Window, 0812V2M !ri No Yes N* +40i-40 13 Sad- 102081ngb Hung Vlrryl srigia Hung Win Comp¢slb(77x Mr) 0912aOC27 No Yes NO +a5tia6 2 pose lO Berl" a bate Hung wndow 64'x 97 Vinyl Nohnnpaot Shine Nun$Window OBM9=3 No Yws No +401 14 18 Seriws 10,2081rgk NUng aereel0'4081rele Hung Nhty181ryle Hure lwln Compos0e (a9 b'x5a.97 OW10027 WM8lrgle Hung Twin Oompoelts.",Vx7r). 0B1170027 No No Yws Yes Na No +3" +36I35 a 4 Pogo lO Serbs srigls Hung WiMwr Page Is Berko $!ogle Hungwndde 54'x6r Vkio Mon-Iepabt single" Wirdin 06"M023 36"x62 Vinyl Nruut•bgaot Bhtgb Hung Window 0912212R3 No No N0 Yes seas Yes Nil +50im No +66h85 No +60.480 16 asdws 1012p $Irgw Hurg Nrryr ahgw Hung Twln Composb (72x fY) 08H612C27 NO Yes Np +40�-40 5 Pees 10 Swiss Single Hung Window 62-ifs' x 67 Vinyl Nkim4mpaQ Single Hung Window 1011712g2a 17 sense. 101208nge Hung Nrryl Fixed WM SingieHung Harkers(106'x 72') 10/0612021 No Yes No +3irw PL9f12g4R14Prdtldsla. - ! mdkAnhaM Aaaiddlil IJU Aid —will .WU— taasm Room sail$ ProduM Yoder. Number or Name PaxinfDoxeregion in ourbMe Him gwdmd Pell 1 13D 8win or7narmsslai Enowmpses drAvans Hype Vmyl High P*dormil single, Hung(42k 72) W17aW No Yale No +158150 _ Pereormenoe Vroo Mung 2 150 Bonn orThimxaszrw Enmmnass orAwrifl High Ylryl High Pitrlomanas Bingo HurgTwln OM21r2027 No Yes No +50i-80 Prlprmsnoo Vnpw tang Coggwsfr (7z x Wi 721 a Ias Was orTh mrinkror Encompaes crAvrd$mglle VW Grow Hung Txpl4 C*mpaNra(10V w 72) D8n8=7 No Yee Nil +4W-4o Hug 4 18e aorlws orThermnffir or Encompass WAyand siren: Meryl elreb Hums Triple Compghe(109•x fi8:5'1. 081 Re sew No +3" Muria Florida Deparimeflt of Business & Professional Regulation Pagel of l Florida DepartfneM of Business & Professional Regulation "I eli Florida Department of Business & Professional Regulation Pop 1 e12 Building Codes and Standards fnr2o22 Building Chides and Standards 6nW= Building Codes and Standards Product Approval Application Detail Product Approval Application Detail ProduGtApproval Application Detail . _ fi ... : - .��av*.a. eta-'^ .X4 _ . -S .� k ,.. ... _ _ :. __. •-. 2111171! EaHber Be- Oft Dab Paniae age 920 Raft. Pell phi Doh Patens IRob oft Deb Paaie¢ 20 im 14mbn Ninebelwo CCe r-dww-'&Unnae V*lmod Yr AbBliaMO FaCAeerorel Aapmvefi om" )al9dffi M mbeloee C.Mack firbieer--- i V idaned Wassail luhna4bd FI4CAeerewl A9proved tiwa 711", V0,01" k%*Aetumr co hEndneers Lawson WIid41W Br yidabd arrbf mtbd. FBC Aserenil AperaNd Almaden 20M Polls Corporation Joe Hayden Bond Window and Door James L Buckner, P-E. a 07MV2020 97N4r2020 07/20/2020 Approwid Aarmstlrr 2M Pau corporation Jim Hayden Bards 'Normvv edeater, P.E. T.E. Wmi, PE, LLC 07114a020 C7114f2020 0712012020 Appraed Aflrmnlon 20M Pass Corponow Joe Hayden Bond Wnndow end Door lames L Buckner, P.E. 0771412020 (IT114f2020 07120120n Apposed Myra Windows Robinson ManulleftwAssoolMlon CNUCKEnglneodre Cobeery: Wnobws Robinson PE-441E8 (661)92$-6450 0Mae :PxdKbr DOM Robhnpn MNullamerAssecle9on CBUCH Engineering seb6etgary: Horizontal Slwrx W41)8214M (661)4914927 subs ho r.. 14.1OrrW sldw (541)6gi40®6 ■xaCid"arVoilding Elodrlor DeoYAswsmMlws (611)R140M (561)4914927 Campkenen method: Cem o lien Maker listing PellspvdwapplmGP6 compilers Nelhok Evdlualbn Report froin a Paeslzmgowo vdap. Cemplini w MdhW: Cere6mden Marker Uatbg pNiapmd-lapPmwd@pa Ile -con Florida Regnimmd Arohll otw6 Levine! Florida Ib.00m Ilemm ,e1A1141114U P Phoaxii lEnglrea ..... . _ .. - Aeemaed For Use 2%dw .:' .. Asofoved for u® - ANA &OW Model. Number or Name Prrloa110ee*doim Coatrwst Raelmtlen Dab In g� ourialds HVIII iblbfsBt P4m9P9 QW111YAwsuria4 AOravad for Use AtrDrmW hr Use IDDow etas PrdgO( Yodel. Number or Now Produu0. aftl COdkrfttrOkMklnrAdb 1g111 GUMM6 MM PASIstm Posters 1 series 10R061WIng WIi Viaides Window (CO(Or XD,.T3-1Y2'xlm) =2712023 No Too No +20i.30 am$ Produce 4lodol. NWAW or None Rw1=11owssdatlen GOM=tEzelr*Wn Wb IIn Ify" OubM¢HVNI LPASION Powers 1 earn 1=W2E asking Glass Dwr 'Aryl 2Aerall11P1111IWng Gm Omr(9Y' x 99) 11012D121 No YM No +W25 2 Bonn 1=0611ding Window M"A 13"1 Window@% or XO. 734m.361) 03f26f202a NO Yes No +76136 1 Sorbs lO ssding Window $*dM 10 Vhy1 Florian selling Windows 09f250061 NO yes No NIA 2 aides 1W20(26 selling Goss Doer Vinyl SlrglePeel Fixed 'O•Dow(Sedelft 34-15116' 0941612022 No Yes No +311111-w a soles I= 611dria Wartime Vinyl Blbang Wind—(XOX, 106'x 50.1 GW7r2023 Na Yes ND +31Vw Rail -UP) 4 Safes 10NO BlIdIng Window Mny1 SIldIre Wlrwow(XOX. for x 30.1 0=70=8 No Yes No +36L86 3. 4 Berlin 1012W25Bid IngGan Door series 1074easold Ing Obss Door VIV 24Lno1'O)r siding etas Door(lz x$2'1 MrOA$mgle Panel Fwed 'O' Door (Slewift:47-Irx 1CIM402021 0312542022 No No Yaw Yes No No •3ah16 +25iL23 \ .. ... 9&1R� FLAnn4kis.Pwe' - GhWHrAwsairbs Aewerni For Ufa Annned I'm Ia n ' Sing Pro" VW L Nuwba r Nmw PAW"I D wsddirn in MWq Oubw. HNR IYaidaM pb y 1 Seim 160 or ErcompeakOrA entl slh*v Glen Door Vnryl 24Wiel'O)r 811ding eyes Door (9&lrrx EW2402MI No. Yea No +zli'm 115"M 2 aeries 1W a Enompms orA-11 SllelngGoes Door Wyl angle Pareai Flred'O'Door(eddsa, S&IFF x 0211111 No Yes Ne +4W40 a1-v2.) a $* � den180orFnnPeaawAww,6sekgcaeaoa*r M.A24a r**0X'slldlgGlanDoor(7rxor) sell NO ves No+3&.s6 0 4 Seriws 180 or EneempeesorAwmt1.811d0g 4W8 Door Veryi single Prlsl Fixed 'O'Door(sldolle 47.1W x R(1612032 No Yes Na +251-M Fm7 ,,,$ ;. > u.a o pLY7a4a4[il Pmirete::. sC= Clawlik A, Aaamr,N tr lbe Aaemwd fr use )hag{$ ggyg n'0•r O C Pour Yodel. Nunberr Noma PradeuGo dialm Cammnt6xalratian Deb l"MM Q.1,16h lytij assid" PLierwas U M 1 SarlealaDor F_okii iwdso7AMMOSAetg:Gla"Dow Nrryl 24ariol-0)r song GNU Door (WIW x R12412011 No Yq Me +2a-25 C= -),� m X LA- 2 SMea 160w ErEpmlxm brAwtN elMingGWaDoor 9&112� WryA Bltgle Panel Fihatl'9'Daor (BkFNlh, 20_.1I1'x 02f1612032 No Yes No +40-40 9� _C S 84riws i60MEreempw erAwmtl Slldre Glen Do*r 0604f2092 No sew No +861-a9 � 4 Swiss 130w EtOmpwsa wAWUOlding Glen DWI Vmyl Straw Panel Fkod'O' Door(SWieft 47.12x 02MR12032 No Yes No +M25 O2 � `�C s61R9 c.c c) t= •� � cs W C > 4, tea c ca 1n n c E o CD W z co o C- > CL 0 Q U O L (Q L) m 0 LM �� Q a� z� z Q J a SHEET NO. March 6, 2023 PA 1 ■ +r O (/) CB > U 2 • Simpson Strong -Tie 2020 FBC Approved Products For links to approvals listed CLICK updated 123M2020 � nr' pp � Simpson Strop Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 12/30/2010 ®Simpson Strong -Tie 202D FBC Approved Products Updated 12r3o 2ozo O Q 0 O Q O O t� direct all8ST below, HERE- For drect links to ell 8STappprrovals listed: belevd, CLICK HERE For direct links to all SSTapprovals listed below, CLICK HERE. For direct links to al(SST approvals listed below, CLICK HERE ^ For additional information r ardin Florida's Statewide Product t Approval S' tam and Maml DadO Count PP Ys Notice of Acceptance NO ,CLICK HERE Y p ( Al �+ For additional information r and tat s Statewide Product - I regarding Florida's IeW Pr uct Approval System and Marrs Dada County iJFlorida's-Te Note orAcceptance (NOA), ,g CK HERE. �.p For additional informaton regarding FlOritla s Statewide Product Approval System and Mienu:<Dade: Count 9 ... g PP Ys Notice of Acceptance (NOA , CLlCK HERE. Y P ) r For information r ardin Fldtl s Statewide Product royal System and Manx -Dade Count .. aq..... 9 da, d Approval Ys Notice of Acceptance " NO .CLICK HERE. Y P 0 ( N, . v FL#2355-57 F1.011,110446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5JW to 3• (a 9116" and heights ranging from 4.5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea N Product Model. Number or Name Product Description version (HUSC) available for models having width aqualbo or 0 1 Titan Stainless Steel Concrete & Masonry Screw P7N-55) 1/4" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3 9f16". C L 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12; CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- O Q 3 APB44, APB44R, APVB86, APB66R, APB88, APB88R, AP81010, APB/ 01 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CSI8, CS20, C522 Coiled Straps 518" and heights ranging from 9.114" to 16". O _O FLN95i APV844R, APV666, APV866R, APV688, APV688R, APV611310, APV6101 OR 4 CSHPIB,CSHP20 CdiledStras P 13 LGU325SDS,LGU3.83SDS,LGU5.25SDS Face-mounthan hangers 9 � O t+ 4- 4 APDJf2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap 14 LU24, Li LU28, LU210 Face -mount hangers CIO O > Sea # Product Model. Number or Name Product Descrition APVDJT2R-8 6 DSP, SSP. TSP Stud to Plate tie 15 LUC26Z, LUC210Z Face -mount hangers , � � O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH45, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H8, H6, H7Z, Hle. H16S, H18-2, H16-23 HurricaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116 to 4- Q! 2 SD9112. S139212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6 APT4, APT$, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5fB" and heights ranging from 3" to 10-15116", (n O Q 3 SD9112SS,SD9212SS Strong -Drive SE) Connector SSScrew 7 APLH24,APLH24R,APLH26,APLH26R,APLH210,APLH21OR- Outdoor Accents Light Hangers 9 HS24 HurricaneTie 17 MGU3i63-SDS,MGU6.25-SD5.S0-SD5, S,MGUMGU5.62-SIDS,-SDS Face -mount hangers � (� .1CM 0- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014; Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1 5, HSS2-2-SDS3: HSS2.3•SDS3,-HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" toa g 9 g - SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z: CBT4Z Concealed Beam Ties 11 HST2; HST3 H5T5; HST6 Straight Straps 1I8" and heights ranging. from 6-151161p 19.112". 5 SDCP22434, SDGP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Tlmber•CP Screw 10 CJT3Z, CJT4Z CJT5Z, GJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS26, 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 9/18"to Mills" and heights ranging from 3-1116" to 13-3/4". 7 SDS251127 SD825134, SDS25200, SDS25212, SDS25300, SDS25312, SOS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500: SDS25600, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25206SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LT820, 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 112A, H2.5T, H8, H10A-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2.5/8" to 11-114". 17 IS HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40,. MSTC52, MSTC56, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4Se3, MSTC66B3 Pre -Bent Straps sea # Product ModeLNumber or Name Product Description I ATR318, ATR112, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps i BA series hangers Top flange hangers available in wwdths ranging from 1-9116" to 7- 2 ATU05, ATUDS-2, ATUD9; ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSiB, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/0" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BP112-3, SP5/8-2, BP518.3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26R2; LSSJ28LZ, LSSJ28RZ, LSSJ2IOLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2xl0-12, NCA2x12-12, NCA2x8-l6, NCA2x10-16, NCA2xl2-16 Bridging 2 DGBF series hangers To flange hangers available in widths ranging from 3 a/6" to 7- p 9 9 9 9 4 CNW318, CNW112; CNW518, CNW3(4, CNW5J8-1/2, CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56: LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewabie Hanger 27 RCWB12, RCW814 Wall Bracing 1/13" and heights ranging from 9.114" to 24". 5 CTUD55, CTUD65, 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 inwelths ranging from 1-11Z'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML267; ML287, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114"to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dorm 30 SP1. SP2, SP4, SIPS, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheiing Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie Siff" and heights ranging from 9-1/4".to24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers $2 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 aeries hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUVV38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST8224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-117'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42, TB48: T664, TB56; TB6D Tension Bridging 6 EGQ series hangers Top flange hangersavailablein widths ranging from 3-5/8" to 7- 11 1 1J2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tle Connectors 35 TWB10, TW612, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32'. 12 URS5 5M" Uplift Rod Run Tiedown System 34 STC; STCT, DTG HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable PitchGirderTiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106; W8106C, WB126, WB126C, W6143C Wall Bracing and heights ranging from 8=1f2" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11"to32". FL#10441,-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16 bo 7- FL#10447-115 112" and heights ranging from 8" to 30". Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 C9HZ37x5 5, 09142:37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1 17'to 28". 2 HOC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face-mount(0U, DHU) and tap flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDO8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3 DSC2L-SDS3, DSC5R-SDS3, DSCSL-SD83 Drag Strut Connectors available in widths ranging from 1 -all 6" to 3-9f18" and heights 7f8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold -dawn 3 GBG Gable Brace Connector ranging from 9.118 to:23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00SDS, 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, HHRG5.2513-.25; HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers. Top flange hangers. available in widths ranging from 2.5116"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- 9/18" and heights ranging from 18" to 28". 8 MPAI32, MRA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU525SDS, HHGU5.50-SDS: HHGU5.62•SDS, HHGU7.00-SDS; HHGU7.25-SDS, Face mount hangers 3-9/16" and heights ranging from 5-318"to 13-1/8". 10 PAI18, PA123. PA128. PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10, STHD10RJ Strap -style hold -loran 9 TBE4. TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.60110, Face -mount hangers 1/2" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, 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; THA426i THA422-2; THA426-2 118" to 5-IM" and heights ranging from.4-314" to 15-3f4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAI2.06122, THAl2,1122, THA1222, THA1322 THA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 1JB" and heights ranging from 5-3/8" to 26". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in w eltns ranging from 1.9116" to 7- �t 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210 HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1f2' and heights ranging from 5-318" to 32'. O 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers P 9 9 HU, HUC series hangers 99� Face -mount hangers available in widths ranging from 1.9116" tc 7- 9 18 ITS series hangers g To flange hangers available inwidthsranging from 1-0116"to 3- P g 9 9 9 the a' 16 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-I M'% Concealed flange 518" and heights ranging from 9-118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 J9 series hangers Tap flange hangers available in width of 1-9116" and heights w 18 VTCR Valley Truss Clip greater than2-9116". ranging from 5-3/8"to7.114". a 10 HUCQ1.8119-SDS, HUC01.81f11-SDS, HUCQ210-2-SDS, HUCO210-3SDS, HUCQ31C- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights 6 to SDS, HUCQ410-SOS,HUCQ412-SDS,HUCQ5,2519-SDS, HUCQ5.25111-SOS,HUGQ610- ranging from 9-3118"tot31/8". '- = V-4 SDS, HUC0612-SDS -S u•' ra- O i in s rn Q C= r,4 � 3 ro Cu � E CD CJ 6 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated lV3M020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30f2020 For direct links to all SST approvals fisted belc%v, CLICK HERE. For information Florida's Statewide For direct Inks to ell SST approvals listed below, CLICK HERE. For direct links to all SST approvals Isted belvv, CLICK HERE For direct lnks to all SST aPprovals fisted below, CLICK HERE additional regarding Product Approval System an Mama e County I K H R 9 9 pp ys d -Dad Cu y Notice of Acceptance (NOA), c1,1„C�F ". .. For additional information regarding Florida's Statewide Product Approval System. and Mimi -Dade County Noice of Acceptance (NOA), t^i IC:rf Na:aF For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), COCK HERE. o Foradditional information regarding Florida's Statewide Product Approval Stefan and Marrri-Dada County Notice of Acceptance {NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in wtdth of 1-9116" and heights FL#11468-R5 18 S/LBVI.56, SILBVI.81, S1LBV2.06, SILBV2.37, 51LBV2.56, S1LBV2.68, S/L6V3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5318" to 15-1/S". S/LBV3:56S1LBV3.62_ SILBV406, SILBV4.12, SILBV4.28, S1LSV4.75. S(LBV5:50 6 Stronq�Bolt 2 (ST82, STB2-4SS, STB2.6SS) Strong-Bolf2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product (Model. Number or Name Product Description 19 SILTT20, SIDTT2Z. S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116' to 13- IS", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 s1MST6o, S/MST72 Straps 118 mil (10 ga) 7 Titan HD(THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEGa LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB HRS12 Strap Ties 21 SP4, SIPS Stud Plate Ties avaihablewlth hex head in carbon steel and Types 304 and 316 7I8" and heights ranging from 9" to 33-1)2" 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plata Ties stainless steel, or with courdersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2", 5 THGQ2-SDS3, THGQ3SDS4,5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (rHO37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Than HD Threaded Rod Hangerfor concrete I /B" and heights ranging from 9-1 /4" to 24". TH D50234RH, THD 10212RH) 26 PF, PFB, PFDB, PFDS3 series hangers Top flange hangers available in vAdth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 26 WP series hangers Top flange hangers available In widths ranging from 1-9116" in 7• Sea # Product Model. Number or Name Product Desorption Sea # Product Model. Number or Name Product Description FL#16230-1118 1/8" and heights ranging 9-114"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG; CCCQM462-SDSG, Sea # Product Model, Number or Name Product Description 3 H16, H16S, H16-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#101 4 HETA12, HETA16, HE A20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4;62G-KT, ECCLQM5,50G-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4 62G KT, ECCLLQMD5.500-KT, ECCLRQM03.62G-KT, ECCLRQMD4,620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry �� 1 Product Model. Number or Name ABA44, ABA44R ABA46, ABA48R, ABA56, ABA66R � roductDescriptton Adjustable Post Base 6 7 HGAMI0,HM9 Masonry retrofit connectors Y KT,ECCLRQMD55OG-KT -0 Strong -Bait 2 (5T82) Strong -Bolt 2 Wedge Anchor for masonry HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM550, HGUM7.00, HGUM7'.25, HGJM9.00 Heavy Masonry Hangers 5 Titen 2 (17N2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ASU46R, ABU5.5, ABU5.6, ASU65, ABU66, ABU66R, ABU88, Adjustable Past Base 8 li LGT3•SDS2.5, LGT4-SDS3 GirderTiedom 4 LGUM26.2 LGUM26,3 LGUM213 4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS,THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABUIOIOR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3 LGUMI210 4, LGUM46, LGUM48, LGUM410 or 316 stainless steetwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABV 7.7 AC4, AC4R, ACE4; AC6, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, MEfA40 MSTAM24, MSTAMS8, MSTCM40, MSTCMOO Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12fl1.25. MBHA3.5617.25, MBHA3.5619.25, MBHA3,56111,25, MSHA356/11.88, MBHA3.56114, MBHA3.56/16, MBHA3.56/18, MBHA5.5Of7.26, Masonry Top Flange Beam Hangers 7 Titan countersunk head. •ice 5 BC4, BC45, BC4R, BCB, BC6R. BCB, BCS2-2/4. SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50fll.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50116, Turbo (TNT) Tiled Turbo Screw Anchor for concrete or masonry 6 7 C944, C1346, C848; C965, C288 CBSQ44-SDS2, Embedded Column Base MBHA5.50/18 cu CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3,56111.25, MBHU3.56111.88, MBHU3.M14, MSHU3.56/16, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps wtdl W1 ranging from 3-114"to 9-1112' and FL#11496-R5 MBHU3.55118, MBHU5.50/9.25, MBHU5.50111.25, MBHU5.60)11.88; MBHJ5.50/14, > W2 ranging from 3.518" to7-112" MBHU5.50M6, MSHU5.50118 54M # Product Model. Number or Name Product Description O 9 CCQ-SDW.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.1/2" and Sea # Product Model. Number or Name Product Description i X3491016.5K, X1S1016, XlB1018.4K, XQ1S1016, XQi B1016-4K #10-16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.518" to 7-1f2" 1 DTT1Z Deck Tension Tie Drill Point /1 10 11 CPT442, CPT66Z, CPTS8Z EPB44A, EP844, Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowns FL#13975-R6 2 XL0114T1224 XLQ11421224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping a^• EP846, EPB66 Embedded Post Base 3 HD3B, HD513HD7B HD86 Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS47 Embedded Post Base 4 HTT4, H775, HTTS 314 Tension Ties Sect # Product Model, Num beror Name Product Description 3 XMQ114SI224 XM0114B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB56 Embedded Column Base 5 LTT19, LTT208 LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, 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 SDW22634 4 XQ114S122-0 X011481224-2.5K, XI14S1224, XQ112S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 �* 'fie 15 MP844Z, MP966Z MP688Z Moment Post Base 2 SDWC15450SDWC15B00 Strong-DriveSDWC TRUSS Screw Drill Point V 16 PB44, P644R, P1346. PESO, PB66R Embedded Past Base FL#13628-R5 3 SDWHI0300DR SDWH1940008, SDWH19600DB, SDWH19BOODS. SDWH1910DODB Strong -Drive SDWH TIMBER-H EXSorewl 5 XU3481016 XU34BI016sK #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH2740OG SOWH276DOG, SDWH278OOG, SDWH271000G, SDWH2712OOG Strong-Drive-SDWHTIMSER-HEXHDG Screw #1 Drill Point 16 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, 8DWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 P044-16, PC46-16, PC48-16, PC64-16, PC56-18, EPC44-167 EP046-16, EPC48-16, Post Cap 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SOWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS228W. Strong -Drive SDWS TIMBER Screw(Interior Grade) O EPC84-16; EPC6616 2 SSTB16. SST620, SSTB24, SST828, SSTB34, SSTB36, SST81 OIL, SST62OL, SSTS24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SMNS221000, SDWS221I OQ SDWS221200; SDWS221500 FL#35320-RO 20 PC4Z, PC4R4 PCBZ, PC6RZ, PC8Z, PC8RZ; EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPCSZ, Post Cap SSTB28L 7 SDWS2230OD8, SDWS2240ODB. SDWS2250OD0, SDWS226OODB, SDWS22WOD8, Strong -Drive SDWS TIMBER Screw (Exterior Grade) n EPC8RZ SDWS221ODODB Sea # Product Model. Number or Name Product Descnpifon �•a� 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312OBB,SDWS22512088 Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSC046, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730055, SIDWS27400SS, SDWS2750OSS, SDWS276008S, SDWS2780OSS, Strong -Drive SDWSTIMBER SS Screw 2 FCB43.5; FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector '^L/ SOWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD3461016, FPHSD3461D15-5K, FPHSD34S92i4, 410-16 and #1.2-14 Strang -Drive FPHSD Framing-to-CFS Self- v, Sea # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10�6-R5-R5 1 CMST12, CMST14, CMSTCI6, CS14; CS16, CSIB, C820, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 L5FC2 25 LSF04 25 LSFC6-25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector V ■ r M7 2 HRS6, HRSB HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI25, MSTI36, Strops 9mil (12'.ga) 5 LSSC4,25, LSSC6 25 SSC725, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25; MSSC6.25, Steel Stud Connectors ■ Sea # Product Model, Number or Name Product Description MSTI48, MSTI60 MSTI72, SIMST27, SIMST37, SIMST48 MSSC4:25KW, MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6. RCKW3;RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA3B, LST149, LSTI73, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, $0845 5; SCS47.5, SC849.5, SCB411 5 MSCB45-5, MSCS47:5 Bypass Framing Slide -Clip Connector 3 GH46-6 GH46-8, GH48-6, GH48-8, GH410-6.. 01-1410-8, GH66-6, GH66-8, GH68-6, GH68- 8, GH810-6, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122 ST2115, ST2215 LSUSH3.25, SUBH3.25, MSUSH3.25 Straps 33 mil (20 ga) Bridging Connector 3e0 # 1 Product Model, Number or Name AS 16, AS 1855, AS18S6 Product Descripion 18 ga. Truss Plates 8 9 SC632-5197 SC562-6QT SCS62-5/118. SCS82-5/118 SCW3.25, SCW5;5 Bypass Framing Connector Head-of•Wall Sikle-Clip Connector 4 GLB5A, 01-656, 01-136C, GL85D, GLB7A, GLB78 G1.137C, GLB7D Glulam Bearing Plate 7 1 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, 281-117612, GLIST516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTSl6, LTS18, LTS2O Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS133.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, STIZ ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34131414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedawm 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 go) Screws LLl 8 UFP10-SDS3 Universe I Foundation Plate 11 MTS12, MTSIS, MTS18, MTS20, MTS30, M7824C, MTS30C Medium Twist Straps 13 XQIS1016, XQ181016-4K, X01 S1214, XQ161214-3.5K, XQ7881224, X07881224-3K, 410-16, 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1131.56, S/61 81, &B2.06, SJB2.37, S/B2.56, 5152.66, S1B3.12, S183,56, SIB3.62, SIS4.06, Top Flange Joist Hangers FL#15730-R4 XQ1I4S1224, X0114131224-2.5K, XQ112SI224, XQII2B1224-2K, X3481016-5K; Tapping Screws S/64.12, S16428, SIB4.75,8165.50 X1S1016,XISID16.4K X1S1214,X181214-3.5K W 13 SIBA2.1218, S/BA2t12J10, SBA212112, S/BA2.12/14, SIBA4.1818, SJBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description z SBA4.18/12,SBA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 Sl i1 A Hurricane Tie 2 GAC, GDP GDPM-60, GDPM-75, GDPM-100, GDPS. GW-50, GW-75 GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, 81HO88, SiHDIOS, SIHDIOB, S/HD15S, SIHD152 Holdowns 3 PDPA, PDPA-K, PDPA-MG PDPAT, PDPAT-K, PINW, PINWP, PINWP W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SIHDU4, SIHDU6 S/HDU9, SIHDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCIi PECLDPA, PTRHA3, PTRHA4 -� 17 S1JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete Q- SHEET NO. March 6, 2023 PA 1.3 I ----- � T 1JI-FTFFTFT-1 1 11 1 1 1 :,r.. iIf, lit i Ti-T .D.,- , IF FI > MIAMI, XUAM DAM C0MqTY a PGT Industriest Inc. P6T inditstries, Inc. 0 L_ CDL = PRODUCT CONTROL SIMON -26 PGT Industries, Itic. CL o 2 I IM-1 SW SteeL Rxmm 209 NNOWE OF ACCEPTANW-T: EVHXENCE SUBMUM NOTICE Of _XCCEPIANCE EVIDENCE SUR3HITED D"ARTMEN'T GF REGULATORY A" ]ECOINOWC RESOURCES PMR) Mim* F—lemb, 331,73-:2474 BM4LRDAN33C(MEADMMSTRALTIONDrMIO-N TC.1t6)31-52590 F(M)315-2599 NOTICEOFACCEPT-AINCT: EVII)ENCESUBMITTED 0 Cl) .NOTICE. OF AC CE PTAINCE (_N`0A) w a wjxi*40�hwonamv 1. Evidence submitted under previous NOA A. DRAWINGS B. TESTS (continued) D. QUALITYASSUKkNCE 1. Mianni 132deDepanment of Regulatory and Ezonomic Rfsources tR.ER)_ =3 -cu Cn (1) -0 0 -0 _0 a 0 PGT1ndnsu*_sjnc. 1070 Technokgy Ih-ive, L Manufactur&s die drawings and sections. 5, Test report on 1) Air Infatration Tev, per FBC, TAS 202-94 '_NL4LTERLA.L 0 _N or th V e nice. FL _7427.5 (Submiked under]VOAX& 11-0107 04) 2) Uniform Static Air Pressure Test, pff FBC, TAS �202-94 E CIERTMCATIONS = LL SCOPE: 2- Drawing NoAXID-55,70.0, titled "Virlyl Sliding Glass Door NOAaW", sheets 1 3) Water Redstance Test, per FB C. TAS 202-94- 1- Notice of Acceptance No- 1_"528.14 issued toVigion E=usionLtmited forth& C .0 M 0 .4— This NOA is being issued under the applicable mlesaadregu�aficm governipgthe use The through 21 of 2 1. . prepared by mauufacttue:r� dated 10,054 5, with revision A dated 4) Large Missik Irapact Test per FBC, TAS 201-94 —W Thi* RJgW PVC Exterior Extrusions for Windows -and Doerf, dated 09,13/15, co 0 > (n .— —0 E 0 documentation submitted has been reviewed and accepted:byMiand-Dade CountyRER-Rzduct ConwA. Section to 04,105117, signed and sealed by A. Lynn Miller- RE. 5) Cyclic Wind Presme Loading per FBC, TAS 203-94 expiring on 0930119. CJ) a) L_ L_ ca. be used inKwniDa&Q=yand otbff =asAh=aUmedby&eAuthafityHav*Juzis&tim(AM. 6) Forced Entry Te&t- per- FBC, TAS 202-94 fort 1 Notice of Acceptance No. 16-0920.08 is6;ued to Vision Fiarusion Limited heir "VE U) 1.0. ca. This NOA shall notbevalid afterthe expiration date statedbelow-The Miami -Dade County R-oductGantrol Section B. TESTS gong with marked -up drawings and mstallation diagram of vinyl Sliding glass door, pwpared 1000 Tan 202 and fightor Shades �Non-'"Ihite) Rigid PVC Extettor Extrusions for U) (In Nliarni Dade County) an&orthe AIU (in areas o&er tha4 Mmiui DadeCounty).res erve the right to h ave this 1- 1estrq)orton 1) Unifb= Static Air-Piessure Test, per FBC, TAS 202 by F evestration Testing Lab Iac, Test RqJort No. IFTL 9549, d at,ed 1 1AWY11 5, *xd and WUdows and Doors" dated 12-10,8116. expiring on 121290-1. product ormaterial k-stedfcwquabtyawuranceputposm. Ifthis product ormaterialf�aih to'pegformin the accepted FBC S _Vl _94 2) LMge M'Mlle IMPaCt Test per TA, 2111116) sealed by Mal= Ortega� R E_ (Iest report revised on 12104115 and 02 3- Notice of Acceptance No- 1_"52&15 issued toVision Exim-sionLimited fortheir manner thenLum&durerwiUiamytheexpeaseofmxhte.-.tingandtheAlUmayimmediateI yre.v oke - medify, or 3) Cyclic Wind PTesswe Load ingy per FBC, TAS 2,03-104 Win 6- Test report on 1) Air Infiltration Test per FBC., TAS 202-94 -Brown Coated 04Wted orLaminated) N�?hiteRigid PVCExtm-lor E"usions for suspend the, use of such product or material within their jurisdiction- RER merves the fight tG revoke this acceptance. if it is determined byMiami-Dade CountyProduct Control Section that this product o-_r material fa its to las�s door, pMWM along, with-madDed-up drawings and iast�llation diagram of vinyl sliding g 2) Uniform Static Pressure Test- per FBCt TAS 202-94 Windows and Doors"- dated 08113/15, ex-p=g on 093049- nwet the requinments of the. applicable budding co&- by Fenestration Testing Lab, Inc., TestL Rrport No- FTL S717� dated 17-j'07,11-57 Mgned and 3) Water Redstance Test, per FBC, TAS 2022-94. 4- Notice ofAcceptance No- 1"712.02 i&swed to ENER-Gl Fenestration -Solutions USA, This product is approvedas describedhezeinandhas been designed to comply with the Florida Budding Code, sealed by I d altnis Ortega, P_ E - (rest zepoit revised on 0 1-4 54 6 and G1-24ii 6) TiestTeporton 4) Large Missile In4mct Test per FBC, TAS 201-94 Inc for thek `TVN3040 and Lighter Shades (Non-Uldse]) Rigid PVC Exterior including the Hi ghVebc:ityHurrkaneZbiY_- 2i 1) Air Infiltration Test., per FBC, TAS -2012-94 5) Cyclic Wind Pressure Loading per FBC� TAIS 20-3-94 Extrusions for Vimdows and Doors" dated 09/15116- expiring on 01,104P-I. - DEsCR!M0-_N-- Series '-557V-770" ViuyiSliding GlassDow (ReinfarreJ wilivo 904 & 13.90 corners-LJM1. 2) Umfom Static Air Pressure Tem- per FBC, TAS 202-94 along with marked -up drawings and insWiation diagrarn of vmvIqhdmg glass door, prepared 5. Notice of Acceptance- No- 1"712.04 issued to, ENERGIFenestrationSolutions USA,. Armol'AL DOCLTAIENr- Drawing No. NED-5 5-70A Rev B, titW "Vmj4 Sliding Glass, DoorNOA (LNP"_.,heft 5 3) Water Resistmeet. Tea, per FBC, TAS 2022-94- by Fenestration Testing Lab- Inc., Test,Rqxyrt No. FTL 8-552, dated 12104i15, Mgned and Inc- for their "Bronze and Lighter Shades of Cap Co-ated Rigid PVC Exterior d LW Of lthrough2l 21,preptredb,�-manafac-mie�,dated�10,�05.'�15an revised on 02/0 I.0 1, signedand sealed by 4) Large Missile Impact Test, per FBC.. TAS _)o I-NL sealed by Idalni�s Oftega, P. E_ (TeStL f ePAXt revised on 0211-5)9-01,6) Extrusions for Windows and Doors" dated 09/150- expiring on 04,116/X A- Lynn Millec P.E_ bearing the Miami -Dade Couatyllroduct Control Rki;ision starnp with theNotice of 5) Cyr -he Wind PressureLoading per FBC, TAS 203-504 T Test report m 1) Uniform Static Air Press= Test.., per FBC, TAS,202-94 6, Notice ofAcceptance- No- 1 ' "711,03 j_.%jed to ENERIGI FefteStMtjOnSolUtiM USA,, -White Acceptance number and expirationdne by the Aliatw-Dade Czunry Product Caittrol Sec , fion. -AS 202 6),F=ed Entry Test, per FBC, T -94 2) Large Missile In4mct Test per FBC, TAS 201-94 Iftc, for their Rigid PX7C Ex—terior Extrusions for Windows and, Doors' dated 1%IT RS n X LW-, k C- T R A I P � G. L a r g, e a. n d S in a R MhA3 e. 1; nF a c t R, e i s t a n t along with marked -up drawinp 2W mst�.tian diagram of wayl Wilig glass door., preTared 3) Cyclic Wind Premue Loadingper FBC, TAS 203-94 0&11047, expiring on'0128118- Limitations: b- y Fmcstntion Testing Lab, Inc,- Test Rrport No -FT, L 95U- dated 1 IX&15� signed and along withmarked -up dravirrings and msta[Wion diagrm of vmyl Sliding ghss door, prepared 7. Test reports No(s). 10-W--79A.A), !M&M0527, 5357�3-4DG_, TME-94, per AS I - S ee ta b le, I (sheet 2) a ad table 2 (&h ee t ?) for applicab le SGD un it sizes, des ig n, re inforc e men ts typ es, sealed byI&ltrfts- Ortega, R E_ (Test reportievised on OMVIO and02dL-221016) by Fenestration Testiog Lab- Inc., Test Report No. Yn 6638 (samples A-1 thru A-22), dated ASTNID 1929 and ASDAD-63 5. issued by EXOVA to Vimon, Extrumon for cellulosic glass lypes�- sill riser (see tables B-1 & B-2 � sheets 7-8) and anchor laycat sheets requbmuients in 11 gnu 16. 3, 1est report on 1) Air Infiltration Test, per FB C, TAS 292-94 11 119A 0, signed and sealed by Jorge A- Causo, P, E. (Subwkwd under A50-4 Alo. 11- composite material 2. Rigid Wifte FVC, Tan (Mon -white) Rigid FVC and Bro-an coated (Paused or laminated) white Rigid FV C to be 2) Uniform Static Air Pressure Test. per FBC, TAS 20244 0104" 'r. 01) (Sub m iffed rmder XOA.Y o. 1141 #,� 04) Z labeled per referenced NOA's requirements- 3) Water Re4stance Ttst, per FBC, TAS 202-94 8 Te�t report on 1) Air InfiltratioaTest- per FBC, TAS 2V--94 9- Notice ofAcceptance No- 14-0916.11 issued to Kuraray America.. Inc- for their 3 � F p-e ss operab le. dom must tcmply with min c kar width of he�ght per. FB C requirement- as appli c ab le 4) Large Mmile 1n4);act Test per FBC, TAS 201-94 2) Unffim Static Aff Pressure Test, per FBC, TAS 2072-0-4 "Senn-w-Glast, (Clear and Ulitte) Interlayerl., uq�iring on 07104/1 S. 4. Pocic-etwaRs under separateapproval, to, be reviewedb�yBuildingofficial 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Rrsistance Test. per FBC, TAS 2,012-94. 9. Notice- ofAcceptance No. 1&1117.01 issued to Kumay America,, Inc- for their LABELING: Each unit shall beat -a permanent label with the nianafitcturer'.,; name a OgD city. state an ieriesand d 6) Forced Entry Teo, FBC. TAS.202-94 � per 4) Large Missile'Impact Testper'FBC, TAS 201-94 �'rrosifolg, Ultraclear, Clear and Color PYB Interlary-eii". expiring on 07/08/19, following stawment 'Mami-Dade Co=ty Product Coutrol.ApproveW, noted herein- along, with ntarked-up drawings and installatioadiagrata of vinyl sliding glass, door prepared 5) Cyclic Wind Pressure Load ing per FBC TAS 203-94 RENEW�U of this _N0A shall be considered, after a renewal. application has been filed and there has been -no by Fej�jon TeSt=g La t, Inc., L Test Fqx)rt No- FTL 8,547- dated 111OV15, signed and 6) forced EntryTra, per FBC, TAS, 202-94 L SEATE21KNITTS chauge� in ffie applicable bud,&ng codenegati-mly aflectiqgg the performance ofthis prodact sealedby Idahnis, Ortega, P. E� (Test report rmi ' sed on 0211 M6) along with mailmd-up drawings and installation diagram of vinyl shtliq glass door... piepared L Statement letter of conformance with FBC-5flIEdidon (2014) and YBC-6ftEdition TERNW�ATTON of this NOAwiR occur after theempimfim date or if thete hasbeea a reanon,cm -change in the 4- Test report an l),4irInfftWion'1es;t, per FBC,. TAS 202-94 '�YLFMeStfafion Testing Lab, Inc- Test Report No- FTL 6337 fsamplm A- I thru A-5), dated (2017� issued by manufacturer- dated 08/14/17, signed & sealed by Lynn Miller, Pa materials, use., andormanuflictut-eofthe product orproce-,QSL. Mj%M ofthis NQA as aneudomement of agyprodtict, 2) Unffbim Static Air Pressure Test� per FBC- TAS 202-94 12V6,110, signed and sealed by Jorge A- Causo. R E. (Submiffed underN0.4.X1&. 11- 1 2- Statement letter of no financial interest, dated 04/1 8�1 7, issued by manufkturer, . signed forsales, ad%nerlising of any otbeTpurpcees shall automatic allyterminate this NOA. Failure to complywithany 3) Water Resk&ance Test, per FB C, TAS 202-94 910709) & Sealed by Lynn Miller- RE, section of this NOA stWlbe 4) Lrge MsWe IftVact Tat per FBC, TAS 1 Letter of 1-ab compliance, put of the above tat reports. ADVERMUMM-N -The NOAuuatkef precededby the words Miami -Dade County- Florida, and followed by the 5) Cyclic -Wind Pressure Loading perFBC, TAS 203-94 C. CALCUILATIONS 4� R-ER_ Test Proposal No. 17-0397 dated 05�0511 7t stned by Ishaq Chmda, RE- expiration date maybe displayed. in advwtimng literature. If anyportiono-f the NOAis displayed� then it -shall be 6) Forced ErftyTest per FBC, TAS.202-94 L Ucharvenficaftoflc*ulatwns.ands=tural=alyw,00mp�vMwghFBC-2014,. done in its enchrety- tong with marked. -up draWMP and insta3latmn diagram of -vinyl sliding glass door prepared prepared by P GT_ d ated 1 ZU94 5and I as I m- ased o n 0 2/15/16- Si gued a ad, stak d by G. OTHER Cr14 V%j LNSPECTION: A -copy of tW entireNOA shallbeprovided to the userby-the manufactum-r or its disttfttors and by Fenestration Testing Lab, Inc., Test Report No. FTL 85-U. dated I 2M05, signed and I Anth=yTMil1ffP.E.(Su3fftVa dory ve. 15-1-710. Op. ZM L Notice of Acceptance No. 15-1-110-01, issued to PGT ladustries, fortheir Series C= 5ballbe available krivVection at thejob siteat theregaestoftheB41ilding Official. sealed by Idalrais Ortega, P. E, (Imt rep4mt revised ou,01 M414 and 02111116). 1, Glazing complies with ASTME-1300-09- -557012770" Vinyl Sliding Glass Deor (Reinforced) - ]LALL" expiring on 04/1421.- C%4 11is NOA revises & reneWS NOA#20-04,29.05 and consists of thispage I and e%idencepages E-L E-2-E-3. E-4. r-k 1, � CM 01.= E-5 & F-6 as well as approval document mentiomed ab<ne- IshaqL Clmz&, PE. Ishaq I Cliands. PX. L_44t,� IoAaq I ckaza'A, PX. 6 = M L.— c= cz. V5 c_� The a*mitted docuawn4ahon was re%,iewed by Ishaq L Chanda, P.E. Product Control Umit SuperTisor Product CoutrolUnit Super -riser Product Contra] Unit Supor-visor Cn u- NTOA N`0_21AA115.03 NOA �Xo. No� 21-0 2 0S.03 Expiration Date i AprH14 2016 fm*rafivu Date-, Apri[14,2016 Approval Dat*,, Afarck 2-:, 20-.1 ExpirafiGnDate- �,April.14.2-026 ExpiratkonDate-, ApriI14,2026 2 -E Approval Date.- X-larch V�, 20.11 .4provalDatei mrcklig"2021 ApprovALl])3te. A'Jarch 25,2021 E-2 1-3 c7 f� ZZ PGT Industries, hK. CGI Wmdows and Doors, Inc. PGT hidus-tties. Inc. N OTIC E OF A C C EFT -A C E: E 171 D ENC E SITRNUTTED NOTICE OF ACCEPTXKCE: EVIDENCE SUBMITTED NOTICE. OF ACCEPTMINCE: EVIDENCE 517BXHTTED 2. Evl&nce Submitted under pre%jonS submitW E. NLA T E R. , LAL CERTIFJC�ALTJONS (CourinUe) 3. New ETidence Submitted 5. Quanex Part Super Syacer,SLapdard cotriplying, withASIM C518 Thermal ConductMty A. DK"ITINGS hr.-ft!-'F, AS-M F 1249 WIR-Pass, ASIM D39 1 85 -OxyZen-Pass, AS-IM E A� DRAWUqGS 1. Drawing No. TkID-5570.0 RerB, titled "Vinyl Sliding Glass DoorNOA W, sheets 2190 LG_ Durability -No Fog -Pass. (Submftxed underprnions jV0.4Yo. 1,"409.05) L Drawing No. AID-5570.0 Rev B, fitk-&-Vinyl Sliding.Glass DoorNOA (LM)7, sheets I I through 21 of 2 1, prepared by manufacturer, dated I OiD511 5 and last reviswd -on prepared by niandacturer, dated 10/05,115 and last, rn on 2/0 �2 through 21 of 21- -ised 0 1 1- 0.4,22,20, Signed and sealed bYL A - Lym Miller, P_E_ 6, Quanex Part Duraseal conVlying with ASTM C519 Tbennal Conductivity 2-22 BTU-iftl signed and sealed by A- Lynn Miller, REE. br_­ftl�-`F, ASTM F 1249 WVIR-Pass. ASIM D 1434 Argon Perawance-Pass, AS1M,E Note T'his revis4on consists rephx=eat of same exhsting installation sum, with f lat head - B. TESTS 2199 1G_ Durability -No Fog, ASTM E 546 Dew Point Develcpnwnt -201F in 48 bis- 1. Test reports on: 1) Air InfiltrationTest, per FBC.1 TAS 202-94 (Subm &kd underN10-4 Xa. 15-64-610_05)� 2) Unffonn Static Air Pmssure Test, Loadingper FBC, TAS 202-94 7- Vision Extrusions- Ltd- Parts roqp4ing with PVC-AAMA 303-13� Voluntary Specification B� TESTS 3) Water Resistartce Test, per FBC, TAS 202-94 for Pugid Polyvuryl Cliloride (PVC) Exterior Profiles for Vision, ExtrtmonsLtd.-VEX- I by L None- 4) large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Extff w Proffie CeMkatsou Progrmm (SubmWed nnder Xa4 JVa IS- 5) Cyclic Wind Pressure Laadingl;ff FBC, TAS 203-N 0409. #5) C. CALCin-ATIONS along with marked -up drawings and installation diagram of all PGT lndustries� Inc. 8- Vism Damions, Ltd- Parts conVlying with PVC-AANLk 3034-3- L L- Nlone- representative units listed below and tested to qualify DowsH 791 and DowsH 983 silicones, (SubmNed under.?VOA No. 15-040-4.195) prepared by Fenestration Testing LaboWory, Inc., Test Repcuts No-: 9- PVC_-A.AMA 30343, Vohmtary Specification fcc Rigid Polyvinyl Cb1onde (PVC) Exterior D. QUALITY ASSLTRXNCE YTL-7897, PGT P'%15520 PVC Fixed Window (unit 6 in proposal), dated 00-103114 Profiles for Vision Extrusion� Ltd--VEX-1 by AAMA Fencstmtion Exterior Profile 1. Miann-Dade Depmtment of Regulatory and Economic Resourm, (RER). U) FTL-20-2107 - 1, PGT SGD780 Alumim= Sliding Ghss Door (unit. L 7 in proposal) Fn-20- Certification Prograin. 2107. PGT CA740 Alum. Outwing Caseramt Window (mit 8 in proposg) FTL­20- 10. Notice of Acceptance No- 194217.14 issued to Energi Fenes=tion Solution, USA, Inc. for E, 'AILITERLAL CERTMCATIONS. 2107.3, PGT PAT7620A Aluminum fixed Vvlmdow (unit 9 in proposal) and YTL-20-2107.4. their -Yan 30-40 & light shade (Aon-WW) 11WO Rigid PVC E_xteiior Extrusions for L Notice-, of Acceptance No- 1"305.021 issued to-Kararay-America, lnc� fortheir > PGT PW7620A Alunfinum Fixed Window (unit 10 in proposal) dated 07113120, 9 signed NVindows and Doors7l, expiri ng on 02JK'-? 1 � "Tros"t, Ultraclear, Clear, and Color P17B Gbss lnterlkyer�", e-Viring. on 0TOK-14- 0 and sealed by Idalmis Ortega, P�E- 11- Notice of Acceptance No- I"L-17.02 issued to Enerp Fenestration Sohff USA, Inc, for Notice of.Acceptance No. 17-080&02 is;suetl toKuraray.4inerica, Inc. fef their their sezies _Vikite Rizid PVC Exteri" Extrwskus for Windowsand,Doars�'_. mpirigg on "SentryGlast (Clear and White) Glass, lnteflh�vii"_ expiring on.,07i%P23_ CL C. CALCULATIONS 01IM1 3- Notice. of Acceptance No- 18-1106.10issuedto Vision Extrusi= Limited for their'Srwu 0 L Anchor verification calculations and sirumni analysis, couqt�* with FBC 71 , "203-031 �issued to, Energi Fenestration. Solution, USA.Inc. for 12,L Notice of Acceptance No- -2 - inted or Laminated) WMte Rigid PVC Exterior Extruslous for NVindows Coated (Pa Edition (2020), dated 04/21120,. prepared, by mauufactuaT_ signed aid, seaked -by their �'Bronze & lot shade cap coated White Rigid PVC Exteflor Extrusions� for and Doors7, expiring an 0930PA, 0 AaftayLynnMiller- P.E. TRudows and Doors7_ expwingonK`16225. 4- -Notice. of -Accept ance No � 19-1106. 11 is sued to Vision Extrusions Lintited for their series =3 2. Glazing con.4AJes with ASTM, E 1300-04, -0. -12 and 46. "VE 1000 Tan 2 02 and lighter shades (.Non-NVbK#)RigJd CiMular PVC Exterior _0 D. QU1ALM7ASS1JRkVCE F. STATEMENTS Eumsims f oi- Windows and Doom-, expiring on 1129,122 1. Miami -Dade Department of Rtguhimy and Economic Resources OLER). L Statement letter of confonmce to FBC 7& Edition (2020), dated 0+22C0. issued by manufacturer sTned and sealed by Anthony Lynn Millff, RE. F., STATEINIlLNTS. E, 11ATERLAL CERTIFICAT10"NS 2. Statement letter of no financial interest and of independem, issued by manufacturer , dated L Statement letter of conformance to IFBC Th Edition (2020), dated 0101,21, issued by I- Notice of Acceptance No. 19430-5.02 issued to Kur-aray America, Inc. fortheir 041 n- 0, Signed and sealed by, AnthonyLyun Miller, P -E. manufactur-ff- signed and sealed by Anthmy Lynn Millff, P�E' Cl) "Trosdolt Ultraclear. Clear, and Color PVB Glass lnterlayerC, expiring on 3. Private Labeling Agreenamt, document between PGT dated 033WI5 and signed by all 2- Private Labeling Agreenient dated 03,�D�l between PGT Industrim Inc. and CGI OWD&'24- involved parties, Windows and Doon Inc-, signed by Dean 14 Ruadr, P.E-, V-P. Engineering, on behalf of 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Americajac. fortheir "SentryGlast. both compmlies. (Clear md Mike) GJass Intorbyevs-1 eViring on 07/04/231. G. OTBERS 3. Notice of Acceptance No. 18-11KIO issued to ViSion Dxtrusions Limited fbr their 'S,rowu L This NOA revises NOA# 17-0420.06T—Ww/CGI) and updates toYBC20210 (71h EdMon), G. OTHERS Coated (Painted or Laminated�). White Rigid PVC, E xterior Extrusions cxpiring 0411V21- 1- 11isNOArevises & renews _N'0A-#2o_a42q.o5 (PLAw�AC-GI),,t-xph-imgO4.-114P.6. for Viindows and Doors-, pqyiriq on 093OZ-74- 2 RER Test pmposals, #19-1155 dated 0111020 approved by Isbaq L Clmda- P_E-_ expiring 2. Me cummi associated PLk CGI file #211-0205.01, expking 04/14126. 4. Notice of Acceptana_- No. 18-1106.11 issued to Vision Extrusions Limited for their 01,14121- series "VE ION Tan 201and lighter shades (IN'on-Altke) Rigid Cellular PVC 5. /f I h UJ Exterior Extrusions forWindows andDoors7_ expiring on 11129t21- Z/ lAaq L Ownda., PX. < Ishaq I Chouda. P1. Z Ishaq 11 Chanda, PX. Product Con" Unit Superrw'or Product Counvi Ln:k Supe7risor Z Product GentrolUni t Supervisor -No. X0A NIB _ 2 1- N 0 91. 013 < NO.,%L 11410-5,.b3. Expiration Datei 14,20M E%piratio-al),alde- Aprfll.4,20726 April 14,2026 Approval Ra te, MarcI 25, ZQ21 Approval Da;te� Marek 15" '.'&.'jL 14* 2,011 E -5 F -4 SHEET NO. March 6, 2023 PA 1.4 7 1 : I I Lik I 1 11 1, �L , A I TUIL11 I �il 11L 11111 U.- L 11 1 i C>] tQ Cll U O� MIAMI-MIA I-DADECOl.NTY p p ' PRODUCT CONTROL SECTION Ca3' Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete I.J�"A, :LLC QJ �, L � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Strccl Room 20$ C � — BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 3 t 5 2590 F (7s6) 315-259y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMIT�`ED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �--' Q� C U ''"' Cl) -Co NOTICE OF ACCEPTANCE I(NOA) wsnv miamidade.Qov/economy _0 CD -0 O Cast -Crete USA, LLC 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 Cll 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C Q CO Setiner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"; sheet 1 of L Drawing Na. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of CO }. b Craig Parrino P.E. dated March 24 2003 andDrawing No, LT4612, titled prepared y g , g 1, prepared by Craig Parrino, P. dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " p Ca O > SCOPE: "Cast -Crete 4 ", 6" & 12"Lintel Safe Load Tables'. sheets I through 3 of 3, prepared by LT4ta12, titled "Cast -Crete 4", 6" c4L 12" Lintel Safe Load Tables', sheets 1 f Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all '— p N L � L This NOA is beingissued under the applicable rules and ppl ru regulations governing the use of construction materials. 3 both Craig Parrino. P.E., dated March �4 20l13, .last revision #1 datedApril ril 28, 200 o h g P through 3 o 3, prepared b Craig Parrino, P.E., dated 24, 2003, last g f p p y g signed and sealed b Craig Parrino, P.E. on 08119114. prepared, y g Cl) Q '— � p Co The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E, ri n revision dated March 11, 200, all signed and sealed by Craig Parrino, P. E., o '� y� � �. � � � 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) L Test report on flexural testing on 4" 6" do 12" Precast Concrete Lintels Filled and B. TESTS L None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 0!frlled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. .None. 1. Calculations far 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 A. Hamon, P.E. C. CALCULATIONS d b by Craig Parrino P.E. prepared by Craig Parrino, P.E, signed andd sealed accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By 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. This product is approved as described herein, and has been designed to comply with the High Velocity hurricane 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L 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 rLl'ay 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002, 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I 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 I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and. the Miami -Dade b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled prepared y g g 1. None. B. TESTS County logo. "Cast -Crete 4" 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA skull be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision datedMarch 11, 2005. B. TESTSAtvne. C'. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1 None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1 Atone D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By County Department o Regulatory and Economic Resources y ty p f gu ry (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. By Miami -Dade County Department of Regulatory and Economic Resources (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 Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L None. 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast- ewg shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117„ signed & sealed by Craig Parrino, P.E This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E-1, E-2, -3, E-4 and cat E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. Maker, P.E., M.S. elmy A. M ar, P.E., M.S. Pra uct Control Section Supervisor elm} A. Makar, P.E., M.S. Product Control Section Supervisor elm A. Makar, P.E. M.S. y ° C= y- 6 n NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Q � �, M i•c3aDe / s , Expiration Date: 09/11/2023 tr Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ; a }a ),¢ Approval Date: 08/20/2020 / Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date: 08/20/2020 En N d f Page E-1 E-2 E-3 • w w c� e� u 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. I. 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. T AL MA ERI CERTIFICATIONS RTIFICATIONS 1. .None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 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. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-013014 . 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. Co 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of L CDL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. lQ LT46I2 titled "Cast-Crele 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 L� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on C1 January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. Q� D. QUALITY ASSURANCE �J M L By Miami -Dade County Department of Regulatory and Economic Resources (RER). M E. MATERIAL. CERTIFICATIONS Q 1. None. a- F. OTHER 1. Article of Conversion for a Warne change. O L L� w � my A. Makar, P.E., M.S. Helmy A. Maker, P.E,, M.S. Q Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date. 09111/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J 1-4 E-5 0- SHEET N0, March 6, 2023 PA 1.5 i � rr.i oii irau arnrvF—r-- i /-V--� / 11LIECO - INC-\ - TILLIT TESTING & ENGINEERING COMPANY ­ WATTER A. TTLIM JR., P.E. YL��!C'1.12t­ g"rYLC�1,1­11,,0006719 PRODUCT EVALUATION REPORT REPORT NO.� 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Ewtoollon Produas LLC 48W S.W, 61 Street Davie, Florida33314 I., PURPOSE OF EVALUATI N. This is a Product Evaluation Report issued by Walter A. n1lit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Sev"h Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalenitto that required by the Codo� This Product Evaluation Report shall be subject to review and revision in case of a Buflding Code change that may affect its limitations and conditions Z.-EVIDENCE SUBMITTED; 21. PRODUCT EVALUATION.T)00.k)MF-_Nj_(p.E.p.)o Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part o,QPIS Evaluation Report. ­.,�,v,1.11 h, I,,:�,, 1�".,...­'-.11��-.,', - -- - ... '. W - --., V\CENO - ��'r.. � - , 1��= . . . . . . . �� %.- 11 - -7. * —_ -;­- .1 -1 . No, 44187 - �", = *; I I " I I , . � '. , * .* " i , � I , ­ , � ­cI*. ­ ­ � . I , 'S, At. vlsk,7A � --- -"'cu.' ' 1 �-11� Z�,- zop.in�, -, <-,, - I'. - , 'p- 5��, � SIS. - - .. `�F k 3 , W, 6355 NX 36th Street, Suite 305, Miami, Florida 33166 - PhETI (305) 871-15 0 - yl*�,Ni� �­, RR0nl1CM�8-LUADQNREP01CXN0, "�0128,Q] 2 22-TEST-REPORTS: Large missile impact and fatigue load tests were performed under Prollocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports# 96-569 dated 08/09/1996, #9M70 dated OW1811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory� Inc. reports # 2032 dated 04ilB/1998 and * 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile lost report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2,3, ST UICTURAL ENGINEERING CALPULAT"A&I On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code, Calculations prepared by Tilteco, Inc., dated I 1/0a/08 and 03/1211 5, signed and sealed by Walter A. Tillit, Jr., P. E, 3. MISSILE IMPACT RE-SISTAN-CE: La rge missile Impact under section 1626 of the Florida Building code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall Was indicated on sheets 8, 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No, 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14, 15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 2$, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8, 14, '16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176, ,%k0`01141001" 4N'�;%I, \� N T1441"A", �� � I 1. �� I',, $� "'; - * - I-.- I/ ,& .wl�l . . f " \, . ,�, - , .- \P,ENse %. �� , ­ �� � ' . ' '�� - V �44167 1 1 1 — I = �7111e'?�, * " * E / - / � -o-.. . Z - STATE OF �-`Iqz Z !�:-rl , � lv� 0,�,.� RLOR0'.."�,- � -,,. e', - .., �. -0 , m , � , 5�,O, i�Sldw A' " , I � , I 0110hpoillioll"' I I GMERAL : 9 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SYLK= OR Wow BOARDS BE FOUND ON AHE I I Nuic FM , . -- EXISTING WALL� ANCHORS SHALL BE LONG CNOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I 1 STOARM P E SHOWN ON THIS PRODUCT EVALUAT'D" DOCUMENT (PED) HAS BEEN VERIPIED FOR COMPLIANCE 'S ANCA40RAGE SHALL BE AS MENTIONED IN 8,T) AND IN 5.2). ACCORDANCE WITH THE 2020 QV, EDMON) OF THE FUTRIOA BUILDING CODE fc) lg����Jmm. DES" WIND LOADS SMALL RE DETERMINED AS PER SECTION I 620 OF THE ASOVE MiXTIONEV COVE, INC FOR A WIND SPEED AS REOVIRTED BY THE JURISDICTION WHERE THESE SHUTTERS WfU BE INSTALLED AND - #14-10 PANUMATE FEMALE TO AT40 PANEINATE PLUS ANCHORS, AS MANUFACMIRED By EIGO CONSTRI)COON PRODUCTS FOR A DINECTIDNILRY_ �ACTGR Kd-0,85, USING ASCC 7-16 AND SHAI -' NOT EXC­-0 THE MAXIMUM (A.S.0) - 1/4"O LAG SCREWS PER ND,S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRUI 12� 14. 15, le, 79 & 2.0, - 7/16't I, 5/r WOOD BUSHING, AS OWRISUTED BY ALL POINT SGNSW, SW & -PECAkyY Co. IN ORDER TO VERIFY THE AWVE CONDITION, ULTIMATE OVION WIND LOADS DETERMINED PER ASCE 7-M SHALL BE FIRST REDUCE0 IV ASD OLSION MND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER To C I i MMMUM TOREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL RE 1 1/2* AND 2' FOR ELM P44GLA(4TE PLUS COMPARE THESE W/ IAAX (A.SOil DESIGN I`W,VSUAt RATINGS INDICATED ON SHCETS 7 1HRU 12� ", 15� 16, 19 &� 20, AND FAWaNATLE FEMALE (1) 114 ORDER -10 VERIFY TW' ANCNM ON THIS RED AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE W ALLOWABLE c.2) NIKONUm. THREADED PENETRATION or L40 SCREW, INTO THE WOOD FRAME UNIT SHkI. BE I 1/2- No T,�RtADOD PENETRATION IMO STUCCO SKAL­, BE CONItIORED AS PART OF TK REQUIRED THREADED PENETRATION, STRESS, FOR WIND LOADS WAS dU USED IN THEIR ANALYSIS. FASTENERS SPACING I-:) WOOD RAS SEEN DETERMINED IN ACCORDANCE WITH W.D.S. 201a. C 3) MINIMUM aa DISTANCE OF LAC SCREWS, INTO WOOD 94ALL BE AS INDICATED IN THIS ORAWiNC STORM PANE ' S ADEQUACY FOR IMPACT Mo WHO RESSIANCE HAS SEEN VERIFIEC IN ACCORDANCE WTIN SECTION 1626 of THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESITNO INC. REPORTS 96-569. 96-570 & 96-T:50 ANG C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE V6'. 114- 0-20 SCAM USED SHALL BE 1 112- W)NO MINIMUM FENESTRATION TESTING LAB INC, REPORTS #20,12 & #2120 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-2M SHOULD STVCOO EMST, AND I' MINIMUM POR WALLS WITH NO StMCC- AS WELL AS AMERICAN TEST LAD Of SOUTH FLORIDA REPORT #ommi-oa, As PER TAs 2oi, TAS 202 AND TA,5� 2'03 STANDARDS. C.S) IN CASE TI-Al PKC,AST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOONO ON THE U,WW, 2 ALL 4QMWUW rKTRUSIONS TO BE 6063-T6 ALLOY AND TEMPEFI, (UNLESS OTHERWISE NOTED), SEE SHEET 2 WALL, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCItURC BEHIND SUrR PANELS ' ANCHORAGE Sh4u. BE AS MENTIONED IN 1-1) � C�2) * C 4) 3 ALL ALUMINUM SHEUT METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHAUL BE INSTALLED rOULOWINQ ALL OF THE RECOMMENDATIONS AND, SPEC[FCATONS Of THE AMCWW'S, MANUFACTURER 4 ALL STEEL SHEET METAL PANELS SHAIL PAVE SM14TURAL. OVAUrY STEEL, ASTM A-653 GRADE 50 IAN,mm C-60 GALVANIZED STEU, CSiGNATION W/FY- 56 5 �I (ARM ROLLED). 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WAUATION, DETAILS SHOWN ON SECTION .� THIRDUGI'I 10 (SHEETS 4 THROUGH 6) EXCEPT 'NA? HEADERS Q & Q SHAILL NOT Elf- USED 5 ALL SCREWS To BE 50INLESS STEEL 304 OR 315 AS SERIES OR CORROSION RESISTANT C43AIM CARBON STEEL AS PER GIN 50018 W/ 50 � YIELD MENGD4 AND 90 k-, TENSILE STRENGTH A SHAU COMPLY W/ FLORIDA BUILDING CODE 9 n SHALL BE THE RESPONSIBILITY OF THE CONTRAIVIOR 10 VERIFY THE SOUSIONIMS, OF THE STRUCTURE WHERE SHUTTER IS TO BE SECTICIN 2.11 3.3 4 ATTACHED TO INSURE PROPER ANCHORAGE THIS SS,JrrER SHALL ONIY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRANC BU'LONGS. 6 BOLTS TO BE ASTIM A--M7 GALVANIZED STEEI� OR AISI 304 SFRIfS S'LAINTESS STEEL WTTH M k*I MINIMUM YMLC` SIRENCTHL 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12.'-4�, AS PER SECTION5 6, a. 9 & 10 AND ALXRNATNES 8W. I AN040AS TO WALL SHALL BE AS AOUGWS 9W & IOW ON SHEDS �. 6 & 12 RESPECMLX SHALL HAME A LE131BLE AND READOY 1ASIBLE MARKING ANSTRUCYT OWNER OR TERAMT To SECURE PANELS WITH APPLAC .ABLE RONFORCEMCRT DURING PEROEM OF quRRICAHE WMNING (A) tQ­LN0W-.P%=-QUN0M 11 THE IMALUVRON CONTROACTOR 6 TO SE,UJC,hULK ALL, SHUTTER COMPONENT MEE WHICH REMAIN IN ONTIMUCUSCnNTACT WITH I/ '. 7APCON ANCHORS AS MANUIACTURSO BY tT,W BUILOLK, JW (M,o V­5j 91 p�. ;,) THE DUILDAIG TO PREVENT WIND/RkN INTRUSITUL . I /tf I, . I/V CALK­T% ANCHORS. AS MAINUFAMR voo � to By OEWAUT INC. (WIN. p.-_ P'. ") - 1/4^0 t 3/4� SOUD-SET ANCHORS, A$ DISTRIBUTED BY ALL PONT SCREW, BOLT & SPECIALTY CC i2� STORM PANEL INSTALLATION SHALL COMPLY WRN SPECS NDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONINC REGULATIONS (Mi,, r-3000 P.I.) PRCMDED BY THE JVRK-IX70N WHERE PERMIT IS APPLIED TO. - 014-10. PANELMAIT FEMALE IT) & PANELMATE PLUS ANCHORS. AS NANUFACRUIED By ELCO CONSTRUCTION PROMM I 3 (0) THIS PRODUCT EVALUATION DOCUMENT iP U.) PREPARED Ery THIS ENGINEER IS GENE;x: AND DOES nor PROIAGE WFORMAIION (ON t, 3-350 P.;r) -4 FOR A SITE SPECW- PROJECT, I*. WHERE THE " CONUMONS DEVIATE FROM THE P.C-D I - /4*0 CF TJ;-CMP WCIHORS� AS fAANUFACTURED $Y 7RU-FAST GORPORAr,GN (!',.MOO p.s.I.) A 1) MINIMUM EMBEDMENT OF 7APCON ANCHOR$ TWO POILIFIED CONCRETE SRALL BE 1 �14': 2* FOR IAMELMAIE FEMAE (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SEUCTON, PURCHASE AND INSTALLAVION INCILLONG LIFE SNFM Cr THIS PRODUCT BASED ON THIS PED. PR0,V,rDEO,HEA`5Hf DOES NOT DEMAIT FROM THE CONWK*S DETAILED ON nitrS DCCUVERT 10 AND PANEWTE PLUS AND I i/4' FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT THE CONTRACTOR'S RESPONSIBILITY A-2) CALK -IN & SOUD-Sn ANCHORS SHALL HE EMBEDDED 7/8- O" THE POURED CONCRETE NO EMBEDMENT INTO TC) THIS PRODUCT DALUATION DOCUMENT WILL BE WITSIDERM INVALID IF MODIFIED. SrUCCO SHALL BE PERMITTED 1/4� 0-2D SCAM USED SHALL BE 1 1/2� LONG MINIMUM SHOULD STUCCO EV57, No T' MIATNKIM FDA WALLS WITH NO TrUCCO AND MAY BE �EAQEU SCREWS OR AU THREADED SCREWS WAG HEAL), (6I STfE SPM�X PROJECTS SHALL BE PREPARED By A FLORIDA RE41STERED ENGINEER CRY ARCHITECT WH[Ch WILL. .-ECOME IkE BUT WITH WING NUTS, ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND WHO MLL BE RESPONSASIZ FOR THE PROPER 0% OF THE P 'ED. ENGINEER OF PECOGO, ACTING AS A OELE"TIE0 M.IKER TO THE A,51 A CASE THAIZ PRECAST STONE� PRECAS3 CONCRM PANELS, PAvERS, STUGcG OR WOW BOARDS BE FOUND ON THE P.E.0 ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR KNIEW, M$nK WALL QR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SEPINO SUCH PANELS ANCHORAq SHAU BE AS MENTIONED IN .,) AND IN A�2) te) THIS PLO. SHALL 13EM THE DATE AND 01MO"k SE& AND SIC40YURE OF THE PROFESSIONAL ENCINE& O� RECORD THAT PREPARED IT, (a) TV aISTING OpHenr-'r-ru ��Axg-Q-­D7 - :/4* 0 TAIACON ANCHORS AS MANUFACTURED BY I T W BUILD". INC 14 SHUT" MANUFACTURER'S LABEL SHALL BE LOCATED ON 4 READILY MSTELf LOC�TTGN AT STORM PAWL SHUTTER #4 ACCORDANCE WITH SE,GOON 1709.1L3 OF FLORIDA BUILD&O CODE, ON- 4ASEL - /4' 0 , 7/S* CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC I'— (MIN. 1500 ILA i ) SHALL BE PLACED MR EVERY OPENING. LABELING TO COMPLY Wn IT SECTION I 709 9 2 OF THE - 1/4 0 X 3,4' SMID-SET ANCHORS. AS VASTRABUITED BY ALL POINT SCACW, SOLT & SPECLALTY GO FLORIDA allLDINO COX (WIN !,-Iaoo 0.0 -----I To - JI14-10 PANE14AALE FEMALE 10 AND FAMELVATE, PLUS ANC)ORS, AS MANUFACTURED BY EUG0 CONSTRUCTION 9;Ai=W4`AU ONLY at Ur IN THE STATE OFED tMIN ft-2011 p,,,.) ,,,%0111111�0 A ... 04. 1 — I 'PROOMT - /4- 0 CF TAP -GRIP ANCHORS. AS MANUFACTURED & TRQ-AAST QORTIORAPON "o'-,0 A. I , " , , . . . . ., - B 1) MINIMUM EMBEDMENT G: TAPCON ANCHORS. ELCO PANELMATES AND CF TAP-GFdP ANCHOR. INTO THE C . FLORIDA BUILDING CODE (High Velocity Hur came Zone)l .-AW, %� MOCK UNIT $KAU Be 4 114- * * AM RLTVX, ft 1, � . 1 20 GAGE GALVANIZED STEEL STORM PANEL "' No. = 4 157 I 8.2) CAUK-IN & SOUD-SET ANCHORS SHALL RE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT NO EMBIal Bha - = -- -- IWTQ STUCCO SkIALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOU:3 RTOCCO , - 0,/=/2M - ' - *4�7��-, "IST, ANO " MINWILIM FOR WALLS Vr� NO STUCCO. --> - GLOBAL PROTECTION PRODUCTS, LLC. ,,AM. S -'O' STA 11LIECO \ ---- INC. OF I �0-5 � . I ­ -E� At !&��-i 0 ?�, ..." TILUT TESTM . ,�A-...=.r. MI. 20-176 --- X��. A = - AA,R ­­ - ")�724ft FAX , .% "PAT, ,'�),W" W, .� � - 1�/, �;; o'-00"110 � - - " 1"N . WAM A �Iy &. RL � y"'.1 ... 42, - TWAIN, - A 14�0 ! UIXT I .T 20 I INUALLATION QUAILS FOR REGULAR EANELSQ) INIQ EX01ING POURED CONCRETE OR CONCRETE it �U BLOCK .5TRUCTURE$ CONCRETE ANCHM - - ­ - - COMCft-TE MICIMRS - V eu So,muut ON SHEM 6 THR". 9I co"CRm AICAMM MIMM: N � "' I Ii 4 ,,� Ism scTOBtAx oa- , -1 " SHEETS 6, THImm" III) I -� , , "' "' 1-1 a ­1�1­-- , I EXISTING POURED * � `AICHQ`IS -, �\��' -4 On ,D SHEETS 4 TN"UGN 9) � � _ �� �4 I � ­u E141"Moo,,"Cur " - --- -v . Do . : RE T6 i \ , I � W , ­-=�=�L � ,..I -- --- , I'. I I ----, - 11 , /4 ocm�� y _ _ ,_.. / I." �J I` ­" I ,rE:: , ,� _ I . 4, 7 .rA - I ._ 4 4 , /A `7,� "', I -­­­-1- ,. i - - I " I E:: IL L n ,dwi,E"' -- _4 kb!'47 �, - , - N-1 I! '", Wqx­-, � ; I/,- ,� _ _____� " I T ; , I.I.IrlAx. " .._ 11 ­ i I I I I I _ ,�� I ----.----.I- -- - - " _ t -��,! I -1 I M'WM POURED ED. ; lc*wjm � I 2 . V i i � � _ I _ - I 3�1� . E-D. ,� � _ _ i . 7 t 2 - 4ff _: � IB- ; . 4woom , 1 i - s ! 13) 6 1 i� -�, � =Ww- � - I 96-1 �\� -- I : I - . �:, ir - A � '. . I'- �,L,� .1 .� ,",�, 1 6 i ! I , , � 1 1 \, i Ill N- , �\1'11 ,I ", IT _ ., : - N gm. I Q11r., I ; 1 =.u4-I ! ­0 r. 6 I !" samw I 9 MK .U-AM" J 1P)AIWViV1a - 1 - I� TO PUeS. � . 11 11. - ".1 I t "m m - g I now srLo e w ,A- " . I i ,2 'Ir oc 1 5 -II,AI M! ; I ZIMA-1 I n J -. wy ! % = � I I �D I I - =`n -� I I I =W­4 i V roft �� vwa-ft - I M wa. �­ � (i) . � I I , I f !­ f I R ­­ - - - I -$ I �1�1 - -- I -- I 9 1 i t I 9 9 ! I : ; i I I 7-,T-T-- ­0 � - 11 �, : i 9 ; i § : I .i =--� L -� -r- - - I ; i 06- ! I PAIL 1 � =11111­11 ­ - I - - ­ , - -1 I - - -- - �,, - I I ­ . I i i i I � I I I ; i i I i I - 111:1,11-7777-7777, : q I I � '1� I i i I ­."Ne-a I 1� .4 Mn I i ,I -� R I � '�11:1?" - I I � I I . - , I Ex= unq� � EJ) , I 1� � � i � - I7 1,�- =1 1 r I �-; J­jL4�-Wd-, �., , :� "4--, VON SrA, -&` 3 0 Dr OR 11 I , ­� , I =,-*-, MIT - I I 17' -" �, J - I I E I ... TED E oasTIK Pounp � D , 1 ,2 I/2- ot- CONCRETE OR -- - * I -11�.,� t� � ODNCRM EUMI, � REQUIRED .11 " Am * ,2 'Ar ac. ;- , I -1. � ­­ A 11-11-11IROR Z CONCRETE BL= J � -.--- ­- CONCRETE BLM :,�," ­-11 -- � I I ',�� �iln` , Z 14' , 15 ­ . : J I � 11 " -11�1'�.'11'�, 11��,�`> I 1'�',�,'��', . - *" z , .... N =Mpoulo, - PEOVURED.. E 11 I �,' Mk,. REQUIRED, � I I 5111� - E,'� � - - � - m­­; -`,--�' I- - � t I � - ­- --�,.-- 11 ., , PA , ., -10NAP4 �'A-. , LL coNcArm AVIORS I., -,,�� --- RFOL4n LAI, c�I=ij I `1 L--E D.. . . -rA U4 , �1 . -�, ­(� y W , , 53i tiM,7�� - I SlIAGPERED Sno _4 - - (D - .. (1,*,1r=,,,,-, .m - ���, : I " cm solexCE ow- - .. % (Sa VDImPLE OA­ �1� �t- t" 6 r " (sm sclon'" ON s-Em a THI?GAGH 0 SHEETS a THROUGII o) - &4w- a nm� 1) �an 8 ORD" 9) "L G MAT SOME: 3/a-l- CEll ING OUNTINIG BE= -Z � SCALE V8.1, moiffikr SCALE 3/8.1. ha ALMNATE AUIkQ. OUT MQUINTIM2 a.0 I `B- 14 .--- ­'. - -, --,--T-- r ------- I—— i ; T I 1: Wu. I -� i-- - I ­01 I i I F-D, - EXE DISTANCE (SEE SCHEDULE ON SHEETS a & 9) 1 1 S I wipj,. I I 1 40� NOTE FOR QQMBMWXM--S=NS; I . 11 "... 1 1 - A 11 A,%*II0IUhM,M, TOP X� eaffom MOUNTINGS, CAN BE I ! -- , " I 11Z � 11, '21, �.�'Atrl " *1 , 4L � N, COMBINED IN ANY WAY TO SUIT I[ L" I =L-i -.-W- `-�,��o',�,,'� , � I f4 �, 1.0*G1411­1 � - , , i'-���-,,,,,,,,�,,�,�'.�,,��,,,-���"�r,,,�,,�'I I �. ., 6�- ­.-�?-J EXISTING POURED' � �4 - -­u3/4 ,- 11 , : FLORIDA BUILDING CODE (Nigh velocity NUT cone Zone), CONCRETE " REOUTRED. ­­- -F IA - --- -- ­� WwRm mtmom 1*: B - . * . � --- ;%QQ TV= wt 20 GAGE GALVANIZED STEEL STORM PANEL TIP 1 �',--,< -NM V.1WMI.E ON " 5HErm a wm" 2) , I CEILING Affi"OUN-Al- . S-ct . * z - 1p- WE .. Z- ­, - 7%-, Opt 1. i �-, .- .. -,�.,, -a?" ­.... --- GLOBAL PROTECTION PRODUCTS, U.C. IL ECO imc. � WVXY sx " ", 7-1 - . �=:=l!A DAM M =14 = P"N" 'It ' - am AM SCALE "-I' t o' �W CII54�6"-74.tL m (o _eM ­ %�, I, A)We A`t­1PMI­­ 20-176 1011 CA­oDw,1 -.1 - I - ­f - - --- -:� /DATE -MM -" .A" "t , I - 111. 10� I ..... . IS 211 =n 441t, . I - I - � � I I I ]EXODUCT EYALVAIMN UM19F T40, 20.0722.01 3 G. MATERIAL CHARACTERtSTICS -AND PECIFICATIOW Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P. E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 end 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-1 � 76, WUAWftLWMr,,lai-CqZ I If a -11*1;1!JiL;9 7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document JP.E. D.), drawing No. 20-176 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. 7.2. Product may �be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 ofthe Florida Building Code, 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. ProductlEvaluglion Report prepared by WaltarA. Tillit, Jr., P.E. (Florida License No, 44167), President of Tilteco, Inc. (Florida CA-0006719), ........... ... �4' ��I` �,\" E N &� -, 1 N I . . . . I . . �:�. 4167 '-. - ­*� ,* WATY-L D�� TILTECO ADMON RECORDS I P. E. REPORT-20kGLOSALFROTECTION PRODUCTS.LLIC120,3AGE GALVANIZFU STEEL STORM PANELk OR'Ar. 4 20416 k REPORT# 2"728,01 — - FE -C 0-1 N C \- /1"1'---1L � - TILLIT TESTING G ENGINEERING COMPANY -- ­--­­­­ - - ­­ WATTFRA. TU,L]T, T&, 111, tilreoo@wl.com PRODUCT EYALUA-TION REPMT I'LPT'l,k-N. 441.67 FLI-A. U­N.-0a%?J9 REPORT No.. 20-0727.02 DATE: July 27, 2020 PRODUCTCATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Produ!:t&JJX 4800 S,W. 51 Street DaI Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. 7111it, Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. fil G20-3, Method 1D of the Florida Department of Business and Professional Ragulaflon. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition ofthe Florida Building Code, and to verify that the product is for the purpose intended at -least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revilaion in case of a Building Code change that may affect its limitations and conditions 1. EVIDENCE SUBMITTED: . U I I IATI[nri nnr,i u­ ­ ­ - - � Drawing No. 20-175, tMed 124 GAGE GALVANIZED STEEL STORM PANEL", I Sheets I thru 18 Of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A, Tiffit, Jr., P.E.; dated 07[27)2020. This drawing is an integ'? , ,V��t�,�)4,&, Evaluation Report. ,,,,, �t � 41; , ,Q', � .......... 1, , ,X - .� -, \� " I �, - - 'ENS, ­�Sll- ,,- -1-V 4c- % - t - , - - 1. Z -- , � 167 *, S - ,�,17 .., : : = - - � * -. * = I �� ��. / :� -C'. STATE OF ,� i � -P'- '.0'.. -/ to, x,,,-'-QRtUn ,"9� 1, 15 �� 11 �.` I \ i Z, " eN4X6�% 6-35-5N,W 36th StreeL Soil)e 305, Miami, Florida 33166 -Phone: (305) 871-N/1 .,',M-1531 14010ftlilk10% I I -COMPONENM EQ8 REOULAR A LIFE SAFETY MRM EMU$ (SCALE 1/2-I-) -- ­­- , ----------- --tb.IW C1TRALW1ITTH)---------------- -- -------,---- - --� - -,--- -- - - -------- i5 I W (W& WON)_ - I---.-,-,.---- - I--------------- ­-­12-5007 (EFrECTW WiD78)­­--- ---- - ­­­ � I � 1 -­ ------- - 1­6 1/4 , i I I ------, -­--c��­­­---­-- , -­­ ­­-; - L . . . i : . -� ' " - -e 2 .� - - -� I I �' "��- I !:I... DRABE ' - -- EDGE ,� F 4� 2.000' � ­1 All A 'ILIT I_ . ......... . ....... ­ ­-, - ­1­­­­ (D 3TPJ1MLJeAHU =__2,1 IE1* - ­ 1�111,,11, ,,,-,' ,,�,�, - - , , JI PAN113 END UP A � ­ - - -- -­ � W . / � 4 r. AAMETI - E7��111�' , ,-- I �, I � � - , - 2, . �/�-,11 , - - , - 1'�� 10.011 . .,-:�­- - -­.- -- 3.V5 , , - 4 // 1, ".� . ZI-1 ---L-�,- / 11 -Q��50' - �, "EMM"D I � ---- �: �­ � 1�1- L­ ISOMEIRIC Yn DUA" ROUNDED CORNER 0 ORDS OF PANa*S Jm ; F140 UP W/ HEMMED EDGE. (N.T-S) VARIES SEE DET, 1/14 A 2/1A 15' IONG -2.000 , - -,- ALVAINUM ANGLE �Pul_ �"'. ,-N > �! - - ,1 -11--,%--,, �,, QD HIK 1 -111�500 1 ­11�.N 111 , " I �­ ------ , ­ - I I . 1. . 11 - 1 1� rp" GALVANIZED �r ASTIA A-1 �'A ' ,�� ,,� f"" e ' 7 r7- / ' ,� I i . , , � e ? Z * zBsr I r GRADC so M I.. : G-W CA � � ­� ' '�� I / EDT- ' I ' DETAIL J 2XAD' ,24. 11� I TYP. I ­1 -HEMMED . I T - DETAR. A- , I- EDGE I]PPAIL A I N ;;0 ----- , .. ­­ ----------- - I I 4&tr � -ttl (9k END STORM PANEL I� 2.167� --- .125, 1/4-0-20. Too" 1.250, �.100' U� ] ��- - JbIT' - i R. S. `-`7- , -. I - .126'�,--tS STUD MVM .M - 77--.-, I I - � 10 MKILE 0 . -7-MI*-�, i : I f "' . 12 'Ir ot� I ..... , r - - 93' 11 . � . 2.0001 1.5,1 � ­1 . -.1 -09S 2,16 SEE DUAL I .. Ir- 2.125. .osi: It a ! _ �-: I ' -� ' " ,� OL 37t I ilgs. , , �=L IV.) I I � i­­ — I - ; I ­11-1-11-1-11 .......... 5. W.­ 1­­1­11 -� --J,EEC`-- ,,, -k 1 - — t" I I "A �1,� I 00 It I - ­2.001r�o7-�; )�,Dw ,­:�w .h. Him (�) *uLflum (�) ANGLE (R AN= wrrm STUD 0.3"* .374" J.3901 T last- t �T -- � T`P� EM Dpe '­­­ I � ­ ' OF EIL . i . - .-- A I-- 1 ---;6� 1­- - �­,� 63. - " ---- � '; M. . 1, , 3,4" f ­ �­ i , 01,1C r". Z75, 1 4 -­-) I - u ! 7i f -:- -­ --r j . I � I_- t -.0 Z907 � 1.3'43- � , ,-­ ­4 i ­ 00 � , i ';03 in. I 7isiw- I. - i. ­R` - �aw. I - W, .W* , I (��) KEY HOLE: wAsHER U -- 2DOD.- 6 -177 TRACK AhMLE - --,0&3' (�) - O". ,�44'�!� ,,%,i%I0IWW,M e �- - --- - i _ - � , P, TQ44 0 .�. , i ---",) II't�wll� ... 7;11��. GA&0.16.'.1t.1 I - �,'- , - ­. .(p% 4 - , - t,;3- 0,;��, � P�..` \\ , � I* iI �VXFVIYZ. "-I - . %, Xe* - ­­ / 8- �� S t� -.31 , �� 11 I I I- - , ��f A .; ',. 1 . "I I � 137r,K No. 44167 - I , 41 i-­S.�� 3 ; * : ;*E ` , , --- --- ' =-� � oar-! f� ��'� ­­ L -TM, BOTTOM 1� .. . Q7 Z� in Nim NUT EDGE OF PAHM k % STATE OF .. - -�V' WIND �� ,i ' 4-� Z- � , .12S- -715 KEY HOLE " 0?�'.' q 0 Rat - - *4 4 - - - � . "I'll., * ­." .. ZIm..", , , &A, � AT PANE 'A'A �, , H I - 00-t-�: �-- - - - ALTIRMATNELY, M "No At" */W �� r / r7;,-1,r1 AIDNOUTHIC WASHER W/ AWROWL - 7/11*00/32' WMe" (SMINUMS STUD. rA MOXEL P'NIE0 SM4. - M4, ­1 ?B5t'. .'a'- ` -- , ` - I I I - I -.­ I'll, I I I I -f----- - . -am) (9 sal *r TRACK 1/4-W-22%, 1.1 . 'IN &S , RhC" �'150',,- TO A= 0 , I 12 ,/-,* ac, I I - --f �. 9Z � 9* SEE - I lz-­� "' , I , - �I I- 1 �-IMB. I ` I Cl 1:W111 I 11: = � ­J maviiii-13mill -1 7W - -J ,1�5'�J�*-9-20, 304 SERIES - � S SAID RIVETED To t ,1 � WOU * 12 i/2' O� 1,5OD. e " , 760 I - It ­ � I M ELAT PLATED Wmi STUD 11 - ­­ INKAL0914 DETAIL5 EQ8 REGULAR NEL.52 & EW 9.05M- OnUS FOR MALAM IN PDMI CM40M INTO EX151ING 29URE12 CONCRETE 9R CONCREIE BLOCK STRUCTL!RES 92M am M mm I. , ­W OR PANEUMATE I'DALE 0, CONCRETE ANCHORS `�,' - MD FOR RM& IR SOM M U HANG ffM N& SYSTEM PW5 OR CF W-GW -­11 -.0, - I ;EE SCREDUS ON 54m a 4 2) I ISIBE SCHEDULE ON I - � . I III... I � -1-�-mli,- - � ­" �- , , - " I ,\', � ,J --�, --c I --- --- - I -" /2- � 4 IV -�o " , � r I' `1 � I - � -1 - I I , i t ) ". MSA, � I I eWAA � ,�11'1 4 1 1 i � , , r. Movil"Imm I I .1 I C ), , (�, C , * I aw=% ',J � � I �� � I -V - = 1� I AVOLOICID. 5 V , " � ! I GA. I ;;l� PMIA -411�0 r - I � " �, � , � PI'A I - - � E?. ,� I, , 1 30 � ,�. i ��i�4��',', - ­� 1. 11 �7 xam -1 L-T-M It - ,-/�\ , - I I 1� ,� I . - 11 , 1 - � ; - ­ , �� � :iS:�,,',,,\ J, , = I , �Zl � rxisrm POURED I Ei ­ -- +1 -- - - A ,te -�"- - , e i 6-� j CONCRETE OR � . - AMAT i - I I . 1-9L) c""'a""' "Lo", [ il�D 5i -, " . I I L!­ 2- i � -` ) ------. I - . � � i A- I I , I � I �-- i I i I;ALE� T;W - I . — �E&Eil- J I , � r 1, � I - , , -, � /'.-, AMP't 1: . : �,�" '': � � �­-­:-_-, 7­11- ­­ ­11­­­­1 1 ,- § � I rZ. ws� . VALW rA�N) A,n I i ­ AT =---� � � -;,Xr WILD'm i ------�, 0��tlhn,. I I AQM1 qW ,/2 �Y i ! "/*,., v, : ". r III= �, I I- �, - I - m� I 11 - .. --' At'. � --- L - -- X, . I , I 0-�=-,— i I M-I,. I— I ,W-- r -M = - 1 -(!-) T,, ITUMM I IMePIP, (11-0. -I � IT, - - i ( i-I, W - aa7­ I I -I- -- I i : I/W., 1 Vr: r, : Z N � '/' - I Ii I , --/ 7-f" I -- R C-1 I&V i : i -./ = 2 I �"-'�,-I�/'F�- 'I'��r�'l"'�'�"""""",",�� I - mm.. � I ?- ­, 1,)I.0 ,x­l � �� ;1 11 i ;1 -7 I ;� o 57 777'7777 1 Ile : N, 7, ,�� - - � '. 11� I, I � 7 \---/ 11 , p W=== SO. - � : EXISTING PoLdLED I 2 - I I couckmo,t --- I I .. i I " 1;` I 4­1 CASE Q mm) ", V.. r I CoNoR, � I'll i - 'E4,47 L 5� ,I - -n BLOCK D, � Q%A-,(P"b0 -2 i ExISTM POURED I �', WALE 1118�1- - MIA--- . ; coNcRm OR ", I - � � 4 i . ,.-, � CONCRETE BLOCK � '� 4, - I I-- I 1/2' '- 1=­gft-.2.,y4- .& 111=II ­. i I � RECURM i " m7j U A A I ---= ," I I I -1 '-ZIA-- MM"M"i"k, .- -,, 4"-w OR PA= ,' ," - -..,- -­ - t - , aw , =C -w--=.- )-W-.'-M=- , ,;g,r-..-,­­ - =6 1, - !�,) I " � ID TE .=- �-.- PULS OR a IN ­ CONCROT A"HOm" ­­ -, -- -,--� �!�,�-���", - - 1. I t%m SCHEME ON ----- - 11 � - I - - ISCE ROREDUCES ON SHEETS 8 TIIRoUw v �;. � . � i �---I�, A91*1� �­��, 's a 6 2) WALL MOUNTI 9 p.m.) : . '. BUILD I I t - I:<- I i , I- \ -�!) / , 1-.0 N; - &15, � A � - 7�-3)-, Sc" 3/8-1* -­AWI Am&, *4" wmR "I - I "` iyv= - I MAM WTI) I = Ie" Ix, "=, -EDGE OF DosTING * NEW , WIDE A, VARIES A, I/Ir I EPEUN6 I I ­0-9 THICK'ALUM. TUBE OR I' , . ON ., CASE F(ELANI ­ j .- - STUCCO/ P.T, WOOD PLATE SPAM ,f 2', -- , SCALE 3/16-1� I , r �­­Dmm � )WOOD RAND - - � , I ;;,e ! - (D � . , - * NEW I" WIDE � . E . VARIES ,, 1/4' N= MR COMBINI&CON OF SFC71CR " " i I ALUM. TUBE OR 1' . VARIES .;. -" I -1 I I *i- PJ WOOD PLATE SPACER : I I � BEHIND MICK ­1 i � I " i i TOP & BOTTOM MOUNTINGS CAN BE P; " - � � . CONCRETE ANCHORS 1� , I i I COMBINED IN ANY WAY TO SUIT ANY WE (I vm) '.1 I xri� Isuc st,othf *4 " K c.,I. I INSTALLATION. ­111 I --,-- I SCALE 3/1 1 SHEETS a . III 11 ,,,,, - ­­, , . . . . . , t -] c . I -I I d) I- -MIT , "W�.�14`4 / I - 2� I'll, 7­0 I - ExIs"K; R 1, I I W."' E "-XA,, FLOR A BUILDING CODE Velooftio AlF -mcnIr mmm ,- -- - MM� SAMAI, LOATI ne (High Hu cone Zone) TO - . K Z . 11 i5; WAN IV= w- tP. 1 1/7' W cotim $I= I , Me= THM, .. - , *= ,N&W 20 GAGE GALVANIZED STEEL PNWIM) 3 .11 � NE*N,. = .1 NO 44157 *- - STORM PANEL m"N r i = . � — x1io. SECTION XnX z*. scALE 3/w- - . * 11,�+ �,-� - . . -1 - GLOBAL PROTECTION PRODUCTS, LLC. w"'AAM'" - DETAIL MER5 REQUIRED ALJDP-QR ­ b iEO& � — / IILIECO..c, \ &w. 51 51RIXT - wn - rO,nMQ WANDA 11"P2;2�% Riot, ,%V,,V'Zo-z� VE-w im. wE, F­ 3331,IeI.,)� .... IM9111 IRAGIMA = Z � - - -1 =T-401orA.r. "AAMo (Nw)wo-�, FAIL 20-176 -% D* 1 �� `�&, � P / -- ! o-t-HIN, - � POP .-I., --I -- 1hPV�"mcNAYmc/r.w --.M - - — - � , _,p ALTER A 14 AT - . � -11OW0 I W Amox a j I t,.�F ::� � ! �� � � � 1; ==d I I PAOIDU,CfFXAI,L*ATIOIqREPORT140. liL6727.02 2 1 2.2, TEST REPORTS Large missile Impact fond 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# 0814-91-01 dated O3111f02 witnessed by William R. Mannar, 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 ProtocolISTAS 201 & 203-as per section 1609,11.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Navember23, 2010, signed and sealed byJurio E. Gonzale7, P.E. � Tensile test report No. SCM-198 by 00 Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as per QC Metallurgical Report No. 11 OKM-1 31 8, dated December 1, 201 0 sighed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. C fiCtIMPIPPIN11. IrIA1 ­. . -.-..- On 24 Gage Galvanized Steef 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 rationaland comparative analysis, and in accordance with section 11604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18110 and 08/27119 tfor this revision), signed arid sealed by Walter A. Tillit, Jr., P.E, 3. MISSILE IMP -ACT RES116TEA I-N - , -M Large missile Impact under Section 1609,12 of the Florida Building Code, as par SSTD 12-99 Standard and TAS 201. 4, WND LQAQAAE&IS N JA---G-E 24 Gage Galvanized SteelStorm Panel hasr been verified to sustain Wfnd pressures, Maximum panel length shall be as indicated, on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has Won verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PRODI&I EVALI ATWXX1?9R1A ��� 3 5. INSTALWION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru I 8 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, 1 5, f 6 and I 8 of 18, of Product Evaluation Document (P.E.D), drawing No. 20-175. 6-MATIERIAL CHARACTEMSTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D..), drawing No. 20-175. 7-1.EaAIQNfiAW��� 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 T11teco, Inc. and signed and sealed by WalterA. 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 WalterA, Tfilt, Jr., KE, (Florida License No. 44i67), President of Tifteco, lnc� (Florida CA-0006719), WAnLL D:�TILTIPCOADMON RECORD-5 I?� E. REPCR* GALVANIZED STEEL STORM PANEL �DRWO#20-1 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, W 0. 2W/10, 3W/10, 4W/10, I'll 5 5W/10. 6W111 & 7W/11 �_3' MAX__-_ __- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 9 & 9 j, MAJX I' WIN, 'OR WOOD SEE SECTIONS ON SHEETS 10 & 11 --- - —I' MIN. - I I - -- - - �. � . 0 0 , a 6 — I I I -T---T --T--­' �­ I- - - 1 -7--r -F- ­-.1---.1- � D.M.,(�)� (�), (:D+ & I ­7-­1­-4T-- - I � -,-T---, --­T---�, ­ ­1­1-7- "I ­F -111---ii � "I , � I I � I , I ­-, 1 I t I i � I ,, . � , , f.-& no I - ---r-1— � - . i I � . i t ; 0-(i), 0 ; ; I I i I 1 1 I I i 1 1 1 11 , �, I 1 i a 1-7, ! 1 I 1 , 1 1 i i ! : 1 1! I I I i ! I 1 1 1 1 I I I : � . I I I I i � I �i I I I I 1 , I I i I 0 . , t I i i � I I - A E i " L I - - - --­ -- -1-, - -- ---.,- . ­ -� - 'i � - . - - ­­ --- # � 11 I A , - I ..17-1 11 --- . - � -1 -- -T7 I- -1 -7 ---r-- 'I" T---I--- F [---- -1 -I � 15 r I , ; [---T--"` I I I � . I I 1 I � I / I : I 1 I � � " I � - I ,��- - -� I , I , I T ­ ­_1 ­ --4- 4 i i . � I I I F14V i I i - + I 9 - - I I` -f -- I - --t I i T __I -1 ­1 . I i I0I ......... 1__- r � I - F I I I i 'I i, I I I I - I I , I , � I - - ---- I I I I I I 1,17-,""! I ftd� I'l-i ---- i-I i �-g UNBOLTED PANELS 1 i ill.--,� I - BOLTED PANELS W/ 1/40-20W 1 - I I I I I ts * . 3/37* 1 SECTIONS AS i i � I I " � SOLT W/ 7/5 �I t (SEE W4,EM'S, . I I I 1 NUTS 0 EA, OVERLAP � I � APPUCASU) 1 i I 1 1 1 (SEE SECTIONS AS APPLICABLE) � � ! I 1 i � - I t ! i ! I i � t­­ , � i ! I , E ; � . � i I - i , 1. I --- -- ,� . . - - - - �� - - I -i--Ll 9 - - L ­- I I I - -- I - -1 - X � -- -- , -­ .. I - —4, - I - ­- -­------T: : � , --,-- - ---7-- F " , I CS 1 � . F, I . I � . , , , - ­ I - I 1 1 i I � I I I I . i I F - T - -7- - -- , EQ 1 I [ , I I I I ! I i � I I I I I I I 1 , � � 1 I I I I 1 Z & � I . � I I f � � i . � 1 , I I I � � I I 1� I I � , 1 , I 3 I I I I I � 1 1 1 � � I � I I I I � I � �V'41�1- I @ - CA) ­14- . I I i I I 0- D, M,. (9 I I - ­ I ­- -- , -- I --- i � , i , I -- , - � 6-� ­-L -- I 1 o 1,41-1- - -! - - I �!' - � , - /7-�, ,­-�� 0 , I ji of 01 � I 4 i,� I @-T,' k4ff,1,8A� , 3: --r MAK: � MAX � �--- '. WIN, - 1/4, 2/4, ,3/4, 4/4, 5/5. 7/5, , MN� 1W/10, 2W/10� 3W/10, 4W/1% 6/5 5W1IO, 6W/11 & 7W/11 � _- ­­---­­--­-- -, ANCHORS! FOR CONCRETE SEE SCHEDULE ON 94EM 8 A, 11­ ­­ .­.-­­-­- - - FOR WOOD NEIL SECTIONS ON SHEDS 10 & I I L$ 1) & 9 ELEMION NJIS. 1/4' M­ GAP 167* -I , ,MNL OAERLAP -1 *KU VALLE-) � ­-- -- A­—A --�­ ­11 ­-1. -1 I ­-- - -- �? I — ,,, /—\ Z"A'\ /— I—- - Y/4' 4, L �Z;"` � AII A 4 AAAX4 � I � .... I I 1 4� I 1 '. 1. IF ..., - . - FLORIDA BUILDING CODE (High Velocity N -cone Zone) Z " No 44 . I P=1 TAM= W. 70 GAGE GALVANIZED STEEL STORM PANEL Fy ! 167 ".. = M- W., ,I - : * : i ON Z 1. � = -- � . , - GLOBAL PROTECTION PRODUCTS, I.I.C. ' 'M.1 N.T-5. ��- -'O'.. ATE . 11LIECOm., Z � �*� 51 � lk,p - a 1K. W- I CIQAE� R­ =I,BK4)We_� OR CANN, 20-176 , ,� , I=== � DNYARN19-�A FAX,- "If � , i ;; ­­ . . . . . . ` I / A ZZ - TP am -.1.1 .� "19,W"I;V.Il�,,,,,.*w4,,,--,./��", - . , � - 1­1 — - MWA; #�. I ��-:Wml . MIEn i M A I � I INSTALLAIIQN 12EIAILS FOR RE9QLAR PANEU3 & U INTO EXISTING POURED- -QQNCRETE OR QQNCRETE BLQP,L( 5TRUCTURES ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9 ­&QURE0 CONCRETE - ­tOURED CONCRETE _--._---, ­-WRED 1E � ..gr a. -- - ' ---- - FOR WOOD SEE SECTIONS Of' SHEET 12 I i CONIGH11,1I, ULM- Rmon, ANCHM i I CONCRETE ULM on : REQUIRED , I �3" 161- j, REOURED 11'y., ANDMOR' zoly, 3' M- oot O~ .1 WHDLE VAUCY) % 2 I' W�, '4r-� (RONCRETIE -- scluSku ON I i ME . � � L -1---0=:."1-111 � i � ­­QoACREE � ON I ; ; - I F*" � -1 i- I I I i � %W 4) ZSCI TOSOULE i i : I I- - r , I i ? I i . i I �� -� ; � - I � i � 1111 I � , � - ----T -----I i Ar I * ! , - �1' � I I z 1 � i; 0 1i i W , �; *� : , I r'*, � , I , I - � j �:­ -- - -.1111, ­­-T " I i , I I., ... - - - 1.) ­-11-1-1- I I �1� q --, — I ; , , I , I. � ,.I i � I - -1 , , ; i ! � 1 � , I , I I ; : I 1 1 L � � I � ­�', I ! ! t= �� - : ,-- 1: � I C ; 1 � � I I � I - I I -" I ; � , . I I I I I � : ; I I 1 , I . . . 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BUT I !! , WIND RUT Wa/ 7/8 I i � ; �� -­ ­ L- I � ,� '& 2�0* (MR OVERLAP -_1WHCLE MILY) _ --- .­-----­- ­­­ -, -- ----,-,- : , I-* � � � I/r; i III 2 J� 1­­ I I CONCRETIL ANK"Oft I k,,4 I � �­_= ANCHORS SADIGUITED CONCACIE ANCHORS � = SCRIDULE ON � - IS& SCHEDULE ON . � SKV 9) 1/4 Mo. I .t i 3 ! (SEE SCHEDULE ON SnESY 9) 1 94M 9) � I OLCV 09 I i� " =�M A) tgx= DA ---- REOUIRM WA MQUIlMN9 ----I�E OR B12c, REOURM UNTING REQUIRED t9m&w . I �� -&Q va 11 .- va USM 10 E,Mwhl4, X: Tft,..,�-)��, 10,0-01�� ,/*- t-111" " - -, I----- - - 'i;. — FLORIDA BUILDING CODE (Nigh velocity No Cone Zone CO. - EDGE DISTANCE ( SEE SCHEOU E ON :: T & BOTTOM MOVNTINOS CAN BE AW TO a, . % = . .. - -" * - I B ** 4=�A - .��­ a *. S 77-- - � "O " 0 / .2= TIO� � 20 GAGE GALVANIZED STEEL STORM PANEL - I GLOBAL PROTECTION PRODUCTS, LUD, IILIECO..c� F.P DWMW BY'. w/n/Im WX- SHEET 9) COMBINED IN WAY SUIT ANY INSTAILATION, -1 11��12 -1-&140 QK0 S.W.$ SIREE, - - R J),;, , -7 %11 - - . ,� F*k TILLft TUITITHO It ZVOINCOMMIR 40MIRMY 0-4C 033314 20-176 � -...,�,�*" V, - . . ixv - Ir - . . -, (01IX,645. -AM . - ..,t,M:tW=AM, VIAA , FAt (%�)11" PNCW -1� M4. CA-DOW10 -.1 I A0, I - I — I - ft !!� I "'01;,;4'1'11,^,',,;*�v4x,'"wTuK/a�ye I j I -.-- g i,.tg M A I � --:4::� - wor 1AL" X - MM-TA WU & — - a " � --- I I -�-J (1) (1) I= U) ­0 -ffi > 0 (3) -= -ii-4 -` 0 =3 2 (L) (1) L- CL CL C= 0 ­0 0 L- = -6)-1�-- cu (.) ­0 (1) 4- 0- C/) - a) -t- = (1) -0 0 -0 -= _a C= 0 L- 0 cL -2 a -2 a) �:: Cu = 0 -0- — M LL- 4- 0 — Cu > . Cn a) L- -6­0 L- 0L :E �-- CD (n .M '.2 . = .4- CU Cf) 0- < a 4 Z Z W WJ M C%J C= C%J I W "', L44-­.�' =3 1 r""""""" U) (1) C: M 0 L. L. =3 LLI :R < Z ;Z < -J 0- 0 . - G '1� L11 C) -= CL - 6 E. 17� = M 4J -= Co ...; = LL- .L1 M cm Cn -M C-4 Cn W C= -:X - C.Q 3: -T W .!2 =­ -= ::. E - C, -= W Z, := = -M �I: B. CL� Cu = .5: (J .E . = =,. = .= - (n CL = E M 0 E: U C3 4 (D (D _= U) M > 0 L— CL CL < -41-i 0 =3 -0 0 L— Cl- (1) Cf) M En I I I VII ; - - ---- - ----- 1. I -�111111 i 11 ,1,0� I F -,��LL 1, "L.." �-F--- - I I i I , T F I � i ---- I SHEET NO. SH 1.0, 1 i I I I .,m bag) 1 fi f 5Ci46it. 1i3 =T.• 1/4- LLPX. �w�I,wlA• s sALa. ►sat r pEt M •-0' AM- PNHD. ttE9mf PIKE M1pID :t xa2A Yi1 v l EDGE a ORMD {NL CDNw1OHN) MULLION SCHEDULE bp,/kpa'15 b A.) �hlmal¢ 1_ -TxR lu.f. S,CtO119 H, 3, L a Amon, a • SPM6 VALID FOR AS.D.2DDETs,C i PRESSURE RA7MO n « � Ti00 55'�O5 Wes. _._ _L'sSl� 8E OItKMifO SEC (T ym T SCALE 318a t' NOTE: MUU2AN CAAt ALSO BE "STALLED W/O $CORM PANELS ON TOP OR BOTTOIA SO THAT T k$ VOCATED Ai OOP OR BOTTOM Of OPENING (ONE PANEL, OPENING W/ TUBE TOP & ROnow) � . -tt• MY r�-M,en,utu,n OTY.xi aBartaN) WKLgrr ' Ll3i i/ i, A1RU t�f MA3RA I• � •. BJIbE TML2vf fa., �JKKiMA9 r9APo wt4+CA ��YAt t SG4L�. 9 4 T x. IIIallEk w! a \�/Jj'� Ibn PEIRIMTAN A(iO 1_1 ..✓ � OR inGlrt 3 f ,` aN'� 'H eR A w ri AAxq ANWF G f*AHraP A antatq 55 tS MIA, MULLION BE Oumm MT," SPAN (FL) • TUBE MULLION - 2' A 3' x 1/8" V. X i• a 1.'i' I e �crmN �r-r 6GAE 1/4•ms` y6[1lU0QWt1f PIIRI. N'/$-C' Me . IMMp OT ♦u+SA PaJF/=1N RUe1G I I I 1 ; N1 1 i n• I { E I r �. z 1 1 + ---:'-.. LANWGN SPAN • � YfIA.LYi �1tYLl-• ti ' SPLIT SrOM PANE ELEVATION -...,' SCALE 1/8-1- INSTALLATION DETAILS FOR REGULAR PANELS Cl ;ice INTO EXISTING WQOQ SIRD-'�U S 1 i n P.aro Inrw io At" , av Uno wap+ a r o< _ A TP ,KstPa woo SN+arA.. t } 9M4YA9 w/ f>w ,GELS S' `Vin TIP/HD AQMAAMIOX f /SODA Eva PxKts / '"1 1L AbbO IwAmL `^ NWFwF Rr aAa a4orAWaR �el+n neE +a. i 1 HPAI� dA � F / UA39E Al YO9WM ^ J of Ed31kM wM NIXw4. tl�{ g ,n. ,A2" 16a T ). � 1a^ NI,NPML NiAR$ r t aH ,i lie- m t 1 � A r J' i 1 YNw i 7 Is' L I�+ MK' i{ a M1i I f I s '�It�O M5 '/ i3 • LTMt w . p ,tr at _ rdm` • 4• o : �A.��,jy'{p/f 9 ••T„N9 1C.'i tr+, } , i 7 � � i.% � � ARE � 'L:+ ��^ �.9II 144'aCMt i m nawuAl 3¢ sp43xat ! Fo' uAn 9 _RR., r"�'ivA4A ! WIjI1 MOUNTING $ INSTALLATION - ALTERNATIVE SW 1 SCALE 1/4' a 1` u xr`,mm • sns. rr 1 ab �° s+,�u+ r�e � EE�' � .t aFPa r�� ^a-cae� IjitC r Orr. ' "R KP rileN q aw. . I t ': ML9un x ya � N,m, AUwwd BUILD -OUT I� MTiNG ' I'-,tp�E� awN Hen.," . ...... !r AAP 2NIM. rn..-.. -'�� 11 ON - A�ERLi�lrrnF4 ....._ _.,.... ..-_.. R re F€w A N m rs; A„nNMwm .PIGALE, RIOT .• ;* CEILING & FLOOR MOUNTING WALL_�t :LOOK MOUNTING wALI MOUNTING tNSTALMN - ALTERNATIVE 411t INST LLOONS - ALTERNATIVE SW (SECTiON AT TOP IS LIMITED TD +55.5-67.0 MAX, SCALE: 1/4' r 1' INSTALLATION - �JLTFBN�nYf A.S.D. DESIGN PRESSURE RATING) XME: 1/4' r 1' SCALE: 1/4' - 1` ��rA'h �ta�vr t 11 46 xr w3m+�H w IWeRH AII>RFx -_ wa�umi Nrw DA3mM x,K FLOOR MOUNTING Notes: A1111n1+MINA INSTALLATION - SECTION 4AVd SCALE: 1/4' - I' '.r�7-. ,trA•YO(C[Il I. INSTALLATIONS ARE ONLY VALID FOR SIALDINGS WITH A.S.D. DESIGN LOADS y��'y1.•• LIP iQ +95,5 -72"0 AND PANELS LENGTH UP TO 8'-B', -Do =s,f. P GFLORIDABUILDING CODE Hi itiocl a 2. FOR NEW WOOER FRAME. CONSTRL)MNt WOOD MEMBERS TO BE SOUTHERN .� ✓ '� R h V) HUFf3 n Iona. PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EOUAL „ :•° t0 TilEaa ItlC: rr. _ No. 20 GAGE:GALVANIZED STEEL STORM PANELN(>TIF9Rg�N�BLATTaN ?6 sF�arlNs z > . GLOBAL PROTECTION PRODUCTS CC CO +LE INC- . I 4} '. TOP I BOTTOM Y WYT NOS CAN BE iD a rL M.'F R 'e•,A'•�-x.�" T�TasaHa a ENaAN�a'tl�.rir '�. COMBINED IN ANY WAY TO SUIT ANY +'++r t�S+•' G�� ta�r�;Is/Maa-75+5, M. LasiMslr-eaB] 20-175 .... _ � �v, r�PAmusnmd INSTALLATION, 0 L� a'Hr , wP ,w.a a,..1. .m aAAImM; tNw A. oa6rla 11HN1 SEALf9bNAT,AE/EV7E MtLLTER A rNLA a., P.E. HW ,s-w nit, 7 -. - + - _ SlMSi tO tY i5 _ _ _ _ CONCRETE ANCHORS OONCREIE ANCHORS rGR DONORM YWCH ;ACC SOHEOCRE ON SKEET t4• (SEE SCNEOULE ON (SEE SCHEDULE ON -k.. mw wow St`.�M. fiFE. SECTION ON skw, t3 ww 14)- ;t SKEET 14) ";, F-3'- 1 z' * Iw/15 IA 3/4 ` POURED caNCRLTE ` �'y� V4/ 7A%4 ae 4/4 1, 2 IT 111+/15 _ i s N,X. "-t• tEWRILD.... . Nn. SOA i• POURED CONCRETE' REQUIRED ! Mi1_i !_ 1 MIT }-SEE wDsicutz ON-( I � - Tff SC+IFDINi - �' i '.Y� 1 11�] � l T1 I i I I z I HT ; _ fT I I SIreETCTa II�,�.N tYJffitf P•IN'kU OA�ERwR (lnEfw.7R PNlk1.} �ENTkOR iiWN@If I. PANEL} iI iFM W. ' l4�Ai M GLASS CW�S I A1NG � O EVERY 14TNG N'UT a i4ERY I I jj } I Ll-T • lz T/z' _.C. stub • Ix 1/a' oe. 1 1 I f :9 i I T r ) i Sji I 'T a'4xT' NE. i 4Ex1" MAWNINE i jj E{t jj I Jj{j. , N M - TC W�1+S�PE+EDNU,S ( V W I E I� y IS ._ - _ _L-_L._! ....a_ ._ _.a_ . ._ ... .. - Raw f i 3• Nm.. LASE N _ CBEE an. //14) .. I I r } } TERNATE iCPATt(N I i 7 i I AT EHD PA1FL4) i �y r d tA6Ez Lae Abs II14 AY✓ I / ) G,.jL 1� AT END PA �ACA1tOH '�y� � jif 1M '. f I ! f' • AT END PANCIS) I 4/..k` t I 1 I(ME DErALLS ,JIG t I I PD caJ I Ia xf14) OR w 3 II 13 SLIXSfAFAUNED )' L WALL j I- I ( 1 ) 34aR44' ,z'aE4wts 1 'Hs1wI5 i L AITERINATE LOC4OON ON LIFE SAFETY PANEL L_ .. AREA WHO LIFE SAFETY PANELS E LOCATION OF LIFE (SEE NOTE TBELOW) - ...-.. �.__.�. i.e. REOtRAR P WW �! SAFETY (S RO PANEL - W/O REGULAR TRACKSBE INSTALLED AS fAW.PE/E ANCHORS •, i•. ITELDW) ♦ 1 TO {KISSES SMNFL / .•< ," Epps PA+E1. OPENING SINNL (� `'N Lm" ,••t$'1 PIX1REn CON..REIT-, WAt OR SL.+g OPTION ALWAYS PR ME W! R£AR NANOIE iYJ KlEO W1 CANORION) TO FACKftAiE INSTALLAnaN I€ XOED C^*L TO BE INSTALLED OR REMOVED FROM INSIDE jj(y 4F SCRLiCRIRE CONCRE,E ANCNDR3 1 iEi' $NSRSiU6F ON ' %,w 54) - -E ELEWATION W � A 1 to ,AA MOU I N ?ION cw-E 3 32 ALL. FLOOR �O LNG ! _�.,• RE L� NSTALLATiON / E - SECTION I SCALE; 3/S' - I" - SECTION 2 SCALE: 3/8' - 1" -1jk, GAP ,. � :. NOTES BIN I Ur C[FE?i' iL1RM_PANf_ Cefi M INC4Ey(,LSTii�Y.i i. LINE SA}'ETAT STORM PANEL. CAN BE LOCATEO AS AN END PANEL (FIRS',' OR LAST PANEL) 1 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). B Al IFI.t3TfOR PA1A'i$ $ TER/LAYC IAP,ATNDN LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REWLAR PANELS NX,tE H) Ar IXD PANELS. (W/ 4R W/O REGULAR TRACKS.) SEE Ham I) A•N 2 LINE SAFttY ST(XiM PANEL CONSISTS OF 0.039• GALVANIZER SUM STORM PANEL AS SECTION 8-LB PER COMPONEHTQ, SHEET 2 OF DRAWING, SCALE 3/33••i• THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE :INSIDE OF STRUCTURE N. 3. LIFE SAFETY P REO-RES TOP TRACK TO BE COMPONENT CD & 807COV TRACK ro PPA Tit, 8E CONRONE�ut AS PER SHELJ� •vy 2 OF THIS DRAWING. �4 COMPONENT10} Y BE INSTALLED WALL OR FLOOR MOUNTED FOLl.Ot SECTIONS I & r CN][�•'•✓'F, r, 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET i4. '' FLORIDA BUILDING CODE (High VelocityHuniconB Lane. 4. Mi.. LD49H FOR COMPONENT®IS iS'. g �D' •:'� Neu. ANCHOR SPACING FOR COAAPONEN7 ()ANCHORAGE AT 6070M IS GIVEN ON g s tla2l rim• ILO- F.P. - 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES I & 2, SHEET 14, YA $ N BY, 5 � * :. AT£ E8i•"`YF a - :---, COALPOTon Q) MAY BE PERMANENT OR REMOVABLE- ° • P q[ /y�PROTECTION PRODUCTS, LLC. SEE DETAILS Fi1R fNSCALLAEION INTO W000 FRAME BUILDINGS ON THEE` 15. S' "P DR { y, y HNC- AAC-•,E,.,, im &* 51 st RET 6' SEE $HM 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE JW.ALLATION OF +eIA,'1Y H5" DIVA1• AW� .AAA 3•a, • & NE Na DD ANY {95+ r. FAIl:'(4W}9BP-eTr7 a. aM: aw.wAHwmKc n A71w, 141GFK: 20- i 7B SPACERS A7 TRACKS INSTAEtrn ADJACENT AND BEYOND 70. STUCCO,/WNT00 BANGS. AArA!! RA •He:.,1Ke)•Ia*_-OW rr:pmA Hmwat AINNI * :. PK CA-0�5]79 - WALLET A TI13A Ai• jE a n-AM 4 +. _ _ SHEET ,J W •,SA :. MAXIMUM A.S.D. DESIGN 62-ad.) AND CORRESIM11DIN9, MAXIMUM PANEL i IVIN -0 SCHEDULE AIN m nW v TY,IN QAAM s I7 ..ti1 - I ATY�M¢ AS NM1XIAIAI ASQ M_ PM&((j1AL,uyo-iG1M (SEELSECTTDNS) MAwA, "'no" TO } PANEL COINWOON +r ro �dnps Am OF THEM +35A -79-0 7'-9. OR LEM 2 I/4' USM10 1 THIRD $ A 7 .35.5. -ILO >7'-O° ro $'-r Mac % 3AN^ UNBOLTED I THOU 3 d T i 59.0. -72A >e•-KTO t1'-x' kmL 8it13` °�t $ .43A -A.0 IV- , &1 LESS 3 ,/2° ` 9, T a 10 • SILTED W/ TItE-2pI• sS MS' 4L TPBKRPIT AT O]AEAAP a limuTom Of PANEL. CALK ONLY FOR PANELS(1)& LISTALIAFTIONS AS PER SOCDCNS 1 THRU 7. ON SHEETS 4 & 5) M VAIUM AS D. DESIGN RATINGPRESSURE �i) MAtl�AU;t AK1B1m spiom FOR EC:. 3 11Y APPLICABLE 1.0 i # MAXIMUM! PANEL LFNGDi "L' (N.) j AkTor THEN TANACON CF w-GRIP CALK-W PX�LAi11E FBNLE 0 PA a*7E ,ELMS TO CONCREIEI > BLOCK Ta &ONCACEE i0 s tE G BETE 1k Cd+LNE.'IE C TO CONCRETE C �tE • N/A N/A $' N/A. AN/A d' WA i 6' S` N/A N/A $" G, $• C O' r 1 (BOTTOM) ) €` I N/A NIA NIA $' I NJA B' } N/A r N/A 2. fWj r N/A N/A N/A B" N/A. S° N/A 5' +55.6N -77-0 r AIA A/- NJA B" H/k 1 S• 1 N/A fi i NIA 3 a 4 (TOP} f -t'-6' ON LESS OR LES5 : S. 5' H/A NIA r tl' O' 3 (BOTTOM) $' N/A VA V. 4"' N/A S. N/A 5' N/A F (TiSBA) 8` $" fA/A •N/A A" B' B" � B" S" 4 a ? (�F77jObij SEE SKEEM 10 a I I FOR ANCHORS TYIY a SPACING FOR WGIANLATiW45 INTO WOW GRIMY BLAU D, ifMN HGCATW ON "apiEWtE BIIIUCB M1'4'IaR Dawn ARE mw SPACHO But VLti -SPACING SHOwN ON %ME6u� THE FOLLOWING FACTORS MR THIS GPVVJM TO at POSSOLT• SPKING; orma Us-* FACTOR B,NL Not BE LESS T1MN MIMYNM TRADING OIWCATED FOR EACH ANCHOR TOE AT AUTHOR'S UGIA1, AMID T1L t/4E 1/4'. 1/iE 1I41 ,/4'. Ile. -_ TM•W9N K L1i=C11P µ TALL(-0, Selb-$i tih Amatait DNM 1.) 3 3 1 3 x ,/4 3 3 3 a to ,Se A..N Caaab war tail a 3 3 ,/} t urn 3 1/2 AGAR m ow 9Bw11C4} iA=k is 21n• - _ - .bD a.l - -• v4` I.a.. s/9' LOW BASS BILSTNNG W/ INSTALLATION DETAIL, EQR REGULAR PANE..LS & ll PANE -LONG• $5. M5. • 8 1/4. OG FOR PANEL I.f1A:iHE W ro 6`-O' AWD $ Ile Q.C. ll,T4_E.ISTING SMOODRUC�;tRE. FOR LENGPIS UP 70 If-,r MPG- DR #1A-ip. FA E�L//aAA'1E PEMkf 10 OR PANELMATE PLUM C Tz ETRa D. D, WIN 1 i/Y 111` *H1RTiADEO PEN 1XR1TO TIN T I FOR ALL LE?NGMS UP ' '• `„" , t - _ „y ; I TO e'-r Lb•. 1 i" , a SCRENB •.B` 4H.c.. W ( _ f !/y ih PpiElM1CIN TB IBR. J r, I I,} rF f0 E 1 Lid i PRWMa s f 4 11 }{Etjj A A I I} I , r,, t x 4E. 4 TI { @a / ED gg {: i E I 3' '1 9 I 4 1 iI i� I pi , 1 N $ I .......- EO i _ f I I i EO { E0 1 I t �r 1 EO ! w EO 1 T I I � + aUYV'L� !j I + i. ALTERNATIVE iW ALTERNATIVE 2W SCALE Ile- I' sCAE 3/8••Y' 1 f L � SC p SEE OR "I LE ON BaET 8 I .--.-. FOR Mfr. sFPARATtA4 ..._ . 1 SHEET - FOR WI I r, �iG V W e sEi+A mo ir i To mASs, N : j CA4W1' BA+a)a d t3t 9 OD. 1 I EOi -.,,. ,• Ss' I !... ... ,,<,E I rOR k I, `;i -- fj( .: ,TOLD, AAa 1 N 11 i .• I.B. , S e• LING &Li56 tY.SNRIN i.. )e'o- 1 ,• 53. AN - WOOD PLATE i twD i ' •' FO , PANELl's W5. 0 $ , AN 6 FOR PAlkl Ia3+GTHs IA➢ TD s._O. AND B G7 .0 k tea. AwNG N ♦ x o , I ,/ ;It FOR LENGTHS uP 10 ,Y-8• 4'•1"YfR 3f OR /,4-10 NMNE441E RLW.E It OR YAPp,AU,TEixb . HC Od. W 31M ALTERNATIVE 4W t k I f2 w nuFeDm PrrEeRA,wM AT WOA piN OF E%5 MB N07B P TINE FOR , 2��� Town - 'Ir ,�asA�n n a * 1'' U ALTERNATIVE SCALE 3/8-1" SCALE 3/8.1• ALL LENGTHS UP TO 8'-e VAK I LIREGI Illiil N QN LL CON R LOCATIONS NOTE -i-SHUTTER TRACKS NO SHOWN FOR CLARITY 96IE�! SCAB: 3/ea1" SCALE 3/er i' wpm T�E,IHAA !r,, ''•A r 1. INSTALLATIONS ARE :ONLY -7 UP' TO 55.5, 2-0 VALID FOR BUILDINGS WITH AS,D, DESIGN LOADS F AND AN P B•- " PS G PANEL'S S I-ETtGTIN U. TO B >'' as BEN$ ,, 3':. � " FLORIDA BUILDING ODE (High t[+Soi La c C N V Hut, one zorte}. 2. FOR NEW WOAD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN E. :,..... WD, TS n'o'A `co 20 GALVANIZED STEEL STORM n.P. PINE NO. 2 WI SPECIFIC DENSITY OF 0.55 OR EQUAL ; A GAGE PANEL miF ""�^"�"• NO'Tt`.F �ONIN•ATIt)N a,=E1^TiQNs. _ __._._.__ F„�.,• ST " .*.. EE:�Ewc_ GLOBAL PROTECTION PRODUCTS, LLC. Fj I ( % �/' {iL SOMIn 4900 On- I3371+ TOP & BOTTOM ►NDUNTI: CAN BE CQMBINEQ IN ANY WAY TO SUR ANY • q+ s' f' "A • 6A $ moment a MQ COMPANY „^' 3AW W. m. MMdaAOk�eL a - Rue.: 13m7 4]1-tAO - rn , OPT RTi -I PHWCI ne4y 9-73N6, FM; t9s+34bsa»T HorHo 2D-17S ,H� MISTALSATWN. HNtEN iMtNNs- E STI�A�h a:-aa0bzw wNSQN A T91)T •f, r ee ,P,�"'i®rz. m ,r-tas _ _ 44'IND 9MV „ W 2d S'TL165 O EVERY OVERLAP 1 1 2 1/2" O.C.) TO FATS#) PN#t H R f R (1 . P.. .I A•o A C12 1/2' 0. a.) Q HOLD PANETj.- a/d• Mn. (CASE I) i 3' AIR. (CAM X) F MAXIMUM AS,D.. RAPAb1t3�L tefY.•CN C'ttP-NIOP CAtR-B PMiYWiE fDwf D PNaAdNi[ PUK AAPYICm E TO SECTIONS t O MVVNUM PANEL, IiMGbt i` jlLj TOflE C CONCRETE To KKK C01C0.EiE g To OCM11 CONCRETE. B 6" N/A N/A N/A 8" NIA 6" N/A 6` N/A 1 & 2 (TOP) 55,0. -72.0 g• 7` B` 9' 9" 9' B' B' 9' 9" 1 (BOTTOM} LESS . 6- N f A NA /. N I A B' NA 6" NIA NIA $° N A / 1 &2 (OM) +wo -72.o 9' S' 9' 6` 8' 1 7 5 ` I2 B` 9' 9" B" (BOTTOM) 1 BD ( 9 +55.0 -72.0-, 8' N/A N/A N/A it. N/A 8' N/A. 13". NiA 9 & 2 (YOP) TO 6'-8`' B.. 6" 8' I (BOTTOM) tMXMiUM ASD. DESIGN N'WLSSIM: RATING xNO " , {STNp w S/C Mn. SRC! SOP Or MNOIj , CAi i ( w 3` 31ba. titWN OF TINGE} APPLICABLE TO sECnONS & T61TN0 EM . MAXIMUM PANEL LENDTH i.' (TC.) TAPTION - - W O O .49.2 v51.5 3" 3" 4 1/2' 4 1/2' 2 (BOTTOM) T-6` OR LESS .52.8 -66.0 3' 4 4' 2 (BOTTOM) 7•-6" OR LESS +55-0 -72,0. 2 1/2' 2 1/2' 4- 3 1/2' 2 (BOTTOM) 7'-6" OR LESS t55.0 -72.0 2 1/2" 2 Ira' N/A N/A 2 (BOTTOM) 7'-6' TO W-O° t55.4 -72.D NIA N/A. 3' 3' 2 (BOTTOM) T-6- TO W-8' ALTERNATE LOCATION AT END PANEL ! B R w' 'I i 1DY MADAM Ass. rATWr Mae PANEL lD@iH Pf@SSpS 0.A1RIG MARAX, IIliAmen II •L• t1Lj 1+,NLL OPAL.) {SEE 3ECIAYvs) 7o GLASS mNllnnH 3 a• b'-4' 2 ! ,AtOLTp SEE SIM:ET 16. FOR WOO" TAPE & SPADING MR IAA "0110HS INTO WOOD FWAIIE WLM% MIMMUM ANCHOR SPACRIS AND QVAIRWH £IOC EASI`ANCE ARE "IAA` TED ON IM� SCIRIOUNE. FOR CTl, LESS THAN NBU7E0 ON SCHEDIAE RCOLICE MID" SPACING 8Y w T'P'"Ra SPACING SHOWN ON ScMULC Of THE FOLLOWINQ FACTO, TOR THIS OPERATION 70 SE PO55191E RE SPACNG OBTAINED LOW F POLL N01'IE MORN DU62"A ALTNC LESS THAN .MIN &M42NQ itialOAl1ED FOR EACH ANCHOR TYPE # ANCHORS kEGZ1N8, l 4 4 / # 4'c ! 1 4 I 1 f 4 7 1 4`. ANOIIaR TYPE ..-._ _.._...� _._.-. ". FORCE _.-_._. PANRm1M4TE .___.... Bit LS vp_c, N, to [AMt-W AAA" AIkN# anima if j 3 5 3 3 2 1/2 Aw4A L6FAlN1 (Ab) -' 3 d 3 3 D $ 1/x. 3 1/1 a "A Im � Ll i aAc" x 53 - 2 WAlO ,m�.. �.-... Ors=fir= `�GENSF •:;i �; ND.a4167 '* ib FLORIDA BUILDING CODE (VAUD ONLY FOR PANI!.5 Q)C W INSTAUAMNS AS PER SECTIONS 1 THRU 10. ON SHEETS 4,. 5 A 6) MA)DLMAi Mkiol" ANCHORS SPICING FOR LO. - 3 1/2' •• A S.R_ DESIGN TAPCON OF TAP -GRIP CALK -NA PNNELIAATE FINALE ID PANE,MXM PLUS SOLID SET SECTAPPIONS 170 SECTIONS i # IAWMUM PANEL PRESSURE RATANC (PAT.) TO GOI:AEYE ro CS9NCRE:E BEI,N; TO CONCAM TO CONCRETE BACK TO TO CONCRETE CONCRETE } at= - -N/A. TO CONCRETE To CONCRETE BLOCK TO CONCRETE TO CONCRETE B ICK TO 00AKWETE TO CONCRETE BLOCK ANY COMBINATION Or THEM 404M Y` (n.) 6` NIA N/A NIA 6" 6' N/A 6' N/A N/A N/A i (TOP) 6" 4' N/A N/A 8° 6` 6' i 6` 8" I 8" N/A NIA 1 (BOTTOM) $' NfA N/A N/A I. N/A 8' N/A 6. N/A N/A N/A 2 (TOP) 6' VA N/A N/A _ S. N/A 5" N/A 5' N/A N/A N/A 2 (BOTTOM) 56,5, -+72.0 6' #/A N/A N/A 6" 1*9fA .. er N/A B' N/A N/A N/A 3 # 4 (TOP) TT--s- TO W-8` OR LESS 6" 4' N/A N/A :..:- 6' 6' 6' 6' 6' S" N/A Nfa.. 3 (BOTTOM) B" NIA N/A ILIA 6` NIA 6" NIA 8" NIA N/A N/A 7 (TO,) B" 4" N/A N/A 6" 61 r ' 6" 8' 6` NIA NIA 4 & 7 (BOTTOM) N/A NIA 7 2/ 2" / 6 9 4' / T - 4" 12 2 ` 6 Y / i I 6 1 4' I 6, I A` b 1 / 4' 6 t 4' f � N/ A N/A 5 (COP/WTiOM) TFO.O, -S3,3 NIA N/A 12 1/2" 1 6 1/4' 12 a/2' IT 1/4' 6 1/4" 6 t/4"N/A 6 (TOP/80TTOAn '-6' TO TI•-2' 55.0. -72.0 N/A NIA 6 1/4- } NiA 6 ;/4' N/A i 6 1/4' 6 1/4' 6 1/4' 6 Ile I NIA N/A 6 (TOP/BOTTOM) '-e• TO IV-2' N/A N/A N/A F N/A N/A ! N/A NIA N/A 6 1/4' 6 1I4• IS 1/4' 6 1/4' 8, 9, 10 (TOP) 43.8. -46.0 6' 4' N/A N/A N/A N/A N/A N/A 6' S. 6 1/4' 6 1/4' 6 (BOTTOM) OR LESS § 4' N/A NfA NIA N/A N/A N/A 6` 6' 6 ir4` I 6 1/4" 9 (80TTOM) 12'-4' OR LESS NIA NIA N/A N/A NfA N/A N/A N/A 6 1/4" 6 Tf4' 6 t/4" 6 1/4' i0 (BOTTOM) SEE SHEETS 10. 11 AND 12 FOR ANC'HOPS TYPE A SPACING Pon I#STALLAILM INTO WOOD FRAME' PALOM , MINIMUM ANCHOR SPACINGS AND M"WM DflTANCE ARE INDICATED ON THAS SCHEDULE. FOR CO,. LESS THAN NWOATED OR SCHEDULE ,ICE ANCHOR SPACiNO B,' MULTIPLYING SPACING SHOWN 04 SCHEDULE BY THE rOLLOWRI FACTORS. FOR THIS. OPERATION TO SEE POSS'su. REDUCED SPACING OBTAINED USING "ACTOR SHALL NOT BE LEIS THAN MINA" SPACING t4KATM FOR EACH ANCHOR TYPE AT ANCHORS LECENO.. ANCHOR ROE /$# .....__._,.. Imco: 1/4'r __-_,-__. Ei TAP -OP 1/A'. 1/4•. 1/4'w 1j4'a - ..� __._ _ "" cuai-w 90UP-1i Me, APpCR 9 00MG (Ind 3 3 3 a 2 t/a 3 - s4ivewPdnKa 3 s 3 LOLL IEQ.,AtaN tJ2 3 ./I A M^ CA OK OwDBQS F A •C T O R INSTAL LABON DETAILS TOR REGULAR PANES & dA INTO EXISTING WOOD STRUCTURE i. t4-1 7E O PANE3.MN PLUS '. a .0 7' . W" p i 0 1 6 r I A f .; ... '•.... i ? TO "AMC ENEITIA N ro i FADED .:y; �' TDUSnNO WEX70 HEADER t= r 14-rO PAN TE ALIAS to [ F34M1 i ll / 4 7 8 I TFI N r. `"` i� PENETRATION TO „•*' READER PEN£TNA f E%IG1'IFM WOOD MEAN{ 9 1 � a' {{ �i 1 `�. 1N000f '..:'" f t 4ER . REC71718YS �` I} I m1P i4 O PANLLVATE PLUS 4' @ 1 O. W 7 8 8 0. I Pt1NETRA i9OM TO Ep671RG Vltlar ME`dDE'R i fi 1 : f.. 3 ... A3/3L L I 5N0 I GYEM • b , a a.c WOOD HFAQE R s2" I AEOUIREO-� � �'• ' .V� i LY ... x 1 __ataa'M�r ;s I. E1SM STD a WOOD FADS' yt¢'� a t a• a L / H 4 3 8 RECWRED EJ P1F + CVUF7 5RJ0 a i a aD. f 4 bl� U ; LJ Jt MI aN _ IL SEE SCHDO LLC ON ` _ BEE SSCINCIAE ON i FOR MINA €FOR W. SA9AFAT10N Grit AW. SEPARATION I TO G1d'iffi. ) til / To ro OATS - •.. M., PANEL LENGTH - - _. MMx. PANEL LENGTH .. - A/tE_4Lp1' AS (SEE NOTE 1 I a7-ARci' YS. (SEE NOTE 1) 1/tE-�xt' SS Mi W/ d/dPU a M/Sg�9t/ 3M/$. w/ 7/wY 3i32. 9NNa PUT, 1 ».._. "___ -) 6 +YEJM CY}%.M .... -_ _._-_ } C Z a jjj 44 E+ Y Duo,' ., :. ._ - - t ) Max, PANEL LENCTII (ser NOTE r) i i , jj }R OF "L' d 14A9 ' ! VAN no y0 ,.., ' I T 1/4 OG 1 ..._. 2a4' WOOD PI �+ -- ) READ PANELYATE PLUS RECUIRFD -- 8 8 T/4' O.C. W/ 1]/8' j THREADED PEN^stRAi%1N 6 MR° WBTM OF PLATE --•._ ' e OF IV I (dy��pF N ) ACRX 4VN]. ."3I32' ^•'-...-.: NV,' WASIHETN a 12 f/L' 6 C .$ °.• r' t ,.yw � ..__. __ 9_-___e.i ", t* +.. 1 r •.. ii 2'vt" WOOD PUA7E _ --.� 2".e NOD PRATE I REOUNED "## c REWIRED 1 j r . `., I I{ ..-_,..;( 4"P LAG D i . OCWW. ��. - 0 : I •i THREA I ,PE 22IMUK , -.•^ ..J'' • AT MAQWWTH OF PRATE l F ,' MAX y i � 'g:.i!!Y'_M•-)..__... ! PRO`S LAG SCREWS MIN. THREADED PENETP.ITWM AT MRlLWOnN OF PURE SCALE: 3/8-1` SCALE 3/8-1" SCALE 3I8-1" 1 m., 1. INSTALLATIONS FOR ALTERWIVES OW. BW & ROW ONLY VALID FOR ;1pt4H1CCLF111lYAri BUILDINGS I LOAM UP TO +43A, _48.0 ps,f. AND Iry S WITH H410'TD DESIGN 2. FOR NEW WOOD. FRAME. CONSTRUCtION: WOOD MEMBERS TO BE SOUTHERN fir- !: I;I11�• •". ., PINE N0. 2, Wf SPECIFIC OEHStTT OF 0;53 OR EQUAL, '.": � � ', 7 ... c NOTE FOR .OMB #3N QF K TIQNs: ND. 416 _ BE 3 -}=, D4 TOP I BOttoM Y WAY TO SUIT COMBINED IN ANY WAY ro sort ANY - - --' INSTALLATION. '*'Q'•. FL f{{(i' - �"i (-,".: -+ 1 FS[, A,• ft`4�t ,AIhAEu �N MA'1 Hill�SE�!'g+>-AIVA-IfkRE S FLORIDA BU1LDlNG. CODE NY h VwbD)f Hurricane IDna. -. r.o-. n 20 GAGE GALVANIZED STEEL STORY PANELDRANK ft '�''' i/L. ECQ ENe. GLOBAL PROTECTION PRODUCTS, LLC. aATc irm0 sW. 51 sTFaE1 - SIt1R TEd?RIG a EMNHMk' O�DOMPANY LAME, iL 3331i P sT.. r. wt xysA+ PMNoa a an» P)Igt6:. II'3f?SH9-]s+b. rAn t4s4)+w+-b7I7 28-176 ,Hxn: ppn cra�o08Anim WH AaAr oa.,AH. am- H4Kr IYY.1v w rnA9xNG N¢ WAITEA GREET I4 or 20 INSTALLATION I- 1/AE WZ sGRPAs • $-,AG. We IN..IQ EXISTING WOQQ STRUCTURES 1 5 F L� eX_IS 1 N1 t, t fi II 2) eoE EO� I I i } AEnuwT.n Ell'- -`� 7feE13�32' i WENT H w sm w 12 M. I I � ALTERNATIVE 1 ALTERNATIVE TIVE Z t ifd" YN. ---Sf4EXi' MACHINE I mm, 1I1n4) / i 4C�.W'aWUS LEDNOOICS SEE WNEDUtt ON 11 /•�j E To GLATIRN To CASs I EO 1 ' 1t I EOi EO ED ,". Own PLATE ,•.„ , t RCOu-NED I-,L c L. �, WgOD P,0 ALIERMINE A�I:,T�A� LYE 4 :rw PLATE k (. RUDUMI3! , } t " 1/4E LAG 8GUWW4 a 8' 0.C; W/ 1 112' Mirt. TNRB, PCNETMTCN OR 1{ 9I9Tk,,5/r BOOR 4 TUSKLIKE W/ /4E_g P ALTERNATIVE ';IN WQQQ FRAME CSNDITIOM & ANCHOR LOCATIONS Tf4'4 PANE1Fiti t-dAALE 10 DR PANELL T f_ W115 • r OZ w/ 1 1fL• IOn. "e1WFN1ED PENCTRAIR)" FO m W,NW $CAM: 3/r s }` PLATE NOTE . SHUTTER ,'RACKS NOT SHOWN FOR ❑1ABR• WALL MOUNTINGINSTALLATION ALTERNATIVE 1 W�� mpu. 3/e° - i' . --`'C�N�F'.•� ': V 7 FLORIDA BUILDING CODE (High VelocityHurr)oone Zone) It=t = W19z0 W'T=' Nc' 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN "WALIATONS ARE ONLY WAN PAR ammiOs WITH ASD. DESIGN LOADS UP- To i56,5, -72.0 .0 AND PANCes LENGTH up 70 W-r ••• sT �F ! _, ;An FF 'RI4 -`"s � /► __.✓'✓ ��-ie aer GLAHAL PROTECTION PRODUCTS, LLC.. aF/DATE 4 2 f6R NEW WOOD FRAME CDNT.AiRUCTON: LN000 MSABERS TO BE S(aUi,ISRH PING No. 2a WI OF OSS OR EOUAL/lpAly ,y AC.g,•., ,....AA, O INC. A$Dp &X4 51 SVREa wNE. n_ s3ati SPECIFICNB1Y Q K.ir. nG.,ai. (ryML¢H "wOGRaa°. nM.a4,es PFRSIE sa 20-176 Rl )bd9�g L F'A%; {d'S{MdO-B'FSi N H14 P.C. 9EKeilWFNATI{WCATDATE PsPx , FfW) n,-,KA. COLA , plq R1-,n1, a-acewTlw WAILER. A.. Ai., P.E AWAH aaMxnlA ,INN. An+. SHIN. 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IY) �' L`�"""' `' VIVO "A R Mat & I&" P*431 �•04TBM'I - , MAX 3AJ17, 4A/17, 5A/15, 3a/#?. 48d17. 5a/T81 3 M 1' MN 8AW/1e, 7AW/18 Ir SAW/20 maw/1Rr law/IG 1: eaW/20 1 MAX'IN _....... __._._. , ._ __.ANCHORS (SEE SECTIONS ON SHEETS 17. 18 18 mt 20)-,-,---. __. .-..._.._..,____ ...,...I OPTION, 108 LIFE SAFUX STORM PANEL( 1 ELEVATION SCALE 3/16--1- ,jr MNL DIP EXTERIOR SECTION A -A SCALE 3/ir-i" A A` o f Y' A AA E a r 1 e MARIMUM A.S.D. Max, PANT LENGTH -9 - DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.s,Q I (SEE SECTIONS) TO GLASS j CONDITION I +55.0, -72.0 W-B" 2 3/4` UNBOLTED INSTALLATION DETAILS FOR OPTION J2 FQREE AE n SZQRM PANEL SYSTEM INTO TONG WOOD STRUCTURES ` .: _, ,, ) -�"REOUtREG 1VaOR NFNMJ2 .... ,-' ;'I ;.�. „-" li ;',. , ....:, 7, _`, . ' yMdG NEMER i. _ ,li. . -., 'RE.CUFAE7f ..- .., ,, ;.-.='REOIAIRED fE wpm #iEApER - L yY4p LE'HEADER :,.. ;., .I:, -, • : . I ,.. - � ' q' T N W APC4 9 m" O.O; ..-.... 7 w 1 1 M 2 M. r11RE10ED / / H k PE13E1RA. T w ON OOD f 4"4 TAP00H , 6^ O,C ., ,,:-. 1-�_...,. , I ,. ) 1 :.i / T .; : , I2 �i 1 4mN. tNREaAED l `1 tt �^'` jj d ' RE A R100N T rFdDO f :f: �` _....__ / AP"CTI,' Q.G,Y �:, Y. '..�-: _�_1d4•gTAOCON 6 , W 1 Cart. / /2 .. FtdRF�d t 1V/i 1/2` MIN., T1IRENEO AT PENETItATK1N WQCB � AT PEAfEtRlT1ON WOOD 9 , HEADER AD HEADER HFJ,DEA F HEADER �JJ f, I TJ2- 1 1/4' :4 • t I I/4• - i i 1%2' Tfb' I/2• 1jA. I -11 un. t. •, I Mx I, A I I L.._ I l CONE, !ICI. . /,� �/� '� p i uR i l{%✓ I I 0 L IaNT. t=: �ry ,'Ll ] J , COAT W. P r rn T..1/ T E Xs, PANEL LENGTH 1HI slcsT /Ii I jl!I _uH.. GARATKRY t6 GLASS � I MRx �'S.«..._. .I 9'iEMAE 14,. SFPN61" 1 (SEE NOTE 1 KLO'x7 1 , , PANEL. UENGIIT 1 ( PANG LENGTH a1 sNEEt LID I 1- Max.. I ; I I SEE NOTE , BELOW) H PANEL {J(iSTINO O Goss (- ,. sr , ;.:<,. SEE NOTE I BEt EXITGNC Mn. swR off y - CLASS -L- TG __ LENGTH I _ -_ _ ___ _.5v_ tSEE NOTE I Borne) I*) I pl SLEET Ie7 { ' I 4 r- 7/ M: /3 _ _-, 7/8'r > 3/32" r • tt tEN � ,S) TIN SAE£ 74) i /4'r U.S.W - _.._! - - ENi E.S. .S. W/ T ,' �. ! . 7/851 z 3/32' - f - _ _ _µ..l I ._,-. .. -. o .__,•, __.. YRNO NUT v: _ _ � , _ .. a r i. WEND NUT .: .,::___._ _ ... s + _,. .•,#..._. (. _..: vy .. ..,....�._h-_js .. ._..._� I -_._ _CI _1 ._ +k;. � __.-._ Yam_p"-_ fi' 4 i ... _..... _ _I -T Uhl TArCON : d ,I'8' ,C, w Y i 2"i O I /t. ;TI TERN THREADED 1 ( i .1 i I iPERETRAT10N AT ._.._ ../..._.._ P lMIDYROTH OF PIATEi : I M It '.. - m' _ f B' �J "'" f /�T11, `�.1� Irrr---TTT�--(--Er tb... E0 9 = } _ EO L� i I j 1 ED.. r ' 4 pT •. : ., COAT. ,^. r !. I .:� ._ �.. Cat1. . ,'- .•. s •... i i., 4'r-2 4'S.S: M.S: W - ,-... , / D43 J .r _. ..: .,..: .. -;, .. .,,T/4.I 2D>.ifWING M.S. wd / G 1s2' EG. 1 7 8 WDT LADY :: ., , .. -' L1, - S7B x S 32 ND N / 41T WASHER s I / 2 C 2 4... 4 r DN rY4*c a e• d.c. w SND ) 1 I h 1 - I : if: r'7 aY A 332' W,NO .6STfEx ,. BEYOND '. . , 1 4" rr a Area+ B' Gx AT.'GCREfl SfIID -. : a lST / ) x3 r 7 rx3 32" WING NUT s 2 1' WISEST 1 T..O.C-hER BEYON ( ) 4 TAPCaI # OR thE. 2 LIFO. EiREAOED J� J)7WN R A EN✓£1RA T M1DWsa71H ___ i W� 1/ 41N. 2 RE D€O PENET`MTIDN AT LAIOWIDTH _. .. .,.._ W 7 1 2' MDN. TMffiADED PQI£TRA10N AT 1mT3'NIY!f1 lJT PLATE �1-` -.. OF PLATE .._,. PLATEaxY 4`DYACO PLATE W.RE __ -__Z94' WDODPLATE :-__LL ___._ L4' w 0 PLATE -`"` " 4UIPED 9013bra 11 AR WALL MOUNTtN INSTA JI119N WAU itoUNTING &IBM= iNSTALLATION WALL MOUNTING INSTALLATION AIEM � $ A{ �$�1A EVE 7AW O SOLE 3/r. i' P ALTERNATIVE _ a LIFE SAFETY }PANEL NFL SCALE. 3/8'.I" �. LI SAFETYPALL SCALE 3/0"RI" HIRE 0"R0 �•It A.�„J SCALE 3/8'-I" 1, INSTALLATIONS ARE ONLY 1ALO FOR BUILDINGS WITH A.S.D. VISION LOADS • ytiG s FLORIDA BUILDING PL T..`r iLOiNG CODE (Nigh Ye)acTl NMri7cane 2:anG UP TO ♦551, -7ZO PSF AND PANELS LENGTH UP TO 8•-fV z _ �. � S ' • N0. , * = gp. ;Iq ,yTQ,yy, per. 20 GAGE GALVANIZED STEEL STORM PANEL FP. 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 DR EaML 2 = = * . - . ST I ___ DRAM er: / +l� �! GLOBAL PROTECTION PRODUCTS, LLC, "2"'G'a �IL L1'if INC. wee Fj,..i y D.{•'<".. / 4BDA SLY, sl SHHEET TNL,TT T6T1NG 1 INEEReio CMIPANY k?1A9E, fL J3J/4 !t`,.. 'Ere AID. {4�. Na ASA aI. W. 5oI" VAA>T Awctei A J>Ib Tom,. {ssHE4 E-x . FAX; M%D -mm 20-176 .>.,x •saes) eTCA-Pd ra::ABET sl-,m #INN#IL 1}, PF. Am>• >An,aT. INN #x r SA-4duY,I : sa IAPNWHG 1W wvm A *., i E / ASA 1>- _ F _ _ mI aR Or DS _..1f4' TAI>CON ANCHORS . ___ _- _ s 9` O.C. POUr+ED C'OIdCREY(<, ffi1RIACNTEIREO SAFETY INTO EXISTING POURED CONCRETE OR CONCRETE SLOCK STRUCTURES 1L4' TAPCQN ANCHORS IP4- TAPOON ANCHORS ____._0 IJ4' TAKON ^Nt, W W Y O.C. B' O:C, a 9 O.C. POURED GONC"Im ,�:. OR :POUq£0 CONCRETE PQUREO CONORETE e... GN CKR I A BLOOK RE;OUEREO .L •'• BLo134' REDUIREC ' a '"•. �-.".+. EOUI ,1 - !I'„GCiT REQU1REd I, 1 --L - C :, � � i I I . ��• i_`_ '-'- i ; \ 14" E J HPF=_,. . _ ..ry I *`+ v 11 `ti ! IJ4. I�.__ _ Max. ----I --- :..( E.O,r i E.D:0 'y : fE.I• 4.`.... I ..`, I .s 1 CCOOHMT I COHT. .;: .,a .-. i COAT I m m _ 7 17-aRm 1 F m S P .a m i - _ I� Ext3ttNC ) I l EKt571rgG,,,,} a i I 1 E1DB1Na 4f r GLASS L. -.. " _:;'. , -. h;e .. _Ley �: t GLASS. !. + I I I 4 : I p .. , _ 1 Ad �e N I .:- ' 8' �e I - >. _ `:,ram-. .1 11. i ` - 1 4 :` y Li ,4.._ 1P Y-3m S .r ' N �w • IT `_`__ }{ a ur 'r' j ' _ I ! i a'I w / _-,; V; "v -}/w,rs T1AT i }- 8. .._._ _ L-{ -r-• 1� 1 'f` -i, v > 3/.,- WING ,C} I L WASHER d 12 1J2` tfAS -- _I 4 1A" ANCHORS ,4 I/2 D.C. (SiAGCEREO w/ STUD) ..._..-..P000RED CONCRETE OEW� BCD .w IAQUNT(�jf� INSTALLATION SECTION_ 3A O RfGUlAR PANEL_ SCALE 3/81-, `I I T i E6• -1 1 , i ` - - -L_ _J __\ 0'vo z 3/32" WING L NUT WASHER (BEYOND) .._._. 'f' TAPC'N `NGNSRS 4 1/2"' O.C. (STAGIERED w/ JND) POURED CONCRETE OR CONCRETE BLOCAI REQUIRED WALL MOUNTING LMSI � DON SECTION 3B 9 LIFE S' TM PANEL SCALE 3/8'-I" \/4"4 SEE iG ES 20 FOR AeBEETEGMINTO B TYPE 8 Mii100"It11E .. iAPCAN .'�. - ,WIND F FOR INBTKLAt1DNF INTO wDOD _�_ NNE MN'aM0 } } TRAVE ITBIUM ANCHOR SPAtMO4 AND MINIMUM EDGE DISTANCE ARE "NATO ON VHS AAauOtRA,rtY OA>wb DO ••-•. S si:l1um FOR ED. LESID THAN INDIOA,To ON R.RTBAI fk„wW ea:Y la1) 3 SCHEDULE REDUCE ANCHOR SPACANQ BY MUATMLWMD WAC04 ON sommm LE Amm EA . FT101M M' Tiff flow lG mm-ES_ PER IRS MLRTTION To BE FOSS.F, I�peCEO _ '- -'�." ._r_.- la SPACIG OIAar'xED INJRG FACTOR SMALL NOT a IT _ BE LESS TIMN MINIMUM SPA:CNO oAgiGTEa MR EACH ANCHOR TYPEONINS SCHEDULE ---.-".�.._._. ___ -_.. 3' _.. __,"-_ -...---.--. Lffi -___ i IJ2" I I ___ __ /=- I I I`—- I E �.. 3- :I %P�I :. rr`'. I LED. L.D.- • I - I i a % .'� il4 r 20 7/4'SS M.S w/ r-- /8•rz3/32''INE NUT WASHER 4 12 1J2" O.C. _�-_I '/ ,J4'6-zo>.S/4ss M.S. WJ I lde"rx3/32` RING NUYWAS M (BEYOND) I „ ._ 4` TAPCON ANCHORS A 4 Ile D.C. I T� J4' TAPOON I t340RS 4 1/2. O.C. __._.POURED CONCRETE ROR CONCRETE EW1RI71 RI.OGR WALL MOUNTING INSTALLATION WALL SECTION ALA _. COS RLO:K REQUIRED MOUNTING }NS7ALL OON a 6 p. E SCALE 3/W-I" SECTION JIB LIEF.... F SCALE 3/8'-I' CODE IN5JA ION. T O 1 2 O F SSYSTEM INTO EXISTING WQQQ STRUCTURES _ t _ I1!i il ,; 'I- -1 :I , Iy 11 . I 4. 1 4'R TA - W. s' Q.G. i : -- _«./ PCQN i .,. i 4'A TAPGOH !! 8" O.O. i' : ` .'_`W/1 ,' I T 2" TALI. .. THREAOEO ,; ,. r ...".. i,i2" MYN. IHREAtTED T A PEADER T r£NETRATILNN AT WCOLT HEADER ' IR i i 1 �11�_t Td4 f. A.. { .... i/2" I TJ4. r� I' "_ 4 YRTIMt ItFAOER,,,, ' .:..-. TOM :. mrou itEAt7£IT_ ` T_ ; z i j ' 'k FR I REOU ED .I( ., x.. 41EQUIREJj • :I i fq¢ CON. - _ CO Ef. L i. J I - NIP, S'IONFd wN TD I - HOEE'RAE ' 8 E%DSRFIC ON SHEET is) � ML. SEPAVA"CEN .L.. GLASS 'o mAn "L' Ma>. _ _ (SEE SIO§DWl ; PANEL LENGTH - '. '. 3: - -� PANEL. LENGTH MST04G ON S1Y:ET Is) tSFE'. NOTE i BELOW) 1/4"r-20x1' (SEE NOTE I BELOW) GLASS ,S W S M.S. _._ -.._...... ,....._ I 9:-Ma3�11 E____ _._ _ _.._� ��d/8B N r f. wTtdG U _, . _ _ ..... ., ... - .,,_._... _ _ _..___3 1. I(11 P s _. I PI--.---._1 I _ A, I ` i P }''-�L-.-.�� i . i j3J f �. ILL L EQ. hTf -�„�-" EQ I EQ E� . -.J k_ _ __i ._... -� " 7 8"R x 3 NU1 l .7/B'0 x ]d]�2) NUT' 2'v4` WOOD PRATE L../ 3/ 2 WTNu 2"x #`wUOAD:PLATE ". i; T REOUIiED 1 I WASHER q 8 ,fd` qR. WASHER 9 f' /14-10 PANELMRTE PUTS r �t A^ _- ' 0 6 1 4' 0.0. W 1 7 8z }-� 7O PAfIT.tMA?E PLUS MIN. 'THREADED PI)LETRa10N i €I r MIN. 7NRFJ.DEO #'D1NEtRATiDN _..�. / / / tp is 8 1 ft' O.C, WjT T1% ; I At MIOWIOTH OF PLATE �., - AT MIEIAYDTH 9F PUTT { : ; _ .-,... WALL IdSLNTINC I1�"�7'ALI OON wa:L , 1QWT11+LG LN�TSI {_ALIERMYE OW ATtON EGUL REPANEL BAIN *A�"` L; A 1TILI SCALE 3Ja`�t" ,t.N ', Ate', 'Z SCALE 3/8'=t" '• ;• ��[Nart* » $: �, ' FLORIDA BUILDING CODE Ni h Ye1aalt NuT laane Zone - 5& ' ' No 44'167 "•. 3 WIC'° wTrDa eAe - 20 GAGE GALVANIZED STEEL. STORM PANEL `•P. 1. WSTAA.ADDENS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS - * - * t ,. DRAW by, UP TD +55.5, -72.0 PST' AND PAVEL'S LENGTH UP TO B'-err. S * : ✓ /� GLOBAL PROTECTION PRODUCTS, LLG 0T�'ffiG2 FOR NEW WIOW FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOU`rHmN 4• i/ ENO. 1800 S,w. 51 STREET 6nEPINE TACT 2, W/ SPMFIC DENSITY' OF 0.55 OR EQUAL 2•�D,ts amo - ` •'tNEE1�Aw11E, TL. J]],4 g .0:, ATE _ -ZMEZ, ,,. ,., -nU, 4«20-176 kID+)685-asI FAK t851HDp-sisfi C A44'I 1• Fa.: i s9e-1ua Ha: flFAfA CA-6p5I745 =""' a••"a•' AID':A'A >,. MrZ- i.;NuIN �JL MIILYiE}TI:pTC�~ WN.TT71 A. YOLJT 4T. P,E. aA ii- _ _ _.or,20 s .. _ . _ _ AR1AT' ED CF 2e .. -. IN9A1U.ATION Ep TAILS EQR OPTION FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING 29!IR[ ED UNCREIE OR ,CO CRETE BLOCK STRUCTURES .._j,�+L" TAPCON ANCHORS , if'_3` TAPCON ANCHORS 3 R' -O•C. Is 9' OC. POURED CONCRETE I POURED CONCRE'E ... _' OR CONCRETE SUICIC OR OONORE7E BLOC")(',` i RECORE'D J, '';a REQUIRED � s r 1f4 ) M.. 11 T4ox Ma _.. .,. __.-.._-., E.0• ,� I, Ill � 11 } �• 2 s . r EI 1 FFF]F] _ i w � � 7 11 , i : i 4�1� yT#1D-0 PANELMATE PLUSW/ _, `"7'd8 f z 3/32` WHAT NUT A•ASEER e ,dt' Q:D. _..POURED CONCRETE OR CONCRETE BLOCK RECURRED WALLMOUNTING INSTALLATION SECTION SA O Rt GUt ! AANEL SCALE 3/81-i" E#'L' a+EmE' "T IC & 2D FOR : TYPE 4. M110101TY!£ 1/TER tA1�er .,. T/4'tr -Famw pus WAGING FOR ERVALGTGH3 I140 WOOD Lss A1W'tAMt ffiPKWq qRx} a S FRAME ado".MIdmFUN AIICHDit SRKifGS.iMiD MI1s11UM E iXSTMGE ARE INRA"ATXO UN TkL ''TreTrWTNR3 'CmenL LEI:} J 1 SCHEDULE MR ED. LESS THAN LNDECO V DN SCHEDULE REDUCE ANCHOR SPA^. , BY MULTIPLYING SPADING SOWN OR SOlWpA.E TEn ) Eat eitA CRU 3 J 1/2 ADML EA mm "C" BY THE FOLLOWED FACTORS, Fag TENS OPERATION TO RE ice. REDUCED t - _... _____i ____._-__- 3s --- _ -._-,._. SPAGIG OBTAINED USING FACTOR SPALL FETT HE LESS THAN MINNIDI, SPACING I10"tED FOR EACH ANfIpR TYPE 04 T}k3 SCHEDULE 2 tJr ... _ L/ _ _, ... _ .W __ -.__ ,m 3T j T, m z a� 9 . _._- ) s w 4 I . _ �I 9" i#-,D0 PANELMAT£ PLUS W/ ..«....'",- 'G x J13r WING NUt WASHER ( TD) OR CONCRETE BUICK REQUIRED WALL MOUNTING INSTALLATION SECTION 5B {►_LiEE SAFETY PANEL SCALE ]/B`.I. •Ix smNnna, a MVIs am 9EE4°� `n i LoA GEEMItALN M:' V-61 ijl� 7., M . PANEL VSI M I. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT MF_0) HAS BEEN VERIFIED FOIR COMPLIANCE IN SEE) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE BD & RANELIIATE PLUS INTO CONCRETE ACCORDANCE WN1I T`HE 2020 (7tN EOITiON) 0f THE FLORIOA f3U1LDING C013f. BLOCIT S1CPLt.. f 1/4'. OESION WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE. ABOVE MENTIONED CODE, 6.2) MINIMUM EMBEDMENT OE 1/4'0 X 7/6' CALK' -fits ANCHOR` SHALL BE 15 7/B' INTO CONCRETE. FOR A WINO SPEER AS REQUIRED Err THE dURi51>yC7t¢�.i WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO MY FINISH MATERIAL SHALL, BE; PERMITTED, FOR A (ARECTIONAUDY FAVOR POI-0,B5, USdNG PwOE 7-16 AND SW,Li. NOT EXCEED THE MAITIMUM (AS;D,) 1/4" 0-20 55 SIDEWALK BOLTS USED SMALL 8f LONG GNOUGH(SMULG ANY PENISH MATERIAL EXIST)TO DESIGN PRESSURE RMIN'US INDICATED ON $HEM 20 dT 26, ENGAGE 3 4" INTO - RS: ! ANG w NJ ORDER TO T CONDITION, VERIFY hf ABOVE CNf(ON ULTIMATE DESIGN WTNb LOADS P 7-T. PER ASOE 5 IiM'TfBY a€ FIRST 7 SHALL Sf REDUCED TO A.S,O. DESIGN MULTIPLYING I E WIND, LW�D56Y PING `THEM BY 4S R ORDER i4 W 0145E T T 8.3) ILE3 PRECASTS ONE, OR PRECAST PANELS ON WALL, FOUNDBEHIND S $ TO COMPARE THESE W/ MAX, (A.S.D) DESIGN PRESSURE RATINGS INDICATE# ON SHEETS 25 & 28. ANCHORS ST4AC1 BE LOttfi ENOUGH TO Rf1:OH TT� MAIN STRUCTURE BEHIND SFICIU PANELS. ANCHORAGE H THE TU SUCH PANELS, SNtALL BE AS MENTIONED IN 8.1) AND IN B.2). IN ORDER TO VERIFY T1�At COMPONENTS AND ANCHORS ON THIS P,E,Q. AS TESTfO WERE NOT OVER STRESSED, A 337I INCREASE IN ALLOW RE- 1 ALLOWABLE STRESS FOR WIND LOAM WAS IJ5E0 N THEM aNALYSts, i=ASTfNERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH MOO. 2075. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS LAAANUFACTLRIER. STORM P F IMPACT F N FNEL'S ADEQUACY OR M AC1 AND FATIGUE RESISTANCE IiAS Pk LY t BEE VERT fD ACCORDANCE WITH 825 1)F SECTION MEINC, ABOVE MENTIONED bE A5 PER TEN rXDHT N R SH/LL1 E THE M COC9 FSTiA, TESTING LABORATORY. REPORT a 2 As PRO TAS- 7 B RESPS7FF5tBiLRY' OF 111E CONTRACTOR TO VERIFY N >NT; / 03 . PROTOCOLS 2a , R1FY THE SOUNDNESS OE T1Tf STRUCTURE WHERE StCJ+iER TAS-202 AE TO W ATTACH tNSUF+E .TOP INCH AND T .r2O3 ED P ER ORAGE- T116 L - Y A H SHTJI7ER SFIAL ONL aE TTAC ED 70 CONCRETE &.00,€ , t O IL TW7S N e 4t? WpOO FRAME BU. gNGS. Lp .? SYSTEM I#.5 BEE DESIGNED TO B. IN5(AS.tEa ON THE OUTSIDE • i3NE OPENING a1< DP£N G ACCESSING THE 9F'fFNT MOM IN9 FR THE INSIDE 4W0, N DETHE USE OF A LADDER OR LI'T, SRS P : IS VALID N Y TI LAO AP IJCATIDFT D Wt-1£ NSTALIA ON Is iNTEHO£D iT1 Be T>ERF-DIM ED 7.2, INSTALLATION T THE 6 ON CONTRACTOR 15 O S CAULK ALL SHU. H SEAL/CAULK TIER CAULK ENT S WHICH N ICONTINUOUS / REMAIN N . FROM NS1OE DF 37RUCTURE.. CONTACT W9YI5 THE BU1L1 +3,N-G TO PREVENT WHNQjRAM 1NTRLISKtY, CAULK AND sett SHUTTER TRACKS ALL AROUND IaalL SEAL LENGTH 3, SERIES 10LIO INSTALLATION 15 APPLICABLE TO �NQtE AND DOUBLE HUNG 5'1'YLE WINDOWS WHEN INSTALLATION t5 REQUIRED TO 8E PERFORMED FROM THE INSIDE OF STRUCTURE. 13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPEC$ INDICATED IN THIS ORAWIsG PLUS ANY BUILDING AND ZONING REGULATKMVS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, d, SERIES 2OD0 INSTALLATION l5 APPLI-ABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAL SUOERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TD BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14. ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM^• IS PATENT VENOM. 5. ALL ALUMIMIM I-t , E.XtR1D.. N BE B _ a ALLOY AN R. 5. 0 7H15 PRO N SIGNS OB D TEMPER. (UNLESS OTHERW1Sf NOTED) ( DUCT EVALUAi10 DOCUMENT P. .D. H ( ) ) E I�PAR'rD T37' THIS ENGINEER IS fi,F_N - ' AND NOT PROMM )1.0, INFORMAIION FOR A SITE SPECIFIC PROJECT; WHERE THE SITE CONDITIONS DEVIATE FROM � PLED. 8. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3t O5-Ht4 A1T.£rf: (Tr) CONTRACTOR TO SE RESPONSIBLE FOR THE SaLt-TION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL SIM SHEET METAL PANE LS ELS SHALL bEMvE. U RAL OUA_iTY Sf ASTM A•-.853 THIS P P.E.D.TU GRADE 5O Hive, d3A4+tANt2€# STEEL ft1NJliCT BA.SIz35 ON THIS EEL, P>R04TTT STD VE DOES TE F jS# EIIA FROM THE CONDITIONS Df1idLED. ON DESIatAATK`,N W/Fy- �.a Lai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE L5 T1fE G0N7RACTOR'S i2ESPONSi1DTY. IS CTC ' B. ALL SCREWS 10 BE STAINLESS STEEL 304 OR 316 A151 SERIES ON CORROSION RESISTANT COATED CARBON STEEL. AS PER ELAN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iNVAUO IF MODIFIED, 56 18 W , STRENGTH ➢ SD iss' YIEtO AND. 9D HAi . H J"EALSrEE STRENGTH &SHALL COMPLY W FLORIDA BUILDING COOS SECTION 2414.3.34, J s SITE SPECIFIC PROJECTS S PREPARED A R0,1E. SMALL @E EARED BY FLORIDA () REGISTERED ENGINEER 4F ARCrIflfCi WHICH WILL 11. BOLTS t0 BE ASEM A-307 GALVAeT12E0 STEEL, OR AM 304 SERIES STAINLESS STEEL, WfTI 38 kzi MINIMUM Y1fl5 STRENGTH. BECOME t,t€ ENG4NEg OF RECORD (E,O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.f.O. EtvGDNEER DF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER. SHALL. 10. ANCHORST,* SUBMIT TO TO � A5 FOLLOWS: MIs TATTER ME SITE SPECIFIC SMALL 1DRAWINGS FC4N REVIEW S 18 fl fi>Y' A E%I_ R ' LD (a) PTEj)1 DATE AND ORIGTtuL SEAL AND SIGNATURE OF THE PROFESSIONALENGINEER OF ALPREPARED RTHIS - 1/4"G TAPCON ANCHORS AS MANUFACIIJREO Br IT;W. BWLOEX. IMC• (MIN, T'c 3192 O.I.i.) ECORD THAT IT _ e, 1 X 7 8' CAkAwIN HORS MANUFACTURED ➢ A T J ANC AS UFAC'TURE BY EW L INC. N. t'G�3DOD .si ITAI R ) III, STORM PANEL ACTtiTiER`S LABEL SHALL BE LOCATED ON A READILY VISIBLE t.'1CA-04Y AT STORM PANEL 9N - i<- A P 1D PANF:IAIATE FEMALE D PANiSiMATf PLUS ANCHORS i & AS MANUFACTURED $Y' ELCO CONSTRUCTION'TT D. RO L3GT5 AN.L ACCORDANCE WITH LEGION .3 FLORIDA WITH FL 1 BUILDING GOOF. E L ON SMALL 43E. PLACED FOR EVERY NING. ra'a a 3§50 LABEL E1Pf... ( D ) .R . LABELING TO COMPLY N i SECTION 70 WITH SECTW 7DG 9,2 Of '17SE FLORIDA BUILDING DUDE, A1) WHIM* EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE BEAU BE 1 3/4' AND 2` FOR PANFLMATT FEMALE"* & PANELMATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4.0 'X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE: NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED Ile s-20 s5 seEWAiNt BOLTS USED SNAIL BE LQNa ENOUGH(SH'OULO ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INFO ANCHORS. ' ��IAT TJ(NfaA�",.sue A31 IN CASE PRECAST STONE, CONCRETE PANELS, OR PAVERS BE FOUND ON NE MEMO WALL OR �.......... , ': .THAT :PRECAST FLOOR, :ANCHORS SHALL BE LONG ENOUGH TO. REACH THE MAN STRUCTURE BEHIND SUCH PANELS,. ANCHORAGE STALL '�'. '4,4CEit(A(' b, ,,G .. BE. A5 MENttNEat IN A. 1) AND IN A,).. '�+r % = NO, dot&7 (8) TD i:XISTiN'='RCN^. FTF TAT d'A <. - 1/4- s UPON ANCHORS AS MANUFACTURED 13Y IT.W. BUILDEX, INC.is� = FLORIDA BUILDING CODE Hi h Velocity Mu care Zone - 1/4" R X 7/B` CALK -IN ANCHORS, AS MANUFACTURED BY DMALT WCi (frnr.15D0 Rs.i.) 0," F ';EA-s edta4 ntEM). Aw r.P. - 614-10 PANWM E FEMALE ID AND PAMMMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION i F' (k� �'�'�. 20 GAGE GALVANIZED STEEL STORM PANEL WUWN w: PRODUCTS (rR1+>ZO71 p.s.i.) Y ` 3„� � 1 L E C O m GLOBAL PROTECTION PRODUCTS. LTC. G' jk036 9 4sm i.W. 51 STNFFT f «aI. x.,. z., ti alA vAmA+ wasa. n m, PHDrA: htiA3�syTStR. =I 4GnysSl-�BTs7 2G-T 76 _ nrr. , iW>T rAFNAW TIN : TxM eh-•Inli Ws r >w>xmx' r>:alTAx U.RA,1Ixa Na CA-OWs714 >+s :Id,..s. am P,£ AL ENn,TUREda1TE WAE0 A tliA.IT 41., P;1. a am +>••eq a ... _ A, 4 ,A7 - s. SHEET RI ar 24 _ a) = L_ _ C6 N U '3 0 Q 0 o 0 C .CX Co v -0 -5 � � a.a C a) = � CB U 0 � - C o a) /= C O `v � O /�U .D vJ -0 W O Q ''^^ VJ i+7 � O -v 'O ,s �� 61 'O > LiJ we 6 � a :!5 D� U S C lS! Fs9 cTa �i C E.L. N_ C < aTs ca H CV L N d C-4 Q: OV m f� w _= > E -r+ L91 © � U .d 3 _ 39 EO D) U no d _ no 7 �' C I4 O � U 2 COMPQNENT5 FOR SERIES 2000 & 1000 E Z HAb1G STORM PANELS (SCALE 1/2a1' 3'/24 (SEE AF41L 2 esnv) Aat„ " 1'/24 :4-/2 E/ 00 W/o (E). (2) tsa NOTE 2 E ELDEr) t • No. 2 291pt• 1 /24 [1' a cRET€ .�CdIQVS j AT 2 8 (8EE HIM a a1,mS) BLOCK. N 1 N -STORM 3` NOD. / - I- Apt CpTCiEiE ANGIs2As: SEE g Tjgi-� i MR. - Sp@D" 9EE�SECIRd4 WI F�2s - L ,, - t5EL SOIEDU,E IIV iNiET SO) i- ; ----To-,i88 TETT.LL MOTH ---_-_ - - 4. ; _ PNB.. _ - i4a,"JVI*.�j� IAE 04m AI+asEm :ti coN&GIE NIaWu ...-. __.._..-- , __. .. _. ( ) -,- - .. _----2.250' 2.591'---r ,' ,` 1A!n' ATE 2 L= 7 1 - +Nd+T --t,.v ' cam. T_ ,_ -..i..____ - _ __._.-:__,,ADD" (EFFECTIVE WIDTH)_ _- ----._.__.__ P __- , � '. ___.._.. 2.250' YF-) EAClF ETs1: tIF LiJ 57ZET.Ea) :, A( tant CXlIC4TE ANLYM6 , � �: C¢ne. t5:X'Y1EaFL ;---ED. TEkE �s4uE '.: ��P+re I •"•'_ s• Ms rr, 2'.__'_,.. I/2'_- :-- r . r - cN SA€, ssi ` - aa,• JAI: ON S+R€f ER). A/ /e+''�1T � / T _..._'- '"{ I 1 I p rcSY tAE' T' \ (&E s6EE4AE' -•-- w 2a) yi i e-' > .t..• I` -_..,_...-ss t 4' - .__..,.,__.,., ...7 . } /_._..__......... _4' rNG DFlaE -'•,. :,.: c INr z' o-c r•-7.350 ,y3D'..-.. . �^.. . f I ,.•:.N.-.... ._ .._ "�\ 5_Hs. ...I ".._i ,_..1,350 .» . 500. v T i • r I € F.. t . j T #., i EA amJw W "" .., ) ,.»,•E.. v;-. wuweri- \ aq # � 1- y 4 } 1 4j I f i I ` i, sat'. �` I t ."4 R- T . i t 3 # i I ( v. �', • S ,t-.,,-,,a.. P �` Iti END ar _ D75 7. 1 j (( p 1 t, LmxAAY F J s: 1 r ]{1 jI I I 1 ) 4 Sam, ^^'' t' t W + 2.244 : .I_ _. _ _ .-.Lt L:..�.,_.E,...t_.l..._ _a.__-:......,_..._a.-1.a... .._(. L, - .j{). a I `)7 igfr { DEMA $� }t ,. ,�,, __-t I!f L.�._�.... r- , ,�. ._ar .,b. - .t.i.h1..«.-.._ .. .i_i ! S AGM w �.t y'1 " L 14>I £.W.i2w .\.: r , (YE 4�'i. fd �' 2:.tT57' D,ATm ART. TEdCK HEMME(D = D _ 3,8I I ) 2,500' .._, - _ ._.. ___.:._ ..- ..L-, b..i- _J, -,�- 1 .(. ). I q 1.4D5e , ,. 4 tl.>y-sD>a/a .. �w erm of g2 ♦ c rseE I rmay. 1 1 OALVAMILfD S1Eil EOOE t r s-Y; + e- . ,. .+ r r ^-'r-r- _- C ._.__- ! _ I a 2.DDD ,�J,^, .r. , M TALL - 2.s 1 i tE)m ('+VAIN lRT1E1tlDH PwiEL1 twrERIDN [Ni6) (WTERiRIDR�PAW.) i -. •.'F.._ 1 P`v-rr-r<i-1-.--rr" .-,-�.�-T-,-,-1_r,_•_: ,: )-ro----.-.- ( sD. x •L " j _,... _., 0, , I - _..; _ 9121- 1 t 1 ✓ L.` -"C`. •`IT•.. HfMNEO ?'TP. AM E53 „�. I I T (END PAKEL) ( AHEt) L tINrEP1OR P ((BFTER1DrY PANEL) (ITrEnNR 8M�) tErR1 PAYED , .,i. �,4.., . 1 ,. rN+u NVT c ( _ AJ + + SEE: NOTE L 3. 4 7k1AT I , 3I . , I 1 E.. _..7...� bi GRADE SO MMWW TIETAL i I i 1 I I NOTE 2 J, A ITk1Ga SEE, HOPE 2. ] 4 91:1O1Y ROTE d { I I I ,, `- -I <'- -- EDGE . G-60 QM.V. - ''i .. -'--3 I , I, I, I I i i i I I I I;' ; ! I 1 "' I 1 I t 1 f I i, t p I I SEE HviE 2. 4 BELOW 5 I - Mrt*(�J Th.,I 1 1 � j U) ,_p(TIUL A 48.9, - s "' T 9 . 1 ,, 1! P i I;, 1 1 i` T '' I I f ; Mit, I -1 • I 1 1� ,.,.I I I , f A: s L I 5T___________- 1L_ f 25. ? ffi -1_. 1 r 7 I t i 1 s( 1 r I, f; i t J t l; I! I I i ulr A .l, Ram 1 --�,_. I -1.35C'--` • I--t,a}D-._ \ $o .. I 1 1 I I 1 i. t I I + I ;' '• I i 1,_ , I - '-'_. _._3 { t ;1I'wEr a I 1 I .� 3 .'1I i I aF RtieM' I i t`a } L __i-. _._ q i L .___._ I ` PNIE 5 ......__._,.__..-.s:25D`---..__.__- ._.m_. _�._-. a3O- _ ,`,"V-'-'2.470•� �? 1 1 g ' I . '. � ' , .. LED PAdE15 wI t I ! ! I 4e- Dr a• M5. AI I ' I ' e A x►SAr I i I �ry���t�� . 4'' ^TO+ d I' I ! I i i : t { t 1 I z,M MS. W/ I( f? 1j I 1 I I i 1 ."3 3/�5J , t - i I ? lhN f �rc:W>eti' ir' R,c E. $ i i V *3`L]4t�,. 1 ,{ I i i 1 t � I i s"z3 32 Y1INDNUT5 1 � �..�......9__,�..�_.L.3..,i., ...L._!<� ._ ._.S.- .,t,_, i-�. .;�_� ._Y.:,..-�.L i .._ „a::.. '�.�FiAs.S1.Y�R4AP `' ) 1: I ) ,._.. ).1 �,I.= _.- ..�_�L1 1.�.. __t _ ...� E_ I PANEL -'2.47D ., . _ L -t"v,. 4D.X„L. .... .._, .,h,.t-w3._... . _ .._..._(-j,... -.TELL .T TELL p -r, tf r., ,...,,. _-. 4ax'L• I I 13 1 I _ T 7 a..- l- .-• � ,.: � W 7 I` ).)., I.I.�_.v1 , ..,.T.., (. } 1,7 s't'j -L.: I I I ! ( i r ii 'II I �.. i I A i i A 4! $EYERSEO h TRACK J REVERSED U TRACK _ 1 I I 7 - 1 ) !. 1 1 I . _ _ I i sFZ sHEETxM { ss scHmuAir A v^ I i a • " T"""'- a . . r a . FAr7E, �4iE TNA SHEET y 3 E ON SMET 2S 1 I YE SCHEM LE f r1:4".sAe,,, I , �+' +' .. , x sY--'_�-' (TYR) FOP MRn 7 iK{SCM Yi4• h S �TOV 1 i t � k- M. IDH1p+M �/�) RANEL'S END UP J - J--, BELD4T H0R S 2 3o MASS 1 w SEE SaEIDAX ,-,; JAJR CI ii ' :SEE NOTE 4 gEg 1 1 14'e.2a>3 ,I• 1 OH , TS F J `� $TaOW W/ HEMMED EDGE, - .-.� � I / �2 1 i d4'W3 M S[ROr r _�< I is tIAT$ 1 r -,250` 1 Ka r /� t• Ain AT EsIO dR /2' 1 1/2' R ) F j YR(G HUT i i FYM! Mn. E1Eat DA'AIiP = 780'- Mac 1E37rMTE L4C,TTgN I ,a BASS 1 I 7 (_- p1 QEET 25 r Ww0 +An s I �WfS: �G�WOOD�sCliffP. � ~ n 1 T EtG PANELS it f 1 M. SCdfEW 1dTTtl.S/Y FaR Yh 7R'PNNTkW I • fr � � Max. lUY ># lE3GiiEfl 2 s'Ix3 ip GLASS. f .r �=* i i 813' f Is,... J =TEA OR ( W/ OR W/o@. a J• MTERIQR PANi1S' 15` • tASt FALAFEL . 1(� TO BE R6TAf1EU AT EACH I I LSi:AAY 0+'<"RVP f I OVEREA, H ! 1 G'Do on" ," I I Cn �" SEE SECTg1B ON SHEET 2R 5A7tWi..4l /1 s I NUf R R 1 T/pY.3/J3• i f CDL ,M • I t0.9S` LAST PANEL. Q 7a SE INSTALLED AF FACN DP&NGNa ALWAYS � Pf1OJAE0 W dd ' / . v OPENI G 5 ML4 ALWAYS ei YRaA0E0 W/ REAR DDNND E O FACKTEA E NSTALAT 0� i / I I I t I kk REAR l A40LE TO FACIUTATE INSTALLATIONiijEI I `^„^ R I �`- ..f,,,..__ 125." ,2a"` TE 1MENDEID TO 8E IR$MLLid FNOM tE iNt£HOEO TO BE INSTALLED IRON + ,_s ,. ... 1 -4- �' I I (i yg rJ '�' '1, 1 "" IN51bE CE STRUGIURL , 1 32 1 t , " Y 11 1 S 41 - II DASD SCVd TV3r. 1 tNSGE aF 5'TRUGTURE_ MALE 3 3 1" 1 � i I' a. R,y,. i._... Q" +.730" f« d I`r-«-----VLF-- g' ..T`..�, Ti1tY- 8 jj- l u/ .:.` .p ,/N' FOP+. IiM 1/4' VIALS. CAP- ,/s.. L,m:c 1/4' NA: GAP- T 1 s L -1wA 2 �-,aw i 1 3 rmc I a) % _1 I r I INR I E 1 1 I _ 0 T` � lSOw1ETRlC y jl A;i ILA 2:11 000' s" a060 ___ __ / : I! i i I `t' r ROUNDED CORNER 0 ENDS OF PANEL'S --'--- 1 IXN 3 w/ DR Ida 6 /I� {r I F W .p, . !,• 1 { .ns' -1 O'© 1 r{ PMANtl ._t F i3 Ty{ r,' t I {j D«,I j / 3� Q 1 , I ifJ 44 F � END LIP W/ HEMMED E1MiE, t 750' (ADERNATE taGATioN cOIItaETE •� wLWED I ) 1 1 ( ) -��... ± ' U i AECTIQj A -A SECTION B B A vm 1-d a _ w`u i { _� -_ - L! O ��- .45b" i SriYE >�'•,' Nn>•> RE&R5[D �. ___R. q - � D;n 1z.1L�% (---2,OG0"-- GYP•) _.. 0).. OEPINIt14N OF SERIES 1000: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + ! I. ( ' r ✓ . ✓„TEE ✓ ✓'f ,d v- cr,NLAk'tt w ,� --i 1 R T ,. vd x w+D Z__� r{.'.-r... _._.-5 Max:--._.._ NOTES : 1. TRACKS AT MR & PANELANTT PLUS OR 15' LONG .11 - _. - [ � 1 .m V.' Ms(0. DEMIMW_£_SE%ES 2000t E - 2 NANO 5TORIA PANEL SY^4TEM CONBt5aNG OF PA'NE1.. l'J^T BOTTOM W/ PANELAMTES, ._ -i .."it/•i i,V ar z9.7�`T ,r? f" Y ... a: E >--Eo---..i--isr---� - ds. ?, ,•n I. M,+. > ,n�ANVasxWWWWD, Canl. TRACKS TDP &BOTTOM. 2 . END PANELS SHALL ALWAYS BE CONNE.C'iEfT TO E'Xl FIC SILL WMi.BY MEANS OFi'}X._...'.4sz. PAN6IMATES 9R, IF USED iJtLY W 75" 407uG t • Mrr y t)Y EaI»aa i�e/'ir tA* ro ED , 'y. ___...__. - Iamem�t..% " rIDnM /I clgwa/1T 4-WIi1E(2).0 PANELS Stall ALWAYS 0E CONNECTED i0 B{1ttOM TRACK OTHEFCNISE A STOP BAt / R^L:K AT B9nDM, END PANELS E,WCA•'HIS IS wtrE - K ;n om#,Gce.trda;ynr qa 1 gx.78 $MAD BE PROVIDED AT TOP OF SUCH PANELS. SMAL BE CONNECTED TO 2 W/ 1/4`0-20r3 4 S. W/ 7J '3/72' �+myrE !! Iz rmw . _ 6061-T6 NWn. ALLOY WING NUT DR 1j4b-26r13 Mln. M MRO TAPPfO 2 (!"k31' AS aN"GET 85} �%" ,D F� .�..1 ___,.,�ME, $ a IY nc 125` (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. DONNEETWN SHALL CONSIST OF DESCRIBED ON NOTE (3) I E�LOIM)."':.f WALL AND DIR£GTCi:NTiNG IN_�":_ DH nEer 2} ems. 1/4"a-2Ox3j4" M.S. W/ 7/B`Oz3/32" WING NUT OR i/4"en3/4' MIn. THUMBSCREW 3 F WALL. MOUNTING INST. - II/ TAPPED 4" M'S.t TRACK. L.00AitON OF FASTENERS MAY of Ai EITHER OF TWO () OR CASES WHEN £ND PANEL& ARE USE JEINTLY Wj te" LONG (�} AT SECTION 'fix �'�( WERIOR FIAT FLANCES OF END PANEL BOTTOM BUT END PANELS ARE NOT CONNECTED TO BOTTOM TR. , XSTOP am SEGTI©N rt= __. 0 SCALE 3/8-1- - T ILD'••Ol}T�DUNTI,� 1dSi, L. `�/ tI� MOM 5E PROVIDED AT TOP OF SUCH PANELS. (A). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACE (i.s. A STOP BAR (4). FDR INstALLATi0N5 WHEN ENO PANELS AND SOME BEiTRKM PANELS AIT� DIRECTLY SCALE 3/e.'� 4• $ ,,, SE li{ 15 ONLY USfO AT TOP) AT LEAST TWU PANELS SHALL BE CONNECTED TO BOTTOM TRACK SCALE 3dm-E' SCALE 3/8.1" 1 .. USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED TO EXISTING S41 WALL BY M£AJS OF PAtAELwTES, ONE INFERIOR PANEL '-'TY"-- A. 00 SEE fame,C HB FOR i iNNfN > I TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. MAY BE USED JDiN1Y W/ TRACK 1 AT Bt}rT9M ATTACHING BOTTOM TRACK TO WALL I W USE aE. IL1R AT I As AS "Jol INHHNAAAA 'S€E A; �" r . W/ TBD PANEI.AV,TEs F9Lt,0YMINa SPACING 5N0'MN ON EE£VATION AND W 3 T. s' - £ p,. FNpy a. qM, (,1�,Fmca" A> W{gs,� aR ,`Y,fiYE �(� A. T/ A "'' . 75D" I` :as8" (fyD.l S 'Vj,� (5) SEE SECTION' r,. 3' & 4- ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25:. AIR, EGG£ DLSTANOE, FQR THIS C* INT OR PANEL USED aO R.Y ,. CJ) to RIw .a ,........ 1{ W ' ,•'`•�C.E((:. O* X; MAO'E4001110b," * SUCH NEED TA BE DONACENT PANELS TO t2) BY ANY MEANS. TI'iACK, 12) S IN$TAL�.EC I 3sTPes IA "'I'TKIH x A N T 21. . GEC "K` .w +,k,,a::''j,•1', 4L�7S 4. THEIR OVERT RETAINED BY BY RRE LEFT & RID,+'I siDE aF INiERwR PANEL) StAVE s° , I:nI .I Rw.'NaN rx sa cnDNs. � II .. „ EN I NG.d4L67 c . s I - - -11 t; : FLORIDA BUILDING CODE High Yepacii NuFF)can® Zane 4 FLOR10A 6UILDtNG COOS (High h Ymlaaify Hurricane Zorte - Q 0Rx ei aEwavNNByGH - - FLORIDA BUILDING .ODE (High Ye{aciiy flu no Iona INS I1EV iN ANY wAY N. JSIT K,F [Ua2G n ETX INC. = wa2a rum, a c F.F. INS AL ATWN. III C ', VW2a i1Eta NG FP. Q 3' Max. ----I rK� ; ATE Of ; Q i 20 GAGE GALVANIZED STEEL STORM PANEL ow"r' _ N0. 4 967 * _ 20 GAGE GALYANIZEp STEEL STNtM PANEL , j ? 1�. TATE OF . 20 GAGE CALYANIZEG STEEL STOflM PANELTIEFEW Z BY a fl'T-•'- DR10 .._ C__.: F �A� 3 it : -`c' _„ "_._,__ } --- yr 3-.e_ E.o.. am » ,wm ,` S' GLOBAL PROTECTION PRODUCTS LiC> Mn {D'.• STA7 DF Q:I GLOBAL PROTECTION PRODUCTS LUG. 174/Aam QIZAIL i 4 < GLOBAL PROTECTION PRODUCTS, LLG. °7d"�030 ' ......• O `.: f O FOAL�ay !� 1L ECUEN�, > 9E /2•.,• vlE� x - IC EC�?iNs Z T�.il�-- L•' '� �s INC. ��S1 hi SCALE. 1 s.,�r sA .b I 1"'T'' 1 3 W y QX,; ALUM, ANGLE Li STOP BAR SA "M S.W. 51 VIEW a + r F r •,' Sew B.' . iTPELf NA' 4eDD Ar'.W. S1 BTREEt' 1 r' LONG T IHIIH>IL d`/.1'GA Cur T1GETmIIE & ETIRNT[ETRMG Mtw. FL JaSrA �, D.: )� ,i' * 1x T BNG i ETf4l6N6 a0>MANT DWUF. it SUM tM' xs. A!w A. >a MHIYAt M1YiW4, rt ,#!s PENONC• ls'a: PAX &N}se9-671H' Ne. A, r. se. wmM AAaIOA n AS,AS PEgNE: iN,IDISGasu, TALE 20-176 ', �# - L N 2G-176 1 A TfsrwlG AE�rG1NEe+BNa OaMpANY IMME, rt JJJ14 2O--f 76 Q dDral sn. xNT, .x.T.. ae >,r -. Am D*W0N0 N _- ra , am .,-I., -. / L)' i SS RA>v (1W} m«-I- . Ara r. morin Aw •v: « rszwm w I�AM'IC Hal ( - I iAS+kSI-eras , !C - C5 Nx, iRs A_ • #. rrvw. 4Mem, aEla PHaNE: 96."-754A, FAT: ")"IE-RxIT . ,v.l( x. - - F2063-T5 fviiTn, ALLOY A>a,. xN_IAR . 7 >n r.. 01• Ate. "Atli '. " s7mkT 2.2 DTar a ,nf F1 t1„- ,ALTER A TDyv r,, P.[ > ae ,a-:m > sMRE s7 w 2A PZ 9ti'nw/M1E •, *EVIm A, ro,N - PE. iEALl:oaNlEjyE WNl'ET1 A T1RLR Jr.. fi•E. . tAf } 1. #ElLh1i P£ SFiuISW+NTUNE/OATE -- _ - CArOW07tIµaP'G • .. - SLATE IR " 3R IJ- ih-00ae71I N DI,i 1. SHEET NO. SH 1.2 1 0• ... ./. t F 4 L.. ,aa tu7fTNUM AS:D. pay W. PR E MI- P RGTH LL))EE m. �TNDA6 MINIMUM SEPMM.TWN PANEL .APPLICABLE TO fMYi NC }. 5&. { ) TO GLASS CONOIION SECTIONS, +66A. -75.3 7W OR LESS 2 9/t5• 1 BOLTED • V.X. S- 1'W, 2"W a 3W +88.G. -73.3 70' OR LESS 2 7/8' BOLTED • 4' & .W MFASURCD(4v BOITDA{ OF 1PANE1LS• " "xv P, — is, — LP ,•ro.K4 U. ,N r . •• '• ! r r• it,S 'd F ,.'! . 1 e 1 .► I w4 L :1 T1 A,ti : 3E ,4< 71• Lr±L e. : 1 T, Gat a R MA%$AUMN SR}C-id F RS.SURE PRESSURE RA71N'G s f. NEAGMTItl1H ANCHOM SPACING FOR E: 0... 3 3/2, w APPtlFu,ALE TO SECROMIS 0 & An �� OF THEM AAAMM tl PANEL liNG1H 1• {M.} TA° cAUk.m x PANmmArE FEMALE to PANTI MTf PLUS TO Cd1CRETE m COkCRflE ABLOCK Ta CONCRETE Gon'CRIETE CONCRETE 12' N/A I 12" N/A 12' N/A 12' N/A 1' & 2' (TOP) it' 3•A t0" 3` D' 4" Uy 4" SI, > )4 12' 3' t2' S" 8" 6' B. 6" LTD Y (80 M) 88D« -75.3 N/A 1 N A / _____.,.,-.-,a,,- N A 1 NIA I ......... .......112 -N/A N A J N A J � _____„_ 12 1. 2" ! 11" ^ a' 90T7DM (BOTTOM) - W -3' 70" OR LESS 7` N/A 1 8 f/2" ' 4 tf,2` N/A a 1/2• NIA (TOP) 12" N/A 12- N/A 8 1/2' N/A B 1/2•LN/A 3' (BOTTOM) t 12 li A 12' N A i 12' N A 1' Z � DP(T ) 12• 6 j T 2 9 , " /2 12' „" la"4' (HF9TICLd) 4FIUMITEO TO MO F D. af. AS OF.:dGN PRESSURE RATING. A SEE SHEET 26 FOR ANCHORS TYPE A SPACM FOR INSTAUAYONS INTO WOOD. "ARE BLaLDINO IS 6AAH" ANCHOR SPACINGS AND M04MUM Dist IN THIS T',ON ARE EANCHi FOR E0. LESS INN+ ON RULE R MOUt'E COULEE AN01ii'& SPACING BY MULT:Il .... SCHEDULE BY MOPOUGGIs SPIDPM SHOWN ON F ✓Pt11�1LNE: BY THE rAGt� W/DWdNG ,FUR THIS TO nay O POSSIBLE, SIC, REDUCED US,a"1C S. LESS T+ IW TEDSPACINGFOB EACHOFBAWED NOT O LESS THAN MMMUM SPACING ItIRCATFA iuR EACH ANCHOR TYPE AT PE AT RATIONS LE'GEU.D.- mom" Ism i/4`1 r.-cm L/4`4 iwm 0 4`0 `vAl1(PLUS 114. '. O`Usfi Ws i womw (w) 3 3 1 v ill mPYPwrA„,, OA,,,ab ) 3 3 3 - a MI0. M a,a"x ,Ea4 03 A 3,fa 3Il2 4 A XA%L GD, :!M NICIOR - i I,W -A - - .. 3 117• - _ m y ,AO - LIMA e3 07-1 •} RCD,RREs LIPA, DISTANCE ei',AMEEIN E01T9iA .aF PANELAND M TO B; 1/'2'M/,q- P-:�-/f }•{- REQUIRES Mc DISTANCE SEM'IN BOTTOM Of PANELAND �TO BI 311W [ -- - -- --- PC3N S F GULAR, LIFE SAEETY A E—ZSTQRM PANEL,SMEM I (SCALE 1J2=1') - -- --- _ _-15.125• horu WNDrH) -----_--_----- - —_2.181r-- '_'___.. __-- _. _.__ ._r2.5@a' (EFFECTIVE WIDTH)---.__.- -- ----- -. - .---_—, j 1 -I :-a93' S 1/4•r2W/4" Ct T _ T.25D" -e .750' -- I51 SrW faV0TE0 . _ '---- ---" -8 1/4" (GYP.) ........ _ _ ':. r. .37a«-, -1 `�.: ... , -OR �,4 2 4R• .. "r:,•--1,J$0' _.-..__1.330'-._-1.350`.-.., kf`.. I,250` 1. ',, 168 r. -g- .tt88 :: /Y', r L1-390 I`-..j,. �TD' (MAY BE rIpEASEop _ �. I N f-_ '6�F' .e66- - - 7T pI T. --_!S _ i,,. Ct 0.024' MM. TFAOI {� 9l? iR -,-' 3.378" t$T1 \. - \ i { ;HEMMED aALVANd2TD STEEL • A 4 .. ,i`: ..^ - 4• � j r EDGE ASTM ag53 TYP. 2.OIX)' :.084" I .200" 'iT. 7.015' d 1 -_ _� _ 6,,, 2.125' i __ - -. G^d4 GALV. EIIGE ) DETAIL I---1.500"---t -- A 46 _..,.-�: .084 .__ ______-----------•' .375 -irmP om) (I)STORM PANEL 1 •-- I_ .__(_-- I.350' _-, DETAL A -- ,,,,, -- ;--1 PANELS SHALL BE I6TAI.ED ALWAYS--_-2,30r---1 momAT LEFT WHY f of PA "H" s✓ "F" TRACK 4 ANGLE WITH Stub ALEFT oTo NEE (i) HEADER �.. �>✓" .,,.., PAAKEEL 0.D24' LMI'll e,.r R,Af'L'S END LW �,>'"lop EDGE GAIVAtHYXE:3 STEEL 3;''°L•t W hfuwD Ei7GE �/ .r tO.OS" § -. ti. SANE- , ;' { '� ... r 6'?5 3. {Eft# ,` DO,'i4. 0. 5 :' 0.250'0 f i L - 40.7 a 625 l 1 t£ I 2-5g 1 • ' HEMMED ' A a @7a0' j � . l I - 2.250' - ' i , - tom. "f ` tw E Y '- -15 OR . I V W DETAIL A .. _.i._ �Q1§EDTCORNER E - ,. ,133 `.95T 1 1 _ ..,E 23t .- ROUNDED CORNER 0 £TUGS OF PANELS „, w,. �".: m I;-, P W a' EDGE. E ND HEMMED W D .125 ( �I 2-w. I I I' D87' i KEY EMU HER 3.750' ,�2, (Tro.) tui. 3105-Hi54 AUJM. AHOY � KEY, HQLE AT PANEL -?-•.- _.. .._.. _.0 1 1 i - {{ 2124' Is SEE SFiEfT d FOR AOAPTiLWA, 11 ,....750' _. 8t3' ATgW F SLEEVE IENGn± IS i •. - ---�# .091' t ® SM CeLA 1 j�" I-" 125' i .- dW O. STR FOR M57ALUI!tJNS 1AlfDi p111,Z,E,� -''-;) wY300 SIAUGRPRES 2: I.. �s MAD(, LENGTH t T- 1„ _: L.. w , ' _..-..,') 2 90D".. _.- i-000", 3.T90" ...193•._.__ "-- I- I 125' 2.DOO R ArI1• i ---'2.5ae' -----' 1..118' 050 0 E )I 'H" "U' 17� a :) REV. HEADER ® HEADER 1 .. __ _—___._1• MIN. 10 5' 4)K.---- ---2,QW--••; ® SLEEVE 1" MAX. Irk 1 D AN= "j- BACK i�? EMEL HANGER A111H1Nt 1 374` ""-.___.3,000 3 .- 6061-76 ALtDY ,so {i Tr{ FN, 'i i j'4" WIDE 200, d_._°`4, T...__.._.-_T i ' ,.--...� "t5O` (---~ 1 O82^. ,S�� ,. e, w", (USE ONLY FOR E-E HANG STORM . PANEL ' .31 i' ,656" .-, rL -470' `--375' RNN-""T:«-.: •• .«= lk C s(�' • - SYSTEM) 6083.-T6 ALUM, Ad.L§?t' '. 1.611.z000" N 1 'E + P 9 1.125• •8BD x (�. -. = N0. 44167 FLORIDA BUILDING CODE Nan H(gt1 V9lacil Hurricane IsFITo DQD I, i23" s aa. ,--MIN. o MIN. O 0 . I.-__ £ a"ato Ta,M Ps. 4 GAGALVANIZED STORM! PANEL F.P. -OBB" ,.2D,• i i________-.i '. - 2 GE STEEL oT.WN sr. _._IRS off,- : STATE OF L � sFE CTKtvS - - -�• d �.• A' !- 'rwarwaa" 4Tfnrml0 `•- -- 2.DD0'_...,: -'� '---,, 'fi. .� :._ D9.. • Vk$ 11 L I E C O s p, LGWBAL PROTECTION PRODUCTS, LLC. WTe - I_ `'REET t TILLY! T G"�. �,FIw,, w`L = .2Ga" ^"j/, iL,atO" a,mPs A u,s (Y54)9a9=r5i5. LAC tS3.)�F"6r9T 2D- t 75. f+ " f -. I N — : oeY.S CN�,BG . w . Liat p,-,ss, P. F TRACK 15 & 5� WASHERED WLNGNUT "- - 1$ BUILD-t3UT 1osr (R 13UiLD-OUT CA 6719 , i , ,,",,, sue,. TR"K AN A (iAMAC 3 ALLOY) P-E WNdEN.A Jr.. P-E. SKEET 2 OF fa IL419 EXI5TING .WQQD STROTUR 1/4`a (AG ^SCREWS a a' aC W/ 1 RA 2" Mtn. 7RREMEO PEatk7 TIIKI 1 , J� s LAG SCREWSa a• O.G. W! '� Pi. 1 •,/2' Min. T-READED PENEIVIFION _ -'.- c ''D £7S15'W. 'I WGOd 1iFA0FR , - I I —.(J fi [ M:n_ HILT WOOD F,AT 7KF r a .Pd EA fEADER , i4xi- i 00nE. S o FA" ENDb ( -f N! I _ H&C-1 "" C4Ld #ii 'EA, END OF 0 GOAL 1/2a A, A 11Ea111 a '"` NIT 1 {$ �ff;; I- ro Russ I e1NG �1F a t.. ".{NVY 0-ARIA,I! all _ 4I 11 9 u , i ' U t st ­. w t • , 1 ` • i 1 a u ­--r-1. -­] 21 3 Ili 2 C ' i ♦-E 4' I�; D'3 NOTE M 6FJSW4 11 1/4`4 �i SCREWS R 6. 0.G W// li 1 ,J2 tAln TNRFMED PENEI4AA+�QN A OF P T I' ,' Oiri LAIC h IsM Ls 20pO OR f2} $t+-10 NA+kfl,uATE PWPy' W.. 7!8" Min PEIJEIRATNNW tl ,2/9 57 ,DR jW. tx, Oz4' 3 $A-OD�aNY E= ALTERNATIVE i N SCALE )/4'•1- 1 ,. INSTALLATIONS ME O LY VA.UD FOR SUIDINGS W IN AS.O. OLSLGM S U< TFU +68.0, -75,3 PO ANO'9ANEL'$ LENTIN UP TO Sr-10, 2, 2. FOR NEW WOW TIME CONSTRUC, o WOOL) MEMBERS TO BT. SO,ANB,RN FILE No, 2, W/ SPEGa'dC DENSETT 'Jt' G,SS OR EGUN,. SEE S E"vL'105n AND RFIX1pKNEN +' r9R tF'_T VIP BW (Al AT Rpt , WELL AS PANEL CNKMrEGTnN TO I1,ACA5 GR AT BOTTOM, 64M 04 tow OR low INST, T10N TYPE aN 2 Fm coNewillm OF .YnTYWt f TOP & BOTTOA. MOUNPIuOS CAN BE COMWAUT w ANY j WAY TO SUIT ANY INSTALLATION. it 1r •a N ;tit. . _ ... Fk MAXIMUM PANEL LENTHH "L+" OR "L-" (ft.) 0 MAXIMUM A:SO, PRESSURE RAYING a:T. + - - CONCRETE As WU00 06154LATIONS T 2aa 721-D tz'-a' qmo f2-0 If'-8' MO II'-8' r0'-9' ]SD to'- to' ID•-o' 40.0 F01-1 1 9-4' 0.0 sD o- � , 91-8 RA a -01 —a,-;;-, s5 D 6R0 s'-;, 8=:3' t'F s u 7' 7' O&D a Y _ 7U.0 7'-F 7'-0- - 7S0 7'-5 8-10" BAD 7'-z s-7 vsa-� r-D s'-s 90:0 6•-9' a^-,2' f 10.D S'-➢- r5D - 5-6- i1Ra I 5`-•s' 4b-2Gn]fA' a�lffi"a�37` wPNG W i a F/e'RY OVLRI.AP 'g . 1 d -­ �- i r IA-1 PANELA : FEMALE Ki { I P"1EU ATE PLUS W/ I , 7/8' AIR. TWRFiIum PENE,'wIKNia 12 112' a.0 RW,. P{ 2�"a4' -- WOOD iIATE R-aUIRF.D m" F e� F�IIIATT OR OIL nFa21rd11JLS,:.fi�-,2P4& SCALE 114`:I' 5 i E C" "1 ATbSt6lfR NOT€ : 1111TER I. 511TWW FOP ILMr1T1 r- '40, 4 Orr-,- *" :* -1'1. STAI OFY';re3 StN211�1dEL3 r1 A�!F=1 AS Ewd H ENO WL M TRACKS a - a), t & 0 QR D.M•"(j). "xj!' DIRECT MOUNTED Ai ETCH £NOT MAXIMUM PANEL LENGTH `J, % C,y.. "L+" OR "L (ft.) D MAXIMUM AS ). CONCRETE & WOOO PRESSU— RE RATING 6STALiAT t (P-0 (+ or -) L4 E- - MO 14'-4' t1•-0' 23.n - w-3D' Iv — Mo ft'-a' 16=7- 400 9-I, M`- " #510 1' .71 _ 9 8 —$G,0 ­ �a -7T- a 3' - 5so a-s -7_�. 60La---- - 9-O• 7_W 660 - 7-S 71 _2• i0A ] -5' e'-17 ` 7SO 771-2' 6'-B' a - 83 r-a. 6--.5- 904, -8,-9. $,-1. � 510 .-_ d•-7v-•-I0, - H00.0 — - -i-3— '1 7' Imo, W-a, IFO.0 T75.0 - MINIMUM SEPWT04 TO'. GLASS SCHEDULE MA%tMUM PANEL l£rNGTH WIND SPEED 4 170 -eh WIND. SPE£G > 170 m,pk Gn) tRakE"sTRANEt) RES'D' kno 30 OR LESS' 8` 8 iJ4• >33 ID 9DT 7,,-,- 7 >90 t`o 145I` ,_REiS'LRA!#d£D I."• 7 1J2` UINIMIUM PANEL LENGTH finl FOR A GIVEN MOUNTING CONDITION TOP TEASIEttHEADED ft „n, ,U. 1:,55TUUS` I A`WLE i "f' Twit, i ^r IWA40% WNbR:E [BOTTOM #*r TRACK W/S- I DIRECT MOUNT J2` 32" 35" 55• 60' 5Q' 4 ,.S-Xr-S' STUD ANGLE 3s" 32` 32` I 32' 42' 3e _ 38' b 1'F' TRUCK Ss-32' 32' 1 42' 67" 50 W 1 w 9 TRACK ANGLE 50• 33• 3a' I 38" 66" ws8- I SF' 32" 32' I 38` 00" 5B` 58" PE. ' LAG saRE'Ws a° nc. wf - /2' . ALF,, - PENLTRAPON ExITI,G TFULD REMiLR. > rEA•f-7 END DF (D \it p � - /I 7 e ffi r WING NUi 6 1 v E 5 1 i I i 1 k"P r 91 hNwk165C"iNi Las'€ Nm IA. Elm.owP ,Palo LAG SCREWS a 6' 0.'" w! 1 1/i M I T."A'S'A. PETSiRATiaV -- MIF 2'14' WDAa PLATE W,ii,A6Tk rcAT i 4't � 'SCREWS 0 6" D - r C W r 2' ",, TF#EAIEEA PENCFRAnpA 1 f rO F'AISTIiiG WC#Xt taFJu7£R. t/4 P�24r 4• M S. Gent W/ r}B'i3 2" go 4 —� A1 PLOT 12 D,R:, G'9nL (teat' S4f.i. wI a FA. ENT+ OF ID { DETAIL 1r24 4 mmurgrafga r4•P.-3o aJ+` e-s, w/ T/6"0.313p, NO NTH B ,2" DIG, SCREW 4 1I 00.. Y, °.Ail PENNE 14N or PLATE 4' +L'd�:.C. 20 GAGE GALVANIZED STEEL STORM PANEL F' -_-. owam F; a " GLOBAL PROTECTION PRODUCTSREET, L.LC. .ace 3.w. s+ st'..Kc o -2 FL Ju,aK. FiA'9iG (fsA>w- 'L riX 145ANas.aTL1 7,,,`r° tr ENaiwrLRtK6 w ANY W }g• M>,ia tlARNi it ATIa 276 4,F�+A'R - N . , f1M1 m-Lta, �,r azr.. -.... R ,o. I - I -a,.. I a - ousimme No: -- - 2/4 T j4. 3/4, 4/5, 5/55 & B/5 3. MAX ANCHORS (SE SCHEDULE ON iWje, 2W%�, 3W/7 4MAX ` `_-- SHEETS 9, 10 &11) - _.....- "----...---.--I'--_..... '-1' MIN. i 1' MOH.-' d 0 a 16 -- -- - _ - ---i`-r- - ---I- T`I--f -f "I T 1 _ Y -+ I I I I i I t p � , Li I I s I .l_1_Z 1, - BOLTED PANELS WJ 1/40-20.1' {SE'E SECTIONS AS I i ? ! I i ' APPLIC:ABLE) !; ! 1 S.S. M.5. 130Lr Wj EA. OVERT i (SEE SECDONS AS ALRIF1 CABLE) . ,. 1 « ! i I N [ J I I y ,., t . .. �.� I ) ( _. 3. I - I , ,,I r 1 ,, f W . [,... [... �,... t i I I I I 9 4 i f I i I {{ I t i I I D.M., 3 # ' _,j _ _ i I _ - I . - - - i- T ( #.` Hof a � - -1- I - e a OC d a' 'skfa W 3,' �-1' _.3..J _ _ -' "' 7MNI MNMAXE .'A 2f4 MIN. T/4, 3/4, 4j5, 5 5 & 6j5 TW/S, 2Wj6, 310 7 a dW%7 ;- -.-...___.---ANCHOR$ (SE'E SONEG%u, ON SHE7S a. TD &IT)•- ... .-•-- - _-.--.-' REGULAR *,! TIN 3.+L1ilE,E/I Z6117' N,Y.S. , 4AM. GAP / -^,-- (MA, U'E)aAP -1 WHOLE •M LET) __! .. Efj OI N A- A NTIM (1) L+:. MAXIMUM ALLOWABLE PANEL LEND'ITH FOR A OWM POSITIVE Asa DES" LOAD. LENGTH FO L- MAX Au4wmnr PANEL R A GIVEN NEGAIM AS,D. DESIGN LOAD. (2) PROCEDURE TO DOERAaAS WAXPAUM PANEL LENMK- GLEN A PGS,trvlE A.SD. DESIGN LAW, DETERMINE ML1040,11A PANEL LENGTH 1i• FROM SCHEDULE - GIVEN A NEGATIVE AID, DESIGN LOAD, DETERMINE MAXOAUM PANEL LENGTH %-` FROM SCHEDULE FINAL MAXIMUM AILLOWABLE PANEL LENGTH IS EQUAL. TO THE MINDAUM DOR WED PANEL LENGTH BETWEEN 1+ no- (3) SE SCHEDULE BELOW FOR MR, PANEL LENGTH FOR POROSITY QUAFF'100TON. . INSTALLATIONS INTO WOW ARE UMPTED TO t 95 P•a1, MAX RSA_ DESIGN PRESSURE RATING. 1. 44167 % cam VV= Wc. 1M .. * 4a FATE OF _ I L C O I ORION` .• o,, -,,L0- o,..1E�sTvz n.o, 24 GAGE GALVANIZED STEEL STORM PANEL '1W .ORAL PROTECTION PRODUCTS, U.C. "I" HAM S.W. M STREET 75 ORAwRiQ Na QW& IL 3"'.20-T IANNE: (W)RI FALL" --.,..�, ... ,.,:.. ... GENEM NOTES Q6fi fT� .EE SeEFI> r AMMANG_FBr PAea1c1 (C) i4i$(S1WD�n•�uW 5ffzFS �+AN1Y C . QAis hAS; : , STORM FANEL SIIOIVN ON THIS PRODUCT EVALUATION DOCUMENT (PE D,) HAS BEEN VERIFIED FDR COMPLIANCE IN ACCORBWC£ - i/4'e 7APCON AONDM AS MANUFACTURED BY I.T.W. BUILOEX, INC WITH THE 202P (711, EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL. SHALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCrS R COUNTIES)- - t 4'e N - HURRICANE HALES EROWARD COIL i LAG $W ( f ) / r FOR A C HIND DESIGN DESIGN DETERMINED 1DG9 O THE ABOVE MENTIONED LADE Fi4:A DISTRIBUTED POINT T SPECIALTY i. D ND - 7 -t B'o , 5 e" WOOD SIDLING AS DSTR BITE➢ 8Y AL. UI SCREW. BOLE & IPECAC 0 S WO D B HN LURRE SHALL BE DETERM,ON AS PER J / : ) F n FACTOR W 1 JURISDICTION ORM PANEL W+iL B INSTALLED, AND OR D. GT%7 `MiIIY ACT SPEED F;,S REOUIR£D HE 3V ISDk. WHERE 5T �£ IS STORM 403�0.83, LENSING ASCE 7-I5 ANO SHALL NO EXCEED THE MAXIMUM (DSO,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2" AND 2' FOR ELCO PANELMATE PLUS 3 l 12 & 17 18 AND PANELMALE. FEMALE ID UNORDER TO WERAY THE ABOVE CONQITDN, ULTIMATE DESIGN WIND Lam- DOBRIANED PER ASCE 7-18 SHALL BE FIRST RCDVM TO ASD, DESIGN PRESSURE RARNO BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE Wl MAT(, (AS,O) Co-2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO rmRMED DESrGNPRESSUR£ RATINGS IND4CAFT£DON SHEETS 3. 9 1HRD 12 # 17, T$, PtNETRATKIL INTO STUCCO SHALE BE CONSDERE0 AS PART DF NNE REDUYREb THREADED PEN[7RA110N. M VERIFY T w ,SN :E.O. AS tES`IF.Q ' NOT . ESSEO A 339 E IN ALLOWABLE ORDER TO VE THAT ANC DRS TT•IES P OVER ST7 IN D SHALL G IN IRIS WING WI/d0 U0.AD5 WAS D$ Lr5£i} IN THEIR ANALYSIS. PA5TENf SPACING TO wOOQ HAS FAE:E..N GETfRM1NE0 IN C. 3) MINIaUM EDGE DtSTnA�E OF i.AG SCREWS, INTO WOOD BE AS INDICATED DRAWING 5TR#� FORSTEM DO ACCORDANCE WITH N.D.S. ZD$a STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE "I" SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/6`, 1/4' 0-20 SCREWS USED SHALL BE 3 1/2- LONG MINIMUM THE ADM MENTIONED COME AS PER AMERICAN TEST LAB OF SO.iT14 FLORIDA REPORTS #0814 O1-01 AND /0219.02-09. AS SHOULD STUCCO EXIST, AND i" MINIMUM FOR WALLS WITH NO STUCCO. PER S6r0 112-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #112301-10 AS PER C.5) M CASE THAT PRECAST STONE, OR PRECAST 00HGR€7E PANELS, STUCf'0 OR WOOD BOARDS � FOUND ON THE £XiSTfNQ TND PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W( SECTION 1601 OF THE NG CODE WALL. MICHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. DA LDTN CODE LOHI BUILDING FLORIDA ANCHORAGE SHALL BE AS MENTIONED INC §), C T) A: C•i) 2 ALL ALUMINUM E%114IS10N5 70 Ef 503-15 ALLOY AND TEMPER (UNLESS O7HERIWSE NOTED) SEE SLEET 2 (D) ANCHORS SMALL BE INSTALLED fLN.IOYRMG ALL GF THE RE'.`OMME1'N[1ATIfNNS AND SPECIFICATIONS OF THE ANCHOR'S MAFtUFACnORER. 3 At! ALUMINUM SHEET METAL USED AT CLOSURES 5HALL HAVE, 3T(5-Ht4 ALLOY. 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS a # ALL STEEL SHEEP METAL. PANELS SHNi HAVE STITI.R«'T UAL QUAI:IY 31F ASTM A-653 GRADE 80 M1NIAIUM, 6-60- GALVANIZED YfROI 5) EXCEPT THAT HEADERS (D At() SHALL NOT BE USED, STEEL DESIGNATION W/FY- 922 4xd (AFTER RGI}.EO). 9, IT SHALL BE THE RESPONS;SiUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF WE STRUCTURE WHERE SHUTTER Ic TO BE: 5 At', SCRM TO BE STAINLESS STEEL 304 OR SIS AIS1 SERIES OR C49KIVON RESISTANT COATED CARBON STEEL AS PER DIN ATTACHE➢ to INSURE PROPER ANCHORAGE. THIS SHUTTER SPAL ONLY BE ATTACHED TO CONCRETE. ffiOCX OR WOOD FRAME Bipr,:ClHt . SOOTS Wj 50 kai YIELD '^STRENCIII AND !O bi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION A 241t 3 10.. REGULAR STORM PANEL wins LENGTHS OVER W. A5 PER SECTORS 2, 4, 5, 6 AND AL7CTINC VE$ 1W. 3W sW OL E NEC Y VISIBLE INSTRUCi1N(L OWNER OP TENANT TO INCURS -0. 5. 6 & IH RPPLI CTNELY: SWdI HAVE A AND 6 &,LEIS 1a BE ASTM A-307 GALVANIZED SI'FY]., OR A151 3Q4 SERIES STAINLESS STEEL, WITH 38 Kvs MINIMUM YIELD STRE74GFH.. SECURE PANELS WRW APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WMNINC. URING S OF H RRCAMWARNtN 7 AN TO S 8 AS I. r ('HOPS ALL HALL E FOLLOWS, S I R ,. r - COMPONENT WHEEL REMAIN N CONTINUOUS CONTACT w71N THE INSTALLATION! CDtdfRAC'Tfl S O SEAL GUIK ALL SHUTTER OMPGFIEN EDGES THE SUU4.ONG TO PREVENT WRD/RMN INTRUSION. w T jNQ-�Rm- ti P 1 ,N 1 D U WL HNG AND AN1NG R ' ,. .IONS = 4 4rt'P TAPCON ANCHORS AS ATANU9AC-IURFD BY I.r.W, BUNLD£A. INC (ACTH, §'c�3t92 P,y.I,) 1,.. STUroA PANEL INSTALLATION Sw1i1. COMPLY WITH SPECS NRNOATED THIS RAINING PLUS ANY E ➢ C EGU.Ar T F'R•" URIS1XGTttTFU WHERE PERMIT S APPLIED , Y *HOED BY THE d ERE ED 0 7 ' -I F fi -- Y 4` a x $ [ALP. N ANCHDltS, AS MANUFACTURED 8 I&WAL INC / / A" - §/_ e x 3J4' SOLID -SET ANOrIDRS, AS GHSTRIBU'IED BY ALL PLYiN•I SCREW, SOLT & SPECLAi-TY Co. 1,-y.. (a) Tti6 PRODUCT EVALUAfiiOFi DOCUMENT (P.f.D-) P1fiEf+:AREO Err THIS ENGINEER 1S C€T1EEeC AND DOES NOT PROVIDE iNF;7RMAIK+FU Min. r.- .s.i 3W0 ) ( p -PROJECT. FORSPECIFICSITE awHERE THE SITE CONDITIONS OF5 DEVIATE FROM TE Pf D®,d_TD . PANELMATE FEMALE 10 & PANEIMATE PINS ANCHORS. AS MANUFACTURED 6Y ELCO CONSTRUCTION PROCUC7$. - 1 470 A4 F MANUFACTURED INC- 2AAfAC NAX ANCHORS, AS MA, U ACTIURED BY OLiYAL7. / 5, TO THE R AN INSTALLATION 'dNG LIFE SAFETY OF THIS PRODUCT E CONTRACTOR OBE RESPONSIBLE FOR E SELECTION PURCHASE D INSTAIA O aNCLL () BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TINS OOCUMENT. A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE 15 THE CONIRACTOR'S RESPONSIBILITY t 3/4- FOR 7AMAC HALIN ANCHORS, i€.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUO IF MODIFIED. A2) CALL -IN & SOUO-SFT ANCHORS SHALL BE EMBEDDED 7/D- INTO TINE POURED CONCRETE NO EMBEDMENT INTO UCCO SIOLL BE PERMITTED- 114' 0-20 SCREWS USED SHALL K 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FIDAUDA REGISTER[➢ ENGINEER OR ARCHff--,M WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS #ITN NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THPEAOED SCREWS W/O HEAD, ENGINEER OF RECORD (£ O.R.) FOR THE PROJECT AND WHO WILL BE. RESPONSIBLE FOR THE BUT WITH WHO NUTS PROPER USE OF THE P:E.D, EPNONNEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWINGS FOR $WVKW. A-3) IN.. CASE THAT PRECAST STORE, PRECAST CONCRETE PANEL'S, PAVERS, STUCCO OR WOOD $OAROS BE FOUND DN THE EXISTING WALL OR IMP. ANCHOR'S SHALT. OF LONG EHOItS+ TO REACH THE MAN STRUCTURE SOUND SUCH PANELS. (at THIS P.E_D. SHALL BEAR THE DATE AND ORIGINAL SEA& AND SIGNATURE OF THE PROFESSIONM ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A2). ENGINEER OF RECORD THAT PREPARED iT ft tT1 .KKT`AN= CONCRETE ADL W_A:1 AStM C-9q. It_ SHUTTER WINUFACTUREF'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I T W BUHLDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709S.2 OF FLORIDA BUILDING CODE. ONE LABEL 54ALL BE FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17D9.fr.3 4F THE -. Ile0 . 7/8• CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT. WC. FLORIDA BUILD CODE. - Ile* X 3/4- SOLID -SET ANCHORS" AS DISTRIBUTED BY ALL POINT SCREW, BOLT At SPECIALTY CO - IIII4-iO PANELMATE FEMALE O AND PACLAIATE PLUS ANCHORS, AS MANUFACTURED BY FLOG CONSTRUCTION PRO tltlufj% - 1/4' 0 ZQAAC NAIUN ANCHOFr, AS MANUFACTURED BY DEWALT. INC .e:. {G� A.t� ""`• td").MINIMOM EMBEDMENT OF TAPCON ANCHORS, ELDO PANELMATES AND ZAMAC NAILLN ANCHOR,: INFO THE ,�• GE%� T•"` - BLOCK UNIT SHALL Et: r iJe',. 'f _• 1 '. 'T 1,,,. FLORIDA BUILDING CODE .Non High VelocityMurrlaon6 Zone 4 to,a44 6T Wa6xa mmw s,r. r s 24 GAGE GALVANIZED STEEL STORM PANEL 6.2) E2,L.N(-IN & SDUD-SET ANCHORS SHALL. BE EMBEDDED 7J8` INTO '+NE. CONCRETE BLOCK UNI:. NO DatTD _ TIRADE a+• STUCCO SKALD. BE PERMLITNED. /4` 0-20 SCREWS USE: SHALL BE I ,J2' LONG MINIMUM 5400 O0 EXIST. * y �r / tnlnlTala AND «_' MINIMUM FOR WALLS WMM NO STUCCO. -o' "_ STATE ti CABAL PROTECTION PRODUCTS, LLG. .. f '! IL ]: 1r O INC 1 a1E: 89 . E,3) 1N CASE 1p,A7 PRECAST STONE, OR P9,£YA,T CONCRETE PANELS, STUCCO OR HOOD SOAKS RE r'iJUNr FCQRj .I'�J fdAy T.T��„Dr.wac.mw,�xL " »1+ EXISTING WALL, ANCHORS SHAD- BE LONG ENOUGH TO BEACH THE MAIN SIR FIE DENI•LD SIiCN PAN • �,y. f wl.. I-en-.xye f ei -ONE LoHUSs -Ts.a FAx: i0e.)�.-030F 20-175 ANCHORAGE SHALL. BE AS MENTIONED IN &I) AND IN 54)• ayAsZI jNA� Y+ _(� �� Q°^ yp.,ny mare. - ' AlKii - c),n A'AitNHHi 11.1 PE XALf9aWUWWJE w,RR A 3.. P;_ SN01 , aI is ,m _ INSTALiA"I`IQN 12ETA.II.5 EQR REGULAR PANNES I T POURED CONCRETE t5TNG POURED CONCRETE _-ol O POURED CONCRETE ___E, OR CONCRETE BLOCK OR CONCRETE BLOCK E REDLurrED prl ..-, REQUIRED. CONCRETE ANCHORS CONCRETE ANCHORS _ d (SEE SCHEDULE ON ✓r (SEE SCHEDULE ON IEXISTING POURED ! SHEETS s THROUGH TO) SHEETS 8 THROUGH t I - CONCRETE DR ..' CONCRETE 81.47CX ---3 LlaY� ( lI T.-."- r T 2' i Rc0 .-_ f 6q�s 1/4- >';fx` .f IF14 .. W e a 1!e' O.G ,ram .�.___._ _.`---._____. U ,r ____,.....__-...- CONCRETE ANCHORS I ! ' U SCHEDULE ON �;'. .1 --_ _ _... ,Y 11 r,f, 1 1 (SEE 8 ESHEETS THROUGH 40 a �r i ED j�� I � ) i y �� Iy E f I ° f I �.,>fsr f I' .�1,<f .:i .. 1 ,•: 1 �; 7, F. EOi i 1._.(`i i € 1 T 1- ',� 1�j �J t t B 1 'l` 1 L I I/4•L-21Mi` §L �.- L..___ tfa•N.-ARCM' _. - - FL- 1). § F _ _-�. A.. I - M & &% Ya N eQ1. W Fi S I �SCPARATION �._m.. A3 BL B 5EPARA'OGN ,'T."'�. _Ar +7,. jsi I TO GUiSS .. _..k 1 O.sE eDR BN4L. TO GLASS. _' I w FOI ;wL >;,F�` ,, r/r I Y. LFMP41 c. 7 „ tBasN' ,B I ^eT r r 1 O,R}r ^TARN' A ..-";., f SEE •/. T SCHEG(RE. SEE SCHEDULE a',...., , s E4ISTN ( ,._. _ .._ 1 Ma � I t , GtAss""a aN sHEEr a) ' PANEL LENGrN aN sHESI s) ) 1 I I N ._ I E Aiin, BON I I ;: (SEE SCHEDULE it 1 j SEFARA t 1• IA4x. (( 'L' Max. t o GLASS- L }} LENGTH PANEL LENGTH I I ON SHEET 3 a I ) (sE I E scHEDULE ' L--__ =..-__$...__I._._..t a L_,.-t I (SEE SCFIEMR.E _.._.__-a _�.- CONCRETE ANCHORS _ _..._. _- _. _. _ __-.. _. - _._ - �- , _ .. {SEE SCHEDULE SEE - - ft- iF P t ON SfHLET 3 i SHEET 3 (SEES 9 THE OR .. 1 I � l '" ., n 1 I, '; ON sr1EE7 3) L _..,. A- -�- - F----f � ) SHEETS 9 THIIOUGOi i I - 1` A I ; -- . 1---___ T _..:.T IL EXISTLIC,JI ] i .d, EXCITING I 11, �,.�✓.+; .r-.,11, ' I Of ",'f::.-1 { -.: �.: g YAAI. GLASS 1 1 50% {- f 1 1 (�y^';� a G T I' o YO4 I f 1' f X .... ... t �: f, .: :- .:.. , D T � ,5 . . E. C , .f,: .. }ATM �4^ ? }}^^..r, s ,.. ,,. . l,.r W O 4% i G. irN.�:"f r I Mpr,X.' I l I-11 t i g I- ,.I a.,;, I E.G, j.�;:.. I p E D f, 11) j: d. p , cv POlRiEO 1 p :, •- _.' NL.=!,!y ,;t - t .,,: OR i EO 12 1/1 a,C : c Apy {'! (A- UCABI.E) CONRETT'E '. i :�.1 - ^..�,_i�SVW'mn.��.T tASNPII 1, BOCK L j CRCTEH€Di ANCHORS - If" �j 1 !-- __- N.S. R.EUUTRED. 1 D' � d f. tGl-. VC--,` €. w/ MR �": I . ,I 0 12 1J2, Os. f" _ - _-._._._.._ -.- SHEETS B T11R0UGri 10) 7' 1 f I ._ . ALTERNM17E 9 /® 1%ANINWCN "" - r LEG LAGtT?ritN -7, . 7,:y' `, ARC USED & Wf WHEN EXISTING POURED CONCRETE ARE __..OR COWRETE BOCK ALTERNATE CONCRETE i-. - G FOLNREp CDNCI�TE , PANEDAATES REWIRED. ORIETE CONCRETE ANCHORS_,_; ARE USED_ ."' _ #�CaNC1imis w ANCHORS BLOCK ED. (SEE SG7tfOUL,E ON STAGGERED W/ STUD ON SHEETS 9 THROUGH 10) (SEE SCHEDULE THROUGH SHEETS 9 THROUDH�i�a} ����� n� {y�Lt,�L�. � �AO y� WALL JA/ F� ���1���L•r BUILD- UNTING W Lr�y �,xv WALLA TI e :4 DIP MOUNT SCALE 3J8mi` SCAM 3/8f 1' SF.UC 3j8-t• \TYwtn}iLLr1NqAgAL�r S,... Ltrr9k ,aF « . i� «• r GEL$ •FLORIDA BUILDING CODE (Non High Voloot AM Ono Zone) _ - ' 0,.44167 _ miss m,�. om. 24 GAGE GALVANIZED STEEL STORM PANEL • yp1L�Kffi SsDSlfi 4iTON 4F.x4FS >: = * , �' I * = c- mMrmaa ED. -SEE DISTANCE �: GLOBAL PROTECTION PRODUCTS, L1C, DMA STATE OF ' ""`` i, L E L O INC - (SEE SCHEDULE ON TOP & BOTTOM MODUNTINGS CAN BE F R - • "'. TiLUT s ENO,K - coM9ANv 4uea 6.r- 51 S TIM SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY '` �' ' ,t{}F(10 .... ea. a. xa 1ewu, A P, m,a OWE" TI- u314 INSTALLATION. k � ..•. A*j>� ` p"> - : As*.T�_,m ,(smi ar_ie1, PLroN& Cxa+}Ta0-7645. FAX, (9a.)ee9-aTaz 20-T 75 CA- 000719 -!. +sewwP - -.' ma,®, .nr DPAIA99a No.: TE - ,"its 1A Mi,1aE/OAT[ wALtflT A MLi Jr, P" , e5 -1. a 9FRis i OF ,a ' ' N N _I_— U) ffi U -IF-, U N L- -0 C CT3 -0 0— N U Q ._ C L- L (1) O ICU LL p _ > .� O ^O CDL .- �� /u� VJ >... - Q = ut Q YG t = J�i$2 - .,-ft :g sm i R = cm -= . i u aI f= CM to ;: EL AEA G.7 - fl [ A A 5? P INTO POURED CONCRETE OR CONCRETE BLt7CK SIR99TURES INT4��' 0 STRUCIO _ T_ + . ____." _.__ T ____.I INUALWMN 12EIAILS FOR REGULAR PANEL (1) INTO WQQQ ATION ALTERNATE CONCRETE - WD00 AwcM§OtLc I! i----- TO CLAIM _ 1 i' - - - _ ANCHORS LOWTWW ,' - CONCRETE ANCFIORS__, [SEE 5CHEQULE ON IX15iiNG POURED CDRCRETE 1 -50/REDUCE ON .I Il4Y-mxL• 1 (SEE SCHEDULE i 'SA& aKi _ ALTERNATE LEG s ,rAo 80,is I ON SWEET 3j 1 ss- Suss w 1 I 4"RB' (Min-) EXISTING _._.-GO,,s.TKx4 (SEE SCHEDULE ON EXISTING POURED CONCRETE SWEETS a THROUGH tD) ..- .. ,, ;! - : .: e. 1(s o.c. t_.. _..n.._. --_. _. - __ L - ti F vAM1 BEAM REQUIRED, STRUT r• I i': SHEETS 9 THROUGH iGy, OR CONCRETE BLOCK! ;_ REWLREDOR RETE BLOCK '..2 !j )R .{4 i' ., _____.. ..._.. I-.- ___ep }- IW'81141 - ADMIJAC OFCE%tsntip WOOD I ; "�"�� �'_Cn t REQUIRED. ff , L MOx. BEAM BE ERRFT D BY """""'"EO,� ',{ r.CATON NATE LED CONCRETE ANCHORS , . ". li ,'t , . ENOrR§Ci-i _ _ _ ___,....,,I PANCI LENGTH REGiSTEREf1 E6kG7NELR OR ,F : > ,1' . EilG5TNG POURED „_�I. ,.. .; e„ WOOD 1tEA➢ER ,, ' , , 1 4't, WD00 ANCHORS >` _ _._ IiI t ; GLASS I a I ARCHITECT PRIOR TO SHUTTER ° :;' , : __ il: "„ SEi SCHEDULE i)Ai /,�:; ,:i - ._`, 1,t i 9 (SEE SCHEDULE 'W- {L -'..1 CONCRETE R(D EFUIREG ( REQUIRED __ (SEE SCHEDULE ON - .,f t ,. ._L -_., "VAiL4Y80N. ,,•. °` SHEETS 5 TH[?DUGN 1 '.::;'. 2. I; ,' t° .:. v.. / , 1 1 = ��.-. _;.per, ON SWEEP 1 FL'R ALTERNAsE'WOAO ANGF40R5 -", 1' Min. r %/.Tf .�" -` :.'• r ? +' T• IAn,-n r, :: ,°` x i,. r/i SitEET tT: , . :T ci -.. r „_- .C.'_' r 2 ,_.i~ _YVOaO AlOiaE)RS __ _ ,/4ti1' N[* wAL,NR i¢W ,�,: ;.. `>r'.�.<! 'tr. __-_,_.._ ._ r-- 1�4•a,• 1aA WA9HE,. +v7m _. .' _) .. N1gIU, ) ; .._. T q SPACER r ,» (SEE SL:.EDkdLE OAN {SEE SCtiET1UI:E DN . 7i _ Inr tADRDii( roe tUA '`,; z?rr :2f, :;: I _. .,:.'` ,-w .+ E'}- -»._ , _. 1•. ,. - ? 1 J ) ( ,; , _ -EDIEo^ ; r U t a �tr � , elnDoc Ter sOREW 0R Tfs '-" � -- -,.k°?I: _-.- CONCRETE ANCHORS -'19.1 iu, -ac r _ -_-- _..._-- _: ',. ._ ___.__.-.____ __.._._.. l I U ---LENGTH i W"' MAX- Q} 1-,. i J i ' T 1 SEE SCHEDULE ON ..__--'__ f 1 /2 :i 1. �.! I f U , -2. i i WOOD *IEAG'ER_ ;«« , t ; 2+ 1-k I EO ° L .. F i /Jae 1 1 ( -, _ ! f' ---.___-._. -.il./ I REQUIR`.. ,., _ I ! : ...-. R -�__e_ i - -- MAx V10OD BEAD -.__.. _.t J---_.._--._. - } r t I SWEEPS 9 iWROt1GH 70) i -.,... a 4'E-eon' ) E.G. /„•. 1 .': ;Min I:i ,-. I FLIT- _- t .._____...___. -`U « - -I ,�, >`- /., 1 R ::s U - , . I ,' ' {, i I 1 ( - - t_._,- -I BEQUTR£Dtl t 1>`,> ,rtm sous p , _ « , ,. I - : EO - - - _ ! ._ 1 EFI18Ti - t t °--1 _ - ,!4'a-2c,eucsa ea.Ts A�- s�,NF1:tl \:/ 1 EG. { F I : L a o I!.• , I 1 Mmr. ;✓ I : C _ i - •:. t_ t 8 i L i 1 - -k , 4`A! : 1, '•!Q>tl r� x f ;<,- . ; - I - _ _ _.L_._-,. _. i CUSS ") 1 1 R3/• a ! 0-at jjEX15T7NG('"'i E' : - I /f, ".`'+.:!. : -`'T i, »✓,';.:: 1 (SEE 5CHEDLOLE 1 I I i _ --'-� Y" MA%. t-ONO N.UMLWULd 5RACERS ml T2 1 j2" 1 I (SEE SCHEDU E ON 'L 2 ��1, 15p I 1) $ 1 Mrr,. -- ' SEE NODE TA LELN8 M HEET II1.) FOR '(�IV t1 � I ON SLEET « I 1 '"4 ; j I I j `:. ', f OC. (SEE TABLE 21 ON SHEET 1TJ 1 M1n. i 1 SHEER 11) )E ,rx•4za.,"%° Ff1 ,%+' r,'.. q 1 : Min, i FUR SPACER®. SEPA.RATION I�� 1 I & L" MA%Mtn_ _ r--j �.;. FL,... ✓ 1 d \,;.e7 t StiPARAf10N N -..) d SOHE[WLE 1 I -✓} wi." AW%. t I ,', I 'i ,S j Y'�:, € �, I !E.. S, a;, w ✓ ", ",'`,1 9. TO GLASS. 1 DN SHEETS tG 01.455. § 1 PAN4 L&LOIN 'I ` 1 1/T' LONG SECEVES. EPAMON TO I i�1/ i7 I 9i ,.. _ u Ea .. .." --{ (,._ PANEL LENGTH I . - ,, --.t G1ASS.(5EF , C - _ .: h SLEE 7 PNVFI,. : ,n, TO GLASS. k 1l4Y-2)xt" i 1(SEE 3CIVEDLRF � t/N ._go,,, 9 N 10 E ± (SEE SCHEDIJILE,. Y (SEE SGHE➢M7F I I �1I}€ $SEE SCWEOULE. .. ,, PAN T- ' R 1 �'--` t "�` t tl i tEwTu oAa r-a'3 .. I ss. rants r T ON SWEET 3 I a _____ d._-__B3 1 - )Al t - Min. SEPARATION TO GLASS, t p ,_. _ -... ___. l MPG. --� (SEE SCHEDULE ON 1 _..- a G - ) 1 uEA `..PACER M , <v-fix,' ➢N SHEET s) - ..... ) _.__ _....rs- I/4v-3aI• "L' MAXaa. H3LTS w ON SHEET 3 i , ON SHEET 3) F SWEET 3 _ wR win. 1' N6x- ( - i `._ W 1 A i r ! - I t . t1 ON 3 1 3s raol.l9u> 'w•.' r h.-_c... SCHEDULE ON SFLEFF 3}' - 1 O EL E FEMALE IO 0 PANEL MATE ${ SEE i1 n Oi p I E PANEL LENGTH T.. ___ _.) Av .. _ , : __ (ruff F-___.__.1f` x'` --a _. _ _ - s.s actn w>(1� } '`.'1 - : 1 PLUS ( SGPCOLh£ ON SHEET ,fi.,_ --..._ _ ., ..-._: iLBE roL 1WRL 1 t ss. i3),.15 w, PANEL L.CN4"rl( tl L__-. I (SEE SCHEOUIE I - f} f LF2 . OwR 1'-Aj PANEL LENGTH 1 � ' i 1 �P _ :, 0T4TN 4A� r-0'1 -- i hT FA 1 MiT, I ( - ( t - ! LOAM RfiR r--�j {{{[ "G SL. ,2EpJP - L{n. T -- ON SHEET 3) ( - 1 SEE SCHEDULE ( t n ;. 1 "Oae ice PgEt 1 SEPARATION I t _ ! 1 1' MAX. :_ _-- _ _ __, __T _-.+ I� to Fr10a (sEE scE+Ernr4f 1. ExiST, 1- - - ( fX -'A ._-- - __.. 1 t t UNBF1 AEA r-a`) EYJSTNG 1 TO G1hSS, 1 2`A4 Y1tY.)0 tt 1 ( PANEL LENGTW CL -- IN To 01,0MAd I 1G--j 1 ..' '-_ _.- __. ON SHEEP 3) 1571tjg,,,,1 ' CLASS t_- - `_ --"i SCHEDULE ©( L i tBrrN MI6,, r-61 ON SHEET 3) TO GLA55. I GLASS ` g G,-ASS I _ -._I - t-. _._ ......__-.-__ N GLASS gF SCtIEULE_ ! PLATE REQUIRED I 1 I N +g} _ "9 I _.{T 1 I . 7 3 I- _--_ L _- TR.A55 1 I j�ON SWEET 3) 1�_..___., SHEET 3) GV`S5 1-I__._..�.� w 8(SEE SCHEDULE I 5DS -=='IC,----= 5 % '-_Y'=" ---T_."'i i I , ! - _ I \, _i ':. -- j a T -r [ ; TAB­011 g}`-I'll.�-.., ...._. M ON SHEET 3) I . ;:✓;'- 1 _*--.'.� Of 1" i .tM- I 1 I-_-._:.-tx_.._. ;-.-,--9 '�. t. * i -,..., ' Tk2 NAi'I E w1 1 p. 1 _ 1 . 5C F,_.— -_._._ __.:.-::._ - _.-.A-­� 5 40 MAX.M , f. ,#,,f,. 1 Mo. -2 : I 1 - 1 , - r A 1 SCALE 3f$.,' I I 1 1 �`' DF 'L` 6 ! _... '•�,>`r," S _ rr, :r.e',� ail : _SPAC£id j °'d9R, 1 - 50R. 1. _....'' I--- «- : I +'R 73 ,. 2" 4-G.' ?.Ef TABLE #1 9N SHEET 11 MR. MAX: PANEL LENGTHS Ar 1 } of 1 r : a 1 '•.,J` M+!R. ti: I 1.:L E➢. r.r f.. ...____ L 3 E,➢ ;;,�'i;. LENGTH 1 OF L p 4 12 1/2- O.G.; >r ' t DF "L` ! - { 1AA7t, A -SD OE.S7s+N LOADS FOR THIS INSTALLATION. 1 (.F.,..._:,- MAK: ) _ ...._._. g / 1 I p I L.__.. - 1Ar {'°+ I - I I _.. MAX. £D `.` f 1 F" '�, - I_ ,_.." �./ N. I ,� l 1 .? I [F-.. 1 _ i - - - +j: v i 1 t It i,c / D.C. j E� q,�..,_-Il._`-_.,__ . _ -. .1 A : _ _'i.. I ... , .. _ , �.•.-ten• -. I 1 r / _ ^, -.. I t t rjr a- --- _. --a,..NFx t�F1,73 eOErr t p CD f W a s ,!e' oa.sHom ` L- N N 1J1!i L iN,i.f3WED i. _ 1- - i t/<"�rtrw eDLn ```\. CONCRETE ANCHORS _ . _'�'.� : s,.,- ( ED �,_..1 ,1 - _ ; EO 7 �` EXISTING POURED :<>: , . -. ., .r '- -- L j} ((SEE SCHED ION _ rC` - I ____ .-..! _ . _ �- ..-_ 31'ir _ �>-'t" Y - ,' ` j FSEE SCHEDULE ON {, L� ; ..i L - I WOW ANCHORS * * 1 . 1__. _ J L_._ � i 4i ��-t w.gye a r/a• O.0 CONCRETE \ F-,= OF HALL OR SUB SHEETS 8 THROUGH 10) !fH. SHEETS 9 THROUGH i0) f 2 1/$' DWG MA%. ALUMINUM F \/ 2 ,r - EO . -: - ), ! _._____.__ _, _ --1 STAGGERED WJ SIL'0 j -.__. - -- 1 REQUIRED (ALT. DONIHMiN) z%,,ry 3 SPACERS 4 s 1J4' D.c. vuro FOR sPAEm+ 9A wrr , ,/s• WING r: __ —._ .I, O 3f4• .: ;r1 EXISTING POURED C011CRETE F]tT5TiNG POURED CONCRETE : ALL DESIGN LOADS AND PAWL t-_ _ , _.: (SEE SCiiEDUIE ON _. ..__..__ ___. �,,. - Ok CONCRETE BLOCK LEUNOTMS PER S,#EI 3. '' `^"-"`—'-`- _ j ' SWEET t, ;.. __-_. lid" WOOD " CONCRETE ANGNORS '�, :e/:. OR CONCRETE Bt.00% 4" '' `N i- i "! ) {t7 Us f&01Ea to A ONE sMN,' 2LaID?ri� "IN 75-0' DECK !NR£D PLETF_. i ..._. '(.1:,\`�. y ,,�s + REGUIREO. 1 MAX EDND ALUMINUM sPAGEPS e 2 u WOOD ..,�.... a ,..1.!,'rJ 1 *ELffiG f r i §tip MA HBONt trH,s a A. tAEMN Asr I WOOD AN•OHORS' "c,'.. ..�i ^ REQUIRED 4^`,, _. ( sCtrE➢ULE t'%i (SEE SCHEDULE ON ...,_.._-E..b. - REQUIRED. 1- , WItQO ANCHORS i ef>ABwL- ULERGtFt G,IRRPNRY W1RrA7EQ Ss1i). r -_. 12 t j2' O,C. (SEE TABLE f , {ON PLAN'£ R€4UNREG . i,. N ._..w W D • 1` HUH.. STPARM. TD ".L59 it07G+LTEwT j M , : „. "x4' WOOD f (SEE SG11EG17LE ON - _ 3j4 r f ; Smerr 11) SHEETS 9 7HAOUGff iG)<,. STAGGERED S7U SHEETS 3 & 30.} / I OH SNICEI 3 ND«Y tff ,NDUOFC TO I!4 AS 7 " 11, LATE REDUIRED k (2i ANFHgiS DOnD T:MWN OpMv"ONENU 9A (P/4NEL iAAYE f— 10 OR ) SHEET 1$.j.. -_ ,. . -.. (SEE SCHEDULE ON tCMO AS rfff F'tALONANt3 ANE I -) . z -,-. PANEL Ism MOM} Sw , w SPM:.iO MANNYlN AY a i/e' G.c.. SHEET 11) I GOM16,I.IFD WRra ¢ I C04 19 A RESTRICIM MM 12 1/2` RC, EPAC910 AI3DMb AN WILL I MOUNTING D[R I�Q�NT YV/SPA(EiiRS C9� OR ( n) MvwuM An DESION 6 Ett a1, t M n -- S 1 RATM W +SO. -aa PAN. I (3) MAX 24 GAGE PANEL. MEOW IS UNITED TD W AT ANY OPENING SECTION A1� THIS YS A 11MIRCTWN FROM WOOF PA10. UNGTS ALLOWED OR i i m SCALE 3/8. , I WA MOUIj p f j�J QIIItf i SHEET ). ; QE,(jaNG AND FLOOR MOUNTING BUILD -OUT MOUNTING SCALE 3/8s,' SCALE 3/8=,• r.E ON 1B -` - I w UAkwJAN SILO! PANE. LENGTH 4 L. cn WALL 510L TNN ICU I ;3p s PANEL RarimAUAT r E ONLY i Ai t T_tyF �W t<) , L/2• v»m aPAixN wuPaY�T �A WALL BE AS INDICATED ON I I (E�.T'ERNATfl1E i W [ wro AN E%LrnNG WOOD L7N� WALL I SCALE -VB-t' T i. RNSTx ZONE t i fr' ( R W ITS TACT I ALTERNAiiV� 3W � E LU �•�iVE { YAM FOR AANb 20NIE3 1 a Aln 3 AS DOTMU BY ASTM SCALE 3/B.1'° �TYSk-_!�W SCALE V.-I1 (4) R3�iEAUA7 VALID ONLY Fair WINE; i E-raga srArNawn AN. TIE zA2a trrt Ecna3w) � nff {wRIOA ! i aiR �i T�N/A Ay MNY/11NINgM I 2CNE9 S 2 b 3 PER AM E I B,aLMN6 CODE_ I �� NUHNI/ SCALE 3f&xt' sYA"RR.1ff4FrArA A r99a-ue. 1y1 1atEAtrF lN4Af --I GE;CI . �i AA 4 1/pA'Ftry �.�.-,_.-._..__-__...�..-..,.: ,- •t�'E. t�✓ f� �:,....-m.�.�..u.___`-._ g" '1V. .S,Ir• ••. ' g W __.____.n _.__ 1. ,41w. y1GENS ` �¢ sOTES: ' 1GEN ':"' `Fs FOR rt1M FT Ttrys; MQIL:� ? MD, 44167 ,� FLORIDAFLOR(DA Bt)ILDING CODE (Non h Yalocit HMrrlcnne Zane 1t �- S,Ie • , FLORIDA BUILDING CODE Non Nigh Velae Nut Gone Zone TNO 0i1116m iF 5 ,- - FLORIOA BUILDING CODE (Non Nigh Valoel MMFricane Ione O. 44157 a� N•"Xi).'Ra Fj. NOTE FOR COMBINATION 4F S€CTIONS: T. INSTALLATION ARE ONLY VALID FOR MAX, A.S.O. S 3 No, 4 1 '_.... amxa Luau, ,He. F.P.1, INSTALLATION UR ONLY VALID FOR MAX. ALL m ' "* i I T,(MA oN, IF, e' : . = 24 CAGE GALVANIZED STEEL STORM PANEL uRa►a B„ DESIGN PRESSURE RATING (ps-f} AND PANEL LENGTHS - LILT ; 24 GAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNTINGS CAN 8E DESIGN PRESSURE RATING (ps.f) AND PANEL LENGTHS s-a° r 24 GAGE GALVANIZED STEEL. STORM PANEL � � Q 3 * : * . TId - — * >! • 5 Dom" W, COMBNED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 8 S 1 STATE Q (N9IE SQME31d9TLON OF SE i 6Fh: - • = � »!x7/29m TOP &BOTTOM MOUNTINGS GAN BE AS PER SCHEDULES ON SHEEN 3 (EXCEPT FOR y = *a j- m/27/ffim INSTALLATION. 2 FOR NEW WOW FRAME CONSTRUCTION: W000 ':Dr ZQ : w 07/n/aaan Z E D. - EDGE DISTANCE q :, STATE O > J( Ii L I E C 0 tNa. GLOBAL PROTECTION PRilDUGTS. LLC. „IE COMBINE s IN ANY wnr TO sur ANY ALTERNATE 2w'? ; P'-, STATE OFF f 1► bra GLOBAL PROTECTION PRODUCTS, U.C. W E= w :..,... - y a e. GLOBAL PROTECTION PRODUCTS, LLC, DA r SEE SCHEDULE ON ' �'• L�_____ >$ �IL !r V (NO MEMBERS 70 BE SOTRHERN PINE No L, ..j SPfdFlC ''s,y E Iv tN ( TOP &BOTTOM MOUNTINGS CAN BE p - F Q. �- , a»F�'iTr aaob slr 5t staE€T INSTALLA'P70N. ' O F •- -I SLEETS 9 & 10 TOP & B 1N ANY WAY TO SUIT ANY '>y ., �ORLd j nwr TESr7Nv s €NaNEOBNa-' of . h- $IRE 'n •««-QNNIOI`,;' 11snHc a GuaRNEcB,Ne ANY A°9° s'r, s' T DENSITY OF 0.55 OR EQUAL. 'x ptV{LL £ ;, Trwr TOSTIMM A O"IN c ANY +PA s.w. at STREET Z n , ... « f y'3/ wa arw ra.. ". m M Wrw,Ac rt s1,a - _. 2. FOR NEW W000 FRAME CONSTRUC7TONi WOOD +" I11 sn, ,a. r 9 WWer aa,x+L n n,a O1AL FL S�,A GIRL NP .x "r w. a. *.-ra sumle a mra DAW€, :L. mu S- -:.paW "Lls -. n., 0,0 n1-1aW r oco (v&k)Q�aaxa, rm. ts')w;-WTsr 20-175 INSTALLATION. 'Mktg ;" . �N s f x-,:,R ai.,r.,ll,,,.« .x". WW4.KA Fm.:.",_:w wwH.,a ",r 6Rl.ate N.: MEMBERS TO B€ SOUTHERN PINE No 2.. MYj SPECYFlC "'4y +S1�"'•-t1 �� Fi... rlaf- <,,,, 20-175 _ _ )NN1M, Nr' .-.,m ,F,w.w.., "'_,Oar .... P,EME ;1 �FM {9s1)ee9--a1W7 20-175 xo: - 1$NI11RIg1 REJMIE - CA, t 1%. DL71SYTrf OF 055 OR EQUAL. AYNNtAtIMMAa iA�ii�x7TwE/W,TE WALTELrvCA �7 ,a .-.-I- -,y, -- Pew. cesA)a �FnNs�rM tanA T � ORMONG- Fix 9GvJsFXwTORt/oAr. � ,WaaER �'n�i 1Y PE I. r,Pr.Ra" aae� .e Q wAt A 1)ISUF 3r. P,E L/CDT b ,a� � � L—;•,,, • tax r Wa-rr-'HN ; SIIFlT a Or i6 , U4.: 4T3r- i aRE1 7 eP to a- SHEET NO. SH 1.3 CMURES DETAILS FOR INSIALLATION IN POURED.T CQNCRETE.v , i 8r —Z HANG STORE# PANEL -) SYSTEMS I � ' _ _-$__.__..�'7[L (j $ _. 9' OR POM1hifO CONSRETE. *'�3`` -���� I ' '/.2��' ,( .. 2' s 3' 093' 3105 H-ld 00 ',, , 5` A+�i ® {7{B �,�� HK3-Te ALLOT CONS. NEW x9 ANGLE WITH 1 a I . 1 3Je '% ; I - T i APCOtN e 2 b.0 - f Z 2 - t` 1 R,. POURED CONCRELE. cANCRFiE.,_, - Imo. M -�. i+t t "1 i r4 4 PQLae€Q cQNewEIe 3 A+'o7RN r ! J 2 FRAME , eLocK QR 1 e4. 21 2' ROLIfFPD 2,Ae wow FRM DR y. ,.' !"1 bNYaRR 4 tY Q / xti (i;.�'{_. 2^'r4" TIQOD FPAVF i --1 OR(g * 414 : eY�F MNE3 q vv 5,; =, ? ! <i�, { 1 b 1 " r :.�.,t,> sue. <. .w ". iYmr 1I A4ICHOR 1 "f .: ALTERNATE Miff r. T63 A4 TO iEr+ 1.0E'AYKX1 12"'Olt r ,... ., /r ,.. :.: VARIES �� 2 1 ! q Q$ AM' 101,- OR r d..:. 8-_ 1103, Max. S PLATE T.3... CONCRETE COIw.FQTE ®m +'01ML77 .OB9' 3Y05-^ SENT �p i-.. 0ON _ Y +ML'r, � At n111M REHf ET P1RTf I RL OR 2',4' WOOD i1W4E `X<"%.9 i - rr. 1' %f'b 1 REO1mRFn ;�'�, 38G63 2 7 2• I� / 2. - i ... ,r----w %D TB htt.71', r fy CONS. . AN 1 4 AWM GLE �p / "' Max. ,. r° MaA.. CRP 1 f%J Pro' itBOL :,A" , 4' ..O]Y 0 tY DO 11D3-NIA OR 9110-1e NIA+' W/3,CXNUT mxt AA.m ARGUE CASE A PLAN) CASE B PLAN) CASE C (PLAN) CASED {PLANE SCALE 1/4'>I- SCALE 3/4'=i` SCALE 1/4'-I' SCALE 1/4"=1' -.._-F , -r sw5-SET OR CA,R_[N r 0R Ot8 PANETMAtE _,,, TIT wED w>�RETry-. ES1 Nc reaN At r6MNE Q AM0 �._.. .__ $___.__F1 4 1 L7R WtN0I1ETE BLOCK :-TOP, kYA'TO4 {#f PANEiAR.lE PLUS • (q[F 15X POURED 00 OR 214` WOOD sm Of OPENING ,: 9:11CO1LE ON S7�F,T6 9. MtN. PAN0. - CONCRETE BLOC* -"" VARIES r q rRNeE : M. APPtlfiBl:E t t ® dC REOU+R IT toll, i ) ..OL-7: 6t1'OF3D .' 27,r4 W000 F1MME 5" Mmi-# -1 G wiDTH) COMCeitE. COFNC9ETE N4EOL4RE0 + I ,r.a ..FLU ;: <;"e. ! 214' WOOD FRAME .1 1i, q,'� }-..R '� .; .r'+\ :v, y,,%'x' . r••--- VARIES. �,.I / '+,� 1 SENT W/ ANCH0RE0 "My a S Ma. I .�'°� WALL INEIMi1 CUT 00 PPAWL)TO ` X a MO DISTANCE = . ®.. r.s A` 1 7iP.cCW r , 1 t TP.) I I __~(�, ,---, ,- , — a. :____ j 11RNNe CASE (PLAN) s \ /J ib :i, .r°, , .A.. C! '�.y SCALE1J4@t' �`.a„__/j _ l »n. 6. ac ,-,` �..-"�GENsi I `� VCE FORDIRECT MOMINSTALLATION � ,MOUNT 1a NSTALLATION AT NO,'aai$7 '; 2 SURFACE LEVEL VARIATIONS WITHIN 3/e 11• . * . * s FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) J` 1� CASE E i PLAN) CASE F (PLAN t 33: 5 vmao mtEGa wc. F.R. . �2'r 34 GAGE GALVANIZED SfE£1_ STORM PANEL SCALE 1/4'r i" SCALE 1/4"�7• �iC•. F[QRIQ4' _ .....-_, 0R:1WH Br: SSt the GLOBAL PROTECTION PRODUCTS, LLC. °Tl"btE,° - (L��� bNNUN ARM SIR $1 vnilm TtLlw 1T:sTRWa k Z+weN'EEmRo COIMMNY Ali 'E4A'=BF 11 Mq. R, w. m iF @IIeU+@. R 3PHk. (9NE, n_ 33314 �/" 20-175 Y. e:ro-a : F%91 NI_t4p0 qw , M,37 a%F t6TI PHSNft. 595479R,-73#5, FAX: (B,M)ON-M? Ch.-OMI'll WA'.B AARRIN1. r .et -r, — , pR n 111 P.E.. t7,f9TtNAL O+.TE. WN1ER A 19LIT All, F3:, Ma eI. 1X 1UILLT 6 +S to MAXIMUMI (VAUD ONLY FOR PANEL (1DINSTALLATIONS AS PER ALTERNATIVES SW THRU 41N, ON SHEETS 6 & 7) MAX. ASD.. DESIGN PRESSRATINIG E (p.,JG MAMRMiM: ANCHORS SPACING FOR E,D, r AS SHOWN ON SHEETS 6 & 7 APPLICABLE # a ANY OTHEM MAXIMUM PANEL LENGTH (It.) TAPCON LAO SCREWPANEUAATE FEMALE 10 PANEL -SE PLUS WOW BUSHING 13' 13- 13' 13` t3' fW (TOP) t 3 1 ' 3 73' 1 - 3 13' iW BOTTOM ( 6 1/2' 6 1/2� • B /2 i 6 12 s /2 W (TOP) - - - _ B P d' ! _ t 12 2 / Ile 8 4 t 817rl.• ( ) 5'-Q` OR a 8' B e' - ?Top ) LESS -i;--- e• 48 $' 3w (BGrr070 _ t3` _ 13' _ 13` _ __ 13' P3` d 4W {10P) +45. -45 OR LESS uT}3` 73' _-_ 13•� 13• 13' W {9QTTQit) 3 13" 3 a i / i W (RW) 13' 13' 1 3 b` TT SLi 11 i ( ) �k3' 5 1 l2 �8 1 2 f 8 2 / T ' b 2 r 1 b i2 OP (r ) ..___.__. - ., 6 if4 12 I/2' it I/e:' 1}B,-D. If2` _ 4^ -- 67 2 I 612' f -t4'-4'4 a TO4 1/2` 4 i/Y '- 7 7' 3WM) t• 0 T/Y- 9_7J2" -. I_2'»_.. _ r "" 2 4' - _ 4w OP 4T ) 3 3 3 _ s 2' J , O4 {LOFT ) T FOR E4AX. A.S:O. D LOADSEL LENGTHS SPACER IS • SEE JI!&.E 1 .LATCH L & MAXM/AX. WHEN USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 I MAX. A.S.D. 0TO MON E PRE' TANG (W,) MkVMUM ANCHORS SPACING FOR ED, . AS SHOWN ON SHEETS II R 7 APPLICABLEMONUM TEN�NA C6MBRNARON OF THEM PANEL LE NGTH .L7 (it.) TAF=N LAO SCREW PANELMATE FOAaLE it) PAN€LMA1E PLUS WOOD BUSHING 73' I 13^ 137 13• fw (1OI') 13` - t ' 3 _13' 7Y 13"� 6' 1 ( -W 80i'!04 ) 6 7/2- 6 1/2- a 1/2' a I12' 6 1/2' r rml B t 12 2 1 OTT.• _____ 7' 7 t 2' / B` 8`--____ -- •---- _ (,OP) � LESS 7 /2' 1 _ $` e` a' Sw -� t9oTY04) Ir _ 13* - 13'. 13, 13--_4W (TOP) +45 -45 R +TS -75 • t 1 " 3 1 s 13' _-- I., �1Y 4 W BOTTOM ( ) TY 13" t3' 7 3' 1 b' ,w oP (r T Y 13' 13` � SY E f 1 a` t W {9fl1TOLN 6T2" f 612' / at Y` f at2- 612 l OP (T ) - 1 4" a / 72 Y 2' d 6 Ile ! 2W SOFT' (SOFT,-) >5 _D. 4 P 2" / 5 7 1 2`� J 7 1 ` 1 2 1W - (TOP ) _ _ 5' 5 SJ2 8" $' 3w (SOTPDM) 13" 12 _ 13`- 13' B 1J2' �, 2 _ (lop) ) 3 3 3 13' O (soTT ) ' SEE TABLE #t FOR MAX :A„S.D. DESIGN LOADS do MNL PANEL. L84GTHS WHEN SPACER 0 IS USED, CORIEFSPONNDING. ONLY TO ALTERNATE 2W ON .SHEET 6 7MLJ1 a A.S.O. DESIGN LOAD MAXIMUM PANEL LET4CTH 40 PSF OR LESS 6'-6. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5•-10" A MAXI PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AMALE 11) OR PANEL MATE PLUS ANCHORS & W/ aq SP NWirPA&_ i /2' 04. CODE INE&LABON 12ETAIL5 FOR LIFE SAEE-TY INTO POURED CONCRETE OR CONCRETE BLOC STRUCTURES t/4"K TAPCOH X6'nNG POURED 1/4`0 TAPCMI _ „_ E38STING POURED ANCHOR O , Oc CONCRETE OL RItGFWR O 9 O CONCRETE OR - CONOUIREED,CRETE BLOCK . CONCRETE BLOCK REQUIRED. /� } ­11) R ./ -112' ti/e __� 1 1 /` 1/2" iLi x. /, ____ ----I yam —_.,_ ._-__,-_ y I l ` I i 1101 I I r,' 1� i l' 1 1 1 1 9 I EXISTRNG.�U ' I 3.1E aSALRIW' AT a - 9 1' Miry. ) / 9 700 CLASS,.,'I__ ._!l5•BW�,S w '�€ ._ .,'.,- -- ..,i.� ^ AI EA +a� CLASS t,. .. _. �, L IT.. ;r I _:: 9 1 tF.wSH d ,.,., 6 1f I I ... 1 9 i M F 'I 9 . t H I R' MAx: O i U H FANEA, LENGTH Fl _ 6 H 9 LE7dC7 -mi , : .--._�:_.. (SEE ELEVATION (SEE (SEE 0 ON SHELF H ET 12) �._T. .. .__..,. _. a ON SHEET 12) tl�-,SEPAFU7tOr. 7 e rD Goss W R ! ( _._- T - 1 lk I -{ 7 ) L/2 l '� �' i �7) . E.D.- F j EX6C7EPWR® l i 1 OR . F F ORE( ';_s CONCRETEI 1 - `- 1 L17+dCRETE SHOCK �BLOC* 7NE0SRRE0. 12 06 -fi F _ 1X:,I e"OR REf71RR®. y � "�; ("[vale) IJP 01111 REQUIRED. N111 .11 l , MON t ! I 4 tf4"K PANEI12 PUN., __.__ 1 "@ PANELMAT A /4 E ., _ NOR 1 ' ANCHOR 12 12 V. O c: 1 AHCFGR BEYOND t ) W Tao NTLNcs Au. u ACM.£ 3fa.•7" s � . • �jCEN,q€ 'P's FLORIDA BUILDING CODE Non NT h VelocityHurricane Zone) @ 31C - $7a Tufm =9r` *= * 4 GAGE GAWANFLEO STEEL STORM PANEL - 2 A if_ OPoNWi Br ~_N' AILGLOBAL PROTECTION PRODUCTS. LLC. "a'• STATE O Qr » - �%-...-.P� 20RT9I" . m/irJae2e%-p%. a E"�'ls ya7y 1 1 � /P F *.,w„"'L'..•3 1Ew% @i w3 " st1STfrr... C i:, a .a@ r'''k V AAA. "1,111 fu m-f W+11" 1'F 'C {8611�9-754b: FA%� I,),,-m7 2D•- r 75 Wsn + (M1 KiMIrS@ . , PW} N•NNLILI3(111 '' G ••,,•". .a arwWNO ac: 01,0 Aw . s r+1 PP sEM/WiN,n,MEJOLTF NfNTaI A TXLa • HE "T.'1r a Xr SNLLT 14 4r 7K SEE Sffi.E75 15 a TS iQR ANOH0F6 Tfl% &•SPAO9N6 FOR __ _�_�i_._,__ gSTALLA710N9 Mr0 tY0L1D F1'R4T MMIWAI TREMOR EPAChNBS AHO TaN4.RUY EDGE OSTANCE ARE tNpICATEA PIY 1R9S SCHEDULE, fi# E.O. LESS THAN WDR:UEO 9N 5GNF13WE. RFlAiC`E ANCHOR SPACNO BY MLA:DPLYiNQ SPACING SNaWR4 ON SCHEDULE 9Y 17+E iDLLDWMG FTCiOdtl. FOR fN6 ORFRAi1Ct 70 7# POSSIBLE, REDUCED SwLMG barAetED U5tk6 FACTOR StMLL IGT BE LESS T,4W 1WNNWM SIVGHO MAYGTf3Y FOR FN.H ANCHOR TrnE off IOUs sCHrrna.t t/Melt �� Ti}E `.1/f% 1A+Nu1 w:i3fi>E L+pMpeF, AI1Oge Sa•OMG M3 = 3 'Oelww OI `1e,M4xRl Las 7 3 3 MnANaBDJ OWp,M HO]k {W3 3 3 1 r2 AGIYL 7� OmYr1eE N)s� FIELOIt e� ' as; — " am I.Oa 3,F ' (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I THRU B. ON SHEETS 4 & 5) MAX A.S.D. DESIGN PRFSSU RE RATING (P.K.t,} VMOM74 ANCHORS SPACING FOR MIN ED. PER SC31FT)ZILE BELOW CA&L To SOGI)ONIS a/ btf,• MAXIMUM P PANEL LENGTH 1' (it-) MAX. A.S.O. N PRESSU RE PRESSURE RATING (Pa.r.) MWMUN ANCHORS' SPACING FOR MIN E.O, PER SCHEDULE BELOW E >k � PANT LENGTH "L" ffE) 7APCON SOLED -SET P ANELUTE FEMALE T 0 PANELASITE PENS 2AAMC -14VlJti tJY.t( -IN TAPCON _ SOLED SET PANELMATE FEMALE IQ 4ANEI,MATE PLUS i.MAAC _NNDN CALK-W T6 .. t0 �M TE - iiP no OONORM to EM OF THEM to ro TO i0 aEttla, m TOR # -4E LESS' 3 13' 2}^ I 3 13' lY 1 tY 3` 1•` 1 3 tY tY I (TO) P B.-S" OR LESS +464 ••a5 .k63, -t35 t+' I t 7 1 ' 3 i3' 1 3• 1 1 3 t3' t3" 73" 1Y 13' 1 1 / 2 1 'rOP } t 5'-•8" OR LESS 1` t3' is, 43' 13' t3' P4" tO i3' 13' 1 ur 1 (BOTTOM) 13, 13' 1Y 13' xY 13• 13, 1Y 13' 13' jr it 1/2 I (e ) 13' IY is- IY 13" 13' t3' s3" 73' tY 13" 2. (TbP) 13"� 13" 13' 13" 5Y tY t3` T3' 13" 13' t3' 11 1/2 2 (TOP) IY .3: b' 3 is' t" 3 7 3 1 3 73' 13" T3" 5 'W 3 7 3 7" 3 2 SmIQIA { ) 13" tY 13• _ 7 ' 3 F ' 3 t3° t 3' 1 ' 3 13' Ti;­ iS 11 1 2 1 2 iI}rTO M) ( tS' F3" 13' 13' t3' 13` 13' I 73` _ IY"� _ E3' t3` ^ Ib (TO) 3 P 13" 13' 73' 13` 3" 3 1" 3 tl` 1 3 /3' i 3 • 11 t $ {TOP) - 1' 2 7 2 1 I' 2 2 fi d' 1 J B T #' / 2 1 P2 F 2 1 1 b 4 ! 8 t e3 / {9OATOM) _13` 1 4 " 2 2 1 Y f ` 2 fl B Y % 4' ®- 6 t 4 " f Y 1 - Y /2 �- �$' 1 2 1 2 2 1 a _ a 1 4' J 9' 6 4 1 3 (RlFr1OM7 5` 8' � 8` - R' r3" a' ._; a" _ S" 8 $ �.` 7 F f2 4 O (T P) '� � $' 5 7 JY B` $` a B F f2 7 t '2 J 8' S' 8" B' 4 CK {T } 8` 13 31313 , T3 8' t3 13' _8' 13 13" 7. S 13 - 73' 13 i5 - 73` t 13" : 3 T. ' 13 i3' 41' 3}9'13` tY 13 PS" _ t 3 t 3 + 13 1 3 t3' - t 3 13. 73` 4 5 TOP { J 5 TTO {BO M} B {TQP) $' T3 il' 13" 13 T3° 13' a _ -}- A3 13` 13" ;. 1 J 73° $" 3°V T3" 13" _ a' 13 TY 13' .._.:- 3 T3"1Y73'I, 13"13" $" i3 __ _ 13 ,__ a" I 13"11 ..._.,.+45, ✓13 J If2 4 ) { aU {YOP)1 (VirTOA: { ) 8 (TOPj_ -. . -- B TI4` 6 1/4' a I 4' 6 t 4` «'` - _ .. -. _ _9Y__ b Ile 8 1j4'..6 BOTT.+*) �- - B 1/4" 8 Ile 6. 1/44"': - 1 - - ,._ - 6 ,/d' 8 Ijf" B (Barr, ) 13, I S" 13' 1O t/2 lY 7' 73' G 7: ?. If2 5 1/2 /3' 4 1/2' 1 (TOP) : >5•-8' TO 14-e 13" b' 1Y 13" 43' 8 71'i": -- 73` 8 ill` S 1/2` a 1/Y i3" 5 Ij2" 1 fi0P) >3,� TO 9-6. 't3'5'13` .. 13 7 " 13 13 - ."" 13 9 t/2 . :,--IF-7'. TS : 4 1/2 10 1/2. 7 112 13 I (somm). 13' 1/2 13 73 , t3 ":. ,I I . 3 4, it , b . IS 6 1 r2' i BOTTOM I ) t3" I 5' 13" 10 1/2` il" 7' 13' 7° 7 1/2 5 1/2 IF' 4 112. 2 (MP) 13" 6' TY 13' ,: 13' 8 1/2'I 13` 6 4/2" 4 If2' B 1/2" f3` 5 1/2' 2 rol iY ,3- Ir 9 1/2 IY i. 9 1/2 10 112 7 1/2 13- 9 1/2- 2 (BOTTOM) 13" 7 i/2' 13" 13, 13, P0' Y3' ,'. 1,' B' 13, a i/2' 2 (B5ROz7) lY 13' 13' 9 1/2 r3' 9 1/2 10 1/2 7 1/2 13' 8 1/2` 3 (TOP) IS' 7 1/2` 13" 13' 13- t0' tY 10' -71" 9' 73' 6 If2' 3 M t2 1/2 12 1/2 a Ile 6 Ile 12 1/2' 6 1/4' - 6 i/4" 6 Ile 3 (BOTTOM) - - 12 1/2 7 1/2' 6 1/4' 6 Ile 2 1/.. 12 1/2 - - b Ile 6 1/4' 3 LOOrrom)- 'r ) 3• e. 5 1/2' 7' 3 Ile $ 4 4 t/2" 3° 6 I:r _ Y 4 (ram") P 7/2' Y W -6^ 7• a 8' e 4 1/2" 3 11V 8 1/2.1 3- 4� 4 (TOP) $- 6' B" + S` 3 5 11271 - 7 i/2' 4 (BOTTOM) 5' 8' e' 8'a5llV7 1/2' (B)iTOe) r3' 7' 13' 13' 73• 9 1/2' t3' H IJY 10 If2' P 112` i3" 8' (TOP) 13' a 11r 13' 1Y : T3` i IV 13' _13` s t/2' 5 (Toil}lY7` 13• 13" 1, 13" 9 i/2' tY 9 T/2• TO 1/- 7 11Y 13, 6 1/2" 3 {8anto.) 73' a i/Z' 7Y 13" tY t0` 13" 13"8 tf2' S {BOTtO4) /O tY_7'13" 7"7 1/2• .5 t/2' 13' 4 1/2" B (TOP) 7Y 8" i3" 13' T3" B Fj2" 13' 2 i3" 5 11i` B {T1W)a - b 1f4" 6 1/4' a 1/4' 6 t/4' - ". - '. - 6 Ile 8 1/4• a {BQTT._) - 6Iji" B 7J4' 61/4" 8 1 4- - 8 1/a" 6 tf4" a {BQTr!•. SEE Sifw 11 too ANINORS TYPE a SPACMS FOR RAnAUATOM YNTO EGQQ MRA§M euxbol S. ¢ M%AWUM ATIONOR SPACMDs AND i+MIMUM WOE DISTANCE ARE 6iT/Cn m CN Old SC1eDUM FOR LO: LEA THAN INDICATED ON scmeQu4E REDUCE ANCHOR BPACMG BYVAROV`tR{0 SAADMO SHOW ON SCHEONRE iW THE f"ONIRG FACTORS. MR TIME OPERATOR TO BE POS€914E, REDUCED SPACMO i361NHED lo�a1Na: rAmp SFMLL NOT OE LESS 714% AkbNk,U1N SPAOtHO PAIRO MIL FOR EACH AND" TYPE ON THIS SCHEDULE- f/4'w TJ49 114'a iJ4`aF71 J4'+ AKAE�t TYPE __ir4••..._ CNX•-N TAFOOH WID-Sir � P D-tYAM MR, A," Ate SPACI G (I .) 3 3 S 5 1/T 1112 NeRAA'2A� L(M°3 b3,J2-Y 3 'Ir 3 O19r.T�1ED:i i a= 3 3 ,jY 3 ,/2` 3 ,/9 t/r" ACTUAL Min D (EA. FACTOR - I1n' , - __ _-__ o3sD- -_ _. - __ _, _ - - _ .__ ____ T L"4 -_ altSD ._ ft O. ._._ _o.K9Ie __ ___�.__ _ Ao __ -afixx -- -., ,.90 - I.Up ,A0 '^ SPACINGS {NJl.Y VAUD WHEN SPAG£RE ®I5 USET). SEE T #I FOR MAX, A.S,D. DESIGN LOADS & MAIL, PANEL LE7d €HISS W)i£N SPACER USED. TAL�iw Ei a A.S.D. LOAD MOMUM PANEL 40 PSF OR LESS 6•-8" >..40 PSF TO 50 PSF V-2` > 50 PSF TO 60 PSF 5'-YO" A MAX, PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2` O.C. ----ANCHORS (SEE SECTIONS a ALTPANATNE9 ON SHEETS 13, 14. 15 &TO)--- ---__-.; j 3' Aux. R-1NA/13, R-2A/13, R-3A/14, R-18/i3, R-26/13, R-3B/14, 3" AL«x. p.Af ,�, MRN R-10/15, R-2AW/15, R-3AW/16, R-1BWl R-2BW/15, R-3BW/16. W N. i '___. _.-___ I ;___.-_____ ..—.__'-_-` .____,....__,_ _ ..__.,....,._.__�__-_._. ._y..�_—_______ �_._ ___S _. {��J'Or /^t ., -_I__ I ) 1 ; I I 1` s `1 I 3 I 0 I I ; i i t k ...�...-.__. ''. P 4"f-20X7". 5.5: aO175 W,,7 , ':, •;._. .L" i (USE FOR PANEL LENDER 1, \ 'MAX, OVER 7'-e PANEL 1<RG'rH iipp 7 i 1 I PANEL 4 •-40. 'REWRAR ST{HRM PANEL EGUTAR STORM _ p + W OVmAP MO PANEL LENGTH MI.. I (1 r) t i--'--------- � - - +-- --- - ---- - r, -- I-----------------1 , J'-8` O 4.50. -5fA L U SA'ETT' SiO PANEL A P.s.. LIFE RM - OVERLAP M10 PANEL t3a>G#ir HO. I , {w/o n r1 I , f f L LENGTH _ IA'. I .I ,,� f, , „ ,,.1_ .. .. _ 1 /a"@-20X1' - � _ _ _ T _ _ . _ _ _ _ :. _ _ r _ _ _ _ _ 116E 2AtaAL1 tRG, S. 3aLTs w 1 i I A T YERLILP"' , l EA O • H a - 2 I � i u I<< ... _._. w,,__ T . .,. ..__ .». _.. .._ .r., w_e.. _...... ..____.-... .. _.e.,.... -T I 6. Y _ _ _ _ _ . _ .1. _�_ _ 2 hll7TCIiES SILO 4� S - .-.._.. L TION O LIFE 1' 11 I, sAFE'39 - bl I {N: ' PANEL BOTTOM CORNERS :� '. f,`�{{ €k )(9✓ D.M.. * •. .. ' _ - _ __ .. ._ .._ _ -_. __ . __ _ - IRUP--D+rRu+P- OTi `- WING NUT Ai__I�T HUT A? '.. _KdNG ^ LwL i,E: f PANEL RIGHT PANEL 3 IAA% 'I' INSTALLATIONS ONLY VAUD FOR WIND .. t MM, R-1A/13. R-2A/13. R-3A/14, R-ti3/13 R ?B/13. R-3B/14, t Met; SPEED UP 10 t70 m.p.h. R-1A/11 . R-2AW/15, R-3AW/16. R-TOY/15 R-28Y//15 R-SBW/16. -_' ,- --_.---.- __ ___ _..-_._-_. - .--µCHORS (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, 14, 15 a16) - Ile MAY,. GAP LIFES�F�5TO�M P��E����YA710� (� ) 77 (�j�I SCALE 1/4"r1' 1. (a) REGULAR 2687 REGULAR L :. - ,,: - ,:.' STORM PANEL (A - CTrfR 5 ItTLE VMLPT') PANEL , /M4N,{N I - _ /- '__---=----- "__- - - - _ \ LSD=A =,A y1 !f . MAI GAP ,1' f `. �')� 'h'- µ'LAY ` j € OVER 1i(<' j, 4: .: __x..:_cx_�,s_r_L-_= x,__'---_:__.____...,� ._ .__, ":'.- _'__.--____ .. __._-� __-_,._...___ _ .._:____ �,7k: _. __rw_r___,.__a 1 >k is? L#IT PANEL a'dG. , t¢ FLORIDA BUILDING CODE (Non High Vetac NUT loans Yone . ��'�yr•Fr•E�pp��Pry�Ipp I--,.�F` , zORIoL `k4•s "m Tam as. 24 GAGE GALVANIZED STEEL STORM PANEL ra. ,•-•••,".• - - LE31.IwJ3E.k!LS r 1�,y+J �,,.:, G\Cb�: ^s. O7J27+Nj2W9 I6? iMc' GLOBAL PROTECTION PRODUCTS, LLC. D1aT SECTION A —A 1ap0 3.W. St SIf{EEi SCALE 1/4"=t' TULn vu 2r_ r...:Pa. iMtait"+a, ON1Q. FE 3b314 20-175 y f ! � a , fyN pt-+:Hp [fit Ffl_tgr PHfY1E 8+41)K99-7rdq FA% iKSaj9@9-NEST esWV�s, )m MB. CA-0008'719 �r 1Ws.1a1 set Oar aW RARING W'. E. E4/4/6ta1MTMP.FfpATE WILIER A . N.. Pi. ,r-M 91R1 ,2 OF to e. 44FK7I I INSIALLAIIQN DETAILS FOR IF IN.TQ WOOD STE2UCTL1RE5 _ -_� - _,_. ' �.� ," �; �11- w00D HEADER _ .__ '`i _ YMD HEADER . .. -,'___ SI _ ,.i?O, HF/OER III µ I "EAGER ` -kEpUU11TE0 - t REQUIRED _ !T. TiEaWno _ I _ REOtnREO _ I�'_ _ _ ' -, I :.i/tY TAPC9N I t/s"@ TAPCON Yd'@ TAPCON ,. I _Y 4`K TMCOl't ) CHOR O 9' O.C. , '.:_ i DR O 9. O.C. t{, , ANCHOR O 9" OC. OR O 9- O,C, . I i 2 h ^211 - 22 J _, i J _J at i/2` ,r/4' } SJ2' 1/4' Y 1/Z' 1/4' 1J2` -1J4, ''. ,,. i:... N ___ '':. 1 -' �! A11:._.. MAX_ .,�- .... _,,.<..«_) :{iAa_._...7 ' i, _____-_._.__. ".' _._...,_! 'v. ' " 2 _ ) _ t `I � 4 / , 4 n: o� M �' M4f. �� AU ' A9A. ' n. ''l�. 1 I t:I li. I � fi. + !3 �/'. 1 I i A.I j i 1 � � .: ,� J 1 1 : L�4je1.� I � -..A 1 }i I ! t N '+.:J' H I I I +W 8 , 1 40u1" I paf - - 11 3s ea 11 1 1ti-26r,' . >;1 I . 8,6: ,15 w ':. R EXisT1tm A. 1.#9- �W { p . -,to-.:- TILL,., ,;,,, hY EA N ! : _'.:VA: ,_... 4 _,"$ AtF EXLSTI • T 'ss mOS w 1 ' I � Ar p,� � I H uoea,4" H G[A55 "S M a. I ,L 'I'll FJ(ISTI GLASS Ex L _ - / 6� + � �+ rra vMv. a- . �.. � . (� _... rc ' � + cuss ', - - c Ass _ $ I ome R + "$$q T abrml Oat Y-,py '-r uusw r r.-. . �' 4 'L` MAX it I i R i E 1 i` MAR. H I .i _. H-,._... R--,-._... ::_;._-. .._-�.,._.- 6" ( RAT (t1 ,, -_ .__.- - I %, 4xxX, r-- .:,�'----._`''"-._--3_ �_•A at PANEL LENGT'i ... ._1,. "L- Max. I. ME ELEVATION 9 9 i 8 f+ 1 :PANEL LENGTH 1t I PANEL 1£NG'fH , P ]F $ 1 ON T T2) __ ___'. _,_.._ _.._,_ €1.1.0 ' 8 i '- ON 9tffET 12} - .___- .. su ELEVATION _ ..f .____.._ . _ _ _ {SEE TPJti-_--1__ _.�:.......�:. N 1 OI SHEET 12) q9---sEwJL,_ I - EM) srS+_7 t2j If 1 a- -- _-- - ;-� _E _ _ /�+� ___ y�� x __ __. __ _ { PI i � a _ __ A i" wn i a_e _. _ ._�__ - ----SEtP:NMA�fl ._ ,'`l 9 t wr,- N _ .r 7 1 R TO GLASS t -- _r, -, It i' Abn. I It t__L i i f S Ta G tiS. i LJ L/2 SET --\11 fl i . 11r RF-SEPARATION - - S• TO GLA55. E. Lit 4 -i 1 . _ _ 1"_ J i _ L--� i f I � L__ .f e 1 1 q 11 @at elr+ rr N n 1 �l r e. 1 t I i . ..., _ i O { EO .J H I -,, Eft I __ .. I 2 _( ., ...,. ,'r i _.. _- 1__-.-. j- ) ... 1 _ i t1 t/e �[ 4•A- t _ 4 T 1. _. __ - , _.... t + -% _ ,:% ^�^... I L - .. 'ti„ 1 GS Oaf aS. E0 _ _ -. ' - .. s j ,_ 1 72s -. ,. .. , , E , .: : i .: :, `: '. !; I� a:C 1, .' � _i�.. srra> 4,. ;.. I• it :.._.. `+.3✓' yt I I �I� �_..':.:J P1A1E wow, i I �) Nrs+�: -:a5 W, ,• ;' I '. ' _ :I:'� REG11 '� i 1 :.:`- I? T'_ �_ "I,.. ) a F'2 p�o,4 1�0 f '7 �1 ;' i 4 @ TAPCON 1 @ TAPCON # @ TAPCON 'z+° _ woopR / 2 1 1 •'d t Q, . D D.c. H D,G. 7 ANCHOR O 9 C ARCH R 0 9 ANCHOR 0 9 PLATE, I ^. 4"W rAP00N �.'' D 'I A R W S7LN0 REOUAREO 1, _ IISTAGGEREp W STD 5T Cr'CE ET1 t i / r I i i i f ANCHOR O 9" O,C: ` I .'�4, . .PLAFL WOOD I I f ; I .1 .".°9 I I -MATE WOOD �"�4 ' .. �_._..:-REQUIRED .' -.. _;S. ._,_..._. ...... REWIRED11 ,,,, �,' 1-1 �LZ�P.�tff ALTEHNATIY€ R-18W PAllY#2 ALT Rra XF R_2RW I LIFE SAFETY PANEL O EGULAR AN€ 9 LIFE SAFETY PANEL WALL MOUNTINGS M+HF44N YIrJU,I, MA�NTINGS scuE 3/a.I' �10 TILL/ ✓'¢c SOME 3JBsi" yti? ` %ENS "'.? s= FLORIDA BUILDING CODE Non High VelocityHu no zone) t, INSTALLATION ARE ONLY VALID FOR A.S.O, DESIGN = D• 44167 = Yd 0. 24 GAGE GALVANIZED STEEL STORM PANEL F.F. M. DAmot w, *- PRESSURE RATINGS (p•s.T) AND PANEL LENGTHS AS = * * r'""" - , "' w1WE, PER ELEVATION ON SHEET 12. - • 41E,Ok�- 4:r--�'�.,__a IL EC01MG: GLOBAL PROTECTION PRODUCTS, LLC, " 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD %, _p'•. A/TtY IF ,, TRLIT k EN -- d800 33M, 3+ 9tRf3:T M. T : S R I.. L'% `.. (OTg13O .'. Ww a`+:•' . mtO Sa@.t 4: dl 33iN M1K. n. .'mr. EMBERS O OUTHE. N PINE No 2 W SPECIFIC R _ - FN 20 175 Kn.- .. - 954 A89 i6M fNh ,t34 +t».", ; a3M 1m�sr 1st 6797 ..._ Pae Wa...L3r1k aYE ( ) ( saA@-. DENSITY OF D:55 DR EQUAL. a$"f '' "`"B aB +o+w.w t EYliwyim mM fiR4ywN0 Ha: N{iRr' tuflEJM'FE WALTBR A. Tuff .#I&: P.E as n�ea tl1: WRIT 16 OF to .._._:...w 4 _ (VAUD ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. k&D, DESIGN PRESSURE {P.a.i.) MAXIMUM ANCHORS SPACING FOR ARM E.D. PER SCV6.IIULE BELOW Ap 1�E To SECTIONS # : k ANY 4AAIMUM P PANEL LENGTH (q.) MM. A,S,D. DESIGN PRESSURE RATING (p.6.i.) 74 ANCHORS SPACING FOR 410 E.D. PER SCHEDULE BLOW apt SECTIONS f a AIYY 4AOMUM PANEL LENGTH .L. (R-) TAPCON SOt1D-SET : PE1B" to ET.MAIE ID — PA PLUS E 1>LiJ$ 2"`+�-NkLtlr Cd4.i{^� TAPCON sCA.70-sEr PAFiETJAATE FLANNEL ID P ANLIMA PLUS TE w,1Ac-NaLHJ CAtic -W '� IXTO I ti e iE EOIko 10 To l>9 SL TO COMBINATIONTO TD 14 TO a NIL 6iE trs. .OF THEM +85 -68 � +75. -75 : 13' 71" tY t3' t3' 13' S3' tY 7Y t2' 73- to, 1 (TOP) 5•.-a' 9 N b. 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T 4' B ils` 6 {i#3TT,:+)Lj -�6 1J4' S 1/4' 6 1/4' § If4^ _ _ _ $if4" 6 1f#' 6 (SOT(.«11 -, BEE V,FEE:T I I fDR I"S TYPE A SPACI 'B MR 44TAL AT"A MO %Mo FRAME BULD W.. W VWMU M ANCHOR 9PACMOS AM MINIMUM £p0E OSTAKE Aft NIIra1ED ON IRS SCHEDULE. MR FD: LE36 THAN INDICATED 00 SCHED01 E REOUGE ANOM SPACING In MULTIPLYING SPACND SHOW ON SCHEDULE ME rO F FOR x749 OPEFAY" 70 BE POSSIOLE, REDUCED SPAQMri THE LR MOM SI FACTOR SHML MOM tl255 tFMN 11@@MvlM ALV4G M611DaE0 FOR EACH ANCHOR TYPE ON SHA BE TH"? SCHEDULE ON TH19 SottEOLLE , if4l kf4-„w 1!4'8_ 4"W ,/d'W L/e. Al TYPE aAoON _ - 7 o -1Ma1U _ au -* S9Et�r NRa1YME To PMRIALE � Meowum ANCHOR SPACING (I,) 3 1 3 3 2 In' 2 In KW M VMMU BA) 3- 3 tJ2' 3' 3 3 V2• 3 o6TANOTLO3 !>2GpE nGX 6+ 3 3 ,/r 3 ve 3 ,r2 3 vir ALIUAL {DBE BGOFtCE D.} FACTOR I ,n' _ - _ . -- _ -- um _ �.. .... - - - -- _ -I- -_. .__ ,.._Z � ___ OSx �- a§O _ 'l _ OR ___, _,_ - ._ Lo0 . ___J - _. -, - _. Oa0 ai3 __. S i3Oe ..� _ __ 3 ,J2' - Iail - ,.0o i.� "' SPACINGS ONLY V" WHEN SPAT iS USED. SEE T�F34E 1 FOR MAX, A,S.D. _.DESSIGN LOADS & WX. PANEL LDWHLS WHEN SPACER C IS USED, 1/4'0 TAPCON__ _ ANCHOR O S' O.C. i. 1' Min. it a _ AS.D. DESIGN LOAD MAIOMU PANEL LIENVIN 40 PSF OR LESS W-8` > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF W--10' A I,W. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLD SET ANCHORS & W/ b SPACER AT 12 1/2" O.C. INSTALLATIO DETAILS FOR LIFE SAFETY PA EL t 1 INTO PQUREO COItTE OR CONCRETE 8L1G STRUCTURES POURED OR 64OU`.N{ 1/4"0 TAPCON ANCHOR O ST 0 C '--CbNCRErE / /' fr ;' f gSIS71NO POURED OR CONCRETE SLACK REWIRED. 1/4•@ TAPCON_ ANCHOR O VOX C I E7CSTIO. POURED t/felt TAPE CiYNGRETE OR ANCHOR O CONCRETE lw.00N REOUiREd. _/ 1 i l.x,5 s .�r.,fI i u 1 Mln. i N-4, 11-SEPARATION ISiW�N TO cLAss I ' t.-to,I'o _ CLASS 1 ,+ t/ Is Ba, W It A.G not PAR. It ak'R r.:a'} . I ' I . 9 t " / I yy -- I 1' MA 9 1 V MAX, PANEL e $ PANEL LENGTH EVATIiN ELEVATION { SEE i 1 SEE ELEVATOR ON SHEET ) 1 S 12 p 1 T _ .. I ON SHEEN 2 ) I a R _._ ._ _T .. L/ ! r r } i. F 1 1" t � H.�: ,tr t 1 x I I t 1 W { D Yx E ( i 3/4' ,S _.�.._....-.._.. _,. lea TAPCON ANCHOR O W O.C. EXISTING POURED CONCRIF F OR -EONGRETE BLOCK REWIRED. ���QN R-1A O REGULAR PANELS WALL. MOUNTLNGS SCALE SJ�i" . 1. I/ef TAPCON �� ANCHOR 0 e' O-C, E%16TING POURED CONCRETE OR `ZONCREIE SLOG{ REOLAR O. SECTiaN R-iB O LIFE SAFELY PANEL SEE WHOM Ili k It rase ANCHORS ANCHOR Tire' ' Ile. - T1PE a 9P,5GN'u..'f{R7 9ASTAL7ATXlt6 INN TN•iXI "A i'RANBUDTNN6S. MUdLMUM SPACINGS ANO MINIMUM wet" Now VACIMa L43. -i 4 a aa,lx4i@ iin.)i7W,) 3 ITAKEANCHOR E ARE MT+iPATEa ON THIS SCH Ull F LER E.Q. LL'BS THAN INOIOAG O,•i 5CHECULE RE0IUCE ANCHOR SPACING ON SC SCHEDULE O8TAIWKIt 9"OmMu4 aRw Rtj... 3 AD141L, OW UPOCIE C6ai RIPM INGFRI O SF D"'LE Or T FOLLOWING aQHEDucE BT THE 1'OLLQWING FACTORS i FOR TH$ LWFRATGM To BE POSSIBLE. t/7°, R� i REDUCED sivoma OBTAINED USING L FACTOR SLWl NOT BE !L'S THAN _ -L __ 'Ir _ -` 081_,._ _ - MMI"" Bill iNOCATED FOR EACH AtK'M TYPE ON THIS SCHEDULE }' __ ___ _ _ .. .._-._ 040 __ __.- 12•_,. - 11 I [` F _-r-]_�/4�eT(�aRs�fi4 I I --- - K I- 6 FOR FWL - I. I ul4.a+ Ima r _- g } -L" uAX (I 1 0 i PANEL LENGTH _ 1. .__ _ _ 'F' A SEE ELEVATION i' MM ! I ON SHEET 12 ) -SEPARATION - I to GLASl i i ( >F. l T L✓ 2 Hurricane in 9 -- L Ltd•,-7mr -t "', a1 € aL I 'L' MAX PANEL L ELEVATION LENGTH 1 (SEE EIEVATpN I ON SK EE T ) t 01D � B" I J ' l O, t ED t E r - r: r I F .f7 { 1 t 1 R 7 ED.{L� ^'"%`r- - . _ 1. 1 L EO r a ._.,1. _. _+ EO R - S,Z•xR]I I�CM MS EO t -' 9.S FPoT1z {tEM 4.4. ears W ors WAp l ` • 12 1J2 0.0.-`�.� . ,2 ,/1 OC, r, f/, 1/4 s TAK,ON . �j/4"Y TAPCON ANCHOR O 9' O.G: ANCFROR O 9' D.C. EXNSING POURED CONCRETE OR EXi.TiNG POURED CONCRETE OR _'CONCRETE BLOC✓- REQUIRED. '-Z`ONCRETE BLOCK REWIRED. sFa1�aN-�B O LIFE SAFETY PANEL WALL atOW11INGS I4N11N,' _. soxx 3/8r1- -`---- INSTALLATION O A i __ INTt1 WOOD STRCTV ORES I 0.111RHEarI" :' 1 d @ UPCON L �e TAPC(tH j 1}; tk -.- ANCHM O 9" O.G AIICI�R O 9' D.C. 1 ! 1 i- `.5r - L✓' b } i I , / J H i I' I ( I c ? i I iS I I i ..: T 4s` I j 2a1 9 EXIST! II 6 {� +M, ..,, i q t8 AM - GLASS � ­-_­,A"--,­­_._y' I . =15 9 Bt.: T W E1ti5T�„j�. I . -:, ..,` i IIIL`M QER l7-R) i1 t E 1 I "L" ttJbX. it ; - _ V Mo iL-_-__: _ 1 _ PANEL LENGTH - i PANEL LENGTH it___._. '. ... -- .t.._ 6' (SEE ELEVATION i� _ C: 1 (SEE ELEVATION 11 I t ON S+fE£1 12) r _.-.�---;.i _ _.T:'. 'g ON SHEET 12). U ...-T__ — i U 1 i U {� I I - = 1 IT F' Ntn . _--' --T -SEPARATKkl--- I � H 1 Mi. I -. i, Ta GIAis. 1 H-'--SEPARA„ON--- I _ T H TO GLASS. t �2 �r.._� I 5 i 11 . - _., I _ nf��\i _ -u r s xI ' f , t oc ' s x oc '', D , !r E� )i I D ., a I • 4" 2y��jy k4 2X (N__ tI' , P LATE PLATE REOUtRED REWIRED tit .. a1/4'K. 'PANELMATE PEENS t ` ,NCH PAN171Z ' -.. PNCHOR O Y2 9f2" O,G.. ANCHOR O 12 1J2" O,C. I 0 i ALTERNATIVE - ALTERNATLVE R-LBW 9 REGULARELS! �IAE£IY PANEL 11••1 lit I", WALL MOUNTINGS �rkIR k T(<Ll, SCALE 3/8rl'........... ✓ yt.ENS4c',, s i 0 44181 '__ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I t �r '. * c4 ` -20" m7ECO, - 24 GAGE GALVANIZED STEEL STORM PANEL FP. ATE OF @aWN em T. iNSTA.LLATION ARE ONLY VALID FOR MAX. A.S.O. ^''. STATE : A{,. I��to.#...sue DESIGN PRESSURE RATINGS (p.e.l) AND PANEL s O� F[OR .--..-`-'= IL Ga,4 Q Itwc. CHASTE PROT£L'tION PRODUCTS, LLC. °' o1mr92° LENGTHS AS PER ELEVATION ON SHEET It or L � d8✓A 9.W. 51 sIA 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD rr/ eS%Q•.••�, F_ luLtr xrt9rlHo a FSRmW6136N6 ATNT 3334 r NA-t„RA,7 Taut ix. 1 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / �11NtN 1.00,10 i aw3:ei' 4Pt�•-W' 1 ,BF,aNA dMIP4MI. A »Iw {93+)�K.ar,» 20-175 t m-1n+ Pltate. {p64) -TOMS, rAX: Wwww:,.. DENSITY OF M55 OR EQUAL. PE. But/Siomytim/o.m CA-Ceoe7t9 +.X r4 4fwr AWd�.al+. OR4XW0 IX Al "T PE. �' i4P • bNII1 t6 OF to �K N to C� N _,_. U "0 N Q C . & m V � 0 0- dj O O O O ♦v C) O O 1Z y- O CU Cn VJ "— '^ VJ Cn W \V O LL � -ems W�� 5 C:) 'Li c 9 = c.a N o ca e+< w +. u CGGI A,. U) O cc e d ®9 �•- c a c av T -- 'm aTs .. s) CU = 47 W w a C G� cFa �,�s a°' Il cA. cit r,a t:0 a/ L. a) (D = -+-No U) Cu L C/) 25- (1) C :3 w 0 U w i♦ L. I� CIO w Q z Z J a. SHEET NO. SH 1.4. E21 /18, EZ1 W/l B ANCHORS -- - -.-_-- --- _ -(SEE SECTION Qt & ALTERNATIVE EZIW ON SHEET M-,n�•- I-.' - Min. n. I Min. j (SEE - 9)(SEE NOTE 2) L. ' .... . , 3/15"P AL4,rUNION DF # : , • .._, „-. . . f'--"---- '.. _ .. •"`"'PitF RiVEr--._._.. T PANEL �/1' 741 BE dtdSl"ALI.ED AT EACH OPENING SHAH. ALWAYS D€: 7 "'T-`} I p a g tF' b 7- - '1 PROVIDED W/ REAR HANCiE TO FAUUTATE INSTALATION IF INTENDED /2" I O fir f i � # { '' � 't'CJ 3E rN5TAlSEFY FROM IN",rtD+'. OF STRUCTURE. 8 i i it PANE -ram .-, St -;'-{-_i_---rOF (!), DEFiNlr7oN (IE RIFS ? O: E-z HANG STORM PANEL SYSTEM I j (END PANEL] y' � (•INTERIOR PANED} � E (INTERIOR PANEL) i � (INTERIOR PANEL) 1 I j}I (END PANEL) ...f_.�MAX � CONSISTING OF PANEL 1 Cont. TRACKS TOP & BOTTOM. SEE NOTES 2. 3,. 4 `sEE NOTES 2, 3,. d ' f 1 (2). END PANELS SHALL A! wd( 86 CONNECTED YD Yit7TGM TRAC#. f 1 aiu- OTHERWISE A STOW GAR P4� SHALL BE PROVIDED AT TOP GY SUCH ! 1 I PANEL ENOTH PANELS, 1 * f - f.. 40.0 n.s.k. (5),, if END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION 1_ i • • i ( I . _ ,SHALL GONSiST OF 1/4"9-20K3/4" M.S. Wf : f$"Wk313?- WNG 1 I • j r i I _ , BOLTED PAN" w/ TI'+-vim,' ' NUT OR 1/4*OX3/4Min. THUMBSCREW INTO IF.PPLI) BOTTOM ! I I I 15-5 BOLTS W/o a £A D UnAP TRACK LOCATION OF FASTENERS MAY BE AT ET(FiEk OF TWO i i (SEE AS APPLICABLE) PRIOR FLAT FLANGES OF END PANEL. ff , LSFCTIONS I { I E I ( i I 5 OX �._L...�;. _.r.,_,3._L.. _ �_1 _...-�_ ..L_ ;_,_ _i_:_.._�, l _I.__.I_ _L,_-LJ,. ._.�_L_._l..-,-I or L' (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO eOTTOM --., -,,; __._.__�.. _ .... - .; �...�.. T, ._.,. r._. .".. _.- i f,;7. _I - __T __ � I.. Mix. TRACK (III. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO i ss-i. It I I C` i .f ( PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS Ji --I Y I` ! 1 S'"-T-4H fl` i r 9 i �� -I`T-T '(""?'-" k ' ' "i'T" ! 4 I INDICATED ON NOTE (3j AEOi'E. IN SUCH {:ASS. CONNECTION OF J._L..1_t_.l...d_J_t.1L1..J_1_L.L.,,lJ14LJ1 L..tJ1.L-L...7J_.L,LJ.:11t,,.LJJ-1_!.J_4_1..---_. _._ ..__...........1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. q n a a a n M. SEE NOTE § -_. • _ Mln.i SEE r _ AAONS ONLY VALID FOR WIND - ` OF Tp 170 m.P.h. ANCHORS NOTE _ i 'SFr I" Non. L�lm ._-. (SEE SE: r:rzN [Zt & ALTERNATIVE QSW ON SkEF, tB]-_.--. - _._-__.. __._._ EZt j18, EZ 1 W/ 18 TYMAL V T1 N EQR SERIES- SIORM PA EL CD ayalad,M SCALY: 3/32'�I' 2.ia7"Dart N+ERk+N* '/<` Max.Bill lao ,/4VAX. CAPSECTION A -A S'CA.LF: 3/32u3 ,„ h N; E ,•%rd FLORIDA BUILDING CODE Non High Valocit RUT [cans Zone) `' ` 0,44167 n ,Tzprp ,.u*rxo, 24 WE GALVANIZED STEEL STORM PANEL E.,. --- L E GLOBAL PROTECTION PRODUCTS, U.C. 0 ,A E: �.�La Tli,!Jf Tlmir[ t E7TLPd0 aMPANY ,AW 6.h. 51 STREET ".tJ'O RtOP' .r"� rL ivt. 20-T 75 tIM'ME: SPO.)ti1P'n+i. rAs: t651p9F'CJF> ♦,, I- W'"" 1 { w w'r2aei ai+-,cal �[)Ri(.._..__"._-'- ` cA terra mr.rwl , oroAwJc xa: ,} }JrJHfirr}t15 JAAih E 'kV, rT'R. s TRl(r ir, P.0 TY"fW lows; t1 a fp #4F ENGINEERING EINKIIINEERtING EXPRESS PRODUCT EVALUATION REPORT September 15. 2020 Application7� Number' 1 : 9 - R2 - EX Project Number 20-37543 Product Manufacturer All Amercan Shutters and Glass Manufacturer Address 1540 Donna Road West Pa" Beach, FL 334N Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation; This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Bulking Comm6ssrerl) Rule Chapter 61 G20-3.005, FAC,, for statewide acceptance per Method 1(d). The Product noted above has been tested and/or evaluated as summarized herein to show conviiance, with the Florida Bugling Cade Seventh Edition (2020)and is, for the purpose int ended, at feast 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: •raPRODUDOCUMENTS EX drawing f2Galvanized Steel Storm Panels fHVHZ & Nan HVHZ3", sheets 1-5. prepared by Engineering Express, signed & sealed by Frank Bernardo, P-E. is an integral part of this Evaluation Report TEST REPORTS lforrn static structural mace a been tested in a W TAS 2 0 test standards s UD performance has bit sic. accordance with 2 2 t tan ands pat test pe p report(s) MBT--ASG-17-001 by Blackwater Testing,Inc. Large missileimpact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) i1BT-ASG-17-001 by Blackwatet Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product teased On comparative and/or rational analysis to qualify the following design criteria: I. Maximum Allowable Spans 2. Minimum Ailawatile Spans 3. Minimum Glass Separation 4. Anc'horSpacing 160 SW 121" AVENUE SUITE 106, 13EERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEANLtaENcrNEEAINGE%PRESS.COM ENGINEERtNGEXPR ESS.C9M All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities. Impact Resistance. Large 'Impact Resistance has eaDemonstrated as evidenced In previously listed 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 ProductEvaluation Document tre, engineering drawin g), Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (r a. ang{ni artng drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Condiftfons of Use: Use ofthis product shall be in strict accordance with the respective Product Evaluation Document (Le. engineering drawing) as noted herein. Allsupporting host structures shall be designed to resist all superimposed loads and shall be of a material Ill in this product's respective' anchor schedule. Host structure conditions whfDh are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis a registered P pe g o p by 9� professional engineer. Ail components which are permanently installed shelfbe protected against sinsf Corrosion. conlannination. and other- such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). RespeL-ttillly, `�NNx �1rt *; 4SrrprN �. Frank ScnnardD, PE ENGINEERING. aPRESS'W kPE0046549 I Cori. Autli. 4385 160 SW 12t° AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM $a ENC.lNEE0.7.NGEIrPaRSb. CON ENGrNEERINGERPAE S,COM J o rimHis�arn GRatmsts -i.. FH- r Tier V FEL aFi,. .,2P- - ,! :!. uD 1✓. „ .I t t , .f.�'" - ,'. t Ia N - /'" !).r:,> .. CIF I. Iq � •1. W m iT Q Ik le• i N W I" r eq � 1 � � i I u, T- I r X F� i`CL H-•• W a r T r - T 4 r•Ht. I! M JD r. LL T..s ..: - � N rrr; 3' r� � i yy u a 6 41 - i, t JY �„ Fw it-u � P •.. - I bILI Ff ✓ 1\0 S a 0 , C7) r - nz- "s fp S ,-P UX 1 W LN w+: - - to ❑;) _.. �. r r L _THAT-BItIIDDU A., D 1G. IISAIaS H UNTIL EYr2 ti.;:�c latiP X'M" __ our ca WNNI"E - nPF FF). C 511uLi fL.'. T G[NR0✓ROOT HOUM SLtTiAFI LL rL - F r ^•r' TicJT.pi F V :JW)I P :, uu',f n.:lu, nII Hrnpu n-r;llon is n 'vm lL r _ M,yt_T..+ vu:ri} � z N t-Nz � It _ I^Ir rl .rc r J .P = - - '. WALL U 3 GT10H JJ.. '< 47A P N M rrn..r, Ir.,., _. ar tTI A I.acSFa m, .. Hin I r_JdJ1 q�3 i1-UI ,' ]w'II `R. Y1�'.,4;' .. :L_ y vr'a A , Th ^^•1 N 'ICI H. R2 �TIrr 's:it r:llr In. e_., 1 fAJf-Ir 4a'. IW �.NLTs p _t et i � jty�I d r'THL-as 1CP,'II. I'llu ,EL IvumI.MM1H VTA Mi,' W LU ' ar❑ .tN _ �nml''.Pnif tntn !' rJ "A IJrT1 Into,AIN`: E t T -1 lr •Q I E 10i IF, a I � rtxt J q I).tl ,, Gtl !J 3, � .fl �. „ .,F.1L ILIC•. „_.. ,E.,T':- 4_I _ 0` a r' 'l is yy tmp IMa �y v v r :CUB I rin> VviJ nit t - IE rJM ::tf.:s ,ew-r rr 'I'' :x. Fn•Ir':. _ °rF . „ EC LIE =a• - S -4 r. Lr r IL gg r - u I cUPYRINNFR,NEt FE , D U tr f Tl Y r r _, 2 3 543 C• .... I r n:. r> nJ . )_ 7 a._ r r I r -P. h A.. W'H1' I LO go - M; r-•n ,'-Rw. � iY F ✓"1 •r' LRM:%11fIRHJ M4NItl SI[.114W /ui 1� NH✓11 1frR HlllINJ S rnHN MTALLATION DETAILS INTO POURED CONCRETE, CONQREJE EILQCK AND WOOD STRUCIURES t _QfiSTiNG P O CONCRETE ORCONCRETE - _V4"0 TAPCON REQUIRED. eIOD% ANCHOR D 12" 4C- 1/4.0 TAPCON - .f'r: F , „ '.. ,.......- .-....If Taxt' }qEX HEAD TEK Whip. HEP YER ',.„ 1.1 {4 TT,.�'I _. _. _,.. #7an1' HEM HEW TO, ANCHOR 0 12' QG 4 FRflM REQU3REp 4'; O,V4 FROM SEDGE ,-/ EOCC OF 0 tiP' S. r if i - AS Ili AIR 1;2i4�rwk1"Air OR i q . hYa3 A ¢ tl"'9EptRA1'%3k{ ! i " EIUSI'NJG LI TO G6.4Ss, ( ' M.'NLR4 P4IP E-JtWjii R`'-�SEPARATIQN - 1 -: -'ii TO f+IrtSS ALUr1R'WM POP r:IASS-'II i GIJSS I R R hT 1 NET N i 11 � ; f f4•Ir-2]aT' ...4} _ E _AX" a 6 MAX _i ; PANEL LENGTH PANEL LENGTH Y€ A 1 aAo u It F•SEPARUAn N I' M`m, � TO 8iP55:. 1 ( 1 „ -1EIp _....� CLisSL OFF"V 14 N " YHUlaes Rl "t'" it ;. II Jr1 'r-yL-.a� E D ....,f4•0 TAPCON ANCHOR 012,O.D. 1/410 TAPCON r'/+` NG POURED-"'2447E WOOD ANCHOR 0 12 O C CRETE - DR GGNCRESE BLACK _..,._ ,! •l _, _'b: ;`r __ REQUIRED RMIRED. WALL MOUNTING WAU ,)QUNTING 10n0jal A,H$NATIYE € 1 W SCALE 3/8=1` SCALE 3/8=1- yyTsarrtNTErp,{A PEK E'. «„f^ Y (Non FLORIDA BUILDING CODE High Velocity Nifr-^tcaria Zor �... ` LOW PANEL LENGTH $ - _" 2TEco' `" 24 GAGE GALVANIZED STEEL STORM PANEL C"AMN ac 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D. DESIGN SHALL BE 2'-6'PRF-SStIRF RATING +/- 40A p:9.#. AND 6-0' MAX p�!s LL QlPle GLOBAL FxR(}TECTIfiN PI1{}DIJCTS, TLC.2, F41 PANEL LENGTH. GT FOR NEW WOOD FRAME CONSTRUCTION: WOOD rTILL :rrsTulB A a - JILUAIn `x s'tl. 5i SOREST MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFlCS Of'.rr20-175 1-rsss:LFa}ar...sirnmt:-x. iTv,}affi-:sP.s. rA% 41DF•NSIf'r Df 0.55 OR EQUAL.„Tx _ ..., ,„tx5 t4nfAEjaATt WAo A N,iIT Jr,. PE EHEEI ra or 1a 1 f ALL AMERICAN SHUFFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT TYPE: AS OPTIONAL f 20 STITCH BOLTS warn WASH EREP NGNUTS FASTENED _ w N P il OVERLAPS_ OSPANUSE H APPROPRIATE SPAN TABLE) G O � PLAN VIEW O t ,ih e 1 PEO A-77,PC,A 09885 1 4 MAXIMUM ALLOWABLE w Dlgil Team DESIGN PRESSURES'__ rxTe 71i',I - - .r3 16.PN A•1b AS NOTED IN DESIGN DESIGN NOTES: I 5CHEDULE5 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH TN79i �SYSTEM SHALL BpE DETERMINED PER SEP��A��RATE ENG1Np TNI15BIUR CREpp�UIREMEEryWITHH THE G m o 4 y DEE RMINEGDTN AC )RDANCEV TNASCE ).:AND: -AS . AFTER CO. T T'1't t' I •'gym a i ., ISM .CAF THE O.. 1xA:. U7'LD:MG (;YJDE 5 ALL SE LE5 A F HE III 1. H 5 _N E THAN - E UAlOHE POSITIVE DESIGN OR.. A PCYsITTY Q$ 7 _ :- m u STEOHEREIN FO0. AN r P PE G&PACITY VALUES LISTED RES . Lt . ASSEMBLY AS SHOWN. � .- as Y{� gig GENERAL NOTES: � d 3 I THIS SPECIFICATION HAS SEEN DESIGNED ANO SHALL BE f�BILICATEO IN O u NCEORDANCE WITH THEREQIIRIMENT5 OF THE FLORIDA BUILDINGCODE EVENTH EDtnON(ZI120)-FJR USE INSIDEAN.OLITStI]E GF THEHVHZ; PER Aj DIY �O PA5201,.20LANP TD3TE6r PAOTf)CG LS. COfITAALT4R'SHALL INVESTIGATE .n RD.15E" 2v NO 33t/2'% INCREASE Iy ALLOWABLE STRESS"HAS BEEN USED IN THEOF RECORD . DESIGN O F 7HI8SY5TE, .SUPERSTRUCTUREE.1 4✓LHSCHRTH;S DESIGf115RU5Eb SHATHE LL BE R[�1'ONSIBLE f3 t - FOR THE IN7C-GfiITS'OFALLSUPPDRTING 6URFACES TD THIS .DESIGN WHICH .1 SHALL Ill {OO101111 ED:BY THEFERMITTLNGCONTRACTOR. 0 SEPANA"E''f-SRECLFF1I,,C 6rAU`._E` GO` EERINa SHALL BE¢EE p0uto IN ORDE .:N) DEV;ATE R�RRPN Lin DS DPFtECTTONa,OR SHAHS L'xTNrptNEO BOTTOM MOILNT r ( ,i �� NEPEIN. COHTACTTHES Hl GINEER.FIR{ALTERLJATESP.9y CALLULATIOrIS AS REQ'D) MAY BeREQNIREP. J (CONK TYPE A5 '�� %. THE-SYSTEMpE7AILt`D HHdEaJ I3 GHlERTC AND G06,48T PROVIDE � y, � RO,Uy1" / INFOFMAmON FORAeI'Ec3FIC SIrC FORSITE`CTINDI7iCNSD1TF'EREH7TOM LU ❑. ECONDITIONS I D EREIN A CE SED E INEE OR REP Igo ,r THE DETAILED H U N PW R REGISrE Bat MAY BE AT T �l ARCHrtECTSN ALLPREPAREs'1TESPECIFIC DOCUMENTS fCF{VE:ErN`�w deQTTDf.I 66.. DESIGN GNNPRESSURESIMSACO0TCCED HEREIN ARE&46EDON44A%IMUM TESTED . Y sit R SUREa DIVIDED BYA TY AC1DA +4 VERTICAL MOUNT V P Ea i SAFE F fPICAL ER ICAL M UN ELEVATION ATION 7, ALL' TE! `fOa .$7 ORG PAT EGIkA0P5 UNlE55 NOTED tlf o PAA r R R ER SA t'n E w79E EERR55 .S $yLL BEG D IUM R 7LL RDYISE' ' U OTH R PA9Tg4ERS HA A M F D CJ R.. 1n a � ELEVATION OQ ft ION-RFSISTA MATERIAL AN or'D'SHALLC CO, °SPEOIFtG TIDNS R o5 NT O {{ AI FOR ALUMa(UMLICABTNREERAL, STATE, TWE ALUHt COD ASSOCIATION, INC,,. &ANY AUPPLIGABLE FEDERAL, 6TATE, Al LOCAL CODES.. U LLSTORM PAN LSSNALL EE24 GA STEEL LxG D24" TOP 14O NT 4 A E LmaX � .STORM PA1tlEL5 SHAfLL CNFOWRM TOAASTNTMA651 STRUCIa RA: ALL OLDIJYA. LITY l�W LICIOIUNLESS NOTED CTHERYJSE.(CBJNTYP(SPAN ABOVE STCL G6e GAVOITHYNVd SD: ALL LVM[NUMAS ATRUS11115 SHALLEEb63Tb N1U1_1 +Y' ,Q . TOP&BOTTDMD AILSSHOY! MAY BEINTE CNA GE ASFIELD 13 E"r N A R D CI NB A P EL5 MAYBE MOUNTED VERTLC ORBOTTOM OIT o TE AN ALLY HORIZONTAL011LY DLLT' AS APPLICRaLE a,' OUNITry ]2:° CONCRETE pNI]JORS rJO'�ED HMR�SN SHALL BE. E�#EDl)C-P TO a Q_ - - --O&Rr TIkUCTION --T,------1- (LOCATION MAY VARY :BOTTOM MOUNT GONN-/ (SPAN BEL05M 1 TYPE AS Raj D)`liL DBSTA17CT10N7 PANELS MAY: BE NOTCHED AS REQUIRED, OP'r10NAL$ti. -2O STiTCr BOLTS WITH'WASHEREp PROVIbM THAT CONNECTIONS AND. ANCH69SARELS�DNH2'HSATISFy WINGNUTSFASTENED@ SPAN5 A00yE ffi BELOW G�6TRIAJC I0N: OVERLAPS '9 MILrSPA'NNEA 0.PPRORR[ATE$PAB VERTICAL (MOUNT ELEVATION NOTCHED PANELS 1 N:T,&. ELEVATIQN ALLOWABLE SPAN & GLASS LQ PANEL A SEPARATION SCHEDULE: 24 GAUGE PANELS G MINIMUM STORM PANEL SEV RATIO NrRtAG5S (KV4Z, WIND ZDNE4&ESS rA I71EY MAX ARUM DESIGN II RREPiSURE -I' ALLOWABLE INSTALLATIONS LE55 INSTALLAnONS GREATER (Sn SPANtlmd.l THAN 30'ABOVE GRACE MANDPBOVEGAAOE I -45 130nt to )}6{ l Rio It 50 T k i i LOOin &BLS in TI6n ! 55 1 10661 w TIS to f 6Da _ 632rn I b_a91n 431n -- ♦ 1 65 5981n � b.11In 2.7:, in I 'PA E NOTES: > N SCHEDULE L ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EDTrUSIO S (,C TRACK, FASTENED ANGLE, ETC.} USE UES' PA FASTENER A R. O L PANEL F S EVER SPACING TABLE V.. BUILD O ALL "H'- AND"U"-HEADERS (SNCLUDiNGBUlLD OUT CONDITIONS 3. LINeAR INTERi+QWT;QN BETNlEEN LQADS IS AC.CEPTRaLE. OTHERWISE USE NEXT MtGHER WAD. L. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE N M ALLOWABLE A A M T OPENING T PROTECTED. MI I U6t LLO BLE SEPARATION Fill THE OPE I JG O BE BESETS➢ 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE WADS ONLY. INTERPOLATION BETWEEN 0. ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOADS !S G WAD.. 3 FOR INSTALLATION. OF THE HVHZ AND OUTSIDE OF ESSENTIAL S OUTSIDE St TS FACILITIES M � N iT R T',E GtAS55E ARATION CEDULE 5 AST WINO D N HOUGH 9, H P SCHEDULE 1S PIDT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REWIRED, NSTRUCTION PRAME9 SEYpND THAT `, A FE 111 CDDESB FROM H EREIN, No ADDITIONAL :INTENDED HER MARg4JG5 TOTHTE ODCUMarr HIS CERTIFICATION NaELED-WITH A_MiN AIUM_ Of (1) LAB EL VISIT M _ 40l MtiT HSIIJEaiR16EXPR�aLDMBTIN,E � ,t� PORAWnbWu.flAtJ9 i✓S'OftRaPRB-J: UY.s L_LII MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) TOP MOUNT - - zP 3$ [1 Fi s N I 1 s in in a 3 ,3q a- A = PUa 0" 0' 23' A" 2 G' 2A' 2 aP as N •u- r BY D rr 2 " 4" x2" a" D xA" -TV-, ss" a 2x5. 'LI" 0" b'2a' n" Zri5'" n^ T d" 23" ?e' :� 5ASYutl 2x ire 2 " 33" ! " } O6" * ,ffi1 " tit" 30" 23 3O' tI' 33' 0 au "F Ndau4 TIaeR T TA" 24" #7' 3O" T a' AB' 24` ltT' B3" `P T sm 25 25" 26' 31 �. S ',e2` 3D' 25" W F6P' g ' AAt R Sore. a 22" 9r' 2K 2x C! 17wP0 MawN. ?A" 24' T4. 30" '�" SD` 23 A6` O -W Mal P' P 0" Zr" 24' 25" T2' 2P r0 °F TIJrcK 24" 24" 24` 3O" 3WT 5D" 2a' 44' 24" 30" Sa' slue aIR Mar4; xs" 3" z Zrill sit" 3L L7 3D" q1" D3" C Tack 2e" 26 28` 1 3r S3 W 31 53 ". IT aTrv'r YKrdE LP GTYkR 4N -SE NP'T A Vvta47'r 4 CDHO IDN� TOP O.'8t% iJ^ t N .LEsd t�t¢iJ a+ WE 8D EHO hCG81 Aau. ND pd+JUT T`ROM a 6),M,. LS Ac lFFD wAIEN PAMa. da NG`i#i kc 'a.KAr£A THAN YHA, !PS "' sC AVt:3ESP0SI+IN-ItHOrPDLfNTi UTM,C, LIR-lsn>f;n.MG;XAv„ALt.110.0 1 ENS. NAf' MHGIRfENT3 SEIN JUr0.:AaT EpNa_bribXse£M wHASPy. E$SF1aCeLALUAU.TLr R R42i &l11DOLT a FA£TENOS. 1L:, 51 rG 1sMv I4 NE fl 4A rturtt«RA fYRH0Ur SETT@'8nOL'S 7 lulp.Y p&Y^tANJEMLSU 860P'E OWfG N WWIi'tM PAP/gl fPEP FETAL, 111), Sw4Ylaa ri/ TkCBE OP.xvnWG,': L OPTIONAL INTERIOR. FASTENING DETAIL �-✓ N,T,S. MIU d Z p m < N Z F S Z p� iFJ.I IN;1£L' •S W Il.t O 61DEwALE eDLT an � i H,PU. ' Ot4 Nf+-at H :.P fi WJHGN!rr 5.1E E �t I T+aP U i. Avow H s ar I Gs ; nm. E Ara Ow" F. 1ST4Nco aACrNn W NA!f nt PW VALu.. GIVEN rNA .NmoK 'xWVv EL M E ARJSJG MtA It>u-f ONE,4 CV4 TO EACH NAIE55 PANL1 ONAL EGRESS PANEL DETAIL /M PTI INTERIOR FASTENING ❑[HNAROD, PE fPWO•S .p ✓ SEES LL ra.zsA^ DozzSo„ �1p.--0.094" 0 0,750" 11po11 z Q r p Jaf o i- �0 625 D,094" " 0.099', E �' -1. h N '8.Iz5" 0125" o$ la GA ' 6,494° .494" .°- L7.lZtl'- �' TYv - ,riw:-IMV 18 '" M -0.3 0 094" tti D62° �-` I _ ❑ � yl L25" 1.86 1, ,375 .Dfi2" L G D:D z " �- 6_ z,DaD n x x 0 D62° P II T .ODD" -i- 2. 00" h 1 0 i ' I� 54 DO - 0 s- --�-2 O26x' - �k ANGLE J-PHI ❑L45URE Flg�yt 18 6 .. �.12ic 1' 1 A V °N" HEARER r�. `IJ'. HEApErt � 4URD�OUT 'U" HEAVER r N t- g N 3 MAX. �- ,I .3l ' D. 1 " D.376, s ..� � 0' yyyyyy ��-� gg77 -y I- R _ I' �1,5C 1,560 1.569" 't51 ( 0365"�i f3ii."' d,l OA.655" 0.190'-°$y- '5 BBB° a.1�� ail¢. . SOD"PANEL COVERAGEJ _ 9,L79" L 6.G55" 0.351Y' L,W7" t� D,250 W 0.545 0.524" 0.050" NI 14.e75"PANEL LEN. w ry � .550" +�❑ I�ff �f� LEG. G P NE 0[RELT{oN {[ I I U o.?ID ,n V �_ Y 0 ORS" H0. BE T� 0.3715" i 0.710" - �'I^IP' r� TVF. -E^I2.094:�Q.0�9vHlvu 0.275 ,215' R0,135' P 0,7DD" y O,NSO" ,: W HERE❑ NNGM T 0,957" Al1N;D-dJT 'r' 1RACK C ���.,'���'��'��J,"1���p=',R�C q : b 'K YXOLE ER r J 4 iY.-- St. u; ry ) Q/90."-•¶II'- �SSn II >,-sera sit*s, lullln: � Is LOTRttTIDN to �II MY' be LU _ .LLLfI F•-3.DDD"�D.1Z� ne.ERseD Q• _ FF{{ E aI P TRAU ZZ G 4T CK iEx A. 1.000" uxs'vu; nil cd"mu=ctN 1A LR Ja. r n, cE OVE P R x> 25" MA, , v .; 4 MAK CDRI ERCLOSIIR PETAtL.. F D:18s I c MA MAX � x-1r' , ricrrr W O -kJ MTiy x: - BUILD -GUT DISTANCE , I a; ^Hrs; �n •-.T =.r-- '.Ir T d. n JT 0 , Inl 'NAII.IOIIN1 fJfYfi1JPFlt 1 , c x l.w. 0. `ntRF on r=:vt J nmJ.nr rrr t f 1 DD J r•TY, A=aRF 4� a - � /-�1�111._eA '.flJi.:t• rfi.-h:lk`E} i J.YL [. L- i t -EMBED 392P',H''.w_, y , OVERLAP a: a nHN w 4-4%MAX. 25 „ MAXIwl r J•tPll1 RPaNI r.ltffiIIhH )r tort. -�.m. ,e E n y -....r=d+,. Iles:- _MIN p{Q$Rf/Ir i 1:500rou.L �arL1 Lou, r ', <. >86rO F ac'•t.p-`, ft .cL " MIN. .fw,31 /1 CORNER CLOSURE WAIL a EMBED' rr.- !:JfrttJF nhT TWMDUNTCLOSURE OETmL rWg ruc{ �R.y"�t1 D NFS 0 ..r. O✓ ..S� !B4 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 125" 0C, I , I ®�tFSJ1�iS���l®E€sf• sly. 6T�7N�E,,,��'� a �tr:.A:4�1'A:a�CiT�t•S-JJiLPJ®®1].F�Jti� 11��• pp®' R���IIEE��Ey,R1�L.E.A®p�.JRRev�r� �l�Dlp®tea / ,ei/%///1,% / 177.110, WN/ �l� l®®® / l III _ �f13�7///;itO///�F.��1'%a%/1/%/�F��/l/ii.,'%%%/ LSSiiY�IJY�YN4L��SiiO'i� ' 'A/&' MCIF nftTANr.F 'r i A aCN00. PRES9UNE TYPE PSF3 . N lw r "-II' StA ❑ NtlA 1W 141 N'-1' ill ill 10111t° '. AN I r 1 CONN TYPE Q c9 e4 a E ONNM ct LZ Cs Ea O E CNN TYP ci Cl c3 c4.. V,,"cT BED EH 33 All.V 41 qq--� 48 d--� 2 s 72 2 1 5' 1 I60' 0 IQ $ 12S YBO i'18 A 7 13,5 1b 2" 160 5 6 125' 16D SA❑ EE 'Z'T i6❑ 15❑ 1 12:6 a 4 ] ❑ 1 B❑. 1?i 1R.0 160 75 1251bG 147 60 72.9 160 Y4,7 50'' xa 5' 2S i 5' O 6 x6, x o SD 4- 1 1 T 6.9 e ❑'" 1 z s^ Sz i 1 U" lE 6' 1 J 6 a ❑ L4 ❑ 7 a 12 9 12,5 1 ❑' 14.7 E, " a o 1 SA 14.E B❑' p 2" �19x 31 Lri5Q' 33 LOODSC Y RESJ 41 48 72 3 16. 16 1 .1" 12 C 1 A" I1 D .S' SSA 10,8 6.2 1x5' 1 fill "1 61" 12 S 160' 9, 56' 7 125 ISO 9:7' 5.6` L2,5 12.5 160 1L0 16b ill 15.0 9.6 70"' b:4'" 5.6'" 125 2d 5 IL9 160" 1BA' 1610' 9;6 36 ,i.8 9 E" 9,6' 5:6'.' 12.5 13 5 12.5 Y69 9-E" 66' ] ❑" a_$" 5.0 kG, U" 9.5'^ 1W y x1 ! e 3` a TAPCRIr Irw 41 49 Se 72 1T 5' - ]: 0 0" R 16, 125 160' Li: ,5' 12:5 6A"33;" S 2 _ 11.5' L6.o 13, 3" 12E 1b0' 9.Z. 12.5 16,➢" 9,r L2,5 16;q SLAM 1T5' Tr-,(ITq1L' 12,5 L2,5' 12,5 16.0' SQ b" 16:D 9 Y 12.5 12 S 1610" Asa, el. 9'.1 12,5 12.5 16. D" 4.1". 16 ❑" 91." 71G ".ENEEH3 33 N, AI t 1 - AVH 41 OWN, Id 4RIr wfWD US INC 48 62 L 5' 2 I6.0` 8 6 7 2n 12 5' ,s, ' S 5,0 5.1" 12,4 13,e" 5.'3" 325' la .D '/ ❑ 39" I25' 1?.S' § -4 _3" 6.?3 1Y. .a' 4.1" 4 A f2.5' 15.4' 59' .0" 825". ]2.3" 4.7" dA" 6.25 12:3" 4:;" 4.0" L2.5' A 55 "" b 25 12 3'! 4 ! 0" ..29" 12 " ]" a,❑" i2.3" a J a_❑". 6.a9.' 1z 3" 4j..a o" 15.25" ii3" a:T 11 'a ❑„ ANCHOR NOTES: L PNCHGR SCIIN APPLIES TO A PRODUCTS CER CERTIFIED HEREIN, SLIT ONLY PROVIDES EP LE ALL n H I N PRQv MANIM' M ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWA LE SPANS�AN D. PRESW RES INDICATED L 6 N N IN OPEN SCHEDULE SHALL APPLY T ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXTSTn'IG STRUCTURE MATERIAL, 5 ANCHORTYPE SELECT iIESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON ER AND SELECT SPAN GAPA E TH O E LTO SHUTTE SP S SHUTTER T R TI R QUA R AN DETAILS CONNECTION -TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAlLSON SHEET 2 FOR.IDENITIFICATION OF MEf.ION TIPE 3- "PANEL FASTENERS" ARE 5TUD5 USEDIN CON3UNCIION WITH ALL MOUNTING EXTRUSIONS " TRACK 57UDPED LE ETC. USE 6 25 .0 PANEL FASTENER ACHY TABLE VALUES FOR ALL F ANGLE, O E ASaEN SPACING A LE ( ) ' °-ArdD °U°.HE DERE INCLUDING 9UILDOUT CONDITIONS)' H 4 ANCHORS SHP.LL BE INSTALLEQ'IN°AOL0R0.4NCE WMANUFACTURER' RECDMMENDATTONE;. 5 HOLLOW BLQGR HOST STRUCTURE SHALL CONFORM TO ASTM C9D BLOCK, 6 NlNIMUM ;M MENT 5HALLWASNOTEDINANCHORSCHFOUL.E, t!M EMBEDMENT 7 MINIMAND EDGE nrG7RNCEE WOES STUCIaSM BRICH ANDOTHF-k LL XC tSJ, WA . FINISHES WALL FINISHES 5HALL aE LIMITED TD lj4 MA%'OR SHALL aE VE,RiFiE➢ BY OTHERS TO AbEL'2UA7ELY 7R ANSFCA LOADS TO HOST STRUL'rURE. R. CO CRETE ANCHORS NOTED HEREIN 5HALL BE EM8 DEDTO UN D CONCRETE ONLY N IS ED CONDITIONS N 9 W'riERE EXI5i3NG STRUCTURE IS WOOD FRAMING, ExL57IN6 CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS AREI TOADEUATE WOOD PRNG N" $EF5, NOT PLYWOOD. FAEN ING TO PLWOODIS ACCEPTABLE, ONLY FOR SIDE CLOSURE PIECES, t0. WHERE ANCHORS FASTEN TO NARROW FACE of STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOM114AL 2' 4" MIN. WOOD STUD ('.° EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING) WOOD STUDSHAL) L BE"SOUTHERNPINE"G-0.55 OR GREATER DENSITY, LAG SCREW SHALL. HAVE PHILLIPS PAN HEAD CA, H6.Y HEAD, 11 REMOVABLE ANCHORS ARE:.DEWALT PANELMATE, ALL -POINTS SOLI El BRASS BUSHING:, 12 MACHENES IE W5 HALL HAVES IMUM ENGAGEMENT FT EADS INTO HE BASE E 5 MINO THREADS T ANCHOR AND'MA7 HAVE EITHER A PAN HERO TitUS5 HEAD, OR WAFER HEAD (SIIIEWALK BOLT) u.N,Ja_ 13 MINIMUM EMBEDMENT AND EDGE DIST�tNCE EXCLUDES 5TIj BROTHER WALL F1 SHE5. 14 i!® DESTGNATES ANCHOR CONDITIONS WHICH ARS NOT ACCEPTABLE USES. 13, J DIRECT MOUNTING CONDITIONS IS. 'LINEARZNTERPOLATIENJ 15 NOT PERMITTED FOR USE WITH THE ANCHOR 509ELIJLES WETEI ON THIS SFtEEF. +r N N U U O .0) Ri U '0 U 0- U) 4-5 =3 O Cu Cn O O O W O LL O .� -0 rl� E � Q� O L ♦V .= ��/��� VJ Q a Z Z W J lW nW' W I� U)) V / C \I L U O W M� W W C G Z Z Z Q J d SHEET NO. SH 1,5. H 1F ... .�--.----- _ ---�-- - - - - - - - -1 i il11.:, .". I,,.. 7ai:.Vi71:.113I Lil .lu_s. IJ':..-ii§-_.._ .. 1. .. ,__. _I_r1�1--__- � i