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Home My WebLink About6506 Beverly Hills DrJ9141III�II i F ��II Y ay. _ . I, d: u it ;C 3 m r- rn N Iu �O- B 0 J m u� N 4 N 0 I L0 rn 0 i Q FL E x c a t� a i e LZ N LO Ln 0 ui �m N '_`*CEiVEE) hQv a a 1ot2 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or BIT. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam OW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire VVWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 AlB1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. ULJ 2575�Ai Bi KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N ca = 0 0 V C2 t CD =7 [� o C (O V N N Y m y d eCa a E M 0 0 .10 CPO To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. q W a E V p ry Q8+ �� dFA ,* 0 a N N ) ' w LL yy zs J C J 2 LL In 0 LL LL SSS a —vim a is 0 OC �Ng� f W 0 A�°'°'m L 6 Z;Z � cr)< I1� N O U 00 .v� W 00 Z N z z � � �N z -J � LL r �U m � 0 W v A C) Q N Z Cl) -.J LL S z� Z a E o z oa Zo E N � ao '0 a3 ra _ o _Z Z `1 Qz z o 01 a WCL� LL r st Ala o L LO rn a cc CL CM co :3 C N Y a r-- CN m m LO LO CV O Lit N CN Q r c) LO z Z E �- E m a c� 0 d a JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. C S 4 0 7 m TYP @ 2 STORY J S6 H.B. (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 I I I I I GG I AC PAD AC PAD UP I I 1 1 I I 33 I I I I I -_ 16R I M 1 1 21 31 1171 I9 0 41 51 61 - 10 00 FLOOR G.T. I 42" SLOPING HALF o 11 M O rn 00 FAMILY ROOM WALL (3) 2X4 #2 SPF j 12 - 8'-8" FLAT LG. TOENAILS @ I - CARPET BASE FLEX GG 8PW T E ? 8'-8" FLAT CLG. z A 83 � CARPET FL 0 G. PLUMBING LINE N - TO SECOND (2) #5'S 2x6 WALL= 5-SH oo FLOOR I = 4 " -_--_-_ -- -- Jt -----_ERAT in 2068 B.F. H7'-4' - -- T 16'-4a" 3'-8" I 3'-8" 3'-6" iD 6-0" _ _ -4lm2� _-i co I I I H �, � 1- �I ` J S6 (3) 2X4 #2 SPF W/ I i � FOYER-- -1_ 0 I I I o 0 TYP @ 2 STORY (3)16d TOENAILS @ �i pa p� GO 8'-8" FLAT CLG. 30 BASE O O SI TILE -� R`4,, I (2) #5'S U_ U_ Lt 4 - -1-- (3) 2X4 #2 SPF W/ q (3) 2X4 #2 SPF W/ (3)16d TOENAILS N N (3)16d TOENAILS S3 @ BASELO N o----- @BASE -- - - - q 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION j S3 I I `° Q 8 DINING ROOM WHEN REQUIRED PER FBC ENTRY PATIO O� 8'-8" FLAT CLG. 1 I I 8'-8" FLAT CLG. T CARPET 2 CAR GARAGE I I 8'-8" FLAT CLG. AFF I I I I I L_ 4'-0" 6'-2" 6'-6" 4'-10" 20'-6" I I I c ,�_ I---__--___J i--------------I EDGE OF SLAB 2" BEYOND WALL '- I I I= I I I I I (c o N 3, 76 JB 3 I_J i O -- CC I I Iul L 33 I 1 1 0 1 - -- �-ITCHEN N � m r 10 -i J. 8-8 FLAT CLG. I >; - H1 -,, I I I I� TIE ito 2868 I I I Iw Iz II - REF. �2668 B.F. 2x6 WALL 1II K II N OPT. PANTRY _ VERIFY LOCATION L---____--__EQ -__- 16" DEEP S3 ELECTRICAL PANEL I , 5 -SH _ N J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER N 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 381 18 4 X 37 J S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 } X 62 1 S.H. 16 20X72 18}X71J S.H. 1112 27 1/4 X 26 26 X 25 S.H. 1113 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 11-16 27}X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54X26 52+JX25} S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. [DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: /4'=V-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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AC� +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 aG SEE SN SHEET HO SEE SN SHEET 6 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 111111111111111 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 11131" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 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 (GARAGE / LIVING) JR-11/R-13 KRAFT FACED N 0 N c� C c 0 F- -o W C ro C.D N ui P ro w Q �•' tV Y Rv � yea .3 ro iv`ai Oia d c o a Rs ro E o o.. u .o To the best of the Engineers knowledge, Information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. N W h m S N O LL v I aLLLL a a 0 Z cc L A Z 5^ti 0 N 0 W °f m Lu Z MzQ� N IL OU Z W z z � z � Q � U1o Tl (n LL LU 'U 0 w c_ d _ C)_ Q _I E E a �R go E'. U a o w� UO z&� off wg �o m� °a C = Y QLL z C z g W1 U �- - mi " A Oki O J 1211 LO cc �.. Fes- C'7 :3 04 N Y T m m LO C) ^I (N C) Ln N Q r ui E N ' M to c z C E L E C a 0 _J JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 1.0 rn m n N av rk �q J c� a m r CV ID chi LO u0 .�S C a r2 a x 0 t� 0 0 J- 0 v 0 Q, LO at c 0 '4 LO U I 79 A c REFER TO SHEET (ST) FOR MORE INFORMATION WH1111i 1 I$ ^' 16 15 2x6 BEAM-) 14 SLOPED CEILING TO MAINTAIN T-5" 13 HEADER HEIGHT 12 I W 2x8 #2 SYP JOISTS LANDING 11 @ 16" O.C. w/ SIMPSC N A35 CLIP OR LUS26 HANC ER TO 10 LEDGER U I 0 2x12 HDR. w/ (3) 2x S DS AT g " PLYWOOD @ EA. END FOR BEARING _ 1 LANDING � STANDARD (3) 2X12 F- 8 STRINGERS W/ SIMPSON A35 00 CLIP TO HDR. 7 g 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD 5 CONT. •� @ 16" O.C. HANDRAIL in 4\ 3\ THRUST BLOCK SECURED TO REFER TO SHEET (ST) FOR SLAB w/ 1/4"X3 1/2" TAPCONS MORE INFORMATION @ 16" O.C. 1 1 I I I II J ' J S6 TY_P @ 2 STORY I 7 g TYP@ 2 STORY is 10 F- 11 11 -- IIII IIII I 0Y - LOFT N 12 14 - <H>81 D62 LO "w HD 15 16 OWNERS lolt5lzl)3,_72"4'-o-"�7 _ 8'-O" FLAT CA PET CLG. 3,_ 8'-0" FLAT CLG. ir', _„ CAR T '-10" 5'-4" 2'-6" I o0 I in I r N DRYER ENT ROOF THROUG •� EXT. WALL TO BE 2x4 #2 SPF STUD @ 16' O.C. U.N.O. _. O -- P. -- --1-� t- _ �4 . _. -9� I -- 4, 0„ W 'coI -rt00 --; _AID �LAt CL ILE 3 A.F.F. --4 5' 10„ o " RIAT-�L TILE l ATTIC � -- �,/ eEs_s _, - U ' Q 5' 4" LL: m WI 'o Oa c I 2 �4 o BEDROOM 2 8'-0" FLAT CLG. CARPET W O� 13'-7j„ W - = N - - - - - - o o I I H1 D2 N2668 M - QQ Iti FIBERGLA -- L9 SURROUN -_.--- 60"X36" SHOWER 1- TB R&S -- --- ---------- j'/ti o0 a - (D p Z 00 266$ 2'-3" N SIM. w/ 3.5" x 5.25" 3 D2 F B= 2900 ° - 04 4068 B.F. I J S6 TYP @ 2 STCRY N 4068 B.F. 6,-51„ 1 - � N - 2 4, 4'-2 - _ �0 I -We 3, 2„ 8'-10" CO3 7.3 I 13-4- 111 o Cot D2 �I CrI W.I.C. I 8'-0"FLATCL . I I co I I I TYP @ 2 STORY DROOM 4 8'-0" FLAT CLG. G. TIL W 010 I W BEDROOM 3 8-CLG. CARPET p I O = rn H2 02 (D 4 I L------ R&S I ---J J S6 CARPET O EGRESS rs FIBERGLA SURROUN� a TYP @ CORNERS U.N.O. 1 2 \ STAIR CALCULATIONS: TOTAL RISE = 19.0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING 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 Y. inch. A nosing projection not less than 3/4 Inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handralls 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 anv soffits Drotected on the enclosed side with 1/2-inch avosum board. SIN SIN CONT. HANDRAIL RETURN TO WALL DETAIL. A SCALE: NTS I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'0 @ ENE LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER wl (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 H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 O(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'I 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20 X 38 J 18 J X 37 1 S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20 X 72 18 } X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 371 X 50 J 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 381 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 14012 RFV 10-120 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS*' SECOND FLOOR PLAN - ELEV-B1 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET u SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1111111111111111 - - 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N 0 N tLT 0 > u.r 4 c Caa. n. c .) N G ca C m .- cwa N 19 C1 , N .p CV t Q N N Y 4� is - C d ri � W N G Cn E o a � !� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a $� N 0 N 00 8 `v A 50o? Qj C Z L M LIIZ J , MZ d NUILZ O W W ❑ ❑ 0 2" -Z Z r; J a z 4 -r - LL w W 0 U a w • S y Z E� ° jazz 'a Q E ° w Q0 0 1= �o ZCq oro r <_Cq wg Rr �� rn C: -c #�#o d U " g & Z (n Qi J m a ° Q W �z 8 8 W�� LOLO rn QM M co � r N m m L0 L0 N 0 N Q n ui zM AP C_V y o Z M E d' 4 c a. U - Q p JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 1.1 ZMEN I LF- 1 -1 [L17. Fi 11 I LL[I I I'l I KITCHEN ISLAND PANTRY oQ 50 HOOD Ll U-- C") n T (V OPT. REF. 0 0 0 Q M RANGE OWNERS BATH KITCHEN b b 00 Go 4 F- M M F TUB/SHOWER 1 FINISH PER T11 -} FLOOR PLAN — -d-i NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. x TOILET TOWEL BAR a / ON BATHROOM WALL f' MEDICINE SHWR. o CABINET 00 VALVES - W o TOILET SOAP PAPER -j _, i HOLDER c DISH 0 in O Z 02 O (V p G+7 O th `n M `h M N TUB FIN. FLR.R Ll BATHROOMS, SHOWERS AND TUBS ISO iiiiiiiiiIiiiwi I I KITCHEN Eel DW T CV 60 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS ---- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- SINGLE OVERHANGS THAT ROD EXCEED 12" MAY — REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 'IntlH BASE CLOSETS / LAUNDRY :—al= t } � ih T SHELVING 0 00 to a 0 2X °0 FRAMING (D 1 /2" GYP BOARD — CABINETS - V-2" z •-1N O. O O M (V CV N ISLAND COUNTER FIN. FLR. CABINET BLOCKING SCALE: 1 /2"=V-0" BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= V-0" N 0 N oa � «•� Y W O L --omx N C k C3- _ N N L wT�,o w d C 3 � .. io' y CD C j a �o a to O '= E � o p. J G� r�J • . • N-�. � G .... v1v 0�4_ Q�arLZiJ�r�'' To the best of the Engineefs knowledge, information and belief, Me 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 = N \ r= W q 13u, Z LL LL a Lu 5 1 m W �OjOi m IL LO N r a0 N O U C� W Do UI h Z g1 Z Z g J d � r N z Q1 � OW WMid U • C O �p M C�i N O zw LL- E a pp aR Q E �_ w Z o ao ano oo N z � N LL2 zN�� N o ) N s ,5.. W 3 R ii LO MCL Q H M Z r N m m LO r � 04 �I L,n N Q r ai M 4 N o E d- E M a 0 a o JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 2.0 Ywl li p I. i I, u. — - �: 1 . -.: ; L h .. I— _ "i 1jJh SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F13 12 EXTERIOR PLASTER 12 ~` _ �5 ON FRAME 5 1" x 4" SMOOTH TEXTURED �/��—_. � � FLASHING TRIM / BAND EXTERIOR PLASTER ON 25 SH 25 SH 1" x 12" SMOOTH TEXTURED FLASHING TRIM/BAND -------------------------------------- F20 TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) �-v L� m T.O.P. HDR HGT. F16 iv 12 —r 25 SH 5 00 w �� w 2nd FIN. ---- ---------------------------- --FLR. 0 -- ---- __ T.O.M. CJ / WEEP 1:� CJ / WEEP --------------------------------------- J---------------HDRHG .M - i ll IN, 1111�11' 16070 OVERHEAD DOOR FRONT ELEVATION - B1. FIBERGLASS SHINGLE tAseTnl f en AO oe0 12 T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. HDR HGT. FIN FLR 3068 ` 1: 21 '� [�F: F1 F1 RIGHT ELEVATION - B1, FIN In 50 TFNTR1COLUMN DETAIL ALE: =T-O" REV. 09.24.21 N N to C7 r v >w a O o o ea. C F L7 CCV y c a C� .y :'p N t y t C C, � ec to CU W c o ? C 2 T N Q'•C] c E � O 4 41 ,1......./tees 0. r3. ?d!li'15 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. CO, y LL ..J Q C J u W � u- - a Z a Y 13 N o Z 6 LLWE r' Z d Z N OU W U Z Z ZU) r: J N— I ^ V ! Z p CD GC N 4-+ C- u ((3 w to t — g O W N N c CC«VV l/1 � (13 F— in w � i • U c Q Y N � O � fM'7 z oF =-® E yi ¢� Da W� t�V !_ �� oU z °Ez Z N ro w g �o Ce �R d (O C O U 10 1 9�z z ^ � J m0 �W. �f2 itg � S� go W TLL U Nk �— w r 01 O} J ?O LOm LO C � M co m In LO O V/ I �I N LO N Q ^ r ci z N cS c E 'it`m c a •• U -1 Q p c JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 3.1 �Illl� lldl W 11111 111119 I _ N! 11, - 1 DTF?I m L0 N g 0 C a N 1 m n N C9 *Ln a rX 3 a 0 K E CL i i LZ 0 n s N Lo T A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5� 12 zz::::�5 T.O.P. ---- _------- --- - --- - --- HDR HGT. 35-SH CJ CJ CJ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2nd FIN. ------------------- ----------------- --------- 6'-0" FLASHING 14'-0"FLR. --------- T.O.M. CJ /WEEP CJ /WEEP-- ------------------ -------------------------------- --HDR HG ROOF TO BE CENTERED ON DOOR TEXTURED CEMEN I I I IOUS FINISH ON C.M.U. (TYP.) 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 5� ----------------------------I-----------FIN 5068 SGD REAR ELEVATION — B1 12 ZZ�_5 9' RIDGE VENT SCALE: 1 /4"=V-0" N r; ti -- 12 5 T.O.P. ---- -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ HDR HGT. EXTERIOR PLASTER `� ON FRAME 25 SH 12 \�_ _5_ _ 2nd FIN. --------------------------------------------------------------------------------- — — ---- CJ CJ - - FLR. ------------------------- --- _ CJ / WEEP HDR HG I. 2'-0" II T iw TEXTURED 0 o CEMENTITIOUS co r FINISH ON C.M.U. ~ (TYP.) -----FIN FLR LEFT ELEVATION — 131 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 1-112" 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"A" crown) staples 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702,1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be Installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N r"® 0 o O dLW > LWo = cm c_ C cc r_J N �Lza CAcac- �vN .D. CV .t= to p rR 4 CV Y d c m ZJ a cc ate•'° >. �E �o a� w 1tU0 tf flyJ/J�� '0R WIN ' ro FLO i \10 ►rnuttttt 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 - Residentisl 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W 4 N �ob Co n �N0 it M fA ' ai v J L Q �, LL M LL U_ w a 1 13 Z W ra�� IL=�NZd � Z OU 3 8 W ❑❑ V N z Cl) O z o J — z v0 S V � O c U t0 `� A p w u Eo ?• Z g ro & o a z � Ada mi a�i & '< Z C_ �z az Lo C � ao �w a� J LO 0, c� _ Q CL Fes- ca 04CN N m m LO L I .0 N LO O LO N Q ^ r ai E N CM to c ? z E E hi 0 o a v a JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1' CAP [ CAP 2" "NOTE: r iv N FOAM TO BE USED 1" RADIUS—,"" ONLY WHEN [ 1/2" RADIUS [�+ is C 2" REQUIRED BY ' 31/2" RADIUS `'� a COMMUNITY^N 1'-5-" �„., ~" 1 = SPECS. IF NOT, I i� 3/4" RADIUS 4 A, `v 0 0 CD DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. 1/2" RADIUS > W itt 4t, VARIES 1,t • 1„ o s a EDGE OF �� 1'-Ott N �. c0 1' OPENING VARIES 1t�„ 4mi a [ 1„ VARIES N Q 22 — 1 t�„ y�c w N T Y VARIES N IN o 1 1/2" RADIUS 4" _ 2 1/2" RADIUS c •`_' p T 34 ,tt LO m c .� .. o€' [ VARIES 13° 32° 11„ 3" N cD = r� N 3" 2" 2" 1" 1 ° 1" BASE • BASE f 4,1 Ii �v 1tt 1„ 4 � • � N I I ti o N N � "NOTE: VARIES 2" FOAM TO BE USED ONLY WHEN io i 3" REQUIRED BY a D 1'-6" COMMUNITY 1 " SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2� M- 1-1/2" OPENING THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, [i Q the structural plans end specifications contained within these cv 4„ 101,iv - -- - - --_-- _ — 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 10" 6" ___ Engineers signature and seal. 2411 W � E g �s T o Lo rh 0 2 a0 y I* U33 LL LL Z a d LL• a. z — p S 4 4 ' 6" N tp O gtt 2t, Ott 3tt iv w W [ W rn rn w t, iv 2" 2t, ¢ ¢ Al un z " M Z d r- ra , > > s -- Z N O U 0 LO W O ❑ N � 1-1/2" THICK 3�' z � 24,, ,--- - � co chi ---- ¢ � 52 , 1 -5 52,t I I V I „ 1 t_4t, 3„ 54N z 4 IN = r - N 4 U 1„ 1" VARIES VARIES 0 w V) c " �� 2t, w w = ' e ,I I VARIES VARIES04 c 440 1 i 4" 81, —._. w - -- ---- 32t Z J [ r--------- = to I I rn 3 6" 4" KEYSTONE F11 o KEYSTONE F11 I` U- Q N N ��' P OPTIONAL OPTIONAL $ o 23 io i ifl Q^ ltt [oo0o gZ �211 44 cD Rq1„ _ 3 o roC4,4 w=' z ___,_ a 4" GARAGE DR. OPENING 4" 3 ' 4" WINDOW OPENING 4" 42- fu o co 2 NOTE:z o z • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL I g VARIES • • LOOK & SMOOTH FINISH W 2. 4 J ' • • FOAM/ EPS MATERIAL IS 3: ACCEPTED � ZIP I Eff NOTE. 1' 4" 0 O � •FIN. TO HAVE TRADITIONAL LOOK & . v SMOOTH FINISH 1 " 1'-6d' 14 1 " 2-1 z 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5 " 1'-1"" 51" j 3,_8tt Ott -- — ------`~ LO $' 4,t 3'_0„ 4t,'r t� 1 " 101, 101, :- iv �- M d- '° N ar - co N 19 T 1 t, r m CD R LC) I (V n t� o LO N Q ^ r N N •: E c N LO ZO , 00 z ih ih r E B ccc JOB NO: 22-06457 1,t SCALE : AS NOTED SHEET NO. $ 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM a • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH Cn rn rELECTRICAL SPECIFICATION II NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories, 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges Installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PE�G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �94 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS et>� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) & CHIMES (OPTIONAL) 1P PUSH BUTTON SWITCH (OPTIONAL) 19 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 200 amp 150 amp UNDERGROUND IDIs SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER *14 to lights & outlets #12 to appliances and GFI d10 to WH 08 to Range N6 to HVAC 200=410 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. i AC PAD AC PAD DISC. WP GFI PATIO WP GFI H.B. I I / I I / I I ` / I FAMILY ROOM--, � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED L .. TO LIGHT AND SWITCH ABOVE ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 EX I I 7- FOYER db O / I —, W.H. PENDANT AS / CH \PER SPECS / DINI0#00 f F1 GFI I I L---- 6UC _J f— L---- ------ n7dihFit DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI 1 1 ... k-ITCH—E-NI`, REF. J� 90 --- — OPT.— G'FI @ 44" A.F.F. ------------ I I I I I I I I I I I I I GFI @ 44" GAR. I I I A.F.F. DOOR I I I GFI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I VERIFY LOCATION IRRIGATION ELECTRICAL PANEL GFI �t�" A.F.F. I I _I VERIFY METER LOCATION WP WITH BUILDER GFI H.B. 15'-0" U 2 CAR GARAGE r , I � JI I I - 1IIN PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY MAIN FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" N N to O C) aw � t c Clio m w s • c> apa > c o � O •� T _E aG c� N t` N LAD 0 To the best of the Engineer's knowledge, Information and beUef, the structural plans and spKAcatlons contained within these drawings comply with the 2020 Florida Building Code - Residendal 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 0yM� to 0 J (p LLLL ld' a Z L `. _ a LZ cuo "N'0 dK ZN o0 C W ❑ z gN z 3S z ¢ $ N z -J N 0 w N N c �, � m C) ¢ 0 CD soo M �pp <R o wa a V3* g S N pp E49 �g i8 ZN� Jb s 0Ig 5 In J LO �O B H � M Y � T .2 m LO r o N M N LO o z c m E E ai m 0. U _j < p JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I .Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 150A/200A INDOOR PANEL CENTER 10 x14 to lights & oudets NEMA 1 x 12 to appliances and GFI 150 AMP/ ZOO AMP so #10 to WH 10 #& to Range 10 #6 to HVAC METER IF 50=2/0 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND InnfectSERVICE BY POWER CO. INTERSYSTEM4 Bare Cu Ground BONDING4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. WALL MOUNTED LIGHT FIXTURE j I O RECESSED LIGHT FIXTURE I I P 0 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT j }� FLUORESCENT LIGHT FIXTURE I O EXHAUST FAN L_ EXHAUST FAN/LIGHT COMBINATION RECEPT. ® ELECTRIC DOOR OPERATOR (OPTIONAL) FOR ALARM CH CHIMES (OPTIONAL) SYSTEM — FO PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT C11�11 ELECTRIC METER _tid ELECTRIC PANEL _i...l DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE WI ROUGH -IN FOR G J OPT. CEILING FAN ID (1) PHONE LINE, (1) DATA PORT r _ , I I I I I I I I I I I I I UPPER ELECTRICAL PLAN - ELEV-B1 SCALE: /4"=V-0" N N CQ F— U d� ? W W t 0 m 'd X ..r c LA_ o_ ,— l9 N 8 L c � 3 � io dj at =der= y cr to ?` c E ro v d U N N 0 N ti N u->, 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E o $ (0 11 N QpC7� U N to a M v LL LL 11 0 Z � u__ d 32 ^gO1 a j W CN O O L = Z CGo N OU V " W Cn ❑ ❑ QD Z z E U) E3 N 4J z � "U 0 N L.0 �N G � 13 U • Q N Qc~ c5 M �p Y t.L E H QN z0 Z EU ~ to 5 oa a a & o a � ¢¢QQ p WW L ro rnC - C l Y(yQ< O m Z } Wj� lb N lb �a 7 g 0 S23 �I $ O J LO rn c� Q F -- cM co j 04 N Y � �C T M W mLID ¢I 0 N O N LO CN11.0 Q ^ r m E co N U) c Z z E E d- hi c ti U _j $ p JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 4.1 M n N v J m Ln N v� ti 0 0 C a E O c EE L� N LO J0 f� c� N n N 4 r;- I I I I I I I I I a Lb y,A I 49 I I I" I r � r 4'-0" OFF RIDGE VENT ' 5:1� 2 SLOPE Q 5:12, SLOP LA 5:12 a SLOPE JP�`� 2 I N CP y 4'-0" OFF RIDGE VENT to 9'-0" RIDGE VENT RIDGE LU i» I° I ZONE-2 I" ATTIC SPACE I 1533 SQ. FT. I I I i r I I I I I I I I P`y � I w a I tI I i L RIDGE I I I I I W a O N I 5:12 SLOPE rri RIDGE w Ia I ZONE-1 J ATTIC SPACE 35 SQ. FT. 5:12 SLO Am ROOF PLAN - ELEV-B1 SCALE: Y4"=l'-0" 0 N O o 'u Q F- Q o rs O U CL - C M N � m � _ 19 p ` n Qi N yd C r �;uwa 3 3 � i 4}D C C fO a, � •R.a ro O d. V >r O To the best of the Englneers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the Structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo CS � � d 01 N m �,,'R 8 af! 0 U' 0 NO 2qz +• u � -j u' S LL 1 LU a O W°'°' N CO DoLL Z NM OU 0 w W r Cr) z � z (nv):2!: J 41 ('10 .O 0 w t/i Ln LU c d w U c • M � W J g O l..l x z oa ` X � W a z N a g go z w � C cn Jb �s ~FF gz i z O O �z W �� g 0 'O' ppwp 2I6 U �C:) I� J LO _ Q 0 CL F� M r N Cr T m m LO Lo I N O ai Ln N Q n r- ai l0 ? M !'VT N y LOa c O C C JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 5.0 M .O Q1 LO r O p7 N �p J LO m LO n N LO Q �O v N 9 LO N n LO S s N t\ S N N CO N Cta O W sn � w N O.O i y CIJ 04 X W W ay a Co a.. c o G E G L O 1P .�? • � Vr—� w To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W (A 0 A /W N(D a Ci ` C"' , LL W Ly o C" WcR pj O' No ILM04 Z OU U W W 011 � z � Z z o J d � N - N Z CD W r V Uj � O W N N c N C� c z M _� z LL $ 0 w ' �o p Z® O FcU _CL u so o Z O E N t iz wo °do MZ W rp N Co - C T� m� �i O Zu z N J Z� YZ � Z O O o U J yZj W� OR U J �C LO LO � � M co M T N Y � T m m LO LC) N p 1O N Q ^ �/ c5 Z E E C a v ¢ o JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 6.0 14 c C PZ11 H.B.t 38'-0" 2'-0" 2'-0" 2'-0" 4- TYP @ 2 J STORY S6 -4" 2'-1 5'-0" �................ ..... ......... ....................0....E CPA AC PAD --------- ----I-- —------- 1 v S3 '� s `t T-4" 16-3" TYP @ 2 STORY T HVAC CHASE :: BASED ON I — — ; ; 101-011 ; LOCATION I J S6 INDICATES FILLED CELL w/ 3000 I PSI CONC. GROUT FROM FT. TO °P ` I I BEAM W/ (1) #5 REBAR VERT . r • • • ...... . ABOVE SLAB TYP @ ALL PLACES 1 • ' • ' ' ' ' ' ' t-t SHOWN HOOKED FTG. DOWELS 5" t I 1 EMBED W/ 25" EXT. ABOVE SLAB f -1p I "GRADE 40 STEEL" 9 N - - - -� � � t - - - CJ �_ �� _ LJt IJ 1 : GG S3 = PLUMBING LINE 1 I I TO SECOND UP TO: I 112NDSTUg FLOOR -9" '-0" FLOOR FOR A/C ...: : '. '.'.:::::: :::::::. :: ■ — 2'-6" x 2'-6" x 1'-011 W/ (3) #5'S E.W. M 1 T-14" I I I I #5'S L TOP OF CONC./ PAVER TO BE 4' ' 0'-0" S3 4 TYP @ 2 J BELOW FIN. FLR. • I I PROVIDE Y2' x 9 Yz" 1 /8 ' 1� I SLOPE 1 11 11 1 11 2 6 x 2'-6 x 1 0 1 E.W. c� C,� STORY S6 I RECESS FOR FRT. DOOR -4" W/ (3) #5 S o 1 _ c r- ■ I -I-CJ- �*►---------+—------� s b I (2) #5 REBAR BUILDER TO PROVIDE CC VERTICALS w/ in I I N (2) #5'S iv 3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED CELL PROVIDE 1 Y2" SLAB FOR HERNANDO I I `- WHEN REQUIRED PER FBC 2 STORY I 9 � 1`SLOPEt9 I RECESS FOR COUNTY ONLY I SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC ( L I MASON'S SLOPE SLAB OVER 6 MIL I I FOR WIDTH VISQUEENVAPOR BARRIERI 1 I I I I 1 EDGE SLAB 1 CHASE 1 1 BEEYO DFWALLL 2 TO �NDI ISLAND 1 SLOPE'. I 1-0 11 ' LOW WALLS I ( 4KITCHEN l J =_- I I CJ ( - — N I 1 II I +CJ I 4'-11" 20'-6" • N I L - - - - -------� 1 J J11- S3 v C IILI I ILA di Cn -3 1 /2 I A. I 6'-0" 5'- " 1 i 81 1 CC (2) #5 REBAR S3 VERTICALS w/ in _ FILLED CELL a I �-- 2 STORY VERIFY LOCATION _. .� — — 'Et-MICAtF"4Et— NJ VERIFY METER LOCATION J WITH BUILDER S6 TYP @ 2 STORY +H.B FOUNDATION PLAN - ELEV-B1 SCALE: 14"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 3/4" = l'-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cunt, around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" N NC=k UD O © D. a u.� tl a n O G /C fJ N co CL.L. n. f13 O . N..O,N t w y o m 3 � � dY ._..• Q � 3 m 3 •r U C7 Cu, C O 7 tZ of R c E Cc o d U w T ii �' ' ,.. d► -ti W To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W CS v d I � m �. a 4 11 �113 �. N W 0 0 ; °i °' m Z ILW ZN M<¢J OU W ❑ ❑ z z � J aLO N LU 0 W g N rs U C Q � �C, o o Zo a �° z N it V x o� Z N a ° o TZ W wis zl J >C) U 1 Ul o> L° Q � M M T N T Vl m M LO 1 v4 0) N Q Q h r ai (y) C`V H c ? z E E y C c p � JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 6.0 TYP @ 2 STORY T A STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ , (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END- 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN TRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN C031 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 �%e) or tY3z' EXP. 1 eY16) TILE: ty32" EXP. 1 ('ye) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ya" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ11 CA 1 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060'" 1005/915 *" 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 "* 1335/2820 " 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20 16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 *" 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME --- - U MGT 3965 3330 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F _W732MD SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/(3 ) 16D SINKERS& (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 1 12-1Od x 1 1/2" 1 HHCP2 680 570 20 10d x 1-1/2". " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (8) 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 Y 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) 20 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 6-0" 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. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-B11 SCALE: %4"=1 "-0" 1 N crs o _ (.� > W O C r_ c ,mac 1[ CV w CP ]L r E � � � m da c� y r s • `d n E � o a rm Ivzv- 'vim r• ` M ��i:� .. , Cbb To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 $ v 0 o- N N m 2 �r-- r- M�J? a 9 Le a � _9ILLL a °W s�t� _13 ro g S 0 i Z 4 C� G 0 AIa,5; R 04 ILWco M Z dd J ZN OU U U W pp V 2 _z Z iQS Z � ) z o I (1 a) 1--+ L f>3 L,_, O W 2G W � C Q 0 N C6p M o W ti ESaR :FA z0 O oa Z gE x N r ru W U 3a 83 o Z NW �k nj O J LO 0' rn B cM Q FM co � T N Y Cr "•• m LO T � O 04 ff) u / 04 CIF)�; L o Z z E E m c a U � Q p JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 7.0 ENGINEERED CLADDING W NDFPRESSURES AND SUCTIONS FOR MEAN ROOF 5T2 ftND RS HALL ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. Mr) FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %g" EXP. 1 CV16) or 1%2' EXP. 1 eyl(i) TILE: 1%2" EXP. 1 Vie) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 fie" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. TYP @ a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 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 1 112" 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 -- wl (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 HD313 " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "' 8 - 10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125'" 30 -16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 wl (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 wl (24) 1 /4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W I LUGT2 3100-M 4520-F 3100-M 3800-F W/ (3) 16D SINKERS & (2) ! STORY (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 160 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Old 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 IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. A. W/ BLOCKING 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- B-) '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) 20 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRiER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Bll SCALE: /4'=1'-011 1 0 N !O C2 H V O � � d > W of o U.- �O O UP L Q z M Y cu ,c eo u CO tr. A a� a nc • �° a, N a'A E fO o d, U >ti 0 ` ; ✓*. To the best of the ngineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W JN d C N ar0 di (n N C L. N LL C LL —t W �LLLL o- Z `� a o W rR 9 T m Z . CN Nz° Q J Z cv O U U W ❑❑ 0 Z � � Z g J d Z o Cr) W "O 0 0 N W Q s n o � z a p Zo aEwO O E H r0 �� oa E�N CMz C y Q LL �� 3 81 P W� 3 N �� ci 3� p C a � z a >� c0 124 ' J L0 LO Lv (a Q FM co � � N Y T M m Lid r- z I Imo-" pT^ L / CN Q n e— ai C`V c z z E N �, m a E 0 _j ¢ o JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shorefilledflintelmustcomntels as . LINTEL PLAN NOTES: N 3, Installation of lintel must comply with the architectural and/or structural drawings. 0 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodateventiN g. 5. Allli ellssmeeto° xceedcing U360verrticaldeflection, except lintels l7'-4"and 1. THIS PLAN IS TO BE USED FOR STRUCTURAL longer with a nominal height of8"meet orexceed u180. INFORMATION ONLY. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. o :�- 7. 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 2, UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE o W 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 e ro r, 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16and 20-0630.15. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have N Cc o a a coating of stucco applied In accordance with ASTM C-926 or other approved BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE y o coating. N 12. Lintels loaded simultaneously with verItcal (gravity and uplift) and horizontal (lateral) COORDINATED WITH THE ELEVATION DRAWINGS loads shoud be checked for combine loading with the following equation: THE CONTRACTOR IS RESPONSIBLE FOR Applied vertical load Applied horizontal load 4. cY � •3 � Safe vertical load + Safe horizontal load <1 •0 COORDINATING THE PROPER LINTEL HEIGHT. d y 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM d a DEPTH REQUIRED FOR THE DESIGN LOADS. THE E GENERAL CONCRETE LINTEL SCHEDULE DEPTH MAY BE INCREASED IF REQUIRED FOR a PROPER LINTEL HEIGHT,G.C. COORDINATE. APPROVED LINTEL MANUFACTURERS: CASTE -CREPE, QUALITY, LOTTS :'� ji;; ; Ji:; . : �'. ; : �'. ; : . FORM k GROUT SOLIDiLAL POWER STEEL LINTEL IS AN ADEQUATE ��``\ Ovu _ SUBSTITUTION @ALL LOCATIONS UNLESS 11 8F8-1B/1T 8F8-0B/1T 8RF6-DB/1T • ' Q • J NOTED OTHERWISE AT OPENING LOCATION O '' 0 0 0 O '•' 8RF1 1 /1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T �S CONT. BAR 9'-3" 13'-8" 8F12-1B/1T Or O 8F20 OB/1T © - I.- L.0 a 4c, ® "V" LINTEL DETAIL 1 '� °••s SCALE = N.T.S. ILI �:'• i'r . •r' � � � I I I � I _ "? To the best of the Engineer's knowledge, information and belief, O O O O O 0 0 0 0 0 0 O O O O O O O O Tp 0 0 O O O N - - - �� the structural plena and spedficetiona contained within these 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T 8F24-0B/1T 8F24-1B/1T 8F20-1B-2T 8F20-1B/1T =� O drawings comply with the 2020Florida Building Code - 4 J I Residential 7th Edition. Engineer's signature and seal Is only for ` ® © ® (8 ® g O O O ® E the structural engineering portions of the drawing pages bearing NryEngineers signature and seal. TYPE DESIGNATION #5 REBAR AT TOPr •r 5'-10" LL W F = FILLED WITH IN. (1) REO'D ALTERNATE POWERS 0 14 A GROUT / U = UNFILLED c 1/2" E - `"'�' S R=RECESSED LEAK STEEL LINTEL B m QTY. OF #5 ° 5'-10" LL ?r? ( a � J REBAR @ BOTTOM d #5 REBAR AT TOP 5'-8" LL � OF LINTEL CAVITY j•. .M.U. � � � J � CJLLLu a ° e MIN. (1) REO'D 1-1/2" CLEAR f •f•' '•'' �� u' a Y 0 8F16- B/1T °a Y, `' W �Gm uS a ° GROUT ILIZ M d r• { Z f0 n (Tj _.. f ••• V 04 Cl) J O m cc C.M.U. {• t QUANTITY OF a y�-i f f �- W O U an tNOMINAL,L 5 REBAR AT = u� W �i WIDTH #5 REBAR AT • BOTTOM OF 2 i - - MIN. ':t E N TOP LINTEL CAVITY 8 6 O o -��/ ••f • f • 5'-8" LL Ur NOMINA ° -BOTTOM ti x 5 -4 LL HEIGHT REINFORCING a c7 Z 7-5/8"ACTUAL PROVIDED IN Z�Z LL0 Lu u> 8" NOMINAL WIDTH LINTEL a b 3 5 REBAR AT BOTTOM W (VARIES) g AS INDICATED ••{• �• • , {� Z to � Z MATERIALS 16 GAUGE POWERS �- 1 .. c�sTlin-tels = 3500 psi. STEEL BOXED LINTEL M � g• . B ) � z rh 2. c prestressed lintels = 6000 psi. 5'-8" LL 0// N 3. grouted per ASTM C478 f g = 3000 psi w/ " 4. maximum 3/8" aggregate and 8 POWERS STEEL BOXED LINTEL NOTES (ALT.) to 11" slump. by N 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN _ yr w minimum net area compressive strength = 1900 psi. tiff _ 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. I titi p Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. •U 7. 270 low relaxation. Refer to manufacturers specifications. ��• O 3. If Ilntel is scratched or damaged refer to Powers Steel for repair. r �� w i' 7/32 wire per ASTM A510. 6 -6 LL 4. Lintel depth to match precast depth. One #5 Bar required at top ;�. e94 8. Mortar per ASTM C270 type M or S. l/1 see lintel plan/detaHa for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box Ilntels prior to $fi U LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications w APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) s o ti; • C� X '• MIN. p S• ch o v •. E u 3o >ly SS �� E i O 7d R Q .ti E 8 W� ze o 9y 17'-4" LL o 6 0 S. CE� E _~ L �: a tit a M �§�� E 4'-6" LL rr. ti: • Z h � o tiff WOI= 2x8 #2 SYP STUDS @ 8" O.C. W! (2) STRUCTURAL SHEATHING SIMPSON MSTAM36 STRAPS EACH ATTACHED PER NAILING STUD ((1) STRAPS EACH SIDE) SCHEDULE > v CENTERED W! (13)10d NAILS &T)NS J IELID of ^ � OR y (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ LO cc •� (4) SIMPSON MSTAM36 STRAPS ((2) SEE PLAN a i STRAPS EACH SIDE) -/WALL ~ M 2x8 #2 SYP P.T. BASE PLATE N N W/)�" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7 EMBEDMENT @ 8" KNOCKOUT COURSE m V J m 32" Q.C. & 6" FROM EACH END I � _ WI (1) #5 CONT. - SEE PLAN FOR FILLED CELL ¢� 04 O N SPACING L0 04 n � O 04 Q ^ r ai N c o M ' M y to E C E c rJ � a p � WALL SPLICE DETAIL a 1 JOB NO: 22-06457 8 SCALE: 1" = 1'-0" SCALE : AS NOTED SHEET NO. LINTEL PLAN - ELEV-Bl 8.0 g SCALE: Y4'=1'-0" tR NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308,4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3, 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 RAID) 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 77H EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3, RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3, 2. 1, THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR ZO". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 I A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" ?Y2. Y4" 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 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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. Irriggation/sprinkler systems includingg all risers rid spray heads shall n6t be installed wi hin 1-0" of the building side wall. 4. FBC-R R318.7- To prgvide 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 R 18.1.1 - Initial treatment shall be done after all excavation and ba ,II 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 trappss, 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 overpol and mortar along the foundation perimeter must be removed be�ore exterior sol 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 exteror vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-9' of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' 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. N N O N Lt3 .z � W N % Q m N ro �- N +�CD - C E z ro m •=� u m �l.�•� ?. _£ a u `o i .r. eft fi r .v d+ d 014 a o the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W o E O N N d C1 D N N ao O fn 64 9) a 0 M LL N M J cQLLiL 0 Z w �y a mCo _ M�`° 0 m ILWpjO7 Z w CN MZ d Z CN OU 0 0 W z z z (1) CD -J rn U � O c i� U ¢ 0 N o `$ E O o n E H r0 = u QQ. Q¢ z o O E N p4 Y � ado mo U:) C - y8 i� > z 3 �- os 0 � go �W Wa� U 12 0 o CD ww =1 d? �� CD J Ln rn a C r CV m m 1 .0 N C) N LO LCi CN Q ^ r Z E (V o ? E c a U _j $ p JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. SN 9 9 9 A THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" o STUB -OUT FOR 1'-O" C -' GAS METER O o � U O o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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 Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x / . 1/8" gap -4 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below. local building 1/16 lode for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. 4 nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL 1 N.T.S. INV MVLF-0 krJA%.Cr r MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d to - NAILS TYP. GIRDER TRUSS Q STD. 90° CONT. #5 BCONT. #5 AR > I HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM r, 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 : SHEATHING PER PLAN COLUMN AND --_ - CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL ' TJI PER PLAN ' - OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # 2nd FLOOR above to bearing below. STUU DS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. } gap 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth Intermediate . .End ® 9-1/2" _.2_8d BCI 5000s 11-7/8" 2-8d 2-8d 3 8d 14" 2-8d 5-8d Clinch nails 9-1/2" 2-8-d_ - — 2-8d _- when BCI 6000s® 11-7/8" 2_9d- 3-8d possible BCI 6500s® �4" 2-8d __ . 5-8d __ V__ 16" 2-8d 6-8d - 11-7/8" 2-8d 3-8d - BCI 600 141. 2-8d 5-8d _ Tight fit -`` 16" 2-8d _ 6-8d - " 3-16d 3-16d- 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 1 5-160 5-16d required when indicated or 4" max. 16" 16-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6A 1%" ROUND HOLE MAY 61(r], 6"^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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 MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ;,.,,Install tight to top flange. Joist hanger y \ Filler block. Nail with - j 10-10d nails. Backer block required where top mount hanger load exceeds 250 Ibs, Install tight to top flange. - -, 1/4"-2" gap - Backer Block io "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. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet height requirements X Joist o �0.6 depth d_ I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS I1 SEE PLAN FOR--'•• a' . • '.:. • FOUNDATION INFO ' a STEM FOUNDATION GRADE REINF. SEE PLAN a .. . rR�rr- A/C CHASE�4'PVC� (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A • • •° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °� 1 d1 ai a e a � a SEE FND. PLN. SIZE & REINF, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 Ta ° °° a e° G a a 4 ° ---- -- - SEE FND, PLN. SIZE & REINF. LO Ca. o. ,r o t' a o. c•� �.om; t u- H. LO O �. d dW o a cz 3 ra L d 7 G.n G E cc a� 0 D tr'•'[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. $ 8 d, _a S o 40 Q LL u �LLLL d p� W N� � o �°'°' m W z ILW MZd� Z N do W 0 Co O❑ U R V z N r7 z � z ¢_ _ a U) 91 z0k/1 C7 (a •U " a: In t In �+ 0 ,U N c o z 29 �� E Fes- V � Q O z z C C N 0 z o o z W � .P3 CO C C Z . 8 N m o Z u >ZW .J � b � W �8 W U wLL 9a N LL gzi S °I �l3 °O > L 9 E C7 �1LO CL (D � N U _ m m L0 T � LO N M r__ CD U ) N Q 04 r E LO m E E 0- U v Q O c J JOB NO : 22-06457 SCALE : AS NOTED SHEET NO. SN 1 ,Q 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 INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B -FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z -PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 _' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) -MOISTURE BARRIER ► a -SHINGLE ROOF, SHINGLES TO ► BE IN ACCORDANCE w/ ASTM = — — —`� D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE 1 ,- i Ile R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) - _1 11 1 RESIDENTIAL 8„ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S,.l ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT ,_______8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1 x2 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 Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N .= ° s► � I 1 = _Z � 1�LL1 2 a, M ► h ;Q 6 MIL VAPOR I.z BARRIER ; c 4 D fV COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR 11'4"0 STORY) STD. 90 NOOK (SEE U.N.O..O CHAIRS TYP. TYP. 4„ V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z ... 4" _ r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12"TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5l8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" L (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.—F.F—. OIL O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. 4-3 1/2" 9 31/2"MIN. � 31/2"MIN. J A.F.F. O � __�.,.�— • a c = 1/2"(min.)-4" _ 1/2"(min.)-4" 31/2"(min. 31/2"(min. - • --- It 1-411 (2) #5 CONT. (2) #5 CONT. 4„ 1 �� 8�� 4"�� rrr 8„- U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP KCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 J SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. PCS' 1\�o��CJ M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ ' 1�,M�N�VUpuS LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION CIS3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR " LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 10d NAILS BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT, OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING a BOLTS 6" MAX FROM\L FIBERMESH BAR w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE TYP. '- d PER MFR INSTRUCTIONS ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR � ► GRADE _ 4: °ty ' ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e • P •D � � [GRADE 60 MIN. Fy= 60ksi] � tr MONO OR STEMWALL z �,•, — > • ,, FINISH GRADE 25"MIN. LAP [30"MIN. LAP] g — • > ' FOOTING MONO SHOWN -• g � w ° a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N 6 _ WWF OR FIBERMESH ; •E � a . — 4 — T r FOR II.II �II�II�II�II#5 REINFORCINGlicll, II`-�-11 " IIIIIlE=11�11�'" -I1= II�11CM1�11�11 = _AP . •• `�II�11 11�11! II 11!�l n=n=n� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL T.1-481 - W,�,A SLAB INFORMATION. R;IIMII;-=..IL915IIG;II - IIE�UI�-�11�II�IIi�11E�11E�11�11E=+ • - 1-4' TYPICAL THICKENED S -IES A. jh 0 MIN. :DGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E fV ' _ .. ;•: 4■ SEE AIS3 OR J/S6-•-- FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri— SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ,1 "llr`�IIPII�.� �1'i-Il�ll� 1�'� 1 II�iI�i�11�,I1• 6 MIL VAPOR 11 �IIP�1�1= 11' .,..© y ♦. "1 ♦ ffIEENDIATION NFO. ► •' TAPERED COLUMN FRAMING CD12 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIR S 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1' " S3 SEE PLAN 1 1/2"RECESS FOR AR 6 x 6 W1.4 x W1.4 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 SEE PLAN FOR " • TOP OF BEAM &LAYOUT DESIGN • G 4 �' �rrr111m11iT SEE ROOF PLAN o • e - (2) HTS20 FOR STRUCTURAL BEAM SIZE & Qr a �. CONNECTION INFO r> - . • ° J' - — I 2x4 #2 SYP P.T. FRAMING wl — — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T g z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 oc ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION._`*� GRADE in g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. � MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ $"O.C. ATTACHMENTS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' „ ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS ? ' •E _ > � FILLED SOLID (SEE PLAN FOR � 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) z z -' • �',,- �' w r WWF OR FIBERMESH a w o _' v LIM BRICK PAVERS Or SLAB PER S o "� •' • • z z / COMMUNITY SPECS 11- to /— --• M U04 LL LL � ID cam . ILA Cr W 04 0 �, i FOOTING 0 BEYOND NT PAD REINFORCEME 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 a� V d� O > W O` �o N N C m o = d a.. w O ' r l C`�' • V ' 1 �� . t�•JI ,,L`i. To the best of the Enpineer•a knowledge, Infortnedon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Realdential 7th Edition. Enpineer•s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N d � 32 M LL di y fh v � J LL W ti a z � 'z � G = OU W ❑❑ z Z - N z � v� w O � I^ W 8 M J C N � U 0 c w M Q � E oa FtQQV nj zN c � g� c WT� � N� U �C) J t1') a � � � _N Y N 00 ILCi ♦r+ 0 o � Q LO N h r C`V o FL U � Q p � JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. S3 (MONO) SCALE: 3/4"=1'-0" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N 6 _ WWF OR FIBERMESH ; •E � a . — 4 — T r FOR II.II �II�II�II�II#5 REINFORCINGlicll, II`-�-11 " IIIIIlE=11�11�'" -I1= II�11CM1�11�11 = _AP . •• `�II�11 11�11! II 11!�l n=n=n� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL T.1-481 - W,�,A SLAB INFORMATION. R;IIMII;-=..IL915IIG;II - IIE�UI�-�11�II�IIi�11E�11E�11�11E=+ • - 1-4' TYPICAL THICKENED S -IES A. jh 0 MIN. :DGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E fV ' _ .. ;•: 4■ SEE AIS3 OR J/S6-•-- FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri— SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ,1 "llr`�IIPII�.� �1'i-Il�ll� 1�'� 1 II�iI�i�11�,I1• 6 MIL VAPOR 11 �IIP�1�1= 11' .,..© y ♦. "1 ♦ ffIEENDIATION NFO. ► •' TAPERED COLUMN FRAMING CD12 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIR S 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1' " S3 SEE PLAN 1 1/2"RECESS FOR AR 6 x 6 W1.4 x W1.4 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 SEE PLAN FOR " • TOP OF BEAM &LAYOUT DESIGN • G 4 �' �rrr111m11iT SEE ROOF PLAN o • e - (2) HTS20 FOR STRUCTURAL BEAM SIZE & Qr a �. CONNECTION INFO r> - . • ° J' - — I 2x4 #2 SYP P.T. FRAMING wl — — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T g z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 oc ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION._`*� GRADE in g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. � MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ $"O.C. ATTACHMENTS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' „ ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS ? ' •E _ > � FILLED SOLID (SEE PLAN FOR � 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) z z -' • �',,- �' w r WWF OR FIBERMESH a w o _' v LIM BRICK PAVERS Or SLAB PER S o "� •' • • z z / COMMUNITY SPECS 11- to /— --• M U04 LL LL � ID cam . ILA Cr W 04 0 �, i FOOTING 0 BEYOND NT PAD REINFORCEME 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 a� V d� O > W O` �o N N C m o = d a.. w O ' r l C`�' • V ' 1 �� . t�•JI ,,L`i. To the best of the Enpineer•a knowledge, Infortnedon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Realdential 7th Edition. Enpineer•s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N d � 32 M LL di y fh v � J LL W ti a z � 'z � G = OU W ❑❑ z Z - N z � v� w O � I^ W 8 M J C N � U 0 c w M Q � E oa FtQQV nj zN c � g� c WT� � N� U �C) J t1') a � � � _N Y N 00 ILCi ♦r+ 0 o � Q LO N h r C`V o FL U � Q p � JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. S3 (MONO) SCALE: 3/4"=1'-0" — I 2x4 #2 SYP P.T. FRAMING wl — — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T g z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 oc ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION._`*� GRADE in g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. � MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ $"O.C. ATTACHMENTS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' „ ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS ? ' •E _ > � FILLED SOLID (SEE PLAN FOR � 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) z z -' • �',,- �' w r WWF OR FIBERMESH a w o _' v LIM BRICK PAVERS Or SLAB PER S o "� •' • • z z / COMMUNITY SPECS 11- to /— --• M U04 LL LL � ID cam . ILA Cr W 04 0 �, i FOOTING 0 BEYOND NT PAD REINFORCEME 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 a� V d� O > W O` �o N N C m o = d a.. w O ' r l C`�' • V ' 1 �� . t�•JI ,,L`i. To the best of the Enpineer•a knowledge, Infortnedon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Realdential 7th Edition. Enpineer•s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N d � 32 M LL di y fh v � J LL W ti a z � 'z � G = OU W ❑❑ z Z - N z � v� w O � I^ W 8 M J C N � U 0 c w M Q � E oa FtQQV nj zN c � g� c WT� � N� U �C) J t1') a � � � _N Y N 00 ILCi ♦r+ 0 o � Q LO N h r C`V o FL U � Q p � JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. S3 (MONO) SCALE: 3/4"=1'-0" �, i FOOTING 0 BEYOND NT PAD REINFORCEME 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 a� V d� O > W O` �o N N C m o = d a.. w O ' r l C`�' • V ' 1 �� . t�•JI ,,L`i. To the best of the Enpineer•a knowledge, Infortnedon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Realdential 7th Edition. Enpineer•s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N d � 32 M LL di y fh v � J LL W ti a z � 'z � G = OU W ❑❑ z Z - N z � v� w O � I^ W 8 M J C N � U 0 c w M Q � E oa FtQQV nj zN c � g� c WT� � N� U �C) J t1') a � � � _N Y N 00 ILCi ♦r+ 0 o � Q LO N h r C`V o FL U � Q p � JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. S3 (MONO) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" m n N au N m LC) N J LO cn 0 g' a A i LL I Itz: N N un 0 a N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE ----i 2x DEAD WOOD @MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE t O BLOCKING (2) 2x HEADER PER PLAN vARIE9 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD nai— SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE ' 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4, SCALE: N.T.S. �S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 , • OPENINGS PLAN).�- . , ..IIIII' FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1111 Ilea � ►I in ■■�'I I�'■h F[ BitOPENING 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. Q 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4• FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL W :- o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB /-8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY . , GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR -- MOUNTING BASE DETAIL SCALE: N.T.S. 4 a - SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGF� IJOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sF� N1V 2x CRIPPLES @ --- 16- O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE 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) (2) (1) (2) (1) LSTA30 (2) 1 (3) (2) 1 (2) (1) LSTA30 (3) (4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "` HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS B BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. St� E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" 0-C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rBLLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) LU 0 O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) �'ll�lril_��r��RN►T•I�1 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S, S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • f O�S'Te. �• • ' /(10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �� SIMPSON I C 1 SIMPSON SP4 3P2 ..r TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 _2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t & NUT IOXIED A.T.R. i&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE /- 2X BLOCKING INTO `-(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED TRANSOM FRAMING 2X P.T. SEE SECTION AA/S1 2X8 WALL ABOVE PLATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON __J-BOLTS @ 24" O.C. #5 CONT. & RECESS MAX FILLED SP4 SP4 LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'4" O.C. IL MASONRY WALL 2X8 P.T. BOTTOM P TE G' 5/8"x1Ott "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO `r TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 at SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. UU FRAMING DETAILS ABOVE ENTRY K"R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 N N co U d� W O a� o C , M V N N R: O 44 Y a: d is d d a a • u a� o � •eo A 0 N d �o a r, 0 ' . _ rfN To the best of the Engineers knowiedge, 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 h N Q 1u�� 00 ai �CC14MO� LL. a �LLLL a _ °rn o W °' m Lu LL=�M=d� = tV O U U W ❑ CD t Z z Q� z +-J C LL (O w ij- 0 N c m 74 ti o J 2j Eo a E0 o� ZN g E �g QW g m= - 'aw ZU, _j J w ab O 30 O U W 3 O a= 4 �LL vz IIIIIIIIIII� Q ~ 5 U?i O � J LO L120 rn t� .-•. Q FCM CID :3CN N U) s N �I O N O N LO CV Q ^ r N M Lo 0 z z E "I" a, m C CL J Q p J JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. S4 a fl a SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS, (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING �� SCHEDULE FOR SHEATHING DETAIL 45•± / 45• ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO • @ 8'-0" O/C EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT EACH JOINT W/ (3) 10d Ir AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10dAT GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS CDX PLYWOOD T 7H6" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS Ow/ 10d NAILSH@ 6' CACHED THROUGH CHORD 2"x4"LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " �� SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND AI DETAIL SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & • (2) 16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 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 S EN WITH 10d 3" 4" 0/C SPACED WEEP SCREED „„ „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL (2)16d NAILS FAT x @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ 2 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. () 1Odx3 @ 4 O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 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 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M „ X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N 10 � NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES to � 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 12" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 4$" 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 = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 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 1Odx3" @ 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 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH ST1UD10d (2) 2"x8" 1" BRACE J 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 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" `'ter :,, / SEE PLAN FOR TITEN TO CMU 7` CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7" ON TOP OF PANEL " 3 EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ T EXT. WALL CONN. ) O 10dx3 @ 4 0/C (2)12d TOENAILS _ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" :E RSH SCHEDULE IR ATTACHMENT A #2 SYP BLK'G @ 16" O,C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (010 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 55 e a - I I - --,III � i I I i I II III i - IL I I CONT. BEARING 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `.BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) � E SEE TYP, WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. _ "L" BRACING REQUIREMENTS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND AI DETAIL SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & • (2) 16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 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 S EN WITH 10d 3" 4" 0/C SPACED WEEP SCREED „„ „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL (2)16d NAILS FAT x @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ 2 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. () 1Odx3 @ 4 O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 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 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M „ X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N 10 � NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES to � 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 12" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 4$" 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 = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 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 1Odx3" @ 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 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH ST1UD10d (2) 2"x8" 1" BRACE J 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 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" `'ter :,, / SEE PLAN FOR TITEN TO CMU 7` CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7" ON TOP OF PANEL " 3 EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ T EXT. WALL CONN. ) O 10dx3 @ 4 0/C (2)12d TOENAILS _ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" :E RSH SCHEDULE IR ATTACHMENT A #2 SYP BLK'G @ 16" O,C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (010 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 55 e a - I I - --,III � i I I i I II III i - IL I I CONT. BEARING 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `.BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) � E SEE TYP, WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. _ "L" BRACING REQUIREMENTS INTO 2 x6 P.T. PLATE 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 S EN WITH 10d 3" 4" 0/C SPACED WEEP SCREED „„ „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL (2)16d NAILS FAT x @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ 2 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. () 1Odx3 @ 4 O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 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 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M „ X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N 10 � NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES to � 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 12" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 4$" 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 = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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 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 1Odx3" @ 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 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH ST1UD10d (2) 2"x8" 1" BRACE J 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 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" `'ter :,, / SEE PLAN FOR TITEN TO CMU 7` CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7" ON TOP OF PANEL " 3 EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ T EXT. WALL CONN. ) O 10dx3 @ 4 0/C (2)12d TOENAILS _ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" :E RSH SCHEDULE IR ATTACHMENT A #2 SYP BLK'G @ 16" O,C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (010 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 55 e a - I I - --,III � i I I i I II III i - IL I I CONT. BEARING 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `.BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) � E SEE TYP, WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. _ "L" BRACING REQUIREMENTS 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 1Odx3" @ 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 SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH ST1UD10d (2) 2"x8" 1" BRACE J 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 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" `'ter :,, / SEE PLAN FOR TITEN TO CMU 7` CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7" ON TOP OF PANEL " 3 EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ T EXT. WALL CONN. ) O 10dx3 @ 4 0/C (2)12d TOENAILS _ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" :E RSH SCHEDULE IR ATTACHMENT A #2 SYP BLK'G @ 16" O,C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (010 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 55 e a - I I - --,III � i I I i I II III i - IL I I CONT. BEARING 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `.BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) � E SEE TYP, WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. _ "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - Y-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) L---CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. C� CORNER JACK � L U Cr w z Cr O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll jm CII� Florl 111111111111111w NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)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 N N 0 o O d -o > W a� n N G R C.i r N N P f0 d s � L o a. 0 0 4�ti'' j j Q� �� ' ::� U1 •.. r To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde 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. t» E �8 N Cry, S .00 N scr) 0 Z L52 a a 0 a O P! �p 0 �.. � W 1. 6 M z� C) IL N V=U❑o CD z � z o CU LD N LL LU 0 ,,, U*1 C N 'O V (13 CO LU C 0 a w Z M J u- xo as zd Q E .3 - CC W� U �a U — E K i Og �$ Z N n � v Z '< w z N J Fb o� �Z n� W U or G 0 1 0�o ° O LO LOLo tM Q L M N � � r T m ca LO O nI 04 0) o L(-) N Q ^ r M 04 M 0 z E JOB NO : 22-06457 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w! (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: R 1�1�1.��II�11 1IIl - - III II 1�11 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU o= — 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. UU) —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE �•NOTE: EXTEND DECO FINISH / 4 to 6 BELOW GRADE =1NISH GRADE 00 -STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN, CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--�-- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OSB —1 EXPOSURE F SHEATHING x PROVIDE 71x BLOCKING AS REQUIRED PER D O SECTION X-X IF NOT FULL HEIGHT SHEET C N z G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I 15/3T OS8 EXPOSUREI F FF SHEATHING w x SOLID 2x y C BLOCKING Q ALL C SHEATHING 00 EDGES(SEE OPENING -J SECTION X-X) Lu a0 C x Rw x E 2x STUDS BEYOND. tq SEE PLAN 0 N I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM A FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 3,8 SPACING 3/B FOR ADDITIONAL INFORMATION. S41rz S 1/2 S vr' SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN °O SEE FRAMING WEEP SCREED 4 z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 11 O/C FOR THE 1ST 2-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ 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 $EE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 17-0" (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 • 4 . �. • . .. .. • 4, ' T (3) #5 CONT. ON 3" l 8" 1'-8" 1 8" I MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116' 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 ��w �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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN}". _ OA NAIL AT BASE 2 ROWS a 4" O.C. w/ 8d COMMON NAIL Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/8d COMMON NAIL _ LL @ NAIL OPENING PERIMETER w/ (2) ROWS 0 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL LU w L O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER F > 0 h 00M-JD w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS 0 TOP & BOTT. F- Z tY @ (2) 8d NAILS (9 3" O.C. TO EACH TRUSS END OR @ VERTICAL — cn a o o MEMBER IF GABLE END `r LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN •• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAL, @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W! 6x6 W1.4xW1.4 `r WWF OR FIBERMESH -1�1—ICI—ICI II '.' . a. •. I� -1 I 1—III—I i 4111 II II III —III — '' I III-III=1'' (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" YY m • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1 31"X 2 117 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8°. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 2#(2) 2 (1) LSTA30 #(2) 3 (2) (1) LSTA30 V-16' 3 (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. co FINISH GRADE W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. o Ig N N to _ © -o — � o i-i . a g o 0' C t9 ,-, N - mac _— '!• � to � N Di C4 l Q r Y a� sz � c 3 to N r= c E tv o p- u `o N is „ 030 To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ■ W a $ A9 69 Lo 0 Ad G Cno MQ M a u �LL� a 0 _ - 's 13n 0 a e W m gyp N M 04 Z J OU Z W 0 z &S z CL N43z 0 -5 Tro 0 1't• oW OW � uvr a w M J x m ¢ � 2 i E 20 E O cc (— j 1f�� as w� z of N f6 01 $o .0 �? U zc N J �m b s iw W 3: � Rr E _� ~ YIK La O J LO Q L M i Cr r Im Co d--+ V) L0 cNv ai N Q ^ r M co � Z EE a _j a o JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. S6 (MONO) 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 rr r 1x4 P.T. 3l16"0 X 3" LONG ' L FURRING FURRING 3-1/4" LONG X 3/16" 0 % / 4 FURRING TAPCONS (2) ROWS 3/16" x O.C.& TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" .C. & 4"LL'1X8 X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. PER MANUFACTURE 1 DETAIL MASONRY THROUGH „ 2' EDGE DIST. ATTACH 1x4 P.T. & 1x$ P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 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. j(`� 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2° L—I ; ; x 3-1/2" TAPCON @ 16° 1x4 O O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 1-11d11 n�TAII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL \ 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOm\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� �— 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --� SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �_ 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 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)1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B 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. $ FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 '7 F/I 7 #5" FIRST 2 COURSVL:711 NOTCH WEB AT ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 T NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ ` COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLACK 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. 3 cR JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2)#6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4 X 31/2, TAPCONS AT 16 O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" p. • GRADE °. p e ° m • M z 2 A ' ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) amp 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A ` .o JLJIL L THE ' :S ♦ #5 REBAR (TYP,) ' 400 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -- ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW LCONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4' = 1 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." / 2X O�FRHq + + + + + + + + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. CFNGTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT NTER SOFFIT � , I IJ SEE ELEVATION JI`� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP SCALE: S,Y - , GFF CHI=I=T w ANTI r cc z U_ 0 ul U @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2"SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR READ. 1 r-0rr 51-011 F SCALE: N.T.S. • ► • ' P ' . L::#5 BAR gyp. 1-0" . CENTERED W/ g ► ..' • • . .' i IN TOP q ► '' KNOCKOUT/ -_ -'- ; ' CHAIR BLOCK MONO FOOTING .► . ►. SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL .► • • • DIRT 4 Z •,' • STANDARD 4 #5 BAR IN 90r HOOK iv FILLED CELLI - L, , LsIzz rk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING x5" MIN. HOLE DRILL 3/4" SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N 0 N Co O C~-) o d d 7 W O � O C N •� m rc .% O W ma's'''; w L A N 9 u N YKi^a N a7- c 6 �+ o a `o ., B�IitFIE';a� rz(-vvty 'ter • 'tom �ti a 2 •`� j" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications oontalned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E N CV 01 :i r (A oo A N 0 d) ac�a N a C -.r U. W ILa ,^ _jU. Z 2 0 �M 0 a_ 0 W CP (M x Z 00 i0 M Z Q - 0 IL N o0 D = W ❑ ❑ CD z N z� z o J T CD $ Vn1' CD -J 'U o FIE c Ln Ln U LU U Q 0 CDW � 1 a , U_ E C O u2i oS pp a �O Uw z p E O z 3 «W o �o ro N J i�b i g �Z W a T,L rE a= w �< ° � O LO LO E C F� co co _j Y � r C0 m Ln Q 07 Lo N Qi Imo' o Lin 04 Q n r M N M IM z° C B M E a; U _ ¢ C1 CD JOB NO : 22-06457 SCALE : AS NOTED SHEET NO. SS m LO Ln 4 V J� r� Q m N 4 LO c Qry b E 1.2 22 20- i �I i 0 N Ln t1 N rn ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO I1 F 2x8 SECTION VIEW "A" SECTION VIEW "B" 0 2x SYP CUT TO FIT BEARS IN WALL .--2x12 SYP BEARS IN WALL `-2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN T' ~� i 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 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ x 1 1/2" NAILS) / 2x4 UNDER STRINGER GLUED AND-7 NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTCH--, INTO STRINGER H t,D L�1) I i 2x8 BLOCKING FOR STRAP 2x8 SYP L--1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE. " = 1'-0" E: 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. 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 - ROVIDE MOISTURE PROTECTION LACH ALL COMPONENTS STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G. SECTION VIEW "C11 \ SCALE: 1" = 1'-0" TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS G--L BEARS IN WALL 2x12 SYP BEAR IN WALL E 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER — 2x6 SYP /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — CTION VIEW "D", SCALE: 1" = 1'-0" Z----t" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER SLUED NAILED U SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS fs� 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK 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 H 2x4 SYP BLOCKING x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14)14) 10d 10d x 1 1/2" x4 DRAFT 2x12 NAILS) / STOP TREAD ED GLUED AND AND NAILED i NAILED—\ / 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO—., STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST NOTE: 2x8 INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS DRYWALL STOP SECTION VIEW AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER NOT SHOWN POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING \ F E FOR DRYWALL SPACING B _ SCALE:" = 1'-0" �` � SECTION VIEW H H E SECTION VIEW STAIR CONSTRUCTION DETAILSSCALE: " = 1'-0" _ SCALE: " = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "E" F F 2x4 ST( 2x4 SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 J"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING SCALE: 1" = 1'-0" MALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO RING WALL BELOW MALL JOINT YWALL TO ✓ER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES SECTION VIEW "H" SCALE: 1" = T-0" N CND N O � e o a O C ea C) N � m x N d O J aV Y d _© ? Cc .� o E � o a U d `E ••• c�..1 • C� j' r•.' j� � CG 2 r.\ r<' la v 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 N C FA ,6 M LL (» � f•1 OQ _0 � �tJiLL � al a z ro� nw Z a 0 LLW 's�rn Z 04 Cl) N < OU U = W 13 0 z Z� Q� V) 4--+ N t'C3 w W OW ' w � U Q W _ 0 s� M w E off <0 =o w? w¢a¢ ZE 10 �� UOgLL z N J `� J wUb f ZW 8 �z WEE �� O 0.IF y O LO M m 'Q M T N Y T � m N m tf) -rl--r L0 04 C� i-- p N Q M N M `n o Z C q1tH a a3 C a iJ Q p JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. ST 3 m u7 LO N >v 3 m U0 N 0 cn B C> Q N S. 19 ca I� 0 i i G.: C s N a V UM CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rrr d.-rvu Lw r_rw, , I nvvv r•w 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� 1 A i -Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS 2x8 #2 SPF RIDGE BEAM k * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP —�/� SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE -ikVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ Y 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 kALE: NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 31MPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER— SEE FOUNDATION �X PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ti 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ I' (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL� TRUSS- 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. •� �• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE K-12 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. SIMPSON LUS26 w/ (8) 10d NAILS -� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE:NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE �--- 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 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 STUD) 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. L PLYWOOD / FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS c> el-i w 0 V � w 0 a� u a� C R C_� N •-nmx — (� G y Gf f0 w 3 !! a ca. 3 � .d d d =dto Vi fZ � =E f0 0 a 0 e�tttll4 t; I I E!lllJ�si W N �'P,0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) a g g N C86, tp 0) 0 N I M V M Q J u W LL {gyp J W a =a 4 2 Ma ;; W i= 10-;; z L � MZ d OU N W Z z � z �N z Q1- Uj Zn 8 c d 4 z J is E aoC. Z® `z ,o �a O E p O z C14 to Zrc e' sw 0 o U a WG d U '� yw �� J Wy= � < r COD .5 U 3 2O 7: > LO LO Q ca Q Iv— CM �ICU T N � m 00 LO V_ �I -0 N O N Q n r M O Z E d. ` c a E .. v m ° Q o 0 JOB NO: 22-06457 SCALE: AS NOTED SHEET NO. D1 3 m N 4 12 .�S Q S m LO N 4 CCI 17 *01 O 9 x i i3 ti 4 i LZ N N 0 0 a 0 nsIq (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE Q/S4 FOR JAMB STUD REQ'D TYP a• u SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN O SIMPSON LSTA24 w/(18) 10d NAILS 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS 16 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER G II -TYP SEE PLAN F SEE FOUND. PLAN FOR FTG. REQ. OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE L== W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. 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 (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1!2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 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 f FLOOR DECK W/ 10d NAILS @ 8"o.c. it FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T,S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP 5�GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR I 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 ' 8d NAILS @ 3" O.C. . % JOIST SEE PLAN 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 SEE R/S6 FOR END OF WALL UNDER CONNECTION INFO TO CORNERS MASONRY WALL (2) - 10d TOE NAILS EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF HEADER SEE Q/S4 FOR,EXTERIOR HEADERS REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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. @ 2nd FLOOR 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 SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2-STY. FRAMING SEE PLAN FOR COL. SIZE — 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. s 2 STORY COL. @ GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS r FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" 0/ FxT PROVIDE 2x4 ON—/ TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP 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 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN 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 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 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 SYP U.N.O. 2xCONT. T&B 2x CRIPPLES TO-', MATCH JACK STUDS BELOW 2x8 OR (2) 2x6 TOP kTE SEE PLAN 2x HEADER TO SIT JSH w/ THE OUTSIDE E PLAN FOR SIZE / 2x8 WALL BEYOND SEE )OR PLAN FOR HEADER NNECTION 3EE STANDARD HEADER CONNECTION DETAILS FOR OGRE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 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 SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER I (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 SCALE: N.T.S. N N to C= V -o O LW Aso 6 sr- o C. Itl C'V 2, o4-a to -Z N L yr -ore 3t 2 d re d¢:� E Q Y g ' 3 W uo � N c � = o 0 ICI ffP \¢0 C J UA `r �� C4' 'mot _x FLO R0FESS�CN��\\~ ��'�liN111111111��\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W E 11- g N8 N 'o t'Mf� y J rCp J LL W 0J U.- IL 4 Z {pr- W rn m . Z MZ d ILW N Z OU W ❑❑ z z z QQ) N 4` 0 N C l/1 W � o C rR 2-6 r DOi� M U_ io o_ >� zo 4E E � E F— a ' '0 & wir U °1 Z o E N Y zco C v '< < OLL �0 U a W � T � () ¢ i �o 9_ OF r r >g 91 L� J Ln LID m La Qm H M co :3 T N r v! m CV m +, Ln L01/ N Qi o N Q r ui N M y In c Z z E liftd E m 0- 8 U _ a p JOB NO: 22-06457 SCALE: AS NOTED SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING SLOPE F RESISITIVE 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 1 BARRIER �V EXTERIOR WOOD FRAME CONSTR. (0.6 cm : 30.5 Cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 (ASSEMBLEDW"now) = O NAIL BRAND EQUAL WEATHER EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means z. �- PROOF CAULKING © of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE z BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied °::•' SELF -ADHERED FLASHING (SEE DETAIL WP07) ° - _. 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 I Y inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO BE USED. weather resistive barrier 1 3. Fold weather resistive barrier back over head 2 1 2 20 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade flashing flashing and seal tape D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any with (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. e: NTS SELF -ADHERED FLASHING Scal■ FLANGED WINDOW 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING ,I 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAO NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8"CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL VVP01) , membranes used as flashing shall be applied in accordance with the manufacturers Instructions. All flashing shall be applied in a manner to 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING ° ° ° SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and P P P 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO ° ° EXTEND A MINIMUM 8" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' ' • ,' •• MASONRY "• ° BOTTOM OF TICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK • , , • 2) SEALANT JOINT r .:... ..:.:. .....?,>''>:: ° ° THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° ° ° SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE ° SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT - REQUIREMENTS BEAD BRIDGING 2 following: ° CLADDING AND WINDOW ° SELF FLASHING 5 1.1 The fenestration manufacturers Installation and flashing instructions, or for applications not addressed in the fenestration FRAME 3) SEALANT WINDOW FRAME T BUCK ALL THE WAY NAILING FLANGE 1 -ADHERED 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details WINDOW AROUND INCLUDING SILL. ,,t{ :i ``" 2 0 SEAL TOPS OF JOISTS 1 6 are not provided, an flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or P ,P 99 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING p G� UNDER DECKING 2 7 q gg pan flashing shall incorporate flashing or protection at the head and sides. subsequent drainage. Openings usin g p g p FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. 7.SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. - water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL - -- Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP A PATCH _ STRUCTALATH TWIN TRACK 2.5 !f stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 3 O2 4 v' SEALANT SOCKET WITH - - JOIST 7/8" Cement Plaster TOOLED APPROVED SEALANT SINGLE WOOD BEAM in accordance with 7/8" Cement Plaster JOIST W BELOW EL 1 SELF -ADHERED FLASHING Foundation Wall ^ , ° accordance with ASTMC926 in acco da ce t - SELF -ADHERED FLASHING 1 a 4 ASTMC926 Felt backed metal 2 °, lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 Building Paper p Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING MITI■' FOUNDATION WEEP SCREED ■' /,/ Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL �' Installed As .Seer ManufactSpecs. PRODUCTSDETAILS TILE FINISH ISTRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) -C o Maintain Stampede or similar Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Wee Screed y joint only w BARRIER (WRB) -- - BOND BREAK WEATHER RESISTANT BARRIER- 1 1/2pt0 2° Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK ] BOND BREAK WRB SELF FURRING (SF) LATH Above Roof RESIDENTIAL 7TH EDITION 2020 PER THE FBC RES ( ) m ¢ PLASTER ACCESSORY -- - Sheathing Installed As Per S ea g SF LATH SHEATHING, OSB, PLYWOOD, DENSGLASS Manufact. Specs, 1'-4" PER PLAN 2 Detail Instructions Refer to the number marked as # in each detail that corresponds to the 1' 0" PER PLAN !6 l I WRAP WRB ONTO THE VERTICAL �� 1/2 Cementitious Cement Plaster Decorative Finish numbered items in the list 0 Instructions below: SURFACE TO TOP OF FLANGE AS AN AIR in accordance 1. Install self -adhered flashingin order as shown b numbers y SLOPE 81, CMU BARRIER 3-1/2" INCH FLANGE with ASTMC926 0 0, • All inside and over wood 2nd o,o• • • o,o ,0' • outside corner will floor °'�•o,o, 2. Install flashing and weather resistive barrier to form water shedding _ \\�\ need to be miter laps ° 4" OR 8" CMU - ° ° a - _ = - I ' ° cut and caulked all '�°•o,• 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° z z , STRUCTURAL FRAMING o•: butt joints need to ' 4. Split the release paper using the ripcord (Split release on demand, _ FILL WITH GROUT 8 � :5--- CL a - -- STRUCTURAL SHEATHING ,.o• .0'0•• becaulked using ° • S. tampede or sir embedded in the adhesive layer) -for ease of installation and to ^ ° ^ - Cr THIS GAP IS A RESULT OF caulk for all minimize scoring cuts ^ _ 4 a I d PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and 4 a _ ~ ! CONTINUOUS BACKER DO NOT SEAL. DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LU ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ° _ Lii ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows - ° 4 a w SF LATH I� 7. Angle of corner may vary, adjust folding of the flashing accordingly to U) fit tight to corner VINYL SHOWER PAN j� ° 4 ° _ 0 A % II Note: 8. Mechanically fasten as necessary ° 4° IH-I - - - - - - - _ � The building paper and metal lath must be SLOPE a < - II Cement installed over the top of the weep screed. 4 J ° 4 ° PLASTER STOP Plaster CONTINUOUS BACKER ROD A over block p 42 Z3 & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ ■ SOFFIT/CANTILEVER , SCALE: NOT TO SCALE o >w c � n � do o IA CV t Vf 3 O fti Q cv Y # cc 9 d' •� 7+ a✓ a a� 0 c�+ r` N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (» g �8 0 :L Q LL J W LL LL W a a � Z -grn $ Fe g O W CS cc L ZdJ ZN O U U W ❑ ❑ C z Z z a � V) Z Q) -J •J 0 w s as a �Q � N a Cl) u 0 �a �R U �o a< z0 O N V �� WS QU ZgE �=a? to 7 M 0 ZQ) W LL CID W� °O = LO LO T :3 T N r m 0° LO T � �I0 N CD M r__ .� o LO N Q n r (� N tj Z E E a U ¢ p _J JOB NO: 22-06457 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gaugel +1/2' x 41 /2' x 2-12' ifr Back Cross Support (May be cut to W) See Author Schedule Right afadwt (16 Gauge) soft 1 /2" Dia. A325 Gals. 4 (TYp.) ° 0 s 14 Seif-0rdling SCIr!'WS 10.5/8" A/C Unit Bottom Edge Hurricane Strap (Typical: 3 in front) 1�iafhefa Front Cross Support Self -Locking Nuts (may be cut to W) Left Bracket (16 Gauge) 014 5e"riling Screm Thru Brackets 6 BackCross Support Into Alt Unk Bottom Side (Typical: 3 each side for hurricane use) spay k Usou"Pn uasnntrsu arc p invwlai wtdt rr.'6 FLmdc ow Au 6rars. �:IIYei Sal DmeJaB ate,d" epee wApwa i iat main appJalyj Flonds Dopertment of Business & Professional Regulation 6111dng Codes and Standards Product Approval Application Detail Ppe 1 of 1 rzneml f*o LOWL11[ tale 20 1Mahlr4m lice Mae Vwmw Nwmftmw can= a0aloaM.Allr t Viaddedor YddAW pubmutd F&CAwroW ApOrWAd saw Af lnnalen 2020 amsd Vent Products, I.. aohsst Gesem Hamesa F, Nw re P E Lane HoeOm P.E. 12MO12M iVIM020 12280W20 App-d! Caiewy. Structural Components (877) 441-8368 PE•n779 034:1 01800 "Cid"o - Products htraduced Asa Result of ImloosnisriWnttom Neu Tuh-logy C"Ilnca Altlhod Evesuatlen Rapan tom a Flails Registered Ardutaa we U= Florida Professional Emalmur OMNy Amninas Aggro odforW e Accessed far Use Maw Oman Hsni f Ise HWKZ 121(tYWe HYME Asittlelt Frussuns 1 smadVelt MoOst41540510 Woi FU.MW Flood Wmeation Vent 12S112Mn Yee Yea NIA 1001,100 2 SmedVOMMwlrle1540611 :no Wei Fundm Float end ventilation Vent 12012023 Yes Yes NIA ♦10DA100 3 6rromYam Model#1540,520 rouleted Flood Vent 12011M Yes Yes NM •100A100 4 armadVent Modal e1540521 Insulated FlooOvard 120112023 Yes Yes NA 4100A1p0 0 SmsdVand MPd41e1540574 1118qual; Garay Door Foal Vent 12/31/2023 YK Yes NIA NIA 6 9msdVMd Model e1640.570 Woad Will In lulated Flood Vent 1201/2023 Yes Yes NIA •100A11)0 7 9rmdVent Modele1540574 14.511,qud: Gerage Dow Flood Vend 12012023 Yes Yes NIA WA Florda Department of Business & Professiornal Regulation Patel el Building Codes aid Standards 1114021 Product Approval Application Detail 2m ➢tmLOC lark no ®da.Basselia lit[t MIAs XEM amwaam raw" F.eser a Li-rw. lfalWa m Yaw" 24a l" racAmomem aalm)raa a" Rewaen 202C Drexel Metal4. Inc. Jam Shutters Zachary R. Priest Lodte Borden P.E. 0es16,2020 06N92020 0812=029 ion32020 Aporaed Ceeg4ry: Rooster (5D2) 303-1511 PC-74021 (334) 3W-taoo KOCMMegwr: Metal Reano hnurtetamdekma.lnxn Compawet Method Evaluation Reseal from a Fiords Registered Archfiend or a Llonpd Fiords Praasslonal Andnesr gmeLauL ma Ateraed let Use Amrmadfcfum lnaw lhlion atdLaProdual ommodon G oulpOlk Inmost cimmtNm agog" Pressure 1 Orexel MMeI Raa1m0 6ydrna DMC 10010$ DMC 15056, DMC 175S, DMC 2009. 12I312025 Tes No NIA Wf-la0 Gac aV Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pea. 2d4 rl6zazz sans fOgOLOt 20 20 Dam Pending 20 13f�yarallln Manuhct din En6lnwra LM= Valdd" ew validated Sultooltzed FCC Approval Approved status Review 20M Therms-Tru Corporation Status is"Mon Lyndon F. Sonmdt P.E. Ryan U King P.E. 04n5a2721 1201/'2020 04r17/2021 0a10B2o21 Approved CatsgMY. Exterior Doors (800) D/57626 PE-43400 (013) 787-866a ISubCftor . emerging Exterior Door Assembles sleep-ainat ennot- ComplianeeMWlpd: Eoluatom Reportfrome In Florda Registered Architect pre Urnmaed Fiords Professional Erlglmeer lira)! Ouallw Asouronce Approved for ilea Approved 1i.tt1(kli alltWAMHVHZ for Uss Imam Blisliflat Dega0. pnmmre 1 s. Theres•Tru Flbar-Cbsale and Smooth -Star Nominal aalno;8 &quotlmpaotliquot Opaque 12r3l/2= No Yee Yse WA Composite Edge Fiberglass, Shale Door (Inomms/outewov: X mrMgurstoh) 2 In. Themma-Tru Flber•CMaMc and Smoan-Star Nominal WA*6 8quotlmpacl&quot Opaque 12AV2022 No Yea Yes WA Composite Edge Fiberglass Single Door with WORK* OneWng/QftaWng; XO, OXor OXO conNgurations) 3 o. Therma-Tru Fiber -Clasen and Smooth -Sitar NomaM 8&Is3g,8 &quotlrnpec0iquot:Opague 1201r= No Yea Yes, WA Compoeke Edge FI tons Doubts Dcor W M or w(diout Bideltes prrowlnolouWdng; XX or O)O(O Conflpuratlorro) A d, Thermo Tru Fiber -Classic and Smooth -Star Nommd B&NSg,0 Mquotlntpugliquot Opaque 121311= No Yas Yaa WA Composite Edge Fiberglass Single Door (Imoning OukwlW; X oonflgurs0rd) 5 s, ThormwTru Flber-Clssac and Siren m.Ster Nominal S&ateg;0 &qudklrtpact&qugt; Opequs 12r3V2022 NO Yes Yes WA Compute Edps Flherytass Simple Dos w5h ladeltwill pnwlrglOulowimg: XO, OXw OXO corlegurations) a f. Thorml-Tru Flaw-Ciaselo and Smooth -Star Nominal S&M.0 iquotinwotaquot Opaque, 12I3120Z2 No Yes Yes WA Composite Edge Fitesrglep Double Door Wth or Wthout SdaIIM (ImvArg/Outortng: XX a OXXO configurations) 7 g. Thefnio-Tru Fiber-Closao and Smooth•Slar Nominal 56R3a,8 aquotimpeot&gwtt Glazed 12131/= NO Yee Yes WA Composite Edge Fberglae Single Door (InaWrq'Outewig; X rxw figuration) a h. Thom iI Floor-CMss a and 61 ico4h-Star Nominal 91A3g;a aquatlnlpootsquot Glazed 1201I2022 No Yes Yes NA Composite Edge Fiberglas Single Door Wih Sidelte(s) pnsWrgroutawirq: XO, OXor OXO confillurstions) 9 1. Therms-Tru fiber-Cin ew and Smooth -Star Nomimf 8BA9Pa &quotlntpactiquot; Glazed 12131UM No Yes Yes WA comports Edge F41su Double Door Wlh or Without SldaRp nrwWnplOutsWnp; )OF or OXXO connpu n ons) 10 ). Thorne-Tru Flosr•C2asslo wM Smooth-9br Nominal UNW O 8quotlnpaetagwt Glazed 12/312022 No Yea Yes WA Composite Edge Flberglons Single Door pnownglOt";V X o011911 s5on) 11 k. Thermo-Tru Fiber- Classic and Smooth -Star Nominol 58p36,0 dquetlmpaot&gwt Glazed 12r912= No Yes Yea WA Composite Edge Fibrplass Single Door Wh Sidelte(s) pnsWhd/Oulew(re; XO, OXor OXO confipurosions) 12 I. Therms•Tru Flber-Clasae And SmoolhStar Nominal 8&030',0 aquotlminumquok Glazed 12131t= NO Yes Yes WA Composite Edge Fiberglass Double Door Wth or wi0mord Sidelitas Rwmr fOutPMna; XX or OXXO conbguratlons) 13 m,Thorma-Tru Fibor-Clapd and Smooth -Sur Nominal 66a30:8(Lquot(mpoodquct, Glazed Molded 1213142W No Yea Yes WA Open Compoau Edge Rborgins Simple Dow 0nammingl3ubwh0; X Configuration) 14 n. Tharrrlo-Tru Fiber-C1isNc and Smocth-Stir Nominal 8893Q6 aquotlmrpactliquot Glazed Molded 12r31rA22 NO Yes Yes WA Open Compaelte Edpa Fibelpleess Slnyyle Dow with Glazed Molded OPon eldalta(a) (InwllnylOu n9: XO. OX or OXO arnlgu Mbem.) 18 o. Them a,Tru Fltesr•Clbeslc and Smooth -Star Nominal 68413g;8 aquotfnpect8glnt Glazed Molded 12airim No Yes Yes. NIA Open Composite Edge Fiberglass Doubts Door vAm or wthout Glued Molded open Sidelitp (Inpnina Vvkwirv; XX or OXXO talfiguraeono) to p. Th-Tru Fibor-Cl.-a and Smoothaer Nominal B&M.9 6quet;lnpacf8qugk Opaque 12131r= No Yee Yes WA Composite Edge Fiborelsss Single Door wdh Molded Open SldaliMs) 0 rAnglOuuWng: XO, OX or OXO oonRgurstons) 17 q Therm►Tru Fier-Clanie and Smoolh•Sur Noml 6&N3g,8 &quotlmpactliquok Opaque 12r9ii= No yen Yes WA Compoade E1�o Flb4ose Double Door Wth or vddnout Glued Moiled Open Wolfba (InSWro'Oukweng; XX or OXXO comiguratkXes) Florida Department of Business & Pforassional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 or: 1M2112 17Ata too= ale BSA Om.taorm go An YlOIgII Naoubmrx Codas Oubm[dLicense Minster! RV lot ww &Ank 9 FICAWfaM Approved am ReWOM ZD20 POT lndustrlee Jens Ros W IA *nos -Bade WCO • CEO MIe *D dt 8000 • VAL 1 Iii(I 020 102"29 1124w2o Appra40d cMegay. Exterior Done (941) 48&0100 (185) 318.2500 Subcatego7• Sking ExNtfw Clow Aesembtaa Inxii sM®pgeMualnse.c Compliance MMbd; Whose. Mark or Wtlng van Qualft Assurance OtgMdfa yea A9eroved far vas um 122dm Iksi 9At4sd 0ugda0on f�nC Elolu0an12Mt kn KVI3 OJtdllat= stow Em m e 8GD BB70 (u ere Msale Impact) V nyI Ending Glass Dow 04/142021 Yes Yes Yes WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET, (2o22) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information} and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 9. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star NON4MPAC FL20461.1 +67.Of-67.0 f 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTiru Fiber -Classic and Smooth -Star MPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 16 F18248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 Psf 10/81/2023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16t2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3f2023 PGT Series 5520 FL243.5 NiA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL Jaynes Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/ 54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6f29/2023 PI lass USA, Inc. for The Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 _Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5f25f2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the Inspector on the jobslte; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail plant of 1252022 gm ER111%, C Jai( Asti net Pandlno Milk Ia ygyg8 Manufacturer 22= EldameerALlaenas vatigamby validated Submitteddt PeCApproval Apg(agld g�10 Revision 2020 Thermal-Tru Corporation Sbavo Jaspwson Lyndon F. Schmidt, P, E. Ryan J. IVnp P.E. 07i23J10](1 07h2t2020 u712012g20 10113I2m Approved Cataaory. Exterior Doors (SOO) 13a3.7828 PE-43409 (813) 7074M SuliOalepory. Snillging Exterior Door Assemblies alasparson@themestru.0o Compliance MNhod: Evaluation Report from a m Florida Rep Blamed Archts rl or a Licensed Fiords Prwesslonal Engineer 4enmwae for Use life-6 Product Modal. Namberer Nama Product Description Contract Dots In HVHZ Oulslda NVHZ e I P( 1 a. Therms-Tru Flbr-Cleose, and Smooth -Star Nominal 6M3e$ 6quotlmpac%quot Opegw 12131re= Yes Yes Yes WA Composite Edge Fiberglass &ngle Door (InawrplDabYAng; X configuration) 2 It Therma-Tru FlborrCtassic and Smoo"nar Nomina18MA3P.8 &gllotlmpaa&quot Opaque 12131r= Yes Yes Yea WA Composite Edge Fiberglass Single Door % th Sldelta(s) 0no*ng1OuteWmg: XO, OX or OXO oonngurouine) 3 c. Therms-Tru Flbar-Claplc and SmootMStar Nominal 61WIM ll 0qua;ImpaN&quot. Opagw 12/3112022 Yes, Yes Year WA Composite Edge Fiberglass Double Door WU or Wthout Sta elltea (InrWnsJOuW.irg; XX or OXXO configurations) 4 d. Ttesrrtes•Tru Flber•Cbplo and Smooth tar Nominal 86a39.08quatlmpaa&quot Opaque 12r31r2022 Yes Yea Yes WA Composite Edge Fiberglass Single Dow Onsh(tgrOutsonrg; X configuration) 5 e. Thamin-Tru Fibw.Closala end SmaaN-8ter Nominal B643PD aquoklmped&quut Opaque 1Z131 raw Yes Yes Yes WA Compoelte Edps Fiberglass 9inpN Dooreft 1'adslte(M pnsW nplOutaWnp; XO, OX or OXO configurstions) d f Thermo-Tru Floor-Claask and SmoolhStar Nominal S&MO 8quct1rnpact&gUot Opaque 12131/2022 Yea Yea Yea WA Composite Edge Fiberglass Double Dow Will or vithout 8idelitee (InaWnglOubnWmg; XX or OXXO con/gurs8ons) 7 g. Thermo-Tru Flbr-Classic and Smooth Star NOminal B8a8D,a 8quournpaa&qupt Glazed 12131r2022 Yes Yes Yaa WA Composite Edge Fiberglass Single Door BnaNingfour swing; X c07.ration) 8 h. Thera-Tru Fibor-Classic and Smooth -Star Nominal G&M.8 8quotknpsaAquot Glazed 12J312022 Yea Yes Yes WA Composite Edge Fiberglass Single Doorrdei Sdelts(s) (InsWnglOutsa(ng; X0, OX or OXO configurations) 9 i. Thermo Tru Fibw-ClesAv and Snxioth-Star Nominal O&M.8 &quotlmpactliquct Glazed 12/312D22 Yes Yes Yee WA Composite Edge Fiberglass Double Door Wth or Without Sunken (InnivIng/OubkMrg; XX or OXXO congguradons) to ). Therme-Tru Fiber -Classic and Smoah.Stor Nominal 8116M.08quoklmpaa&quot Glued 12/31f2022 Yes, Yes Yee WA Composite Edge Fiberglass Single Door (Inswanglout-.9; X coriNguration) 11 it Thwms-TN Fiber -Classic and Smooth -Star Nominal 8&a1Hg;o aquatlmpeaiquot Glazed 121311=1 Yes Yea Yes WA Composite Edge Fiberglass Single Door Woos Sldalte(s) nrtsWngroubwi ig; )0. OX or OXO conaguralons) 12 i, Themes-Tru Fiber -Classic and Smooth -Star Nominal 8MN.0 8quaklmpsd&quvt Glazed 12i3lr= Yp Yee Yw WA Compaene Edga Fiberglass Double Dar w(dl or vdNout 9idsihw (IrroMnplOuorWng; XX or OXXO odnfigurations) 13 m, ThomoBTru Fitae-Classic and Smooth•$tar Nominal 981130: 88qua;Impaaiqu0t Opaque 121310022 Yes Yea YAB WA Composite Edge Fiberglass Single Door with iquothlorolnpact" Sldelite(s) (InswinplOuloMng; XO, OX or OXO configurations) 1A n. Therme•Tru Rbor-Classic and Smoat" ar Naminai IM KiD;8 8quotimpactiquet Opaque 1213112m2 Yes Yes Yee WA Component Edge Fiberglass Oou bla Door wth aquothion,Lh wtilqua: SaelRp(InaWnglOulsw(ro; OXXO confpuredon) 15 0. Therms•Tru Flbr-Cls C and Srlgom-8tr Nominal a&M.0 squotlmpea&quot Opaque lzf3lr= Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNomlNpad&qua; $idsllte(s) OILrg70utaWrrp: X0, OX or OXO cead'Wurarpons) 16 p, Thermo-Tru Rbar•Clpnc and Smooth -Star Nominal 8&M,0 @qua;lmpactiquot Opaque 12r31/2022 Yes yes Yes WA Composite Edge Fiberglass Double Dow With 8quMNarvtmpociiquot Sdoin as (InominglCutewrg; OXXO cormflptdro6oIll 17 q. Therms-Tru Fiber-Clssaic and SinooemSbir Nominal 611eM8 fiquak Non.lmpact&quot Opaque 12131rim Yea Yes No WA Composite Edge Fllialglass Single Door pmmunefOutirMno; X configuration) is r.Therms-Tru Fiber -Classic and Smooth -Star Nomma1 O&M.,88quotNon-ImgldORiuot Opaque 12131f1022 Yp Yes No WA Composite Edge Fiberglsss Single Dow with SIdMW9) presvdngfOubsw4ng; XO. OX w OXO configurations) 10 s, Thermx-Tru Filer -Classic and Smoo#i Star Nominal 6&M;$9quetNon-Impaci&quot Opaque 12M12022 Yss Yes No WA Composite Edge Fiberglass Doubts Door Win or without Sidelines (InommgyOutaWrrp; XX or OXXO conngurallons) 20 t, Therms-Tru fibeaCisaie and Smooth -Star Nominal 8"*D SquokNon-ImpscWquot, Opaque 121312022 Yes Yes No WA Composite Was Fiberglass Single Door (InsWnglOutswing; X confgurston) 21 u. Therma-Tru Fiber-Clssek and SrnoothStr Nominal S&M.O aquotNom4mpooSquot Opaque 12*1 rim Yes Yes No WA Compost@ Edge Fiberglass Single Door wdh Sidelte(s) pruwinwoutrWng: XO, OX or OXO configurations) 22 Y.Theme-Tru Fiber-daWc and 9mm8m-abr Nominal 8116039;0 gquakNa Impadliquok Opegw 12131)2022 Yea Yes No WA Composts Edge Fiberglas Double Door W th or without Sdelit s pneWngfOutavdng: XXor OXXO wntpure ions) 23 tw Thernes-Tru Fiber•Clonsic and bllroath-Star Nominal a&NS0.8 AvuokNon-Irpsd&quvk Glazsd 121312022 Yes Yes No WA Composite Fie Fiberglass Single Door (Ina7dngit utrwYmg; X adfi(gurabon) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal a8I 8quothlorrinvad6quot Glared 121312D22 Yes Yea No WA C-0rrmpodte Edge Fiberglass Ingle Door vAth $Idrbs(a) pnsW rplOutsW rid; XO. OX or OXO contipursbons) 25 y-Theme-Tru Fiber.Classic and Smooth -Star Nominal 88,0139;8 iqudt]iwm-Impoa8quot Glazed 1213172VI2 Yes Yea No NIA Composite Edge Rbwglsp Double Door Win or vallout SldslRes (IrreMnglOutavAng, XX w OXXO configurations) 26 iThermo-Tru fiber -Classic and Smomlf•SLr Nominal 81103010&quathlwl- Ihpsdtaquat Glazed 12r31r2o7.2 Yes Yes NO WA Composite Edge Fiberglass Single Door (Ingwnploukwilp; Xconfigurenter) 27 a. Therms-Tru FlawClaesb and Smooth -Star Nominal 8M WO aquokNbrrlmped6quok Oiued 1213112U22 Yes Yes No WA Composite Edge Fiberglass Single Door with ScW Wo) pnaW rWrOlxwung; XO. OX sir OXO configursbons) 28 Lt. Thermo-Tru FlberCtase)c and Smooth-Ster Nominal S&M;O &puakNort-Impsd6= Gloated /2/3112022 Yes Yes No WA Composite Edge Flbsrgleu Double Door W 51 w vMhout SdelXes (Irorwing/Oubmng, )(of OXXO conreunrtons) Flodds Department of Business & Professional Regulation Wipe l oo Biking Codas and Standards 14m21 Product Approval Application Detail se9111 entity ilia. 21 a Do, P UIM )ass hat YAnlon AlMdEUM Gemad Y✓rlilal Yatw" h6m= IAQAaemye( Aalmrag sums RWNW 2020 MI Wildewe and Doors Brent Stringer Luis Roberto Lamp 6trimun M Uri.. PE looa=20 1wa2020 IOIIW2020 12115=20 Approved e04gwy: Exterior Doors (n11i365-0300 PE-02314 (71 T)31 r$/54 @la4tepofy: Siding Exterior Dow Assemblies brenpr(gmlwa.c«n ewol nes Wd1e& EvoMpon R4pan torn a Florida Registered Ardipot w a Licensed Florda PlaenlenM Enlleier rd1(tM Assuronas AmroYW far Uso Assayed for alp am Berton !!a! 1Product Commands im In MVKZ Outside HM Resistant Pressure 1 @ERIE9120AlUMINUM ta'CD SERIES 420ALUMINVMSGDOXO 12D32024 No Yes No WA 1463 &q4aX80&quw; NON -REINFORCED 2 SER7E6120 ALUMINUM 6G0 SERIES 420 ALUMINUM SOD OX XO. XX 12MInC24 No Y. No WA4 91uat aUnuot NON•RENFORCrD 3 aCRIC8420ALUMINUM SM REINFORCED SERIE8420 ALUMINUM SOD REINFORCED OXO 12012024 No Yes No WA 1403f46gyax0@Iqua: 4 SERIES 420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12A12024 No Yd No WA X0.) 1"AllotX966quot 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yet No WA 143Uwot;xMwat; Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Passel orl 110021 fdo 6dI0Lt[ am no BKAim m Otte hu Ymleu 1tamQlaW[6 1220tif't smlonLrj+wPas >ultit�Ac Y,falm a PACAndrald Approved tin Revision 2D20 WeynaDern,a division arOvethesl Door Dwayne KornNh John a. sentes JeMayP Arneson. P.E. 1DI12/2D20 092a= 101=020 12ROM20 Appr"d Capormw (33D)7634121 PE-31737 (904)621-5200 cAegury, either. Door dkomleNmwsyne•ostten C SLWALogorr. aea5enel Widener Dos Aeenttllee am Compliance M4Mat: EraluMien Report gem a Floods RN14tered ArnOed or a Lloenssd Florida Pn1esa)cna Engineer 2AtgtdlMeaoQ seasoned fw Use aggmnttathe taeaat Oolm filed product Dedurlodart L9nucil lsinllen➢ate In KWZ OLltdd, KM statement Pleasure 3 8000A100e200 @1105 Ma39: Mss redly 146a311: Mss haler.edn Glo 11g12025 No Yes Yet -31,M35.00 available In top w inbMiMe mlBedlam. 10 e000181004200e1123 166M. Monwe09m, 14@a18; Lautho Wgl. Olumv 121372023 No Yes Yes N0.00A II.50 avall9bN In lap w Intemwdltle Bedlam. 11 $00041DOA200 W124 18409: Msx Wdh, 14gM Max rated dazing 121312023 No Y. Yes •34.40A30.30 ovearble In NO 0 htemadatt teddn. Florida Department of Business & Profesalonal Regulation Peas 1 al Bulking Codes and Standards iMA21 Product Approval Application Detail S11111 iWlag 21Lt an tiL1?6"M Do has Version remaauddis Gglaafrl EOaOollllgeAit Yaatedt.mt Xddala +aaIam IwL mm* A29cum San Itweian 2828 Cartes Chriden of APDG, Inc. Tom Ratty UL LLC Try Seshop. P.E. 12/1onm 12/012020 1221f2020 APP-d GMoow. Exterior Doors de41) 494.2813 (954)047.0860 vAcalwer. Exterior Due Components tarnrepow unseblay.eo COnellonte kUMOrk Cert medon Mark w LMMo m rislltu Aacurwtat A1gg3>mmcBel Annromed rev Use Impart Denim Deed EmomaRLI39M s�rta iamtrm mt gal Ia HVKK 2wggLxEAitila s FTOL., t e07, TOT. t21, 747, Tyr, 7r7, and 64F Simple and Pees as nustr. Glesod, and Louvred single end Pain of 121312025 Yn Yes Yes N1A DOOM house, nmW deals. Floride Department of Business & Professional Regulation Bulking Codes and ( imiclards Product Approval Application Detail Paps 1 or 2 1112m1 CFo. tmtl0t2r 1Mt Bits sew Pending Dole Jails Iti version nubwtum fimlalt JteeWo<i1.laAaN )mmA2LOL Y� Jitamaat FRO an -al agg®at MOM daln R6l2020 MI Windows and Doss arum Saginaw American Architectural Saeri M. Urich PE 107020 W172020 1121r2020 Approv*d calegay. main" tTt T)3e5-3W0 Menufaclaea Assaaekm (117131?-8454 Subcategory: angle Hung brttlnpergimlwd.eam Csnpllalles raSrod: Cottonton Mani or LMeng $Wlfl(Av- AgumKigLae Amanti.tla Use ImoB Dennis, iw CnitaSd morn iomDmt Inlllail lZltYtttORii 1 1°aaeln 2 185 9H 52X72 Fla)Flngt From IGIBC Engle Nine 104M2023 No Yes Ne -ew-w Laminated 01.. N N L q) Q Q 0 . � CU U e�aqn�rr, \V ♦c �aj11 vI 0 a 2 a O O O O .Cn E 2 f -0 VJ Q Q Z Z W J am Q - C3 W rara. .L. o CO a eo O e, N N A cm r/t w N d N t G 1q Q "' N Y 3 6) C a�i'Cr d C '3 ep V R � W aP v 3 � T -M E 0 U O w Cn E W z U) eeeeeeere� C13 CIO O L > r-L O U O L CL CV A.d.d ICU L.LI Q z J z Q J a SHEET NO. PA 1,0 N F� Florida Department of Business & Professional Regulation P � Pages 9 FloridaFlorlde Department of Business &Professional Regulation Pao° 1 a1 Florida Uapa rtment of Husingss 8 Professional Regulation P.g< I do Florida Department of Business &Professlonal Regulation P.G.Paa. a or •P--� > (, Building Codes and Standards 125/1022 Building Codes and Standards tG2021 Building Codes and Standards sD11 Building Codes and Standards ✓y.q, V O -� �• L. Product Approval AppIICa110R Detail Product Approval Application Detail Product Approval Application Delall Product Approval Application Detail pi pl n Q VJ 1.R7 -------- - ......'..I . .... ----_.._._.-__.. _- Q) ^. E111 rtiz: Ntza _ r ELNta35t Ra Ft rt/a3AS P14 ,.,. �C M _0 '--�• 2ka1l txg Yurs Milnuracturef Entl:V or C.11taiit tilulne"&LIMM20 Wlltlated By t* Valeraant f� Date PendNla FBC AmrGkM D'i'tl4 Approved �BFIh'3 J]�g Dy,pl Daze jj(O ... G'1'11[ E1lULy9L QsI.L IAL Per PCB Gels Lilly or p:dr Data P,itf_rtusq:,a ax., aL N `it.�us . �_ /1) (j g Uon.,pi F Schmidt P E Rysn PE 10/0712021 00/182021 10113120Z1 12M 52021 y�¢ Approved vlortY hg4 Verslarl contact end Ucenae Validated t9 fBC Approval zrgyal /ypJ)1Q'ffiQ tits YR120 Manufacturer EndnaanBLJcrosa ys99YW I$mIDo,, FH[; Anurnval noo�ovsa ,,,Y ytitltg ' Viarken Manufacturer Enolnaarfl Licanso VAYWIud all V I Nn ur --j -j am' '1g=I"'y''1 ' �� W Itevrsron 20.10 Thermo -Thu Corporation Category; Exterior Doors Steve h Lynda, J. Kin aoo)643-7B28 PE-43408 (813)787-6555 Aeomation n20 PGTlndustrlea PGTNuandlwle Word MiamiYjaddaDo6y Jme Rosowekl Word code aCCO-CER hem D.de BCCO VAI 11/052DZO 11K.•52020 Iill f IN20 AM-4 Steele«, 2a2o R. MI WInOoas and Doss SlawValidatedL ar tra sE &eta allrXar American Architectural Leaurd SlevenM lAl<h. PE 1Q91gi020 f1Y08120n 1.:.u;n70 APpi n�r.,y He.n :1•.n .c2o 11 ogi,adli 1717,ent 365330 Amenc.n N[nleauraa Ill 7) 3Mtkicn, PE 171713e53300 Manutacrurera As•H1cMlm I71T)311 NSa nC""'".�c.r' �.•yam( lU - suf)Gate9pN: Swrgm9 EXterxX Door Assemdlas e)aspersat�[hermatruco Cdegary. W,Iaows (9141)486.0100 (786)315-2590 Category: WDIipW. °�' (717)365.3300 Menuletil-Assac.liah (If 7)317.8454 subcaY-WNdOws subcategory: Fixed lmmngerrgmr.a.com (y U Repottroma Compllaneet.nod m au I.gary. srgae Hung Irospa.klt$pgJnduWles.e Dm subcategory: HorlZontol Slow bslangereml-d.can CarplMnce M.1hod Carld.an,a, Mek aLialina r alekl abort Fbrxla Regratered Arch4ecl or a Licensed FlOrda C,nrnpliand. M+Inod: rarpec-,lion Meik a l)sb rip Campllanr, Method Conitfketlen M1d a Lahh9 O _ - Ptaessaon.l Engineer FLA1384128ProdtK[s tLa153.11-Re rthwaads Et.M3AM- t4 RDduetf L/�-•��- O Products o�lN Ay ,nisi Anmr•wd liar Ue, Aw dfur U6, 1.1-11 C.,je, O rl,V0461-R7 milli'A-kince Aoorord In, U.. A,uravad fa U.a Bnaict p9519L Quality Assurarce Approved for Use AImLS"E'Ir D.n la'pa-i D.Ag, 8141! f1a45tf1111a4a1. N4anhM Dr Nola PraaKt Desutpllon y}gttrart eaoNMbn Da. Ia 2 O1I -_IJYN2 fulihilMU P[YfaUL4 y1_ _ � Quallw Assunrce Approvedfa Use. Approvedfor Use Impact Design Soak R�iSluct 7�.ydFI,A,6MJg9J.gi Whin Rodlcl DDsenRlpl C.L'011aot9w['�0e at HVN; OULatdgll" 2t?flaw P'' sv�r rt Frwue Modal Ik--hw rr Mama Prhxaecl OascTlolMn CaNrag E,pydion CA, In HVHZ .Mama NVHt Nasislanr P:vssu's 1"r''N 73. 72 Insulated Olses 04/03f2023 I•. IJo r O = son as Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVN7 Resistant Preswre - nus500 IsJq Mro..ar: I.'r e) Vnya Oto'. Hung what. Wnon vas v... vo, ll;^ 1 HS IM Fin stud narga Frrrw 71,62 l,wleted coal 02116^1:4 No e. .- -4- a Therma-Tfu Fiber-Classicend Sn MQ,Star Nominal 6&#35.68quct Non-Irry)ac&quot Opaque 12131121J'12 N0 YPs No NIA Z•a-� �- ♦ V 0 Composite Edge Fiberglass Single Door (lnswrig/Ouhawng. X configuration) Q _ b. Therma-Tru Fiber Classb and Smocch .Star Nomina 16&#39.6 &quot Non-boasIll Opaque 12/31/2022 No Yes No WA ^, W L_ L Composite Edge Fiberglass Singgle Door with (n �--4 Sidtite(s) (Inswing/Dudwng; XO, OX a NO lost • - (%� ^Q O rut sod ions) err[ `v }/�A 3 c Thermo-Tru FMar-Clessleand Smooth -Star Nominal 6&039;86quoCNen-Impad&quot Opaque 12131/2022 No Yes No NIA Fiberglass Composite Edge Double Door Will or _ t/ ) without Sidelines (Imovng1011aking. XXa 0)0(0 configurations) - -------- 4 d.Therma-Thu Fiber-Claseic and Smooh-Star Nominal 7&N3$D 8quot.Non-Irupa18quot Opaque 121'3112022 No Yes No WA Composite Edge Flberg lass Single Doa tlnawnglOutswing, X Configuration) 5 a Therma-Tru Row -Classic And Smooth Star Nominal 7&N39;D &quoLNon-Imfoac&quot Opaque 12/3V2022 No Yes No WA Composite Edge Fiberglass Single Door wttn &delite(s) 0n°nin lOutsmrag XO, OX a OXO I Therma-Tru Fiber -Classic and Srrlooth-Star conriguraeons) Nominal 8&039;0&quotNon-Impactliquot. Opaque 12131M22 No Yes No NIA Florida Department of Business & Professional Regulation Palia , a I Florida Department of Business & Professional Regulation r,De 1 d, Florida Department of Business & Professional Regilation Composite Edge Fli erglaoreSingle Door Building Codes and Standards 1CfR0,1 BuiNfing Codes and Standards 1nr7tr.1 Building Codes and Standards va7c3i (Inlsw rig/Dufawaig. X conlQuiaoon) g, Therma-Tru Flbm-Classic and Smooth Star Nominal 8&N39;08quotNon-Imgad&gtaot Opaque 12(3112022 canpowm Edge Fiberglass Single Door with Nor Yea Nor N/A Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sdelne(sJ 0nswrlgfOumwng; X0. OX or OXO - configurations)- 3 It Therma-Tru Fiber-Ctasonc and Smooth -Star Nominal 138839;0&quat;Non-Impact&quot Opaque 12/31/2022 NJO Yes No N/A ELWA,11A Composite Edge Flberglsas Double Door lakh or r=.la '€ dory or �j Aga 0.rta Pcndmn pal• S.Lltg ElliL(IL�, paid JtiLs Data Pandina �[g Cove ENiN or �(s Data "o9rd o F7ffiY Sbeldea (Inswpg/Outswng; XX or OXXO IYBe Varaiun Manufacturer CYLS41 Enoln ear 8 Llcensr Ydldd•d By Velidded Subs rd r6C Aenmvd Auuiov.d 2"L Iyypyims on Manufacturer Cold o t Endhle,ra Ucenae V,adaled IN VaN9at'd Subvilhod FBC Approval AD-, d 3ilBu2 Tim version Manuracluror Contact Engineer & Ucenae Vellddd By v ate Sub Nn FBC Approval Approved Rai 9 I.Therma-Tru FibarClasracand SmoolMStar ponfigWithout conflinal ens) Nominal 88N39:88gUOtNpn-mpadBquot. Glazed 12/312022 NO Y.A NO NIA ARmtdlOn 2020 nGl'InOusule. Jeri. Ro.gw.N Minml-LiDtle. Bl:r'f)-CER seam -Dade BCCD-VAL 111952020 11K,52020 1'It, 1 Renswn 2020 MI WndOws and Doa. grant 91f Anger lids Rlanea. PE Seven M. Urleh. PE 1(Ngq/2r1211 7Qk1e2020 101792020 12/152020 Ap'PFO+°A Anlrmel KAl 2D20 PGTlnaslrws Jens Rosorckl Mam-[Ado BCCD -CER MkmFDade BCCD-VAL 11Kt$202V 11A152020 10 1/1020 Ar'M'*'eA Composite Edge Fiberglass Single Door U.l,gory: who- (041)486-0100 (786)315-259a carag°ry: wnno'.v. (717)366.3300 PE-62514 (717)317-8454 Cla jury: Wnd.- piku)486.0100 (7A8)315-25W (Ireswng/OutsvAg, Xcenfigurrhon) aubcah aony: FMed Imsoaskgiogundueraea.c subcat•gary: Muaohs to d1hg,niiintwd.ca° ani cdsili Mubons granoosloopgrundustnesc Thermal J. ThermaPloer-classic and Smou oth-S Nominal B&N39,8&quotNon-Impact&qupt Glued lml,`2022 No Yes No NIA om CpuMeod anca thC°nMsanark on Ma 1s4mq om Canpllancs Memoir. EwNaticn Report from a Comnnance Method: CalNcauan Mad or hang an Composite Edge Fiberglass Sing Is Door With Ft odd, Rvo,tnred Architect a e I.I mndnaidn Sdelne(s) (Inswng/OrKsuMg; XO. OX a OXO jiwA'LU4_f31di Rore,awnd E.ngin,ar Yldl2@ti•AtZ$g3gflf 11 k Therma-Tru Flbef-Classic, and Smooth -Star configurations) Nominal 6AN3988quotNon-Impacf8qurot Glazed 1213112022 No Yes No NIA OamiN Assurmco A,raovad ter Ilse ftoninvaA 1pr us, prrDact pgyUgy F y, Rc pr og ,cta $F.ilA1 HJ)S&M1A1pglJ-NLmlber err Name OfrdNy V Aaawfce �p9Ugt-�pfLlgLLyl CMlllagl_INAIr lLQn Abstained Approved Far Us, Aoorovfor Use ImMot DigR Ul_MZ Ou1Hde HVHZ IL"bliaaFft aLe*wrx Composite, Edge Fiberglass Double Door latch or ¢tag RDy(ud Model Naaritaw or Name Rnducl Chin-riotlm codracl eadmdla) Date in NVHZ Pdal HVHZ R,sistart Pnuurs QYdlty As,,, once " A pm avd tar Uwe Ana evW ter Vcy kr:nuct Vl.ItlslU Yes rI/A wihaJl Sdeiitea (inskang/Ourliving, XX or OXXO 5 PW-55201Largo Mi"jw Impea) J >" F',ed V4nd- IIAC`I`F 5 -- ,ss .-- MIA Rgguclmodal Mumbayr Nam. Prodr�I p.aarwJan CeNraci EVWrdbn n+lc, ii HVH is tad+mVH! Hesr4tYR tnasauia 1 MUafatY ia' NI Door. an of Wind- AA)nllnam fdaapna OS/213202@ Y91 Yea 12 I. Therma-Tru Fiber -Classic and Smooth -Star tonagUrailO,e) configurations) 08quotNon-ImpxtBgtlot Glazed 12l312022 tUO Yes No NIA tittlLi ".16/ Ved,cal Num tun Muabn 12,111: r,'.1 r � Yap r 1W. Canposde Edge Fberglass Single Door 13 m Therma-Tru F,t r-Cllasaic.nd Smooth -Star (Inanang/Outswrg; X configuration) Nominal 78 t39,O&quotNon-Impect8quob Glazed 12/31/2= Nor yes No NIA Composite Edge Fibw9laea Sing is Door won Sdeliw(o) (inswng/Jutswng, XO OX of OX0 wnfigurationa) 14 n. Therm.T. Floor Classic and 6mooM-Star Nannal a8N39:08qu lrNon-Impeef&quaE; Glazed 121310022 Nor yes No N/A Composite Edge Fibergla66 Single Door inasMngrOutswiig. X configuration) 15 0. Therma T. Faber Classic and Smooth Ste, Nominal 8039:04lquotNon-Impac&quot, Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Singh Door with Sidelre(s) (Inswrlg/Oulalaing, XO, OX or CX0 Florida Department of Business &Professional Regulation 9u race 1 N, Florida Department of Business & Professional Rogulater rao� �",r. Florida Department of Business & Professional Regulation leip. Therma•Tru Floor-Glas'sic and Smooth-SLe, configurations) Nominal e&s39,08quoCNon•Impacf&quot, Glaaeo 1213112121311022 NO Yes No N/A Building Codes and Standards ,rnr:;in Building Codes and Standards I- nlrc,1 Building Codes and Slandar(i•3 Composite Edge Fiberglass Double Door with or wthout satellites (InswinglOatswingl XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU configurations) ----` 17 q. Therma-Tru Fow-Classic and Smooth -Star Nominal 68N39:8 &quotNon-Impad" Opaque 12/3172022 No Yes No N/A Composite Edge Fiberglass Single Door with �„j'jj; FLi10124•P28 Transom(InsMinglOulswrg, OAlponfpuration) 18 r. TharmeTru Fiber-Claneic and Smooth -Star Nominal 6039;88quottJon-Impacffiquot Opaque 12/3112022 No Yes No N/A CS9R Enity or D.Lt 2AFQ Dine Pending i $sf9qEntity or Jg! Jig Date Panama pBt, yg� EWItY_pL JiBa )1Bt Ode Pandina 1 I Cornposita Edge Flbergiass Sing Is Door vAth �� vainest EndneerA linmae Veli-al ok Yagtld stl SuMynod DQA9Qa1n A. -ad Zia Y4r1,kdJ InanWacwrer f�lrgj Enain,arAUurata }(�sd,�L VAW"d EEC Arrow Au'sll GNIV2 �q Yy�jlpj) �g(.yrgu![ CNtdtsMi UCMet Validated Me Validated�mllite9 PBC AWwval oved ;WLI, Sidelit°(a) and Transom (;-ng10u1swng O/XO O/OX or OIOXO eonagurshens) Rovisbn 2020 James Hardie Building Products. Inc. Chad Dallas V. And- Tan John Soutram, P.E. 01108/2021 12J14/2020 0/AM202 den, FOC Apr, R,v1Uan 20:0 AM,de Nick Thompson Lyndon F cattalo, P E. R J. King, P.E. ya^ 071112021 02n 511021 02J222021 04.r, V21: v-r nerd ReNslon 2020 GAF War,..l 511e11, Robert Nemnen John, W lk-evaln. PE 0926r2D20 0921QDN 10A2'^020 1_/15:2020 Al;er:,:..;1 10 aTherma-Tru Fix -Classic and Smooth-Sta1 NominalB&II39;88quoLNondmaganc&qu0(Opaque 12/3112022 No Yes No WA CMagory: Pond WWI, (9e9i 545.0359 PE-81882 i352)Mit-2528 camyary: Panel waits (wo)9ZZ-2wo PE-4340e (013)?VZS65 Colspory: R.Mhg (400)706-3411 PE-50166 (954)772-6224 Composite Edge Fiberglass Single Doi with &dCa aski aping chair Morokloatins.hord $'"dagart; SdTos nlhanpsanilia.d..eon aubcdegary: Ayphan shhgms m91ieAQpa/.Dom Sdelae(y (Imsvangloufawng_ XO, OX a OXO Compliance Medhoh Evaluabm m Report Roma e can Compll.l. MYh,d: Eval.ol o, Ragan From a C-1,o lrs Method: EvdaNim Report cam A Continuous Head and Sin Corllfguntl0pi Florida Rw Mmd Nc,dml ma t-wd Flald+ Florida Reglatered Architect a e Licmaed Flood° Florida Reaissred Ar<hnii a a Licensed Fiona. 20 t. Therrrme-hit Fiber-0lassk and Smooth -Star Nominal e&N39,0 &geaX,Non-Impadflquot Opaque 12/31/201 No Yes No WA Proressbnd Engneer Pfaeesaonel E,,or v Prulel5.-M Enulneer Composite Edge Fibergasa Single Door inch Ft.101 bJ-RIa Rraduc:s S"Aa(W (Inswng/Oumwln g. XO. OX or OXO F late 31$?-RD Pr duct! F Lot 5272-RI P, counties Continuous Head and SII configurations) Quality Assurance Approved For Vs s 69911d fa Us, Ball gig`_ O.r-oK,, A°auranca• Aowovd rw Use Awroved la Uas Imu°r1 p s�JgO Initial! aaurancD oorave for Us, orave a Use 1m 1 21 u Thermo- Tru Flbw.Cli and Smooth -Star Nominal 6&N39,H 8quottan-Impinablu t Cruise 12131R022 No Yes No WA Sen Aa Protluct MaeMl. NotlygLSy.Ltal7lq Roaut DIUMgn Connect [xpbadat Ode In KVHZ Outside IBM RidablaIX Prt,,,r¢ uq a Rod d Model laArCM a Name Product Wacdptlwl C-W faprMlon Dole e1-H1nti outside HVHZ Ra.Mahv PrRsyura Sr a P1pdFa1 Model. Number yr Noma hgocj E Rnducl DrsalDtion j, x, 1�N12 Ould6 HVHZ v i,1 nl er.RyYy_g. Coin e Edge Fiberglass SN le Door with p6(s g 9 Continuo) Qnswn" OX OXO I Cei ink L Shdng r4ie ep Ill -marl lop sidn 12/512023 9 YPa Yea N/A MIA 1 a. agLor2T&q ot'. SOIM Venl or Sold VN " /21312023 N NO Yts No NIA 1 GAF Asph It Roof 6hlrgins Fberpless rtmforced 3ds0. 1MHnated. Ytabend 12116GO22 No Yas ",A iXO,gu s Sill Continuous Find and Siil configurations) _ HerdePlenk Lep Sldlnq 16er-cement lop sksng 12C112023 YFe Yea N/A N/A 2 b. 6qua.Aunence T46quo1:Eomt venla Sold VNN Qom 1zritIM13 f•w as No nllA rniAndge esawl shmsi. 22 v. Thernlm-Tru Fiber-Clawno and Smooth -filar Nominal8&AW:0&quMNon-Impac8quot Glazed 12/3112022 No Yes No NIA 3 c.squd;GrD.nOrMr Vintage BeadedlutU 96IN Vent or$did Vinyl Sant IV312023 No Yee No NIA Composite Edge Fitaergtaw Single Door with 4 d &qud:D590ud: S,MI Venn or Sold VNN Sam i W12023 el, Yes NO NIA _ l S aellwa) (I naWngloutstAng. XO, OX or OXO 5 e L-Wa :Chal+r Dakflqud; Sam, Vmt a Sold Vhy1 &,M 121310023 No Yes No NIA Continuous Head and Sid configurations) F f 8qud:9uper Spe 9quot, Scald Vent or Sold V'myr SoNI 121'314"ll No Y.. No NIA to 23 W Thermiu Fiber-CI°ssic and 8-calMStar "am ine16&A39,8&quatNon-InyucBquot Opaque 1213V2022 No Yea No N/A Composite Edge Fiberglass Door Panelswlh Vented adoite(s) (InsmMnglOutswri XX, XXX or XXXX try 2A x Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&N39;0 &qucd'Non-Impac&quot Opaque 12/312022 No Yea No NIA O Composite Edge Fithingkss Door Panelswlh Vented Sideiita(s) (I nswng/Ouwwiw. XX XXX a X)XX wnfigurekons) � yJ 2S y.Thelma-Tru Fiber -Classic and Smooth -Star NomIna168N39;H &quotNon-Impeaflquot Gr.2ed 12/31/21322 Panels Vented No Yes No WA O " !:-: Composure Edge Fiberglass Door vilh Sd.IW.) 0 nswng/Ouravong: XX XXX or XXXX Florida Department of Businea9 & Professlonal Regulation Page I cl I Finnde r)wp;ndmP.nl of Business & Professlonal Regulation Peak, 1 or i Florida Department of Business & Professlonal Regulation Pep" sf I G a_ p coafigurrit Building Codes alld Standards Building Codes and Standards Is2021 Building Codes and Standards +n�='�-� >= t0 V N .n1 r Therma-Tin Fber-Classicand Smooth -Star Nominal8&N39:0&quoc Non-impac&quot Glazed 12MI12022 No Yes No WA co Compomte Edge Fiberglassdo Or Panel. vAth Vented Sidelee(s) (I nswnglO iaWbg, XX. XXX or X)(XX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detailcc N C m d en oconfigurations)configurations) - � ,. -.-- -.,., ..,,. _ lL1119Wat --- 27 as,Therma-Tru F(berClassic and Smooth -Star Norntna188N3g:88quot Non.r. adSquat Glazed 12W/2022 No Yes No WA C f0 c=.M Composite Edge Fiberglass Single Door wth 38N39 0 FLN1I]2&Aa i; .'4w�%f.� �N � N x Sldewiti) 0h-gic.iswng. XO, OX a OXO CYt2 Enka, PALE Nets Dd Pendinu Ills, C9* E➢29y 4L VALt 4ktg Di7-firniL9 WLt 122 r.Dl'iLP1 Date Pending .�! 2111 12'2L 26 zb. Ttlerma-Tru Foo-Casle and Smooth -Scar opnrlgulallons) Nominal 63IOM,9&quot:Non lmpad&quot Glued 1213112022 No Yes No WA Vora-° Ill-fp� Contact E^lna L,,-,r VNW,d ev Validated agUIDIg9Q FBC Asm-al Ajung-led � Jim y�5ie) , FHC Ao°mval 09272020 l esppyap 1211 SW70 Nugy 11,11 Vlp R4niek2020 M+nr.lra du Flwde Metal Products Inc irtMdnaaLle«vdldd.dM Clerk Jones James L stake, P E® ven SteM UnM PE v_m�siSAmatsd FRC Appvd Apwuvai 092 1rW20 OW250020 1010af1020 1211N2020 Approved E cz Composite Edge Fiberglass Double Door with Revnsun 20M TAMKU Suading P ckli LLC "'i Eden Hobart N-rieti Jain W, Kh-4-h, PE 10/042020 09120/202f1 t0.m21'.020 12115f202n AM,-d Revs 2020 L V Thaiicnion. Inc dos Thompson NchlMclural Tony ChrlMman Zachary R. Pd- 51evefl M. Unct1. PE 09117r1020 09/142020 1.An n O t +Q 3&#N.10 SIdelitcs(In-WOutswing, OXXO Gdepary: RooM9 f417t B2a-d Bl4 PE-59166 1954)772.6224 Melees Company(TAMCDI (813)248.3458 PE-74071 i717)3178454 Category: Roping (904) 783 8400 COUCK 14gin s-Fir (117)317.84S4 ey r_ U raanfguf¢Gon) HubCalepary: Urxbdaynmril kern tlgulQramae cam - CaleOory: FooM9 Imy®pomdalroonng cam BubCdepory: Roofing Acuaeairs the are an Altiplano poloisComplain- clmkilifna,ra coin PE-31 N2 C= rE 3 V 29 ze. Therma-Tru Fiber -Classic and Smpdh-uRar D Glrsaed 12131/2022 to Ingle No Yee No N!A Compliance Method: EwMeum Regan iota a eWC.l met are an ft aangaydem al � Compodta Edge Flbergkse Single Door with 3&N39,0 Composite Ede Fiberglass Do r Poll . Placing Syoem Inlgrd Pan Dune Raring system Mdhd: Corrpuanca Methd: Evdudim Renal from a ere U Sdelite a InDwn Outaw - XO, OX a OXO () ( g/ rg. Fk Ado Reglde..d Architect ora Ucensed Florida Canpllanre Method: Ewlustim Repot hem a Flalds R lat-al Ar-ItIct a a Llconsed Honda °9 ' C COrlflaUneGOna) Fre+fess'wnd En9'r:arr Plaids Repisteretl Arenital as Li-d Flaltla Prdessbnel Engl.- R • ,,I) zd Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&N3Do&quot.Non-I mpact&quot Glazed 1213172(Y22 No Yee No NIA Pet-lonal EnOHber C �- Compost. Edge Fiberglass Doubt -Door with F out 231"It Products F L021680 R2 Prududa N Z, 3&939;0 Sidelite,(In;Wng/outswng; OXXO -IN A.enranc• Apmowrl To, ua• Astan-d 1a Usa 1 '� F LLAM0911FR3 RpOuda Quality As6aaKP Quality Anauy.J o Use Approved fa We ln,act r•sln t o C 31 ze Ther,,aJwFlber.Claauc and Smooth-SYar configuration) Nominal 78N59;08quotNan-Impsd&quot Shaker 12/3112022 No Yas No NIA 9enR PrduclMdd, Number or Name Product Dvurialbn Deritrecl Etr.kdlan Don, In HVHZ Yes AtkMe VIVI12 N: Rsvlsinm N'A J3saall[s. N/A QuorLy A,fl-'nee Product Lxuhdlai Oole Amnvved f,?1 Uee Anoovodfa l[ Use outside HVHZ 111= I� yoga Produce Madd- Murm°r or Noma 3- FLAW'0$nwr:PV• 10 Rbge u.nnbqud' Product Din Muck, r c.r niplida,n IWminum Rbge Vemebrptched xtflkntAMd :'31/.'i!24 Data In HVHZ MAIM .HVHZ Reslslant Prog%wd Ncl Yes Ile N!A co O 'Z V Series Oon"iak Edge Glazed Fiberglass Single 1 TAMKO Rea Undellay,aas(HVH2) Raalundenaymmrs roruse n FBC HVHZ 0029/2021 Seatu Ill uuw:i Moist. f.anber sal Memo allocated-Caaraa ,n,IV, Anil= � _ from 0.025' Aluminum Door with or wthout lUag:2 SdeMe(s) jurstaliction. i rAMCr: Flat Tcp OO Podpe Vent w1U1 aedo to Tie 20 pa. daps loafvm111da adtb boils •i-vy :e:i Yes Yea NA WA (IntelainglOuteWkag: X. OXXO or OXO configurations) = TAMKO Rod UnderlymenNCNDN-FrykQ) RPorundedaymenl for use h F 9C nen+(VNZ Ob292023 No Ye: ILIA MIA. IAMC:O Gopoeneck Von 20 ors. v31v6.G2e tic Yea NIA +0A52.5 '•'- lialsdaan,. TAMCO Off-Ri Rod Van lh Bath 26 ga. daacfoofvmtktorWith lntavretedbamc Yes N/A WA 4 TAMCO Round Top Otf-Rldpe Vent Mth Batik for Tile 26 ga. static fontvah111ator with plate 09AX3rl:..: Yin. Yes NIA NIA Florida Department of Business & Professional Regulation Paaa I of Florida Department of Business & Professional Regulation Pop wo Florida Department of Business & Professional Regulation Pay« 1 a 1 Florida Department of Business and Professional Regulation Building Codes and Standards in6m2l Building Codes and Standards IM2021 Building Codes and Standards c,r.D3z Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ♦ )^ Product Approval Application Detail U - - - • � CQg4 Did! Version Iasou.n tuPd I:.GIaI Lgmagl t-:lnaer & Lcen+eyetdded err Dv. put Validated glIUIDILLag DMp P ,mlyd FHC Ao PAR A g)Lgyap Saba 940 ]VJu Version Manhr(acwrer E^oN n Conrad inner a Ucenae Validated � Just VW[d 9 $14miBtelf �0 pN pin° FBC Awhavd �t Agy yid Al4gga Code Imyortayn monutacturlM Entl or Contact Engineer & Llc,nse yafeflartaid By Date Date Date Pending Oat. Validdad .3ilflalltted FBC Approval Approved Siatua FLi16259-R31 R'__ 2020 Lrmanco Kill- Jeally 1ame1r aucknar Pi Stevan M undo. PE , 1n?vC 2p 11131xJ20 11f1w K" tang FBC Apex• Revlslen 2020 Baral Rndu,g Andrraan Roan APaO Unit- Evakuen,n Gary W Walker 1 iA3/2020 11102r20M 1110512020 AM-4 ROVIA1en 2020 fJbbal ProAclwn Pr chats, LLC Tlm Robinson Wolter A Tilt Jr, P E Jahn W Knae idt, PE OW08/2020 09/08r-1020 10/0112020 12115/202Q Approved (D E tRy O� �Ss I7aTg Q�t4 $t2IU8 Cdagory: Rafing (5Di)983-6163 PE-31242 (717F317-8454 cm•gay: Roaring (801)3806091 Servrn LLC (20%854-0160 Category Shuttwrc (954) 689 7545 PIE44187 (954)772-6224 Cotle Version Manufacturer Contact F�rgine rSt Validated By- lid $ Submitted ding Approved Approved YWCd.potonaoeno Ang Spaie.nn"er°'" Imegrd Pen ROMnO Sydom Nal1tyQ 0nM co ayn guiniall ry: Roofing Tik. CompuancsMNhd: Evdumirn Stepanhart a RdxnAnOe sd �bael o m thodrEalunal. Method: Evaluation Reportfrom Complanory Method: Cords tin robinsonagppen[wm yore Revision 2020 PGLYGLA.SS USA Maury,Alpeft, License John W. 101251202010122120 F8C IW15/11,11210 ohm. Colpainca Nkarli Evwinoun Report Imm Nock-E„e)Li Entay Fbrkfe Ragislered ArshtxtaaLacensed Florida Registered Category: Rooting 5954233130OG g mail a of lass.com Robert Nieminen Knezevich, PE P P Yg AF3RLBY>3t Flakier Regidcrcd Ncitittct ora LKen sod Florid. ata uBAt2Reebels Professional Engineer Su bCata D 9 ry� PE-59186 (954} 772.8224 11/01/2020 Prof-crd Engnea eu,alav Aaauance ApnrovM to us. Aporovd for Use hneaft Cp:1gD pLN19678-R6 ProdgMa Underla rents y Film as Redact' iaMC RDdrq Model. 1lurnbarer Nam. Product Cgdra1 Ex W10 Oda rt bJaZ Dvlc pia HVHZ R•111. Pressure Quality Assurance Impact DP_m Aporowd for Use AppmVed ror Llee n Compliance Method: Ouagty Assurance Apgrpwd t01' Usa A�1dg for User Iu91&t Dx1O1 10 saaany- shake, slate. Country Slde, SpAI old Fn,diri planetaria, DanvM, CO 171312020 Con- No v,s AIf4 WA Seq atl Product Model. Number err Name Product Description Contract Ex01,46°n Date In HVHZ Outside HVHZ Resistant Prey Pum EvvdUatlOn Report from Ss A _.1- Product O. "hat'., Contract Exaralinn Cda H 1D-YIIZ Wlsld. HVHZ flailaiaDL 2rast- Thatch bamp. ImDsd 1 20 Gape Galvanized Stsel Storm Fvarreh111VIiZ Corrugated GaNanizad Seel Slam Paneh rednrletl 12f'3-I1201 Yea Y. Yea NIA a Florida Registered n Deck Aa'i DA-4 o,TPrOB ,lt Dvok-Nr DA-4 Loin Prdir, PW peak, Stop Vent 0r.,07S Nv ea No 97 5/- 2 5 17 Saxony 600 -ekie. Shake bamp: Sid Shake Swiny bamp. Split Shake Fat Profile-ttoiHen, CA 12I3l2020 Flat Profile-Rieke,r, 12131,2020 No No Yae Yin NIA N/A N/A N/A or not b tracks to provide rivincaner proisotion. Y NIA �J AFCL11teCt Cr a Licensed Cached to MechMllCelY Attached to PFVwood DeN1. 1s 1D 600- Shale Shake Saxony 700 -Shake, SIs1e bamp: Split Shake Flat Prall • &ockton, CA 121l12020 No Yr. N/A N/A 24G Galvanised Steal 31ofm Pa11eIsINHVHZ erg° CorrugatedGalvamzed 9tsel3tork Panels retained 12131/2(122 or not by (racks to provide hurrlWnp protection fJo Yee Ynn Florida Professional 20 aeaonyY 700 shake slate 6"MP'. Spin Shake Te)an EWon.l eanalon. Fist Plants Rialto, CA 47n1r2020 sigh entails Katy, TX I2/31=20 No No !cc Yes NIA N/A N/A MIA /'k w Engineer 27 - 25 Wit. Lew Prd.e Katy TX 12131 Q020 llo Ye N/A NIA FLM269-R31 Products uel ABnufNlr:A 6RQLt ed tQLY_" AnproY1 01' U16 Impact oselm Ste gN Prndua Modal, Nu .bur of Nana Product Desch parole C2 xl Ewh4[ivn tit HVHZ Date Outside HVHZ ReiJitai Pressure 1 Polyglass Roof Undedaymeots Roaring undedayments t13.+21f2022 No Yes NJA 4WA/-622.5 1 Polyglass Roof Undertayments (HVHZ) Polyglass roof urdedayments for use in FBC 12/23/2023 Yes No WA N/A HVHZ lurasdbllax 2 Polyglass Roof Underlayments (nor-HVHZ) Polyglass roof un dertaymems, for use In 12/23r2023 No Yes NZA •WAI-e22.5 O FBC non-HVHZ judsdelona Florida i]epartmenf of Businessnd Professional Regulation Page I d I Florida Department of Business & Professlonal Regulatcn Pap, I of t FloridaDepartment of Business & Professional Rogulatow ra-,< - L 1 Polyglass Roof Underlayments(HVHZ) Poryglassroof underlaymemsfor use inFBC 12/2372023 Yes No WA WA Codes Building Codes and Standards 11252022 Building Codes and Standards +n12o21 Building Codes and Standards h'• - � HVHZIudsdchons 0- 2 Polyglass Rotor Underlayments (non-HVHZ) Pdyglass roof underlaymems, for use in 121MC23 No Yes WA 4WA1-6215 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 � HZ FBC pore-HVjurisdictions y - " ----- 1 Polyglass Roof Underlayments (HVHZY Polyglass roof underiaymera5 for use in FBC1212312023 Yes No WA WA O HVHZ jurlsdictoras. FLIM788I-R3. r1a1174 2 Polyga9s Roof Undeda rents non-HVHZ) Y ( Polyglass roe under' marts, for use In 1W23/2023 No alY Yes NA 4N/A/-622.5 r Erlli:v oror jZ;;ig Dnte 'Jat>r Pvndlnu psij6- Conn EntM d R31t Dal,r, Dale Pandina sent' C4rh) enh tY or thny D,q9 P+Tta CeugLOg P.vtR � }a FRC non-HVHZ jurisdiaers Type V-1o, Mdltufactumr Contact Encle-r&License Validated nY Validated submitted rnC Approval AOp.,.d Status hit Y.'en, Manutacnuhu C.s., Endreer&I.irm.a VaYualNW YaBgnterl 8.1mllld FUC Agri A,,,,d At" 2t2z Ysrslort rd-olacluer yUDt.c. Dino- &Uc.nss YdhdaladW V 11"a erg I-BC6-a-1 A--td Status r 1 Polyglass Roof Underiayments (HVHZ) Polyglass roof underlaymerts for use In rBC1W23=23 Yes No N/A WA Reopum 2020 All American Shur-aell Glass Mks Barbieri Frank L Ben nardo, P.E Troy Bishop, P E. 1012WO20 1011512M 1110512020 1205/2021) Approved Re'Auch 2020 Alpine Stuart LevA. ICC Evaluation Service. LLC WAMam M. RwIM, PE 10/31/2020 ICV221202D 11452020 IHMU 020 ApproveE Ngvlanon 2070 Cmlanoh I'l Cooade prodaosdn4. Roblin 0111. ainuelA L3reenbarg John Hoy 12/1612020 12(16l2020 1:::nr. d;C: pine PBG APli HVHZ juriediclions Category, Shutt-rs (561)712.9882 PE-0046549 (954)947.OBBO category: StrudurdCm4wnents (321)710-3377 (407)681-1917 Cd4gory: structural Conponem9 (813)659J707 PE-34245 05Z 508.5311 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underldyments, for use In 12123/2023 No Yes NIA •WA/-622.5 Subcategory' Storm Penek subCdeg,ry: Thu°. Fla1ea .1-filalpindt- subCalegoM• Products Introduced as a Result of p'-° getaQyPlaoo.<vm FBC non-HVHZ jurisdmtmnc Compliance Method: Evaluation Repot from a racom COmpllarxa Mdhod: Evd,ofi ,Repw tome No; Technology Corr'pirwial Evdumam Report from Florida Roy stated Architect or Lncenned Fbrada F' schist Evanusbon Entity Mdhod: a Flodd. Rplid radNMhecl or a Licensed Florida Prdessronal Engineer FLx9g-R7 19 Naduco %.a. -nil Engineer O FLsri 7869-R3 Products queasy A,.uranu ADmovud Far Una. -Iyllo d tar us, ohn adl Dasw,a Radu<[s - qualnv ASsa'ainle Apor0v0tl ror Use ADpmWd for use iinoUct ' n r1erLM_ PIOdJtt Model, Na7lbaro Name h0alCl Wt�pitpa COIBraetEmtalkn one InH _ vFj3 QwW,0,t HVJ1Z 'ins Resistant MinaUB If Lill i71-Its Ouahty Assa mcv Nina a, all ror Ui. Aocravd' uss i n=syL 54a Prod ad Mood-, Num be, of Nam. Product D.acrro[lat j:on uacl, Expiration pat. In HVKZ Uudlde HVHZ R.ylsiant Rrassure 1 ITW BCG/Alpine Higher drmgthuN s°,a S) Motel coarn-ter Plane 17/31202/ Ys. MIA N/A ben a Prdutt Modal. NtMlb.d D[Nama Product DsacrlDUOA Comrade ExdrdlMQA1e Outsldrla In hAlz , IIV,Z RedanMl Proswre 1 24ge GalvanFmd Steel Storm Panel. 24g. Galvanized Steel Storm Panak 12/31r2022 Yas Yes Yx N)A ITW 3CG/A1ilne Mango Plot# Mete) Connector Pik 1213112024 Yes f'i N/A NIA • ITW BCO/Aparre Tnrbx Metal Corrector Plate 12/312024 Yin N/A NIA Iny Preca-a a Commercial COncrehe Product% P1oca.l end Noshessed Corlw. Lllt.e DS/252024 rl.: FI/A NIA W 1W BCG/Alpine Wave Metai Connector Pane IV31=4 Yca e. NIA NIA rU) W F loads Uoportment of business & Profossional Regulation Pap.I of 2 Florida Department of Business & Professional Regulation Poo. t del Florida Department of Businoss & Protossional Regulation Building Codes Standards Faat I a1. aesraml Building Codes and Standards 101912wl Building Codes and Standards 01TV2021 and 1 Product Approval Application Detail Product Approval Application Detail Approval Product A rovnl Application llcatlon Detail L O rLYZ142-ii4 - * - - - - w C21a Enl,h yr emote J$ts Date Pnr1N 1g gdtp SiggE (apifLfLr �°a [�1tg r d tine one Cpgt tEn Inv nr C]If F�•1 rc1L: P9J19Wg PBLS C C jyga Vaal® kLndactury ContactEnsissy-A.L,- Validated So V ilia d Submitted FBC Ammv°I Apaoved Stator Bea Vtnaw) Manufacture[ Contact Encounter upshots VAlghyed By y I�@Q ,4ubtulct4 FFApgfo� Ayp.Ryed ?SIatuak yrpy Va_sa^n manal turn Contact a Enmor 8 nllddd By Liaa, Va VandaISS: puMn nod uo r01 A11 Ai--d 2LAU R.v- 2020 Bin Walden ICC Eriluatlon Service. LLC ICC Evaluation service, O8n12021 Oan Ol1021 OBn 2/h1Zt Ai'P'wc d ReNsbn 2020 Weysmesuser Rcb Bebain ICC Evanuanlai ahr„Ice.LLC Ion Lecher. P.E 07N2r2021 1C!3^015 O.mw 2021 Apixowd Aeinn.tim 2020 p1nti2D20 Nha Aluminum. Incnc. Jof09M LUN R. Lomas S1ewn M, Urkh. PE I1n 62"r 112W20� d !'PPdc'1 Q MIT k Inc. Calegay: afuovel Calpanerda ID52)bii&8635 LI G Cdes.ry. 3truavel Component, t253) 924-6476 (608) 839-32M Category: Pend Well 1401, SW2006 PE-62114 (717) 317-8454 J subcdsgary: Truss Pletn ewldenoml cum r70515N.9a00 BubCataq°ry: Engineered Lumber RrDerteMld•an�weyerna ierbCdepory'. Saamts sbtsslolnumnc�yeho e Depilating Memo*: EYBluencn Report from a Compliance Method; F slueum Report From a ,a Compliance Method: Evaluation Report tone Llcenead Florida o 00111 Product Ewiuilbn Eney Plool"I Evaluation En* Fbrada Reglaeld AIchnecl ora Prdeaamel Engineer Q FLe21274WR3duct, fJa IT'Itll RBa1Uds Oualli Aswan,• Apapvad for user A,nrcvad In, Una ,Loci Qa519n FLF10 A4.8,5 RAI J 9UiY.IDr�aBY[aILLY Arwmved for UD. AggtgvSd for Use hUUaCi gtsl9n itu Produtt Model. Number o Nems Product Dncrbtlon Cdaraet Exdrdlon Cate �li�-Z outslda HVHZ 1�'Fatatlt iif2.2� QU]IIL7ABptFulSp AOnrovad for Use Agprgveglol y5l. t11g 4e�lyq l242 prodKt Model N mbor a Nam &O"LDt5gtl➢Ltt) ColafacJ.I:JWltattOlivoi 1U HVHZ Outside HVHZ gggfa{ai Pfeswr4 1 MemAern LVL Le mar -led Veneer L-tak, 03/312023 Ala Yet N!A NfP Sou u hodunt Model. Numbu 0r Nam � +IMran C inn lay ] Fay'. -norm oil, in HVHZ DutsHk HVHZ 8y 'tduf Imo'! 1 2 M1aAHa M1BBHa 10 go high sttanoth Vitas emneciu plate 1 D:S1 r; 0:'. 189.. super high siongth trues cmn°Ua Pal. 12/312022 Ye,, 'fee N!A N/A MIA L perdlam PSL Partner Shand Lumber 0Y31=23 No Yas MIA MIA a AIMhn Nurmnurn "(Aid Ramp. Vrryed Aluminum Soeau Alpha Aluminum 8dld 64Ap; vernal Aluminum No ten Ho urn 3 MI 1B 16ga. this.ccontac plate 121312022 Ycs Yes Yas Ye6 MIA NIA NIA 5 nnno.Sta no LSL TJ Rim Boland Lemneted!Wand Lumber 03431=23 SkucNrol Compodtc lurM+cr or Calcined strata 03f312023 No No Yes Yas MIA MIA NIA MIA CMU bamp; Wand wit, CMU 8anp; Wood - SHEET NO. A MT1aMS 18 pa. high stength nya. conneda P.to 12ri12022 12/312022 res vas MIA WA 4 board nand 5 a MT20HS TLIS, MT18 20 go high strength truss connector Plate I g. was tonhwor plot.. 12A12022 Y.� Yca Yes Yas NIA N/A 1 NIA WeyenleeulaxRan 9oartl ponied Strand III RAn Board 03/3111027 d S rib Yae NIA N/A 7 TL2g. MT20 t5 Calnl0r patent 12/31022 2011Nee `ins Yos NIA W May 27, 2022A PA 1 1 ■ M ■ M Simpson Strong -Tie 2020 FBC Approved Products UPdYea 12r80Q02o omFor direct Inks to all SST approvals IYed below, CLICK HERE, For additional Information regarding Florida's at Product Approver "tam mild Maml-Dade Canty Notice of Acceptance (NOA). CLICK HERE. JW Product Model, Number or Name Product Daaerlotion 1 Titian Stainless Steel Concret• & Masonry Screw (TTNSS) 1/4" diameter Titan stainless sleet masonry screw FL#9569-Rill ftJProduct Model. Num bar or Norma Product Daeeritrtlon 1 SDIO112DBS Outdoor Accents Connector Screw 2 SD9112, $09212, SD10112. SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Dive 80 Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271968, SOCF272358 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22858, SDCP22912, Sirong-Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SOCP271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SOS25112, 60MBI34. SOS2520C, SDS25212. SI0625300, SDS26312, 801325412, Strong -Drive SDS Heavy -Duty Connector Screw SOS25500; SDS25000, SDS2WOO 8 SOS25112SS, SOS25200SS, SOS25212SS, SDS25300SS. SDS26312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor-to-Ftor Screw FL#1 ON7-Re Jill Product Model. Number or Name Product Description 1 ATR318, ATRIIZ ATR5/8, ATR3r4 Threaded Rods, 2 ATUDS, ATU08.2, ATUD9, ATUD9.2, ATU09.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP318.2, BPI/2, SP1123, BPS/8-2, B155/8.3, BP314,11%/43, BPRTUD3.4 Bearing Plies 4 CNW318, CNW112, CNW5/8, CNW314, CNW5/8.1/2, CNW3/4-518 Coupler Nuts 6 CTUD55, CTUD05, CTUD66, CTIJD76, CTUD76, CTUO77, CTUD87, CTUD88, CTUO97, Coupling Take -Up Device CTUD98, CTUDW 6 N3, N4, N5, N8 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4S, RTUO5, RTUDS, RTUD7, RTUDS Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW35 Take -Up Washer 10 URS3 310" Uplift Rod Run TI•down System 11 URS4 112" Uplift Rod Run Tiedown System 12 URS5 SA" Uplift Rod Run Tbdown System 13 URS8 3/4" Uplift Rod Run Ties own System FL#10441-R6 product Model, Number or Name Product DasdrlMlon 1 DTT2 Hold-down 2 HDC1014, HDC10P22 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HDU2, HOU4, HDU5, HDU8, HOU11; HDU14 Hold-down 5 HPA28, HPA35 Strap-o" purlin anchor 8 LS7HD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PAX PA51, PASS Strapi4tyle purfin anchor 10 PAI18, PAI23, PA128, PAI35 Sbr"tyle purlin anchor 11 STHD10, STHDI ORJ Strap-aryb hold-down 12 STHD14.. STH014RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated IZSW2oz0 For direct Inks to all SST spPto rdt Islet below, CLICK HERE For additional information regarding Flarides Statewide Product Approval System end Mami-Dads County Notice of Acceptance (NOA). CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 6,V8" to 22 L13AZ series hangers Top flange hangers available In width of 1-9116" and heights ranging from 9,V18" to 13.1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.114" to 8- 7/8" and heights ranging from 9" to 33-1/7'. 24 MEG6, MEG7 series hangers Top flange hangers available in widths ranging from 5-1 J4" to 0- 7/8" and heights ranging from 9" to 32-1/7', 26 MIT ashes hangers Top flange hangars available in widths ranging from 1-9118" to 5- 1/8" and heights ranging from 9.1/4" to 24". 26 PF, PFB, PFDB. PFDSB series hang ere Top flange hangers available in width of 1-9118" and heights ranging from 3.TS" to 7.1/8", 27 RR Ridge rafter connector 28 WP sorbs hangers Top flange hangers available in widths ranging from 1.9116" to 7- 118" and heights ranging 9-1/4" to 32". FL#10660-R5 Product Modal. NuM bar or Mama 1 ABA44, ABA44R, ABA48, ABA48R, ABA06, ABA88R 2 ABU44; ABU44R, ABU46, ASU40R, ABU5.5, ABU5.8, ABU65, ABU66, ABUWR, ABU88, ABU88R, ABU1010, ABU101DR: ABU1212. ABU1212R 3 ABW44Z, ASW44RZ, ABW48Z, ABW4SRZ, ABW667, ABW66RZ, ABW7.7 4 AC4, AC4R, ACE4, ACB, ACBR, ACES 5 BC4, BC48, SC4R, BCB, BCBR, BC8, BCS2-2/4, BCS2-3/6 8 CB44, CB48, C848, C868, COSS 7 CBS044-SDS2, CBSQ46-SDS2, CBSO86-SDS2, CSM88-SOS2, CBSQ88-S= 8 CC, ECC, ECCU Series 9 CCOSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT6eZ, CPT88Z 11 EP844A EPB44, EPB46, EPBW 12 EPS4Z 13 LC644,LCBe6 14 LPC4Z,LPCOZ 15 MPB44Z, MP881Z, MPBeaz 16 PB44, PB44R, PB48, PBW8 PB68R 17 PBS44A, PSS48, PBS88 18 PBV6,PBV10 19 PC44-1e, PC40.16, PC48-16: PC64.18, PC88.1e, EPC44.16, EPC48-15, EPC46.16, EP084-18, EPCeS-18 20 PC4Z, PC4R7, POW, PCORZ, PCSZ, PG8R7_. EPC4Z, EPCBRZ, EPCBZ, EPCBRZ, EPC8Z, EPCBRZ 21 PPB44.42, PPB"SZ 22 RPBZ Product Dissertation Adjustable Post Base Adjustable Post Baas Adjustable Post Bare Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.114" to 9.17 and Vv2 ranging from 3.5/8" to 7-1/2" Screwed column caps with W1 ranging from 3.1 /4" to 9.1/2" and VV2 ranging from 3.5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retroft Pat Base Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30n020 For direct Inks to lit 3ST approvals Rated below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and MOM -Dade County Notate or Aorefptance (NOR), FUCK HERE. FL191044&R8 as Product Modal. Number or NemaPrioduaOrnecrintlatt 1 A21, A23, A33, A34, AX A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APVBW. APBWR, APB88, APS88R, APB1010, APBl01OR, APV844, Outdoor Accents Post Bases APVB44R,APVB88,APVS66R,APVS88,APV688R,APVSIOl0,APV8101OR 4 APOJT2-4, APDJTZR-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.8, Outdoor Accents Dock Joist Ties APVDJT2R-6 5 APHH46, APHH40R, APHF1610, APHH61OR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, APT$, APVL4, APVL6, APVT4; APVTB Outdoor Aomnts L and T Beam -to -Column Ties 7 APLH24, APLH24R; APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CST2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT42: CJT5Z, CJTBZ Concealed Joist Tams 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4, FC8 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 10 H2A, H2.5T, H8, H10A-2, H1 OS, H14, HGA10 Hurricane Tles 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH8 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70, 1.90 Angles 21 LCE4 Post Cap 22 LS30,LS60,LS70,LS90 Skerwable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2:1, LSSR2.37. LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Sbpeable/Skewable Hanger 28 LTP4, LTP5 Tie Plebes 27 ML23Z,ML242, ML282, ML28Z,ML21OZ Angles 28 MMH$ Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RISC. RBCP Roof BoundaryClips 32 FIST-3 RoofIrl-Down 33 RTC=, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC; HTC4 Truss Clips 35 TJ037, TJC57 Truss Jack. Clips 38 22, Z4, Z44 Panel Sthfenor Clips FIL111110447-R5 Sea # Product Model. Num ber or Name 1 AHEP 2 DSC2R-SOS3, DSC2L-SOS3, DSC5R-SDS3, DSO5L-SOS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC422, HHRC4/1,81, HHRC44, HHRCS.2513.25, HHRC5.3713.1Z HHRC88 8 HRC1,61, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC416, THA422, THAC422, THA428, THA422-2, THA428-2 12 THA11.81)22, THAl2.06122, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2.4-SDS3, THJM2-5SDS3, THJU26, THJU28.W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3<N202o For raoM Inks to all 8ST approvals listed oelow, CLICK WERE. For additional InTamation regarding Florlda $ Statewide Product Approval System end Maori -Dace County Notice of Acceptance (NOA). CILICK KERE. FL#1048&R5 Sou # Product Modal. Number or Morris Product Description 1 ST. BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressionrl'ension Strap 6 DSP, SSP, TSP Stud to Plate to 7 H1, H10A, 42.5A, H3, H6, H7Z, H16, H165, H15.2, H18.26 HurricanoTiee 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2.SDSI.5, HSS2.2-SDS:, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoo 11 HST2, HST3, HST5; HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strop 13 HTSO18KTZ, HTSQ20K7Z Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 18 LSTI49, LST173 Straight Snaps 17 LT620, LT840 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTvnstStrap 19 MGT MediumGidorTledown 20 MST27, MST37, MST48, MSTeO, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, fril MSTC86, MSTC78 Straight Straps 23 MSTC4883, MSTOSS63 Pro -Bent Straps 24 MSTI26, MSTI3e, MS7148, MSTI80, MSTI72 Straight Straps 25 MTS12, MTSIS, MTSIB, MTS20, MTS24C, MTSW, MITS30C MediumTwlstStrep 26 NCA2k10-12; NCA2xl2-12, NCQW-16, NCA200-18, NCA2xl2-16 Bridging 27 RCW812, RCWB14 Wail Bracing 26 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Plata Tie 31 SPH4, SPHS, SPHS Heavy Stud Plebe Tie 32 S$1.5, SS2,5, S53, SS4.5 Stud Shoo 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST82W Straight Straps 34 T1320, T627, TB30, TB38, TB42, T848: TB54, TBW. TB80 Tension Bridging 35 TW810, TWW2, TW814 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tledamm 37 ViB100, WBIOOC, W912e, WB126C, W9143C Wall Bracing Product Descrlottal 1 C9142.374.5, CBH2.37x7.83, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Stud Connectors Gable Brace Connector Hip Corner Plats 3 HGU3.63-SDS, HOUS.25SDS, HGU5,50SOS, HGU5.62SOS, HGU7.00-SOS, HGU7.25- Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7A0-SD8, HHGU7.25SDS, Light SlopeablelSkewable U Hanger HHGU9,DO-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.5(/10, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I-Jolets Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU28-2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.8119SOS, HUCQI.81111-SDS, HUCO2ID-23DS, HUCO210-3SD5, HUCQ310- SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.299-SOA HUCQ5.25/11-SDS, HUCQ810- SDS, HUC0612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated t2/34=0 For direct Inks to ell 68Tapprovals teted below, CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance INCA), FUFIr HERE. FL#11468-R5 Product Model. Number or Name Produat Description 1 HHUS210-3, HHUS2104 Joist Hanger 2 HRS6, HRS8, HRS12 S1rapTies 3 HUCQ210-2-SDS, HU002103-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THGS3, THGBH2, THGBH3, THGBH4 Joist Hanger S THGQ2-SDS3, THGQ"DS4.5, THGQH2-SDS3, THGOH3-SDS4.5, THGO144-SDSG Joist Hanger 6 THGW3-3, THGW34, THGW43, THGW44 Joist Hanger FL#11473R5 Ang Product Modal. Number or Name, PrpduMLQ2wd= 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 Hid, HISS, 1118-Z H18-2S HurricaneTle 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMI0,HM9 Masonry mWitconnectors 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GiWafTetlown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, MSTA24, META40 Embedded Truro Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSN120 Twist Strap for Masonry FL#11j98-R5 Aga Product Modal, Num bar orName Product Damnation 1 DTT1Z Deck Tension Tie 2 H012, H019 Bolted Holdowns 3 HD3S, HD5B, HD7B, HD98 Bolted Hpklowme 4 HTT4, HITS, RT75-3/4 TonsionT(es 5 L719, LTT205, 1.71-131 Light Tension Ties FL#1 R5 Product Modal. Number or Name Product Description 1 5E&8x24, S37/8x24, SB1x30 SS Anchor Bolts 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB38, SSTBI BL, SST820L, SSTS24L, SETS Anchor Bois SSTB28L FL#13872-R4 As # Product Model. NUmberOr Nam$ Proouar Dasontnron FLAI Offi&R5 1 CMST12, CMST14, CMSTCI8, C514; CS16, CSI S, C820, CS22 Coiled Straps 2 HRSB, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI38, Straps 97 mil (12 ga) AN"product Modal. Number or Norma Product Deacriotion MST148, MST180, MSTI72, S/MST27, SJMST37, VMST46 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C HesvyTwistStrops 2 FRFP Flat Retrofd Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 3 GH46.8, GH4". GH46-6, GH48.8, GH410.8, 01-1410-8, GHS", GHSB-8, GH68.8, GH68- Girder Hanger 5 LSTA9. LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2118, ST2216 Straps 33 mil (20 00) 8, GH810.6, GH81D-8 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 4 GL85A, 01.1358, GLBSC, 01-860, GLB7'A, GL87B, GLSTC, GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 5 GLBT512, GSLTSI2, GLBT518, GBLT618, GLBT520, GBLT020 Glulam Bearing Plate 8 LTS12, LTSle, LTS18, LTS20 Light Twist Straps 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulem Bearing Plate 9 MSTA30, MSTA38, ST0215, ST6224, STB, STIZ ST18, ST22, MSTC28, MST040, MSTC52 Straps 54 mil (18 ga) 7 HGT-2, HGT.3, HOT-4 Heavy GirderTiedown 10 MSTC88, MSTC78, STS236 Straps 88 mil (14 go) 8 UFPIO.SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20: MTS30, MTS24C, MT830C Medium Twist Straps 9 URFP Universal Retrofit Foundatlon Plate 12 S1B1.56, &81,81, $82.002, S/BZ37, S/62.66, S1B2,68, S1B312, S/B3S8, 81133.62, SIS4,08, Top Flange Joist Hangers S/64.12, W84.28, S/64.75, SUM 13 S1BA2.1218, SMA2,12/101 SIBA2.12(12, S16A2.12114, S/BA4.1818, SJBA4.18/10, Top Flange Joust Hangers SIBA4;1&12, WBA4,181`14 14 SIH1A Hurrican$Tie 15 S/HD8S, SMD813, SMD10S, S(HD10B, SJHDISS, SJH0158 Holdowns 16 S/HDU4, WHDU8, SIHOUP, S/HOUl l Holdowns 17 SfJCT, SfHJCT Joist Hangers Product Description Concealed hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/18" to 3-9116" and heights ranging from9.1/8" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.518' to 7- 3/8" and heights ranging from 5-5r16" to 12-7/8". Face -mount hangers Face -mount hangers Skamad face -mount hangers available in widths ranging from 3. 118" to 5.1/8" and heights ranging from 4-3/4" to 15.314". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange Is concealed, Face -mount hangers Face -mount hangers available in widths ranging from 1-I1/18" to 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all model having width equal to or greater than 2-9116". Face -mount hangers NSimpson Strong -Tie 2020 FBC Approved Products Updated 12rJ(y=0 For dteot Inks to all 68T approvals Isted below,. CLICK HERE Fa addtionsl information regarding Flcddaw 's Statewide ProductAppral System and Maori -Dade CountyNotice of Acceptance (NOA), rr rcv urrac m 16 vmm S/LBV1.56, S1LBV1.81, SJLSV2.06, SJLBV2.37, SILBV2.56, S&BV2,88, S/LBV3,12, Top Flange Joist Hangers S/LBV3.56, SlLBV3.62. VLSV408. S/LBV4.12, S&BV4.28, SJLSV4.76, S/LSV6.50 19 S1LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 BIMST60, S/MST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plata Ties 22 SSP, DSP, TSP Stud Plata Ties 23 STC, OTC TrussClip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13W&R5 JW product Modal. Number or Name 1 CCQM3:82-SWHDG, CCTIM4.02-SDSHOG, CCQM5.50-SOSHOG, CCTQM3.e2-SDSG, COTOM4,02-SDSG, CCTOM5.50-SDSG, C=MI!1.82SDSG, CCCQM4.62-SDSG, CCCOM5,50-SDSG 2 E-CCLQM3.e2G4KT, ECCLOM4.62G.KT, ECCLQM5.5OG-KT, ECCLLOMD3.62G-KT, ECCL1_QMD4,62G-KT, ECCLLQMD5,6OG-KT, ECCLRQMD3,62G-KT, ECCLROMD4.62G- Kr, ECCLRQMD5.50G.KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM28.2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM2104, LGUM48, LGUM48, LGUW10 5 MBHA3.1219.25, MBHA3.12/11,25, MBHA3.56/7.25, MBHA3.56/9.25, MBHA3.56/11.25, MBHA&66/11,88, MSHA3.5W4, MSHA3.65/78, MBHA3.58M8, MBHA5.50l7.25, MSHA5.5019.25, MBHA5.50111.25, MBHA5.50/11.88. MBHA5,50/14, MBHA5.50/l8, MBHA5.50H 8 6 MBHU3.68/9:25, MBHU3,50/11.25, MBHU3,56111.88, MBHU3.66114, MBHU3.56116, MBHU3.68118, MBHU5.501g.25, MBHU5:50/11.25, MSHU5.50/11.88, MSHU5.50/14, MBHU5.50/18, MBHU5:50J18 FL411113975-RB gea # Product Model, Num bar or Name 1 SOW22300, SOW22338, SDW22438, SOW22458, SOW22500, SOW22e00, SOW22838, SDW22834 2 SDWC15450; SDWC15800 3 SDWH19300DB, SDWH19400DB, SDWHIWWDB, SOWH1980008, SDWH791000DB 4 SDWH274000, SDWH27870G; SOWH27B000, SOWH271000G, SOWH2712OUG 5 SDWS16212, SOWS18300, SDWS10312, SDWS16400 6 SOWS19800, SOWS19712, SDWS22400;SDWS22500;SOWS22512; SUWS22OW: SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 7 SDWSZ8300DS, SDWS2240008, SOWS2250ODB, SDWS22SODDB, SOWS2280ODS, SDWS2210DODB 8 SDWS22312DBB, SDVVS22512088 9 SDWS2730OSS, SOWS27400SS, SDWS2750OSS, SOWS276008S, SDWS27800SS, SDVM71000SS, SDWS2712WSS 10 SOWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Cape Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Deacrptlon Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX. HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Soraw Outdoor Accents Het -Head Washer FL015963-11113 AW Product Modal, Numberor Name Product Description 1 AS 16. AS 1885, AS 18S6 16 ga. Truss Plates 2 AS 2DHS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Ccnnoctor FL#15730-R4 2t&A Product Medal. Number or Name Produat Dowi adari 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-76, GW-100, GTH Gas-aQuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies POPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12rao/2d20 For direct Inks to all SST approvals Rated below, CLICK HERE For additional Information regarding Florida's Bt lowlao Product Approval System and Marty -Dade County Notice or Acoeptarroe (NOA),. �iejf,6 H9. _ 11 HUS, HUSC series hangers Foce•mount hangers avalbble In widths ranging from 1-5/8" to 3, gild" and heights ranging from 4.5/18" to 11 ". Concealed flange version (H USC) available for models having width equal to or greater then 3.9116". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718'to 3. 5/8" and heights ranging from 9.114" to 16'. 13 LGU3.25-SDS LOU3.e3-SDS, LGU6.25-SDS Face -mount hangers 14 LU24, LU2e, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21OZ Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9/18" to 4- 56' and heights ranging from 3" to 10.1 &16'. 17 MGU3,63-SUS, MGU5.25-51DS, MGU6.50-SDS, MGU6.62-SDS, MGU7.00-SOS Faoe,-mount hangers 18 MIU series, hangars Face -mount hangers available in widths ranging from 1.9J16" to 5. 1/8" and heights ranging from 6-15l18 to 1&1J2', 19 MUS28, MLIS28 Fso&rnount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from 1- 9/16" to 3-9/18" and heights ranging ham 3-1 f18" m 13.314". Concealed flange version (SURC, SULC) available for all double 2X and 4X modeb; only acute flange is concealed, 21 U series hangers Face -mount hangers available in widths ranging from 1-9118" to Wand heights ranging from 2.518" to I I.1W'. FL#10857-11e 8s0 4t Product Modal. Number or Name Prraduct Descrintlon 1 BA series hangers Top flange hangers available In widths ranging from 1-9/le" to 7- 1/8" and heights ranging from 7-118" to W', 2 DGSF series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 118" and heights ranging from 9.114"to 24", 3 DGF sories hangers Top flange hangers available in widthe ranging from 1-1 r2" to 3- $18" and heights ranging from 7-1 J4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1.314" to 3- SM" and heights ranging from 9-114" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to 8- 718" and heights ranging from 11" to 32.112. 6 EGO series hangers Tap flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-114" to 37. 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 8-7Z' and heights ranging from 8-1/2" to 28". 8 GLTV series hangars Top flange hangers available In Mdthe ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 32'. 9 HB series hangers Top flange hangers available in widthe ranging from 1441 e" to, 7- '1/2" and heights ranging from 8" to 37'. 10 HGLS series hangers Saddle hangers available in widths ranging from 6.114" to 8-78" and heights ranging from 10.1/2'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1171c, 32'. 12 HGLTV series hangers Tap flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/1B'to 3- 2118" and heights ranging from 18" to 2S'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.118" to 3-9/1 Wend heights ranging from 5-3/8" to 13-118". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I -W18" bo 5- 1/2" and heights ranging from 3-7/18" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/1 a". 18 HWP series hangers Top flange hangers available In widths ranging from 1-9J16"to 7- 1/8" and heights ranging from 5.318" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5-3t8" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16 to 3- SM" and heights ranging from 9.118" to 16'. 19 JB series hangers Top flange hangers available in width of 1.9f18" and heights ranging from S3/8" to 7.1 /4". 20 JBA series hangers Tap flange hangers available in width of f -9/16" and heights ranging from 9.3/10" to 13.118". Simpson Strong -Tie 2020 FBC Approved Products Updated 12/J002020 For drool Inks to Oil $8T approvals Istod below, CLICK HERE. Far oddtionel information regarding Florda's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), act rr .awe, 5 SET-XP Adhesive Anchor for concrete e Strong -Bolt 2 (STB2, ST82.4SS, STB2-$SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon Mal and Types 304 and 310stainless steel 7 Titan HO (THD-H, THD-HMG, THO-1-14199, THD-HBSS, THD-CS, THD-CS8S.S) Then HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 3D4 and 316 stainless stool, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Tien HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDS2Si68RH, THDS37156RH, TH037212RH, Then HD Threaded Rod Hanger for concrete THD50234RH,7HO10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#l$230-Rig AKIN Product Modal. Num bar of Norma 1 AT-XP 2 ET -HP 3 SET.XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THO.H4SS, THQ-HOSS, THO-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 &"I Product Model, Number or Name 1 X3481016-SK,X1S1Die, X191016.4K,X01S1018,XO7B101e-4K 2 XLQ114T1224,XLQ114131224-2K 3 XMQ11481224, XMQ11481224-2K 4 XQ114S1224, XQ11491224-2.5K X114SI224, XQ112S1224, XQ112B1224.2K 5 XU34S1010,XU348101"K FLN3&VO-RO IMI Product Modal. Number or Name 1 OSSCB43.5; DSSCS46, OSSCS48, DSHS 2 FCB43.5, FC845.5; FC847.5, FCB49.5, FCB411 6 3 FPHSD34S1018,FPHSD3481015,FPHSD34B1018-5K;FPHS034S1214, FPHSD34B7214, FPHSD34S12l4.5K 4 LSFC2.25, LSF04.25, LSFCB_25, SFC2.25, SFC4;25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC:4.25, SSC&25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8.26KW 6 RCKW3, RCKW5,6, RCKW7.5, RCKW3S, RCKW5.5S 7 SCS43.5, SCB45.5, S0847,5, SCS49.5, SCB411,5, MSCB45.5, MSCS47.5 8 SCS32-"7, SCS62.5/97, SCS62.6/118, SCS82.6/118 9 SCW3.25, SCW5.5 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 11 SS63.518 12 XLSH34BI 414, XLSH7881414 13 XQ1S1018, X0181016-4K, XQ1S1214, X0181214-3,5K, X078S1224, X07SW224.3K, XQ114S1224, X011491224-2.SK XQ112S1224,XQ112B1224-2K, X34B10le-SK, X1 S1018, X1 B1016.4K, X1 S1214, X1 B1214.3.5K Product Description AT.XP High -Strength Acrylic Adhestve for concrete or masonry ET -HP Epoxy Ad her" for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HO Heavy -Duty Screw Anchor for concreter available in 304 or 318 stainless sleet with hex head, and 316 stainless steel with countersunk. head. Then Turbo Screw Anchor forconcrete or masonry Product Descnntlon 410.18 Strong -Drive, X Metal SelF-Drilling, Tapping Screws whit 03 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 DrII Point and Larger Diamotar Hex Washer Head 412.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex i1i Strong -Drive XMaul Seff Drilling, Tapping Scrowe with N Drill Point 010.10 Strong -Drive XU Metal SeA-Drilling, Tapping Screws weh #1 Drill Point Product Dow rioNon Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10.18 and #12-14 Strong -Drive FPHSD Framing-tc-CFS Sell - Drilling, Tapping $ore" Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slida-ClIp Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Soh -Drilling, Tapping Straws #10.18, 412-14, and *12-24 Sbong-Drive X Metal Self -Drilling, Tapping Screws Cl) O V L CD Q a O 0 C to O O C O Q O CU O l.l_ 0 . N Cn `is, (D � 02 � O Q I� r- CCnU .0 ._ �/)IBM V 8_ Q W J G e' W L_ - o 0 CO L.)c".+ c - 00 a< N O N cc 4 � d d � C C ro ci U CIO cc r= y rC >^ -Q ..n y E ra o U C3 O E Z CDICU CIO O L O iQ C 2- ��1 W L) W CL F- O LCU W W Z Z Z Q J 0- 27.2022 SHE T PA 1�2 M MM rautr•-DAW COUMT PRcvvcrca@ '111:oL sEc lxN 11t05 SW 26'SmmK Rooin2d8 DE!'ARTUENT OF ARGUZATORY A" ECONOWC AESOpRM OLM )dkW Fkdk 11175-2474 SOARD AM COGR ADI TMKWK IYL4rlTlr T (726) 315-2 40 � (lid} 315-2509 NOTICE.CIF ACCEPTANCE (?VOA)+aav* PGT Indatsttries, Inc. 1070 Tcclmobgy Dchr , Norsk Venice, FL 3427S Ste: ThisNOAts.beangmuedwaderthe opplicablerulesandregaiaboaspveotiagmeuseofcombiachmma enals:.Tlar docunteaft iou .subanne+d has beenreviewed aid accepted byMiamt-Dade CowsyRER Pta4act Control Section to beusedinAfiamiDade onatyandotlworeaswhaesllow+edbytheAu1ho*Hav*gJv6m clim(AW). This.140Ashallnotbevalidatlertherxpiwfimdatestatedbelow.Thell =i41D& eCouwyProductCmt dSecfca (1n%ainiDadeCvudy)m&or4he AM (in areas odmw fimMi.qui Dade, Cmdy)mserve the right to have this productoarmakruiltested forqualitynav ancepugwees_lfduapromsoranderiatfa7etopedonnintineaccepted mariner,themanuradmwwill iucurdweapeaseofsucht andiheAWxaaynwzWiaeetyrev&e,modify,or suspend the. use of such product or material within their jurisdichon. M reserves the right to revolve this accef ante, if it is determined byMiatai- Ude County Product Conical Section that this product or material fails to meet the reqnimsents oaf the applimble.baitdieg code. This product is apptoved as dem=bed hewin andhas bum desired to comply arils the Florida Building Cade, including the High Velocity Hurriiesae. Dw- DEscltnmON: Series "$67012770" Vinyl Sliding Glass D?aw (Rcieforeedj achro go10 & imp caraws-iau AP>rIt+OVALDOCUMENNT Drawing No. 3AD-55W.0 Rev19, tilled "Vinyl %diggGlass DoorNOA (LW, sLeeu 1 through 21 of21,prtloaredbymsanu dum, dated 10/05115and last revised on 0MIQ1, signed and sealed by A. Lyme Miller; PE., bearing &e Miami Dade CouutyPt Auet Control Revis a" with the Notice of Acceptance nunber aid expiration date by the Minn -Dade C udy Product Control Section MISSLLE IMPACT RAT WG: Lions and S1maR Nkdk Impact Rtai iNat Limaitatioaw: 1. See table 1(sheet 7) and table 2 (sheet-lV forappiicableS4D unit eizm design pammms,, wiaforcan ents ()JIM glass "s, sill.riw (see tables B-1 & 13-2, skeels 7-S} and. aw or layout sheets vegair emeais is 11 thru. 16- 2. RipdVAu1e.PVC, Tau (I4as►white) Rigid PVC andBtowucoated(Paimedorlamiaated) while Rigid PVC to be labeled per n*rencedNON't rcquiretiaeats. 3. Egress operable doom nw t ecw#y with ram clear wuftor he* perFBC requnanent, as appiicablr. 4. Po&et w&16 under separate apprmal, to be revie iedbyBuildiag ofEcial L MUMING: Each unit Shall bear a peminumt label with the wool Aacttues'sname or logy city, stale and series and folbawing statement y'N iantiDade Coady hoduct Cc nkalApp ovieC, toted herein. RENEWAL of duaNOA.shall be considered after a reaewai applimtim has been, f&d.ana*we hm beenno chomp in rite appticablebuildi* codenegstively aff+wfi" the petfou=we ofthis product. TERAGNATION of this NOAwill occur after the expiration date or C *e has bees a revision or change in the materials, use, andVermtmtfietureofdieprnductcrpr;mmss.lV EofthisNOAasaneaadonsewmtofm'psodact, for sales, .adtra*swgor-my o6mpurposes"steutons callytermmledusNOA.Faal mto. .comply With any sectionoftbis NOA AM be clause for; *nnmd oonw0mnova1afN0A_ AD-vERTnEm&Vi: The NOAnunim ptm aded by ** wends m miDade County. Ftotids sod followed by the expi rap im date nmy be displayed in advertising lireaat we. If anyporioaa of the NOA.ss displayed, then it shall be donor in its enikety. INSPECTION: A cMof this entire NOA shallbep rovk1ed to the user by* a nuwv&c kww or its distobastoirs and shall be avididk far iwpectiaa at Ie job site at thee retest of dieBWhung Off ciaL This NOA revises & rewws N0A#204429.05 and ccusists of "page 1 and evideme pops E-1, E-2, E-3, E4, E-5 & E-6 as well as approval document mentioned above. The submitted dmumeaution was mviewed by Islaaq I Cbm(* P.E. NOA No. 11- 2K,03 l ,r Eipiratips Datat. Apri)14,1826 Approval Datt.Marck 26, 2021 Page 1 PGT adns&k%Uc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under pr evious.submittal A. DRAWINGS 1. Drawing No. DAD-5570.0 ReirB, tifed `Vinyl Sliding Glass Door NOA W", slueels 1 Haugh 21 of 21; prepared by m mufacturer dated 10105115 and last mvised am /1212 040, signed and scaled by A_ Lynn Millen; P.E. B. TESTS 1. Test reports am l) AirIaSltraition.Test, per FBC, TAS 202-94 2) Uniform Static Air Preswam Test, Loadingper FBC. TAS 202-94 3) Water Resistanae Test, per FBC, TAS 202-94 4) Large Missile Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressm Loadingper FBC, TAS 20394 along with madmdup drawings and diagram of all PGT Ind, Inc reptrsentatitPe units listed below and tested to qualify Dowsii 791 and Dowsit 983 sili,coDm, pmp ued by Fenestratim Testing Laboratory, Inc., Test Reports No_: F17-7897, PGT PW5520 PVC Fixed Window (unit 6 is pry), dated 09/03114 FTL-24-2107.1, PGT SGD780 A1tm imun Sliding Glass Door (unit 7 is proposal) FTL 20- 2107.2, PGT CA740 AhwL Outswing Casement Window (unit S in p FTL-20- 2107.3, PGT PW7620A Alumamma Fixed Window (unit 9 in proposal) and M-20-2107.4, PGT PW7620A A limumn Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E_ C. CALCULATIONS T. Anchor verifu== cakplatiorms and structural analysis, auovlymg with IBC 70 E"n (2020), dated 04/22/20, p mpared by manufacturer signed. and seated by Antbo ny Lysm MRkr, P.E. 2. Glazing complies with ASTM E 1300-04, -90, 42 and 46. D. QUALITY ASSURANCE Miami -Dade Dot of Regulatory and Economic Resources (RER): E. MATERML CERTIFICATIONS 1_ Notice of Acceptance No.19-0W-02 issued toKm7aray America, Inc. fortheir "Trosoifolt [tltracWr, Clear, and Color PE"B Glass Int+erlayers", expiring on 07/08124_ 2. Notice of Acceptance No.17-080&02 issued to Ktmaray America, Inc. fortheir "SeattyGlasS (Clear and White) Glass Inte rlapttrs", espititlg on 07104/23. 3_ Notice of Acceptance No. 1S-1106.10 issued to Vs -ion Extrusions Lmnited for their - "Brown Coated (Painted. or Lambataed) . White Rigid PVC Exterior Extru s for Windows and Doors", egg an 09/30124. 4. Notice of Accqftnce No. I8-1106.11 isaue�d to Visim Extrusions Limitedfar than series "S4E 1000 Tan 202 and Voter shades (Neer-Whi*) Rind Coltd r PVC Exterior Extrusions for Windows and Doors", expiring on 12P-9t21. Li.q L C1Ysa42, ]P.%. Product Conceal Raft Supervisor NOA No. 21-8205.03 EalsicationDatt: April 14, 202>6 Approval Date. Marsh 23, 2021 E -4 PGT Industries. Into. NOTICE OF ACCEPTANCE: EMENCE SUBhIITTED 1. Eydence submitted. under previous NOA A. DRAWINGS 1. Manufaecttanet"s die drawings and seeti ms. (Submitted anmderA40A.VaL 11-0107. 04) 2_ Drawing No. MD-5570,0, titled `°Vuxyl Sliding Glass Do" NOA (IW, sheets 1 through 21 of 21, wed by manu£actu rr, dated M05/15, with revision A dated 04105/17, signed and sealed by A. Lynn 11 llet, P.E. B. TESTS 1 _ Test re post on 1) Uniforl Static Air Pressure Test, per FBC_ TAS 20294 2) Large Musilr Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along wftitmadaed-W dowi gs and instate diagram ofvmyl sliding glass dom. prepared by Fenestration Testing Lab, I=, Test Report No_ FTL 3717. dated 12107115, signed and sealed by Xdalmis Ortega, P. E. (Test revised. on 02/15116 and 02124116) 2. Test report on 1) Air Infiltration Test,. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Ike Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presme Loading per FBC, TAS 203 94 6) Forced Entry Test, per FBC, TAS 202-94 along wfth ma*ed-W draw and installation. dfa p m ofvmyl sliding glass door, prepared by Foestration Testing Lab, Inc, Test Report No. FTL 85.46_ dated 1 IAW15, signed and seated by Idalmis Ortega, RE. (rest repos t reAnd on 01 M4116 and 02111 /2016) 3, Test report on 1) Air Infiftratim Test, Per FBC, TAS 202--94 2) Unifaam Static Air Preswr a Test, per FBC, TAS M-94 3) Water canoe Test, per FBC. TAS 20294 4) Lap Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind �iesswe LLopayd�lin'}g',�peer FBC, TAS 203-94 6)FamedClary Ted, per.413C, TAS 202-94 along with maftd-W drawings and instaliatfain diagram ofvmyl sliding glass door, Prep by Fm *atiaa Testing Lab; Inc., Test Report No_ FTL 8g47, dated 12/t}4115, signed and sealed by Id onus Ortega, P. E. (Test report revised on 02A5116) 4. Test report on 1) Air-Infiltratim Test, per FBC, TAS 202-94 2) Uniform Static Air Pmsme Test_ per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-% 4) Lie M=1e .leopW Tear prrFBC, TAS 20194 5) Cyclic Wind Ptessm a Loading per FBC, TAS 203 94 6) Forced Entry Test, per FBC, TAS 202-94 along withmtasW-up drawings and mstWhtioa► diagram ofvmyl Biding glass door,prepated by Fenesuation Testing Lab, Inc- Test Report No. fill 8548, dated 12M/15, signed and sealal by Idalmis Ortega, P. E. (Test report w0sell an GIAW16 and 0211111 b), laaq L c3mads, P.E. Product Control U-Sit Supervisor NOA No.. n_029SA3 Espirod"Dow April14,1A28 Approval Dates Morey 25,1021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. E. MATERLAL CERTIFICATIONS (continue) 5. Quanm Part Sum bacgl' SbMdard complyingwith ,ASTM C518 T�mal Conductivity 0.881 BTU-is/ltL-ft? , ASTM F 1249 WVIR Pass, ASTM D3985 Oxygen -Pass, ASIM E 2190 I.G_ Durability -No Fog -Pass: {3u5jrtft rd sender prei*xs X10A Na 154409. M 6. Quamex Fart ra aseaiI complying with ASTM C518 T3temul, Conductivity 2.22 BT 4n/ hr.: fe-°F, ASTM F 1249 WVIR Pass, ASTM D 1434 Argon Pmneance-Pass, ASIM E 2189 I.G_ D nabilityNo Fog, ASTM E 546 Dewy Point Development 20OF in 48 his. (Subivifled under A'"ta 4 No. 1S-0409.05). 7. Vision Extrluinns, Ltd. Parts complying with PVC-AAMA 303-13, Votamta y Specificatim for Rigid Polyvinyl Chloait (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Emkrior ProCtk Certification Program_ (Snbwftd under NOA No. 15- 0409 03) 8_ Vision Extrusim, Ltd. Parts implying with PVC--AAMA 303-13_ (Serbs bob snider ATOM No. 15-040.05) 9_ PVC-AAMA 303-13, Voluntary Specification for Rigid Po4yviuryl Chloride (PVC) Exterior Profiles for Vision. ens, Ltd_ VEX 1 by AAMA Fenestration Exterior Profile Certification Program 10. Notice of Acceptance No. 18-1217.14 issued to En rgi Fenestratitm Solution, USA, be. for their `Tan 3040 & pipit# shade (son -white) White Rigid PVC Exterior Extrusions for Windows and Doors'", on 02�0412.i. 1L Notice of Acceptance No. 1"122.02 issued to Energ) Featstratim Solution, USA, InG, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors", exp°img on 0242M23. 12. Nona-- of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Im. fir their "Imam & Not shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 0446125, F. STAT'EM LN-rS 1. Statement letter of conformance to FBC 7* Edition (2020), dated 04i X20, issued by mamficimer, signed and sealed by AntimonyLynn Mtlles� P.E. 2. Statement letter of no financial interest and -of independent, rued bymammi2duoies. dated 04/100., signed and sealed by AnthoanyLynn Millm, PE. 3. Private Labeling Agreement doctrnneat between PGT dated 03/30115 and sigoed by all involved parties G. OTHERS 1 'Ibis NOA revises NOA# 17-8420 06 (PVTw/CGl) and updates to FBC2020 (7* Edit*, eViring 0412W _ 2_ RER Text p mposais #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, PE, expiring 041I4121 _ �."A7 bb"'L elm, m Product Caaw f Tait Sapersism NOA Nor 21-0285.03 Expirsties Batts ApAl 14,2026 Approval Dstei klarch.25, 2021 E -S NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report out 1) Air InfilatAn Test, per FBC, TAS 202-94 2) Uniform Static Air Pnesme Test, per FBC, TAS 202-94 3) Water Reastanoe Test, per FBC, TAS 20294. 4) Large MiWk Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203.94 6) Forced Entry Test. per FBC, TAS 202-94 along with madmd up drawings aid iastallatt n diagram of m rryl sliding glass doer, prepared byFenestratim Testing Lab. Inc, Test Report No FTL M9, dated I VM5, signed and sealed by Idaknis Ortega, P, Er Nest sepaat revised on 120145 and 02111116) 6. Test report an 1) Air Infiltraton Test, per FBC, TAS 202-94 2) Unifoan Static Air Pie Test, per FBC, TAS 202-% 3) Water Resistance Test, per FBC, TAS 202-94. 4)Large Idissile Impact Test perFBC, TAS201-94 5) Cyclic Wind Presswe Loadingper FBC, TAS 20394 AM withmarlmd-up drawings and instaltatian diagram ofvmyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 9552, dated 121(i4 M, steed and staled by Idahnis Ortega, P. E. (rest report revised on 02/15,2016) 7. Test report on 1) Umform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missiic Impact Test per FBC, TAS 20194 3) Cyclic Wind Pr ssw a Loadingper FBC, TAS 203-94 along with marked -up drawings and installation dial of'vinyi sliding glass door, papareed by Fenestration Testing Lab, Inc., Test R.gxnl No. FTL "38 (samples A-1 tbru A 22), dated 11 /19,110, signed and sealed by Jorge A Causo, P. E_ (Suhmiwid under NOA No 11- 010 04) 8 Test report on 1) Air bif Notion Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, pef FBC, TAS 20294_ 4) Large hfissdC loVact Test perFBC, TAS 201-94 5) Cyclic 'R'md Ponsme Loadingper FBC, TAS 203-9+4 6) Forced Entry Test, per FBC, TAS 202-94 y�drawings and itistallatim F�7nyl s�atbFenesbation Testing Lab Test Report No_33(ampA-1tluudoor; dated 1210 40, signed and sealed by Jo«rgye A. Cam, P. E. (Submnad under N0 4 Xe.11- 0107.49) C. CALCULATIONS 1. An+char veri icatwoa calc uiatiow and structural analysis, comply" with FBC-2014, pee red by PGT, dated 12A09/152nd fast revised on 02/15/16, sig led and sealed by AudmyL. M ller, P.E. (Suaxrf if und#orNOANo. .15-1214.aij: 2. Glazing comas with ASTME-1300-09_ � d�ijq ►9.L. isiaq L Ch ads, P.E. Product Caatrol tVt Supervisor NOA No. 21-020S A3 Expirad"Datex April14,2026 Aff"*al Doha A3arch 15, 2021 E -2 PGT hulmtries, tine. No 4 R_ Ca_ L. o-1 151 a K. U14.5011— si_ .: s 1 !. 1 3. New Evideare Submitted A. DRAWINGS I. Drawing No. DID .5570.0 Rey B. titled "Vinyl Sliding, Glass DaaorNOA (LM)", sheets 1 througf121 of 21, prepared by maaufactwer, dated 10/05115 and last wvised on 02A)Ial, sigited and sealed by A Lynn Miller, P.E. Note: This revision consists replacement of same nistfng installation sueulr with.flat head_ B. TEST'S 1. None- C. CALCULATIONS 1.. NOW_ D. QUALITY ASSURANCE 1. 3Vr mi Oade Department of Regulatory and Ecs now Rewumes. (KER). E, MATERIAL CERTNICATIONS. 1. Notice ofAc:eeptanceNo- 19-0305.02 issued toKuraray America, €me. fartheir "TrosifolS Ultra clear, Clear, and Color PV'B Glass Intieriavers , editing on 07MSn4. 2. Notice of Acceptance No.17-0808.62 issued toKurarayAmerica, Inc. for their aSenh-yCLst (Clear amid'%Wb) Chu Lrterlayers", a gxnag on 07104 23_ 3. Notice ofAooeptance No_ 18-1106.10 issued to Vision Eahu.soms Limited far drape `Brow Coated (Painted or Laminated), White Rigid P% C Exterior Emmons for Windows and Doors", expiring an 09/30/24. 4_ Notice ofAcceptaixr No.19-1106.11 issued to Vision F-Urulsions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -While) Rigid Cellular PVC Exterior Emtrusions for ViUdows and Doors", cqidng an 12t29121. F. STATEDKN-IS. i_ Statement letter of conflonnance to FBC 71 Edition (2020), dated 02i01121, issued by .. uftchm, signed and sealed by Anthony Lynn Miller, P.E. 2_ Private Labeling Ageemelt dated 03108121 between PGT bxhmarim Inc. and CGI Windows and Doors Ion., signed by Dean X R,11adr, P.E.. V.P. Eiigrtleam& on behalf of bogthatnes. G. OTHERS L Tins NOA revises & renews NOA# 20-0439.65 MA w/CGI , el*ring 04n4/26. 2. The current associated PLA CGI file #21-0205,01, expiring 04/14126. E -6 15t,.? (' C4?n-A- uaq I, C31206, PE. Product Contra Leah S"Wrlisor NOA No. 21-0266.03 Ezpiratloa Date; April 14,2026 Approval Date: Mardi 1& 2021 PGT hdodries, lnc, NOTICE OF ACCEPTANCE: E11DENCE SU SNO TTED D. Qit.4►LTIiG' ASSURANCE 1_ Munn Dade Depadment of Regulatmy and Economic Res Rirm (R.F.R). E. MATERIAL CER:THICATIONS 1. Notice of Acceptance No.1_5"528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 0&13/15. exprriing on 09130119. 2. Notice of Acceptance No.16-020.08 issued to Vsiorl Extsosiah Limited for their MR'£ 10000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors"; dated 120116, expiring on. 12129121_ 3_ Notice .of Acceptance No.15-W28.15 issued to Vision Extrusion Limited for their 'Brown Coped (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 09113/15, expiring, an 09130/19. 4. Notice of Acceptance No-1"712.02 issued to ENERGY Fmestration Sobtkm USA, Inc. foor then- "TAN 3040 and Lihtrer Shades (Non-MIdee) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, etpuing an 02/001. 5. Notice of Acceptance No.16-0712.0;4 issued to ENERGI Fenestration Solutions USA, Inc. for drape "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116. egW-ug on 0411CV20. 6. Notice of Acceptance No-1"712.03 issued to ENERGI FenestsationSoliftm USA, Inc. for their "Whitt Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, aq*ing on 021Z8r1 S. 7. Test reports No(s).10-002-742(A), 10464 0527, 535753-09, per ASTME-84, ASTWD1929 and ASTMD-635, issued byEXOVA to Vision Bdrusion for cellulosic con43osite material. (Submitted under ArOA ATa 11_6147. #4) S. Notice of Acceptance No.144916.11 issued to Kurxay America., Inc. for their "Sentgy-Glast (Clear and White) Interlayer", expiring on 071"18. 9. Notice of Acceptance No.16-1117.01 issued to Kumny Aga, Inc- for their "rre&elt Ultraclear, Clear and Color P%'B Interlayers", cq*ing an 07M/19. F. STATE3HNTS 1. Statement letterofconfommanec withFBC-5ikEdition (2914) andFBC-61*Edition (2017), issued by marwfactum dated 08/14117, signed & sealed by Lynn Miller, PE. 2. Statement letter ofno financial interest, dated 04/111+17, issued by manufacturer, signed & sealed by Lynn Miller, P.E.. 3. Lettt+erof tab comphanct part of the above test reports. 4. RER Test Proposal No.17-0397, dated 05/05/17, signed by Ishaq Ganda. F.E. G. OTHER. 1. Notice ofAcceptanc a No.15-1214.01, issued to PGT Industsiess forth& Series "5370i2770" Vinyl Sliding Glass Door (Reinforced) - eagp tb:g on 044+412L . � � � � �? n •1�. Ia%aq. L 13aade, Par. Product Control 'Unit Supervisor NG No.21--0209.03 Expiration Dat.r April 14, 2026 ApppiovaIDalai &lank 26,2011 E -3 N N Cnj a) U � CD O a 0 O c . � CU U -a �- to t- 'a 0 0 N 0 C O � cD LL O p .N C � Q -ICU— CO < a z Z W J 0 0 ci n. u a 000000 A . •o H �o ! SHEET NO. PA 1.3 May 27, 2022 M,IAM�MGIf1DE MIAMI-DADE COUNTY r PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Su=% Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.Yov/eg"= Cast 1. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast -Crete 5. USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, tided Precast and Prestressed Lintel Details , sheet 1 of 1, 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details 11, sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-52 9- 94, prepared 1. None. 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. 304044 dated 04110103, signed and 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, 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. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E, signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke fy pe prod jD. C. CALCULATIONS QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 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 t�ami-Dade County Department of Permitting, Environment, and Regulatory Affairs, 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Perrino, 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 1 through 3 of 3, prepared by Craig Perrino, 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 B. TESTS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cart -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. 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 D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 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. MATERIAL CERTIFICATIONS F. OTHER be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08/08/17, signed &sealed by Craig Perrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and i E-5 as well as approval document mentioned above. elffiy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. CAlettay A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. Pr uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor &"1 NOA No. 20-0630.15 NOA No. 204630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 C= Expiration Date: 09/1 M2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 o jAo l 2e 2 o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. oftelmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 2040630.15 Expiration Date: 09/11/2023 Approval Date: 08120/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lzami-Dade County Department of Regulatory and Economic Resources (REIN. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CY Helmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 N N co O� (3) L) N 0 O c .0) C 5 U -p Ci to C CU CB CA 0 0 O o — Qi CQ O CU p > Cn cn a)� 02 Q. CU CU Cn Q f MWI z z W J N N 0 N cca 0 c.� O O Q� CU 0 L CL C. Q 0 0 May 27, 2022 SHEET PA 1NO.A - Z� �T_ILTEC 0 i m TILLIT TESTING & ENGINEERING COMPANY WATTRR A. TILLIT, RL, FXsL __ __ ___ - ___ ___ - __ _ Wl FLPY ��LGOT 44147 n C.A. U M, 00DI PRODUCT EVALUATION REPORT REPORT Ni 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURElil Qlobal Protection PrQducts Ll 4800 S.W. 51 Street Davie, Florida33314 1. PURPOSE -OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 11906) to the Global Protection Products, LLC. Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation - This product is bell issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Flnrida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE-SMBMITTED; 2.L_PRQDVQT_EVALUATION DOCUMENT (P.Il Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I that 2(3 of 26 prepared by Tilteco, Inc.; signed and scaled by Walter A- TilliL Jr., P,E.; dated 07i28/2020. This drawing is art integral part,,0,TlJP,IS,1,, Evaluation Report. 11"I"p, A. rQ ,,, ,0 \� . ....... / ,I, \,'... - ", ", * , , , ,�� , - , � .,. ., i-N C E lv,�e- - -..-�?n!�� - - � , . . _ - . = - 04 1 .-. No. 44167 " . I .ze , , til . Ze - I � * . i 3/2 4 _'. __ - .. + z - I -1 -P -. - - 1, Or ." �F . ('�� , S, 4:.... -'4 OP. I I] IF, -, (" �z . 1, - . I " es S ... ijj�o . - "\ 1Z. I 5\W' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - 1`�"1(9 . , I PRQWX1XVALUA1EQXREP0]il 20-0� 2 U, TEST REPORTS: Large missile Impact and fatigue load tests were perfouried under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports III 96-569 dated 08/09/1996, #96-570 dated 0911811996, 1196-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc.. dated March 13. 2009, signed and sealed by Frank Grate, P.E. 2a-&TRUCTURAL ENGINEERINOIGALCMIATIORS; On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and ir accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, dated 11/03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE - Large missile impact under section 1626 of the Florida Building Coda, as per TAS 201 Protocol. 4- WIND LOADS RESISTAN-GF- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E_l 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. 1ANS-TAL-WIOIN: Installation shall be periormed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document i drawing No. 20-176. Minimum separation to glass .shall be as indicated on sheets 8, 14, 16. 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. ",%011111fli'l,"", "', ,it. P, Til " "', �x ..:..... /1`1 l!". '_10 \11 . -I 1. W . ,/ I, . .� 0 - 4�:i�..`,Y,Ell -..: % (-, :�) & -.- , e * � J � ' [" ' `�_ - i �-4;i '-. � . .M167 , 1 -7 . � * ..*- lk .Ki STATE OF .---�g` .1 , 111 , IV S,10�e,'-.!100 ..'*,* . .. I 1, .6 ........ \NQ� 'r "*,% 810 N A`L. �: ,,I0 '101104111111011, I __ . __ - - - GEl NQTl 0 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE i0 A," -GNA&blzmLlnx-nm PAN115) EXISTING WALL. ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAN STRUCrUFaE BEHIND SUCH PANELS, REL SHOWN ON THIS PRODUCT EvALUATKM DOCUMENT (PED) OAS BUN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN III AND IN i ACCORDANCE Was THE 2020 (711, EDITION) Of THE FLORIDA BULLOCK CODE (C) M 1xi M= -LM& iI?EQ1Fr_W%AA9_A___2J1&_Vl - I/ AIFICHM. AS MMRJFACT)RED BY I.TW. 8RAUDCX. INC, TAPOON DESIGN WR40 LOADS SHALL RE DMAMINED AS PER SECTION 16?OOF THE ADM MENTIONED CODE. _ ,,4'0 FOR A WIND SPEED AS REOLIRED BY THE 4VIRISDIC"i MEF4E THESE SHUTTERS WILL K INSTALLED AND 4-10 PANDUMATE FEMALE F.D. A14D PAMELAUAT PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS FOR A OMECTIOKftJTYFACTUR Kd-095 USING ASCE 7-16 AND SHAII NOT EXCEED THE MAXIMUM (AIS.0) - 114'0 LAG SCREWS PER NO DES I PRESSURE RATINGS INDICATED ON SHEETS 7 TWO i2. 14. 15. 4, TV III 20 - 1/16". v S/Sr WOOD SUSHING AS OTIVINEFUTED BY ALL POINT SCFl GMT Lit SPECIALTY GO, IN ORDER TO VERIFY THE AMA CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED MY AWE 7-16 C 1) MMMUM THREADIED PENETRATION INTO WOOD Or TAPCON ANCHORS 94AU BE 1 1/2- AND 2- FOR Ii PANCLIFFATE PLUS SKILL BE FIRST REDUCED TO AS 0 DESIGN WIND LOADS BY MULTEPtYING THEM BY 0.6 IN ORDER TO AND PANELMALE FEMALE O. COMPARE THESE W/ MAX( (AS D) DFSFCN PRESSURE FLATMS INDICATED ON SHEEM 7 tHRV 12, 14, 15, ]it. 19 Ac 20 C.2) MERIEFFAUM THRMO PD&MTOR OF LAG SCREW, INTO Is[ WOOL) FRAME IAM SHALL IN, 1 1/7' NO THREADED IN ORDER TO VERIFY THAT ANCHORS ON "'S P ED AS TESTED WERE HOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUFFIFFILD 11HREADFID PERETRA"OH SMSS FOR WIND LOADS FWAS, Ill USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD AFS W� DETERMINED PI ACCORDANCE WITH ILDS 201111 C3) MTHRUM EDGE DISTANCE OF LAG SCRIM, INTO WOOD SKILL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIT. SECTM61626 OF - - 0 - THE ABOVE MENTIONITO CODE AS PER HURRICANE ENGINEERING A TESTING INC REPORTS 98- 5M, 96-570 as 9 -r3O AND CA MINIMUM PENETRATION Of WOOD BUSFWO; SHALL BE 5/8 1/4 -20 SCREWS USED SHALI RE 1 s/2 LONIC MINIMUM FENESTRATION TESTING LAS INC_ REPORTS LF1032 at 02126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO AS 'ELL AS AMERICAN FEW L48 Of SOUTH FLORIDA REPORT 0021 901-09. AS PER TAS 201. TAS 202 AND LAS 203 STANDAM C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE EXISt)W WALL. ANCHORS SKILL BE LONG ENOUGH TO REACH I fE FAIR! STRUCTURE BEHONI SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS TO K 601i ALLOY AND TEMPER (UNLESS OTMEIRRSL Ni SEE STIETTI 2 ANCHORAGE SHIAL-L BE AS MENTIONED IN C 1) . CL2) At C 4) 3 ALL ALUMINUM SHEET METAL USED At CLOSU*n SHALL HAVE 3105-14 ALLOY (0) ANCHORS SHALL BE INSTALLEo roLLOIREED ALL OF THE RECOVIAINDATIONS AND SPECIFICATIONS OF THE A40HORS AANUFAMMA 4 ALL STEEL SHEET METAL PANELS SHALL KAVE STRUCTURAL QUALITY STEEL ASTIM A-853 GRADE 50 MINIMUM. G-60 8 PANELS MAY Al BE P45TALLED HORIZONTALLY FOUOWING INSTALLATION DETAILS SHOM ON SECTION 3 THROUGH 10 (SHEM 4 GALVANIZED STEEL DIEW"TION W/FF- 56.5 .1 (AFTER ROLLED). THROUGH 6) EXCEM THAT HEADERS (2) a 0 SHALL HOT BE USED 5 ALL SCREWS TO K STAINFUESS STEEL 304 ON 316 FIST SERIES OR CORROSION RESISTANT COAM CARBON STEEL AS PER 9 IT SKILL BE THE RESPONS10l OF " CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE DIN 5NIO W/ 50 W YIELD STRENGTH AND W FIT TENSILE STRENGTH & SKILL COMPLY W1 FLORIDA BUILDING CODE ATTACHED TO INSORE PROPER ANCHORACT THIS SHUTTER SHALL ONLY RE ATTA04ED TO CONCRETE BLOCK 00 WOOD FRAME SrCT*N 24 11 3 34 BUILDINGS 6 BOLTS TO BE ASFM A-307 GALVANIZED STEEL. OR AlSt 3N SERIES STAINLESS STEEL WIN 36 I,H FRMMUW YIELD STRENGTH. 10 EACH REC4)LAR STORM PANEL WITH LENGTH$ OVER 8'-8 THROUGH 12'-4'. AS PER SECTIONS 6. EL 9 IF 10 AND ALIFIENATNES &*. THe ON SHEETS S. 6 & 12 RESPECTIVIELY: SHAUL MW A LEGIBLE 00 READILY VISIBLE MARKING RSTRUcnNG DIFFER OR I AWHl TO WALL SKILL FIE AS FOLLOWS TrHWAIOW TO SECURE PAWLS WITH APPL"at REINFORCEMENT DUR94G PCIRICIDS Of HURRICANE WARNING (A) TILIDWINQ e(DURLD-0til It THE INSTALLATION CONTRACTOR IS TO %Al ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT W� - I/! : TAPCON ANCHORS AS MINFILRACTURED By TM BUIli INC. (Ml� I 3192 FIT,) THE BUIUDIMC TO PREVENT W1NDi INTRUSION - I /4 I 7/8' CAi ANCHORS, AS MANUFACTURED BY DOWALT INC (MIN VC-300D 0.s.,) - ,/.,. . 3/4* SOUC-SrT ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT di SPFCIALTY CO 12 STORM PANEL INSTALLATION SKILL COMPLY WITH SPECS INOICAICD IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS il r_ 3000 P e-1 PROMDED Iry THE JURISIOCTION WHERE PERMIT IS APPLIED TO. - #14-10 PANTUMATIF FEMALE In 4k PANIFLIVIFF PLUS ANCHORS, AS MANUFACTURED BY ILCO CONSTRUCTION PROCKJC1S 13 (a) INTS PRODUCT EVALOATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER 15 GENFAIC AND DOES NOT PROVIDE MFORMATION (FOR I* ' .33W ,.,) FOR A SITE SPECIFIC PROJECT. . I WHERE THE SITE COMOTTIONS DEVI FROM THE PE 0 - ,/.'# CF TAP -GRIP ANCHORS. AS �UFACILMD BY TFEU-FAST CORPORATION (C-3600 psi) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SEUCTION. PURCHASE AND INSTAILLATION INCLUDING LIFE Sall OF INS PRODUCT A 1) �MUM EMBEDMENT OF TAPCOH ANIG,KORS INTO POURED CONCRETE SHALL BE 1 3/4- 2- FOR PARFILMATE FEMALE BASED ON TEITS PED. PROVIDED HE/SRE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT to AND PAREWALTE PLUS AND 1 1/4- MR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT S171! IS THE COMPRACTOR'S RESPOH�IRITTFY &2) CALK -ON 41, SOLID -SET ANCHORS SHALL HE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMENT INTO ic) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED 57UOCO SKILL BE PERMITTED. 1/4' 0-20 SCRl USED SHALL BE 1 1/2- LONG M�� SHOULD STUCCO EXIST. RD I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY V HEADED SCREWS OR ALL THREADED SCAM W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED Ft A FLORIDA WGI51ERED ENGINEER OP ARCHITECT WHICH WILL BECOME THE BUT WITH WANO NUTS. ENGINCEIR or RE.CoRe (EO,R.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE PROPER USE OF 1HF P ' I 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENCINTER TO IWE k3) IN CASE THAI PRECAST STOW. PRECAST CONCRETE PANELS PAVERS. STUCCO 014 WOOD BOARDS BE FOUND ON THIF P F 0 ENGINEER. SKILL SLOkM I() THIS LATTER THE SITE SFECFFK DRAWINGS FOR 16 VIEW EXISTING WALL OR FLOOP, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS ANCHORAGE SKILL BE AS MENTIONED IN A. 1) AND IN A 2) (a) THIS P.C.D. SHALL WAR FEE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ' "Co' -ag (19) E. EEICII�HORS A_SaA'6L0LK_&ff1ARCL7U_QflED BY 'L T. * SUILOM INC 1/4' 14 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE IOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.03 OF FLORIDA BUILDING CODE. ONE LABEL )/*" 6 . 7/ " CALK -IN ANKCHORIS. AS MANUFACTURED BY DEWAILI INC (FOR C-1500 p.,i,) SHALL RE PLACED FOR EVERY OFEFFING LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE - ,/4'0 X 3/4-VIO-SET ANCHORS. AS DMTMJTM By ALL POINT SCREW. BOLT At SPECAAV CO FLORIDA BUILDING CODE (MN "'.1800 psi) To - Ill PANEIMATF FERAUE 0 AND PANEEMATT PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUcION IL O" Y BE HIIIII14% I THE STATE =111I PRODUCT$ (MR. F-2071 p I. ) ""oll - , /4- IF CIF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRi CORPORATION 0", NCV.k, �:. rt�j "'. . ,;� .. . -, " 01 1) MINIMUM EMOCOMr-Ny OF TAPCON ANCHORS, El PANELMATES AND Cr TAP--GRTP ANCHOR. INTO Ilff C",-z .. ,kr,LA,_'.�',/A FLORIDA BUILDING CODE (itill Velocity N. one Zone) -.. BLOCK UNIT SHALL BE 1 1/4- Z IF ... - -4- f 1� - M_ IN, py Z .. No. .': _1 20 GAGE GALVANIZED STEEL STORM PANEL � W. 4 167 0 21 CALK - IN I Sol 111CIORTS SHALL 01 EI"DDE1 1/1' .To THE CONCRETE 1110" UNIT 11 E. 4401I - I INTO STUCCO SHALL BE PERMITTED 1/4- 41-20 SCREWS USED SKILL TIT ? 1/2* LONr MINRUN �FOQLN 7rUCM . * UILL1111AL PROTECTION PRODUCTS, U.C. ' '�� EXIST. AND I' �l� FOR WALLS WTH 40 STUCCO i '.- �Tl _L rE-C 0 \ I _ 1. 1 " C. I% STAT of _.. a. ,"'U," - , I ,A - . -- -I_,__.s.I 20-176 'O". AP .. - I,, �4_ 4! 1,, Im wr e ,,--I.,, ' . _- im-iIn ,.. '.. 0 D ' I - � _/ MIS-MI41, 1. . - tiasla"-sis -losa.-A'. %,"v,9 .. - /.w- , �-�, '� !ft. 1 - 1 - � - 9 !! I i - I 2 I . A ". TUIr �. It I - ,,,,Z� - .. �Irll �__ _� 1U)F`tF,_6 I - F09 I I . I - vissr, "201 - - __ . INSTALLATION _ DETAILS FOR--REGULARLPANELS', - - - 1, & J_A, --I INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES coso" ANCHORS (m SONMLU III CON0.171 ANCHORS is S-UTS 0 ikiomw 9) (M SOCK" OR - . CONICNITE AWJCM - Ner MI00 "FIFIr", a) SH1111% a T"Itsiow 9) � - mosm PoLon --i". tax swomemm o. saamn a "FROLAGN I 1(i) EIIIIRCG P=10 �DNCAEEFE ,- 4 I `F \_ ! -1 _J I- - . ,.N% / I .� -,I-Ill i , ?k,T%",1Ti.�_ I fc-=- I 1/2- _J:I�� . 41 /** 44 1c: - 2.1*,.� - . - i - 4y, 1_T__ ...., I ,d=-Iisssa ,,, I ; - I- - ___� I : - IT SAIJIL,I I I I "ES"No `OT CONCRETE REQUIRED : L.. .. a I � Ill � - ' , "s"No "Ou'" - , a � *� I Ill ,� I _ S 6 -, i Ov i : A i CONCRETE REQUIRED I � i1i i i . I it = se.s� : 9 .� . 4i, -. I 1,� _46w,stv as as sAmw 0 M& 1Mw rw - � 6 � %= 1 --(�) 9 �_*_."'Nsos - : -01 i inssiv I It 11�r III wr ot : so "o"Iti 1 Ft. ".....'r,". - : I - �F.. 1_=-1,KR_ (D I I I .0 11-4 -A - I I : . : - I III, - . ,a) i I I F_-�-- -4k I I .-., . I �L 1 ,,ii win onsismi, : i N I t I : i i � -1 GUS, ! ili - . - =1i __ - - , - ! - � r_ :; 9 - (5) I I : � I ; I a - - - - -_ I— - ; I i 1J I 1 1 : 1 q> : I i . ! i : QN0. i 1�:.�, I . i I 1 i : _. I � , ll 7N I! &, 7, IT M1, i row, SUIT 6 I i I I ; i A— g- __ -U' I iX1.1IN-*. .. . � I i ,2,lr - - -W%F.. �_ SAW, va I EXISTING. Poual ED. CONCRETE op .. � I F."w'. I I 1 - is 'Ir III ;, E=M .0i 1 � 'STING F."ro ED Is Ilr 0C . I ;, CONCRETE ftmocx AfouIROD I & ym Me 0 INIEN, si 6 : o ,/2. dc. ;, altw ! i I _ i comcmm OR OMCFIM OLOOK � ___ . , .cRor (IN NCR -_ -, --- RCW FIE BLOCK FRED I W1_ I I : §33§�s§%�R:: '. I - REoLoRm. i . .. I , L 930* I'll I �� _J - I I -L �� . I' ul MK_J .. CON"I'Mir ANCNDHFI rNoccEDO ./ � o,sa. a (Do" 4.&___._W,�� '. . . mnw4l). I _:) D I CONCIEVIC ANCHOIts , , .1 W_ I&. F I. " IF , ,��Iaii"_ 1N. FT " cow"m ANCHORS �� (S" SONEDLAX ON so4m" 4 somm 11) 1, I (sa W co -Lit ON �P %Km . IsAcUoH, 9) (= 90"FLER'Ll IN 4 _61071.1111, SHOOT, a n*� ) S." a � 11) � . WALL MOUNTING UILING AND ELOOR MOUNTING Rl III n NT[Hrl ALTERNATE BUILD OUT MOUNTING "I SECTION I W%,; .51=ll 4 �".,t "fi-C scILE 3/8-1, .-E ,).-I, , - I—. .. ; .& I 6 E,D. - EDGE DI : MISPHIPLA, I ImIr Is L'T (SEE SCHESTDAU'L"EON _�. I $D-� I it SHEETS a & 9) , - I a I : L : 4=1 I I tQU_FDR_CQM"DQTL_QF SE I - i 1 rVeN, stvic is 12 fIr at �, I ""EFIH-11111 ...... TOP & BOTTOM LCUF[TINGS CAN Bf I : I ,,",��.F, A, r14e1,,,, CDMBINFD IN ANY WAY TO SUIT ANY I I I ,,, N�� ...... /,I ,,, INSTALLATION . �11�\\\X\0'1\\31 I 11 I I I I . f '4'..- " VIICEII ... , .,/ IF Dna" I . el .V% : . . � I " � FLORIDA BUILDING CODE (High Velocity Hur lcan@ Zone) tow � E D r-0-9 =1 'e. Win; a Isicul 0), CEILING j. 447 7 . 2 * : Z . * : :* � WE , ...A . I III I .. �ll Post" MIEW, i"c' 20 GAGE GALVANIZED STEEL STORIJ PANEL - _____ /'t�� Z IL El GLOW PROTEC11ON PRODUCTS, ULC. FBI SW& 51 STNI I.;-, __ - ./Ta/Moo, wt iiii 5�"OUN . , rd AL TMUI � LINK, n- =14 ass I. .. , L,)In-7546, FAIL ")M-ml " 20-176 ,�A_r 3/8-1* Nf".rF-,-,-L-j,;l - __s,_=.Zr,_, nasq Na,FH-,FF, - M-I - Isss CA-PoAls". NI. (Wassic, . __ . . FRUCA I. TtLU, . , I al , � 4 w " - rusi . I 191 . I - - i . I I F22 I - ___ PROntIrTVYAV,t]ATIONREPOKI'.140. 2U�072lil 3 6. MATERIAL QHARACTERI TICS AND S_RE_C�,AT1QN& Shall be strictly in alcoordanca with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document l drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMILTATIOMAND-WWTIONS OF-Il 7.1. Shall be strictly in compliance with General Notes No 1, 8 thru 14, indicated on sheet 1 ol 26, as well as General Notes # 1 thru 4 and 1 1 thru 16. indicated on sheet 21 of 26 of Product Evaluation Document (P.E D.), drawing No. 20-176 prepared by Tiltero, Inc. and signed and sealed by Walter A. Tilfit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sectlon 1620.2 of the Florida Building Code. 7 3 Product shall only be installed into poured concrete, concrete block. and wood frame structures. Product Evaluation Report prepared by Walter A. Tillil. Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). "',,1111HOON""id ,0 �k N T14 4' wo 40*Y ...%... // V4 ", - I 'It' ` ` ,/ "', O�V . - " \r, E N S, -. �' % .. \1 e .. , __ . . S ( ,;;�_,�o. 44167 '-. = - "I :*= I.-*- " - - * . X * . ? �,l STATE OF `ct � / I / -S la�-�' �R�1;�-,� , ii , .. �3 ,:\_� "'?, *z r,p ............. �� 0 *11,, 810l ,',e' "IIIIIIIIIIiIII,00 WAIRL.L. Olt TILTECO An VON RECORDS I P. E. REPORT 20 to LORAL PROTECTION PRODUCTS, LIC � 20 GAGE GALVAI 51 EEL STORM PANEL� DRYAGS20-11i REPORT# 204728.01 1 TILLIT TESTING & ENGINERAIN13 COMPANY WALM A. 111i lill iIteoD@aoI.coLn PRODUCT EVALUATION REPOU ?v YA-N. 44167 1 InI LF.A. I-. %"H?19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 15lobalFrottaction Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPQ - LUATIONI This is a Product Evaluation Reporlt Issued by Walter A. Tillit, Jr., P.E. (Systern ID ft 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Fl oricla D Ill partme In I of B usi ness an of Professional Regulation This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review arid revision in case of a Building Code change that may affect its limitations and conditions 2-EYDENCESUBMITTED6 2.1, PROPM.C.I.F-VAL . , LUATIQ14-DOCUMENT (P.E.D.); Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL", %reels I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inteRIOTV 104l , .'ll "IS Evaluation Report. ,,, 1, � - Q 10, ,,� -, .... .... � /',, "'. ,� ... I "I 4-v.�..., \r, I � V ENS, '*. ,�p -, I __ 1, ,4' ,...: S 1, , -.5i IS I - - ; . - - . 167 '.. = . - 1�44A;Ft'_) * :*= 7. . Z .11 / 1-0'. STATE OF ,*'cc f I P% . " -,O... AORll .., I',' X, 1. Oil -, <�-;,�- ", F I �� 0 055 NX 36th Street, Suite 305, Miarl Florida 33166 - Fbicute: (305) 871-14t w` 1�� -1531 _% - - - GULAR & LIFE SAFETY STORM PANELS (SCALE 1/2=1-) ,- - --- - - ------ ---- - - --,----- - -- IS I "' (TOTAL WON) - __ - 15 196* CIDTAL WIDTH) ` I I -_ - - - - ____ - --- 12 500- (EFFIECTI411 I I I- __ 0 i/4' - --- - ---- VI -_ I I I -_ I 6 z5c, - ! : --I-r- - . , - - - � . , � , � . 1 �3?0* -I . I �*`)' I ---- 1�_ :: 1.4�I i , Q�' .. THICK GALIi%NIZ WEL .sr. - , '1.1.,I�. - I 350 - A , , I I— \ I, , , LU , , 21657- HWW- , / 2.000' Imm 1W. ARM �om 2. EDGE OR= so "&%M DTFAIL �J 0-0 QALV- _lEarr. I 1 I \ [ CR, �� I Z.M7- I G-40 . ". I I ME ,- / I ITAL Af , A . 4LW I A I 41111ur - --sAial -------------- 1.3110- .- - � __ (3) STWO PANEL 0 END STORM PANEL "' i/t, 1i I PK�n Is " UP ��. I I . - - , I"- ,too' W� 0�604�wl A - - . - I I , ",` I law, *0.6r -_ I SE 1 :7 > I III -_ W - --- 2.ivr------ .1w I , ,.tow SIP, J 01, a .. � I J1W I _ I I 'To-oll 1 .083- - 1/4-0, 20 .750* - 30I ;Il a. - "'C"i To MoOLL 0 " 11 .11 is i/r 0.c. I' _. - E.-. Il " 2 r, �*: WIEI; � 7W to ATR940 I Ral \ 1". D. I- -. ;lf I 1 3�375* - ?3- - . 2,125 . 2.0 � �2 I [3751, ��:, 'JW, $11 . �. KTML , i . su I 500" Onil I . " Nneal - - - ,,, -1 � .M. - it ya AL a Joll LL1==-- - J . I 125* I � .. - T . I L.- i �,It_ L_ . I J11W 11 � to/ I --..I 3wr r L . , �� 2-_ 51 M.. � - I 50", - ISOMETRIC VIEW DETAIL A / 1 ROUNDED CORNER 4F ENDS OF PAll MEAL zool Ill UP W/ HEMMED EDGE. @ "MLEILAM @ AML I& N__7 ANGLE WITH STUD @ ANGLE WITH (Mi REVERSE STU - ----I WAM I , 2a op. . _ = _ #_J 04 A 2/14 . - - - 0 , � __-1, -I I-_ 1390 . 1.407'i 063, � - � - 0.025* I i I I ,?W OK ,374' 0"' FAML .,w- ' I - I zw 0 I 14-.1 _ I 54 . I , �T L2110'.6511 1 1. - - 1 F,,�,,-� X4 - . . - , 7% .116� - ;29_�,_T_� �, to* .$W Lt , i 11i all f= � JE .4. : -.,- IS FRE TO a 12 1 ED , , ,c I I I - _3110' -I I . . ��062* cl 093' .11 %. .� '. 1. I. r�_ L " IT Iabrj Ill 1l!!l1l!!1_' � Arw='., - - ", 7' 5. . _-R 5. 1 I I EVERY PANEL OVUbAP i , - - M, : IFAI.N) (i) KEY HOLE WASHER D.C. L-- 2.000- - I .05*0 - �_l - - __ i - - 0453* I =C= , - 094' ;- : - IS' LoRt, I - V-)- __ t f -, ! f laa] (�) *F" TRACK ANGLE "11101411", - "O T 11, _$O,�P. ILZ;7s. ill ,*� ... � "' _` " ", Ill '_'-!�'% 1. oc se -, (R 3/8" 'F' TRACK (7) FLAT PLATE WITH STUD /I 1; _3711l JL .1= 3 I re Ii . . Z -1 I,- L_ � V;!�____J N4. _J , .. , .... 1. 1 *: .... �*i I- , -I * = � : FLORIDA BUILDING CODE (High Velocity Hu, cans, Zone) i A63-- D NICKEL .� JV Well I Juity, t .. 125 I � 187 1 . BOTTOM Q� a Or IANLI NOT - iL " ST,ETE OF .. * .* - - illzo� (* KEY HOLE "topilill - PE_ I... - �_ - 20 GAGE GALVANIZED STEEL STORM PANEL __ ..�: IN, _j W*i!6-i .� .� AT PANE 1, `i6*�,ia --- .__ - 114 .... s / . GLOBAL PROTECTION 4 11LIECO INC. Noo .. 51 .7/teressa PRODUCTS. LLC. , row ' (1) 2"X7*XI/4* ALTIRNATIVILLY. USE WNG MIT W/0UT TFLUT Hnn"Nit is CRINCIEFF" ,_ -X- *==`.� _. ft ."09 0"PMENI -1. I. (�)M-Onl 20-,176 ALUMINUM ANGLE MONOLITHIC M*" W1 AD00101i - 7/8%3/3' ' WASHER (STAINLESS sinn OR Mosti. PLAYED UtEw, , . 11sr, -.�!,:: ...... .-Lotin't . -" I "LL" I. "" 11.01i U,� S 1,14, L. . 1 - -.1 , I - F* i PWRI - . I - f - __ _____ ____ ____ I INSTALLATION DETAILS FOR REGULAR PANELSCI) A TA INTQ fXSTING POURED CONCRETE OR CONCRETE BLOCK STRUll =1f`1="E.L* I=: CONCRETE ANDHO'", am 0 a 8) Coal Ficsimu D ili�,M-;i_ 7 ` imm a TK%o� --\ F I' I I' 4 1 Am K'a"A" *" Fit 'A I �17M,� - - - EIIITTFN� POIAMM - i CONCRETE I I `7 I I M REQUIRED. � ED, ' : I I I 11 I I 11 I � a" Z��, i omrrm POURED, I : - (D k ODNCRVF ON I CDMCREIT BLOCK I 5 I i RECUWD 1 i L_ __7 1 L , - 1 4=7 , iii .. I r . :: e-.. � mail - -1 i .DLD� a - I .- FIRM - � atcHPI. -1. - � ?. --- - , I .11ML � I- i � - 1 : i 10 OL40L I 0 i : I I 9 I . � I 1 . I 11 I :1 I mpr/l Rd I I = ; CIUSLFHC POURED � 4. w4m 1 - I CONCRETE , I : � CONCRETE BLOCK CALK- Oft I ____A WAVIRCD L I 1E.-I 0 AND OCRICAST AN04M KU!I OR or ____� �w WWAAES (SEE SCHEDULE ON S-EM a & 10) WALL 1ING (DAM ) SHOCTS 8 781HPAPI 1) I , , / E� SCAILF 3/8.1. i Of EXISTING 6PENARC * NEW I' WOE . VAMM I THICK ALUM. MM ON I EXISTING STUCCO/ IF I W�W IFLATIE NOW .000 a" * NEW I* WI, . VARAM I 1/8' AUJIM. TUBE Olt I' I VARICS --PA. WOOD PLATT SPACER COIFCRI� ANCHORS (ME %c- OFF - SHIFIFT; a TERRISM 9) Ci EXI"FIC POURED (�)_ � cs"s - .- i '! DO QDW0 WNLS EM IMENAMON IN KX40 Cl 99MM RIM OR WOM VAUD FOR REMMAFE WO AW E-Z RW PANEL 551EM , - I- _A. �* -� - *77, r - 0 4, . . - . =Z_I T _Vw A I ft= r - - W11W I ,,= I LAD-(& 9 I 0. I Iff r.0 Ink. 16 r I i wityk. I-M a r I I =__j , . - GQLAIELMI (DZW . - =. - -,- 1 9=E 3/16-1' CASE 0 (PLAN) ...r. F. �2 I SCALE T/,tF,- 9 71 "=Ir i , ". Q 1; 1. il i r : 2* I i I - 1. =111i",i'll I v", I ". Q� - (1-1-k I ' r. ass, ___ ,�. I I - .;,6,w .� . , . I - 1-1 �. il, �M\_ - - all 13)_�/ ;_ .i _� - I fli I I =._"�V.= Q&M�" CASE D (PLW __J SCALL 3/10-1- �Ll__ W6411M. . - a- - al- �__ %= � , rr.1ff;;1I` ; MiS o_ =_1.9 --.=-. --n� 1 L-4. esi.-J . - - - - - mil"l�mm . - - . . Ill SECTION V-41 3/ii . I.Sa � � vx= ai empmmimimgr"wi,�� - / - "� '1�-o X \,, 'T r- =__ =. . E.D. - EDGE DISTANCE i - 01 -6 - I (SEE SCHEOU I I SHEETS 8 -�%)ON I I �� \, SCALE 3/16-1- ) I � O�IIIFJ" -QE SLCIll :t=NGS � _//// � � I :� CAN RE � TO SUIT AW SCALE 3/tfl-l' I ._ C 1' -", t2i;:,,� tz;" v. -1 is= I P. ,= IT, Is �am 1 3 KOUTFRED 9 N"NOM' )I SECTION X-X SCALE 3/1l DETAIL FOR SPACERS REQUIRED AT TOP OR T TO STUCCO/WOOD BANDS Ii'll. ,-, , �il 1',A, FLORIDA BUILDING CODE (High Velocity Hurricane Zone - : : .. NO 44 1. .1010 'ALIT001 sai is? ". � 20 GAGE GALVANIZED STEEL STORM PANEL I -11 IN F, Tit, : * � __ , -1 I ,c)'. _ S tE -* Z 11LIE C Il -P . '_ - \ � 0,�,-. Fit mcantoo & . = _EN_" CONI-V , 4'�. ...... - -- - . , .... - _C.:.t1= I;rt_l --I."," %, �010"" m 11. P, "' ��17JJI -1.1 --- GLOBAL PROTE CTION PRODUCTS, I.I.C. Q100 &. 61 V.� ;`_. `L 333'. _�. - -)--an, PH."E. (.1") ( - -_ ""Zn"" - 20-176 Pitises, III . I 11'ann I . n PWI EVALLA110N RKPORTitO. 20-0727.1) 2 2-2, RS_T_P,EFQR_M- Large missile impact load tests wera 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 %rida, Report * 081 4-01 -01 dated 03111102 witnessed by William R. Mehner, P,E., Borlz Mol P,E. and Henry Hattern, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edrrundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 609.1.2 of the Florida Building Code- Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM 1g8 by QC Metallurgical, Inc., dated March 13. 2009, s1grod and sealed by Frank Grate, P.E, a., per ASTM E-8 and Tensile Test as per QC Metallurgical Report No, 1OKM-1318, dated December 1, 2010 signed and seated by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3,_SMQnffl&ENGWEERING C-ALCMLAMNS; On 24 Gage Galvanized Steel Storm Pal for maximum panel length vs destign wind load, as well as maximum anchor spacing vs- design wind load and panel length based on rational and Comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 8/10 and 08127113 (for this revision), signed and sealed by Walter A. Tilit, Jr., P.F. 1-M[MLEMPACT-RESISTANCE: Large missile Impact undorsection 1609.1.2 of the Honda Building Code, as per SSTD 12-99 Standard and TAS 201. 4_MND._LQM_$_.RQ5_1STA1!l 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, B, 10, 1 1, 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, 1 1, 13 thra 16 and 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been ver1fied for code compliance to work as a non -porous storm shatter assembly, as per SSTD 12-99 Standard. 011IIIIIIIIIIIN"', iiii,II A, )'ll , %, , ..".........N. It 5q�, . L/ * � - E - ��p � .--- 41',:�_' V�15 NSe -.... 1� , ,� � _��__--�_ ��_ ro,_44167 " I �2 " * i*i ., - - / / %-,O,.. STAT OF .., F . . 4z� -Z -�O' .. "-L 0 IF, . M, % .. RIO ..,'* ,-,,,!�� I ..... . " ',,,',,',' Z� 0 � � C "I "'4111lit"I't, - -.- - CRODUCT RVA1.1JA]UEJhLIRXZQR'rJ4jQ, 20-072LUZ 3 5, INS "ALLATIM: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175 Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 1 6 and 1 8 of 1 8. of Product Evaluation Document (P.E-D ), drawing No. 20-175. 6. MATERIAL CHA,RACTE-PJSTIC3-AND-$PfgJE"BQN.$-- Shall be strictly it) accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P. E.D.), drawing No. 20-175. 7JUM9ATIONS-AND CONDMONS-QF-UF.: 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 il drawing No. 20-175 prepared by Tiltill Inc. arid signed and sealed by Walter A. T111it, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on sf-ction 1020.2 of the Florida Building Code. 7.3- Product shall only be instal into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TIl Jr., P.E. (Florida License No. 44167), President of T'llieco, Inc. (Florida CA-0006719). ,l ,,,%T0t1JIFFI0I,00S, , ,�t�k N. TlIl ,, �e,�,,; ............ 0 / 1, N � - , \,%CEN ',-'�? I�% �, - " V .1, - , Ile _. I -1 . � ____/ 4W_ , '. = - W. -z- � * .: * i ATU . . - * W /S * D!% TfL7ECO ADMON RECORDEI � P, E. REPORT.20 it 01.01ill F-Fil qNP S. L - AGE M * GALVANIZED STEEL S70AM PANEL � DRWG III 20-175 � REPORT It 20-07274FR�. Ml , . . " , X,--. .. I " `0 . , " " , ;��._ , i:1�1�1511"411 "', s" �Xc ,,� """'�, lit", I ____ - �_- - . __._____ , 1/4. 2/4. 3/4, 4/4, 5/5, 7/5, W/ 0 ' 2W/10, 3til 4W/10. 'i 6/5 5W/ 0. 6W/11 & 7W/11 - _3' LOX ANCHORS FOR CONC" SEE SCHEDULE ON SHEM 8 A, 9 r Ill � � I* MR. - I _ FOR WOOD SEE SECTFORS ON SHM I 0 IF I I - I* ME . 6 0 /,- --_ D.M..(D.(�).l f -T-- __ --I" - --T --- T` --- r--r---,,-- I - --- F - 711 -T---T--T- - --F--� (�)+(I)- i 0 - Q� . -- . L I I, . . . . . . 1 1 2 T1 , -/ E I 0 � I- - - ___, ! , ! Ill - - - e_� - - I _� -4r I - - I-L I 4 IS - - - - -1 - - - - - 1 5 `Pal 7 ii1OIlJ1i) III /-"- 2-W-1 - ; . UMMTM PANW 1-1 - Ul OXT ./ -Ilr ; 3/32- 1 11 (W sm,nm As APPUDA" 0 FA OVEFL4p (M SECTIONS AS OMXA" t I I - - I I I I I / I I I I I I I I ; - i I � 77A I 9 E-L- I D .M..@.@,(�)-_4_1 , - ___ __ --- - � _ __ - 1 I I---- " I 01 'K .0 � I - iu'�4;1 .7 - &�t .-&. I (�)_@ '(D- @ - (�)-, , I ar WX i , - :F,A:, 1/4, 2/4. 3/4. 4/4. 5/5. 7/5, L;r = � ME I WN IW/10. 2ii 3W/10, 4W/10. 6/5 5W/10. Bill & 7W/11 - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 Ji 9 .--.-.-j FOR WOOD SEE SECTIONS ON SHEETS 10 & I I '1 ' ELS '� , & Aj ELEVATION NIS 2.41I I/.- m- W om ENAKAP, .1" WILEM 7__ 1; --A _u - -_ - . � I '�\ A �111k-_\ I - - N,_�4 I-/ "�D ...... I ___/ 1/4' �1� . , ,,,, MAL Ill ",%lit, 1 . / , " 4* , , .. ' . " EN ".. - FLORIDA BUILDING CODE (High V.1.0y H.ricone Zone) .5i" Y- it. ,`10H, "OlIct, - FP 2 : No 44167 ". 20 GAGE GALVANIZED STEEL STORM PANEL ofties, 0 = . , --- . I - � . /^/� SECTION A-iii Ill Te ---, * - - I - - NTS I, , I.. ,l - .. / I I L I E C 0 i GLOBAL PROTECTION PRODUCTS , Ull EMTL � �p .. . - T. a, ,"FOL' - 1'r , ( ONAV. I �11. S" ; .� - - " *** I " 4�el_v ses.. - . _ t6i� ��% - __ 20-176 00 '.. "I TILUT TEeTsitQse .Fllt:�� ois:. . To - 0ai )__ - (IMFAWW` , - , - � - I . - - - - ,=I; ""Wi ..... ....... Do, " I- .... �� -FOR . "I.," '.."i, I - I - i .. 7 - , 3 , , . nuirsi p" a - _____________._____ -.---.- --.,.-.-------�----------.------------- MUALLATION DETAILS - -'_________-_______ FOR REW ___ ., - , __1 _".1 - INTO EXISTING POURED CONCRETE -PR CONCRETE BLOCK STRUCTURES I---- ANCHORS FOR CONCEIT �U. SCHEDULE ON SHELT 9 - FOR 12 ,__, PURED CONCRETE CONCRETE IAocK Quirt D CONCRETE " OR LO�,WTI BLOCK _, POURED CONCRETE -ORGRE"i Ro" OR ' WOOD SEE SECTIONS ON S141i r eaft. 2.117- , �. R Eoult I ED I CONCRETE ANCHORS --- (SEE: scier OR REQUIRED ANCHORS - - M ,S.C.cmu REQUN" =1.41E = i -sFw - 71 r I (NER, od" -1 IMICUF VALLM I., I: I ow D) I [- OR a) ". F- F� F* I : -.- . %Hm L J S"C" 7 I J � -,----I-- � . I __ - ;1 11 - �, ! � I i I I I . _1C - � _r_ I : i i ; �_ � � i I I I 1 1 I I i I I i : I I.;, I i 5ox I ()I 't' I I *i� 1 i ED. , el), I I MAX a� i i I I I � i :: I - 1144-&,$. 1 I i 7 . � 1 ; I 1 I __ "".S.= I - IQ= I I 1 1 1 I I I 1 so : I l I sa s4x J "' -_ I 1 ! i I V* 11 MLr e r4m � I , ! I - I 1 - Ig - : : a __;W. - I 10 I - ---I,-- I it ,W. . ! F-0 : I : I I ! I i , I It I I � 4 I ii I 1 � I i ; I - I 1J � : ... 0 i - - - 1. I . I I : I , 1 t I I I - --- . , _L..� Sax 11 . 4 �I ... ; 9 -, I r_ .i -, I '� - � f . ; % - 'T - � I I :,/.��Il I 9 MTS ./ """_`"N'* , :ILL m� IF I I I lgnoilli,� I I J-711 .- : - III ! ?/a-. i ;- z"'.1 I � W. 3 3r I Mit a o~ 1 i I I - I i . is I ; � Ill � � : L !_ if 1 1 ._ I J I :1 I � I r__ I I e I � a r_ - �11 . I i I I : . 1 � e5 I i I I .. i I I ; � I ��l dill .. I : I . . : wx ; `14L Ill �w i I I I I I I I - . - - Lol .. a am eiva 3- l - r mai timi P. 0 , VON " Mo. I or -L* I ; I w MAIs - (3) I I -0 I ! I ANCHORS FOR CONCRETE SEE SCHUX.A.1,014 SHEET 2 Mil Lt- - . I ; I t � 1 _0 FOR WOOD SEE SECTIONS ON HEET 12 � Ce. l � =/wl ; 1 : al IrAx, , I I %T%Io a " I I I E 11, 1 ! I I , ; � 11 ��2-4e� Ill a ELEVATION I I ! qr � - . I - - I --- : T - I ; -c-:: 0, MA, w � I I I- _ - i * Soo, 1 I I 2 67' -_ _-I 1/4' I /�'20.�/4' S S BUT . I -1 9- --P�-L- Vicul a, III kift. - t _11 7/8'.3/32' WING NUI 1 1.1112 1/2' OC i I - , - �� it z;pv-� - �- -_ - �-- "- f CONCRETE ow.on - clasma =ABoq= i a 1/4- wx 1-3 _ __QoRGftCTT ANCHOFM �AWtKD ! ._ Sal ScREDLAE ON Saw 1) */ rui (Sit scHrok" ON SHEET, a) SHrrT 0) I i, _-Imew opt SECTION A -A ftyll ",F! O" � -am O` twill, co, " INUDC', ,.,FHT SCALE 3/32 --I- FADUMD DIRECT AND WALL MOUNTING I AND WALL MQLINIIH-Q DIRE T MOUNTING INSTALLATION INAI&U.AIIQN SECTION 9 SECTION 10 sc;AIc i/Ei scAaf 3/8-1" "CAL, 14117,1;. .1 , ,/,,,"', P, Tit ...'..... . ". " .. _. EN -. . FLORIDA BUILDING CODE (High Velocity Huricarit Zotsa) . tivil Q011111111111i OF SECTION _� :.' No. 44`167 *1 = : . wm Ii - 20 GAGE GALVANIZED STEEL S70RW PANEL --.------- DFA:Z . M - EDGE DISTANCE (SEE SCHEDULE ON TOP Ill BOTTOM MOUNITINGS CAN OF . = * * I S -�, - - S Tf 0 I , - PRODUCTS, LLC. ' I I L I E C 0 � OLD'AL PROTECTION Z / , SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -� � -- -1 -*I'm"" i NICK se III sy.m D.A., n �' � . - i �-. TILUT FEITT ,� .. ,�-, � 'HORL OFsNMs-TrK&. FAF (-IFFIN-11"s, * 1= _.X .4I! _- - - I I'll 20-176 , � i :�0;171.'_ I - EqEHff - . __ I r 111,40 I If - � ",UUT " ,, , I - .. .. (=, I, I ,�:,6T 1 - I I � - - -4-- Q) (1) Ill U) _0 -ib > Q) Ill l C) %-- (a) (a) %. Q_ Ill = 0 _0 0 !L = .- M co -I- C) 0 (a) -4i a- Ill . (1) -t- = (1) = -0 0 l 0 0 ll -0 - (/) -0 Ill L_ C1 I= ___ -9 Q) 3: C_ M C__ 0 . LD W U_ - E - CZ U) .- (1) CU , 0 > I (/) .- Ill Il (.0 0 , 0 _4 Ii , 0_ n_ �- _0 - E_: co < t 4 Z Z W =I CrLl _�" I Ill Z Lim- ll :I- W L-) CIE :!:- = Ill L - C -- = = M 4:1 c') C14 _E "o M >< '........"i"i"I'A"' LA_ = c- . M C= - -= " = C= !n I 2 " �*f 2 W =-= W . E ;; Ill CD - .:"-- U .- Be �c M , W CID = = .t .5. iij Cu = cm i; CU = . T -11 I - - . CL _= = 2 5 - I 12 C/) I L. (D (3) (ra-) _1__J +--a U) :3 M > 0 L_ CIO CL CL < (1) 0 C) = :3 -0 ("110 0 L.- Q- 0 w " W (13 L. M Z3 Lli * .:E < Z Z < _J l SHEET NO. SH 1.0 a INF, Wrf,WR M.OA4 R>LL A6r0M[ a WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS r_ _ m,oER»�^ • F. .` I % , 1/ ♦ Fen Dan _ _ . __ _ - . Bra Y WWIN 2 It T Jm i � 2 � ......-• . • TNP ,o : IWI,IOMJ ° _- 1• i,ll„F' P.'*oP mnoM) 1' ...u) VIC. TNNwW a. ,• [Da w WML LET Slam ./ 2 I/v O IF ATL1GNj I• �•_ - 1• - OwuR',IITNeu"a alaun ♦ !1.°/Iu n°r°"% _','•' 1/2' ralm r°a co,'hiloic°°rtr�"�"alw'A0i MN. E0. "% rN,m etoa �MnOr'icn.i1°ooii nouiN R.°Mf1iro �t Pd[aAt canna WHET,) T MO,. trcmNl I • Y \� ELEVATION �BEBEM ��I9{,.yy SCALE 1/4'-1' (Nt COpARON) MULLION SCHEDULE J n1 1 ION Sam e a q r C--- I I L1 ,��N0brwn ./R -a•Ma nvu R+ •=0 YOOEN TIP D6eRIR, MMb owHorR AKGNOIN L`` - Ne=1e MET.. MIAUON SPAN (R) • REQUIRED Me,. TUBE MULLDN - 4 4'-6' 2' . 3' . 1/5' > 4'-6- to 5'-1' 2' . 4' . 1/e' > 6'-S' TO e'-10' Y : 5• . 1/0'. F SP, TJ +SS.O FOR RAb 2f ESIGNT PRES SURE RATING M. E MU.Sm ORENWO SECTION 1 •• FP" 'LL=E T S DiM PANEL s ` N ,�i SCALE 3/9.1' NOTE: MUWON CAN ALSO BE INSTALLED BIG STORM PANELS ON TOP OR BOTTOM SO THAT IT 5 LOCATED AT TOP W BOTTOM O OPENING (ONE PANEL OPENING W/ TUBE TOP a BOTTOM) r`' �P •' JGENSF' i No. 44167 *: IT :* FLORIDA BUILDING CODE (High Velocity Nurrtcone Zone otme An". INC 20 GAGE GALVANIZED STEEL STORM PANEL F0 GLOBAL PROTECTION PRODUCTS. LLC. e' V" IL E C O IMc. .Doc s W el SnEET IMWE. 2. SUN• TESTINO IS .-HRIEIIMO COMPANY 20-176 w OW. a ,�.. •,I.Pa n A.r nl n,-rAr h. 1»t n._,u. ,NHDIHE Lve.lesB te.s. EA. (salmR-am OMNWO No _ tA-oms7tR wul[A INSTALLATION DETAILS FOR REGULAR PANELSi D & INTO EXISTING WOOD STRUCTURES n ",n'`r, �/.%'"'i.. .r"•"w•�r Nu.7 ro IrswW ,nob .N.•n. - y 4)ar ,1'1 ""'••'"IWRIO'NTISiRaI '� a/HDa oH�mrianWI•rl/IH Iy.,Fr <..' eH.,-n ib'm,s•.om'w•'�,ame..wu• ' •,°.wE .J Few ,,.Pwa• Nfi'�iM+ r ISAa � �. 7i.�yi) ��/yNan - uH or ,�'p°wu. r.. 1A Q� P ,H' aSa,•O I - IA tTw- I e I 9 1 W9 • u vF• os � - � �" _ I _ 1 t, _1� A j iw 11 rI .wDAI i 'oWH 1,>OL11 - 'o � 9G II r1OM'"I.aMnO` 1 E WALL MOUNTING 1 ` I INSTALLATION - ALTERNATIVE 3W I ;. E _T SCl t 1/4LL '`�°�P�Ty''RHnw'� 4 r• .m1°• Pr " BUILD -OUT MOUNTING n Nw .: I' :( rm • w•wM _-,r._.-. INSTALLATION - ALTERNATIVE 1 W MN+u.O• ,` nl �rol"'-rRrO FN,�Wc '� �'w n ,r�P I'�. I. ruR SCALE1/4- _ 1 CEB.NM i FLOOR MOUNTING WALL t FLOOR MOUNTING WALL MOUNTING INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS UNITED TO +55.5-67,0 MAX. SCXE'. 1 14' - INSTALL ATION - ALTERN_AT1YE 2W A.S.D. DESIGN PRESSURE RATING) SCALE 1/4- . 1 SCALE: 1/4- - 1- WIrwO 1 b r„la N:Rrs .Ol1,Mrol Mo ,PFWo na FLOOR MOUNTING B4TE5• 11,11H,IHHHI/N,, INSTALLATION - SECTION 4AW " L, _ 1• T/C(/r'% scAE / 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADSA: •':�'pyi UP TO +55.5. -72.0 p-e.f. AND PANEL'S LENGTH UP TO 6'-e'. s{y�Q�•'JGENS FLORIDA BUILDING CODE (High VelocityNurrleana Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLJAL :• NO 4167 o°C2C .Lltc°. •K 20 GAGE GALVANIZED STEEL STORM PANEL `° _ oPAwN w: _ NOTE FOR coMBINATTON OF..U0QN5. •o'. ST E CFI, •� y GLOBAL PROTECTION PRODUCTS, LLC. D' ,/sale �. O •.. At RIOT' T,. 1-si 1�iAHT TES„NO • QaeNmeeNo cOWANY ONE n"Iwt. OP k BOTTOM MOUNTINGS CAN BE F \ 20-176 ,w. IP1. ,IrrY rt H,r SHONE: 93• -h. I ) MDN 3 A, DIN COMBINED IN ANY WAY TO SUIT ANY '�"'•" p1i�•°14 N° r',4 STD 'AL �.-g,AA1 INSTALLATION. G-omb7,s _ _ `NAIIII IIIII111 /D''r wANRn A. M I,, PE-fYWSI 10 0 3b DA Ug, 1 44147 CONOIET[ AHCNORS CONCRETE ANCHORS Foe CONCRETE ANCHORS: SEE SCHEDULE ON TINE" ,•;_ FOR - SCREw SEE SECTION ON wNE, Is (SEE s,aET�'.) (s!E 9Hm w� i-i3r.. 1. 211L.1W�/15 I/4, Z/4. 24/4, 3/4 al 4/4 1. 2 R 1W/13 J PoLRn cONCIEW r"IOW _ r',• MET. POURED CONCRETE REQUIRED n \ rigK. \ I I m TTT1 1�_l1 1 T1 TTII . i �ImpiWi2M I [y-, sRQT.t (Ol0 tNMR2J (.^uIOR (INTERIOR MKU (IM"m Ima) t[/o PAW I'a i6`ODW6 T4M N I� Is, GLA"TON 11 / _ Rruo Mi i mot• v V o.c moIt•,21 /z* Yoc ,• MICMNE , 41.1• 2 1/2'C 1 1 t/6' NIL SFVSQr1V,5 S/e' M•L (GAY I) W/ ro ••i3 ,/2 OC 3' rn. (tABE R))• ro • ,2 ,/2' OC. �( (SEE OET 2/11) LOGTDN END -7 P /G\ END Pos �J (SEE oElAR2 ,/,4 O I/ tA (AIIQNAR GT,wH Q) } W I I I • ESQSQ OUASL%I. r Pt%JN(➢ / CONCRETE �' BLACK WALL / mowao I A 7/4, 2AA/4, 3/4 a 4/4 1, 2 • hW/15 1, j AL 1W/15 ALTERNATE LOCATION J ON LIFE SAFETY PANEL '- I I I AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE BELOW) r I cNA I.. RPANELS W/ OR SAFETY PANEL -'- -J W/o NFG REGULAR TRACKS (SEE NOTE 1 CONCRETE AIICHORS _.. �% BELOW) • LAST PANEL p TD BE INSTALLED AS / LIFE WET, STORM PANEL. OPENING S„AL • CWDµG�C �'° P I 1 IF SAFETY S O M A1MY9 BE °BONGED •/ REAR HAHDE ,*I. (OE M:FDM IAA a POU.[D I.; caNCWCTE -- (r CCNwOON) TO FACt NSFALLATKN R N yH aD»Eo ' ` - 1 BE W ROIOIED FROM :WsoE COINCREt! AAIODR6 EEI14)---ED-- ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-1- - SECTION 1 SCALE: 3/6' . 1 - SECTION 2 SCALE: 3/e' - /4 Mr. er I/. Me. r aNr NOTES ON LLFE SAILTT STORM_. PANE, Svs LEµ WSTA, IAI& . I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR LAST FAMLL) I -- -- OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION M BETWEEN END PANELS). B (uAT WT[MW PANEES B (( �ERNA7E LOGMNI LIFE SAFETY PANELS LAY OR LAY NOT BE INSTALLED AEUACEPR TO REGULAR PANELS tr2 RARTF ') A�TL[ NOTE 1A14t1. (W/ OR W/0 REGULAR TRACKS.) 7. UFF. SAFTTY $TOR PANEL CON55iS OF 0.039' CALVAN12ED STEEL $70RY PANEL As SECTION B-B PER COMPONENT �. SIEET 2 Or DRAWING. SCALE 3/32'-1• iHIS PANEL ALLOWS ITSELF TO BE REMOVED DR INSTALLED FROM THE INSIDE OF STRUCTURE. Eu,uu"rlaN,,, J. B SAFETY PEOlRRES TOP TRACK TO BE C(MFIONENT�k BOTTOM TRACK TO ` p, TIC(/T �A BE COMPONENT AS PFR SHEET 2 OF THIS DRAWING. ".l((.QL,.......,• AlY R/ COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I k '• .y`` 2 ON THIS SHEET, AS WELL AS DETAILS 1 a 2 ON SHEET la. �' •' \DENSE ?'�'• \' FLORIDA BUILDING CODE (High Velocll Municone Zone 4. MET. LENGTH FOR COMPONENT ®WIS 15' = No. * = n0=0 T'�- °a NOR. ANCHOR SPACING FOR CL7ARPONEM (DANCHOPAGE AT BOTTOM 5 GIVEN ON i �• * : 20 GAGE GALVANIZED STEEL STORM PANELr •, SCHEDULES t A 2, SHEET 14. N, COMPONENT ® MAY BE PERMANENT DR REMCNABLE - pn Ot/ DRM/Toro q' P i -�' 'i= GLOBAL PROTECTION PRODUCTS, LLC. AW '� 9O I, L E C O 5 SFE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHELF 15. •. DRY -' LNc Mp0 5B SI ETfQT .71� 6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATDN Of ' ' �, 11'+ 1E9Y"'RO a ENNMECIMOCOMA, G'n[• n. 3a'a 20-176 DNA ,{" la, .Pr NHarw_ (I3.,aP-7e.6. INJI te3.leel-na7 TO "•�• ITae)'PR,-'>So BAND] =HNI SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND STUCCD/W'000 RI/NNNL. PI 9[H/90MTUIE/MR G-000l7,B _ WAtTW A 1NLR ,h, P.F -- BIHEY, 1J N » MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.=Af.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE NM In Iva M -1 q'-b a l ,A I -.I AT- wavanow Asa MY Mr. ) P.' '''P•. nIX LLN°1M ' ^^Y)IONS (u -VN �L -I-. To Gtwss PANEL o0Nwr1DN OF wE. .55.5E -724 7 5' W LESS 7 t/C a so no I T1au 6 A 7 .555. -724 ar_r To e'-e' MI.. 2 3/.' UNBOLTED , 1110 5 a 7 .53.0. -no Ar-r TO IV-2' Ma 2 1/r ' BOL S.gO4M a . 31. -•LO 12'-4. OR um 3 1/2- . AT OHl1RM 9. e • IQ BOLTED W/ ,/4Y-2y1. 5S MS A WNW AT O/EIRAP A M4DROIN Or RVICL fVALD ONLY top PANELS 67)h QmarALLAnows AS PER SECTIONS , THOU 7. ON SHEETS 4 It SI MNORN AS.O. VISION PRESSURE RATING (P...1) KAOIUM N oem 1P.Ows FOR ED. - 3 ,/Y + _.. .---.---- - -- - "CON O iY-CRP CALK-I1 PNIDYATE PLANE a PNI(LIATIL FLUS 10 To-.- ..._�__ __..__._. ro 130MCRPE C,RaICKuIcKiE 10 mWCR[2[ CONCRETE OlO CONCRETE CONCRETE N) CONOEI[ TO tOK1E1E OOaMp�[wll MNLCA0E TO SECTIONS I A AIFF Co"IMMTRON OF Fed 1140AIY PM14 LsNmw i' (R.) r WA N/A NIA r NIA =• NIA a' WA t (EDP) N/A N/A r - -- r 6• ^• a' - �• , (BOTTOM) S' N/A R/A N/A 6' N/A r N/A r N/A 2 (TRIP) 6' %/A W/A N/A e' N/A S' N/A D' N/A 2 (80,7060 .5e S. -720 Or N/A K/A M/A 6• N/A 1• N/A 4• N/A 3 a , (TOP) r-e• OR LESS oR LEN 6' S• N/A WA •' a- 1• 1' r e- 3 (BOT,OIO 6' R/A %/A N/A e• N/A 1• N/A e' WA 7 ONY) 6- 51 WA N/A Ir a' 6' e' e- 6• 4 A 7 (e0Ei0M) N/A N/A 17 1/2- 9 ,/4• 12 1/2' B 1/.' 6 1/.'� a 1/4' a l/.• 6 1/4' 3 („3►/BDflON) ME IAQEa 1. 11 FOR ANCNDRS IYPE Y SPICING FOR .61AUATO S INTO ROW Fewer 61111JwNG,. MINIMUM ANCHOR SPACINOF AMID MILDLY EDGE OSTALE ARE NOCATED ON TN3 SCFDLLt FOR ED. A35 TIN WDS•ATED ON SONEWLF REDUCE -NOR SPACMO D MIAIPLYNO SPACING SRDIIN ON SC•ICOJIE P THE FOLABNG FACTORS FOR THIS OPERATION TO R POSSIBLE, REDUCED SPACING 0/TAWD USING FACTOR IHN, wi BE LLb ,RAN YeR.111Y SPACNV .a TYD M EACH ANLIHOR TTPE AT A1NC1IOaf LUa.. Ago" 141E 1/49 BOOM 1_ I/4' v>wam 1/.•• RN E 1/4-. ,rN(u,aT 1/4-. rAA-r ,/4•e sD1-RE1 N,L Av GHA+WY 4 PJ 1 i 3 1/B J ,/2 , 1 �• # \• SF FLORIDA BUILDING CODE (HI h Velocity Nor Icons Zone) No. 4167 - e1Q'0 T11FA0' 20 GAGE GALVANIZED STEEL STORM PANEL, * IT * DAMN M q ST -> GLOBAL PROTECTION PRODUCTS, LLC. to L E C O I N t TTLUF TE3TNey INN MO COMPANY G'•K. n 3aJ,. _r� Lm.,aa- nAr PHONE (Ps•Js1A-1s.3. rA3: te6•tee.-BETE 20- 176 /r'prnN EN=M P[ lNJ.MEgMB/YEIE cA-DOoe1n--,r:�•� v Owwa Nu W.LiO A. 11LLR a.. PIT , R 1/4• to.. 5/e- LOND INASS BMM«G ., INSTALLATION DETAILS FOR REGULAR PANELSCI� A ( � 1/I•P-20.1• S.S. MS • e 'AN• 4- 6 1 PAIINTO MR L LLMNGTHS T ro -6, AND a ,/.• O.C. FOIL LEJ+OT,6 l► TO r-e' Yo.. a I, N-10 EXISTING WOOD STRUCTURES , P.NpyATE RELINE IO W PAQN En1A1 • OI \ c WITH , 1/2' w,. TlwrAom ro REDONELEaNeTw w ryTON II e'-e' Mm ..� I/��••�R.,a 7urR3 • M• oc / ♦ D (>aI.HG W000 MJWPEI�� 1 X/1A •i t Mlrt • r Ot ° FQW C01 I ,R• ( I 1 EO II OR .I. IO NOVER -WOOD,RamaO PURPROD 1 dwR 13 ALTERNATIVE 1 W ALTERNATIVE 2W 1 r I B--- SEE WHHm1AE 0. SHOT 4 lMMA1110N 1 To auta FW IPA TO LASS, I 1 I " F 11 1n°I0.C. ~ v ED' I Ea ._. I I E01 I to I I I !OI e• , Eo T to - j 1/2- E01 . t__ III/FOR I:caL.2. 3.3 rs • e,AN oc Ew PAIHn LMGTHS V ro r-o• AND e,•+,� O C FOR LIMO Ns UP ro r-6- M,I. R'� r 1E°1• I \ 1V� W TIN ,o PANETAMW RMAa D OR L R gWrID i1l rANL1Na1E PLUS e 12 /2• o C WITN I `� R•ExaO POrTRA� 1 ... v.•. w9CaM • .• oc 1 ALIEBNATIVE 1. ALTERNATIVE 4W YIN nrGDED Af F[NE11Glf10N tew TH w En3TElo WOW FLAW Foil 2%4• PULE I� It IRD.mH 01 MR 1,CN.F AU LLINCMS UP io e'-I• Mtl. AICAIIED „ ALTERNATIYE WOAD FRAME DIRECT MOUNTING INSTALLATIQN BUILD -OUT 4TION CONDITIONS i ANCHOR LOCATIONS NOTE SHUTTER TRACKS NoT SHOWN FOR CLnxm/ ALTERNATIYE 6W ALTERNATIVE SCALE 3/e-1- 7W SCALE 3/e-1' BOILS• 1. FOR WITH AS.D DESIGN LOADS •,�!'' INSTALLATIONS ARE ONLY VALID BUILDINGS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO B'-B' -. ,p♦'.•' \DENSE ?1nN :' \. •% FLORIDA BUILDING CODE High V4doclt Nurrtcom Zon• 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN 6 x <7020 nRc°. RHc PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR EOLIAL E No. : * _ 20 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR COMB'NATIOX Of SECTIONS ' A''. $T 1• :-w LTE C O LNc GLOBAL PROTECTION PRODUCTS, LLC. ,AR ',F "` )uJR _11 E�i o� I� ,w c INr .e0o sW. m Eau M.w. ^ i731' TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY F FRS$( ��• R _ •••. K>°1 •FIG-Ooz, cal • NI H ( nD,E Ie.)ea-Rsa. .r t41------m 20-176 INSTALLATION. p _ .•' R _-_ ''"=r=NIL N111N1 T 3utjwH.nW[/o�Ti WALTER A. TEUT .N. P[ - ,4 -._- W N, Ym 11 OF N. STUDS a EVERY OVERLAP (12 1/2- 0C) TO HOLD PANEL ,- (NIB) r/4•- SEE'i SEE INTERIOR PANEL END PANEL BO�IRE /T SC>[DIM I1 ® OR ] T•--3•._-• F011 My, .-,•. FOR Mw. OR DIRECT MOUNT I ANCHOR � Sp{jld DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE: 3/16• - I' MAXIM SIMAAS D. DESIGN PRESSURE RATING(D.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT '.$MICR INSTALLATIONS INTO CONCRETE I!c CONCRETE BLOCK STRUCTURES SCHL uu-&-1_:..ZA., WALL.. MOUW-GOND019N5.Mp-&..BOTTOM W.:' E.D. E..-_1 L1'_ STUDS a EVERY - obERLAP 1 To O. 10 HOLD LD PANE (r 5/8 • W (CASE I) 3• IPA.. (CASE 6) - O ALTERNATE LOCATION AT END PANEL L SEESF[ INTERIORPANEL END PANEL ®OS B - SCHEDULE''I SCHLE 1� I -3-- /2 FOR -- Ia FWEMI- r- Ulm ANCHOR W. ANCHOR SPACING SPACING DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALF6 Spa- - ,- MAXIMUM A.$ D. DESIGN PRESSURE RATING (p.a f) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE IAPPLC;NB ONE:._D 5ECIKMS.: k : NRS.TLL_L .Ija_W-0y STORM PAN- SZS ERL 0A-SLtaL JAL IIANINII A.S.D. PRESSURERATING 1. TACOW a TAP -OM CAA-N PNpWR FEW O WrIYAIC NY5 RLPPlItA0.E E° O' TKY'FON IDIGRMY•LPA --OON CONCRETE CDESIGN iC CONCRETE BUICK,"M"M CONCRETE CONCRETE CONCRETEkMA CONCRETE CcN"EE"` 6. N/A N/A N/A r N/A 6• N/A B• N/A I k 2 (TOP) ,55.0, -72.0 9- 7' 9' 9' 9. 9- 9- 9- t (BO77OM) 5'-0. OR LESS .55D -72D 6' N/A N/A N/A 6' N/A 6• N/A 5- N/A 1 k 2 (TOP) 5'-C' TD T-0. 9' 5• 9- 6' 9- 7 1/2- 9- 9- 9- 9- 1 (BOTTOM) .55.0 -72.0 6' N/A N/A N/A 6- N/A 6- N/A 6- N/A , k 2 (TOP) 7'-6' TO 6'-B' 9' _ 4 9' 1 6' 9' 1 6' 6' 6' 6' 6' T (BOTTOM) 3=ULF .2y-,1[JU FLOOR MOUNT LCt=1OMj_ AT_ BOTIOM..P(-EJ) .. 1 I/2' - MA1ayA Alto on" PRESSURE WI (311e • S/r W FROM IOP or NOLO CW I (SRe e r M.L FROM RIP O NO() APPLICABLE TO SECTIONS IFk COMBINATO MADMUM PANEL LENGTH 'L• (IT.) - - I PONCRETE To CONCRETE OF THE]L +49.2 -61.5 S 3' 4 1/2- 4 t 2- 2 (BOTTOM) 7'-6. OR LESS .52Z -66.0 3• 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 .55.0 -72.0 2 1/2' 2 1/2' NIA I N/A 2 (BOTTOM) T-6' i0 .55.0 -72,0 N/A N/A 3' ! 3' 2 (BOTTOM) 7'-6' TO 6' 8' AID Pn.N MET NAIrI MNOTN P�iIEsmUR atwG l' (n) ,WPAr foPRnION Ira II+I) (VQ MoKes) ro rAn aNHIIKFH ."A -ETA e'-r 2 3/,' 1W.01ID ME f1EET 15 FOR ANCHORS TTE It SPACRNG FOR NSTALLKT" INTO WIND MINE WEDIID MMMN ANCHOR SPACINGS AND M•IMW EDGE DIVA1Ci AE INDICATED ON THIS 9O11DOULL rOw E.D. MISS THIN euCAnD ON SCIOKU REDUCE MIGHDR 9WOq F NLamrWHc SPACING 910WN ON SO[DAE By THE FOLORIM AAC,OM. FOR RH6 OPERMI N 10 BE POSMOLL REDUCED SPACING 091AWN USSR FACTOR NALL NOT BE LESS TWIN MINIMUM SPACING INDICATED FOR LAW ANCHOR TYPE A ANCHORS LLCDD. 1/4 • 1/4'. 1/re 1/4•. ADLI011 WINE _ ..._. _-.7. PN11WR TAPDOH A OV-OFF DMA-N MK. Doe. VNIONO 1 3 3 3 ma�,Aln (N) 3 3 1 a 3 "A EA ONt 01111101110 room s 6 i Im lm No. 44167 Thr *' FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (I & 14INSTALLATIONS INTO EXISTINQ �CO�NCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS l'Jr G INSTALLATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 a 6) M41eM111 A S.O. ORSD,I .- MOaAIM ANCHORS YAC1N0 FOR ED. - 3 1/2' •• TAPCO4 CF TAP -CRP CALK-N PANELMAR rEMALE IO PANICUNIE PLUS SOLO MY APPLIh161t To SECTIONS / a MAW" P.E• PRESSURE RATRAITOCONCRETE (p.• 1,) TO CONCRETE @I= To CONCRETE To CONCRETE BLOCK To CONCRETE ro OOIHOREIE RACK ro CONCRETE 10 CONOIN TE BLOCK TO CONCRETE To CONCRETE *I= TO CONCRETE TO CONCRETE BEOCI ANY o9M4WDN Or THEM UM M 'L' I-) 6' N/A N/A N/A B' N/A 8' N/A 6' N/A N/A N/A 1 (TOP) 6' 4• N/A N/A 6' a' 6' 6' 6- 6' N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 6• N/A 6' N/A 6' N/A N/A N/A 2 (TOP) 1. N/A N/A N/A 6' N/A - 5' N/A ]' N/A N/A N/A 2 (BOTTOM) .55.5. -72.0 B' N/A N/A N/A 6- N/A 6• N/A 6' N/A N/A N/A 3 BE 4 (TOP) >r-5• TO a--8- OR LESS 6' 4' N/A N/A B' 6' 6' 6' 6' e- N/A N/A 3 (BOTTOM) 6- N/A N/A N/A 6' N/A 6' N/A 6• N/A N/A N/A 7 (TOP) 6. 4' N/A N/A 6' S. 6' 6' 6- 6' N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2 6 1/4- 12 7/2- 6 1/4- 6 1/4- 6 1/4' 6 7/4' 6 1/4- N/A N/A 5 (TOP/6DTTOM) 50.0, -53.3 N/A N/A 12 1/2- B 1/4' 12 1/2' 6 1/4- 1 6 1/4' 6 1/4' 6 1/4' 1 6 1/4' N/A N/A 6 (TOP/BOTTOM) e'-e' TO 11'-2' 55.0, -72.0 N/A N/A 6 1/4- N/A 5 1/4- N/A 6 1/4- 6 1/4• 6 1/4• 6 1/4- N/A N/A 6 (TOP/BOTTOM) 6'-6' TO 11'-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4- 6 1/4' 6 1/4' 5. 9. 10 (TOP) 43.6, -44BO 6'^ 4- N/A N/A N/A N/A N/A N/A e' 6' 6 1/4- 6 1/4• a (Borrow) OR LESS 6' 4' N/A N/A N/A N/A N/A N/A 6' 6• 6 1/4• 6 1/4' 9 (BOTTOM) 12'-4' OR LESS N/A N/A I N/A I N/A I N/A N/A N/A N/A 1 6 1/4- 6 1/4' 6 1/4' 1 6 1/4- 1 10 (BOTTOM) SEE 9EETE 10. 11 AND 12 FOR AN04M TYPE A SPACING FOR INSTALLATIONS INTO 1011O ►PARE B4RONRG AMRWY ANCHOR SPNCWRS AND MINIMUM CODE DISTANCE ARE NCGTUD OH THIS ECNEDWI. 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I JiOt 9II NOTE 4 e[wW `✓ •---`- t[L MOTE - CAL�7[�WEAi�[ �) IIeA FOR 00IlO117E ANGgR3- s[L T' R1DW IMI. r t (CII- -'Y �'LOGTON ,- Y„• itplmlu DM wwn 7S, r011 wJpp SCR(lY.-----J,• IIIL �� w A 1/r 1 1/B' T RANGES) r NOW s Q OR O w/ on w/�/� s[[ s[agNs a, snit' re INTERIOR PAWLS1e. 4[ YEow •'L/ O • IAY7 PANEL fn rot NSIAE1fD AT EACH • LAST PANEL (TYPICAL ELIEVATI D TO BE M91ALLF0 Ai FACN OPOYEG YIMIT ALWAYS t PRWDEDT / 15411j� I'll OPENING ALWAYS B! PROYOED w// Rf.AR HANDLE TO fACVTAh a6rAlU ION REAR HANDLE TofACMRAIE NSTALUtgN R IN,ENOCD TO BE INY(ALLED FROSIEM MIF INTENOCO TO BL INSTAllEO .ROM E-Z HANG STORM PA INsroE of sTRIJc+IMIG. E-Z NANO STORM PANEL 1) SYSTEM IN9Ix or STRUCTURE. I -1/4' AS a.P 7H,• YeK GAP rtH• w GrA - __- -- 1/4• RSK. GAP -1- SECTION A -A SECTION B-B :LL1p„D""wn`OCs)R0" Saar 3/7r• . ,• yq wNE 1/32- - I- (1) (,) nENf TION OF SERIES -.1000: E - T HANG STORK PANEL SYSTEM CONSISTING OF PANEL . I107Ei_. ,. TRACKS AT TOP a f1 PAN,W/C PLUS OR 11' LONG (7). DEfltll➢DN._OfR5DOD . 5ER.I. ( 7 HANG STORM PANEL SYSTEM CONSISTING Of PANEL . eAT lx)1T0Y W/ PANElWTES. Cont TRACKS TOP • B01'TON. (7) tND PANELS S1LAu. ALWAYS BE CONNECTED 70 EN NO 9LL wµl BY MEANS OF (I) f�10 PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PN+EUUTES OR. O USED JJQgIINTI.Y w/ 15' LONG TRACK AT BQROM, END PANELS V SrMLI BE PROVIDED A7 TOP of SUCH PANELS. SHALL BE coNNEcr[➢ TO ('t) w/ I/{-W-2oK3/. s. w/ 7/!(;�A1��Jr YANG NUT ON 1/- .-TbAJ Min UYBSCREW IMO TAP (ExCCP1 AS (J). REND PANELS ARE CONNECTED 10 BOTTOM TAKK, CONNECTION SIIAI CONSIST Or DESCRIBED ON NOTE (J) F1OV0. 1/{'e-20K3/{' Y.S. w/ 7/6Yv1/32• WIND HUT OR 1/4'•K3/4' Yln THUMBSCREW (3) FOR CASES WHEN ENO DANCES ARE USE JOWLY W/ )5• LONG TRMB � AT INTO LAPPED BOTTOM TRACK LOCATION OF FASTENERS WV BE AT EITHER OF 7Yp (, EXTERIOR FLIT FLANGES Or END PANEL Q()TTOY BUT ENO PANELS ARE NOT CONNECTED i0 E70ROIl TRKK 2 STOP BAR (.). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM *RACK (Le. A STOP BAR (FJ �L DC PROVIDED AT TOP OF SUCl, PANELS. IS ONLY USED AT TOP AT LUST TWO PANELS 51NLL BE CONNECTED TO BOTTOM TRACK (�)' TOP INSTALUTIONS WHEN CND PANELS MID SOME INTERIOR DANCES ARE DIRECTLY 40uMED TO fYiSTING SLLl WALL 8V MCAHS OF PANELW7ES, ONE N1[RiOR PANEL USING SPECS INDIG ON NOTE (3) ABOVE iH SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W/ TRACK (r1'1 Al BOTTOM ATM BOTTOM TRACK TO WALL TO BUTTON TRACK WY OCCUR AT ANY PANEL LOCATION W/ TWO PANELANIES fOLLOwNO SPICING SHOWN ON ELEVATION ANO W 1 7//2' (]). SEE SECTION I', 3' • a' ON SHEET T{. SEE ANCHOR SCHEDULE ON SHEET 25. MK+. CDGE DISTANCE. FOR THIS CASE, INRERIOR PANEL USED JU�{TlY w% DOES ,INIIHMIINl7/rr NOT NEED 10 BE CONNECTED f0 (7) BY ANT MEANS. 1RKK (7) SHALL � INSTALLED SUCH 7TUT ADJACENT PANELS ( E LEFT III RIGHT SIDE Of CRN]R PANEL) HI,V[. ,�`��, t/t '•i,, THEM OVERLAPS RETAINED BY 2�. ENS '-•'� FLORIDA BUILDING CODE (High Velocity Hurrlcona Zone a Proao nrEcc, me ,D, No. 4 167 ZO GAGE GALVANIZED STEEL STORY PANEL o•'.E, ^, � . SOF : 2 TAT GLOBAL PROTECTION PRODUCTS, LLC. yO,P^ I�C O I N e Soo 1. e, s11wEl '- '., , OF TROY iE1Tl-1a • p0�@INp COMPANY rHaa: (u.)OeI-Te+e, rAA. (vNkeP-R»T 20-176 V E\. �♦ •'.•. lsq l r� '' ` ION L u-aaane oR'RNo IN'/'.''KILL( IN,N11L F. YA/SenATUEC/EIAR IYNiu A nlur W., P.C. ~� r INSTALLATION DETAILS FOR OPTION 42 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ��[�{ 7APDW AI�gR! 1 • TAPCON ANCHORS i iM0.t. i9'oG. OR�CEONCWE�TE �IROCAI I �u�7[ 11r-- RCOUIREO G e i 1 Y0" • \ ; I Tie", , 1 , , ��C?p, ET. sW'rYn, Is I I tY aAw nmY4 a ExrstyQ-i ' �jA E.ISTIMQeI I i 9� cuts 1 1 ; 1 I "°Y OIOIM 1 iIE.a• , I ' 1 111-,0•P PAYEIANT[ PLUS w/ _.. _ - l/B•1 . J/32- wRxi NUT ,m51,ER I • e 1/•' oc. PIKRRD GO/ILTIET[ OR f.ON(7KiB BIDGx nou,REo WALL MOUNTING INSTALLATION SECTION SA O REGULAR PANEL SCALE 3/8'••1" SIE sNEn le . M roA NrcnoRs lrl•[ IF iY10101' 7iPt lym, _Iwoila[ sPA4,1rG rot, INSTALLAMNe INTO w000 PAS r J M1M1N1 WC� S/•ACIHGS NW WMYUY � a J Ill llmoISTAMtt Au arOGTEO a r,.A •Oa•eIAMO scLaE FOR i D IEts n1AN ProKAT[o w IYI•./ an..r UP+ DJ 7 -- 7 yS - Se,mlA[ RITAIC7 ArcwR evAculG In ESAmrelc ePAcra wowN oN uHraAL Amm n (let BwMp IIIfRR r- THE rouoww: rAGroas FOR 1>as r ,T r _ ov[PATxx. TO e[ POYveLc REDUCED wvaNc oerA1N[D lFiI4 rA(:rai SHALL Not - - e[ LESS iNw YrKYW SPAGND aaGl{D IY)R DICK ANC,KW twE ON 1N6 sLrlmu£ r a - - I 1 1 I E.a• I I I I I L 11,+-10•r PAN[lYAIF PLUS N/ ]/B'• A ]/lr WING NUT WASTER !.___ OR MIICII[TE BLOCK R[gaREp WALL MOUNTING INSTALLATION SECTION 58 O LIFE SAFETY PANEL \. t No. 44167 *; !w- �'.STATE Of r C 9�� %,%S oiva� rrnnl«IN1` ! _` __ P[ EVa/4D/NIVK/{W[ FLORIDA BUILDING CODE (High Wloclly Hurricane Z. nl'TEcc 1 C'" 20 GAGE GALVANIZED STEEL STORY PANEL f ° GLOBAL PROTECTION PRODUCTS, LLC. a�°p,�y°'° - IrT_TL E_C O .saP 5. e, Stag, a IY r sia www" Wrmw, R aAr'iue Pr,all[ (eN)Bes � a rrw.r'tRer)PaP-eTST 20-176 w (Plal'm-IW 4 PeR en-rNI _ CMW0eT11 -- 0,1,WI,N "• MKTU A MA h., IS r`••7 __ wm ,e OF IN c N Lau NOTES: V R1 - cr u PANfI cvcrru 1 E-I HANG STORY PANEL. SHOWN ON THIS PRUOUI;I EVALUATION DOCUMENT (PE D.) HAS BEEN VERIFIED FOR COMPl11NCE IN B.I) MINIMUM EYBEOYENT OF TAPCON MK:NORT AND PANELNAIE FEMALE ID • PANEIJIATE P1115 INTO CONCRETE ACCORDANCE WITH THE 2020 (7(h FDInbN) OF THE FLORIDA BUILDING CODE. BLOCK S/lµi BE I 1/4- DESIGN WIND LOADS HALL BE DETERMINED AS PER SECTION 200E THE ABOVE MENTIONED CODE, 8.2) YINMUM EMBEDMENT OF t/a'e x 7/e' CALK -IN ANCHORS 51U1L BE IS 7/8' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JVRISOICIION WHERE THESE SHUTTERS Will BE INSTALLED AND NO EMBEDMENT INTO ANT FINISH MATERIAL $HML BC PERMITTED, fOR A DIRECTIONALITY/ACTOR Na-085 USING ASCE 7-16 AND SHALL NOT EXCEED 714F W,t14U4 (A.S.O.) I/a' 0-20 SS SIDEWALK BOLTS USED SEWL BE LONG CNOUGH(SNDULD ANY FINISH WTCRIµ. EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 ! 26. ENGAGE 1/4• INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, UIFWT[ DESIGN WIND LOAD" DETERMINED PER ASCE 7-1e SHAH RE FIRST REDUCED 10 A5.0 DESIGN WIND LOADS BY MULTIPLYING THEY BY 0.6 IN ORDER TO 8,3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS RE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAN. (A, SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ANCHORS SHALL DC LONG [NIxN:N 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE S HALL BE AS MENTIONED W B.1) AND W 0.7). IN ORDER TO VERIFY THAT COMPONENTS MO ANCHORS ON THIS P.E.D. AT TESTED WERE NOT OVER STRESSED, A 33R INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NDL USED IN THEIR ANµr515, FASTENERS SPACING 70 WOW HAS BEEN Uf.TCRCRNED W ACCORDANCE WRH ND.S. 2015. (C) ANC)1(Nt5 SHALL BE INSTALLED F1x1(rinNC ALL OF THE RECOMMENDATIONS AND SPEC,FlGT10155 Of THE ANCHOR'S MANUFACTURER F 5fIXTM PANEL'S ADEQUACY (M IMPACT AND FATIGUE RESISTANCE 14L5 BEEN VERIFIED IN ACCORDANCE WITH SECTION 162E OF THE ABENE MEMENTIONEDON[D CODE AS PER FENESTRATION TCSTWC LABORATORY. INC . REPORT,/ 2032. AS PROTOCOLS TAS-201, 11 It SHALL BE THE RESPONSIBILITY OF tHE CONTRACTOR TO VERIFY 711E SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TA$-707 AND lA5-I03. IS TO BE ATTKHfD TO INSURE PROPER ANCI.OgAGE. TNt$ $HIniER 51W.1 ONLY BE A7TKHCD TO CONCRETE, BLOCK OR WODO FRAME BVILOINGS. 2. THIS MIEN /IA5 BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/0 THE USE OF A (ADDER OR UIT, THIS APPLICATION IS Vµlb WHEN INSTALLATION M1 INTENDED TO BC PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEµ/GULL( ALL SHUTTER DWw➢NF'N7 EDGES WHICH REMAIN IN DDNTINUOI!< FROM THE INSIDE OF STRUCTURE CONTACT WITH THE BUILDING 10 PRF VFM wND/PAIN IHTRUSKIN. CAULK AND SW. SHUTTER TRACKS AL, AROUND FULL LENGTH. J. SERIFS 1000 INSTALLATION IS APPLICMI.F t0 SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IT REWIRED TO tlt PFRrORYCD FROM THE INSIDE: Of STRUCTURE 13 STONY PANEL INStµU710N SHALL COMPLY WITH SPECS INDICATED IN IRIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED RY THE JURISDICTION NMERC PERMIT IS APPLIED 70. { SERIES 7000 INSIµlA1gN 5 N'PIN:ABIE 10 SINGLE AND DOUBT HUNG AND HORIZONSµ SLIDERS STYLE WINDOWS WHEN INSTALLATION 6 REOIIiRCO TO OF. P(RrORYFD FROM THE INSIDE OF STRUCTURE. I{ ATRIUM WINDOWS MO DOORS, INC. E - Z HAKE: STORM PANEL SYSTEMS IS PAIDIf PDp10 ]. ALL ALUMINUM Ex,RUS10E15 TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) f]. (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT; I.• WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. e. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE. 3101-1414 AL((yt'. (D) COHrNµ:iOR (0 BE RfSfA)NSIBLE FOR THE SElEC110N, PURCHASE AND INSTAUATION INCLUDING lR'C SMFTY OF 7, ALL STEEL $FRET METAL PANELS SETA HAVE STRUCTURAL (DUALITY Si ASTM A- I l4 µ Olt EEL. 6SJ GPADL' Sb Min., GALVANIZED STEEL MS PRODUCT BASED ON THIS P.E.D PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDUIONS OfiNLEO ON DCSIGNATION W/fy. ]I!.] Mai (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SMLTY AT SITE ,S THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31e N51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER pN (o) THIS PRODUCT EVALUATION OOCWE/rt WILL BE CONSIDERED INVNJD IF MOdFlEO ]OOIB W/ SO NRi YIELD S/R[HGTN AND 90 b� iENSIE STRENGTH a SIW.L COMPLY w/ FLORIN BUILDING CODE SECTION 2411.3 J.a (o) SITE SPECIFIC PROJECTS SMALL BE PRfPANEU BY A FLORID REGISTERED ENGINEER ON ARCHITECT WHICH WILL 9. BOLTS TO BE ASTY A-307 GµYAN12ED STEEL, OR AKI SOa SERIES STAINLESS STEEL wTH ]e Asi MINIMUM YIELD STRENGTH. BECOME THE ENGINEER Of RECORD (C.O R.) FOR MC PROJECT AMC WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGNECR OF RECORD. KING AS A DELEGATED C71ClNE[F TO ME PC ENGINEER. SMALL 10 ANCHORS TO WI SHALL FIE AS FOLLOWS! $URMn i0 THIS LATTER THE SITE SPECrfIC DRAWINGS FOR REVIEW (A) 70 El(RTUI:: POURED.s'�WF*E: (e) THIS RED. SHALL BEAR ME DATE AND ORIGINAL SEAL AND 5g1UTURC OF THE PROFESSIONAL ENGINEER OP - 1/4Y TAPCON ANCHORS AS MANUFACTURED BY 1.7 W. OVILDC%, INC. (KIN. I'e-3197 Dal.) RECORD THAT PREPARED IT - ,/{• e % 7/8' UlK - IN ANCHORS, AS MANUFACTURED BY UEWN.t INC, (KIN. I'c-3000 p.e.i.) Ig STORM PANEL MANUFACTURER'S LABEL SHALL IBL 1 BE LOCATED ON A READILY VISE LOCATION A7 STORM PANEL IN - �t{-10 PANEL WTE FF.MLLC ID a PANFl WTE PLUS ANCNOIi$. AS MANUI KrUNEO BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 77090.3 OF fI.URIDA BUILDING COOL. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 33S0 (/'c-P+I) LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING f.C1DE A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 1' fq7 PANELLATE FEMALE ID a PANEIWTE PLUS A2) MINIMUM EMBEDMENT OF I/{Y % 7/8' CALK -IN ANCHORS SHALL BE t5 7/e INTO CONCRETE. NO EMBEDMENT Wr0 ANY FINISH MATERIAL SHALL BE PERWITED. t/{' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUCH(S/N)ULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. A".... yt A.1j IN CASE THAT PRECAST STONE, PRECAST CONCRETE DANCES, OR PAVERS BE FOUND ON THE EXISTING WALL OR f1.O0R, ANCHORS SNAIL 8E LONG ENOUGH TO RUCK THE YNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL = XP''�,\CENSF' BE AS MfNTINfO IN A.1) IN AND A.2). :• (e) TASeI'.}' 1yG_G()HCBETE km-n.JEd LL No. 44167 .- 1/4' A TAPCON ANCHORS- AS MANUFACTURED BY LTW BDILDEx, INC. _ * •*= FLORIDA BUILDING CODE (High Y•IOCIfy HUrrILOM Zone - 7/4' . K T/B' CALK -IN ANCHORS, A5 MANUFACTURED BY' DCWALT INC. (1'm-, S00 P • I.) q . •i» nTrm.,c aa.. ry - %1{-10 PANELWIE FEMALE ID AND PANEL WTE PLUS ANCII(N75. A5 MANUFACTURED BY ELCO CONSTRUCTION ?0 GAGE GALVANIZED STEEL STORY PANEL awwN ITrJORDA T (I'm.2071 pa i.) - •,•-,)'�„}••AI ETyV,T,•, /•�-' -' --_-� oT/»/7o70 11 L Er C � IMc � GLOBAL PROTECTION PRODUCTS, LLC. 11LU1 �s1,L1oF %Na��wn t-ioe urr ..•..I�.m-,� eK.zw n«N'« PKarl. (Re.JaaP-Tsi rw. te.7.leea-eTn 20-176 P.c. su1�9oNIlR[/wrt u-aap°is --__ wN.TDI w Ii.LJr L.. PE. (V » .- Ic, a11/7 ww[t r, - - 1.d5IALLATION Qf'TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL(j11NT0 POURED CONCRETE OR CONCRETE BLOCK tax® cwaawn mNaxli NKAns A[PuwR - ---- Mel - ;" Woaw Ij e,•" can 4 4 a•L ��Ktm�iw� t--4t .. � LEi`.oAr'�Pr � c<'O19rDw,a ♦ YJ ::) � ua.AarP l F_ J i( rin'aA� \ � ART,. G..'uraJ ��,-Ims/A• , Oo d wl I 1 ''rYnn'rl Y:,,(oaio�K1E�.. LI 1 I p twrr� Orv) 1 e� eERa • 1 1 I 1 1 A I i -A-0 {1 1 A a SEPARATSESEPARATIONN �I�--a- ydImI '/,e.YS7/.• y€ ��' I�I 1'0 roaASS.gSS.f�lFr 'KNISS,Y:F' gRI soar SORDULLRON I �)�/e•�'•'r,�_Y�]WI»,•• KLJ�I �' I I LMW waA• , , I I I dS 1Z �r! II 3 r r i 1 � �Mur'i•,�'oa�10 I j �Btt r I 3 CPA i , IF�e Pwwio%. L.• -� .M°'w�[QLa�_ w .�.•F..�' � „ . / ,w//.ti-AeW Mi m�c,wrt o" L..•rrw k-, Y/�n'p••I�/1Y wNe Ra'~n^"»j'M✓>N17"- 1 •q,'RO�R 1 Mlila�/:v�-sou/.• Ac � l _ ,•EN,.._. Pes/T/s/..s/u• Kul Oa /av-Ixm/.• m DD I ' IsallEwO >rAA1sILwtK f+n �, I�/v-ao..E/.. 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Nrrs n Htort (es.).w-w e, rAx: (rs.)sro.en) .+... WTI n�-,ul . � E®; m •o" P( 1[AE/91LWARARM']E u-oaoeTlR r n. 7, r auwa w Nalipl A 1LIIT rFILE. ,[ W n-H, 1' , y r ewET 7a at » Q) U -E-+ N Q- o O = (170 )U (� CJb O O O l V O z z w J N N c tp o = G L..� ao U cc'� K C LA- Cu �• t > E r a) 40.1 _ Q 3 n: Et7 Ea m � all Cr. d' •� 7 N 0•- C 1 E=co �a � v O Q U O N BBBBBBBBBBI V J W z z Q ^J LL SHEET N0. SH 1.2 Q) U -E-+ N Q- o O = (170 )U (� CJb O O O l V O z z w J N N c tp o = G L..� ao U cc'� K C LA- Cu �• t > E r a) 40.1 _ Q 3 n: Et7 Ea m � all Cr. d' •� 7 N 0•- C 1 E=co �a � v O Q U O N BBBBBBBBBBI V J W z z Q ^J LL SHEET N0. SH 1.2 z w J N N c tp o = G L..� ao U cc'� K C LA- Cu �• t > E r a) 40.1 _ Q 3 n: Et7 Ea m � all Cr. d' •� 7 N 0•- C 1 E=co �a � v O Q U O N BBBBBBBBBBI V J W z z Q ^J LL SHEET N0. SH 1.2 �a � v O Q U O N BBBBBBBBBBI V J W z z Q ^J LL SHEET N0. SH 1.2 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE c S1000♦ CT _ RIF N N M FOR EFOR 2000 E-Z N__O _.GRIN PA ELC� _._.Z_.OPL_._. ,VA.1D _ORLY_EOR-PA L NST&L TLOy A5._PER Stf?F: TIC, .1:_�i!_4'_ SET 24f!YS � TL4y A5._PER 5LLT&IIC, .1:_�i2_4'__5YEZ24L5 2SL. DIEXYW -SD NOA ?LA(1E��In.L)FNGTH I yw6AU4 f(YARJ4nON I �L APPLICABLE TO MTe1G PaR.) (SEE SCCTgrR) TO D1A49 mcnows .66.0. -75.3 70' of LESS 2 0/16' BOLTED - ". 2', 3'. 1'6. _ 21Y A 3-4 .46.D, -75.J -, OR LLSS 17/0' BOLTED • A.A - • BOLTED W/ 1/4••_2o.J/4' SS, MA, A MMNGWT a OVDRAP A 40R OF PANEL LENGTH NCAs1U1KD FKOM Son OF PANEL MAXIMUM A.S.Q. DESIGN PRESSURE RATING (D.e.f.) AND CO RESPONDING AMMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS NTO CONCRETE A CONCRETE BLDCK STRUCTURE S Q E o . Ena oRrAWz PART SW I, 1 . AL,D ONLY f�-w,�'A,•:.QNS_.A4 PtR. SIr7Y�..'MS 1 _121RU.5��,.= ._ .. �� NAU(IMUM A.S0 DESIGN PRESSURE RATING AT) .I, MAXIMUM ANCHORS SPADING FOR C D. - 3 1/7' - ._-- APICABLr 10 Sanowl, 1 e ANY OF THEM, MAX_ PANE. •,- (n ) TAPCONS CADL-HN PAKLlNn FEMALE D PARLAV,IE NLA 10Wllf]1[RTo SLOG. III CODRL7E To00-CAM ro COMOET[ 12• N/A 12' N/A 12- N/A ". I N/A ,' A 2- (TOP) 11" J' III10' ]' S. s' S' 4' , (BOTTOM) SERIES 2000 * 12' 3' 12• 51 1• /' 1' 1' BOTTO , M) /+ 66.0. N/A N/A N/A N/A N/A N/A 12 1/2' ,I- 2• (BOTTOM) -75.3 7• N/A 6 1/2• N/A 4 1/2' N/A 4 1/2• - N/A - 3' (TOP) 70' ON LESS 12' N/A 12' N/A 9 1/2- N/A 9 1/2' N/A J• (BOTTOM) 12' N/A 1T' N/A 12• N/A 12• N/A 4' (TOP) 12' S. 12' 9 1/2' 12" i1' 12' it* 1 A- (BOTTOM) "UNITED m 650 PAY ASD DESIGN PRESSURE RATING AUL SHEET 26 TOR ANCHDRS TYRE A SPACING FOR INSTNIATIOHS INTO WOW FRAME IRALDHO wYUM ANCHOR AID YNYW COLS DISTANCE ARE VNE ON IRS ARCHCAMED C LESS TAN A SPACING SC1(DUv. OR f O LESS XNOMAIFD ON 9bKDIAE CDDQ ANCHOR SPACNG N MAnPLVNG SHOWN DN C0 TO rOLE FACTORS FOR TO MR O LESSOTI r0 R NuN 1111.1_SPA NG FROG TIED FOR EACHAN IlOR K AT S REDUCED V OBTAINED USI NOT K EELS THIN YNYW SPACING NOrNEO IRA CALM ANL110N T.R AL II,CH,025 ILGfMI AlOa n•E 1/11e 1/41 1/47e TAvPUTS 1/4'6 - Tvm HOME 0 CALK-w E.A ANNAWS /PAOP 0.) 3 E ] t ,%2 Ix Mel4RAIO ar.Fr PL) J 3 3 3 � "I a.rr ,r pn3 3 3 1/2 3 ,R oi;m - ITS II. FIX 1 1n' b _ t I/r - _ - - JD __ - 3. 1-0 - 140 .Y - -3I IAb Im °'�t�P.A) T� :�11; ,\GENSF No. *: Er. P E ECIL/9dY1UNtFu J[ ",_�_o 1 + ARID RES Wx TO DISTANCE BETWEEN BOTTOM OF PANEL i -� ; kT3( ++ RE LINES Y..- DISTANCE SETWTEN BOTTOM Or PANEL AND (D 10 BE 3/16' /l6• Me. FLORIDA BUILDING CODE (High Velocity Hurricane Zon P,1xXIII nEUXI. Hc' 20 GAGE GALVANIZED STEEL STORY PANEL a 1 AWN N... C O INc GLOBAL PROTECTION PRODUCTS, LLC. 61 a/'�/TE •eC0 3... I, SUITE, Ur ` [ ANY - ^ �33' 20-176 P.-- -1 o,_,u'ro T:_1ai m 1uY,r P,aNE (Fe•)eee-76Ap. AA 191.MeR-e»7 G-(TORN 11� IMAPIN - WING -1Y-1. , _- _ __ _ -- - -- -- - - _ .._ _ - --- cOMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS --- __ .--15.125• (TOTAL WIDTH) -----_.--- -- IF- (SCALE 112- 1 -.-' _- - _. _ -. 2.1eT _..� 1100E (EFFECTIVE WON) 1/4•.-7D.3/A'CTI1 ------- ._e 1/e (TIP.)- • I �_J. F- 37 • • tx5' •. • cFi r*e'qcE� BB�4{�� -�' 1 .Soo•i I U / Il 1 ( r.11131 0o. '1 I' . L ,o• r- (NAY BE R[ !RS[0) - Sap ..... 1 I 1 I E .. _.. _. 686• / CL DOW W. Dec- i 1 GALVANIZED STEEL 6 oe4 t yg y 1 EDGE ASTM A053 TYP. ( .'60.2.000• v IA 6• ..... ety,T I I GRADE 60 MMMIY c-eD 1- E101 I x.12e' I. t ' AN'_j (---L500--I �1125' i ..___pIpA4 A 4a J Qt STO M PANEL - }7s _-(IIr.) , 150' - TYPt ,350• - OCTAL A- 1 _ I. -- 2.000' -- 1 PAWLS SHAH 6T INSIALLLO "WAYS L-- - 2.3e7' ._. - FROM LEFT ro RIGHT N 1/2• LEG !•[ISSl!i�p� �p�r�L( ��aR�1Nl++�� L1yy LF �A�r� At ENO AT ILn SO OF PANEI O "e4 HEADER H 6 O -Fr�CK 4 ALERT -HUH._ S T vM �LITYP •.1� 1 . TY PANEL I%, GAL.OVNtl1ED STEEL AN,VII 'S CAW I", w/ FKYYfD [TILE. .37 ..._ P PAME1 ? •o.oa 1 ".saw M 73ri 0270' S' I `` T . I I _ -1 r _ I F A ! ___' 0.375- 0.250'. / 250" 1.4Dr 0.6w r.. .- iI/c - eo R700' _ - (90 222so -'� ISOMETRIC VIEW DETAIL A I»�_- Y ,F C1 1 OR I 2i011 ROUNDED CORNER • ENDS OF PANEL'S I - i m. I[7�L��\•/-`/�^.�_ T> ._ L. END UP W/ HEMMED COGS. !/e.6A .120' 2.378' ---` I 1 2.501 (-_.- 1 \\_._ WIE d PANEL 3.750• I .001• 067- � ' O KEY HOLE WASHER © KEY HOLE AT PANEL - 760• - 073• (TYP-) _ - 7�• ]105-H15A ALUM ALLOY - 1 I . SEE SHEET 6 rON ADDRTIONAI x.124' _-.7i0, _ .613• LAIDATONS a SLEEK LENCIH 6 I )-. 091' Iw _ DRAY v.WO r0m NSTµu`TWNS we I I.2e0 I ,s75• � SLEEVE 2 1 /6" ! }_ (TIN.) WOOD STNUC,UPES 1EYSiIy1 S. EYSeIy 1 ._3 _. 7.000'.._ 7. I 3750• - - t9J' 2.110o A aaD- (M.) I.7J0• 250' (7 REV. 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N_ TALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL G� INTO EXISTING WOOD STRUCTURES '/.•. LAG SCREWS • E• O.0 W/ t/]' YH NYCADCD PI CTRAMIN (] Mn T•.� wow 1/0. LAG SCREWS • e" OC. w/ { r0 EXISTING WOW HEADER I pTpREGUM D /4•H LAG SCREWS • 6. O.0 W/ ./M 1 1/7' LA•, THREADED PE,LL, 1' W. FKA, MT OIL ON EDGE / ,i(EAfCD PENfrRIA m OOE'NO wOGO HWAOCR 11 ♦ d"L /1•.1' SM.S. TO [%6TMG M000 Ifi1°ER 11 • CA. END ore 1 4•.-,TW {• Y.S. ( GW It41- EMS. e f..nl Y/ 7/.t y%-r WAS; • EA END OR y NOT s 2 o.C. I , 4•e LENS SCRUMS a cW^c Ilx,• SYs. 7 • 3' oc ./ ((((I/� 1 a / H 1 • EA END a QD M JR/ •7%6� /33•ra EAm, wG W000 HEADEn�C11M11CNT , 1" I'.T ] (SII DETAIL 1/74 ! _IM6`O to m [n �) (E� jN I-,-- . _ 3/16' awn 10, FEW 4Ca"'f-,- L_ AIM_ IAJ(ELqo SLS. `} or EKwr ® • EA cYD of Q) '.Iy p(Tro"OwIN I 1 7 C«Ic ' �RRO)LOOO _ wCDAO[q I I ET ! 11 t T_ _1(SEEE. �Gr) , 1-I "", "A", REBURIED �.:1 - ' - 75EPARATION I t Y 70A3/•" t/TGM. 5 - 7 ./W YN / Y. W (- IE.e. w/ ! 61A3/33 I �! 10+J R 10 Gl/SE. / / SEP-EON ' 1 4•h /•• 6 7 6 b JIF Nlh ! - t0 GLASS. Ma W/X/6 ..3/m I WING XIFI • %1 12. O.0 e 1 I h' OD IRRf 41 EVEN OVERLAP R 2 7/6' WTI g L1Qr 01RRAP �( V/% A' --+ TOP GLA35 I 1/•Y-10.3 N' _ j` 2 9/16' Yn I 7 6'hT/37/ Fl /6 / .. y MFE WN�Yf ro� i p I OvVTUw 0 I - Ep� i ,r _i-. _...__$-- I SA�[ I I Ax . i ] I 9 N `.y. 4 ; _I ! Ei �i�ni%ii-"s 8 E I 3 cwr I �$ 1 --iP+ 0 12. O.0 i I FI �_ g \ -/ - 1 {'.- S. WT. rLAAETAR !YAWL D e /a'{\PN TPL -t2NAFLEW UT \B �. GPM - 1AI�/1' B � 1/1•M f• YSOR I a 6-2D� i NOrz IA SEIM)E�iRA-ONi 1�7 1�/2• oc -- -- I � I w'/ 7 �'��/�r wwc _._1 h I/4Y LAC SCREWS • e' O.0 W /.• MS. W B t ]50 '• Y1n L_TIILAINEaW (' w 3/a I r.•' 1 , / }¢, � 1 1 Y NM THREADED PLNCTRA • \ I. t/ 1bOD n DIN REWIRED ' �3 MUf 1 ` ^ ) NOT! IA BELOW) l WOWPM Or MITE AT SERIES IW(1 OR M/ dl ON COOS .-„ I N.-3°.W?9/FGa' N L `.YS1M S2) 14-10 PANEUMTE PLUS W/ LSlt NOTE lA WCIOw) j 1 1 N'.-20,]/•' MS W/ 7/6"R.3/32• "" f a o. c. 7J/. Man PENETRATION • 1 • � �,. , cnM. SCREWS 6- stR6 1000 1/r6 lM 9N"'' e• w/ ' --I/I LM SINREO a e' aC. ^/ --wo (3 t I 1/2" Wn MRFA(IED PENC1RAtWN Len (2 3' _ 117' WTI. iN11CIpFD PCNLERAPON "" WALL MOUNTING ti°pORR It ALTERNATIVE 2"W RooD wo1.In., a MDWO OF ATE EOGF � Nn 2.A eoo0 INSTALLATION SCALE 1/4'-I' -1 RL0-11 rut RAT OR ON EDOF "W ALTERNATIVE 1 BUILD -OUT MOUNTING SCALE I/A-`'- INSTALLATION FLOOR TO CEILING MOUNTING Imes ALTERNATIVE 4"W INSTALLATION 1. UP TO 660. MC ONLY VALID FOR -S UMCS WITH AST) D(SIGN LOBOS SURE -/N'-1- Dv To .66A, -15.3 w AND PANG.-S ICNG,H UP To s-,o• 8 -- ,,.'„I�,II,AIHT�� E,r.`TERNATIVE 3"W 2. FOR NEW WOOD rKAME GONSIRUCMN WOOD WE AS 10 BE SO MEAN, �R ``� •�... - ,•../%"✓7i' SL:A1 E I " . 1' PINE Nc, 2. W/ SPECIFIC OENSTI'I lY 0 SS OR r01A4 „�IEZ : �y>?�' vGENSF '•,9 ': g FLORIDA BUILDING CODE (High Velocity Hurricane Zon• BQ7LL N0. 4 - o2cm LXrtco. we _d = 20 GAGE GALVANIZED STEEL STORM PANEL SIC 5PECIfIG AHD gCOURFLEWS 1YN1 OF OP OAR AT TOP AS _ * . ; * t j� DIW,N P. TRACKS 011 AT � .In aN ,H1a) ,` ~ ,YELL AE PAHEI LYRED XH'D oo, oR 2oae s.LunN F o« §�ErT 2 "°""E GLOBAL PROTECTION PRODUCTS, LLC. Q7/b/'e'O : .D'.- STAY OF, - / nn to Di' :r - IL E C O INc NaE FIXd WY ,KN DE 6F ALTERNATIYE TOP NEARER WOOD PRArI�A''. ,..� •6001, 31 ITTR, " ., I ' -0(�\'a" nw 1 �a • Now c ANY - n. _H 20- 176 ,1 - L-me.- w AAA IO6atAN- 7,'"'Nnu N, PYl �' n�..: tilW .,u Kn F-. PF4 .i�.Iuf1,r TOP A BOTTOM t4aARNat CAN 6t "SINED N 4HY CONDFf1ON ANCHOR LDCAMTM sJp E 4 . Ir m - WAY TO sun ANY INSTALLATION, ' S IR.4/9 FLAT/DAII - OpJ.7 I. fAYMAa Fb SfAIE: 1/4' . 1' Fi IrO1F Sw114. TRKYS NOT L'TOUT TOM CLARITY WALYCw A TIUT Jr. P.t91 b,, « FLOAQ, I118A I W V IY113Y 2/4 MAXIMUM SINGLE PANEL n IFNGTH "Lr SCHEDULE ONLY FOR REGULAR STORY PANELS INSTALLATION INTO �uBEQ_ CONCRETE. CONCRETE BLOCK A WOOD (t) 3• "I _- -µCN c 9 SCHEDULE ON T-I. MN �- SHEETS 1, 10 !11) SINGLE PA_NEUSCD UNREa - REn 5IHGLE_PAtlEL5_L7.'51wkffO AT EACH ALTQP _OR_J30TT9M M WITH TRACKS (1). M. 41 �L-�1 9H B D.A.. 2O, 3O,Q, rTT`I-r- r-I-�-r-rT-�r-r--rr WITH TRAC_IK5_11 9R (B� tr aRE[T MOUNTED AT EACH EN ^ � - MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 MAOI6UM AS.0. PRESSURE RAwi"G (Per.) (N -) CONCRETE ALWOW NS OCSTµLATOy _ I ___ Li I.- 2ao J2'-0• W-01 --- 230 I2'-0' W-0' JI0.0 11-e' lo'-e' JaO to' -to* W-0' 40.0 ,0•-I' I•-4' 430 9'-61 e'-B• _ Sao ►'-,' e'-4' 35.0 0•-r I'-0• -- Sao 01-31 r-2: -- RSO 6•_0• r-4: _ 70.0 7'-8• 7•-o. 75.0 T-3' 0--,0' 80.0 7'-2• I'-,. 615.0 71-01 0'-5• DO.o- 4'-I• 61-2• $O I' -I• 1-0• IO.S.O 0'J• I 5'-e' 110.0 - 1 ,I --)'- trio 3'-0' I UFf 5. 3• MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS,O, DESIGN PRESSURE RATING CONCRETE A WDOD INSTALLATIONS f- 2ao W-4' '37 - _ no 12'-Fo' III-7• -3a0 l,'-Q' ,a'-r 35.0 1o'-lo• I' -I' - - 40Lo 6'-6• 6•-2• 410 e•-1• B•-r - __Sao e'-7• e1-21 - SAa e'-3• r-I• Sao I"-0• I r. Rio 7'-e• r--!' Mo 7'-3• 6'-n• 750 r-r IT tl0 7-0• IT 10.0 --- I' -I- 0'-I' ISO I'-7' S•-la• 100.o e•-3• 3--r Ia10 - .•-J• S. Flao - 3'-F• --- I mo 1II.I 4'-0• MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SEED 4 170 ..p.h IWND SPEED A 170 Fn p.h (I,) LUNR[SIRNNCD I RISTPNNEO UMKSTRNNEO RESTRAINED 30 OR LE39 1. I. 1. 6 1/4• ,33 70 90 1. I' 7 1/2• 7 1/2' >90 To '45 1' 1• 7 1/2- 7 1/2• >145 TU 1E6 1- I . - 7 1/2- u IT_\ rno ♦ F,Ivru uAiNUT1MEJ r. ur%rrmu ••OUT - -•-- T� 11 Mo- 1. HEADER NfADFA 1.5•%1.5• � C TRACK T TRACK W'IpL WUAD-aUR .r TAkok G6NJM5 pl� MOUNT 4e' 32' 32• 35" 36• SO• SO' 4 131x1.5' SAID ANOIE 35' 32' 32' 32• 42, ]6• 31' 1T 'F' TNACM w. 32' ]2• 42• 67" so, so, I WA t ANGLE 50' 32' 32' 31• so" W wT 50' I ]2' 1 32• 1 36' 1 50' 1 S6' 1 --- 71 v. q_-yU14-1j, AS ,1 /4, 3/4, 4/5, 5/5 BE 6/5 1 W/6, 2W/6, 3W/7 k 4W/7 3• MAX __ -_._- _Irl• WIN.•' • -----t 'Z-'T-r-r-7-T-17--1-T I T1 t � ! __ 14 : BOLTED PANELS W/ 4. 1 -20r," OVERLAP (SEE SECTIONS AS• APPLICABLE) 1. 1_-l_ _l_-1 J I j -T-1__ ( I 1 11 : I D.M..Q3 . 4Q. 1 _ _ ' - i-- o -Li- 0 1 I D ! - l - i -- ®Or® 3 Alt - i• INN. 1/4. 3/4, 4/5, 5/5 • i,-,;_S 1• r Mw. MAx 2/4 1 W/6. 21I 3W/7 & *MINT I-. -__ _ - --_ ANGH0115 (SEE SCHEDULE ON SHEETS 9. 10 011) - REGULAR STORM PANEL J) ELEVATION t/4` H 2.w7• N.T.S. al,. OAP AM WOM* -f. WHOWE LE :EY) 1 1/4•\ rT -.v \.� � v I „AIR_ GRIP F•J SECTION A -A .--( (�\ N T.S. NOTES; all) L. MAXIMUM ALLONWE PANEL LENGTH FDA A GIVEN POSITIVE ASD °CSMJN LOAD L-. MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGINE AS.D DESIGN LOW. (2) PROCEDURE TO DETERMINE MAMMUM PANEL LLNOTH', GIVEN A POSITIVE AS.D. DESIGN LOAD. OFTCRMNE MAXIMUM PANEL LLN O M l•' FROM SCHEDULE, GIVEN A NEGATIVE A. SD DES" LOW, DETERMINE MAXIMUM PANEL LENGTH %- FROM SCHEDULE. FiNA MAXIMUM µLOWA6LL PANEL LENGTH IS rOUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN 'L.' AND 'L-'. (3) SEE SCHEDULE BELOW FOR AN. PAWL LENGTH FDA POROSITY QUAIUMATION. t INSTALLATIONS POO WOOD ARE LIMITED 70 r 05 P... T. MAX ASD. DESIGN PRESSURE RATING �A^"'II FOR MAX AS.D DESIGN LOWS A MAIL PANEL LENGTH FDR .P... •]Ec1IV EN SPKXR 69' 1E USED `« S•' �- S ''�'$ FLORIDA BUILDING CODE Non High Velocity Hurrlcon. Zone - O. 44167 Iron 1n,110. We 24 GAGE GALVANIZED STEEL STORM PANEL Ix. , * _ * ____-- `-__---- 7 : , :*f - . y •. TATE OF �. I L E C O INc. �` GLOBAL PROTECTION PRODUCTS, LLC. 0�''• wry1/two WF 5. :'A{r .'r . E"AmilvWw coMPIt Allr // Q RID N _r`FI�- 'icA s 0 -17 2 5 / o , , wAa,M FAN -i.w TAX .6. -em wi ".y I NA L�ALaAM a 001III I. __ IIIIMII nre./aJ[ .r1LT--.!W A . R [ - ... 4N4n - .. , OF IS �NI=RAIL NOTFC Nun PO! •4e Yr RAFFTr A F-7 H,YIO .10R11 EMIEESi (C) TD [LISTING %D_iMN._SPUIEIC _GRAY)TY__G.--._=_Mb,' St(MM PE[L 5H0'WN ON MJS PRODUCT CVµLAMN DOCUMENT (P E D ) HAS BEEN VERIFIED FOR COMPLIANCE w ACCORDANCE - 1/4•0 TAPCON ANCHORS. AS MANUFACTURED BY IT W BUILDEX. INC WTH THE 2020 (7Rh E ITION) Of THE FLORIDA BUILDING CODE. THIS STORM PANEL SMALL NOT HE INSTALLED AT HIGH _ /14-10 PEEUMATE FEMALE iC AND Pµ1ELMAlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE IONICS (MMI-DARE / BROWARD COUNTIES). - 1/4'4 LAC SCREWS OCR NOS. DESIGN WIND LOAUr SHALL BE OrTF.RMINED AS POP SECTION 1609 Of ME ABOVE MENTIONED CODE FOR A BASIC WHO - 7/15'A . 5/6' *ODD BUSMNG. AS DISTRIBUTED BY AU POINT SCREW, BOLT A SPECIALTY CO FOR A CTI TY FACT P REQUIRED 1 1 STORM P Mll INSTALLED. AND 0 DIRE ONNJ OR F(XN WMERI. S OR ANSI HE STONE . SPEED AS RCOU RE BY HE AND SIC KD-0.65. V5R1G ASCE 7-16 M0 SIW.l NO EXCEED THE 4AXNUM (AEU) DESIGN PRESSURE RATINGS INDICATED ON SHEDS C.1) MINIMUM THREADED PENETRATION INTO W000 Or TAPCON MC11UN5 SHALL 8E I 1/2• AND 1• FOR nCT PEEI.WI* PLUS J. 9 12 • 17 to AMC PANG FEMALE ID IWLLL E DERV PER T-t FIRS lAl1WTE DESIGN WIND LOAM ED C ASCE B SU4µ1 ER VEPoRY ME ABOVE CUE DETERMINED THEN BY 0 6 N ORpCR TO COMPARE il/{5E W/ MAR (A S O) RATING HE 0 ORDER R UC O ASD. DESIGN PRESSURE RATING BY M. REDUCED C.I) MINIMUM THREADED IATKw lC4 SCREW, THE W000 FRAME UNIT BE 1 1 O THREADED 9 TYING DESIGN PRESSURE RATINGS INOIGiLO ON SHEETS 3. 9 MRU 11 tr 17. 16. E AS Q THREADED DR I P[rR.TRATON INTO STUCCO SIINI. BE CONSIDERED AS PINT OF THE REWIRED MREADm ^ENCru.TION STUCCO B IN ORDER 10 VERIFY DMr ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE INALLOWARE. St14C5S FOR WIN0 LOADS WAS = USED IN THEIR ANALYSIS. FASTCNERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM COCA DISTANCE CE LAC SCREWS, INTO WOOD SK4 L BE AS INDIGAM13 IN THIS DRAWING ACCORDANCE WTH NO 5, 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION HICKIA.2 OF C.4) MINIMUM PENETRATON OF WOOD BUSHING SHALL BE 5/8' 1/4' e-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM THE ABIM WERIIONED CODE AS PER AMERCAN TEST LAB DF SCUM FLORIDA REPORTS IM 4.01-01 AND #021902-09. AS SHOULD STUCCO EXIST, AND I• MINIMUM FOR WALLS WITH NO STUCCO PER SSTD 12-99 tr ASTM E 330-02 STANDARDS. AND AMERICAN TESTING EAR SOUTH FLORIDA REPORT If1123.01-I0 AS PER C.5) IN CASE THAT PRECAST SCNE, OR PRECASTCONCRETE PEELS, STUf-Y:U OR W000 HOARDS BE FOUND ON THE OUSTING TAS-201 AND TAS-i0J PROTOCOLS. AND AS PER CALCULATIONS PIRFORMIED IN ACCURdwCE W/ SECTION 1604 OF THE WALL ANCHOR` SHALL BE LONG ENOUGH TO REACH THE MAN STRUC AC BEHIND SUCH PANELS FLORIDA BUILDNC COO* ANCHORAGE SMALL BE AS MENTIONED IN C 1), C 2) A C 4) 2 ALL ALUMINUM EXIRUSKNS 10 BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF IRE RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOR'S MANUFACTURER. 3. ALL N.UMNUM SHEET METAL USED AT CLOSURF9 SHALL RAVE 3105-HI4 ALLOY. 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. µI. STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 90 MINIMUM, G-60 GALVANIZED IRWXIGH S) EXCEPT THAT HEADERS*® SK41. NOT Hr. USED STEEL UESIGNAIION It 22.2 kN (AFTER ROLLED). 9. IT SHALL HC THE RESPONSIBUITY OF THE CONTRACTOR TO VERIFY TIC SOUNDNESS OF 111E STRUCTURE WHERE SHUTTER IS TO BE 5SI . ALL SCREWS TO OF STAINLESS STEEL 304 OR 316 ASERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEA DIN A77ACHCD TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BAJILDINCS. 90016 W/ 50 k,I YIELD STRENGTH AND 90 k.. TENSILE STRENGTH MID SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241E 33.4 10. EACH REGULAR STORY PANEL WITH LENGTHS OVER III AS PER SECTIONS 1. 2, 4. S. 6 AND ALTERNATIVES IS, 3W A ALE ON SHEETS 4. 5. 6 A 7 RESPECTIVELY: SHALL HAVE A LEGATEE AND READILY VISIBLE LARKING INSTRUCTING OWNER OR TENANT TO 6 ROETS TO BE ASTM A-307 GALVANIZED WEI, DR ANSI 304 SERIES STAINLESS STEEL. WITH 36 kW MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARNING 7 ANCHORS TO FIN.1. SHALL HE AS FOLLOWS: It, THE INSTALLATION CONTRACTOR 15 10 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CCINTACT WITH THE BUILDING TO PREVENT W1W/RAW NIRUSIOII (A) t4 L?Tw1Nr_ P41J= S414BER- - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (Yin C -3192 P.A,.) 12. STORM PANE. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN IRIS DRAWING PLUS ANY BUILDING AND IONNG REGULATIONS - 1/4- P A 7/0' CAUK-IN ANCHORS. AS MANUFACTURED BY DCWALT INC. PROVIDED BY THE JVLNSOICTON WHERE PERMIT IS APPLIED TU. - 1/4'e . 3/4' SOLO -SR ANCHORS, AS UISRIWTEO RY All POINT SCREW, BOLT A SPECIALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (MIT. Fc-3000 p..i.) 0 P Y F CO ONSUIUCTION PRODUCTS. P T F A EELMA US ANCHORS. AS MANUFACTURED B .L C - I4-10 EELMA C FINALE O TE L C 1'OR A 5RF SPECIFIC PROJECT. ,.. WHERE THE SITE CONOIXX15 DEVIATE FROM ME PED - 1/4'0 ZAAIAC "NUN ANCHORS. AS MANUFACTURED BY DCWµi. INC. (e) CONTRACTOR TO BE. RESPONSIBLE FOR MC SELECTION. PURCHASE MG WSNIATION INCLUDING LILT SAFETY OF THIS PRODUCT QED ON THIS P.ED. PROVIDED HE/SHE DOES NOT OLVMiE FROM THE COIODDNS DETAILED ON MIS DOCUMENT A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4". 2" FOR ELCO PANELMATC AND AT CONTRACT RESPONSIBILITY CONSTRUCTION SAFETY SITE 5 THE ORS E 1 3/4" FORZAALAC NNLW ANCHORS. (c) THIS F'RODUCT EVALUATION DOCUMENT WILL HE CONSIDERED "VALID IF waoirIED 12) CALK -N A SOUD-SET ANCHORS SHALL BE EMBEDDED 7/5' INTO THE POURED CONCRETE. NO EMBEDMENT INTO SMALL SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHL BE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST, (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED FIT A FLORIDA REGISTERED ENGINE" OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS SEEN NO STUCCO, AND MAY BE HEADED SCREWS UR ALL THREADED SCREWS W/O HEM, ENGINEER OF RECORD CIEO.R) FOR THE PROJECT AND WHO WILL BE Rt SPONSIBEE I'OH THE BUT WITH WING NUTS PROPEA USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO IRE P.I.0 ENGINEER, SHALL SUBMIT 10 INS UTTER ME SITE SPECIFIC DRAWINGS FOR REVIEW. A3) FRCASE THAT PRfCASI STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON ME EXISTING WALL OR FLOOR, ANCHORS SHALL. BE LONG ENOUGH 10 REACH THE MAN STRUCTURE BCHND SUCH PANELS. (a) MIS P ED SMALL B*AR THE DATE AND ORIGINAL SEAL AND SIGNATURE. OF THE MODELS 510NAL AN ANCHORAGE SMALL BE At AS MENTIONED IN ) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT. (B) TO LTgMG..GQNGBETE DLL -BALL AST*S.-N' 14 SHHUTTER MANUFACTURERS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SI IUITER IN A:CORCAKE 'ATTAR SECTION 1709,9.2 OF FLORIDA BUINEUNG CODE. ONE LABEL - :/ 1' 1 TAPCON ANCHORS AS AEU. 111RE0 BY 1. T. W. RVILDE%. INC. SHN.L BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WTH SECTION 17M 9.3 OF THE - /4' W A 7/6' CAAX-IN ANCHORS, - MANUFACTURED Or OFWNIL7, INC FLORID 9LnLLVNG CODE. - 1/4'. X 3/4- SOW -SET ANCHORS. AS 1N57R18UT1]7 BY ALL PORlT SCREW, HOLE A SPECIALTY CO - NISI-10 PMEEMATC FEMALE ID MO PANELMAT PLUS ANCHORS, AS MANUFACTURED BY F.LCO CONSMlIC1ON I•H``.IOpMA 111111I///1/ - 1/4• a 7AMAC RAAIN ANCHORS. AS MANUFACTURED BY OEWµT, INC A.',ER. •.T,CC/T'%4 9,1) MINIMUM E'MBLDMENT OF MACON ANCHORS, FICO PANCLMATES AND ZAMAC NA:UN ANCHOR, INTO ME n•�TCEN -� � �'i \• SF -..9 FLORIDA BUILDING CODE Non High VelocityHurncan. Zone' BLOCK UNIT SEAL BE 1 I/4•- r 44F'.1' o7a70 n¢G0. Nc 24 GAGE GALVANIZED STEEL STORM PANEL IPB.2) CALK -IN tr 5010-SET ANCHORS SHALL HE ESNBEOOD 7/B" INTO iHF c17NCRETE BLOCK UNR- NC F.I2��PFNTtAUrISIUCCO MINIMUM tG EXIST, * ----- -of/II/AtoAND 5FVLL BE PERM6TIED 1/A- e-20 SCREWS USED SHALL BE 1 1/2- LONG SHHOULD !T I• MINIMUM FOR WALS WTH No STUCCO =-•,5••.• STATE __�_i _� IL ECOINc, GLOBAL PROTECTION PRODUCTS, LLC. PAT-F TxL1r�T[ eI! [ COMPANY - S1 "AT" - B.3) IRA CASE TIMi PRECAST S,7+E. OR PRECAST COHCRETC PANELS. STUCCO OF WOOD BOARDS eE FOUNt C(DR(k?-.� I. rL 3J3:. rr l., rr4.. rAeANI nMIr 20-175 BE ENOVCM TO REACH ME MAIN STRUCTURE BEHIND $UCHPE�, - ,.-- W,-�sr - (_Kwt_r ,] rA- (w7aeF-F7n EXLnNc WALL. MCHORr $HALL LONG ...... ANGIORAGE BE AS MENTIONED w B.f) MO IN B.2). NIr',I,ORAL owl- - O.M HQ SHlµl N1,N�'� SF/l/FIpY•1uRFJryT[ Weld,-nN1t. •r m,1-t. m _._. .- INSTALLATION DETAILS FOR REGULAR PANEL Ct INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES FISTING POURED CONCRETE OXISING POURED CONCRETE OR CONCRETE BLOCK OR COWREIF BLOCK O. REOUIREOCONCRETE ANCHORS CONCRETE ANCHORS I11 (SEE SCHEDULE UN(SEE 9 THROUGH ,0) SCHEDULE ON 7SCCRS SHEETS 9 THROUGH 10) , 7 1 CKDNCRR ODD ':J CONCRETE OLocK/�, Ny..3p.t• f�l, li I REOUIREU I/fAj101 NG/00m.:, I/4• f MAX i 1/2' ,/A• . _'. I MAX ,,:,.Ai-._. NC _ -.I RSCHE ANCHORS CIp _ I p L( / I 1 (SEE SHEETS 9 THROUGH 10 ON V.-I _ r " % •• , j� , / i O i i �Ej I / L...- -. 0-----. '-.--.._ __. II4•F-asl' f - _7H. _ IR-n_.�A-AR 1-�A. 1 -- EFT. - .. 1/Nti-7o11' _ _ E,T, eOLTf__ y® .R w awe _ 1 I SEPARATION FO CLASS. • (-'^� MIS, T S, OND1 MIF •l 0 SEPAM71O1 TO GLASS SCHEWLF 1 liilllp'e�l �, EXISTNG� (SON SHEET SCHEDULE) I ._�--- - M... ' PMCL LENGTH I T(SEE T M Sf1Err 3) I.._. _- I 1 � / I - I SEPARATION I (SEE SCHEDULE ON SHEET J) M I i• YOR. 1E1�TO i l' WA. l (RE SCHEDULE PANEL LENGTHI PANEL CONCRETE ANCHORS ; .. r (SEE SCHEDULE ON I I ( I i fl f G H DUL i eC11EDLKL I (SEE SCHEDULE I ( �T 3) 1 °N SIK,ET ]) _.. -..1.. - . OR SHIEST ]) ON SHEETS 9 THROWN 1 - I ' ( � I I /1 . {`7J1 f , I OF L• CXLASS'�"0 I I E%IS S I GLASS ti I MAX, 1 5011 LD. .� W e w t%4�pa "�// 1 MAX. f I �'•� ' I 1 / I / / ; I /- .. _-{- LL,.APP // I iN1t' TOR wI,.P IRAD CEROHICIIE7C 011 CONCRETE BLOCK I .� • 12 1/2. OC I ). CONCRETE ANCHORS % /, f I__,- �_._ •iU--{ 1 4•_gOd TTtT,,.f `n[. NJ` �» 1/2' 0C REOUHRED. / I I (SEE SCHEDULE ON , SIALm 9 THROUGH 10) ' 1 __.fll[R1Ml[ -1• NMI.-- / - W/®ONLY WHEN $OW _ SET A CAlIU- w HORS �� liC LOCATION r , , O ARE USED A w/A,`Nlr[�' WHEN EXISTING POURED CONCRETE OR CONCRETE BLOCK ALTERWTT. CONCRETE (X1$1910 DOl1RCD CONCRETE CONCRE7L M[HORS PANELYA7ES ANCHORS ARE USED REQUIRED' ANCHORS CONCRETE BLOCK REQUIRED STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEDS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING SECTION SOME 3/6-1• 1 WAkjMN "Ar 3/8-1- WALL MOUNTINGS 1 DIRECT MOUNT SECTION 3 SCALE 3/8-1• A�a�1E..A a Q• .!((/lAk,, . '' 1\. ........ IICENS �9P': FLORIDA BUILDING CODE (Non High VelocityHurricorn Zone), : 0. 44167 '' ""'o tTTOD' INC 24 GAGE GALVANIZED STEEL STORY PANEL , E.D. � EDGE DISTANCE (SEE. SCHEDULE ON SHEETS 9 A 10) NOTE. F9RS19MDINADONOLSES:.1)DNS TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY H) SUIT ANY i -q {9�'- -. F ' * - STATE & :.'7• , -- F * ey; �r (GRID ".a1•;O' G PROTECTION PRODUCTS LLC. 1 LINE C O INc GLOBAL TNT A TNW.uF COMPANY woo aw 51 sFRI• .e Y. N r m WTMN _ n ... me'µ• 2 -( '. a1 m /t1M art INSTALLATION. 4i i . .... '-�\�E'aV%7/%&-Y N.- Isl.--,Me r., -n, IRA, naNF: (-).ER--. rM (.6.}eF-.n7 G-Oppelle __�___. 5 20_ i 75 11RE/DAa Illlllll 1 WFUO A ,un W., Pl_Aw 1,•, wwn • Of 1. ______ _+_ O N C_ U) -0 C10 O N .+-A U � O L O O (a) = Q. Ca -0 0- . 0) ) -, W (_ ICU0 C) _TC /_ O L 2 -L- O / r[ \ U O O -+.- LL. , 0 - ICU � O /\ ,-0 . � %�r �/ ) Cl1Il CV = V \ " LID .o o N 'E7 S W 1- � o ;:�c Ts3. t0 (> C• C) C_ •m m ac n- In N I,,�.. O N Q [V X 3 °! w d d � W i E c - Q 03 L, _ Iz 3 io 3t W -F- � G3 d Iw C 1 s = .la :�N fl. _r; c E CO p . U --- ------ ---- --- -- INSTALLATION DETAILS FOR REGULAINSTALLATION DETAILS FOR REGULAR PANEL (1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES T_-. _._ INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD -_ _ Min. . �" 1' 1 9EPMATION ' 1 ALTERNATE CONCRETE I, w000 ANCHORS I - (SEE SCHEDULETO GLASS.` 1 y4'.-M." .�1 ALTERNATE LEG ANCHORS LOCAL I -(SEE ON ; / ' - O 1 AY -IBA, 6aLN r__ ON SHEET 3) 1 mars ■ 4'./' (Min.) EXISTING WOOD 7_/ / 70GTION CONCRETE AlIC110NS _ (SEE SCHEDULE UM EXISTING i'OUREO CONCRETE._ -\ ' ) ' I e 61/4. OG l _1 ' PIa lle6 BEAM REWIRED STRUCTURAL ' 1� I I - j DOSING POURED CONCRETE SMELTS 9 THROUGH 107 1 I ,---�-'-- _-. ADEQUACY' OF EXISTING WOOD I (n m0 (SEE SCHEDULE ON OR CONCRETE BLOCK REGULATE) ULATE) R BLOCK 1 _ 1 SHEETS 9 TNROUGM i0 I�R OiIWI Y� COIUIREO. I - -_- -_. I 1 •E• M.A REµ TO BE CERTFIED RY / _ REOUNED I T EXIST I -- - , REGISTERED ENGINEER (N) tERNAIE ADC CONCRETE ANCHORS r�S -_ jI I _^I PANEL LENGTH ARCHITECT PRIOR TO $HUrTER Y EXISTING POURED r-----ED. t10N W'DUD L w00° ANCHORS I 1 C1i Au 1 1 (SEE SCHEDULE[ i ( (SCE SCF1EDUlL ON 1 .... _..__._-_ -- , .1.LE tEA'W1°'iaE a (SEC SCHEDUIL ON _ �S REWRLED I - L_ -1 ON SHEET I FOR INSTALUTIQN. D µ/CROSS (SEE SCTE ULF. - 1' Y - CONCRETE REOUREO SHEETS 9 MROUGN 1 Z 1 f -- / / r,. ITS i 1/4' SHEET I1) OI I 50R SpALER SCMEOLKE ON (EEL SCNCDULE ON \ I --fa �� ;..v , 4.1•,OI.MTIG wM I - �• M I SHEET fi) SMEI 11) j/ � // / CONCRETE IEC SCHE )IE aN r-- ,-aP-+ -aD0 - 61 ./ - 1/2' IIY/M4'• .. E/3 ( r'QI sPL izi;i : OF 1, - � \ 112• �i"F I e It ,n• or r .- _-1 - •,I IN-. - _- LI I REQUIRED YBT I I - _.: �' _ ____ 1 1 I I REQUIRED I 1 4'P-tuI' SHEETS 9 MROUGN 10) . - ,/Ay_Ip." ' ED- 1 �' / 1 \ I I EJ(ISI �I I ---T .- uA,RO IRO eqn t 1 1 % % ) EE "FAD Tan i •L' MO.. I 1 I _I w000 ANCHORS NQ9• a TIN' O.C. �- �__ 1 9 vv // '/ i%�i .: i L__ II I GU155 1 \ / I I // : / �// l i • MAX.TONG AL1AUNUM SPACERS • , 2 , I' // / I PEEL HEDUL I- 1 I /� / ti EM91.O. 1 rly, y .J;i .,'�Gi - 1 (sEl( scNEDULE 1 I I CJ OG. (SEE TABLE h oN SNECr I,.) 1 i (Sr , tjDU , ten. Nt' V wmi I I 'T �� 1 1 ON SHEET 7 Yin. 1 I 1 I 11"', i ! SEE NOTE " BELOW FOR LIMITATIONS FOR 1 Mn 1 I `•� 1 I 4:-i1. j �, I O ... ,I Min I 01 FOR SPALSR (�) 1 SEPARATION 1 \`/ 1 I 'L• MAX. `' 1 1/2' TONG SEEMS. IS 1 (�J I 1 1 1 / I 1 , ON SNtE15 1.. _ TO CIAS$. N SNLET 3 1 . -.. _ - _ F. ___ ) (rAMDON 10 O ( - •(SQ SplWIE ON 1 s£rSCHEDUL I A M o416Ad® SrAC 10 I 1 , AY-ttNl• ° L Lau ) 1 __ _ _ _ _..1-,...._ PMEL LENGTH CLASS.(SE£ I A i O 1 •,E" (� NR I _ I /-_ SS Rn w i ON BllfE'E -- ! / PEEL LENGTH 1 I ON SHEET 3 A a aele:P' 1 MINI. SEPARATOR TO MASS I 1/A1 7a,' •L' MAX � i-.. ql* : ID LASS. aIFwMAq., Ida I TO GLASS, I 1/N'6-tO,' (SEE SCHEDULE 1 /NY-XO•t' 9 R tU F (SEC BCIkCIRL 1 (SCE $CH UULE I I (SCE SCHtWIF SCHEDULE I I 1 WeM sAR 7.e'/ �v. _� I ... B peDUS�WAt� l TIN SHEET 3 PLUS (5 SCHEDULE ON SAC[( ) N Y (sit SCMEDIAE ON _ - - - _._._...- .-E AP 'A 1 1 _ 1 LCNCM 1 -.- .. ?.♦� _.. /. SIR Fa IWa 1 MOK. , 1 1 T j 0 1 SS �n • 'L- MAX. L _ _ _ ._-_ _ -_._- _. '.) n w SEEISCHEDULE I 1 JE' + PANEL W1E FEMALE D OR PEEL MATE TSCHE 3 I A .--- .: 6s r01 Mu SS Ba'R •( S, 3 1I!' �I oAP T-yy A 0. 115 Li 11 A SE SHEET 3) I 1 1 T (uc FTY roa SEPARATION I �, -- IyrPN aER r-•'1 ON SHEET 3) SEE SCHEDULE •. - _ . .__ UBe1M O r-17 PEEL LENGTH 1 I _... ._ ... , PM L LENGTH r ,BRAN INa Y-e•) 1 - _.._�" '- I A M rAeXMi" MIS. I 1� �-11 uO �! I• Min. T `- (ON SHEET 3) 1-----._.. (SEE SCHEDULE Exmrtmt,_i _ _.- I EXISTIK I I u3rnIo4U1 7-r) E)ms---DSTING ; I i^' , PLATE AC DIRED- -- i r i.. _ ! (ON SHEET 3) ,E)'"; -T-- .. SE PARARON I-OE1tISnNG_1 ) ON SHEET }) GLASS I I G1.E55 -1 i-_- GLASS GLASS. 1 _ - SCE SCHEDULE I7tNST - .. CDL /° GRASS I I 3�1 , SCHEDIA.E- V - _..._.. -11 (SEE SCHEDULE A -- 1 1 rtON $MEET J) ' �I,/ _ _ ____�___ ___ 1 CID 50x I _-- (/�-\� I __ --- I I__- 1 * I DIRECT MOUNT W/ SPACER bA ;.._ ....I_-.. __ 1 i I I ON SHEET 3) I OF i• -'�''� I t/ Of •L• - -- Ssbbs. 1 r_ _.,` - -_ _ 1 I 1 ALTERNATIVE 2W I 1 0 1 ( Of ,�. - 1 T SCALE 3/6-1• 50K 1 1 -_ 1 I(�� / I 1 oc 1. I I MAX. a0 I 1--. ,-L • r2 1 x O.C. MAX. I OBI I I MAX. AS.D DESIGN LOWS FOR T/IS INSTALLATION i 1 ® -. I U 1 4 ,.1.. � L1Ax ( MAXM4x �� I SOK I I ' yd1 i / . SEE TABLE /, ON SHEET t t FON MAR PEEL LENCMS A 1 I 1 1 I _ 1 I t I� LENGTH 1 °F •L' or / _ 1 1 Ij.12 1/2. O.C. - - 1• - • 12 O.C. 1 ,n' I MAX I� I .' - I Eb .l �>7- _ 1 1 I N.. 1 1/ - _._ 1 -) - 1 f , SAS wB can ____- , . } 4" 1 O 12 1/2. O.C. All .O 11n1 ,.(OI NO FIN 1 _ LI i/N ,yCONCRETE ANCHORS I►JQie6 t/A' Ot. 1 - , i E 1 _- ___ _. _.-_____ 01VEOI1 __ ____- _- _1__ 1 e ,/•• Ot ' 2 I a) I.. CONCRETE NICHORSCA 1/2• 0 CX51INC. ``\ (SEE SCHEDULE ON I (SEE SCHEDULE ON //�� 1... 1 (_ \ i I I _ _ WOW E0NOR5 >f(* )�:RETE `,�\\ �\� CDGC O WALL OR STAB SHEETS 9 MRCUCN 10) SHEETS 9 THROUGH 10) i-/q 12 f/6' LONG MA%, µUMINIM 1- - .__,__,_ -- 1I®O\�t \� SPACERS O 6 1 /' 0 C. VALID i0R FFAA _k_"' ( i I STAGGERED W/ STUD 1/7' LONG F: REQUIRED • \ �.L, (µT CONDITION) ) � ! L__ '.I - 2•.4- WOOD b/4 \" EXISTING POURED CONCRETE ALL DESIGN I.Oa05 AND PANEL -T- - - i SHEET il)-_.---- (SEE SCHEDULE ON SPACES,) eNS1N3MI,RI s IJM6TED m A OrE Tan eLALD.IGs WmT ,5"- 0' �__-_ CK REOUIRED WE01ARCp �' , roa MGaRS CIO/� � (SEE SCHEDULE ON /4• ------ I (SHEET it) 12- CONCRETE CXISTWG POURED CPNCHri l- SHEET 1) .._'"'- j , 60 CONCRtTE BLOCK DR CONCRETE D CK I liT14TM PER SHEET }. 2•.4' W000 L �, *�TE� i I uM MEAN RDa NDONT " R A RVIRRCTI N IWOM MY WOW ANCHORS L•"'__- LEE SCHEDULE ON CONCRETE ANCHOR$ REQUIRED. �A)t' MAX. LONG ALUMINUM SPACERS O ' (w� tLaD.AG H[gNi CLARTNRT Emu1FD OM W[Er 11). ) L SEE SCHEDULE ON REWIRED. V PATE �_ I' MOO° ANCHORS J SHEETS 9 THROUGH 10) - GGJJJ 12 1/2* A tO.IL T /l UM MI i' pl SHED N: Rmucfe rNo /ADM PRATE REQUIRED - _ __' -ED. / ( STAGGERED w/ $BUD WOOD UI A,D1Ao1» oowa rlr,J (xwror4NT a (PANEL wT FIYAL[ D all ) 1 (SET SCHEDULE ON Epp All, THE FOMOWHD CoNUROus ARE - �- PAT[(. MAY[ PLUS) SHNL K IPACm MA.AA AT 11/4. O.C. ti � SHEET It) oomm.lIH (MIS 6 A AT51NCtKN FROM 12 1/2' GO, WAGD A1EOwfe ON srm el 2 IR"'-' I /� (1) I.Wew Mo lt[SON PRESSURE. ( i "!UNG7_ AND FLOOR MOUNTING - WALL MOUNTING DIRECT MOUNT W/SPACERS n9 I Fnw N «D, -as P=N (3) MTANXo 2N 91' PAaL aa,N L EASED) m N' A7 A" UOSCO, D SECTION 4 srxE 3/e SECTION 6 \ W 9GWaXL �� Cz LEAF ]./e-1' a A REEtWLTla1 IIIou EARc[n PAAUn ILNGIHS AiIII,Q oN ALTERNAM (� 11. srolW PAHE FINCH • � �QUNTING UZ{i sNm 11) CEWNG ND FLOOR MOUNTING ALL MOUNTING (3) NNW PA .e7tAUArKA, % MY (A)1 1/2 Lo"G SPAGIFI owKRIDA h'' SHALL IE A"nKATFD DR ALTERNATIVE 3W BUILD -OUT MOUNTING ALTERNATIVE 1 W SCALE 3/6-' NDD 2. WALLATDN a 1 1/e Law SPACER a Irs MY ALTERNATIVE 4W fn 6R0 AM pRnW ea00 IIU.W( wN1 WIND FOR WID ZONES 1, I AID 1. o[FIRIED /r A91Y SCALE 3/9-t' SCALE 3/6-.• (1) a6(Al1A,lON vNAD aLr FOR Rw10 I-,Ne STAMANO ADM 3020 (7M Fn,OM) or M FLpUOA F"",, SOLE J/B 1 eulD.Ia GORE �N,,P��ER A! T/[z; Tom 1, I . 3 Me Am L i ''. A,'ll...It" NI,,A'A feM-a• dN""' AI�TjA'w - f �.'- \,\CENs •' ✓�'ii Z W •1,i � M 11{((/j'., --J '\,REP ...(/l"a, F NOTES- ...- \CEN '.,9 z N9IE-T�S9MERNAI14tiJ)E..SESI!9N5: ' = Qy ,. "" ✓ 1 • ✓ 1. NOETIES,- NO. FLORIDA BUILDING CODE Non High Velocity Hurrlcam Zone .. ��GENSF'-•-9 sE FLORIDA BUILDING CODE Non Hi h Veloci Hurricane Zone = S(L FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) 3 * ), INSTMLATION ARE ONLY VALID FOR MAX. AS.D. t - . * i .3010 ,AacO..t I.P. R - AaDta ISIIao. e,C rP T)ON OF SEC?IONS 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. _ : N0. 4416j - 0101,, IXaco. - 24 GAGE GALVANIZED STEEL STORM PANEL IP_ TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.W.O AND PANEL LENGTHS i'a STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL - MY 0. 4416% t "s b GAGS GALVANIZED STEEL STORY PANEL G• T H9IG_£9R5QM9RiA DESIGN PRESSURE RATING (p.31) AND PANEL LENGTHS = oIA"H r COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 - 9 Q'g ----- = z * . * ; * -- - * : * . * _ - INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD ":��. �ZOHt�I1' `` I L E C O INc GLOBAL PROTECTION PRODUCTS, LLC. 01/d,/1010 NQTE [Q$-�QL(Bj[�T1OCL.Q)- $EGTIDbdFI " IT/22/m2o TOP (!I E(OETOM MOUNTINGS CAN BE AL PER SCHEDULES ON SHEET 3 (EXCEPT FOR i �. %� w/n/x2o f - ED EDGE qgµ� a'•, STATE OF IL ECO INt. GLOBAL PROTECTOR PRODUCTS, LLC. an COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') s STATE OF - R`f IL ECO INe. '� GLOBAL PROTECTION PRODUCTS, LLC. ar MEMBERS 10 Di SOUTHERN PINE No 2, W/ SPECIES Mw 3 "fl ' p •Tao - II ST.QT INSTAWTION. - •- "'ORIOP .•' `S�f F,Liur rtsTiNa K wo1N [Rlw coup, r 'Io° S. sl srWar DENSITY OF 0.55 OR EQUAL. ' /ORAL E� rW,n T[,�_:NOr ,rERo"I,...A. COI'n OAMEI.Wn_ l. STREET z (SEE SCHEDULE ON TOP dt BOTTOM MOUNTINGS CAN BE20-175 `- IOR)D�.•� 1 rI Nab oW,T. 2 3„1• .. .r.a ' v _ SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT MAY -.,,,,,.• N .1 . . D. ➢n-,w r"�6w"�+-In M v1wE (ISL)IN-7e•I. rAX (PHtess em 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y s, owr. n. 333. _ HIOI �i�,[ w... 1 - m 1M, - - INSTMLA110N. yyA JQ Q, }�•I��'Aq" .ter .+ 20 t 7S 'I nl a„ / �- \ MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ' / '...N1 F _vi, j "^ N°'I �Nn-saW ," Uo.l a:_,u. PNa,c (Iu)AII-rRae. w (n.Hw-I»7 i _ .-r ,T,I„Fer- :- M AW - eM OIMWID N4 '-�SIY'"- G-Wa/71I ••.- w- AA1A,.w ry O•I{•'a •• w^/9M•Y,UIE/OA WTCW A. TIN ", f �R%9awt " F+W: /IN71WI 7Iw, rAn (WI•)d•F-Im t1A GA DOOe)19 r"• -1G A PLOT L., Pl. -- •A_` r •P• �_ Is FNFNIIMEaFA/91MwT(nE/OnrE wATON A FILLER I, r[ m Y^�!. ^ ' "m s or IS OENS(Tl' OF 0.55 OR EOUAI. rrRFFFRM IK,t/Im[ � aM� r 4M 1.,. .m A Hen e p 16 LK u161 .'-.` -._ I • SHEET NO. SH 1.3 i POURED CoNcrtm ONCam �/ 1 °LOCK M 2'A4' /ID00 FMII[ muNID COKRETE, REOAIIED GCWCIIEIC Ax E REQUIREDCUT Y Oii o.a VARIES DO<L OJT2."2'x 1(nP)\ccwAeve]-tt2CONEA, __"...-_,-ue.._p_ J BOLL' C . Y . -072• a1 it O.C. - 3,D5-R," At EOI3-te ALLOT W/,Mp11EIR Caret N,.n. AFKA E CASE A (PLAN) CASE B (PLAN) SCAT 1/4•-1• SCALE I.5x M N PANEL OVERLAP BEYOND OPENING WROTH) POURED CCAKRCTE. XA `,m III M 2'.4- MOOD EPAYC REDUWED I x . s.G. DISTANCE CASE E (PLAN) SCALE 1/4'-1• F F E POR[O COrKR I:O.C'NBLOCKK M - _ M1 2•aWO 5 M. WU00 FAAYC "1 RrnuuRrn 1 1 VARIES r M. CASE F (PLAN) SCALE ,Q OR HURMIE o.NEO CDNL'l CBLOCK OR ` 3�'aa4��W0(ID rNA1IE R 2 1/1' Mn AN04011 O 12' • T 3/4' a. -a" 2 1/2- A14GY1E� \ Mhh I' . 2' . 053' TO 1 lKTE1INAlE LEG LOCATION . 3• . 056• COIN KW. ANI OR 000. 3105 H154 wrz METAL ALUM. BENT PLAY - � Z '4 MPa CAP CASE C (PLAN) SCALE 2' 3• 003' 3106 H-14 OR 4063-I6'ALL Y COW, ALUM. AROLE MT. �4 .. 1 3/.' TAPODM • 11 O.c. n� >1 1' GARJ POW$O CONCRFR 2'.-''l1, eIOCK M 2'.a• WOOD FRA16 REOUIN'D CASED (PLAN) SCALE 1/4--,- SOLID-sa OR CALK-N GR ELGD PARElW1E Pa1RW COHLCIIM C}6i I G TRW At tONAE O AND �\ 0 76 aLOC1t _WING OR PAKELANIE 35,PINS (2FL ON sl[E75 e, AS (\tyJ\ \A•Yr/Jt RM 6F NFUCAME tto # 11) `s •© OR® .'-� •u- --(J i6ERT N/ NKHI FRow Y REM FLAT FLANGES PARALLEL TO HOWL (NEwit cw EMT PANED IBGt A.) CASE G(PLAN) `NTH„NIUIt ALE G GEN ''.✓,y �: L\ SF VALID FOR DIRECT MOUNT INIS INSTAIUTON ONLY A CEFMFIEO PANEL INSTALLATION AT WALLS W/ No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4 R ? FLORIDA BUILDING CODE Non High Velocity Hurrkone Zone O� F[ATEOF ' � aao29 aTEmm me 24 GAGE GALVANIZED STEEL STORM PANEL aMUP'67: S;/ GLOBAL PROTECTION PRODUCTS, LLC. ,IOU. -� -' 4R00 .' , S,REZI DN„■, R 1)31 PIeNE, (164)eee-161a FAa (eaAMel-1797 IeLM 1enMG A xN01�.C3R1 rrArr-P60.r._,Rw�r • G-Gaoell. —101 A "'o Jr_ P.E. 20-175 DAAMAG w.. PE QAL/WarMTulE/DAil aRe a OF N MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL INSTALLATIONS INTO WOOD STRUCTURES (VAL)D ONLY FOR PANEL (`1DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 h 7) MAX AS. D, DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 • 7 APPUCA°LE N / «at COMOtUTON OF THEM MAXIMUM PANEL LENGTH L. (R.) TAPCON uAC SCREW �EMALE � PA ATE WOOD B11519AO 13• 13' 1J' 1 a , r ■ (TOP) 13• 13• 73• Ir Ir 1■ (BOROM) -- //r a 1/2• a ,/Y 6 In• 6 t/2• (TOF'I -S -- - e tp• 12 In• a 1/4 (WTt.•) W-W - e• _ I r a" - (TOP) LESS Ir s• t• a• - 3■ lwlTOY] +46.R-45o LEM Ir IF 13' 13' e 1/2- ■ (tar) 13' 13" /3• U' r ,■ DWRTot9 e,/2' 6 t/2' 1 a n' a 1/ 2- 6 1 2' / OOP) - - 6 1/4• 12 1/2• 6 1 4• (90Tf.•) >e•-0• TO 4 In 4' 6' / n 10 1/2• 9 t/2' it 13• /J' • SEE TABLE Al FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS wHEN SPACER @ r. USED, CORRESPONDING ONLY TO ALTERINATE 2W ON SHEET 6 MAX- AS-D. DESIGN MIRAT'IH''E (P-0 MAXIMUM A04CHM SPACING FOR E.O. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE TERAIIIrvE: COM9f i— OF THEY MM,MUM `H LE `GIN (it) TAPCON LAG SCREW PANEILMATIE IDPµPELIMATE US W000 BUSHING 13" 13• 13' 13' 13• Its (TOP) 13' --�--13' Ir it r 1W(°WTOY) 6 1/2• 6 1/2' a l ` a In• 6 l,2' PIT (701") - - 6 1/4' 12 ,/2• 6 i/4' (BOLT•) 5..' 7' 7 i • a• r - (tar) LESS 7 1/2• r Ir e• - JIX (WM)M) is' 13• 13, ,r ,r W (ta) .45. -43 TO 475. -75 ,J• 1S• 13•� lit"Ir aw (W"OM) 13• 1r 13• Ir to ■ (101") tr /3• 13• 13• a t/r iW MOTTOM) - a I/r 4 1/2• 6 1/2• 6 1/2• OOP) 6 1/4' 1 12 1/2' 1 a 1/4• 12W (wn.*) I >5' 0' D 3• 5 1/2- r !• •• ]W (anitaMl 1J- 13- SEE TABLE /1 FOR -MAI AS.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER IrA IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE /i e AS.D. DESIGN LOAD MAXI" PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE aWALE ID OR PANEL MATE PLUS ANCHORS k IN SPI1j,11NIµTu, 1/2" O.C. NR�EPL A. 11(I/)4�Ly> 44167 '. .�., ATE OF _ FLORIDA BUILDING CODE Non High Velocity Hurrkone Zone ww9 ,ATLaI .X•. 24 GAGE GALVANIZED STEEL STORM PANEL alwu'eY: 11L I E C O INe. GLOBAL PROTECTION PRODUCTS, U.C. 01n7•oE ` A o OOW,AI,r 4900 KII 9.W. sl SHEET GALA. n_ 20-175 (S6F)ee-76U. rA: (N4MSR_SES7 u-ooaun „Isr, r G■ewG Me eNTER A ,XLR W.. P1 '}M w Mert It or to INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4•0 TAKON EXISTING POURED 1/4-0 TAPCON-._VSTING POURED ANCHOR e 9 D C CONCRETE OR A a 9. 0 C CONCRETE OR CONCRETE BLOCK REWIRED. O ED tl tl I ASS 'XXI -W C_ i tl I A I TO dA5 XA, 9 { EXISTING POURED E De CONCRETE OR i CONCRETE BLOCK REOVRED. c� 1/4-0 PµELTAATE PLUS ANCHOR O 12 1/2. Or I I I I I I O I I '. AT G oR1JP" 1 M�iAW�oA"irr�•1 1 1 Y• MIA. PANEL LENGTH (SEE ELEVATON ON SHEET 12) ,r Vr Ot SEE SFErn ,a A 16 TOP-ANCHafp TYPE A KACI O FOR INSTALLATIONS 600 WDDO [FAME 91A09G9. YWYOAI ARCHON SPACIOUS AND YNWLA EDGE DRIMM ARE MINI ON TINS SUEDULL FOI E.D LEIS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING eT YATWLYING SPACING *GULL ON 3CM KLE 9N TM FOIL ONWG FACTORS. FOR INS OPOW.TON TO K POSWNL, REDUCED SPA[IG G■IAWED USING FACTDR IDIALL NOT K Is3 1— MINIMUMSWON INOm CATFOR EACH AMCHOR PE TYON THIS SCHEDULE. -P= MA I MWAeL Now WNW (M3 3 3 •Mommusi OW o...r ON3 7 3 3 aln eX6AWaW ceWH►9■i 000 A6B/l iK B6wa RAOIM -- ' 1 an 1!LY Sal - eee ly 3. ' C1.) a-^SFPARATGN - 9 TO GLASS I•• . I-- _ i / I CLASSSTtl�"II 9 - 1 ' �j 9 I L• IMAX. PANEL LENGTH A I (SEE ELEVAIION e I ON SHEET 12) X - _ 6 %u; I • r EX'.ST,NG POURED CONCRETE CONCRETE BLOC REGUIREO R-32 ANCHOR IHL,oaD> LSTIgA SH PANEL WALL M UNTING5 SCALE 3/6-1' _,A - s1�P \M EN ✓9 `' FLORIDA BUILDING CODE Non High Velocity Hurricane Zone °m nT9ca PK 24 GAGE GALVANIZED STEEL STORY . '••1' F Ay, STATE 0 F IL ECOINL. • ..... • •� 7 LL" TEST ■ r iONALEL4 3Me-■ArNI.rRYm■NxNY NruumuAYA P... � W al -,AM Pe , PMI n,-,u, P [. Ywl/frw-�� "•G-ppOW"IN'�'71+1 11MI/MR .Y41Q1 A rap M., PE. 44 PANEL 13MY/'6Y GLOBAL PROTECTION PRODUCTS, LLC.ow2 Neao aW. 6t sRixT IYA,[.RA1311 F.04L (63+Me6-25a TAX!{9X4)wA-6Tu upT/3m4 20-175 O0.MIWG W: p r WN�� Wa • W 16t Y Aim 14 a to MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Of) INSTALLATIONS INTOSONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 A 5) MAX. A.S.D. DESIGN PRESSURE RATING (P.- 1) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE TO I A An• OF THEM MAXIMUM PANEL wom 1• MAx. AS.O. DESIGN PRESSURE RATING (P...f.) MAXIMUM ANCHORS SPACING FOR YM L0, PER SCHEDULE BELOW IF AO�' E TOY _ % C01101tNTGN DF THEY13' YAGMUY PANG IFNCTH TAPCON SOLID -SET 0 PµELMATE PLUS IAYAC-NAl1N CALK -IN TAPCON SOLID -SET PANELMAi FUULE D Pµ13YATE PLUS ZAMA:-NNIJN CALK -IN 10 ro (AXCmToCOAIeXNL710N OeIOpE 02.01 1 ro R ro W WilXx>Iua NIIO■R MIIoeTE . 45 LESS q• t]' f]•T 17• ta' IT iJ• Ir Ir (TOP) ,• oR LESS ♦45� t5 ♦6O, -65 13' 1 •tr 3 ,r 13' I r Is- 13- it i7 1111 / 1Ir ) OR Im tr Ir /r 13'r ,r tr ,r 1r lr 13• 1 JOCIWM) 13' Ir lr lr Ir it it Ir 1r ,r Ir 11 1/2 1 (eoffaM) Tr Ir Ir Ir3' tAEE 1r tr 13• 1r tr tr 2 (TOP) 13• Ir 13' 13' Ir tr tr ,3• W 13• tr 1t 1/2 2 OOP) 1r TIP 1r Irr Ir1rW Ir 1r ,r 2 (9011oM) 13• ,r 1r Ir 1r Ir it 13' 13' Ir IS- It 1/2 2 (1J0110M) r Ir it Ir3' Ir tr Ir Ir Ir Ir 3 (TOP) 13• ,r Ir lr tr 1r 13• 13' 13• 13• 13• 71 1/2 3 (TOP)12 1 12 1/2Iµ• 2 I/Z 12 to - - elµ" 6 fµ• J (eonoM) - - 12 In 2 1n a 1/4` 4 1/4 7 In•12 1n - - 6 1/4• a 1/4. 3 DIOTIOAt) a rrr r 0' S- r a 7 1/2. 4 (TOP) B' 6 17" - S 1 a' r r 6 1/2' a• 7 ,/r r a• a s' a Craft) a, - r - 6 - r - a' - r - (WTWY) - r - Or I - r - r - r - 4 (BOTTOM) ,—r _ 13- 13" it Ir ,r ,r it W 13• Ir 13' 13• 13' (TOP) � ,r it Ir tr Ir ,r 13" lr ,r +3• 1i i iiti')- tr 1r Ir Ir tr it IF ,r IF lr 01017DM) 6 (TIDE) 6 (iiDTL») 13' Ir 13' Ir tr W tr ,T tr IF 1r III I/2 a (BoTWII) _- 1J• tr iJ' 7J' 13• 1r 13• Ir 1J' 17• ,3' 13' _. - Ir ,r Ir it 13' Ir 13• Ir Ir jr I 1/2 a (TOP) -, __ _ S' 1 r 6 t C e 1 4• • , 4• - - - - e 1µ• a 1/I. - 6 1/4' 6 Ile a 1/4• 6 1/4' - - - -'- 6 1/4' 6 , 4• • Wrt,- IF r IF ,0 t lr r it 7• 7 1n e 1 it A 1 t OP) >6,_6- TO 13• e" Ir 13' IF a In 1r a / a 1/r a i/2 tr s 1/2' 1 >e,-r To tr r ,r Ir Ir It 1/2 -13• ! 1/2 10 to 7 In Ir r it (Dorm") - i3' 7 I/r Ir lr it to' tr to- Ir r it a 1/2• 1 MTMU) Ir e• it tot Ir r 13• r 7 1/2 S 1n it 4 1/2- 12 (TOP) it e• IF Ir tr a 1n' it a 1/r a 1/r a IN IF 6 1/r 2 (Top) _ it 13' r fa" it tr 9 1/2 it 9 1/2 io Bn 7 in ,3 a 1/2. 2 (BOTTOM) _ IJ' 7 t/r it it Ir 10• Ir I to' tie r 13• IT f/r 2 (°OTTOY) 71 ,a• 13' ,r 9 in Ir 9 1n 10 1/2 7 1n 13• 4 1/2' 3 (TOP) -13" 7 1/2" 13• 13• 1r t0• Ir 1r it" r Ir 6 1n• 3 (TOP) 2 1/2 12 1/2 6 Ile 6 lµ' 2 in 6 ,/r 6 1/4• 6 tµ- _ 3 (OTTOM) 12 1/2' 12 1/2 a Ile 6 Ile 12 1 12 1/2 5 Ile 6 1/4. 3 r r r a 1n' r 3 1/2' t• r 4 //r 3' 6 1/2• 3' 4 (TOP) 1/2• J• a• 6• r 1' 1' 4' 4 In• 3 l/r a In• 3' I(.9.0�,�TIOM) 4 (TOP) r 9• r r 6 1n' 7 in' 4 (BOTTOM) (7w).,.. a• e' a• r ° I/2' 7 I/2 (W"04 ,r 71 1r Ir 17• • tn• Ir 6 in" 10 In 7 1/2• 13• e• Ir a 1/2• Ir ,r 1r I*' 1r 10• if' r fr a 1/2• (Top') 13• r Ir ,/2• IJ' 9 1/2• o I 7 1/r 13• 6 /n- ILL (BOTTOM) 13• a 1/2' /r Ir ,r to, Ir to' III a" 13' 9 1/r D (Wryw t)-_ -- - S' 1S' to 1n 1J• r 13' r 7 //2. 3 In' lr 4 1 • ! (TOP) .. ,,:- a' 13' 13' 13" a 1/1"1-3` 6 1/2' 9 1/2• • 1/2• q' 6 1n• 6 (Taft) a 1/4 a 1µ' e 1 1• 6 7 4 e l 4 • 1µ• is (W0n») B I/4• 6 1 4' 6 lµ 6 1/4' 6 1/4" a 1/1' 6 (90TL••) SCE SNm 11 tog Amc G TYpt a swcOK FOR NSTALATIONS INTO WOOD FNYE MAOnn 4 mi— AHKHDII SPACINGS AND WARM COGC OWANM Mt N04ATCD ON INS YMDUI FOR ED LASS THAN NOCI M SCHEDULE REDUCE ANCHOR SPACING eT YULTIPLY.G SPACN° SHORN GN SCHEDIAL 9Y THE FOLLOWING FAC1ORi FOR TWO OPERATION TO K POSIWIE. REDUCED SPALINC OBTAIED 11SNG IACTdt SrMLL NOT K LESS LIMN Y,6YW SPACINGNDKATEG FOR EACH ANCHOR TYPO AID TYPE 1/a9 1/4'R/1'A PNOIM- P i/4•. lµ•. 9190I fRO•eR 7AMK�M.M M,JN_w.-- MINIMUM 4404DR MMCNIO OIL J ] AYIrMUM [O6r P.I 3 3 1/r )• 3 3 ,n_ 3 IN3fAllO0D.1 Lap[ 3 s ,/2• Aenim Oft[ DRUM (L0.) FACTOR om 31/r » SPAafJGS ONLY vAL10 WHEN SPACER IS USED. SEE T %1 FOR MAX. A.S.D. DESIGN LOADS h MAX. PANEL LENCT WHEN SPACER eAj1 IS USED. TABLE AT e A.S.D. DESIGN LOW MAXIMUM PANEL LENGTH 40 PSF OR LESS G'-8' > 40 PSF TO 50 PSF V-2• > 50 PSF TO 50 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONg VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C. s P ' \CEN ''•'� FLORIDA BUILDING CODE Non High Velocity HurAcane Zone * �•'' %O'n' '•., FS:' j "I 0. 44167 # * TA - �"^` TE [OR)D►• L . /.o -:�.� . .•'�� _ rr� IIIIIN N ��T � R lema nrrm' I L E C O Iwc. 24 GAGE GALVANIZED STEEL STORM PANEL MWw+'e GLOBAL PROTE CTION PRODUCTS, LLC. Zero ,, S, SIRiI oANE. n. w1. rA.aK (+eA)se6-T643. rs (le.)Rw-Wm "nan030 - ar`. ,A w.,. or) ryw . • INH n.-ro, .. rlNlrr NAL1n1 A Jr., PF. 20-175 YWPr° W: owe O 19 -..—.--.--..--.--- ANCHORS (SEE SECTIONS A ATEgNATNES ON SHEETS Is, 14. 15 i16) 3' VAX r MAX R-IA/13, R-2A/13, R-3A/14, R-10/13, R-20/13, R-30/14, /.1 �•MNEy )- 1•-- R-LAW/15, R-2AW/15. R-3AW/16. R-1RW/15, R-2BW/15, R-38W/16. t• OHO_._._-.--- ------ -. —_. ---.. --------- ----_..------_:�-. - -__. O O O O O i I 4Y-200' 5.5- BOLTS (USE FOR PµEL I ILAx PANEL LENGTH 11IDVIJAR STORM PANEL , REOtAM OVERLAP B O PA L UU pTH • I 1 I (Mr/ OVERLAP YID PANEL LETKPTH BOLT) LIFE ORM O PANELS( I _ _ ._-i..____ __- - _.. ._L_- _�1-•..-M W._, ._-_ L_-. ._ .. �_�_,.._ (W/D OVERLAP IND PANEL LENGTH BOLT) T 1 T , I` r I A USE V-B' FIN, PANEL LENGTH A 1/4"eBOL75IW {.- _-_1{ ------- AT AL YOUNiNQ".r AT EA {( J{ L _... 1 I , i I - I NOYCii�- •..•- I COGTION O LIFE _ SAFETY - ,. -_ _•_ «-- PµEL 80'ROY CORNdtS C or O - 'MNG NUT A'-- -- WING NUT AT i Ll,lll }' YNI. LEFT PANEL Wu.LSJraaa>s++ NIGHT p1m, 3• 'i' INSIN.lAT10NS UNLY VALID FOR WINO I' WIN. R-1A/13, R-7.A/13, R-SA/14, R-1B/13, R-2B/13. R-38/14, I' WNi SPEED UP TO 170 -oh, R-LAW/15, R-2AW/15, R-3AW/16. R-iBW/16• R-26W/15, R-38W/16, -...._._._ ._.,_—ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14, 1e AIIB)---------.. .----'— - GAP LIFE SAFETY STORM PANEL I ELUATION (t) RE2A@r SCALE 1/4--1' `-' FORM PANEL (WIN. OIEIaM rl ims" vissu ) STORM PANEL -rl:,ss•_nr.T u.._=<a-:•:ezas:.x:-__ _ ___________> __ --_ �,�&A;-p "A nT-' -- Ile 11NI. 13A► L1 _ x Tt E f�7 LIFE SAFETY PANEL s �* i tL~ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Rw2o nEw,M w EXTERIOR F�S'�ORID► G\��Q 24 GAGE GALVANIZED STEEL STORY PANEL R.6r. N cN TL E_T COIwa GLOBAL PROTECTION PRODUCTS, LLC. °Tnpn" _T. SECTION A -A Txi"iisnNa R ENO c ANr 46oa 6N Z'I 3.A A- r l,4 W6a olt 3t Sn 5CAF ,/4'=I- o"nw" ~wmImMef-5' 9eM-ml 20-175 al"WM '•• G-ma6119 r"N PE. BEAN./M9IP•TLKW/MlE .W.nW A , Y.. P.F N re3T INSTALLATION DETAILS FOR LIFE SAFETY PANELA, INTO WOOD STRUCTURES AAA I f wOOb HEADER :I HEADER II A000 HFADER KAOEII REQURED - - RECURRED F— _--.RFOOIWD �.-1 IAPC'ON •/4'0 TAPCOIN 1/4'•0 TAPCON 14•e TMCON r t I' ANCHOR O 9' 0 C \ I ." ANCHOR O r O.C. I - µCHOW O 9. O.C. I OR O r O.C. i In qWt. I1/4. it r WAS` MBL I WyI 1 1 I 1 I TVl/1 9 i + I r/"'Ir-Taft ° ((�tJ) E tf\41r19o,1• I E%ISI,N6_H 1• I �- :_�i:_ tA"/LN� I 1 Iu. can W I � --1/` =:. -T__ 4 �OY691Y it ik -:. II 1. �♦MAX. FAKE LENGTH --� ,...._ y. 1; PANl1 W' ♦` 6'L'"1�- ( ' - ! LENGTH u IO EJEW PANEi LENGTH l • I I ON 91dLI 1(SEE PANEL CNC1H 1 ON SHEET N ( 2J SEE E (SEE ELNATIDN -..._T_-. ._ _., .. ( ELEVATION _1 677 (It OI' SHEET 12) 9 I 0 ( 1 I ON SHEET 12) I 1 1, Win., • it , Yin. ,*.__,-.. M--$E►NNTMN jj• �PAOM - 1 UI �i--t(1NMTNIt- 1 VJ IT TO OtA4E, 3 1• Mln. 1 " ) ' To ours TO e• I 6 J^ gam r RATL WI �.1a `1r tI I- --� NS gals r 1� I rl 1/4 i tAPCXIN 1 a'e dPCWI IWOUaiEO 9 �1•I IAPCON YN• W1oGR. _I � ANCHOR O 9. O.C. N r O.L. P 1' µCHOW 9. O.L. PLATE r li: 1/4•0 TAPCON II STAGGERED W/ STUD I e2F'AOKNM W/ $TUG 1MOIleMD -' ANCHOR O B' O.C- 2'W4' w0o0 -PLATE FIAT' IOW \ i REOUIRLD ` fs*Lk O �. ALTERNATIVE R—LAW ALTERNATIVE R-18W ALTERMAT15E R-2AW ALIEgNATJ�r O REGULAR PAucl� CLIFF SAFETY PANEL O REGULAR PANELS �a.IFE .FTC [J L WALL MOUNTINGS ,y�AAII1 MHnullup WALI. MOUNTINGS Sf.ALE 3/6-1• Nr'(C A: TI(l!j'�y, SCALE 3/6-1• GENS '' % FLORIDA BUILDING CODE (Non Nf h Velocif Hurrkone Zone HQIiS csoao ,X,Em 0. 44167 24 GAGE GALVANIZED STEEL STORM PANEL I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 2 : DOOR' W. PRESSURE RATINGS (P.9-f) AND PANEL LENGTHS AS = * : * - PROTECTION PRODUCTS, eTM/1939 GLOBAL ECTION CTS, LLC. _; PER ELEVATION ON SHEET 12. .o'. STATE 0 - . ;• _+ 1 L E C O INC. ail T. FOR NEW WOOD FRAME CONSTRUCTION: WOOD { 9 • F •¢, • � 7HG a LNs.. .W - ua° ae 3, 9TRaT ; MEMBERS TO BE SOUTHERN PINE No 2. W SPECIE) . O,r' -• [GRID `�G{•L�'Zo> .. m TROMP- n 01AW 2 w'• 20-175 / 'w ", y ^•� W, ruo 1-1 ..,-,M P�r(9s4)ee9-764A FAX (9a4Mw-$Ml A Uly DENSITY OF 0.55 OR EQUAL — 4A-OW6 ,T 9 INNl11 ry 4 rNTIIK/OAil WII.TER A nlJt J... PE tU rr-I.1 K[l ,e a 1s 0.) AND CQRRESPONDING MAXIMUM ANCHOR SPACING ATIONS INTO CONCRETE & CONCRETE _BLOCK STRUCTURES i AS PER SECTIONS t THRU S. ON SHEETS 4 h 5) ABU` WAXIMW LENGTH (ft•)(P.$I) MAX. A.S.D. PRESSURE MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW TOE L, MAxwlw PANEL LENfinATION TAPCON SCUD -SET PANELAA 1ANnMATE ZAMACtCAX-N W ro ro ro WA Bit LESS f7 . -76 11R-ltaa 1r a• 13• 10 1/1• 13• 6 ItieIr r-e' OR LESS a 1/r I3• 13• Ir 9' lr r tr 6•1 (10IToM) ,r t0 I/2 it • /r 1r 6 11r 71. /2 1z• ! 2 DPS• 0 ) ,ION),r 7• 13• Is- r 9 1/2' 13' 9 1/2• 0 , 6 ,/2' 2 (t rIWit r Ir 13' 13, 9 tn• tr a ,/2. 10 ,n• r 3 (TOP) ROIG - - 12 1/2-12 , 6 1µ' 6 1/4• 12 in' 6 1/4• - - 6 1/4- a 1/4- 3 (a0T110111) r r r 5 In* r 3 1/2• r e 4 l/2• 3• 6 1/2' 2 In' 4 (TOP) TOY) r - e 1 - a' - r - 6 t/r - r - 4 (/s.,o�,�rrom) ') ti' a 1n• ,r Ir it r 13• 9- to- 7 1/2' 0"- 6_ s (NF) Tom) Ir r Ir 13• it 9 1/2' Ir It 11r 10 1/2 7 1/2' Ir._. e a (BOTTOM) 1r S' 1J' 10 t/2 it S I/r Ir 6 1/2• 7 1/2• 3 tn' 13•- 4 1n• a (Mn R.«) E , a• e 1 4' e 1/4 • 1 a' 6 i/a• e 1/4' - - a 1/a• e l 4• a (BOTT.••) >e.-e„ 10 °'"o' Ir r Ir o 1 Ir e t Ir FIT 'Ir 7 1n' s 1 13• 4 1 1 >r-6_ To 7'-5• !TOY) or 6 1/r 13• Ir 1r r Ir r to* 7 ,/r Ir r I OlonoM} 1) tr r 1r• 10 1/2 Tr a 1/2- Ir 6 tn• 7 1/r 5 l/2• jr 4 1/r 2 (TOP) T IM 13• r 13 1r ,r 9 1/2• it 4 1/2' 10 1/2. 7 1/2' is. 6 112• 2 (6Dltoa 1) 13' r it I it Ir 9 1/r Ir 9 1/2' 10 1/2 7 ,n- is, r 3 (1" TOY) 2 1/2•12 1/2 6 1/4• 6 1/4• 12 In' 6 1/4• A 1/4 S 1/4' 3 (aOTicri) ) 7• r r 6 In' r 3 1/2• r 4' 4 l/r J• 4 1/2' 2 1/2' 4 (Tor) Tpl) r - • 1/r - 6- - r - 5 111 - r - 4 (90OOM) ') Ir 5 In' 1r 13' it r tr r 1r 7 in• 1r - r 3 (LOP) TOY) it r Ir ,r ,r a In' 13' • tn' 0 i/2 7 /n• 13' S' S (•0fT0Y) ') it r Ir 1r 6 in• 13• a ,/]• 7 1n• sin' 1]• . ,/2• ° (TOP) M�• a 1/1 9 1 4- 6 lµ• a i/4• 6 1/1• 6 1/4' 8 B0R!• ieeLL- 1 e A.S.D. DESIGN LOAD NAXIIRIN PANEL LENGTH 40 PSF OR LESS 8'-a• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS n rN,JW/ ti pA.T14 rr"I \\CONS SOLID SET ANCHORS k W/ SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE Non High Velocity Hurr+cons Zone - "STATE �Q • ', ,X•'• '%yry 0.44167 _ Or ': er OF F 7, [GRID �li-.� i •� N1�-`�NTF �r E` 0 �1i0EO' INc lwe.GLOBAL 24 GAGE GALVANIZED STEEL STORM PANEL OARIN R PROTECTION PRODUCTS, LLC. ,pm Sr. I, 9,IEEr Drax, IL MH wIO,c (nge6.-na. n.. (R6.)we-rrrr ITM/nA 1103: - T■L;, e r w coM►AHr , Hsu .,• :,, r...: rstw n: G ooaTle NALnp . nUJT r PE Mau 20-175 aft." WA�.ei IIIO, ,t,t�11pA./Mp{.11rE/pai! IDIOM t9 OF I6 _ INSTALLATION DENU FOR LiFE SAFETY PANEL (1' INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/4'0 TAPCON EX1g31MG POLRIED 1/4'. TAPCON _ EXISTING POURED 1/4.0 TAPCON EXISTING POURED I/4'e TINY ,�_ %ISTINC POURED ANCHOR 0 9. O C. - CONCRETE OR ANCHOR O 9. 0 C. j CONCRETE OR ANCHOR O 9' 0 C CONCRETE OR µplpC O 9• O,C, -"1, Z`ONCRE'rF OR CONCRETE BLOCK CONCRETE BALK /1.,, CONCRETE BLOCK CONCRETE BLOCK / R[Ul11RE0. REOUIRCO, S REWiIlEO. REOUWIEO. I1/4- i 11/'• it a 4- E. • 1 [.Do E.tl• I • I II I e ,• Yh p I I a 1• Yin. 1 II 1 1 .was,•�A� E 1 � CLASS 6--5TO CLASS. EPA 1/�^R-9o1• II I 1�4'.-2rL• I E)XISrR(G„N- sFrARASS G J� /A, `7f6.06/f� I p(AgS -a.:. _ ____ a9X119 U51NSN_II 1 fSa 39_ _. WJ� ou55 f AT p WR y f :F ,_' 0K rO1 IWp 1) 4- A.- It aMEJ9• _ n 1I1 LBMN as r•fl p / j ii I real I ° / .1-...- ,l 1 1 R I MRW. ° I 1' MAX. II _ �1' IIAX. e 1 R ' I PANEL LENGtH n t: -.'::- .- -. ::- PMU LENGTH R PAID LEA a" I 1' �. a•-�= i 6- PANEL LENGTH " (SEE ELEVAiwN B 1 (air ELEVATION N 1�t '. (a!L D,OMTIOY 1M1 I (BEE ELEVATION rt 1' uin ION sNCEI 11) X 1 ON MEET 12) III 1' Min- �_ ON a1Q7 12) R I ON $MEET 12) 11--SEPARATK)N- I 11 I II-_"SEO CLASSN- I 1IR --_.. _I. _.. _{ I II TO GLASS. f ' %12 l ' 1 1 O.w swag / 111-]h)/4' I s1,-ThJ/'4' 3/4" ., . _ I E'O . i$ Kn "[AO Ks �s. NO = r.s. _ eQ,9 KAT7 eIII!,Qr9 40 12 1/1'e TAPCON 1/4'0 TAPCON •,,, I/1'I TAPCON �_ _,µ'e TAPCON ANCHOR O 9' O.C. ANCHOR O 9" O.C. ANCHOR • 0• C.C. ANCHOR O 9. OC. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCREn: BLOCK REOUIREO, -CONCRETE BLOCK RECOPIED CONCRETE BLOCK REWIRED. CONCRETE BLOCK REQUIRED. SECTION R-1A SECTION R-2A SECTIO O REGULAR PANELS i�_11FE.".NEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/0-1' ,,,H,H,IIGnry„ SCALE 3/6-1- SEE MEETS is A 16 FOR ANCHORS AC"= TWE - 1/4'.- TYPE a SPACING FOR INSTAUTPONs INTO wpm WOOD FRANE WADRIL9 MINIMUM ANCHOR SPACINGS AND MWYUW WORM N/ML1IaR elMda pnJ 3 •IlrrrwM o,n.IrM aA) eerAFr.I.,y, p~iIpIAM ■u.r ORJ 3 EDGE OISIANCE ARE INDICTED IRN THIS sCHEOUE. FOR E.LESS Tt/4M INDICATED ON SCHEDULE REDUCE ANCHOR SPACING 3 CN MULTIPLYING SrKNG 4HOW11 ON LL SCHEDULE BY THE FOLLOWING FACTORS. IpIR OW I ae) Mo THIS OPERATION TO OF POSSMILC. REDUCED !PACING OINE TAD USING 'AtW SHALL Nor K LESS THIN 2 1/2• .. eft LfmnvIIM SPACNO INDLCATW NOR EACH 3• ANCHOR TYPE ON THK SCHEDULE. N P�1 A...... ''%, A"'•. ... �.•'' \•\GENS1c a9c: 2 ? No. 44167 FLOW BUILDING CODE Non High Velocity Hurricane Zone It a -STATE OF •Q = wma nilo0. 24 GAGE GALVANIZED STEEL STORM PANEL oRA.xn- F...... v _' sS' i _ 1L ECO INS. GLOBAL PROTECTION PRODUCTS. LLC. mn7leo3p ME /Q ""uNA oNAY"� i � rw IMY i,A 1oA. r4uL n U+coimlfmrr Z. ' IWIIE, r413JJv T PIKXe (,'WBM-",L TAN n3+)6rLIED! 2D- t 75 PE. 511/MaU11.AF/aYE 6rsAW WN Nrr e1 Iwl G-0004>19 WKiEA A TRllI i.. P[ IW..AeNa Na 9MFi ' ] Or Ia INSTALLATION DETAILS FOR LIFE _SA,F INTO WOOD STRUCTUR€S. / 1 ��. n READER 1roW HEADER I QLIRID REQUIRED 1 4•0 7APCON _VTAPCON .1/I-0 NOR O IF O.C. ANCHOR 0 9' O.C. 1 t/r 11/4' /2 /4- /2. H r I � Ir M11L i1 I i I 1 I , I _ I i �� I n r, 7�' 1 1 I 11 I `1 n EX,STy�jj i Ir,• R - f1 ,•l`.:•..I T a 2a. n - EIISfIe IF wesit ,os wn II I IMM OAR r-e•) dwss „ ` i "L• MAX. H MAX 6. (FEEL PANEL LENGTHELEVATION II I 9 I ELEVATION ON SHRET 12) tl 1 , )!z-:= • ,�._._ _� _- 12) SHEET ON a -T " I o 1 U - � �,.• Yin. ' Win. TO CLASS. 6 If CLASS- ) ' I 1 L/2 IF Few ac I I I I I PLATE PLAATE II REWIRED I 1/4•W PADAI PLO6 iI _ t/4"W PµELMATE PLUS ANCHOR O 12 in' O.C. , `t I' 1 ANCHOR • 12 1/2. O.C. �A ALTERNATIVE R—„ ALTERNATIVE R-3 O OCULAR PANELS 4 LIFE SAFEI7 PAN L M, NHIIIIIrNJ, WALL MOUNTINGS 1FP,A; lu4l SCALE 3/8- I' i�P•.• EN-•,,✓� 4 x .44157 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone NOTES 'x * # a20m RTQO, xc rP. ..'�y 24 GAGE GALVANIZED STEEL STORY PANEL 61vwx n, STATE OF 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. , DESIGN PRESSURE RATINGS e.f AND PANEL ': - "117/toM (P ) O� FIORD` _ �IL ECOINECOINe GLOBAL PROTECTION PRODUCTS, LLC. aR: '- � LENGTHS AS PER ELEVATION ON SHEEP 12. ,, F L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ''�•N, SIGNAL E'� ��i-/vAn n` A",;, °,,,pe *tMMe. „ Me. — / A 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC INN066401 M' •• [' w., OWN.H-UM, r.: aeR n,_INI PHgrE: pNMI9-7m, rAx (ee4Mw�m DENSITY OF 0.55 OR EQUAL RE. 3rK/MONTU6[/atR WN7O, A MLR A.. PL - ,47 IIERI Ni M to -4- (3) N N C) N Q- c 0 O 0 co j -0 n- f n- w 0 ('z Gn 0 0 0 W V 0 -►_A 1 F_ 0 C6 — U) >✓ 0 0 mCD O CD F- -0 .=- in Q E z z W J Ca l'y aA L'i \ 0 W O O I-- u a� c CL- y Q ti N2 C-4 t W CO CC 3 6° ly a3 OA• � c r- � fOA 3 co i 3 Ta °A Cli W CIA 'C +n f= !� CD Ey U fin`^.-.,`! W -LC— CO CIO .C) Z3 C10 0 L- U � 1111111111111111� U) Z3 LLJ = Q Z Z Q J SHEET NO. SH 1.4 ON L. ML% #14XI' S. VV�_� 0 Orr -S (SEE SECHON Eat ALTERNATIVE EZIW ON SHEET 10) 11 MIN; um 1) (SEE rq)NOTE 2) 1 1 9; ICO ALUM V RUN LAST PANELCDTO BE INSTALLED AT EACH OPENING SK41L ALWAYS BE '6 -6 _T 6 PROMD D W1 REAR HANDLE IT INTENDED -INSTALLED I TO FAOLYTATE INS TO BE F FROM INS DIE OF STRUCTURETALLATION OF 'L (END I. (INTIERRI RAPRW ONTEINDIR PANEL) (WVM PANEL) NOTES 2. 3. 4 SEE NMOYES 3. 4 PANEL LEWIN Ali 0 4B0 P-C _@PLT%7MNJ-S 1/44, 26x,.-1 0 EA, (SEE SECTIONS AS I i a= GO, T P.J_J_LJL_l_J_LL_J_J11.J _J_J_ LZ�� _ �,= L J_J_L4.L_J_J_1_ �L4;JA�A _J I' I SEE NOR I 4 I' Mon. Lo 1, 7 /o 3 I ANCHORS __(SfE SECTION EZI IS ALTEWATNT FZlW ON SHEET 16) I /I S. +�EEZ ZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL �Y, SYSTEM (t) SCALE: 3/32'-1" 100001 2,087'(WAL ., V*W a~ P��Aum 7 7 77 77-= -7 177"7 7'77 FNr.INFFRING ENGINEERINE3 EXPRESS PRODUCT EVALUATION RE:PORT September 15, 2020 Application Number 17009 1 - R2 2031543 EX Project Number Product Manufacturer: All American Shutters and Glass Manufacturer Address I W Donne Road West Palm Beach FL 33409 Product Name 9 Description 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Eval ation Report is being issued in Ficconlance with the requirements of the F londa Department of Busuinests and Professional Regulation (Florida Building Commission) Rule Chapter GIG20-1005, F A.0 . for statewide acceptance pot Method I(d) The product noted above has been he Florida Bulkling Code tested andlo(evaluated as summarized heroin to show compliance with I Seventh ditio (2020) and is. for the purpose intended, at least equivalent to that iectuored by the Code n be required following pertinent Florida Building Code modifications or Re-evaluation of this product shall revisions Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawng #20-31543 litied'24ga Galvanized Steel Storm Panels (HVHZ & N(>n-HVHZ)". shoots 1-5. prepatz by Engineering Express, signed seated by Frank Sennardo P E is an integral part of this Evaluation Report TE6T REPORTS Ufliform tatic structural performance has been tested in accordance with TAS 202 test standards per test ArEIT ASG-17-001 by Blackwater Testing, Inc (eport(9)5 p I h TAS Large missile im ac resistance and cyclic loading Performance has been tested in accordance w I -ASG-17-001 by Blackwale, Teshngr Inc 201 and TAS 203 last standard. par test report(s) #BT 3TRUCTURAL ENGINEERING CALCULATIONS Structure angineefino calculations have been prepared which evaluate the product based art compsfal�Y. indlor national analysis to quakly the following design criteria I Maximum Allowable Spans Minimum Allowable Spam 2 3 Minimum Glass Sepatabort 4. Anchor Spacing 360 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0 6 60 1 (866) 396 -9999 TEAM to ENG INE EKING Ex PRESS. COM E AiGiNtE FIT NGE XPRESS. CON 7) _nU CAD? I In Ir. -NA 9 z I Awl 10) N` 4 1. C, 1- 1: Fit R, M.0 XV a Ir" 41C, , , 4IRliWlP, 174. I Rai, ----- -- Ln's. 4177 I FN.. 441 7 tir: * -- STATE 0_n� WA E4&,", (1) 2000: E-Z HANG STORM PANEL SYSTEM FIG PW L + Con BOTTOM. (2). END PANELS SHALL SALRWWSMFJ&E CONNIE A t BE =70 FIOTIDM TRACK OTHERMSE A STOP ED AT TOP OF SUCH PANELS. (3)m IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4'0-20.3/4* M.S. W/ 7/5"0,3/32" WING HUY OR 1/460/4' Min. THUMBSCREW MID TAPPED 130TIOM TRACK. LOCATION OF FasTEHERS MAY BE AT ErnNER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4). IN LASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM PANELS SHALL. BE CONNECTED TO BOTTOM TRACK USING SPECS TRACK (1,*, A STOP BAR IS ONLY USED AT MR) AT LEAST TWO INDICATED ON NOTE (3) AW4, IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAN OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ORLY VALID FOR WINC SPEED UP TO 170 P.h, 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. LLC. JECOLiatc. QD0 SIR 51 20-175 FAR -!-.I - - ARRANNO. gift F I"JGINEERING Page 2 of 2 All American Shuners and Glass 24gs Galvanized Steel StOnin Panels No 33% increase In allowable stress has been used In the design of this product Separation from glazing Is not requited for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s) and is accounted for in tho engineering design of this product. Wind Load Resistance Th product has been designed to resist wind loads as indicated in the span schadule(s) on the ng) fes�cbve Product Evaluation Document (re engineonirg dria. Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (1 0 engineering drawIng), along with all components noted therein Product components shall be of the material specified in that product's respective Product Evaluation Cocutment (I a engineering drawing) Limitations & Conditions of Use: Use of this product %hall be in strict accordance with the respective Product Evaluation Document (I P engineering Chewing) ars noted herein All supporting hW structures shall be designed to resist all superimposed loads and shall be of a material listed in this product s iespecirve anchor schedule Host structure conditions which are not accounted for in this product's respective anchor schedule shall he designed for on a site -specific basis by a registered professional engineer All components which are permanently inslaRed shall be protected against corrosion, Contamination and other such damage at all fimes This ptoduct has been designed to( use wNthin and outside the High Velocity Hurricane Zone (HVHZ) Respectfulls. Franli Bennardo. PF ENGINEERING ExPREse #PEOD4654() I Ccrt Auth 9985 VM W. Aiv-MG 160 SW 121- AvvNUIf SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM DERGINEIERINGEXPI116S.COM ENGINEIOING EXPRESS.Com ILI to X 6 ore - n Pt. to E < J. OCIELEGII-LOOP, HOONr SECTION - '.1 -� , � i I IN, -1-411 I-.. _� 1. 1- t�=r"4)1' _T I % LAIV LU 2: a X, 1 C2 i Zal � < rc, r D-TAIL or -31543 20 ro 1/4-0 TAPCON ANCHOR 0 12' INSTALLATION DETAILS EOR SERIES 2000 E-Z HANG STORM PANELJI) INM POURED CONCRETE. CONCRETE BLOCK AN12 WOOD STRUCTURES A __=VOUREO OR 1 CONCRETE BLOCK 4 PARATKIN ANCLi.DR 0 12" 0 C. WALL MOUNTING SECTION EZI SCALE 3/8-1" NO WAD TENN t . '" OF ALLEN" POP RKT MAX, AAME. LENCYIN UMBSCREW OF r11,1N PANEL.LENG1H 1. INSTALLAT0N ARE ONLY VAUD FOR MAX. A.S.D. DESIGN ALL HE PRESSURE RAITNG +/- 40.0 p.s.f, AND 6*-0* MAX PANEL LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBILRIS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC 0.55 OR EOUAL DENSITY OF LNU a Be (2) I- MIN. R a Ir D.C. 014.1' HEX HEAD TEK 61- F14IN Z-7� 1W OFS POP oforr 6-0, MAX. PANEL L As I" Ron. I -SEPARATION tA*MCKN I To OLASS. or V ISAL .4. `0 TAIRCON ANCHOR 12' DO 2.4' WOOD PLATE N ECUIRED WALL MOUNTINfx ALTERNATIVE EZIW SCAU 3/8�1" N FLORIDA BUILDING CODE (Non Nigh Velocity Nor Icon* ZorMt) No. 44167 t 24 GArA GALVANIZED STEEL STORM PANEL Tir: . 16, 1 TOY CTATE 0 11LIECO, TRULY RITING At ENG11 CINAPANI GLOBAL PROTECTION PRODUCTS, LLC. .&10 V. 11 SIM, SAYN7. c- SLI1. PHONE fq��m-1w. PAR, TEN I Mul FLORIDA Lk , L. ALL AMERICAN SHUTrERS AND G LASS 4ga GALVANJZED STEEI STORMPANELS (HVHZ &NON HVHZ) WIDTH UNLIKTM (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYP. TYPE AS REQ'D) SECTIONS ONALY1 -20 STITCH WI H WASHERED ID 0 ,- WINGNUTST FASTENE OVERLAPS S MIDSPAN (USE APPROPRIATE SPAN TABLE) RANVIEW Zad �xat .4 RO.156* *.- BOTTOM (CONN- It EQ'D) RD. R� 91 - 0 "S MAYSEA77 k BOTTOM TYPICAL VERI _ICAL MOUNT ELEVATION N T S. (D ELEVA71ON TOP MOUNT (C N TYP!-, Lmox AS REQO) (SPAN ABOVE BOTTOM N (CONN TYPE lCON, H61 AS RE AS RK'D) IN ft- (LOCATION MAY VARY) T =NT T (Tr RE L AS RE, AS REQ';) Scri'm M MOUNT (COI 04-/ Unex 0AN BELOW TYPE AS REQ')) OB STRUCTION) PANELS MAY BE h 6 � ��AS�Rn�150� OPTIONAL Y�'�21) STITCH DOLTS WITH WA"EERED PROVIDED THA ANCHORS ARE I SED WHICH SATISFY W! NUTS FASTENED 0 SPANS ABOVE IL 0LOW 0067 ,I.. ONG 0 RDSPAN (USE APERLAPS PROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION r2`� (NOTCHED PANELS) 1 -1 __,)f N I ELEVAI I �jN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS (HVHZ, WIND ZONE 4 & ESSENTIAL FACT, [TIES) MAXIMUM . I I - PRESSURE ALLOWABLE SPAN L-.1 INSTALIATIONSUIESS INSTALLATIONSGREATES IHAN30AWV1:GRADL ILIA143VAIKHOtGRADE ,W, 6.06 In _A�Aln. , 130.0 1. 6.06 On 2 If". soon, 2161n +?-45 1300in ILso SIDE 1. 2161. IDEA 1. 6 02,N 215 n in �SJlln 6-11 In "Ahn 6+12 In 2 go 0. ./72 1 2JAI. 6.13 In 2.98NT DFAN tkLHtUULt NU I tb: I ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD S PANEL FASTENER SPACING TO PAN. SCHEDULE 15 ACCEPTABLE FOR USE WETH DETERMINE MAXIMUM ALLOWABLE STORM PANEL S POSITIVE DADS LESS T14AN OR EQUAL TO NEGATAIE'DISSIGN LOADS. 2. EL FASTENERS' ARE STUDS USED IN CONOUNCTION H ALL MOUNTING EXTRUSIONS TUWITT ('r-TRACK, S DED ANGLE, ETC.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL H'- AND 'U"-HeADERS JINCLUDING BUILD OUT CONDITIONS). ALLINEAR INTERPOLATION BEYWEIEN LOADS IS EPTABLE. OTHERWISE USE NEXT HIGHER LOAD 'Wor, �14` Nit MAXIMUM ALLOWABLE F* DESIGN PRESSURES: RN-d Ai!� NJ DESIGN NOTES: O� It P031TIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE TIN 5.W'"AS8i ICHAPIER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR E ALL TO THE POSVIVE OR NEGATIVE GN 2U pRe_ D %F ANY ASSEMBLY AS SHOWN. GENERAL NOTES: 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FAARICQED IN ACCORDANCE WITH THE RPUIRIMINTS Of THE FLORIDA BUILDING CO � SEVENTH USE INSIDE APHDOUTSME OF-9 HVHZ IS PROTOCOLS, ROMPID 4ST YESrl(;E TAB 02 AON ?00)M TE CONTRACTOR SHALL IN ANO'cl' FORM To ALIELOCAL BUILDING CODE AMENDMENTS WHICH MAI ul APPLY. OR CAr" DEIGN D AS STATED HEASIN MAY REQMe �IA C r ADDITIC"ASLIS]"E-SPE F1 SEALED ENGINEEFUNG. HAS OPEN USMOIN THE IGNOF, THE, IHS11SYSIRM �,NGINEEP Of RECORD FOR THE PROJECT MAE W7 H WHICH THIS DESIGN IS USED SHALL R RESPONSIBLE GUPeASTRUN FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THI DESWNWHICH SH LBE COORDINATED BYTI11! PERWTT3NG CONTRACTOR. 4, SEPARATE eNGIM CC RING S"ALL W REQUIRED In CADfATO DeVIAT FROM LOADS DEPIL STOA SPANS CONTAMeD HEREIN. COMTACTITHIS ENGINEER FOR MALTIECR'NA , SPAN CALCULATIONS At, MAY BE R INK THASUST194 DErAILLIOM15RININ MOSHE ICAND COES NOT PROVIDC LA NFORMATI 14PORASPICTIFICSITe. FORMCCONDMONSDEFFERENTIRROM THE CONDITIONS D67AILID HERRIN, ALICARNMDENrIPLOEMOR RACIES111REO ARCHITICTSMALLPREPAR6SITE SPECIFIC DOCUMENTS FOR USE IN r OWLArriCTION ITH THIS DOCUMENT 6. DF51GN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 004155VILES D IVINDMED BY A 1,SJAFETY FACTOR STE S Toar A ; NOTED 6 RILLLIRA. CL ASWOCAAD orHUMM E FASTEN E AS S H A, 8 E C AGNMI I! CDR OSION-FUESISTANT MATERIAL AND SHALL COMPLY WITH '5PErIFICA POR ALVHTNUM STRUCTURES` SECTION 3 3 SYTHE ALUMINUM SOCIATI�15 INC., 01 ANY APPLICABLE FEDERAL, PrATE, AND/OR LOCAL 00 DES . < ALL STORM PANELS SMALL Be 24CA STIBet- t.O. 24' STORM ANELS SMALL 0014FORM TO AST" ASSI LLJ STEE �GIIOGALV.RNI 0 COATING WITH A MINIMUM Py -&I Klu. to. NUM EXTRUSIONS $HALL BE 6063-T6 ALUMINUM ALLOY, UNLSSG4WAEVXUOTH ERWISE. It TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANCEP, AS FIELD COMB ITIONSOI WE PANELS MAY BE MOUNIEDYERTICALLY OR CAB No RIZONTALLY APPLICABLE. 12. CONCRETE "MORS NOTED HER61N SM LLBEEMRWDEOTt) N. NO, CRACKED CONCRETE ONLY, INSIALL ALL CONCRETE ANCHORS PER PIA UFACTURERS RECOMMENDATIONS. 0 13, THEE NTPACTUR IS RESPONSIBLAJ 70 INSULATE OR PROTECTAU, MEMBERS PRO I)IS41MILAIkHATEAIALSTOPRMKTELEC7ROLYSTS, 14. NEEESEALAFFIXE HERETO VALIDATES STRUCTURAL DESIGN AS END, 0 Fk SHOWN ONLY. USE OF T1115 SPECIFICATION By CONTRACTOR, or. :Iwi , INDIMNLIFICS & RAVES HARMLESS THIS ENGINtEft FOR ALL Cast & DAMAGES INCLUDING LEGALFEES & APPELLA79 FEES FISULTING FROM M AYER] FABRICATION, SYSTDIM ERECTION, & CONSTRUCTION PRACTIC D THAT WHICH OR CALIM FOR MY LOCAL, STATt, I FEDERAL COOM &EFS48CEZON DEVIATIONS OF TPUS PlAk I Is, !XCeP A&e)CPKMLY PROVIDED HeReIll NOADOITIONAL ARPICATioNs OR APFiRmAriONS ARE I NTQ M OR N AI.TERATIO OR OTHIPIT MARKINGS TO THIS COCUMekT 'ICKTION AWE eFuRrr7f6AIDDtT1C'IL NOT P AND INVALIDATE THIS CERTIP LS SMALL BE PER HAN INTLY LABE LED WITH A MI N IMVM OF (1) LAB EL VSok,V A 44 2, IT Flir�, C OMMLTNING THE FOLIECAVIN r IN PO RWTION ALLAME91CAN SHUTTERS AND GLASS WEST PALM BEACH. ME Rig 111 TAB PLO 201, TAB ZOZ A TAS 203 RMAIR.DUCTAPPROVALNUINSER. 20-31543 WSIT ECAL.C.10131643 7m!] [oil _J Ni Is, a MINIMUM ALLOWABLE SPAN SCHEDULE _N E LS) (i�(ALL PA T 0 P MOUNT I V, �J e$ , I 03 l 0' 0' 0' IT --Fyr Z4' _W 2S' 2r 2r 0' - 1 24 1 23-1 -W ISRAId""U, H..&, Fr F _ff W 2t 2-C 0' 1 24' 1 23' 1 26" 2_.r&�Ur _J*.d., 0- 0- a' 23' 21 25- 22' 2E_ Om 2f 2T 26 23" zir 23- 1 v sw Sl- 11' W 2F 3T 11' &2rFr;r1X 21- 24� W 44' -jF 53, 7- 4F Y - SWO - A - r,00 (WOO Mpirtu 2r 29' W It' 22" 29' 11' 3 01 *ot M.WM a'. 24, 2,r 24' 30" 45' 5V Zr Aar 24* 44, - 3T *U` HWN ty 23" 2C ?S` 2r 2r a- T 24, 2T a_ 0 IS P T 2C 2W 4.- 46' 24" 4W 30` 1 Shal A.�i%MT=_ So. 3c, V S& W 2r a, - Sr 2w BY 3r S Pm > 2 - I ' am 0 11 OUNCIITPA&�T�I- F-LFNGI.I.NoR.INrANREAAP,EANFNoT I. NO a- P, RED . RED . EN . ANIL. UMIZY. 1$ ._v, _`m_ COMBINATION ABOVE C _rQUPRN` 0.1-1 MOUNTS.. TANA, -1, E I -ES ARE .1 22'.1001 W, -1 -11, AND 114, .1. ITH PRNY, It=< He -1 .1 1. _M i MI 11 1PA" SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE I AL WABLE SEPARATION FROM THE OPENING TO BE POOTIECT SCMEDLUOLE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXPTDHIGHFR a 001 10� POUR, LOAD Attar, 3 FOR INSTALLA11ONS OUTSIDE OF THE MVMZ AND OUTSIDE Of ESSENTIAL FACILIYIES IN ASTM WIND ZONES I THF40LIGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS RE QUIRED, OPTIONAL INTERIOR FASTENING DETAIL L N T.S� t LLJ . U i. E , J;z I I I > Ulf -Ar- - IWAUAV FACH, INTERIOR 01 F:2 1-, < 91 SRxn`_ -1 AN MASHI . - 01-1. Moir ISCA .1 AHNNII ED -.1 Mist" A OF, IVIL < 1 - MACH, S-A, 14 . /b4-.:O. XN (CONNECni FRI. WON M III oc_ Ho", L-NN-As ; A 1`11i PRO I,) I! 11 ItOY, D " 7M.L�l 20-31543 'Ot. O'IND's N., Ri, .- 1. - PAGE DLICAIPTION, 'PACI _16I -NFLI QPTION L IGRESS PANEL.DETAIL = M "'TERI. IT 1ASTNING IA] NNr. 0 PL 2 250' 0 J;:72.990* 0. 80 51;1 1 ..730 o! -0.0941, 625 T 0112S. a GA 044' TYR TYP T DW 1 -0.3 062" F ITS 1,930' -12 owl c Z.000. .375-1 Iwo- 2.020 2.0m. "Aw.. 062' -4 2GDo TM OUILD=2yT V HRAOFER M -ou cumal ay� ld 1 1 560 M�_ 510 0.313* 0 1 jj�flfrs 0.19 Deli 0.190, - r5y. 1.007- 01365-� k 0 "6" 0.179 12.300"PANEL COVERING ir7 0.250� DIRECTION OPTT 50'. IQ LEO 085. 0.090, T.��_O.Oqv RD 305' 35, TYR TYP KkD-WT Tom% ANJ;P-. TRACK 0,957" 0 0. C376' 0.190 IT -3000. Ok ""A'so T "r ANQUE -iiCK fUMNOM) @ OVERLAP .25" MAX. 4" MAX. CORNFACLOCUPE DITAR. f A .23'MAX. k U.J BUILD T;Z; 'I-, III I,- X: 011111,10,11 1 ... < _J r, 04M." Ira 1.000, -1 'A' f -_AI < EMBED "'At."A A 10* I VIRIAP MAX ID 14' A14.. 25- MAX. W. IT -1 1.300, 12 MIN Wv., 1. .1 W 0. INOR., .11? 1 11 lei. IF, A"At CORNER OLVARE DETAIL a ED or, APAM '11 P V0. r, TO. n KOUNT CLOSURE DETAL 8 8 0"111 Z 1 , .-,-a 20-31543 09 a O_' 8,4. Ti- 9 T )ES 10'" Ti A. 7.X I- 0 Dow EMB ANCHOR SPACING SCHEDULE: -L-,, PANEL FASTENERS 0 ia S" 0 C 24 GAUGE FINE §§I��ONEV-rrn7� a Film FM mammrrW.IWM7WK" FEW MMMMI31mr" lug M M0 MWMHRRMMIT�13 X, W_ "If - , Rif �:nmm,IIEIMM, "11OFMCM " '/ , _ -, �, � 9 FINE AX Onlati ANCHOR TYPO (F"l sivor 1!11 [o te"10 W. IR-, It"', INA. 1.11 IF ccon ME CONN rnria CIL CZ Or CZ C3 C4 C1 111 . 7 Immo 32 At 46 mI 72 ILLS` 16.0" 16.0, lew, ILLS- 16.01, 14.01, 7.$- 1?2'59; 11B.O. LZ.!fl id.a. too, $'a. 1Z.T. .ao MIT' I L' 1. a., So. 12-F 16.0" 16.0' 7. S" 12.5" 16.0' 14.7" 6.0' 12.T' 14.0" 14.7" 6.0" mr, I T. 16 a, Isx, 14.a, 14 7 * &.9- tax, Do. . S. 1�1': is a, L4�;" ' :D_ A 11 1 11 T! 2 T 1:.a . 11.1�. I it, 1 D" 14.7' 6 0" A 14 11 Ur CNDCD 33 WOOD scuw 41 40 32 72 12.9" 16.01, 16.01 larr 12,5- 16.c L2 1.1 TO' 12 T' 16.0 -10.0 6.2* 12.5" 16.01- 14.1- MI' ILLS' IRA" 9.7" Ss' 12.5" 16.0' 9.7* 5.6" t2.V' 12 71 12.51, 16,0" 110" 1601 It.3" 16.01, 9.01, 7.0" IZ 1� &4' 12' 12.y, 11�1' 16,01, ::::' 1:: 9161, 541 L2,F '213" 1215" 10.0- CA. IS 16.D' O.S. $.I,, 0'. 9.2w Moto 33 TAP ORD 41 49 T� A&� 12.51' 12. 1' 26.0- 16,0- .0" It"J" 16 16.U., %IA, 1Z.V, IZ.s, 1&0" - 16.0, MU F 11,51'� 91" 12.5, 22. T' 12.9 10. 0 * 10. 2 " V11-12" 16.0- 9.2 16.0. 9.11, lr"?x 12-5, I� W' 1610' los" o' 9 Ia.$, yo-7 L&D :,X' 1 9,1. 12.5" 12.r, 16.0* 9.1 15.01 - .11, I IF 33 = 41 0 6VSRIPC `P1 I * *0 " a LIS" 16.0- SN' .3 IZ.Y' 15.5" 6.0'� 1 9- 12A' 40 41 LZ 51, id.W To,- IZS" IRA" 4 A" 4.1� 6,23" 12.5' 15.*' $.9' 6,25' ILI" 4.7" 4.0" 6.25- 12.3 4.7 11 0' L2 V* J4.2" I .1�1 4 7' 6,2V iZA" 4.7 4 .- 12+3� 4.7" 4 11' I 25" 1Z.r 4 F" 4.0" SET' IZ.T' 4.7" 4Ar a2s% ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPARS AND PUSSUR15 INDICATED IN SPAN SCHEDULE $HALL APPLY 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, 7H E EXISTING STRUCTURE MATERIAL, S ANCHOR TYPE . SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUMR AND SELECT SPAN GREATER THAN OP. EQUAL TO SH UTTER SPANS ILECF CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON SHEEI 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3, PANEL FASTENERS"AAE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F"-TRACK, 57UDDED ANGLE, ETC.). USE 6 2s"o c, PANEL FASTENER SPACING TABLE VALUES FOR ALL"H"- AND "U"-HEADERS (INCLUDING BUILDOU7 CONDTTrONS) 4 ANCHORS $HALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'FIRCOMMENDATIONG 5. HOLLOW LOCH. HOST STRUCTURE! SMALL CONFORM TOASTM C90 BLOCK 6. PAIINIMUM0410MENT SHALLSE AS NOTEDIN ANCHORSCHFOUILI. 7, MINIMU M EMBEDMENT AND EDGE OISTA NCE EXCLU DES ST UC CO, FOAM, SUCK, AND OTHER WALL R N IS HES. WALL L FI NISH FS SMALL BE UNIT ED TO L/4* MAX OR BHA ILL BE VERIFIE 0 BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HC&T STRUCTURE S. CONCRETE ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UN�CRACKIED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMENG, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTGADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD� FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10 WHeRE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENIER SHALL BE LOCATED IN CE'NTER OF NOR NAL 2' X 4" (MIN.) WOOD STU D (Y.' EDG E DI STANCE 16 ACCEPTABLE FOR WOOD FAMING). WOOD STUD SHALL BE "SOUTHERN PINE"' -OA5 Olt GREATER OENSrTY, LAG $GREW SHALL HAVE PHEILLIPS, PAN HEAD OR HEX WAD. it, T S. BRASS IN REMOVABLE ANCHORS ARE. OEWALT PANEUMATE, ALL -POINTS SWD-SIE BUSH G, MACHINE SCREWS SHALL HAVE 112- MINIM M ENGAGEMENT OF THREA DS INTO THE USE 13 04OR AND MAY HAVE EITHER A PAN HEM, TRUSS HUD, OR WAFER HEAD NORWALK GOLT) U N 0 AN MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTH RWALLFINISH5S. 1.4: fififia DESIGNATES ANCHOR CONDITIONS WHI04 ARE NOT ACCEPTABLE USES. DIRECT MOUNTING CDNDIIIONS. is LINEAR INIFERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTECION THIS $MEFT ;-K 11- L,A > 19 1 NN3 r "Pe & �! 1. V) Lli PP21 Olin Rial 20-31543 A.- 0 0 0 (D Q- M -0 Z5 (D (D (D 0 U) 0 C)_ C- 0 (D 0 0 U_ 0 > 0 U) M -a.- U) W mi Z Z W :.rz :I-- LAJ = 4=11 - C�4 "C' C3- C= L C-4 on _= CD CD LJ cc :11 = I:= 01 .!! ::- -& _= % E CD U) > 0 0 a) Lii CL SHEET NO. S H 1--. 5 _1 � S3P-51� Lpnnar 2582- Ido