Loading...
HomeMy WebLinkAbout36512 Flats StRECEIVFf) AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handier Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BILK. Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Camp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN orfdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir, Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foott Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GTorG.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNVALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SO or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.Q. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical Vt or V.L. Versalam VTR or VTE Vent through Roof I Exterior W or w Washer W/ or wl With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDRorWDW.HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES 08-23-19 3.1 ENG. REVIEW FOR 150—C MPH 12-19-20 4.0 FBC 2020 CODE UPDATE 11-29-21 5.0 ADDED ELEV KLM PER C.M. E REV. 06.23.22 K21889 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. CS COVER SHEET 1 FIRST FLOOR PLAN 1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 — EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN MONO 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS, SN STRUCTURAL NOTES 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 PA1.2 1 PRODUCT APPROVAL NUMBERS PA1.3 I 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. tMAR 10 2023, N O N ®` d -o cam', > LU o, c Ino w � a m x ri- ,mot/!- cc NO L -Q C'V Y � d ca •� � l A 1v �li� O Wat co -A 4 4„ O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» An W d E Q O 8 N p RN G co M 0 LL 4 L L. LL W J o o a Y x — 0 63�°�?O7 m Lq Z co"' M z° a LLW Z N C v W ❑❑ Z N M O O z � J — a_ V) z a Q) 0.1 -J d s U QL o C N „� 7 c W 8 z > _ :E ¢ N O / co M wiz w M zo� L E Z os } V Z® 14E tou I+� z K0 4 Dd 00V Z o E N L . to ¢Z wo O �Z ww 0,0 (a C �o ZZz OY W� mO ZZ Z in (3).0 J aw � ZO 0 I;wo �j no � w 2 0 7 IIIIIII� O M V u , Z¢ a a O- 03: L LO `n N m ca < ca F— N LID LO T rU) CL) N m C0 4- Ln T U) a)1 -0 LL N 0 n LO O00 N r N Q � w (0 M (y .3 N o Z Z � r E 10 @ a o iD U _J Q p JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. S r � . 3 m 00 N cn O 0 J I m cOOv LO 42 Cr C c 0 a 0 J N Lc'y 0 cn O tV- N v O. E �3 0 0 i IU t7 4 U c� i .o i a 0 C 01 Lz: Ca coo 0 0 0 a N 19 0 Q m 0 H.B. r o CN 4'- FA�41 LY R M 8' 8" FLAT CLG. CARPET PATIO E 0 0 16-4z' 00 L I A LO Cl) N I i- 0 J LL I O cD 36 OWN E 'S SUITE to - TYP @ 2 STORY 8'-8" LAT CLG. r C RPET N I CV I - O 14'-9" `n = m I B 19 w i O O N w I I a A A 1 2868 \ t_1'-4" i. H O 25-SH J NOUN 0`- Eli 10. 1 son 11,411 ===r=q_.PM1E mek1_1 -; r- -- ► I `N 5-SH I D.W. I I b M16" DEEP II �l r I 11 o I CAFE `° 8'-8" FLAT CLG. u_ I ED 1 KtTCIIE.N CARPET 1I I IL 1 _.J ..... . 21 i- 021 00 (3) 2X8 #2 SPF W/ z Q 1 0 1 r LOW WALL OR w/ DTT2Z @BASE _J Cal ! RAINING PER SPEC. 4'-0" 5'-8"� u '1,. 3'-4" uLI / 3'-112" L. G I -I- 2868 4 1 FLR. G_T D D 6 _ LAUN. ' -7 8'-8" FLAT CLG 8 TILE P . 0 9 WIRE - SHELF c,�, U X IV) �A D I SHOW ER FIBERGLASS @ 36" A.F.F. DRYER VENT THRU WALL 3) 2X4 #2 SPF W/ DTT2Z na BASE M EMS 19'-421" S3 r --EDGE OF SLAB 2" BEYOND WALL +42" SLOPING HALF WALL S3 2 CAR GARAGE R&S 8'48" FLAT CLG. AFF PLUMBING LINE TO 1 r SECOND FLOOR eG1 2668 I I I (0 o 71-7" I IY r I W.I.C. I 2' 0 8'-8" FLAT CLG. CARPET I L------- -�i w. R&S I @ 2 STORY 12'-44" T FLEX 8'-8" FLAT CLG. CARPET I NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 00 - HDR AT 7'-4" TYP @ 2 S6 STORY BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC VERIFY LOCATION ELECTRICAL PANEL <V VERIFY METER LOCATION WITH BUILDER 21'-4z" 8'-8" 10 > O to Q I u- 10 Iz I� I L9 -v I I 0 N I I I L? I � I I I I I I FLR._G.T. N ENTRY 3068 .a, 8'-8" FLAT CLG. AFF 2x4 #2 SPF )TTZ AT BASE D - S3 INOTE: FINISHEDI I I WALLS TO BE FLUSH. I I 1 VERIFY IN FIELD. I I I I I I I I I I I I I I I I FLR. G.T. I U_ I I I I 0 I I I I I I I O I I Iw I I I I> I = I I Im t I w I I IQ I > I I Irr I 0o I I 10 I I I I� 10 ( TYP @ I ILU z GARAGE I I J OPENING I K I l l I I S4 I I I I I I I L------ ----- il- 1 �_ 15' H.B3,-O„ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 20 X 26 18 4 X 25 4 S.H. 13 20 X 381 18 4 X 371 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25i S.H. 1 H3 27 114 X 38 8 26 x 371 S.H. 11­14 27JX50J 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 4 X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37 J X 72 36 4 X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 g 52 4 X 37 4 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi 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" A -A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 oD +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 Q SEE SN SHEET Ho SEE SN SHEET 140 MPH NOTE WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "13111 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 PATIO 24 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 FIRST FLOOR PLAN ELEV-Bl EXT FRAME 2 x 6 R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED SCALE: Y4'r=1 r-Orr (GARAGE / LIVING) C` N O _ c > W! i s O dco f. aG3 r= CV ••• 1' •`���" ;p c�1 W �; C � 0�• rz1 W 00§11T 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. low a) W E a g Mg N N o O L 200 N N m ([/�1 r I- ,F J aa- c 2S25z C J LL 5 a 103t' _J 5 a Z -v Lev o W 3 m N 8� pj6' W m w `Z 00 0 M z Q J IL� IL = N OU 8) W C 17-1 M z N O 0 z � SMemel Q J - rl � N U) z = � U 0 4-1 C!J LL o LUai U �- E a Lu J L 8 z� U o N • N l� o W M �� o Z LL c QD 6N CL �% 8 Fz � ¢0 z® oa w 1 Q _ O 9c o 0 oI 0Z C:)% L O dO . w 0 ado w w W J :3Z O t�JJ m0 ZLL z W <W z u� g 0 W a �� a d �w � �� ¢ CIS �o Qo c1J o V zla 3 C:) >11O J L0 Ln m B Q M tom- N co 0 J r Ln V Cl) Ln T 4-J co LL cV 0) 00 -0 04 O L0 NQ U r M N o ca Z z N E O d E 0 _ Q p � JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 1.0 3 3 m N LID cl LID v- V) 9 Q J r` N I m 00 00 N LO 0 0 r` N i N i 1.0 V) Q I -L 3 Q- E 0 v c J LZ v 0 V a i o_ U J v ti. r 0 0 a N N 0 m co v cn r------------------------------------------------ I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I 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 --------------------------------------- SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (31 STRINGERS w SIMPSON A35) MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDING STRINGE CONNEC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH w U Z °d w U u`5 CP n TYP @ 2 STORY THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR SECTION SCALE: 1 /2"=1'-0" SIN rT CONT. HANDRAIL RETURN TO (:AWALL/DETAIL. ' SCALE: NTS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 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 waikline. 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 '/z inch. A nosing projection not less than 314 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2,0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140(, HEV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.G. 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** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20X50J 184X50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18JX714 S.H. 1H2 271/4X26 26X25# S.H. 1H3 27 114 X 38 J 26 x 371 S.H. 11-14 27JX50i 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.N. 22 37JX26 364X251/2 S.H. 23 37 4 X 38 J 36 4 X 37 3/4 S.H. 24 37JX50J 364X50 S.M. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.M. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-131 SCALE:/4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AQ +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 EO +26.6 / -29.1 +26.6 / -33.5 O SEE SN SHEET Q SEE SINSHEET NOW14OMPH 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 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 "B111 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 PATIO 24 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING E/TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/13-13 KRAFT FACED (GARAGE / LIVING) c*_J ® = d -a > W c� ar M CA yO4 CID - y '^ c .°P W m A ra N CJ 0 1`1 liel I _ . �� el 4 iit o �OFESSIa,®`��� f,itt!€1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal N W E F o m B t> a o c N 0 .5 IS h ti J �0 LL Q C J LL W LL w a J Z u) _ _ oCV W ' 05 cp m w 04 M Z LL N oU () 0 Z W 11❑ M N Z N c�o Z � N Q J - ca- IR N � z cD a Cn LL (6 w m j� U 0 w a t/1 � o to I (ti3 r v� U w V L U ® U ) N Q � N m m o CID W M oo g Z Z¢ E wo O �Zo < N Q c co W z® I- _ 4= RQ oa�z Q8 SOU Z O N i az ao °do aZ M z m� o NC - .8o� wg Qw Z J 0 <� mro zZ N oa LL�W �o W U a <o xk �� J� �o Moll 00 c.0 < w �o o z+1+1IQ o c O 0 ` > LO J '^ L , LO rn La M :3 LID LO cr (� o N r m in 2 IUD j U) 0 4- C3) 0 NC'J 0 00 N LO CEO CN N _ Q LO r ill CCYi N o ca Z N N r E (D 2 z c @ o -a c a. U Q 0 � JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 1.1 MIRROR 9 �o 80 O Le VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE q CABINET 00 Nt OZ OZ CO § CV M co M i 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER 0 CV FIN. FLR. BATH 2 KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN g ROD TUB OR SHWR. TOWEL BAR aW ON BATHROOM WALL _ SHWR. o VALVES w o 00 = t C° SOAP o DISH U coLO t t o `° t cM M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN 0 v . CD Cc CU clu cic FLO W 0 1 -f : Ic" :IIIIIINIIIII Cl) L < a V) 3 To LO LO ' LO CD cc O KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS ----- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE CABINETS 00 U_ TIN — t LO a 1'-2" CO O 2x T } _U? 00 FRAMING rN L t T r M zo C 1 /2" GYP N Cr BOARD FIN. FLR. r 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER INTERIOR ELEVATIONS III 4 T 04 CV FIN. FLR. CABINET BLOCKING SCALE: 1 /2"= V-0" SCALE: 1/2"=1'-0" I � w 0 _ - w. :H t0 C L E � c a ocj- �. w ' le�tt�tott —Ioo 80 N r- T.O.P. HDR HGT. 11-011 EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. T.O.M. SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 1" x 12" SMOOTH TEXTURED TRIM / BAND — 1'-0" 12 5� ---------------------- 8'-0" RIDGE VENT -1 co 00 25SH FRAME FLASHING Milli! 7-72—nTFTIT-jF-9-.— .- ® 1 ■� EMEN MEMO ■M11111W111l ■ I,I I'I • 1 1 6'-0" RIDGE VENT 12 5� 12 �5 FRONT ELEVATION - B1_ SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --;----------------- 4 RIDGE VENT RIGHT ELEVATION - B1 9 uD 1-1/2" THICK NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1� lea � �y ■ `+7 ` cl-jCz o W a Q. gm y eo N—N r'` ,_ Vf y O g ✓ N .W N d ,. C s '9 Cc y w C CD ®. u 0 w J 02 p.� OFESSIO"' `' 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 Editlon. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M 1- Q o QE p N C cc, n ei CI) ti J ,^ V 04 0 U V"� — w w d 6w Z t6 C � O = C" C l 0 O Ng°'z m w Z LLWIL LO d J a N o< z 0 co W ❑❑ N Mo O O z O N Z r Q N co z a aj C7 0 W � V m O W o NLn c w V � W J = e 0 Q N 0 o M a W z o U- E os Z� z® 41 E � <=�a CIO�� UO SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. 1'-0" EXTERIOR r1C0 PLASTER ON FRAME 00 A. - 2nd FIN. FLR _ _ _ — _ T.O.M_—____— HDR HGT._____. 1'-0" N FLR 12 5� 12 ' 5 ' FLASHING — i i - - - - - - - - - - - - - - - - - - EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ----�_ 8'-0" RIDGE VENT 12 zz:::�15 2 5 REAR ELEVATION - 131 SCALE: 1 /4"=1'-0" LEFT ELEVATION - 131 „_1 r_ni, —j --_— HDR HGT. 2nd FIN FIN REV. 09.24.21 C•"9 C`J q O-too, oy OG 0 �+` v � J= N � r 4If �-.-� Cam► � V CO cc W A cc o. ti�tliillly e Q' SE .•' �J OV; C) �o � �?O S S IO` �, FE f111111 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 v E 0 a cn co 8 S V w a4i � ro Q :� ao N r uy � tl1 � "0 � iy V J C u W LL LL D I� J LL V W m S v o_ 0 wz 7 N O O W * `r' Cl)Z LL 3 N O U 0 •sr to W 171 M V 2 N O O O Z � N Q J _ cNn ^In' Z -0 a W � o u_ 0 w gj �N � w m c[ vtOi o N OJ O w co¢ M $o z 14 U_ Q o E Z o �. ry aR Z® U �0 W, 00 CL O C N � p O ao O Oz dz aw LZ n' m0 z (n C _ C N O m OLL aw aNi � o �¢ z z g o W CL ar J o J= ¢� T� ;o <1' zl¢ 'w o � 0 �C) > Lo J m r-. Q F— N CID C) C� j LO LO J T ,^ uJ ^^{{ N M m r' n ' T� � '^ -�LL N C7 0 CN N LO N LC) T E c M N Z z E 0 ;, c o a E U Q p JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 3.2 vac 01 m 00 R N L0 L0 v 0 00 to J N Z m rn N L0 v a O J R N ! to �t7 V) 0 C a 6 Nv C1 E 0 x v fL E CS i 0 CL o_ 0 V 3 a� r7 0 0 0 N N N Q m �R 2" 1„ N M 2" N 1. CD 1• VARIES "NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY __jN SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" � 1'-10_^_ =iN-71 ~ 12" 1" RADIUS 31/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS it,4" CAP --- 1/2" RADIUS 1'-54" VARIES VARIES Mlv _ = th cn� MIS c+NVrIN CAP N CO 1" ill 1" 1" 1 _p" 4a/— 1'-4" N o 1, �„ 2 1 1/2" RADIUS VARIES 12' VARIES 4" 1„ 3" 34 4 MI*34) 41„ j # � I � i MN r T 3" 3„ 4 M� M�v VARIES 2' 2„ 12 2" A� mLi 32" 113T' 1 �-8" 2 1/2" RADIUS BASE in r CD (O BASE N 12' NOTE: VARIES 8„ 2„ 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" _ 1'-6" T 1" 2a" • ZIE ' 0 <V 1-1/2" THICK 1-1/2" THICK 21 4 1 0) 10" 6" "I� N � � M 3" 0% N 2„ 4„ 6„ W CO >U riN 1-1/2" THICK 32' 24' 41 2'-4" ` � 52 1'" 52, -5 IN 00 1,�„ 3„ N 51„ 4 1 *o- VARI VARI2a„ ES 2 � 1 VARIES VARIES N 1 00 _ j R6" -� 1-' rm 3 2 ¢ 2' 44 KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" P = KEYSTONE F11 00 r- OPTIONAL 3n 3„ 3 a ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" d R�q7" ct z VARIES 2" (D co 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -8" T 4" -0" 4" 101, 1, 4„ 101, s 1 14 1'-64" 14 0 - f 12, 5" 2'_1„ — 1'-12' 7 Sa' 1I"— L 1''d" u cv <V 1 r - 04 r CV eo o ' �Mr 11„ 2 FV� �N m� - 1'-1" 1" O r GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Vol) 4.� ra , �'. t e, s `s v 24 N N O N O N To the best of the Engineer's knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W � 0 � 4 8 O 3 lA 0000 N I MN rn r- I- ult Q C = S A V- Jl1 77 a - -oc a Z m a' :2 .tO _ O (6r- CO z toN Z ILLLW W 1O m Lu N OU Z to W ❑❑ lD M �- N M 0 0 to z o N c� N z (� `o �4-, V N LIJ /NI ^ Ly N H U7 C 2 � � c u' iv Q N m O M w M O Q a E w0 os YN Z® ❑ Z� O E N L d p ¢o W r rW J d _ 0 m 0 s� z J .Y 0 Q. QW �Z U> a oa Z a U 'w ¢~ (� Mj O COP Y❑ a x 0 zla 3 > LO LO ai rn '^ Q LO c� � N N co G � u J L C) T r U) _o �' N m m LO r j U) N Cif I co I.L N 0) 00 N .� N_ G LO NQ LOCD r _CD c Ch N Z Z E 10 N n� E D ¢ o C JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. F 1 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. UNDERGROUND is SERVICE BY POWER CO.--�_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150A/200A INDOOR PANEL CENTER q 10 #14 to lights & outlets R III NEMA 1 #12 to appliances and GFI 150 AMP/ 200A101 0 11t0 to WH �\ #8 to Range #6 to H VAC CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FPc DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 24 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �D PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER A ELECTRIC PANEL _=,=L DISCONNECT SWITCH �i G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT V L-nilt IVI{- I Lfl LOCATION WITH BUILDER PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAIN FLOOR ELECTRICAL PLAN - ELEV-B1I SCALE: ,._„o. r b o •� E =o � o .,tC s t 3 cc ,.. cu c� T N. i� ji N 0 CV C.O 0 CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 8E o r Fm A 0 N CV O 0 �� J��� u-5 (� NMCLL 'a. wo L'- 0 L a Z o Nit�eg_�o W N_�W Z m w LIL O N Z Z N O U 8 W ❑ ❑ `D M V z N M O z co N 0 z � � a CL N N M z a U 8 4—J fa c- w Co [� V 0^ V) W o Cam' N. U I w 2a po� U L m «r`• U o N 4m, � W M 09 z 1 LPL zo D LL g zo a N E �V tj5 j Z °wit p C6 r— C o XU �0 - Z Z D E CV E 8 ¢z 0 ¢ o �z ¢ u, L to U.)m c m m o ZZ Z J ¢w �w 2 { NW z0 5 N C2 5 U� o< LL wag n w =� of Jz c�3 co a� o� V zIa 0 3 `0 Lo J LLO rn cm cc Q 0 T T Cr Y r j o N U/ m LO '.� C J d7l Co U_ CV O 0 N Lo NLO T c� rt- ai M N o E N O �' r Z to c co a E U° 2 .g ai a o v v JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 4.0 v� v E3 m 0000 N N v 1c to 0 412 L0 J r` M _N Cr f m N >U C e O J Co N I to ID 0 .G Q C) i a E N E O x a m ti v 0 v 0 a 0 U J v r= 0 a cCD N cJ tn Q m 0 ELECTRICAL SPECIFICATION 150AI200AIN PANEL CENTERTER NOTES: 10 #14 to lights &outlets NEMA 1 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR AMPr 00 AMP 20 10 #tOro WH MUST VERIFY WITH THE 10 #8toRange SPECIFICATIONS FOR THE TYPE 0 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. nN 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDisconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground LGROUNDING BONDING_'A WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC, 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 roams 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. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j 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 WALL MOUNTED LIGHT FIXTURE (� �J RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) }-PH 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) - IN TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER J>n 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 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 I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I 1 I I I I I I i I i I I I I I i I I I I I f I I I———————————————————————————————————————————— — — — — — — UPPER FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: %4"=1'-0" 6,. rs `1 o 01F, CG Js .iVi J. cv N 0 CV o_ CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. !W �E 08 O co = v C .3�� 4 ii rn h r� L 0 t%i dj ce) Y Q = J �LLLL LL LL W I o- Lu n V Z13 _ m S °' �. .cA9 N Co W<n�6jO' O Z CD LOC11 Cl) N Z m c0� W U m Z N OOMo Z 00 NNQ Z o Q .J — th Q) — N Cn a UJ Q 10 U -M � O w $ Ln �N � fB �-- U AM _ eLLJ L 8 w 4) z U • m Y N rn �m o � N o z � Q 8 _� s oLL �� aR z® o0 N U O Qo 00 W Z N ro L �Z .0 w g wZ M: H d ra c 0 .9 m `e o oLL z Z- � J mo a ° <w Z z to � Z ao � 0 CC) w ow a = �t zed o� 03 Q � Lin J ,^ L ! iU rn M i� < C9 co 0 Y ��/A, U v CN W m Y ! r < 4-J + (n 0 4 o� M n E N O 00 N_ o Ln N � �_ T E Ch N ° M N ij r' O m z m a. E 0 U _j Q p j JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 4.1 0 0 W 17 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 4 4 1 2 0 1 0.0 0.0 0.0 (Zone 1) Upper 4.0 2.0 Floor 1080 1037 148 518 37 259 336.0 (Zone 2) 60.0 276.0 Upper 20.0 0.0 Floor 1172 1125 161 563 40 281 300,0 0.0 (Zone 3) I300.0 **NOTES' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 4 SQ. FT. ROOF PLAN - ELEV-Bl SCALE: Y4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (S% In. Needed) 19 = Linear Ft. of Deck -Air Needed) G ;o y J W �4 N L cp CQ y csr � cc d CO W c E 5 o- >r ,p CA �. m s 0g'.��? .� ��,/,*, '�' ^rA fie•'• ..��.++• 042 .sff/f�1Rr3tgF,WxnS?,'aW. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E O 0 C N r N 7 � a � � (A Q N cD SZ2 C J W w 5 o LL LL 55 d In Z 13 mc1,3) am W � O O :'@N W O 0 m w 00 Z Zj0 c� Z ¢ r Z N O U � o W z N M ppp O z pp Q Q n MAN /� tJ 1 N f7 OO / 1� C C1 ^ ' W V O ru W � 6 �U "� V1 W O a_, M < W J L RE, = Q OJ Y N O) m Jw co o5 Z Z¢ LPL m E coo o° >N E u Z Z® D a XO OQ 00 oa' z O E N ao ao ad O Ez itW .� L • f0 �_Yzz z W tt 0 z _ r� QJ U ym 10 Q W J rn 3 ¢" 2 rn Zz go Q T oa ¢ r� 1W W C.i � o 2W r - O a1 �� O CD V zl¢TO a O O i ` LO J Lf') ^ L ai m Q H N N j V) L0 Cr T T U) o N M m ' LO T � j �I LL N 0) 00 N O u*) 00 N r- N LID r ai co M N o m z N E C) y r mcc z d E U 0 Q p CD JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 5.0 3 m 00 N 0 0 0 cc i JT' m 00 N LO Cr LO N i LO C Cr Q Y 3 Q 0 O a E m E x v c m N ti V vl 3 .o a i a c O O 0 J N rZ N N 0 O CL N C14 O N N S Q r m 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" SAWCUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W ,U 56-6" L ■ ■ ■- -■ ..■ ■ ■ ----------+-.�.T------.'.�.�. �. —.�. .!... ...!...........!...........■ C Py L � in; — _— _ 3-1/2" MIN 3000 PSI CONC. SLAB FOR I HERNANDO COUNTY ONLY 1 �r00 00 :: 23'-3$" I ■ I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER Uk o 0 HVAC CHASE - BASED ON C;° :: LOCATION�0'-0" I : ■• I `—___ —__�_ -- I II D.W. II Cl) 4'-0" tI _ffi= j' CD iv ITV �JI — — — — CJ — — — — CJCJ AHU I CJ I _ ih II II — _ _ _`_ _ ■ I I ILL .JJ z _ — S� _ STUB UP TO .. 2ND FLOOR = _ KITCHEN I I1 z CHASE TO — + _� _ , PROVIDE 1 Y2' RECESS ISLAND LOW I ISLAND 1T ;.; FOR A/C { — J ■ ; ' I N ■ . _ _ _— _ _ — } I FOR SGD. REFER TO WALLS L------------ ------ - —�`�� _ _ ..... I ■ ■ r MASON'S SLOPE FOR 0'-0' ( ; 4 I WIDTH 1 U-42' 2'-34" 3 � 9�_98, ■ - = I SLOPE �4„ M 2'-6" x 2'-6" x 1'-0" S3 W/ (3) #5's E.W. L S3 q q' I TOP OF CONC./ PAVER TO BE 4° BELOW FIN. FLR. co in I 27'-2f" 7, 71.. 19' 21' S3 I I PROVIDE Y2' x 9 Y2" /8":1'-0' Cl) SLOPE RECESS FOR FRT. DOOR �.r7r "rj cv CJ —CJ I ---� --- -- -- -- -- 2'-6" x 2'-6" x 1'-0" 1 ■ N O ( I W/ (3) #5's E.W. o INDICATES FILLED CELL w/ 3000 PSI G CONC. GROUT FROM FT. TO BEAM W/ 1 S3 - (1) #5 REBAR VERT ABOVE SLAB TYP ( I S3 I • • ( CC S3 W/O UPLIFT (2) #5 REBAR VERTICALS w/ in T ' @ ALL PLACES SHOWN HOOKED FTG. . . DOWELS 5" EMBED W/ 25" EXT. : ' I (— — FILLED CELL "GRADE } j %�� \ OPT _ 00 I oo ABOVE SLAB 40 STEEL" i I u i } W � PLUMBING LINE oo Cn A S3 L-— — I N I + _ I _ TO SECOND FLOOR PE PE SLO TYP @ 1 I / I OPT. DI : I 1 III ice:: II L J II -3 1 /2" STORY I } L J L 04 15-64 4' 5a I !n C? 0 I 00 2 STORY 21'-22" I 15'-74' 6-32' :- . 10'-0" I f ::::::: : }I r= I=_=====1-{ . I (2) #5 REBAR C,,) } I I I I :: .` WHVERIFY LOC Eq ELECTRICAL TION ANEL VERTICALS w/ in FILLED CELL _ — — — — — IN 1■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ A TYP @ 1 S3 STORY 2'-6" x 2'-6" x 1'-0" J TYP @ 2 VE S6 STORY LOCATION — IFY METER WITH W/ (3) #5's E.W. BUILDER V-8" 5' 58 6-6$" 6'-0" 6'-0" 1'4' 4'-E 1-STORY 40 2 - STORY 27-0" FOOTING FOOTING I 4: 1-1.133'_0" 4'-0" I. 4'-0" L 4'-4" FOUNDATION PLAN - ELEV-B1 CONTROL JOINT DETAIL SCALE: 3/4" = V-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: 4 The reinf. bars shall be ���; ;'; ; �: • ��; : �'��; : '�� C ont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 > >y off® a 0.� N 0a- v 40 .a 4_ d C "!.. %= Mlw 05 ®, :w:3.,-5� c C� ) A T LG G 7 c E `O �a- ROW .,b �® w eQ FLO w` � r.0 � r�� � E•S S i O M �1ti�`� 'r�l,rr�s4�11a4F�11�§� 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. i» o Eb p IH' V Ow C N 0 O N 7 ui 0# 04 r m � LL Q J LL W LL J d —ern Lu Z13 L a 0 i '@ N co 0 W �C`pj 0 m w Z L N Q LLLW Z N OU L) ❑❑ z N M 0 0 z � N M � z C9 0 LL. Cn ° '�'�• V � O— w $ c tosly U � W J 8 = t x1r U o c v, Q N O. o w M w O Z W O E Z� w0 Zo 4N Z 0 � d — ao �o 0 oQ E D O � L azo aZ �w o z oY m i o oz z m Q W 3 z no W 3 a �O .z 3 �'0 CDa N, � 2 o' 0 O 2 TU3 J� ` > Lo J LOrn .--•.LO < 0 a N co 0 r L.n ''� C t— U U s N M C° U ) fn CU LL CV 0) 00 -� N_ O Ln 00 Q L0 �_ T E cn c c h N z Z E O d Nca E U J Q Q O J JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 6.0 ri i i I - i - -i i -- - -I -- - - _. 1 11111 1 1 11 1 1 IG i I I N -i.. l91111, 1 a it _ - 1- I. - 1. 1 - 1-1I T1 v x J m 00 Cm CV I I ID 0 0 0 J to N I m GO Naw Ln L0 L 7 Cn O Q O J cc _N I v chi 0 c 49 F-.. Q N v E a� E x v i r7 E2 v CS i U .o a 0 0 Li N 0 0 0 a N N O N 0 Q m v cn STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.) 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ c (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 dkSEE PLAN `rTRUSS BRIG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN COn CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED CLADDING WIND PRESSURES AND FORM AN ROOFOHEIGHT <T2 ftND RSH JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE MID 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 1.GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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: %s' EXP. 1 (24/16) or1Y32" EXP. 1 (3�1'6) TILE: 1%32" EXP. 1 02/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3g" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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. (2) TYP. (2) I Lo A A1-0 (�S!6) TYP @ 2 STORY v FT1GE CJ1 l— ... ..... .... . ..... .... .. .. .. ..... ............... ...... . .... ... CJ3Al Z:� CJ5]Lju Q Q Q Q ¢ Q 7 �� W Q- LL LL F- .N� LL L~L r C3 LL FTF1 FTF1 LL LL • • " W CO3 D1 22 D 1v. X (2 LU 0 0 P a i LU � 1 1 FT8G Pu (2) I 1 X 1 2 D.2 W 00 01 LL V- LL LL W :.. :' ' FTF10 (2) X FTF7 • • • J a. FC03 22 04 N LL ILL rn LL I'_ W CJ5 D1 CJ3 : D1 CJ1 Ilk FTME U U U J S6 TYP @ 2 STORY 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 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5l8" 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 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 1 535 1 10 - 10d I SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY ;ARRIER R 2 PINY CARF�IER� (A) x CO T LERER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-Bl SCALE: %4"=1l '-o 0- op V_ a ,es. i cU m 3� G G G ' y d I d u v E 0 -O W/v ...°, •� i� 'C�[R fj U� rr' '., I� 0 ?_ — + To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W d E 0 MAIM Q 8 V 0) ", m c s 0 N N N co r, I M O f LL N M Q J LL ti L� a o Z 75 q L2°o W m W z ILW 0 912 N COZ Z OU L) W ❑ ❑ M M N ;z O z � QNQ J O Q M Z EMI � o o �� V O C N �Ln I' v v W J ~— — E I ! z® U o ° C U) o w Mw M ¢ o z J LL ¢ g o o O EU .1 �� Z® oa Ca I6 x00 0¢ '10XZ o N �o w� - 1.r 1.01 O z z z J I " aZz ¢w g z 53 W Q 0 a w CD° a= J = -0 6 > ttttJ CO v w� A a °3 c C:)'T �` Lo J LO LO rn Q 0 Imo- N � LO L0 Cr r T _ U LO 0) M I M LL N M 00 CN O L O CNQ LID r- ui E CM N c o Z f0 Z M r E C) m c a c0 ¢ o c JOB NO : 22-12367 SCALE : AS NOTED SHEET NO. 7.0 —TT��-r- IF - - - — - — -- �i- ifTITr .l If ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSN CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH .XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 49.57 77 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: Y%" EXP. 1 (24/6) or 15/32" EXP. 1 (3�116) TILE: t%32' EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F I V RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 wl (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 2035/340Q - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER FX CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" rc `o =r U ' 0 -0 C cc o- = c c 'm o ar 3 Y cc d u c �cy-,CC � E CD 0 SRO �v 10, . • 4S s _ `Q �'S'p�•SS104��\ laf�ff�P]IIli'�i 0%; To the best of the Engineers knowledge, information and belief, the structural plans and specificat ons 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 hearing Engineers signature and seal. W E N o6 C:C � W N N to Lo t*- iq 4 ,n CLLN Qj M v CF � u w cc L.L d — v a •L L as q W o 0 = 'CU N (O 0 W ��Q'°' m Z LL N- N Z Q J O U08 W N c[7 � o z � z o Q V 1 - N z V (V W (3) oc LL 4(-r�1t cn 0 w g Ly N v w E-- _ � t 3 1 C) o Of CO z� ®o Q N �� C:,w f0 M M zo Z U_ O E zo oo �z <� z® oa F@ R� V aF 00 ❑0 O O CV L ¢z O G� wz r0 v 2 mi o zz. zC fn J m a� ¢ w �Z cl a� w go a � k W U d� = 069 Y F � 0 W Iz z1a ao 3 O LO J Li / � m m r� Q C� � Imo— N LO J Y Cr T r 0 U (n o CD N m LO r � � LL N C) 0 N_ O In N LO r ai m w N CD r.0 CY) N o Z 0 E N r L c d U y Q p .10B NO: 22-12367 SCALE : AS NOTED SHEET NO. 7.1 3 2 J m rn 00 00 CV Ln v cn 0 J N m 00 N ts v 0 J N I LO uci cn 0 .G.QQ Q O a E O C ti Of CL a 0 0. EZ Cq 0 O d N CV O cV Cn 0 Q m 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 1 Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . 0 Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS _ • • • • ■ ■ ■ ■ • © O• O © • • ■ ■ ■ ■ 1 1 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 WIT FORM & GROUT SOUP 0 .. Q w J O #5 BAR CONT. 8F12-1 B/1 T O 'Y LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY _ Dw 8 F 16- B/1 T ¢ Z = 2 „' z v tNOMINQUANTITYOF WIDTH #5 REBAR AT WIDTH TOP NOMINA HEIGHT MATERIALS c precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S MIN. .(1)RE EBAR TTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL G O n ° go--C. M.U. #5 REBAR AT TOP . a° a MIN. (1) REQ'D Q 1-1/2" CLEAR a GROUT _ D a e n ° < n O U) C.M.U. 5 REBAR AT F- ,w = " O BOTTOM OF u ? w O _ C o'-'*-BOTTOM LINTEL CAVITY o ui t~n � 0WUOLu REINFORCING PROVIDED IN LINTEL ¢ ¢ C7 co ^ Z a o w m ¢ �' C! � � D 5 REBAR AT BOTTOM /\, INDICATED 7-5/8"ACTUAL " NOMINAL WIDTH (VARIES) to � Ira AS � 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 5'-10" LL O 6-6" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" co tom} •i_ d ,A T 7 d GX2 0 GC w, ` tffi <lI filth, apko W M • V �� C-4 . L0`�`.t �FEsSI0,t4 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W d E 0 Q 8 ci �_m m m ® N 7 IY1 N r` r; � s ei co # J v M LLL � LL W � o_ Z13Q CLL w O W mr�° 0 W Z ci N N Z ¢ co N Z OU o W ❑0 Z N ch 0 z < J d N (✓i Z a 0� WC � U � D�0 W o Y ! .J �' r^ E W JWig - s 8 d i Ci o' C `o d ® ° Q Q N O ti O c w o z LPL EI za os � >� ¢� Z® 0 Cow CILx Fz O¢ oa UO v ZO O E p <o 0< aZ J �! L ¢� m� C = Y o OZ z � '< Z __ v w 2m � 2 3 Fw ova zz E �W W w� CD aLL w� �3 o CO V z a a cc) �O 0 = ` > Ln J LO II� J LO LO Cr Y T- C0 s �' N m m Ln U) CAI co 04 U- 0 04 C_V O LO N 04 Q In r EM CV N o Z co Z N r E O 'a E U J Q Q C J JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. 8.0 rn 3 x m w m cV Ln 2 Cl cn- 0 O 0 r\ N I LIM ib N 4 0 O 14 rl- cV F LO Uj co 0 rn c 3 a i E (D E z L C i r� v 0 vl m 5 a i rZ 0 U a� t� N 0 to 0 a 0 a cV 0 0 a m a� 0 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 0 WALL ENCLOSING THESE BUILDING COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF U THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES + OF THE GLAZING 36 INCHES _ 2 INCHES 914 + _ MM 51 MM ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 51fMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 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/SE17-16 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 ILL + ROOF ILL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN REQUIREMENTS: SI COVER RE Q C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR 2 C-I-P CONCRETE NOT EXPOSED: 1 Y2 GROUT FILLED MASONRY: 4 4, 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO, ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" 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 W11.4 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 ANSIITPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: FV = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4,7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4,7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklers stems including all risers and within spry heads shall not be installed V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete, 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBust be removed be�ore exteerior sofireatmentar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department ba licensed control company before a certificate of occupancy will be issued. pest TKe certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O,C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/8". 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. C� cs. ate.°` ems+ J , U. cx- W c V;4�% .R d w- c > ca =a 3 c ea P � cs l i l i itit// Ifa,, ���9E14i a? `�go IN 1F %a0 Q[` ILL LL �(� FL02�° . vv0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N I� a o E 8 ci 0 s ro . °c' " ti W N N N r'4��J2 N 4 cum " rNi v = � 52 LL 2 w JLLLL a - Uj -0 CL Z r � o Gi Wc�n�pjO' ] 'cu N C_p Z m J M Z N p� VZ N O U W z N th _ O z � z a J - CL N V) zC1C9 a lL CCS Cn w � U W o �Ln U w z� L Qj c co co �Q N co w co � J ,l E E� wo oo � >� Q� z® (6 I--- R% i� 57, 04 UO i? U 0� C:)E N � Qz o Qom wz �� �� - r6 N cY C z m O oti Zr z U) oa Z 30 W Q U ¢ . �w C � oLL w� Fr =3 oCO aF �t 0 0 3 C C:)0 `,^ > u, J LO LO m Q 0 � - Imoco N 0 L0 LO r r rCr U) N m LO <t p N 00 .0 N o LO 00 CV T In E c (.0T M N z cc Z E a U -1 Q 0 JOB NO: 22-12367 SCALE : AS NOTED SHEET NO, SN i1 :I d '1 1..I .IH 14. �.. .i i it ..r. I a... -, .di I. Illillill -1 .- -I ------ 7--5--.--F- m co N un a can i5 O N m 00 N 2 21 i c cn 0 j C r Q 0 0 E iu 0 c m i N t� E 0 UI N CL c 0 0 J r_ 0 N J' 0 0 a N N N 45 0 Q m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I'1 I'l I'� C 1_77.1 ......... . g. .......... I.`................ :M ::�:k::::::::::.... :... .. I:I ::::: ...........1-�....�..�..... 16GAx1-1\2" LONG (3/4%1" CROWN) 8'.............. }.. STAPLES 6" O.C. VERT BETWEEN MAX.-".......... I . .........L ........... 16GAx1-1/2" LONG (3/4„_1„ STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 5'-0" a - c� STUB -OUT FOR 1'-0" o 0 0 GAS METER 0Ln o _ � U tV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-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 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + r 1/8" gap i FILL CELL w CONT. #5 > STD. 900 BAR iHOOK STD. 90' HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" � #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock PLYWOOD FLOOR SEE PLAN FOR REQSHEATHING PER PLAN COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR above to bearing below. U STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. Clinch nails when possible a 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. S -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash blockW d nailsSECTION INT. BRG. WALL (2x4 minimum) @Bearing wall, Versa -Lam LVL orN.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists, meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End I Intermediate- BC15000S 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist IF-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6, A 1/" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Ariyr 16. just 12 1'-0' .1'-T' 1 Zl .{ z' 1-3" 1' ' 2-" 2-11" 3-7- 1 4, 4 9-4" S'RPPP -(It)-- 16 1' t3 " 1 1' 1' 2�" 1 2-6'3' 7' 3-10" 4,-9' S 7' - 7 2' 1'-0" 1 1' -V 2" 1 Z' 2'-9- 34' 4 a' 4-10"' 15-11°' U-11," a�-11," S'-11," _ T4 1'-0'" 1,_1," I 1' c' 1'`3'" 2," 3-7'" 4'- S'10'" 7 9-4- 9-6- 1 10' 9!. 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. 1)/" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -rl I II II I II I I� IITII �_ -1 i I Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM d ° . °: a SEE PLAN FOR °• a . • a . . ° FOUNDATION INFO 4 STEM FOUNDATION I—GRADE—ocrnr[ er=� or AKr Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist " depth a I -JOISTS BUCKETS N.T.S. w, unHot w rvtl SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q 4 b PVC OR SCH40 SLEEVE E r—PLUMBING LINE d L 4 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 FF 4 T1 a I ,l11=111=11 ° 11=III=III; -I I i—III—I a a 4 a': I MITI= ° 4 T- ° SEE FND. PLN. SIZE & REINF. c ys+ c� 91 :'moo s o ar- co W u 3 cc O. 0 N ,tea ° N :) \0 --o( Ff t �ESS{ONk ,0 �f7 Etof? IIi'tt���`! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W M a o� I ` N N CD 8 v � W C N 0 � co r H U)r-_tZV ei ej M v it LL a 2 -� LL w u_ M uL o w Z —a a L N CL ig £ o a V) mZ J ' 0 N OU o N Z W on i7 r� z N O O o z � N allillinsillilk lad z o (D < J a M Ln z 0 Q) u` 0M 4--J cn n .0 U LL V) N (113 U s r U o' r ° C0 a,, a Q ¢ o N O) o �W M zo 0 z U_ �E o E �o wo0� Z >� z® 0� U <4 OU ,4 — X &a O °o¢ E N WO ¢o X¢ a �w -g L m � z 0Yz� mE O Z= J a"' �z ,n 0)z 2 � oa ao a � w� �w LL oW � 3 J >° CDw� a O J > Lo LOrn ' ^ L{ J m ^\ Q 0 H N N Ln Li') T m m U to O 0) C3� I - .0 Lt- N o M OO .0 N_ O L"n NQ LO r ai CD M CV o Z N O N f £ 02 m C a E m U _J Q p� ;_ JOB NO : 22-12367 SCALE : AS NOTED SHEET NO. SIN 1 -3v m rn 00 N LO to 0 0 J 1 00 N cn CAD N 0 Cr .G Y Q a v t._ E 0 v c J N G) LZ U i 0 i a 0 U 3 1z N N N Jj a 15 CD 0 a 0 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER u e .. - SHINGLE ROOF, SHINGLES TO 6 ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM =1 I �I I I=I 11=1 m Ii-I- I I I I—M I- I =I I rI I I=I I I- • =1 I I-1 I I —I I I —I I I—i P 11=1 I =1 11=1 II D3161-CLASS F, IN L —I- 12 ACCORDANCE w/ TABLE "I=1 I1=1 I �I I �I I I=111=III-I I I I I-11 TYP.) VARIES R905.2.6.1, FLORIDA BUILDING 7TH EDITION I =I - 11 1I (=II I I II�1 I I I I ) I 1 I �� Ii i I11 II CODE (2020) 8 IIII I„ RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G _ FI FV VARIFS/Alk SEE TYP. WALL SECTION SCALE' 3/4"=V-0" 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR �ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. z co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Vj TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 C NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE s 00 6 MIL VAPOR III Z - BARRIER I I I , C 4 —I D • I I= r COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 f2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS ^M • Q. ,j 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) *1F 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF e " ° " BLOCKING 12" 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR /s GYP. TYPE X @ @ 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) GARAGE .) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-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 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24 O.C.) 2„A x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 _ Z 31/2 MIN WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV.-0 31/2 �z /// ° n ° / LL 2x4 CONT. ° A.F.F. °. o D ° °'m le III 11/2"(min.)-4" p ° . 9''Ir1/2"(min.)-4„ N �[ ° I I " r ° l ° r. --. 0 • J r r-I 11-r l 11 — GARAGE DEPTH VARIES C31/2"(min.).-4' I i —T — — - 00 31/2"(min.) - 4" - _ _ _ I <s , J ° ° � -` 1T� ITT f� I I I I I I L, �`� � III _ __ 1_TI—I I ( 1- I,F (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4" U.N.O. MI . GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C N. TYPICAL BEARING WALL @ STEPrc C SCALE: 3/4"=V-0" QSv "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. Zx STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" 0/C 1o,M�NN, b s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coNA\ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL .11 81, C,M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"x P,T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 1 U-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS VALE(R30211) 10'-0SEE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "" "" ,X 3/16 5/8„° x 10„ ',J, ' BOLT @ 24" 0/C W/ 2'o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8 x6JBOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN, 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) SPACED EVENLY FIBERMESH a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N / (10) N NAILS w END OF 2 x PLATE WWF OR FIBERMESH T E w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED BAR o „ M v TYP. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU o e ASSUMED FINISHED D = GRADE �„ b ' . z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ry�—�-�r • A FINISH GRADE I—I1I NT (GRADE 60 MIN. Fy= 60ksi°O D I I=° —TI111�==( —, r� 9 M 25" MIN. LAP [30"MIN. LAP] —MONO OR STEMWALL — 11= LU � 111TFOOTING MONO SHOWN 6 MIL VAPOR BARRIER I �FOR CLARITY ��—�=— #OR 17/8 1- I I I T1I TTT I ZG # — #5 LAP SPLICE 2 5 CONT -I (j Ili III.. I.��1 .ill ICI-1 NOTE: - — _. - I I • ®.I- -_-I I- N I T-i *FOR BEARING WALL -! --I ! =1I_-I = !-1 COMP. SOIL. (COMPACTED TO I I r W/ UPLIFT ONLY - —' 95 /o MODIFIED PROCTOR ASTM �►,� TIT— � D1557) ;Ii��I IiI=III =lllil-III 1 1111 1IIII iI�=1Ii IIi� IIIII�I_I1—' 4" 1'4' III=IILIII „ LI��II�I , il1;,111, III III,,-111 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° ' v GRADE ° 00 — — _ _—_ =_— I • a III I I h•'�-I 11• —1 I #5 REBAR w/ OPT. ' I —III —I 11=1 11= 11= 1=1 I I— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' r- —III—III 4„ i C9 I—III—i .: .. • I-1 I = IMI SEEA/S30RJ/86 III, IIII,III,,, �1111111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE'DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INI OkMATION. SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT, BEAD SEALAI ` •�� °' a INTERIOR e.. a. -31� /z� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB e — co 6 MIL VAPOR - — BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'4" 8" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 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 & LAYOUT DESIGN ° ° —� - - T �- TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL — — — °: • a a a I,�,�.7"rrI I�=`�T d'>r'T`�; , r' ci (2) HTS20 _� 41 BEAM SIZE & CONNECTION INFO 1 2x4 #2 SYP P.T. FRAMING w/ r� = I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Tr -4' T 8„ z ATTACHED PER NAILING FOR REINF. INFO. LLu SCHEDULE OPTION #1 iz ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM• PLATE SEE DETAIL 1601 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. .9 TO FOUNDATION PAD E cd INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' „ ON FLOOR PLAN w - SIZE VARIES PER PLAN M oo z GRADE q - CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS _E > _ FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal W ) SIZE AND REINFORCEMENT ty1 C7 ( G ° ° • - .�— T WWF OR FIBERMESH C,, LLi LI ,_ w o — - z A BRICK PAVERS or SLAB PER W OWdJ = - I 00 -- .- • • • l - Z 0'-0" FIN. FLR. COMMUNITY SPECS "- I' _ �= -.=1 I_I -III - �T=ITI= BEYOND �T PAD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE PAD INFO, ---- -- ---------SEE SCHEDULE p\ ---i�o�O�i�i pip i _.NTERIOR WALL i STEP NON-BRG. rK'�'� TAPEREDFRAMING SCALE: 3/4"=V-0" ���3 SCALE: T4" = 1-0. KN"j SCALE: N.T.S. "`I,,��3 N ss k •� y � ev o 0 tej��'d% '`�a�40fWLA J x To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H �E a 8 Nmo 0 Q n � 10 n �I�t`� N a LL W IQ U_LL z —a EL V L f° - i w =2_ o N O co ` N N Z Q J Z O U � U W o0 zM 0 N C, z g N z g * a .n l/i Z v u- 110 T [n O V w VN � c� I LL1 J E U o Q W 0 N ° o w MC:, C�•J z0 U_ c E coo >s E �'z _® as M f- � �5U �4 UO U 0� o E a= wZ MF N C _ U . 0 o 0z Z N J m �� QW N N o2, p¢ <o W Cl 3 w �� a o W _� ~~ aLL �3 oCIDa za o� O LO .-.`LO Q 0 CL ~ CN to O LO L[) Y r � Y �' V o N m m LO T 4-0 C CV O LO N LO LO r ui E M N N o z CC� Z in r E O N d E U 0 Q p JOB NO : 22-12367 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m rn 00 N LOU') O 9 m N i N x J 00 N LO Cr a 0 J N 0 rn 0 a N a O 0 J y LZ 0 vl U 0 i 0 9 G� N N co 5<1 0 a 0 a N N 0 m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 ! 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR \ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ �Zll4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\-2x BOTTOM PLATE WI(l) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF, #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER 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" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0!C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N,T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL— TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 g MASONRY LAYOUT D S4 SCALE: N.T.S. SL�. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W! (1) #5 FOR CONCRETE PLACEMENT / d ° a d a n a d p g STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL — MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE w > 0 >\ FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAYBE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK ZjUALt: IV. 1 .J. d d e d BOTTOM OFMOUNTINGB POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SOFA �012 �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"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- 2 x 6 P. J-BOLT TRACK BRACKET .,-- , W/MOUNTING ANGLE FOP a iARAGE �OQR (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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR - GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R 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 rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS EBLEACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) wl 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) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 90' HOOK IN K.O. BLOCK 3 LN ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF 4,9, SPLICE STAGGERED 10d @ 8" O/C TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" ATTACH ALL J p • FUR D 112Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 4�16d TOENAILS . FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TOT P PLATE MIN. 8" EMBEDMENT w! WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C G P.T. ATE SIMPSON SPI, SP2 SIMPSON IT 101 ST J M, TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON \ SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 —, SP2 —, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED IOLTS @ 24" O.C. \X ?X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 C ROOF TRUSS ABOVE /- 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED n 2X8 P.T. 136TTOM PLATE D 5/8"x10' 'J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER B0770M PLATE) TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" 12, (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24. 22 SCALE: N.T.S. 0 RaG � o 0- ra ' d dd � ss Ytd % 9 E 1a , u �o ,��ygzl4zsilfill 0 � 0 • •J yea. ; •e \ SE b U ^� iT• �O ' 0� e �- i�Y� ���•> �O F ~ S S 10 �4 \fie 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. oot E %\ CM � co IS,co co W N DC? CO # M Q a j M V LL # LL J W Z .3 U ' o- @ _ a 0 N O W rn 0 W Z -.I a LO Cl) Z Z N OU < o 0 W co ❑❑ z N to o g z N z o� Q J N N z 0f6 0 4-J V w o a 0 w $ cJ w �- E �S i z N� s o M w J w z o S z Z � �_ Q gg E: U � zo w0 �o Qry Z® oa t`° 6% o of 0 0 o� wz N L wo ¢a � m � mg o Q� in N J wm ¢ e �z N d o� p� o U aZ �W W U M a0 a= �k O QY ui 'D }a 5, 3 O = � L J LO LO rn cc Q cc LO Y Cr r C T ,— U () o N m m - L0 r 4-0 4-j CY> 0 Co N U- M OO .eft N O LC) N Q LO r 0 E ca N co 04 Z Z E O `° a U Q p JOB NO : 22-12367 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-? (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 1O/S5 BACKNAIL w/ (2)16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5MAX. 9"BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9,rSEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAIIG SCHEDULE FOR SHEATHINGIF >9" SEE 1O/S5 45°±45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULE FOR APPROX. 8" FROMSHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 -0 0/C EXTEND AT LEAST 90% OF EACH JOINT W!(3) 10dAT "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT' (2)10d TOE NAILS @LENGTH LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. (SEE TABLE)RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d &SILL FROM LEDGER TO 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHINGGYPSUM ATTACHED W/ 1 Od END'• WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRSTAND PLYWOOD OR 7116" 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM1/2"CDX SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILSOSB w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"6" PTPLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACEAPPROX.8"FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT wl (3)1 Od & (2) l Od (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" ORLENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER)��GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING`" 1/2" CDX PLYWOOD OR 1/2 CDX PLYWOOD OR 7116'" @ 48" O/C FOR THE � (2)16d 7/16" OSB SHEATHING F@ OSB SHEATHING ATTACHED FIRST (4) ROWS OF • NAILSATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGESTRUSSES FROM EA. 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP &O.C. FIELD BOTTOM ATTACHED (2) 16d NAILSW/ (2)16d TOENAILS2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKTw/ (4) 1/4"xl 1/2" SDS SCREWS 10.C. @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 2 1/2x $'JBOLT @ 32'O.C. MINIMUM 6FROMO.C. MAX w! MlN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILSNOTE: IF EMBEDDED 1Odxl 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" 1 GABLE WEB SECTI0N 2WEB, USE MSTAM36 w/ (7)SECTION O.C. MAX) w/ MIN. 4"1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. 55EMBEDMENT IN KO BLOCKSCALE: N.T.S.TITEN ON OUTSIDE2x4 #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 FORX-BRACING, A AND TOP r SEE STRUCTURAL CHORD BLOCKING ;o NOTES AND NAILING INFORMATION - `oSCHEDULE 00 FOR SHEATHING DETAIL BACKNAIL wWOODTRUSSES 11 1/ NAILS �° 00 2"x4" CROSS BRACE(2)16d 8" FROM -2x4 RAT RUN BRACINGAPPROX. RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS1�t ATTACHED W/ 2 -16d 4�t NAILS @ EA. END AT EA. TRUSS JOINT a (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 ODF SO A48ERED 10 WIRE NAILS OD SO ERED COMMON NAILS STAGGERED 30d COMMON WIRE NAILSFIRST @ 48" 0/C FOR THE (2)16d NAILS -2x4 BLOCKING @ 24" ( ) EQ AON 20� 1 2d EQUAWIRE )(D = 0.207 , L = 41/2") OR EQUAL (4) ROWS OF0/C w/ (2)16d TRUSSES FROM EA.TOENAILS @ EA. END NOTES:END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES4} 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 TOENAILSDQ -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4'7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 BLOCKING@ 48" 0/CGABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLASIMPSON SP2 w/ (12)10d2 2"x8" "L"BRACENAILS AT EACH STUD FASTENED WITH 3SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. .( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06,08,22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1od NAILS @ 6" O.C. E ES AND 12' O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C L 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SAME NUMBER OF ROWS SAME SPACING ) SECTION rg 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 1INIMUM 2x ROSS BRACING SEE PLAN FOR OCATIONS)TOENAIL(2)16d NA (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rI� SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Odx0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10SCALE: N.T.S. GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12(SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 °-CONT. BEAR►NG 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) 8d @ 6"O/C %Alnnrlrol [COCC 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w\-BRACING w/ (3)1od x 3" AT EACH CONN. @ 24" O/C \--MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO�(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-O"& GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3"NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xT SDS SCREWS TO PLATES (TYP.) '—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. aWz CORNERJACK 0 t-Ilf' rKHIVIII G KCI-CttCIV4C PLHIV E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll mm Fp NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 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 W/ DROP CEILING BRACING DETAIL 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 �t k N� ✓ G R N U co f!ldlltjiZz - < RJ (3aG �0�� � , 0�"'� .� OFES51QN ii %� "�f/11111II 1111 \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W E 0 e U c5 o 0 , � i" � ® =3 LO a) 0 �r�� 0 m v u- 'q c -� U� w W,tL V- 0 z 0 C C mf-o o W �O_jO' m w &L Lz") N N O U L)W �O 83 C. z <c 131 V� 2'M1! MO )i Q) V O +--J u, t'6 w oLU Ul l/i � _ H J E win-8 I ' z� mom c. a a � • ® 0 0 0 N M I� o w M <Z O U_ := E Zo ZZz Qty K0 E 8 <5 0 oa f- C — E x� �� 0� S< a O N � i°do az ao ° Z ire . C =a Y w, 81 Nm Qw C{� o�Z go ss S T Cj o 0 a Z - O� QY S� x 0 co co F 5< a o� 0 Uri ECD J > Ln LO ' ^ u, ui m 2 Q ca 0 i� Imo— N co G j T LO 'Ile 0 (D N m m " Ltd T � U) U_ CV co O 00 Ln CN r- IN Q r E (.0_ G M CV z R Z E O m rn a E U J Q Q J JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. S5 1AIIIIII, Ii l T 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/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING 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.0 BASEBOARD MIN. 2500 PSI CONIC, SLAB I j MIN. PSI MAY VARY PER MUNICIPALITY C d E wf a. ° a 4 , .r M I •Q . iI11 11 6x6 W1.4xW1.4 : I II I �I I �I I d °• d WWF OR FIBERMESH ° •I I �I I �I I I- - I I _ ar xf: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 w PLYWOOD SHEATHING Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD `w LAYER 1/8" THICK. U_w —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 \--STD.90*HOOK (3) # 5 REBAR ON 3' CHAIR "—" ' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114° TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO ST ._ _ _ . 2nd FLOC BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD e /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)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °O SEE FRAMING -WEEP SCREED 2 z T 9 PLAN ` . • INSTALLED PER MANUF. + r SIMPSON HETA20 w/ 8 10dx1 1/2" 2"x4" CROSS BRACE @ 48" ( ) 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK Ul SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF U' NOT FULL r HEIGHT SHEET C 2 (, FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x N C BFF LOCKING @ALL C zliSECTION SHEATHING O EDGES (SEE OPENING X-X w a c3 x E H 2x STUDS Lu s BEYOND. 1 SEE PLAN 0 O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAiAr t rr r IA'rl^Kl M1Anr%ARa FLOOR CONNECTION rB MASONRY 1ST FLR. SEE J/S6 S6 3/a SPACING 3/8 @ SCALE: 3/4 -1-0 FOR ADDITIONAL INFORMATION. S 3/4"S 1/2 1/z"01 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING TRL RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 'A° r ..° °. da CO T�jj7' =ffl 11-I- 111-1 I —I I I —I I ��I—III— h (3) #5 CONT. ON 3" T—T I-r7- 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 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 41:14111l 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" 0/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 BLOCKINGAT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -� PENETRATE SURFACE MORE THANY8". ® NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O � @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL w w- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F ro Op � w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. v~i LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N w p p u- MEMBER IF GABLE END c LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1 /2" EACH SIDE Fkr OpFNti� R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1 AxW1.4 WWF OR FIBERMESH a , r ° Cl)-1 l I —III —I l I —I I `-`e - " .. 4° •-IIIIII IIIIIIIIII 9 e.. 1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 10. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) 1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. 00 FINISH GRADE — c0 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3A"=1'-0" ADDITIONAL INFORMATION. ; C w G- c'•-- C" cjN C-A CO i;4 W 0- N r to w m � 3 v O v if,:J111�`f�� Q U �N Off : 0��4�;r• 2 QfiSSS1QN0 ?dIIII111100 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 Ig Q c E CDm 8 0 O CR N � C: cc - N LO N µµ YI N s r r a J 04 0 LL Q Qj C W W _j � a Z Lu m c °' a �n O 5 Wr o21,� 0 W IL Z oo °'0 m w U) MZ d J � ^ N OU .= mom W ❑❑ Z N M o � z z o U) Q J r N M z cc o LL fa U N w 0 W g N �y N �N = (a U 6 w — � s r c Cn Q Y ® Q sm w My p z 4 U_ ce E o aµ Fz QP =© ❑a Co f6 0. CD E ro x� a� o wo Q. cc °< az 0 <omo �W �ra ra �C - C z YoLL O z J mm >z z U Cn2 C 0" o< Z go W Q 55 T � CJ LL � 0o a �z �� dLL r� = Mj CDw¢ co R �o� a Nr � C C)=0 E LO '^ L ♦ L 0 rT m Q N Imo- N Ln J Y � r r t— o m N'^ W m L i r 0 U) Cn 0) C3� _o 04 N C)U- C� 00 04 CD Ln CN r m N CM N 0 Z z E O iri e-- U) CU Q. U J Q 0 J JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 m rn 00 N L0 C IV Cr V) O r 0 N N m 00 N LO d Cn O N i LO LID Cn v C 3 a N N / a E F2 N E S v i N LZ v c3 U i a 0 v Cl J t� Q 0 a N N 0 a -0 CD a DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. ' % j APPROVAL FOR CONN. i % 1 X 4 1x4 P.T. '% 1x4 ! FURRING 3-1/4" LONG X 3/16" 0 i FURRING 3/16" X 3" LONG .' TAPCONS FURRING 2 ROWS 3/16" x 3-1/2" ( ) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. DRYWALL DOOR JAMB (REFER EACH END W/ MIN. EDGE DIST. TO PRODUCT2" APPROVAL FOR CONN. i i / / 2x8 P.T. w/ (2) ROWS 3/16'"TO PRODUCT APPROVAL FOR CONN. / ; ' (2) ROWS 3/16" x 3-1/2" /%/; / x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH elx4" TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST, (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C• 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS INSTALL WDW, SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE 61 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �-1/4" MAX EMBEDMENT INTO ) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA, FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REB" (TYPE) FILL SOLID BOTH CELLS STD. 90' HOOK 0 L I/ 1/% L NOTCH WEB AT �_/­ +5A FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SCREWS & (5)1/4" x 2 114" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED ' PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 10 00, 4'-0" MAX SEE PLAN Iz 2X4 SYP #2 CONT (MATCH TRUSS DEPTH _j I 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 IF TRUSSES USED) W/ (2) #6 X 4Y? 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 _") 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. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN, 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 6'-0" • OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT--� D PLACE W F F ° L CE LOWER HALF 0 MORTAR IN BED JOINT. DO NOT FURROW. — - - PRESS PANEL REINFORCING IN TO PLACE. D - I— I �- 6 MIN. LAP SPLICE W/ D COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AN TROWEL - REINFORCING PANEL -` I SMOOTH. DO NO FURROW. D IIII ° F P — LACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - D NOT JO S O QU G C 0 0 — FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE D. p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° 'R REMAIN FREE OF MORTAR. NOTE: `'' z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 01 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) 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 16" MIN. (1-STORY) (3) #5 RE BAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. or J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 4# DO NOT DO THIS 40# 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" '' tR ` AND NAILED W/ 8d COMMON @ - 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) @ TOP & BTTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. WEB — U METAL SEAT PLATE NOTE: AD LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS ' +2nLj NOTC EB @ FIRST COURSE ` INTO BAND JOIST & (4)1/4"x2 3/4" K.O. BLOCK THE TITEN INTO FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN j F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (") 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA, @ 24" O.C. CONT VENTED OR SOLID SOFFIT T2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET 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"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2O + 4�NOTy 2X4 SYP - . • EACH TRUSS CONNECTOR SEE LINTEL—' I/ II SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFt= CI-IFGT M Akin SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON 'SET" EPDXY MIN. 6 EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 31-+ - r -v z O U_ O w U FILL 1 st 4 COURSES SOLID W/GROUT e a: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a a " •• OVERHAN .b a , n' a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ISH F #5 BAR CENTERED W/ g IN TOP 4 KNOCKOUT/ N - - ° CHAIR BLOCK MONO FOOTING _ .> , ° SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL A s' .P A. DIRT P z - °ffTANDARD o A. v HOOK N #5 BAR IN FILLED CELL - •—�T— .t' STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY In% 1lr..Ql IM nn►rn SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ems*•► os,o � ..-G�p- N d co 3 w v 0- w it � p /v �� _ U 0�eSS1014 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. WM H W �E 0 W a n 0 2 w -r w w J LL d Z WY9 ' l0 N Z ILW 0 m w COU) NZ d z N 60 W 0 co El 1:1 C-DM !9 z N M o 'o z N 93 z o J a N N z 9 � v 4/-�J `V U W N � O N �N W o U 5j i Uo c U)co Q N 0 e ®0 o J W li■ M M z o J C- 0 E z� o W YN Qz z® OO I4fa CL E xoO d ¢ 0 &z CD N <= Wo <om� wz ttW Cn CY �ZF yOJ 0E Z J ¢ QW z y N z go W d > oa a CD W w �_ O cfl a �� a= °� �L0 J Ln N rn .--�LO Q 0 H CV M :3 r LO rW U CN m m zt Ln r Q 0cc U) di IL N o 00 c14 O Ln NL0 r ui M CV M N o z z E 4=1i y „ �o a E U _j Q p _ JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. SS 3 m rn 00 N P `CN w J n N i m 93 N raj v v- 0 0 J N LO 92 cnLO c N N v cd C F�— 0 E v i i.r=. 5 0 'o i ti 0 a� r7 0 ai v 0 0 ai N 0 a m -o v SCALE:" = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 112" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" SYP CUT TO FIT 4RS IN WALL --2x12 SYP B BEARS IN WALL —2x6 SYP / 2x4 PT NOTCHED INTO STRINGER / AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ (IEW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2ND RISER `- 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER z< FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" \ NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L, GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK `-2x8 SYP AND NAI FRAM I NC 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP INOT SHOWN 2x12 SYP— SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —314" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD / STOP •-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LZAAH ALL COMPONENTS IR TO CONC. W/ 4" X CONS @MAX. 32. O.C, —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/-4 X NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH GA SECTION VIEW licit \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS ----2x4 BLOCKING FOR 2x12 SIMPSON A35 -{— 2x4 PT UNDER 2x12 OR I EACH 1 STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" CONN.TO OF NEWEL PER CONTI PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING F SECTION VIEW _ SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H� 2X BLOCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS - 2ND OR VARIES R ECTION VIEW "H" SCALE: 1" = 1'-0" N � J " ,r W L O ® s c. r- o m x" -o w o- N -a_N cc oav- Y � c- _ yv ✓ P. ca =m `o o- `w o, ra�osssmm�rr , �L-1-0 ,,� ti 1 -U J 90O 04st • o ?i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiat 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. mm W 7 E Q N CV o 0 w Co0 C6 AGO?— fA (nnri� CN v # LL H ni co Q _j_Iu-W u - a Z t T O W�'�`� 8 W °f Z Co NZ a J ILco Z N O U U W 00 z N o z � Q J - N N M V) z Ch o LL Cn W � U W g Ul (J W N F— E ml now = ID c 8 m N 0 —0 o CID w M h � o z � LL Eo zo oLL YN ?z Z® 14 co E O E— w? M0 x�< as UO CU oE o o< az N L �o �� aw m� yam-• Y U N O Z Y J m ¢ z Z fn oLL z W CL a �w J aLL w 7F >° o C w zIa aF o 3 Lo _m LO1 ,O rn m 1.­1 n ` c7 F— L N 0 C�CIO LO J Cr T CY Y m m LO T U) O U) �I .0 LL N o 00 N o U') 00 N r Q C r E c M N N Z ca z .— E O (D ca c a- Ecc U J Q J JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. ST 3 m rn 0 N L0 v cn� 0 r 0 J N I J m 4 v 0 Q 0 J GV i Ln L r V) c a Q v Ca E y E 0 c J N ti �i 0 i a 0 U J LZ N O r 0 0 s a. N N N 43 GO a m v YY! L- 1 - ­1 1 1 1 %V v v- CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A —A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —`' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B 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 4 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 TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN L. L.SIMPSON MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO CENTERED AT HUC410 w/ (14) 16d INTO HEADER & (6) FOR CANT. 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS () SPLIT TO TIE BEAMS TOGETHER 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN LCONNECTION COLUMN SIZE & BASE INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 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 .� EVERY 3rd &ADDITIONAL INFO, --- 7/16' OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" k DICATEDE/P N BM OPTION A OPTION B CONNECTION INFO OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d S WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB 8d NAILS TRUSS OR SIMPSON H2.5A COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POSTwl ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) q A )dTRUSS OEA. PRE-ENG. TRUSS END OFTHEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM IVw/ ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. o 3 () ROWS OF 16d DIRECTION TYP. NAILS AT 24" O.C. • A DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS AT T-0" MAX WOOD TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IFLOCATION PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD WOOD COLUMN SHOWN ( ) MIDDLE FLOOR TRUSS,24"O.C. MAX. (AT BLOCKING BLOCKING INFO) BEARING SUPPORT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING V / PLAN FOR MORE INFO I SCALE:NTS -- 3 SCALE:NTS COMMON B M . ATTACHMENT g WOOD TRUSS '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 10 ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS SIMPSON NAILS (1 BASE 1Od &NAILS SP2 w/ 12 10d NAILS AT TOP AT 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL LJ�TYP SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.G. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ - (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TOP &BOTTOM rK SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER Ilk NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & ! • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - -- -- -- a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW — - - - MASONRY WALL e 4'-0" Q.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS17-7 SCALE:NTS SCALE: NTS DETAILS & SECTIONS °o r, ter- d� M �o 4 t Cc -W,cc c 3 d A `• c " - 6i !O T c co, O a f 4! illl��v j �OYAytil11E6i! ����`'`,, i FL( 'fir%'sr k�Fr:SS%O'tk •�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W 4 �B 0 08 N N � C � ' 00 N N u0u� # L� A� i N f`N') * LL LL W 103Z J LL Uam �. W 0 O �'@NfD 05 T ;' m ZNON I IL J Z a F N OU o W ❑ ❑ Z N c7 O z � z N N M (D 0 a--1 C LU V O N w o � t/1JK c) W J H �p oo 01*1 = L U 0� c U' Q ® 0 O o z z E zo w- >- za z® W� ca F— _ Q= so Uo 0 OO E CV h o aF ¢z U < °a az wz -.2 L (E VJC - ❑ o mo ' o zLL Z J ¢ ° aw z 0) z z no .0 1w W 4p F_ O <� <¢ T, TO min CDa CO o r =I< o ° O >L J cc �--�LO Q 0 N j t T Y ,— � Y (n o N M m ti LO Q 0 0') co N O CN LO N Q N LO -- r E c M N Z Co z N E 10 r �s a E c0 Q o JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. D 1 .li 14 t`P r I I 1 FI�ltinf-��. 1, Fir- -I --r- - T 3 T, M rn 00 cV Ln v Cr .n 0 It — co N I N E5 m N v V) 0 J N i LO In Cr 0 1i c L IU- a C) E 0 x v c J y N E2 0 .o i a c 0 0 0 Iv 0 0- N O C� Q m v vn (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING Q BELOW AND ALT. SEE PLAN FOR CONN. 2x CRIPPLES @ 1 L O.C.. (2) 2x SPF TOP PLATE FLUSH W/ TOP FOF BLOCKING INFO QA W/ (2) 12d TOENAILT/B (2) 2x HEADER SEE PLAN SEE FOR 2 MASONRY & 8d BLOCKING NAILS T/B FLANGE in 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS F FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE " OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. " :�. SURFACE q 2x4 #2 BLOCKING 0 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR WOIST B 2x4 SIDE BRACE 1, AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTAw/::: x 1 1/2" CLIP IS TO BE INSTALLED MIN (3) 2x #2 SPF STUDS @ END OF •• •° CORRECT BLOCKING w/ (3) 12d EA. END AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • SHEATHING (MIN. 7/16") T. FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°' •° VERIFY W/ PLAN 8d NAILS @ 3" O.C.8"o.c. JOIST SEE PLAN (2) SIMPSON MSt I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1Od NAILS & (4) 1/4"x2 TIE BEAM @ SIMPSON MSTA36 STRAPS w/ (26) 10d J TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING I IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW, SEE 8ID-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL OE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP$ FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o.o uoo• •o •�. 000 I•o°u OF CRIPPLES IF LONGER THAN 8" P. - 2 - 2 x 4 SPF C SIMPSON CS16 W/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS} NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 1Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/THE OUTSIDE SEE PLAN FOR SIZE .� NAILS TO STUDS BELOW. ? 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x$ WALL BEYOND SEE :. C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 1Od NAILS ° INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 1Od x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL 24" O.C. ) @ EWALL OR BEAM WALL AT EACH STUD AT HEADER / -- ) IF OPENING IS GREATER THAN 4, OR LVL GIRDER > JAMB CONDITION OR IF BUILT-UP 2 - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES STUDS ARE WIN WALL SYSTEM A.B. TO BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1!2" IS O SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8 O C TO BE INSTALLED AT EACH END. COL. SIZE INTERIOR HEADER LJA 2 x 4 #2 SPF STUDS B OG TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F I YP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS -\�NOT SON w/ SP1 (10) 10d NAILS ATD BASE REQ'D TO HAVE CONNECTIONS. ' , • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B — SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. aC� 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS AT TOP AND TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDERIF 6 2 STORY COL. aC� G I R D E R 7 BOTTOM CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR O 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. () () IORILL 3' 0/ F <�rF 2x CRIPPLES @ 16" O.C. END OF HEADER. SEE EX2x PLAERSTE W/ TOENAILS. 2 k 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/SO4 FOR REQ'D JAMB (2) 12d OPENING LARGER THAN 4 ft (2) 2x 48"� OA TOP SPLICE 2x SILL PLATE W/ (2) 12dTOENAILS. ° (2) 1 Od TOENAILS AT EACH E EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1} 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 1Od x 1 1/2" EACH SIDE " ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). " SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE QS4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1Od NAILS SIMPSON (2) MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;; W/ (2) O NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK °� BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. = AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE` N.T.S. SCALE: N.T.S. F- I I Ill i I i.l,..i..i. 11 ,.,�.i.; lil. I. 1 I n '[ � I.I. -- - I --i r - _. - - -o t•- e.a A J N J d c €€ p u is s s , f�itlllliil'1�11� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 4 0.MB (V O v Y W m D n C N 0 �(nfii ��«, aj M �Y 4h u- ca LL -� W J LL LL d q a L W �O _ O W so ��pjO' m w F- IL (N Z N Ch z FJ <- Z o0 a 0 W O Cl CD M N O O O Z N h Q V J d N,f - V J ''zr^� '�6O V O � V 4-1 N �Fe U 0 W p un eL �ln � W J �8 t L � C)o� ° c U' m Q N � Mm W ZZZ M o U- Z 0 -0Q ) N Zo ,v o U 0 Z0 o u ca ° ab U0 a °.< N B L ¢z .0 wW M U 0 oLL Z zU)� J G g z (n N ow Zo 5° W n wa �W oLL �3 O ¢F U_• YCD CO a `� > LO J Ln LO t (p CD =3 J � Cr T Y r o N m - LO Q 4-000 a--+ 0 I CO LL N C)OHO M .�Q cv o LO CV ,— N N T' E c M N Z ca z N s a U -j Q p JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. D 2 3 7 E m oo N i� v a cn 0 Q S J N i m rn N LO 2 Cr 0 0 O J N i N 0 C t- LO N 4 o_ E H 2 E o CD J y M 14 U w 0 vl a i a 0 0 0 J a� N coo N 0 a 0 co N N a tZ Q v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "" WEATHER VE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -� e NAILING FLANGE 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH-- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN qt OPE__ III 2 V-A" PFR PI AN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER Z a Cr W U) L0 W U W Er cr LU W WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 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 SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR %� other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied -=_ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 --i = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST , No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and / building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 t R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 11 WC EMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB t£HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE (SEE DETAIL P01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RE ADHESIVE ASSHHLEASE PAPER TOEXPOSE ) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER LISP 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in putters. :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5I MEE,N �•� PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS 1STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all b z U a M Q y M N L w-r3P�° 4- -:4-Pp ! SJ y .� n r 3 u 0 N N O N c� O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M lL t- E o M 8 t� 0 r� S �� o w M in u)r-t-� �2 MC 2 � Q 0w N s aw J 52 I J w Ju w 131 Z @ a " z W i y �4m 0 0 W z in�9m 'n M Z ¢ ...� Z N OU < U ❑ I] (D M Z N M o Z �w Z Q J rL � CO ^V)' M a z(-D W C o 1I T uj IF � a V O Jum N Ly N n 6 W J r- _ pEo L U I z� U o c 4) N o ®0 sm o W M M ¢ u3 Z u_ c zo oU >� QN 2© 4 coE o a Wo oo Z O E o R °< dz N o q C < .1 -o z J NUO 2 Fm� 2Z W Q!C N o¢Z a0 Q �Z W � wLL oz z. =� � J J O O a¢ yo a .la oo � .4 O = 12 >U-) Ln LO cu ~ co O J LO _J Cr T _ T r o nl m CDN IUD r- 4-0 W N 00 -0 N O LO N Q U') T 0 M y N 0 CD cN o Z � E O a E U 0 '0 o JOB NO : 22-12367 SCALE : AS NOTED SHEET NO. WP Wounting Brackets (10 Gaugeb 41 Vz'x+112'x2-1Z` Back cross support e (May be taut to W) Bracket 16 gauge) 1 a12"Dia A325 Galva (TYP+) a gGil #14 Self -Drilling screw$ V'7f �H A C Unit Bottom Edge Horrkzne Strap {�'YptF � in frrsrlt) uiiaiShl?ig Front Cross Support �r 5ei WickirV,'Nu6 (May beIvuttoW) Left BPaCket (16 Gauge) m 45eld-Driling Urevvis ihru Brackets iatkCross Support into AAc Unit Bottom Side l Wcal: 3 each sidle for hurricane use) 5peuiiic stuulatin. vextrua4M, arc Fraava{ni .brit ­6 Hurs soo A r n. ce 1 S`� �i,h�tatgf3gaLvAlsble triton Inella 9G Glee �Yrr Florida Department of Business & Professional Regulation f'.WlMi Building Codes and Standards 12rmrmpl Product Approval Application Detail 9Q4t :Eniav or Date ,lA�g Date Reading we TVD9 Yeralon Manufacturer Contact End-sr6Lkenee ValldatedN Validated submitted raCAlmrorat Approve aam Affirmation 2020 Smart Vent Products Inc. Morsel Graham Herman F Nararq P.E Locke Bowden P.E. 12M IV20M fW62020 12(2e1272o Approved Category: i uctural Ccmponehis (877)441-836d PE-73778 [334)300-180D SubCaegorY- Products htrodreedas a Resultof lnfoggamaRventcon N-7rachnology Compliarm Method: Evaluation Report from a Florlde Roost e..d Architect ors Uoenaed Ronde Floresslona Engineer F Qualty Assurance Aoptovedforuse Approved for Use Imp= 0,611101 gw #. hoduct ayodel. Numheror.Name Product Di sermll- Commit E,,I,Ptl- Drte 1n HVHZ Duhade HVHZ ggotggt �,g 1 6martV9m Model 01540.510 Dual Functivi plead and Venaalion Volt 12131R023 Yes Yes NIA ♦100L100 2 SmadVent Model fM54"11 Duel Fu.dhon Flood end Ventilation Vent i2/'3i12023 Yes Yes NIA •100Fio0 3 6martVent Model#15+4P520 Insulated Flood Vent 12(31/21323 Yea Yes NlA +100/1De' 4 SmartVant Modal#1s46521 k-Wed Flood Vent i?f312023 Yes vas NIA "t100F1oe: 5 srnartVept Mcdel#1540-524 16&qud, Gareg. Door Flood Vent lznl2023 Yes Yes WA N/A 6 SmsrtVeni Madel#1540.570 WOW Wall Insulated Flood Vent 12r3112023 Yea Yes NIA +1001-100 7 amHdVMt Modal #1540.574 14 S&qud: Garage Door Flood Vent 12r312023 Yes Yas WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Fags i.of1 1n412021 E to ih. o. DRa Data Date Pehdrla Date Jim Venlpn Manuteroer &gstigt Ennmaer&Licerne Validated 5,,Va414.1 d S.U.1thol Eac A -rival ApmnreE Status Revision 2020 Drexel Metals. Inc, :Jason Shumate- Zachary R: Pdast Lockeeaudan PE. CYIO Z020 OW91202D d0202020 10113M20 Approved Categgiy. Roofing (5021,, 303-1511 PE-74021 (3341300-1800 Subcategory: Metal Rootng Ishuman,ladixon toom - corllplianc , Method: Evaluation Repon from a Florida Registerad AMhaeot 4r a Licensed Florida Professional Engineer Yrtldriets' Pkdeltdra4ie , oualay.Assuralce Approved for Use AOpi far Use Mgt Da" AMA prgNd Modal. Nwnbetor Name WoduM Dasarindon Contract . Exolralal Dare In HVH2 gtggl{(gHINgIZ Resistant pressure 1 Drexel Metal Rooting: System$ DMC ICONS;OMC 15088. QMC'175S DMC 2008. 121312025 Yes No NIA. t0t-160 DUG 5V Florida Department of Business& Professional Regulation Building Codes and. Standards Product Approval Application Detail Pegs 2 of 4 1252022 .r= Entity of g Date Pandida 211114 Version Manufacturer Come Erminaer&'License Validated By Vslltlatetl ,Siibm Red Far Approval Approved Status Re..V. leIon 2020 Therms-Tru Corporation n Sieve Jasperson Lyndon F. Schmidt P:E Ryan J. Hind, P. E. D4l15t2021 12/312020 04/22l2021 061082021 Approval Category: Exterior Capra (800) 6d8-7829 PE13409 (819j 767-6655 suloCategory: Swinging Exterior Door Assemblies cjasperson@ihermairu.co Complianee Method: Evaluation Reportfrom a m Florida Registared Architect ors Licensed Florida Professional Engiinsear F11RD468-R6PYddUdfs - Quality AssU ranee Approved for Ilse Approved for Use Imbacl DTfgn -.... Sea# ProductMeoel. Number m Name Product Deacridtien Cgnlraet Exoiratlon bate .In HVHZ Owe HVHZ Resist nt Pressure 1 a. Themg-Tru Flber-Classic and Smooth -Star Nominal 6&439;8 Squotfmpact&quot Opaque Compoiete:Edge Fi berglan Single Door 12f31/2022 No Yes Yes WA 2 0, Therma-Tru Fiber -Classic and Smooth -Star (I nswnglauft hg, X configuration) Nominal 5&#59,8 &quotfrfpact&q,uot; Opaque Composite Edge Fiberglass Single Door with 121312022 No Yes Yes WA 3 c. ThermaTru Fiber -Classic and Smooth -Star adelita(s) (InswingiOwswnng; XO, CXor OXQ confr9 rations Nominal 8&#39;8 $quotl mpact&quot; Opaque Composite Edge Flbergtass Doubts Door WIh or XXor 12f31/2022 No Yes Yes N/A 4 d. Therma-Tru Fiber-Classlc and Smooth -Star wlthoutSdeldes(Insvrmg/Outsvnng OXXO conflguralions) Nommal 88#39;0 &quoti mpact&quaC Opaque Composite Edge Fiberglaas Single Door 1213112 2 No Yes Yea NIA 5 e. Therma-Tru FIGar•0lassic aotl:Smooth-Star (Ir=00111-0 ing, X w011guradori} Nominal 88#39;0 &qud[,IrrpaGi&qugt Opaque 'Composite Edge Fiberglass. S(rgle Door with' 8idelte(s) (Ir.W.g/Qutswrg; XO OXor OXO 73131/2022 No Yes Yes N/A 6 f. Therma-Tru FI6er-Classlc. and. Smooth -Star configurations) Nominal 6&039;0&quotlmpac*uat Opaque 1213112D22 No Yea Yea N/A Composite Edge Fiberglass Double Door with or 1Mthout Sidelltes (InswmglOuttwAng; XX or OXXO. configurations) 7 g. Therme-Tru Fiber-Classlc and Smooth-Slar Nominal 6&#39.8 &qual;1 psct&gwt, Glued 1213lf2O22 NO Yes Yes WA Composite Edge Fiberglass Single Door (Insv4ni utswing. X configuration) 8 h. Therma-Tru Fiber.Chsixe and Smooth -Star Nominal S&A39,8&gUat'lI itpac%cluct; Glazed 12n1/2Da2 No Yes Yea N/A CompositeEdge Fiberglass Single Door wfih adelite(s) Qnsvxng/Ouhamng; XO, OXw OXO. Configurations) fg ) 9 i. Therma-Tru Fiber-Classlc andSrrrogth-star Nominal 68+#39;8 $quotlrrpact&quot Glazed 12/3112022 Na Yes Yea NIA Composite Edger Fiberglass Double Door with or without Sidelites RnsamrWOutswing' X)(w OXXO configurations) 1D J.Therma-Tru Fiber -Classic and Smooth -Star Nominal &#39 u tlm ct u la n 8 D p of Glazed 2 022 12/31/20 etc Y es Yes NIA Composite Edge Fiibberglass Sing Single Door (I n.WnglOutswhg Xconfiguration) 11 k. Therms Tru Fib'er.Clasalc and Smooth -Star "Nominal 8&439;0 &quotlmpaot&gwt, Glazed 12f3,7Y2022: NO 'Yes Yes NIA -Composite Edge Rber,91"a Single Door AWth' Sldelite(d) (Inswnngl0utswn� `XO OXwQXO- configurations) 12 I. Therma-Tru Flbat-Gfnag and Smooth -Star Nominal 8&k34;D Squat] mpact&quot, Glazed 1213IM22 No Yes Yes NIA Composite Edge Fiberglass Double Door vdthor without Sidahtes pnswing/Outswing XX or OXXO configuraLonsj' 13 m Themna-Tru Flber-Classic and Smooth -Star Nominal s&#3 8 &quotimpact&quot Glazed Molded 12t31J2022 No Yes Yea WA Open Composite Edge Fdlerglass Single Dow 0 nsvargloutswing, X configuration) 14 n. Themna-Tru Fiber -Classic and Smooth -Star Nominal 88039;8 &quotimpact&quct Glazed Molded 12/31/2022 1J0 Yes Yes WA Open Compoahe Edge Fiberglass Single Door with Glazed Molded Open Sidegts(a) (inaang/Outswfng; XO, OX w OXOsanfigurahone) 15 o. Therma-Tru Fiber.Classlc and Smooth -Star Nominal 68,036;8 &quotlmpact&quot Glazed Molded 12r3l/2022 No Yes Yes WA Open Composite Edge Fiberglass Double Door WIM or Without Glazed Molded Open Satelilas (Ins1mng1oytis vin9i XXw OXXC wnfigurzSiono) 16 F. Th-.-rru Fiber-CFassc ­6 Nominal 68#39;8 &quotlmp ict&quot Opaque ID31/2022 No Yes Yes WA Composite Edge Fiberglass Sitle Door with Molded Open Sidelite(s) (Inswiing/Outswrng, XO, OX or OXO Configuration a) 17 q-. Therma-Tru Fiber -Classic and SmoothStar Nominal 8&#39;8 &quot,Impact&qu0t Opaque /21312022 No Yea Yes NIA composite Edge Fiberglass 17cu}ile Door warn or Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fags 1 of 1 W2021 i+gdg Enllri or •fig [jgtg Date Perirllrw ggg M(M Versmi Manufacturer Dori EnaihaerA Llcorm Validated av Vafltlated Ssazmlited PSCAderoval Approved Status ReMslon 2029 POThdiustries Jens Rosowekl 14-1-Dede B000 -CER Miami-Dade6CCO-VAL I1/i&2020 19262020 /12412020 Approved Category: Exterior Door* (941)4SG0100 :(?SE)316-2590 SubCategory: Slidrg Extarta Door Assenlhliss jroaoaskl@pgtndusldes.c Cori halos Method; Certification Mark or Usfi a om PL,�W2+s1 d`aaltlrotlucksr r -e Dualgv:Assurance A -roped for Use Approved ny? for Use lm.¢asL SyrgjF pro�ot Model- hlmber or Noma product D o lotion cnmract ExoiralI'" Dale in HvHz Dutetde HVHZ Rosidalt Pressuio 9 9fi0.5S70{L"ergs Mraallelmped) Vkryl&Ilding Do -Door 04/142021 Yes Yes Yea WA August 10, 2022 Category/Subcategory Manufacturer Product Description Approval Number(-) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Finer -Class and me ath- t r I Qi -IMPACT) FI 204�61.1 +67.0/-67.0 psf 12/31/2022 Them�aiTru Fiber -Classic and Smooth -Star (IMPACT) FL2fl4�68 +la�'. 7 +.0i7m0 psf 1/31/022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 }a f 1 131/ 022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 1 /31/ 024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14i202 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000181001 40 #1105 (8X7) FL8248.3 +31,01-3 .0 psf 12/31/2023 Wayne -Dalton Series 800018100/ 0 1123 (16X7) FL8248.10 +30,01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 1 7) FL8248..11 +34.4/-38.3 psf 12/31/2023 D, METAL LOUVERED DRS Curries Division of ALADGi Inc ? 7 an 7 S' Pairs f r �60 .17071727E 47 +d 84 Single & Pa o Doors FL11537.1 N/A see inst sh � t) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01 0.0 psf 10/812023 PGT Series 5500 F L239,2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01- 0.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10120 FL111+61 +30.0/-30.0 psf 3/ 7'/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 F L15349.1 +80.0/-+60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10120 FL6894 50.01 50.0 psi 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows. and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/202 E. OTHER 3e PANEL ltVIfALL A. SIDING games Hardie Building Prod.. Cemplaink Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Sort FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc Solid and Vented Aluminum Soffit FL16544 R5 54.2/ 54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124..1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA,, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTiLATORS Thompson Arch Metal Comp, Off Ridge Vents FL18918.1 - FL1+6918.4 NIA 9/9/20216 Florida fetal Products, Inc Vent R'10 FL2158 0.3 NIA 2/ 1 3 1/202 4 Lomanco, Inc D -4 Exahust Vent FL17202e1 97, 5/-7.5 psf 12/101'202 E. ROOFING TILES Banal Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oral Tile Saxony 900 F L7849.18 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Motels, Inc. DMC 100NSr DMC 150SSr DMC 175S1 DMC 200S1 DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products G i�ani ed Steel Storm Panels FL15 75..1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galliianized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F L1999.1 - FL1999.4 NIA 12/31 /2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 1 /31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLn PlSL1 LSL FL5527.1 - FL5527a5 NIA 3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-W30.15 NIA 9/11/2023 Commercial Concrete Products, inc High 'Strength Concrete Lintels FL1774 I NIA 1 5125/2024 Florida Department of Business& Professional Regulation Page I of Building Codes anti Standards IMQ022 Product Approval Application Detail Code EntKvar .fie Date Pending Date Tvve version Manufacturer Contact Engineer &License Validated By Validated Submitted FSC Aonrovat Approved tatus Revision 2020 Therma-Tru Corporation SSteveJasperson Lyndon F Schmidt P E Ryan,) Xing P.E. 0712=020 07M=020 07/2912020 10/1312020 Appro+red Category: Fxthrior Doors (WO) 843-7628 PE-43409 (813) 767-5555 SubOatagory; S ilgmg Exterior Door Assemblies s)­person@.thermatru.co Compliance Method: Evaluation Report from a m Florida Regldwed Archteet or a Licensed Florida Professional Engineer fr120470v- Sep it Product Modet- Number or Name: Product Description Quality Assurance Aooreved for Use Approved ContractExoiratlon on in HVHZ for Use Outside HVHZ Impact Ras Brant Design Pressure 1 a.Therma-Tru Fiber Classlc and Smooth -Star Nominal 8&#39.8&quadmpact&quot Opaque Composite. Si Edge Fiberglassngle Door 12/3112022 Yess Yps Yes NIA 2 Is. Therma-Tru Fiber -Classic and Smooth -Star (in vAnglOutswi g-X configuat-i Nominal 8&#388 Squat ImpaoMquoll Opaque Composite Edge Fiberglass Single Door with 6XO, 12131J2022 Yes. 'Yes.. Yes NIA 3 c.Therms-Tru Fiber -Classic and Smooth -Stare 'siidelke(q) (InxWng1OutsMnq; XO.OXor 0onflgprations) Nominal &&#39;6&quot,impaot&quot Opaque Composite, Edge Fiberglass Dwble Door with or OXXO '12i31/2022 Yes Yes Yea WA 4 d. Therma•Tru Flber<Classic:and Smooth -Star Wthout'Slaelltes (Inswingl0utelving, XX or ponnguroucirs) Nominal 5WI9,0&quar;ItnpaG&quot Opaque Composite Edge Frberglass Single Door 12C3112022 Yes Yes Yea NIA 5 a. Therma-Tru Fiber -Classic and Smocth:Star - 0neWnVOutisairw; Xoonfiguratiott) Nominal8&439,13 9quet1mpset&quo1,'Opaque Composite Edge Fiberglass Single Door with 12131/2022 Yes. Yes. Yes NIA adelte(s) (11ns79nglOufawing; XO, OX or OXO Configurations) 6 F. Thera-Tru Fiber-Classlc and Smooth�Star Nominal8&#39;0&quotlmpact&q-t Opaque 12131R022 Yes Yes Yea NIA Composite Edge Fiberglass Double D=,Wth or Without Sidelitee (InswinylOutawnng; XX or 0XXO configurations) 7 g.Therma-Tru Flber-Classic and SmoothSiar Nominal 6&#39,8&quot1mp2ct&quot Glazed IMl 12022 Yes. Yes Yes WA composite. Edge Fiberglass. Single boor (InaWnWOuavving, Xconfpurationj 8 h. Therma-Tru Fiber -Classic and:6mooth-Star Nominal d&M.'S Squat ImpactWat Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single DoorWth Sidelte(s) (Inswing/Outnving; XO, OX or CXO Configurations) 9 i.Therma-Tru Fiber-Classioand.Smooth-Star Nomma16&0$9:8 Squotimpast&quot GI -Ad 12t3112022 Yes Yas Yes NIA Composite Edge Fiberglass Double Door with or without S0011tes(Inaw(ng/Ou1sWn9XX or OXXQ configurations). 19 j:Therms-Tru Flber-Classlo and Smooth -Star Nominal 198 n,O&quotimpact&qua)Glazed 1213di2022 Yes Yes Yes NIA Composrte.Edge Fiberglass. Single Door (Inzvdns/outswirg, X configuration) 1Y K.Thermo-Tru FibersClassic andStnooth Star Nominal 8&#39;0&quotl"npagt&qu9 Glazed 1213IF2022 Yes: Yes: Yes WA Composite. Edge Fiberglass Single Door with SicWte(s)' (InswinWOutsvving; XO, OX or OXO configured.") 12 I. Th-.Tru Fiber -Classic and Smooth -Star Nominal8&#3sO &quotimpact&quat Glazed 12J31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidishes (lnewing/OutuAr g; XX or OXKO configurations) 13 m, Thertrla-Tru Flber-Classic and Smooth -Star Nominal 6&#3RS&quotIrnpagt&quot Opaque 1219lam Yes Yes Yes WA Composlle.Edge Fiberglass Single Doorw ith 8quotNon-I pect&quot SMellte(s) (Inwhrig/Out erring; XO, OX or OXO oon%urakion.) 14 n. Therma-Tru Rber-Cleasic and Smooth -Star Nomin2l8&#33,8&quoHmpacMquot; Opaque 17t3lr1o22 Yes Yes Yea NfA .Composite Edge Fiberglass Double Door with =01 rlp Ncn4ract&quot:SWelites(Insning/Outswirg; OXXO configuration) 15. o'. Therms-Tru Flber-Classro and Srhooth-'&isr Nominal" &quot-Impact&quot; Opaque 1213112022 Yes -Yes Yes. WA Composite Edge Fiberglass Single Door Wth &quci;Nm-Impact&quoP Sidelne(s) 0pawtpgloutswing;XO. OXor0XOconfigurations) 18 p.Therms-Tru. Fiber-Clamlo and Smooth -Stare Nominal 8&#99;0 &quotlmpa 12131120M Yes Yes Yea N!A bua['Opnque Composiie'Edge Fiberglass Double boor with &quol;Nonf hWct&quot 'SidaIItes(lnswing/OutsWn9; OXXO configuration) 17 q. Therms-Tru Finer -Classic and Smoath-S.br Nominal 6&989;8 &quot;Non-Impacf&quot Opaque. 12)3112022 Yes Yea No NIA Composite Edge Floerglass'Singla Door (Inswing/Outswing, Xconfigurahon) is r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68M.8 &quotNon-Impact3quot Opaque. 12r3112M 'Yes Yes No NIA - Composite Edge Fiberglass Single Door with Sidelte(s). (InsiMngrOut wng; XO. OX or OXO configurations) 19 s. Therms-Tru Fiber -Classic and. Smooth -Star Nominal8&1g0;6&quotNon-Impact&quot Opaque IY1112022 Yes Yes No NIA Composite Edge Fiberglass Double Doorvith or without Scelttes; (Irisw inglOutswing; XX or OXXO _11gurattons) 20 t, Therma-Tru Fitter -Classic and Smooth -Star Nominal8&#391,0&quotNon-Impect&quM Opaque' 12rd11202'2 Yes 'Yes No NIA Composite Edge Fiberglass Single Door (Insving/Ouiswing; X configuration) 21 u. Therma-Tru Fiber-Ciass'ie andstrcotHStar Nominal 8&#3$0 9quotNon-Impact8quot Opaque 12)3112022 Yes Yes No NIA Composite Edge Fiberglass Single Doorw ith. Sideins(s) (InswinglOutswing; XO, OX or OXO rconflaurationsl 22 v;Therma-Try Fiber -Classic and Smooth -Star Nominal 89438;0&qugtNbn+Impact&quot; Opaque. 12131(2022 Yes. Yes No NIA Composite Edge Rberglaw Double Door w th or -without 9,idelites (InswinglOutswing, )O(ar OXXO :configurations) 23 wThermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#89;&&qutNon- ImpacAquot; Grazed 12f3112022 Yes Yes No NIA Composite Edger Rberglasa:Single Door Tinsvm;Outswing Xcorfgurabon) 24 x. Therma-Tru Fiber -Classic and Smokath-Star Nominal 8&039;8 &quot.Non--lmpact8quo% Glazed IV3112022 Yes Yes No WA Comocals Euge Rbefglass Single Door with ;Sido)ke(s} (Inswing/Out"Arsi XO OXar OXO configurations) 25 y. Therma-Tru Flbsr-Classlc:and -Smooth-Star Nominal 6&R39;8&quotNon.Irtpect&quot Glazed 12r3l/2022 Yes. Yes No WA Composite Edge F tuarglasa Double Door vioth or WthoutSldelitas (Irrswirg/Outsning; XX., OXXO configurations) 26 z. Therma Tru Finer-Oassicand Smooth -Star Nominal8&#?9;08quokNon-lmpatl&quot; Glazed 12t3l)= Yes Yes No WA Composite Edge Rberglass Single Door (InaYAnglOutswrg;. X Configuration) 27 zd.Therma-Tru Fddar Classic aril Smooth -Star Nominal.8&#39:08quctNgn-Impact&quot Giazpd 1213112A22 Yes Y- No WA Composite Ede. Fiberglass Single Doorvnih Srdol Re(s) (I nswf ng/Outawing; XO, OX ar OXO - configurations) - 28 zb.Therma-Ton Fiber-Classio and -Smooth -.Star Nominal 88#39;0&quotN-Impact&quot; Glued 12J3V2022 Yes Yes No WA Compostte:Edge Rberglssa Double Door Win or without swelitas onswingf0utswmg; XXor OXXO Florrde DeparhnarltofBusiness :$Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 i js=1 Code Emlty a two Data cat. Perxana kitt Um V-1- 4larxtlacWrar Cgrnaut Enrdrwsr&Dcarma Vaadaad au VaD",d St, bi tl FRC Armroval Aparovid &atuc Revision 2020 MI Wlndava and Doors &,fit 81[fingef LWs Roberto Lamas Steven M Urlch, PE tom812020 1010512020 IOJ192020 12/I5t4020 Approved Ciaegmy; Exterior Doors (117) 385.3300 pe-MI4 'j?l7) 317-8454 SubCategohr. Siding Exlenor DW Assemblies bsltingar�mimd.com Compliance Method: Evatuatim Report toma fold. Registered Architect ova Licensed Florida Professbnel Engineer Quality Asauraltrs Snprovetlior Use &I)rOYFd for Use amDam 0921W 'Sedd Product Motlel. Number pr Name Prdded tlescrldlon Contract Exb&atioLPM a -'- outside NVHZResistant-- Pressure 1 SERIES 420 ALUMINU M SGO SERIES 420 ALUMINUM SGO'OXO 12/31I3024 No Yea No NIA 145.314dquotXaoaquot NON -REINFORCED 2 SERIES.420ALUMINUM Soo -SERIES 420ALUMINUMSGD OX.XO,XX 12131/2024 No Yes No N/A 96&qud;x8d$qupt HOR-REINFORCED 3 SERI 55420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM 86D REINFORCED OXo 1213112024 No Yts No NIA 14R3E8/4&quatxa6&quot 4 SERIES 420ALUMINUM 801) REINFORCED SERI420 ALUMINUM SOD REINFORCED OX. 12/31)2024 No Yes Kid NIA XO, XX968,qu5.aX86&quot 5 SERIES 420ALUMINUM EGO REINFORCED. 6ERIES 420 ALUMINUM 6130 REINFORCED)DO- 12GI12024 No Y- No. N/A 143&gUoI:XDWPot; Florida Department of Business & Professional Regulation Pe9e i of2 Building Codes and Standards t512021 Product Approval Application Detail Come EMIN nr -go .01I Dahp Psndrw 21112 11�i wretion MAnufm urar Contact Euolnesr'8 Cleanse Vaidded 0v validated submitted, FaC Approval Approved Status Revision 2020 Wayno-Oa¢on,a division or ovi ieadD-r 12-y-Kmrish John E. States Jeffrey P.. Ames., P,E. IW12R020 092812020 1023)2020 12/15/2020 Approved. Corporation (WO)793-8121 PE-51737 (904)B21-5200 Category-- Exterior Doors dkomish�Wayne-dattgl,C SuIbCatagarr. Seadon.1 Exitarsor DoorAesemblies om Compliance Method: Evaluation Report Roma FtoddaReglstered Archttectwa Lirxxiwtl FlbnOa Professional Engineer aualn;r. Assre- AooravM for.Usa A - Coved for the gneact De4lgn Sea Product Model. Number or Mae, Product Description Coraract daolratlon case Ni HVHZ outside HVHZ Itt"ant PresBure:. 3 8000/81Drk820 #liO5 9&#39- Max vkgh. 14&*39; Max height Glazing 12nlW23 NO Yes Yes +31.00f-35.00 Mvatlable In 1pp a Intetmedrte seetbn 10 8000)816M 2e#1123 6 4 16&#3s. Mort+ .14&#3 Max hi Glad iW31/2025 aldg+ S nelg its No Yea Yes .30 4/31% 4 availablo In lop or lntemlod late Sectlon 11 8000/810018200.#1124 18&W9 Max width. 14&We Max height. Gazing 122023131. No Yes Yes +a440011 Sri ave:Neble. in top Or imemrodiate section, Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 115/2021 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 az Building Codes and Standards FAa 21 Product Approval Application Detail Code Sixth,or Ogle Date .Data: Pending Date TMoe.. Yerlmrs Man Knauer Contact Ermineer&License lralidatetl Silt Validated Submitted Fac A. -al A-vad Status Revision 2020 Mi Windows and Doom Went8ltiinger. American Architectural Steven 10. Urich, PE I V17M20 11117i2420 1W7/2020 Approved Calegofy:,lMndoW9 r71T1$65-.3300 Meml rsetears A -Diction (Tl?)317-8454. SubCategory:Single Hung bs1h1rgaAmtitil.- Compgar" Method: OenNcallon Mark or ustihc Gualily Assurance A -and far Us, Aoa ijYad for Use Impact Vasic, See ProduetMoaN: Number:W Namo Product Diisclaton Gon racLExol srloDDate In HVNZ Outside HVHZ Ji@6isganC Preswe 2 i95 SH 52x72 F1n/FIenge Frame lGJ6G Single Hung iD/WaO20' NO Yes No +601-60 Laminated Glees N N O � N t✓ O " 0 0 CL . V O ♦n 0' O O O W O M U- O .c -0 E N O L�1 t►i. 1 M .0 . � W Q Z Z W J tvly WO 11 a. V = O C CV "Em K ✓ t: d N r0 L W -a L N O7 t0 d C s. l� a1 67 W O fa C � O U to E N Z co 0 > L_ CL 0 iL Q U O L W L) W 1, ..1... 0L W �^ Q W z J z Q J CL SHEET NO. PA 1.0. mid -rl--I , i T- -- F Florida Department of Business & Professional Regulation Peg.6 of 9 Florida Department of Business & Professional Regulation page s oft Florida Department of Business & Professional Regulation Page l al Florida Department of Business & Professional Regulation Pagel cf2 Building Codes and Standards 1OR022 Building Codes and Standards 1OW2021 Building Codes and Standards iisrzo3± Building Codes and Standards lWo2i Product Approval Application Detail Product Approval Application DelotIf Product Approval Application Detail Product Approval Application Detail Im version Manufacturer Contact EtNitvor a .act F�rafnear& License Validated By P� Validated .Submitted � FSCAjDate a no"i FBC Anoreval �!4 Approved ^.alatus Code Entlly ar 221111 29, rye Pandino j11(g 2gQq r 1 �i {g ate Date Pnidllm $gg � f.U.9 rL4L &gC@ � !late Pending ,tffig ... Rani 2020. Thermo-TruCorpprabon - Steve800,43-768 Lyndon F., 5Chmrdl; P.E Ryan ... 10/0712021 09/18f2021 10113321021 12115/2021 Approved lk9g version- Manufacturer tsudneerAucense Validated am Vetitlale0 Submitted (' Aoorovad s aC Awmval $!$tL V... Manufacturer IYga .2LR14D - Ca � ndruerB Ucares Validated BV � E t YJt!lifStag €l�mrtnin tl FBCAmmvai v noo=o sd i�as. .TL9P 1lY31gD' Manufacturer Emm�eara Lidmsa Vailtlalaa By BC Anom F vat g Category. fatenor Doors ' 767-65P.E. PE.43409 (813) 787-8655 � Affirmation �24 PGT lndustrl.e Jens Rdsorrskl N1nMHDeneBCCD-CER-NVaml-i7ed. BCCO-V L A 0 11NSi2D29 11N51202 t711112D20 Approved ReMaron 2029 .. MI Wlttdbw9 and Opus Brent &aster AmetlganArdhkeciUrN Steven Mich. PE rig 1010E120217 1iH082420 '1➢n52020 -owtl Approved Revlalon 2g2➢ MI Windows end Dupre .. Srem5(tkrger .American AlChkedural Stevan MUnCh, PE 1122/2020 11L22262o t28r2020 .Approved SutrCategdty: Sawrl9ing: Fxtpripr Door Assemblies spaapefSotl�thBfmaitU.co (hasp rson@th CPtagory: Wlnnowa (941)g86-01➢0. (786)3f8-2580'. Category; Windows _ f717i 3fi5-3300 Menufactur4rs Rssccletlon (717)31T•8454 ,. Category. Wtltdaas' . . {717}3e3-33D0 Manuhcturers Assocu4on f71n 317-5454 Compliance Method: Evalua0on Report from -m suuGategary Single Hung )raanski�pgltnduables,c dsittmgeromiwd,¢om Subcategory: Horizontal slide b Subcategory: Fixed ga r�miwd:apm Florida Registered Alchteot ora Ucensed Florida Compllenpa Method: Cedmaall Mark or Daring off, Complianee Method: Certification Mart or Using compliance Mail Certifteibn Mark or Lasting Profess' 'I En ee - aria m r g , _- ryadusts - . ,: .. - ., .. .. ,. .- ', ,- ..::.. :: ,. , „A,.,;.,s ,: „.. ;-�=,.,: :. , fit8f nets ..., - ,,. .,, ..:. .. , -, :- w ;.. . - , , ,; , .. .. ,'�cz >..: ,. ,, _ nr, ;; -:' '^ tjrrl-=R7S4Rti`duds rat € 4t1 tt Prsducts, :: - - - - - - . '- (8iaiity AssuranceA--rpradfaruea JSoorpwpiar:llse Nnoak Dp(g oualuv.Assurence Aoorovedfor Use AporoveQ,fpribe: gnoact Oetlan QuatgvAammm , mmrol,,adforuaa Achieved forUso lmgsgi Ga51g11 @uanty Assurance A�aroVetl for ilea Approvetl fbrllse Impact tZesibn Sao!! Product Nodal Nrardler or Name Product DascrlWon Contract ExnlrallonDate In HVHZ Outsde XVX2 $grJE(�t Pressure gqg;4,- Product nectar. Numbarwt�me Product Dascriotlan CantracfExobatron Dakv In FNMi Dursido NVNZ - Rysntant rP auury 4€4it ProductNo", Number or Name Pr Contra Product DescrtoNan Contract expiration Data Outside In HVHZ fable XVNi Resistant Prcssura. Satz Product Mock i. Number or Name Product Description Contract ExlAratMn Date 1. HVMZ Ztside HVHZ Reslatant Pressure 2 8115800 tLarge taeeae-Impact) 'Aml single Hung VAnd- 07/302025. Yes Yes Yes NIA 1 Hs. has Flc and Fling. Frame 73z62 lnauleted Glass 02/1812024 No Yes No -551-51 1 iss pw 73 x:72 Insulated CAass 04103/2023 No Yee No -M-90 1 a. Thermo-Tru Fiber Classic and Smooth -Star Nominal B&#39;88quot Nonlrtpact8quot Opaque 12/311202? No Yes No NIA Compoaita Edge Fiberglass Singlo Door (I nswinglOutavAng^ X Configuration) 2 b. Therma-Tru Fiber Ciassloand.tmooth-Star Nominal 68i S,quot;Non-Impactill Opaque 42/3112022 No Yes No NIA Composite Edge Fiberglass Smggle Door with 5'IdelWtt ) (InsWtnglDutvArrg X0, OX or ocrifigumiions) 3 e Thermo Tru Flber-Class(oand:Smooth-6ter Nominal SM39;8&gUdt.Non-Impod&quot, Opaque 1213112022 Nd Yes No NIA Fiberglass Composite Edge Dcxi Door with a without Sidelites (Inswing/Outswang; )Q(w O)CXO configurations) 4 d. Them,a-Tru Fiber-Claa io and Smooth -Star Nominal 7&#39;0 &quolNon-Impact&quot; Opaque 12J31/2C22 No Yes No NIA Composite Edge Fiberglass Single Doe (InsvilrWOutawAng; X'donfiguratiah) 5 e. Tharma-Tru Rher-ClassicondSmooth-Star Nominal 7$#ag;08qubt,Non-I mpact&quet; Opaque 1213112022 No Yes No WA Composite Edge Fiberglass SingleDow with Sldelite(s) OhsvnnglOutsvArig, XO; OX or OXO configurations) 6 i. Therma,Trti Rber-Classic and smooth -star Nominal B&#i ilquat;Non-Impacrdquck Opaque 12i3112022 No Yee No MIA, Florida Department of Business ..& Professional Regulation Pagel oil Florida Department of Business & Professional Regulation P.g.1 of i Florida Department of Business & Professional Regulation Pagel N1 Composite Edge Fiberglass Single Door Building Codes and Standards lrsrzu2i Building Codes and Standards tri: Building Codes:ard Standards rturw i (lnsnaing/Outswing; X:configuration) 7 g. Thismi. m Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quotNon-Impac*ugt;: Opaque 123112022 No Yes No NIA Composite Edge Fiberglass smgto.Door with Product Approval Application Detail Product Approval: Application Detail Product Approvat Application Detail Sidelia(s) (I nswtnglCntswing; XO; OX or OXO configurations) 8 h. Tharma-Tru Fiber,Ctassic and Smooth -Star Nominal 8&k39;t1&quolNon-Imp-Mcuct; Opaque 12/312022 No Yes No NIA Composite Edge FlherglasisgIO Double Door with or Sldalitps (Thawing/OutSMingi Xx or OXXO EndN i t 2" � pate pe rrbiw - Bii En iN a' t 9da3 W. Date Parwfna Saga j7mit pate Pmmnp Brief aonilguratlone) conligu 13!gS. Vernon Manufacturer Contact ErmkieuRLirxree Validated By Validated FBdAtierov5l A-omvW $fetus jyg_ Vars«on. Manulaeturer doMad! Enainaer&Cleanse Validated Bu Validated auMniNed faC Aooror� A�omved gip; fe Version Manrrfacmxer contact Erigptegr'B LIcerHr Validated By dR&Aid& uMIaM6d q FBC Approval Aaorovee t581W6 L Th rma Tru RberCasslc. d$ ooth Star 9 I and fin#® Nominal.88 3 -8 -uptN n m u .Graz &q ,.p pagtBq. oK, 9d 12312 022 tJo s Yee No -!A N Affirmation 20 mlat,n 24... pc Indust lea Sena-Radwmrr Mla;ti'-cad ecco ER Mla �-Dada Bcco: :L g a F. mil VA 11A752020 191052020 n1111/2020 Apprwad. Reviaron 2➢20 -itvrdas and Doi f4 n D s 9rent.SdGn er Lura L stavan. M, urn a g... R +�s,PE ch.P 10A18242D 101082029 10/i9202d n2r15no Aoprov.d Aryhtnatlbn 2020 Gr-.- P industrlas. -� '� i - - - - lens Rasavaki Meng Oatle SCCb CER NirarM-Dade BCCD VAL 1iKi52A20 11+1752420 11/112470 Approved Mp Composite Edge Fiberglass Sing re poor rate oryr Wrnd-c.. p _.. (7851:3f5.25gtr::.: taiIU4b&t)f(10.(717),317,8454.- .. . Category! Windows; (717)3853300 PE 6257.4 - - -._ - CateyoynMndaYa. (94b48G0}OQ .. (788)315.259(1.... - - (InswinplOutswng' Xc nfigitration) suucatogory:'Flsed )rosrilsid.@Pgtiriduathec.o Subcategory: WiLMONa. bsiNngar�miwd.com' subcategory:: Willms jrosmkski�pgantusides,0 10 J. Tharma-Tru Fibar-Classic and smooth -star Nominal':803i AquioCNon-I mpact&quot;,Glaied 12f3112022 No Yes No NIA CompgauwMathue: C.11111 11M Mark or Using om' Compliance Method: Evaluation Repon:bcm a Compliancomobrod- carnBeallon Mark orListtnp om Composite Edge Rbarglaes Single DoOrwAth ,_. -.._. .,,: -.._ ,_:., , .. ,. -,.., , ..., ..,,. noddaR-store Ardlkect ora Dcanse4 Florida Sider e s lmiW Out&W ,XG, OX or GXO (I ( rig n9 Ptar243a4241Frodrara; %: - , - .. : ,r .. q : ,.. _ „-... ;, I. Professional Engineer :..: riwil9.R13Ptodatts' , 1. `^; _ , , '., ,:1. ., -.. 11^ kThe maTu Fiber -Classic and Smooth,Star contiguradohs) Nominal 6$#39;88quokNon Imp. SSryuot Gazed 12t312022 No Yes No MIA _. .; , aaav Aasuew am ovea for Use Auorovad fair ilea InpLy4 _ pgg(gy -1 .y ,ap r,'Ns `. `- i .. o"Ity Assuranc. A®raved iw Uw Amraved To Usa knead (as jgp Composite Edge Fiberglass [)Cupp Ddor wit}7 or Apthtct Motel. Number o Hama ^Aoduek Coscrlodon tbrtraef £miralion Data in HYHZ Ordslde HVHZ Resistant Pressure. -: -. - , "- Am# Prodrret Mpi Number or name Product Description Contract Expiration Dario In HVHZ outside XVXZ Resistant Pressure without Sldelltesl hswin-Outsvin'. XX or OXXO l g1 9,. 5. PW-5520 (Large Missile Irri Vmi Fix.d Wndow 04M2023 Yes Yes Vas NIA Quality Assurance ADarpvedf Uas Amrpvsd far Use ikri B!£� / Nluamsta':All Doors and Windarrs Aluminum Mullions 051262026 Yes Yas Yes NIA configurations)esoY i§odurt rOodaL.Nurnbar ar Nam.. ProductDeseribtlon ca-ntsad EmfratlOrr Date i„MVNZ Outside MVNz Resistant Prossur. 12 LTherma-Tru Fiber Classic and Smooth -Star Nominal 7&#39;0&quccNon-impact$qui Glazed 12131=2 NO Yes No, NIA 2 57e4 Vertical Aluminum Mulkon IW11)2024. No. Yes Yes NIA Composite Edge Fibargbil ling 1p Door - (InsnMng(Outs it Xconfiguraupn) 1S m,Therms-Tru Fiber -Classic and Smooth -Star Nominal 781k39i08quotNCa-Imp.d&quot, Glazed 121SIr 22 No Yes No NIA Composite Edge Fiberglass Sing le Door with SMalite(s) (I nswinglOutswmir XO OX a OXO configurations) 14 n: Thermo-Tru Fiber.Ckassk and Smooth -Star Nominal 88123g;0 &quot;NWn IhipaC&gU0i Glazed 12/31/2022 No Yes No WA Composite Edge RberglassSingle -Door (insavinglOutswhi X configuration) 15 o. Therinci Fiber -Classic and Smooth -Star Nominal 8&#3g;0&quot;Non-1 mpad&quot; Glazed 1213112022 No Yes No. NIA Composite Edge Fiberglass Single' Dow with confike(s) Onswingl0lrsng:mXO, OX or OXO mnngurationa) Florida Department Business &Professional Regulation Fagelpfl Florida Department of Business -& Professional Regulation No, Florida Department of Business &Professional Regulation Fags 1 of i8 p. Therma•Tru Rbar-Classic and Smmooth-Star Nominal'8&#39;0 &quotNon-Impact&quot; Glazed 12151/2022 No Yes No NA Building Codes and Standards lffl 21 Building Codes and Standards lominizi Building Codes and Standards t1a12021 Composite :Etlge Fiberglass Double Door With or cottwltt ationsesClnswingf0utswingi.XXor ClXXO configurations) ationaj ProductA roval Application Detail pP ppl Product Approval Application Date Product Approval Appllcatlon Detail ' '. 17 q. Themhai Fiber-Cfascak, and Smooth -Star Nominal 6039;8tiquokNon-Impaidi l Opaque 1213112022 No Yes No NIA Composite Edge fiberglass Single: -Door Wtn Transom (I nsvd ng/Outswing, DIX configuration) 16 r, Thelma-Tru Fiber-Classicand Smooth -Star Nominal 69#39;8 &quot;Nwn impagt&,quoi Opaque 1MIM22 No Yes No NIA Coda emav w pgte DO Care Pending �q- soda Entity or 20 20 Date Pendino apse � gggW- pip wig. Dal Partin,- 20 Composite Edge Mbeirgtuse Single Do -With Sich its end Transom.(I> vingYCui-Aqq: OlXG', mm Velstbn Manufacturer Contact Enoiimard LiC®rsa Validated ey ypJickeed Submitted FSCApomval- Poona status 7kg8 VOMm1 abnufaeturar. ,Can Carted Fiwbiard Ocansa Yalidoled� yg mrg,P�q Feb -Reprover aenrevatl r� version �anrrracturer �' enabnem'SLlderrsa Validated tW Yalltlated Pt1C Approval PDnroved mrar..�. OIOX or OIOXO Configurations) 9 ) Revision 2020 James HarcroBvildng ProdocW: Inc. Chard V. Andre. Tan John Southard,_ P.E. 01475/2021 12/142020 DIIOW021 ding FBCAprai ReNski 2020 Alsida iThompsen Lyndw F. Sdtmld RE Ryan J. wing, P:E:: 07115/2021 :0211512021 0=921 Q4f1312071 Approved Reveler 2020 GAF Mich Sdiih Robert Niaminen Jahn W.'Knezel4ch, PE D92E12020 092112020 1W=020 12/1512020 wed Approved 19 s: Ther ma Tru FiberLlassid and Smaatli-Star Nominal lSUM; 8 &quoENon- lirnpacr8quot:Opaque 1213f12022 No Yea NO NIA Ca6egory: panel Vtialis tWri945-835» pE818S2 (352y367-2528. Cat.gorllPanal Wells- t,330)522.2329 Pe-4340s ;813}7g7-s555 Ce(agwy: Roping (840)'786-74t1 PE-59168 (954)772.0224 - Composite Edge Fiberglass Single Door with subcategory: sitting .f.d.deicks0d.-hard! subcategory; Soffits nthompsoontgalade.cam. subCategaly:: Asphek Shingles. msticithaw,com Sidalihefs) (In,i;w gi0utsY irrg; XO, OX Or OXO Compliance Methetl: evaluation Report hom a e:crom Compliance MNhad: Evaluation Report from. Compliance Method. evrduetic, Report from:a Continuous Head and Sit oonfigUmtiona) Florida Reglstemdkiclllteoiora U-1c,d Florida Florida Rdplahv*0Arohfiaefo, a Licmaed Florida Florida Regl4teridArohlMot or LicensedFlorda 20 t. Therma-Tru Fber-Claask, and Smoolh-5far Nominal 88k39;0 &quot,Nw.m*aeI&goot;. Opaque 1213112022 No Yes No NIA Proresslonel rrio eat professional Engineer Proiessiondl Englnoer Go to Edge Fiberglass Single'Do r -t m a ssowl g e ...., ..- - . . ... , ..,. -_ - , - , - .... - . , .. , , _, el_ Sid d 5 Inawnn OumM XO O or.OXO BC) ( d n9 raalsl BP oduetdt% ,,, 1 , .,,.. ..., ,.._ ..._.. .. taM524$•drs.Ptptl6"+iic,, _P „,,; ,. _. . :.. w _. ,. - F ..:.... ,,. _, ..., .. ,.._ .... - .._ -. __.. _ attic=RII&jFa Lees;'. <, r . ., ,,.- . ,,; . , .�. •..: , . .: ": r:: , : `. -,,. _. , ` 21 u. Thermp-TN Fbar-Ciassrc and 5mooth•Star Continuous He dSiIco configurations) Head an 9 ) Nominal $burghs. 12/31f2022 Na Yes No NIA QuaillvAssurance Approved far Use Aparovad for Use. ... knots Design ... ,.. :. ,., -. ,,,;-:;^W .,, ,., ^ ..,. ,. ..,, Cualily Assurance _ .,-.,_„-, - ,:. A--df,rUee Approved To, Use 41 '�fo -. _ t� ...., call Assurance AMirovedfor Use (rooroved for Use: P49JaL1 in le Do r with Composite F-dgp Fiberglass 5n91e Door with Edge 8ggg Product Model. Number or Name Prodict:Oesdloflon ConbractEzolrotbnDate esPo an nNVHZ outside NVNi R t e pr sure Sao N Product ModN-Numborar Nenn Product Daacnpnon. Contract Data mNVX2 Outside NVXL RosMarx Preaaura §ffiE .Product model Number or Noma Product Description Corarad.Exoirafion {sate in.HVHi Outside HVHi R rs. as nt Pew sdelae(s)OnswAngfOutsvangXO, OXaOXO 1 CempiankLap,dkig fiber- marittopsiding 1213112023 Yes Yes NIA NA 1 3bquoc2T&quutSoft Vem.r6ciidVW8ofit 121312023 No Yes No NIA 1 GAF AsphaltRwFShingles Fberglanminkreed3-tah,laminated. 5•ianand t2118¢022 No Yes MJA NIA Continuous Head and Sill configurations) 2 Hardeolank Lap Siding deer -cement lap along 121312023 Yes Yes NIA NIA 2 b: &oud;Allance T4dquot; Sdrd Venter Sold Vinyl SMR 1=1f2023 No Yes No NIA hipfitlge asphalt shingle. 22 v.. Therma-Tru Fiber -Classic and SmopttrStar Nominal 8&#39^0&glxr,Nonlrlpact&quoin Glazed 12)3112022 No Yes No. NIA 3 pbqud;Oreanbrlarvinlege Beeded8#39; Soihr. Vent or sold vinyl Sofa 121312023 No Yee No NIA Compotire Edge Fiberglass Single Door with 4 d aqud:Milquo±,.Sill Vent or solid Will Spirit lznl2o23: N. Yes Me NIA $Ideite(s) (I rimmaglOutsNing, XO, OX or OXO Contln�OUe Head and Slit Goinfiguniboina) 5 a, ,Cheder OaltBquW;: Bo81t Vrntar: 12i312023 Vinyl $61still No Yes N. NIA 23 ve Therrtha�TYu Flber�lasslCand Smooth -Star Nominaf8&#8988quofjNon-I rrgnedBrjtYol Opaque 12131i2o22 No Yes Na NIA e aunt f. Squd;Super Span&qud; 6okit� Solid VmtnrSd'd Vinyl Sdal 12/31202?: No: Yes Na.: NIA Composite Edge Fiberglass Door Panels with Vented Sldeite(s). omiWngloutiswhn9 XX, XXX or 7)m Configurations) 24 :hi. Therrrro-Tru Fiber -Classic and SmDothStar Nominal BBdA99,D $quoYNon-impact&quol.Opaque 1MI12022 No Yea No NIA - Composite Edge Fibergiase Door Panels with Vented Sidelill Onawingl0utswerg; XX XXX or XXXX confill-i ins) 25 y. ThilmnaTru Fileer-Classleand Smooth -Ste r Nominal 6&#39y8&quot;Non-mToct8quct: Glazed 1213112M No Yes No NIA. Composite Edge. Fri lam Dow Pa nets With Vented $idelite(s) OnswAng/Outewhi XX XXX or XXXX Florida DepartmentofBusiness & Professional Regulation Page I of Florida Department of Business & Professional Regulation � Page 1-Mt Florida Department of Business &.Professional Regu lotion Pag.:1 of 26 z. Tharma-Tru Fiber -Classic and$moothi configurations) Nominal 8$N39'08quMNan-Impad&quol Glazed 12131=22 No Yes No NIA Buildin Codes and Standards g irlit 21 Building Codes and Standards t 82i721 BuildingCodes and Standards lW021 Composite Edge Fiberglass Door Panels vim Vented S clellte(s) (I nswAngroutswing XX XXX or XXXX Product Approval Applic Milan Detail Product Approval Application Detail Product Approval Application Detail configurations) 27 za. Therma-Tru Fibar-Classicand Smooth -Star Nominal-6 fifg:88iquokNon-Impact&quot, Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with 3&#3g.0 Sideide(s) OnsrvinglOutswing; XO, OX a 0XO conflgumhons) 2* Em#a'ar Pali PP3 Dec.P,dm DdS Coda Pre t R}lg plus Date Pehdirm �g coda � Jig ,Date Dome Porl Die -_r... zb. The ma Tnl Fiber -Classic end 5mootii.5tar Nomina168d730,68quot;Non lrrpad$quol Glazed 12t9112022 No Yes t,b NIA. .I4J2s ve sir 8D :narulacturar -."ci- ndneer&Utnaae Mdddwd av CMaa3 E M m VaGdalM ,t�Q A oval ;'�y{gygQ Sfetus -' SYgq jttl5lEt1 Manufacturer 't Enaiir.erd Lrc.nsa Vagdabd B6 SS�34, y $apB,g�p P SC Approval. Anvrovee gtalue Two Version Ulcrufachn u Contact a act err-m.w:aucas. Validated By Validated suhmiitee Fae.Aonmvai Apatwad slalus. Compositep Etl a Fiber lass Double Door with 9. g .. ,. Revision 202dd4/2020 TAMKO Building Kern -. Koh Eden Ruben Nieminan Jahn W. Kn.zevicn, PE 05292020 0111R829 12 52020 Approved ApproY Rents do 2020 LsV: Tin rip. tlb Thompson A nkedUfM ompsm. .4 p ... To Christman 2dd a 'R. Priest Steven M Urid PE Y.N 09 7 02 d 02 0922202d fat 57182 2 520 20 Approved App Re sort 202 os M Pmd pt FI "da- dN Products ire. S fAarN Jones James L Bucker: P.F. even M Urich. PE ^Og272o20 Ogf25129zo 1oA4202o 12J182920 Approved 38#39;0$idelitae-(Ins4ving10utsvnn9%OXXO' configuration} Category. Roallng (417}824-E844 PE-5&16s (964)172-6224 .. Metals Company .(TA11 i C913)248-3459: PE-74021 (l'i`n 317�8g54' - Category: Roollha f904)783-8400 CBUCK Edg'neering (717)317-8454- 29 im Therma-Tru Fiber Classpand Smooth -Suer Nominal 889390&quot;Non-Impaot&quint Glazed /213112022 No Yes No NIA Uric auaCatepgry- Underlaymada kem_eden�tamkarom Category: RoDlIng. trnY�goreele eooM9.cam SubCategoiY•' Roofing AccagsdriesiNetareaq olartaflamco:com PE-31242 Composite Edge F/Outsbeg sa Single Door with 38#39;D Compliance A:Cvae,niii .Rspon porria aubCategory: RooAng.Ascessaies that ale an Integral Pad oflka Rooting System Side te(s) (Insvvng(Outsvdng^ XO, OX or OXO Floridas Brad Archkepl or:.e Usensea Florida Integral can onhe Fixing :System Compllanc.Method, Evaluation RePodfiomA corifi conf(inal ens) ProfeRegissional Prdess reel Engineer Compliance Method'. Evaluatlort Report a Florida Registered Arehitectar'a Licensed Ford. 30 zd.Therm@•Tru Fiber -Classic and Smooth -Star Nominal 88#39.08quotNon-Impsct8quot;. Glazed 1213172022 No Yes No NIA --. .,. -, ;_: ':.<. ;;-,_ ,. .-, :. - ,; ,_. Ford. Registered Architect or a Licensed Ronda Professia,el Eeneer Composite Edge Flhsrgleare Double Dow 4h P(dH262S-itaPt, .. ,. ^ _ fs-;: ,_ , c "- ,,,: ,..; s:. ,. , . s ..._ ...::, ". ...: � ,, .;, ,,>... ,':.. ,.,, ,, _ - - - ., --,. ., :: .� :_ _ ) -F. -. ofesslonel En sneer a 9 P ' 15 .Prenfui s ' -` - _ _ - - 38at39'0 Sic elites m.wa . IOutW ^ OXXO ( n9 9, Cpnk urabon g ) ,. SJ:# Prndud Model. Num6morname OWIIN Asa-uranca Product Ceacrl-flan Cardracl`Exoiratian bale ApOfverr lln-raved /ar Use M in HVHZ aulside RVH2 Resistive tar a mil. Pressure FLiHta j,(L - -._ "'. _.-. ,. -. = -- :_ - _..' ". < - _ Ouat AMlrovedicr Use Approved fix I,,01tej pirshat 31 za. Tnerma-Tru Fiber-ClassicandSmooth-Star Nominal 78#39p8 uot;Pion-Ion ct& Shaker q r>a Audi 921312022 file Yes too N1A. .. QUdlty Asxurailce Armrovedfar us. Approved for Use k�l Psilgl! so_oA Product NorlY.Nrmarorar Nanw Excitation a Product poadnpnat Contract Excitation onto -Rststant MVHZa )j1 XYNz. Qlrroiao XVHL Pressure prost Series Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Underlaymerds:(HVHZ) Roof undanayments for use in Be HV,a 0629t2023 Yes No NIA NIA Seek: Producithimud Numhlawlilame P,.dud 0esgdothn Contract Ezolrati-n Dab yg-HVHZ Wall Will aas¢taia pdilg� 3 3-FLAMCO.BrNot;RV 10 Rlego VentBquot: Aluminum Ridge Vents for piMJted roots fabricated 121312024 No Yes rid NIA Ooorwith or vl/thoUt 18#39,2$Idelta(s) (Insw'ng/Outswing X Oat°. XO or OXO Wrisdetions. 1 TAMCC Flat Top Oti-Porlrye Vent With Beftofor Re 26 ge. state roofventirator with baffle . OM,i 026 Yes. Yes NIA MIA from 0.025'Aluminum - configurations) 2 TAMKO Roof Underizyments lMON-HVHZ) Roofundedaymants for use In F BC rim-HVH2 OE2912023 No Y. NA M/A 2 TAi Gooaanack Vmt 26lf% 09/0912M No. Yes NIA -01.525 jurisdictions, 3 TAMCOOff-Ridge Roof Vent wrltli Baize 26 ga. static rocfventilatw with integrated bark. OOM2026 Yes Yes NIA NIA 4 TAMCORound Top Gi Irile dge Vent with Baftfor e 26 gd:.fall c.of vedllafor with balks 09/0812028 Yes Yes NIA MIA Florida Department'of Businessand Profrr Professional Regulation S g Building Cates and Standards Product Approval Application Detail 3115l2022 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DotalI FAA.1 aft iAnp21 Florida Department of Business & Professional Regulation But ldi ng Codes and Standards Product Approval Application Detail pagei as 1r12021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1252022 Code io Manufacturer IYga Version Revision 2020 Loma- ttgnat &91Yac{ Enoneeraumnsa Vaadatad.By Kauma Jalb James SWIclor, P.E. Steven Umch, PE Y ems � " nil Date Pendinu. s Fee A,,-[ nragnatatl _Wt¢tdilsg 4 1 1 232020 i 232020 11292020- �@ &;lisle: din FBC A` n e rip i� Menufacturar EnE 8LiDerise �Y U. wC Awryroviel. s Iltet S+�49n t� Y �eL4, FA §Z; n --2d Sdral ROMin Andaradn Ronn W llnnMm EvaW lion G W Walser Revision 20 F'(u0 c 11/032p2d 1ip022029 41/0512d20 rMud g &y App Code :Manutaclurer Engineer& License Vafidatad By Dale b i SC Approval Sys YaLetsp gsg�t ,�IIQ@tgS1 C Aooroval Rel±lslpn 20 0 Global Protection Product. LL-: ion fir n Wafter .Tiaa� r. P E. John W. Knszav Cn E 09 8 0 09 �0, dr2o 2 C. T Ro 115p A. J W t P !0 202 /0&202 'I.O10 20, , Date yg13tt4Y3i §ii31g$ 21 : 0 e 1 t 512. 20 Approved pp. tl FL#62t3;3-fish t Revision code Entitv�C BT Manufacturer Conta �t jn r . alidated :By 2D2C1 License POLYGLASS US our er A 1±1t y,Alp t, ,jOlin vll, Category: Roofing S95423315SOSmaipertQpolyglass.cooRobert Niaminen Knezevich,PE Subcategory: PE-59166 (954) 772-6224 ��g ,� ]� li t SublAitied Pending. 10/2612020 t0/2?12Q2L] FBC Annroval 11f01 2026 )a�tg Status Ci>! r0 W Approved 12l15J202() Category! Roofing SudCategory Rai Acaessar+ele that. ere an Integral Paraffins Roolln 8yelem llan Method: r calm ce Me tl @larva ion RepCn epma FlRoorr�Regis�red roliect.oraLkensedFloridr g (501Fg836163 PE-31242 (717)311.8454 kidleyalomanco.com- Pltrxaia.Rlx, Cabpary: Rooting BubCabgary: Rootng_Tlles Compliance Method: Evaluation Report from a Precut Evaluation Enkb - - (8o±)38D-sd91 Saiwicaz LLC; (206)964.Ois0 mcoitlAindelsol�baral.cC - -; ..- ., - ': category Snuffers SubCategoty::3tarm Panels: compliance Method- Evaluation Report a Florida Registered..Archl¢actora Licensed Florida ProfessionalEnginrrer PERi9aTti-h6-.RFoddet (954)689-7545 PE-44167 (954)7726224 tim.mbinsanr�gppent:cam •'- Undedayments. . - ,- - Jltl �_ ^ - ` - phirtguia: - -. - = .. -.;: „_ , , . :: �. '. :. . - _ ,_ :_ _., CualNV Assurance Apnroved tar Una Apgrayad for Use Impact ) ,.. _ _ _ -- Compliance Method: P Evaluation Report I 13pr) a Florida ect Registered AFCI11t2Ct or LlCenSed Florida Professional Engineer - saori Romad Manor Number or Name 1 Oeck-Air-'i DAd orTRMBufk Gads-lu'r DA-0 - -' ' - u GUaaL ASBtlraMe Pradi ,ggynjpggg Cgntrac't expiration Date Len anicall Potty rind tnapieske, RCM VenI 12/102025 mechanically Attechsd to pyvgod Deck;: - Abar+ayed for use ADaowetl for ilea to HVHZ Duly ad HVHZ No Yes - an nazi .4A319B RaslstaM PARSSM No 197G7-97fi. Dal 1BSiSlate., 17. 16. 19 20 27 Product ebd,L Number orMout Sax n N n e, t Old English Country 61et a II y a ry � g Thatch camp, "pad Swony600-Stale. Shake Split Shake 3expnyBag- Slate , Shake Bnmp Bpid. Shake Serony 700-4hake Siaedemp;$plk Shake Tsaiiiany .j.sE7anaBhaka, Bleb tramp, Split Shake Te)a9 Espana learcelma Product Dascrici Contrast Expiration Data. at 1e- 1 112020 Fl Pra I]enya CD 2r3 Flat. Profile - Stockton: CA 12t34l2020 , . FiefProfib- Riolto,GA i2131f202D Flat Profile Stockton;. CA f21312020 Pmgl Rlaty, CA I2f312020 High }&gin. Piddle - Katy, TX 12Pa12025 InH Z Pie No: No We No No Outside HVHZ Yea Yes Yee Yes Yes Yes Resistant f NIA MIA MlA. MIA. NIA M1A lfieaeLs NIA NIA NIA NIA N/A NIA S e Prctluet Modal. Number or Name 1 20 Gage Galvanized Steel Slqrm PanehtFiVF1Z 2 24: Gage Galvanized Steel Storm PaneWNHVHZ Quality Assurance Product QBsprinitWn Contract Expiration Date Ocp Corrugated Galvanized Steel Storm Panals retained 12F31i2022 or not by tracks to provide hurricane pfcrepticn, Corrugated Galvanized Steel Storm Paill retained 12/312022 or not tracks to provide hurricane. Protection, Y P P Approved for Use Approve for Use i HV Outside HVHZ n HZ u de H Yes Yes No Yes lIDB� P.48i6u Resistant Press st urc Yes N!A Yes MIA FL#6269-R31 Products 26 Wit, L- Prols. - Katy. TX 124112020 No Yes MIA N/A Quality Assuranoe 6Q2rove4f2r Uee Agj=ledior Use. Jgil Design Seq A Product Mai Number orName Product Description Contract Eiiiffj fort in t1i Date -Outside tlillill Resistant Pressure 1 Polyglass Roof Underlayments Ropingunderlaymerlts 10/21/2022 No Yes NJA +NIA!-622.5 1 Polyglass Roof Undedayment-(HVHZ) Polyglass roof underlaymenls for use in FBC 12/232023 Yes No N/A N/A HVHZ',ilriadfgtlona, 2 0l as Roof U oa. ent n- v P Y s o title s drier Pd lass foot undid eurtsfor use �1223i2o23 No M.. con. f HZ) Yg aym ,. . Yes NIA •NlAf-U225 1 FBC non-HVHF JtdedkM.iiuns. Polyglass Roof Unde%ayments (HVHZ) Polyglass roof underlayments for use in FBC17/23/2023 Yes HVH2lurledichicins. No N/A N/A Florida. Department of Businesi Professional Regulation Building Codes and Standards Page 1 of 1 1252022 Florida Department of Business & Professional Regulation Building Codes and Standards Pagr 1'ef I 1172D21 Florida Department of Business & Professional Regulation Building Codes and Standards Pepsi oil f1rr021 2 1 Polyglass Roof Undilli sments(non-HVHZ) Polyglass roof underlaymerds, for use In I2P23r2023 No FSC non-HVHZjud.dlo1-, P i I R U Yes WA -N1A1-622,5 Product Approval Application detail Product Approval Application Detail Product Approval Application Detail ass oof nd o yg -xiiems m-, Polyglass r- underieventsla use in -7l23f�an Yes No N/A - HVHZ junsdidions. 2 Polyglass Roof Undeft9r vets (non-HVHZ') Polyglass roof undedaymergs, for use. In 121231,2023 No Yes NIA +WAF622,5 . FBC htmHVHZ judgdidons, 1 Pal lass Roof Underla ents HVHZ P lass roof undid martts for use In FSC12123J2023 Yes No NIA W yg ym (HVHZ) VI-iZ air. A ' HVHZ.ryrisdidions. 2 Polyglass Root Undertayments(non-HVHZ) Polyglass roof underayments,for use in IV2312023 No Yes WA-N1Af-6225 F6 mwlp HVHZ jurisdictions. We Entiiiii .Do% Cats' Date Pending. 2a T e Version Manufacturer Contact:' End Mier&.License. Validated SY Validated 8hinitted FBC vat Anpfn to Approved s is isf 20 All scan S h er an G Rsv on 20 American Shut s d lass Mke: ar bier F L. rtar P. B b rank Ben do, Tr Br P.E. .1 Troy stop. 1 512020 111 IX28/2D20 W1 0512024 1 512 20 "�11 202 Approved Category; Shutters (561) 712.9B82 PE•0046549 (954)947.0880 Subcategory; Storm Panals mikeb@allamerkanshutle Compliance Method Evaluation Reportkome rs.cwn Florida Registered Archttectora Licensed Florida Professional Engineer tdi4.786ai[t3PrbUUet3 - - - „ � 'li n 'al 5a # Product Model. Numb�rwName. �� - .- ProducC !Description Quality Assurance proved for Use porn r.Use Cbntraot EKp ration pate In Hyk¢. Outside.HV i. vde H I H _ imoed. Bsgtail R®a€also Pressure t 1 24 a Galvanized Sesel5torm Panels g 24 a Galvanized StealStnrm'Panels g 12/31202 2 Yas-. Yes Yes /A. N Florida Department of Business & Professional Regulation Fage1 v2 Florida Department of Business & Professional Regulation Fail.4 Fri Building Codes and Standards n01a12rRi BuildilgCodes and Standards d114P1o31 Product Approval Application Detail Product Approval Application Detail Srggs Eat0t2 881R Sets p ate Pandlim Sbov Pstx Date Rangina. Psi€ jypp, Version.- .Manufacturer 'fnlaltagt Eiipbraer&Ltcenea- YalWated :&, yal,aated., iggq FEC Ap-mwal Ap-rowed Status us lk YMS4M. Manufacturer S-ggtgtr PrraNreerA License Valldatedtly. yattdazaa ,.autimN aCtee funravel: Approved Status. ReNslon 2D25 MlTek Inc, Erin Walden ICC Evaluation $arNce, LLC iCC EvaI(laUaiSalvko, 00I112021 08110/2041 Oen 22021 App raved - ' Revaron 2020 Weyerhaeuser a iduA n'. ftrb e.. n ICC EValuahp Servka. lLC Ian Lehrer P;E, 02102i2021 10/13f2020 0210V2021 Approved. Category: EMUCurel Canpwieits t952) 85&8639 LLC Category Strdct ratCanppnerits. 253'9 4-6478 idea) 3 M { }. 2 (. } 2 Subcategory, TNss Plates. eialdenCrNfoin 1205)592.0509. su&detegury Enghieered Lumber Rabe11.6eidwin@wey.M. Compilanca Method: Evaluaticn Repel{ from a Conl].I ance mscul -,all- Report from e ..a,,- Product Evaluation Frilly P cf E+mluaW Entity eL#219RRa Prmtinks... - ;,I'll I :: ,,. - .;-- ': PI:d8427 n1.Y.iMs - _ - nee Qrisot Approved far Use Appoved far Use oaal De61rn1 Quamv Assurance A-aravad for Use Approved far Use IQ.B�1. l�C Sap 1l Product Nodal. Number or rPafle rail Product Descrlopon 1;Dft1'aet ikdratlorr Date In HVXz Outside HVHZ Real&mnf Pressure anh bradudt Model. Nt.__sr rwc.lL_-_: Product O6aCFlodon Corarapt Eiaflratidh Date M VMZ H Outside HVHL l3gtttlta[8 Pressure i-o.[4A.-CS. I M18AHa 18 ga. -high. sta"th truss aonnacter plate 12/3112022. Yes Yes MIA NIA 1 rt�,d�prA%tm LVl. r.",1 in Lamineted Veneer Lumber 03131=3: No. Yes NIA NIA 2 M188H8: 18 ga:. ..Par high shongth.uuss connector plate 121312b22 Yes Yes NIA NIA 2 3 P`� PSL LSL Perelk it�'end Wrnbar 031312r723: Lanvneted Strom! Lumber Np Yes NIA MIA 3 4 MII 7s MT18HS 16 ga; truss connector plate 12t31f2022 1a ga: high' strength truss conned. pieta 12/3112022 Yes Yes. Yes Yes MIA Hok WA MIA 4 llmhc'�.nd +1 Rim Board o3r312o73:. Structural Composite Lumber or Oriented&trend 031312023. No No Yes Yes MIA M/A NJA NIA 5 fAT20H8. 20 tie. high strength truss connector plate 121312022 Yes Yes. NIA NIA board Porn Board 8 TLi B. MTia 18 ge.'truss 'cannsool-plates 12/312022 Yes Yes MIA NIA 5 yleyerlieeuserRkn Board Dmicte l Strand Board Rim Beard 031312023. :Np Y.c MIA NIA 7 TL20, MT20 20 gatuas ccnnectopiate, 121812022 Yes Yes NIA WA gads lantity, or ,pglg a patirwitaft .2" IY➢! version Manufacturer -t Folmar&.U....a Correct E VaBaated as VBHtlNee: submitted 't a F CA.omvai 9P.Cf8,*g gd3Wa Revision 262D Alpine Stuart Leidia fee eveivaeon Service, LLC William M. Ranierl,.PE 1rJ V2(320 40122l2020 1IA 2020 II A)M020 Approved Category: structural Components (321)710-3377 (407)601-1917 S.1,Cenegory, Trues Plates sie.1saii1piiieitvr,com Campharrce Math.& Evaluation Report hem e Product Evaluation Frilly QualRy Assurance Approved for Use AAiravad far Use limped pas n seek. Product Motlel. Number or: Name Product Description CoitraptExaballon plate In H1M1 odsldeRWHZ fass15lem Pressure 4 ITW BCOIA ke Higher strength (H &am ; S) Whil Connector Ple 12131 24 Yes Yes NIA MIA 2.. ITW BCC/Allcxw Hinge plate McMI Connector plate lVal 024. Yes Yes NIA NIA 3 ITW BCf31Alpine Truloc Metal Connector Plate 1213172024 Yas-: Yes MIA MIA4 ITW 8CO/Alpine Wave Metal Connector Plat 121312024 Yes Yea N/A nl/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approved Application Detail Page 1 of 2 9rzs2D21 ale Il a )fig 29-8 Daft .Portion ,cle(g. INZ Version Manufacturer, :contact link -&Clean., vcudii ay. validated. Submitted. FBC Approval Acm »d Slate. Affirmation 2020 Alpha:Alumhum, Inc. Jose Sdya Luis R. Lomas Steven M. Vrkhi PE 1111 CV2020 11162820. W2a292d Approved Category: Pend Well, i4ori 509200 PE-62514 47171, 317 a454 Subcategary;stets clphaafumiriuminc@ ho Compliance Method: Evslusdot Repot from a o.eom Florida ReglstaredA1.1 it.et or a Licensed Florida P,onisslorai Engineer ,&AA Product Made Number or New 1 Alpha Aluminum 801d$amp:VenfodAlumindm Sethi emu Ump;„Waod - - - P,d,,t Descried- AklhaAldminuin8o11d&amp Vented>AdumInum so%iv emu &amp Wood algv Assurance Approved toriise Approved for Use Impact rd: Etairatlpn Dale HVHZ at fLi a t61�;' Qylsidit 3@s:.--Cit 'oTla12023 No Yea No MJA Wits or .00. Data Me Pandinn pig 1 actury IrgM vane-n Nr91lrL_ n E ear & license 59063gE �gl_ V irdat ." ed ev I FBC Ao-over Validated ag4mlg2g BggfB-44 rSigtiS Revell 20M Commercial' Cencrote, Prtld tame: Gillis S RWen sill Samuel A. Greenberg John Huy 12/182020 12I162020 1229R07A ring FBC APpn Cabgwy: 9nructural Components fall 3)E59-3707 PE-34245 (382'}588-5311 101catoill Products Introduced as.a Result of precastgetarlRytili pm Neu Technology Coripilanw Magi Evaluetlol Report from a Fiodde Re9 latered Archil-i or a Licensed Florid. Professipnd Engineer Pl , - -, ,. • , e!iXr3 {rdliets : , r ., -I" y - ,_ Quality Assctrancre Agaroved for Use Aoprbwd for Use Impad Win Product Metlet)Number or Noma: Product Deserltlan p Contract p-ku at lrMlgn Date. inhiHoutside HVHZ Registrant Presatib. Pr 1 QuaGn/Precast orCommercla Ccrerete Products Preoasrand Prestressed Concrete Lintels 0512SM24 NO Yes MIA NIA August 10, 2022 O N C_ N O _ C6 O O -r--� U -o L Q O 0 _= V � � W Vi-�a! N -0 O U O r0 ._ .� _a C O CL - = L O ^' W O _ CIO U_ O .W Cn a)L O 13/'� O L . � .� /� VJ C- 4 Z W J c17 E-i O CN .aV1 'Q = rr 0 -= W Q C.9 0 M. r =C cc V " N -� = >e M O N -O - " � to N = -< r-r CV o = N B; 1'. .>- W.,.-r °C 39 1. y . = .� C.i Y = or �== 1N M. 0 E N O a La i N w cn a) E -,.., 0 zCIO � m M > 0 O L. 0. illaiiii U a�.=3 V 0 <t L a- ^' W 0 W M< F- O L W Q W W Z J Z Q Ja SHEET NO, PA 1,1 Florida Depanmant of Business & Pnatessional ffeguladon poem eil Budding Codes and standards IIIIW s Product Appro"t ApWication DOW a* e"Hwer Bela. a* DaePeadae grin TOM Wroen Ws"Phdurer comas. Ends orati"a" Yalwabo By WB4hd iabnatad FSCAWMe W Aserowd elm - Affirmation 2g2g Polls Corpore00n Joe kwonBend) Mmowemdopdr demeeLBvolumvRE.4 07714rMM 0771s2C20 07mr1020 POPMAd comearyr Wndomw Robison MomfecuWADW.1"on CSUCICErmgM"rig 8u1,Ce"Mr. al Hung (8411 MI4M (N01) 4g'14p27 0aTP3e"e MdbW* C6M$CDoe Marker L*Mg PW wocluo"Pro"Goo Ih.rom Approved uW A a1, mom Prodeae ModAN"aaerMaW RVHAror 9oUde m Pa."" 1 Soda 100 Him P!eRotmorpWangh Hung " Simple Hung Wbeow(42• x72) 0141I 027 No Yet No +301-MO 2. Series 1=0 High PerWnmmw Single Hung Vlrbl High Perbmrnrs simple HungTWD 0001=1 No Yes No +60/.w CorcpodlsgZ ■a&1 W) 3 .aeries 100 are Is HUN Mnyl Single HUN Tdph CGnposte(100'172') 0102027 No Yea No +4GL40 4 Senn 1=0 area. Hug VIV6INIs Hung TAP19o"P00h. tier- 83.$) 0312W027 No Y" He -Wall 0 8eriae10120ampsKure VkMSla�leHWpYelpGump"Ile(aW:Fxnln 00i1312077 NO Y" NO +36d36 S $Wm" h020$ire* HUN Vinyl Sego Hwp 17WnmCOmpWNa(7Tx 0661) OSr1312027 No. Y" No +3am33 7 $ee"10r208ngis Hurg my Sape Hung TOOOCO"Q$e(10W K51-51 00n8rAn No Yee No +par-W a 6erree 100 Orgle HUN YlnAvinple Hurd WilftivWx72') 0611712077 No Y". NU +"1m35 41 $omn 1020 Slrglo HUN Vbyl.Wbgk Hung Window ties' xeN-1m) OM13f2027 No yes: No +UtLn 10. aM" 1020 angle Hurl VOryI SUMS Hurd Wintldr(30'xaa.ttz): 00HOM" No Y46 No +806M 11 Seri" 10120 MgI&HUM Meryl Skde HungWlrow(,Wxsr') WM7MT No Ye, NO +36G86. 12 Sad" 1012081NISHUN WMIAWbgh HMmaWmNw(alPx72') 08n012027 No Yes No +86416 10 Swiee'I( Aamen Hung Very)WinesHung lien CmnpooftV2'xOW) 0W1P812027 No Yes No +BaI-36 14 80461MBINICHUM Vinyl Okas Hump NO CornDOsga(03k'x03:6`) OW1027 No YM No +36135 10 Sem" 10120 argk HUN VeM Single Hung lien 00VOsik(".bm'. xVj WIT=? NO Yoe NO +3W.W 1a Series 1Q=single :Hung VmylSWUM Hung Tien OdmpoeMe(72"x 77) 08r18120l7 No Yee He +40140 17 Seri" 1020argWHUN MrOdFixed WahSimple Hung RankaN(106'%M -1D10612021 No YM No +Warms amolkAnswo AgOeasoli C1W At-wd Far U- bum OWN ,$4Mg Proem lb" urabywManr I 1"Ryn cullaido Wig( prodows 1 180 Series erThermulpr or Finorr"nOrAvolml High VW No Perlormwn" Single Hump (4-, x M 1115M M No na No +NIM PeHoMWMSegle.HUry 2 1W aenw orThermala,orEncon"n wMemW Hale VhM Hyn Porpnnmaa Simple HUna him OQr21rAM7 No Yea mb +51V5) PeWermMOWBegle, Mpg COmp0el0a (T7%S6.112') S 10 Series orThermsstorw Fmcompsek drAranrlSimple 4pr)A sego Hump'Mpe COmoo"(100'9 M 00ISM7 No Yes No +4" HUN 4 1M Stiles orThermrWrar Onornpa"srnvand Simple %W Bhgie Hump Trlpk C4mp"6e(107 xSLVl a$r23g027 No Ys No +33135 Hug Florida Deparsnentof Business & Professional Pagulatlbn Pas i el l Budding Codes and Standards 11116 C22 Product AppMvAl Appiil ", Oft pal, f%� Ofl gi! ,ir7m Wh n MCWargh"t o"10 a13"mra YalMelad Br .wpm ebbeb AflrmsWon 2020 Pep corporation J"HoydM Wand) Mmilowend Door JM1esLBuclamr.P_EG M71400M M142020 OVIIIN2020 APgomd 00lperyc Wndo" Robhoon Menuftom,A3azlpien CBUCK Engireenng arrbCWparyelbrbeHddaider (841)I214M (W)4a14PW 6"Okkero M~: por"Collon Mark W L*N Woov dudapproxel®pb Ile.aom "`itmi814b d" :II rear' d 90AL& alMrma A,- d mar U- Amngod for U" lmum OWN ABLE Product Pohl. W mba orWame produstamfloti0e�(i fj8(6xebarlen Dab In:H4W2 .. Ouiblift lNE adowOj proeeun 1 awkisi R0ationewirgbW 'AMA alone Vftow(CO(or 1D, 78.1rr xOn M1270203 No Yes No +3" 2 $045010M aiding Mrilia r MWOMWIM VAdow(Oa(or NO, 734W x987) 03128(2028 No. Yes ND +W o a aei" lC=SIW1nq VWndmN VflMS88MMndow:M)lWxWj OW70ma No Yee NO +W)-W 4 $ere" 10120 along Window Vlayl SMMrg VbWow(XCX, 108`xW0') 11947r1020 No Y. No +35.35 Florida Departinant of Business & Pri6aslonal Reguladon Budding Codes andStarldards Product Appimp4ral Application 0sioll Aql of 1 WIN= gmk Eel Dmix now bee PraaM !1"M! Vow MONOWMf End"Watiaene. YNWIW fUr LSD. 4WIVAI rd FROAeanarxl A00f0*0. Ift" Atrn 2091 PONcorpwWOWn Joe Hieden$Mdl WlndoMr7srJDW LE-Lumplli'L.0 07.44(20M CT114NO20 Qr1224011 APPMWO Cory: W doom Robinson MWnyrWapep:Ammielllan (601)V"466 aubammo.Yr. awe Hung Wi)1214= Ow"NA" M4uwd: Cwwcsoon Marker LJW% PW 4pwLwApp ovate AIMA 20duArl000• Caarod mrelnrbn Dees AmesseliftlMe Ao Induftwe -,d F, U- load 9 an" 1 Pow 10.aerlp Stripe Hung W Ahw 3r x 9W Mnyf Nark mped Single Mxd Window DB122PW No Y" N1 +4w-40 2 Pay 10 Seri" angle Hung Wr4ow sr: W Vinyl Norr4mpord apple Ibnp MOW DYM WO22 No Yes No +401-48 a PW 10 Senn am ass Hung Wmdw be -or Wy Non -breed akgis Fong Window umv.022 NO Yea No +30.60 4 Pap 10 Series elm& Rime Window 48- x 77 Vlnyi Non.Impeal Shpk Hump Window 0710112022 No YM Me +M-M a Peso 10 Series anpk Runs W ndow Wx or Mmyl Norm,impaol single NUnp WhIl w 08422am No Yes PM +ssr sa 8 PON 1080rl" Sings Hung Wind- W x77 Mmyl Not"N"dBhgk NUN Whr)ow 07000" No Yee No +8ry4q 7 Pew lO acres sidle Hump Wwow 02-1Wx W*Mnyl Non-Im otainglo HUry Window 10r1712d23 No Y" No �AW450 `,!?id48sW8+Ma�Piiafahld , malkaumm ha AaormMdIN, M- Aonnrd For U a 1maMs LYallm a" PrododModel. WhMr arlifew, Piodwarmst4wim in HYFIt 0,%Wb WJHZ 9L2istagl hossymo 1 Pala'10 Sell"arlgle, Hu no Wndow W x87 Mmyl Nonlmpaot Simple Hung WWW W2212023 No Yea No +40i140 2 PONID WHO angle Hung Window W x07 Mmyl NUMmpW Shale Hung Weduw, 0/510112024 No Yee No M0045 a pea In aeries Single Hung Wm6W 4W xOV Vinyl Non-Ibpadaingle HungWUMgarm 061000020 No Yee No +rQQI$(1 4 Pale 10 SOME Sinak Hump Wndor W x4r Vinyl NW4"mM Show Mang Wlrghm 022=3 No Yee No +851-06 a Palle 10 Series angle Hurl Window 42.1(8'x 30r Vinyl NOn-IMP,"SPple" Wentlaa 101174M No Y" N2 +401-e0 Florida Deperrmard of Business, & Pmfesslurial. Regulation Irape+'col Budding Codes and standards amIMM Product ApprOYAI Appikatigar Datad Florida Depardnentof Business & Professional Regulation Paps m d1 Budding Codes and Bta x*ds WHOP= Product Approia l Appllaatlbn OstM TM- 11Yitibh Menueduror to Eo ow&uses" vaiwowAr WadrY! aoJladtMd FBCAeoraimal AADN 004100 AtIrWWpn PgNWCproorown Joe HeydenBeodl Mmkiit Vid.Door demdsLeudmer;PE.0 0711412020. 07)1412CM 07l2M2020 ApOro"d co)raerlf Wndowe R001noon MMu4aourerAoeoai9tlob CBUCICEnBbKerrrig aubCseaaye Filed M41) ml4 om (6a1) 4514192f Mdbad: Cer03ollon Memn W 04rnPly"a LJs0n9 dOMil® aPPrdwPW 1*-wm Ile rem awA&Lkua dii AMorr..dWU- Aoum& AM.Um lowed nomm gag PredWr model, Mur"eratNorm a !ate6,161166 HYM l oah"M fto 1 some etas Vvryl Rod 0,4 W(W x7e7 0Tn302022 No Y" Mo 28r-20 2 Well,I20 VbrslaAdlemxbw(108-)tW) OTnWI= No Yee NO +251-28 a aerea 1080 ^. M%4FMdWindow(HO'x WO) 0TMIlWd22 No Yes Nor +60.60 ,. 9 allivAtlMaaM ! AmnkW d W Um lglalaS ! tBoLE Pmdea *OWL Y Mbr or Nam. Pooddommodid M MVNE duels. NYSE A" p� 1 Sam�e.10r10 V1449*6eId"(W X To) 0705MO24 No Yee NO +8W.23 2 Serles low Mmkll Ind WWOW'(106' x64h. WM&2024 No Yea. No +2111620 9 $erha 1020 Morl Find WMdyw (00' x 601) 07n4=4 No Yes No +01L6Q Florida Daparanera of Business tt Profeaslonal Regula*m Pete 1612 Budding Codes andstoridardg 6MAX s PnxW Appro"I Application Dolled Florida Department of Business & Professional Regulation Budding Codes and Standards ProductApproral Application Detail "I di WHaem2 N N 0 C Cn O 0 L �' 0 L 0 LL ICU .D 0 C0 0 Cn '('D^ Cn L QICU 1� -0 CO E Z 'J 1 Lei 0 W 0 ^ s.L CL oft Elders? 171 .aft Dole Parse Qft ijpSt Wnbn Mo-j"Wor EAdW al.:eeru VWkip"Br V*Wb" MCAOorax•M AA00(6 AMrmwdpe 2020 PON CoTorision JoWHw"nftw WnagivodDopr dines L auolumv, PE. a CM40= C7r14MM 071202020 AVOMMd craeerr. E*rbr Done Robinson MM lawn rA3edo181bn CBUCK Erpineeft aMICabWalFMemo .Eftror DoXAMer62w. M41)1214= (551)4111-0a27 Car Rook Edhod: rAeMoMlon Mork or LWmg PeWrodudaPPmral®Pe ile.0om Id2dd�le drdr' � 1p:dwm k.i li AYE 111" 2100 gas Pftdd Maur, MurrbanrrNaae C60tdmm..kdtwnobtb In MM ahlbHM Aosism pvftb o 1 8eA" 1020126aMM2tpl"s over VlrM244ne11CX' Sllebd mere" OW (W 96') 11r80r2021 No Yes N7. +2$125 2 88m"1N2pr269Ndlrg©NasWor VbryaWVIV Penal. rb"'o'noor (SajeIICc 84-ilSrlb` WrAM012 No Yes orb +N6u3a x 81-7f2) a $eNee im2s Ming GhpDoor VInA 24*W 10Xr Slone Glen Dow VrxW) 1004=1 No 7" No +3am-3R 4 Seri" 1020126 wing (likes Door VW Simple Penol. F190I IT Dow(Slgallk. 47-10% =26=2 No YM No +20u26 56.1129 - - 4"Mor1"aaws AeoraxM Fee Oes Ao6re"d hr U" ]MOW e Pra mod No". MurMr of Nam "Yes ou6Ye HVNL 11110i lam' 1 sea" IN or Enromp"a or^wv srN8g owes Door Vhyl 24 amel %W skMp Cane OWor (WIM x ON2402031 No Yes No +28-w Sim a5 2 earn 130 or Emoampen-orAvrmtlak Glan Door Mini Skpir Pane FL-d'C"Door MINIM, 3s117x 02fica 34 No Yet per +4040 61.112') a Srreeilli Eriompm vrAwnt1aldMg Ghaa'Dopr Vla024bne'OX skid Glow Do 07-42ry 00103=9 NO Y" No *wk% 4 eorles 180 or Erroomp"s orAve" Wllrpv(Now Door Vb0 Or& PMei fmpdro'Door(8r?e8047-Vr x W1012032 No Y" Pb +25'23 . g84/2� p'f iiaai " Rraelmr Medd: Mumba of Nrnr 9saldrAMepme Aaarused for 11" A"neaW ill, U" IM990 Pilled`. .$ �. DratfaetOrolCldlPlig3la WMVH2 CnuwdbNONE 121WOrPM 1 earles 100 or EmoomPpa orAwmO OWN ON" Door Vlayl 2.Pertal"Wr Shyers lases Door(Bbirr K GWW2031 No Y" sib +23r-2a C 2. 8erles IN or EmommlMse orMwntl EllmrrQDlWDoor %IMI almgle Pemei Fond-0-Door M101%3s12x 02110M032 No Yee No +4W40 CV .fl 81-1121 8 ewhnlmor EnmmPaee drAvm'm0814d3d.(Ne7dDoer MW 24%v* 1= abed GIM 13W(772421) 00r24 M2 No Y" sib *3616M 7e W esy i 4 acmes 1M or Ermnpiew wAkinl alkltrp.Ohm Door YW single Pane FWW'D'DPorffkoele, T7-IFOIN7012082 No yes W +261,26 o G t0 Gi N 'G m X +� C i. O- ts Vf .fl ®(= Z N d �m 6 � N � -E eu tj Q � tj'3 40 its y of � C f/f C3' O C7 '♦'naJ' nW� W U) cz 0 L CDL August 10, 2022I SHEET NO. PA 1.2 U Cn C6 U a--• U N0 - � • Simpson Strong -Tie _Tie 2Q20 FBC Approved Products Updated l r3_.orzo c ® Sim son Str rig-i 2020FB pprowedProil Products Updated 12raa o � Simpson St ong_Tie 2�20 BC Approved Updated t2r�or2oa0 Simpson Strong -Tie 202� FBC Approved Products Updated 12arzo2n � O L - For direct links to 61 SST approvals llsled below, CLICK HERE For direct links to all SSTapprovala listed below, CLICK HERE. For dltCt knks to all SsT approvals Ieted below, CLICK HERE. „ For direct links to all S,4T approvals listed below, CLICK HERE ��111 W 0 _ a Fa- ditlone ma r ad I Information and FI s t hide ApprCo oval i.. kr qt a Product o a temp a Mam-Dade nt regarding e APP SYs-. -� St v an Ca to Notrceof Acca rice NO c CK HER E Y P . (. A) �,d_ -For additional lnfamatronr ardinflald s3talew6ie: Prcxhict.P, roust- emend Mlantl-Dade ntNotice�of-Acceta eg..._.9 a ... PA � GbU cu ce tJO CK HERE. Y P n. ( A). n Foratlgttlonel lrifonnattonr ardhFlondas5tetewide:.ProdugtA roval5 emand.Mlaml Dade Count ag.. . 9 PP .Yet rdotideaf Acce lance f3 CLtCKHERE. Y P tN A). Fa addlUorrel informs on-rardN Flano sState ear. etA rear- tam d NNarrd _.tl e9. . 9 a wrd. oq c PPov. Sys an Dada:Caunty -1d c C K e dtoeofAc eptancatNQA), LIc H Re. ._ V cucu FL#23M-R7 FL#10446-R6 FL#14456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3• (a U) 9116"and heights ranging from 4-5116" to 11" Concealed flange W � Sea # Product Model. Number or Name Product Descdatlon Sea # Product Model, Number or Name Product Descrption Sea # Product Model. Number or Name Product Description version (HUSC) available for models havingmdth equal to or Q 1 Titan Stainless Steel Concrete & Masonry $crew (ITN -SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33 A34, A35I A44 Angles 1 BT, BTB, BTH Brick Ties greaterthan 3 9fi8". C 0 ..._ L 2 APA21, APA4 APA6 APVA21, APVA4 APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12' IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 Q_ C 0 3 AP844, AP644R APV666, APB66R, AP688,, APBWR, APB1010, APS101 OR, APVB44, Outdoor Accents Post Bases 3 C514. C515, CS18, CS20, C822 Coiled Straps 5fB" and heights ranging from 9.114"to 16". 0 LL _ FL#95ti9 R6: APVH44R, APV886; APS7H66R, APVB88, APVB88R APV81010, APVB1694R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3i63-SDS, LGU5.25-SDS Face -mount hangers (a 0 +� � M 4 APDJT2.-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R.4, APVDJT2-6: Outdoor Accents Dock Joist Ties 5 CTS218 Compressionffension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (� 0 Sea # Product Model. Nun beror Name Product Descrotion APVDJT2R-6 6 DSP; SSP', TSP Stud to Plate be 15 LUC26Z, LUC2102 Face -mount hangers . _ 0 1 SDIO112DBB Outdoor Accents Conn eck,rScrew 6 APHH45, APHH4$R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2,6A, H3, HIS, H7Z, HIS, H16S; HIS-2, H1'6-29 HurricamaTies 10 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- 0 L_ 0 L 2 SD9112, SD9212 SDI0112, SDI0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents Land T Beam -to -Column Ties 8 HGT-2, HGT 3, ROT-4 Heavy Gird er Tiedowri 5/8" and heights ranging from 3" to 10-1Sh 6' 0 3 SD9112SS, SD9212S2 Strong-DrlveSD cto Conner SS Screw 7 APLH24, APLH24R, APLH26, APLH28R, APLH210; APLH21OR Outdoor Accents Light Hangers 8 HS24 Hurricane Tie 17 MGU%63-SDS, MGUS.25-SDS, MGU5,50-SDS. MGU5.62-SDS, MGU7.00-SDS Face -mount hangers ((f�U '0 +-+ 4 SDCF 4 4 CF r; 22 3 , SQ 2211Z SDCF22614 SDCF22700 SDCF22858 SDCF22 014- 1 Stron _DrUe SDCP Tim r C Screw g _ be F 8 11 B LZ Brick Veneer Ledger Connector 1D - - - - - HSS2 SDS1.5, HSS22 SDS3: HSS2 3 SDS3, HSS4 SDS3 .Heavy Stud Shoe. 18 MIU series hangers Face mount hangars Available in Widths ranging from 1 9116 to 5 SDCF221134, SDCF221334, SDCF271958, SDCF2723358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3 HST5, HST5 Straight Straps 118" and heights ranging from 6 15116" to 18-112 . 5 SDCP22434, SDCP22512 SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24; HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100SDCP221134,SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQISKTZ.HTSQ20KTZ Heavy Twist Strap 20 SUR,SUL,SURC,SULCseries hangers Skewed face -mount hangers ,available inwidths ranging from 1- 6 SDHR27400, SDHR27614 SDHR31400, SDHR31614 Strang -Drive SDHR Combo -Head Screw 12 D$ Dry Wail Stop 14 LFTA Light Floor Tie Anchor 9110" to 3-WIS" and heights ranging from 3-1118" to 13514". 7 SD525112, SDS25134, 5DS2520QSDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12:, LSTA/5, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500: SOS2560D, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; on lyacute flange is concealed. 8 SDS25113SS, SOS2520086, SOS25212SS, SDS25300SS, SQS2631.2SS Strong -Drive SOS : Heavy-Duty,Connector SS Screw 15 GA1,; GA2 Gusset Angles 17 LTB20, LTB40 Bridging, 21 U series hangers. Face -mount hangers available in widths rangingfrom 1-9116'to 9 SDWF2716, SDWF2720, SQWF2724 SOWF2726, SLOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8 H10A.2, H1 OS, H14 HGA10 HurricaneTies 18 LTS12, LTS16, LTS18,. LTS20 LlghtTWstStrap Wand heights ranging from 2-518" to 11.1/4". 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tledown Straight Straps FL#10007-RS 19 kasiz Knee -Brace Stsbil¢ar 21 MSTA9, MSTA12. MSTA1'6; MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, M5TA49 Straight Straps FL#10$67-RA 20 L30, L50, L70, L84 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 'Straight Straps Sec # Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MS7C48B3, MSTC66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST136, MSTI48, MST160, MSTI72 Str*htStraps I SA series hangers Top flange hangers available in wdths ranging from 1-9118" to 7- 2 ATUO5, ATUD6.2, ATUDB, ATUD9:2, ATUD9-3, ATUDi4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSI2, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist:Strap 1/8" and Heights ranging from 7-118"to,30". 8 2 BP 12 BPI/2-,3. P5f8 2 BP 18 3. P314 d B o . B , Bl'31 3, BPRTUD9.4 Bearing Plates 24 LSSJ26tZ: LSSJ26R2, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSS;1210f2Z Field:Rdiustabla Jack Hanger 26 " - -' NCA2x10 12, NCA2x12 12, NCA2x8-16, NCA2x10 16 NCA2>c1216 Bridging 2' DGBF series hangers + „ Top flange hangers available ininndtYie ranging from 3-a18 to 7- 4 CNW318, CNW112; CNW51B, CNW3/4, CNW5/8-112, CNW314-5f8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2 37, LSSR258; LSSR210-2, LSSR410 Field Adjustable SlopeablelSkevvalale Hanger 27 RCWB1'2, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to'24" , 5 CTUD55, CTUD85, CTUDW, CTUO75, CTUD76, CTUD77, CTUD67, CTUD88, CTUD87; Coupling Take-up Device 26 LTP4, LTP5 Tie Pletss 28 RPS18, RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 W to 3- CTU098, CTUD99 27 ML23Z, ML242, M1_262, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nub 28 MMH8 Roof Tie -Dawn 30 SP1, SP2, SP4, SP6, SPe SW Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from I -314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC HingedRoofConnector 31 SRH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26 2, MMLU28, MMLU28.2, MMLU210, MMLU1211. MMLU139, MMLU1311 Face -Mount Hangers 32 SS1;5; SS2.,p, SS3, SS4.5 Stud Shoe 5; EG5, EG7, EG9 series hangers Top flange hanger, available in widths ranging from5-114" to 8- 9 TUW38 Take -Up Washer 31 RSC, RBOP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122,. ST21'15; ST2215 ST6215; ST6224, 5T6236 Straight Straps 718" and heights ranging from 11"to 32.112',. 10 URS3 3/S' Uplift Rod Run Tiedown System 32 RST-3 RnofTie-Down 94 TB20, TB27 T830 TB36, T842, TB48 T854, TB56; T660 Tension Bridging & EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod RunTledow n System 33 Ri•C22Z, RTC42 RTC2Z, RTC44 Rigid; Tie Connectors 35 TWS10, TWB12 TW614 Wall Bracing, 1/4" and heights ranging from 11.114" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS.series hangers Saddlehangers available in widths ranging from 3.1/4"to 8-719' 13 URS6 3/4" Upl'ift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB1060, WB126, W6126C WE143C Wall Bracing and heights ranging tram 8-1/2" to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips S GLTV series hangers Top flange hangers available in w dths ranging from 3-114"10 7- 1fS".and heights ranging from 11" to 37'. FL#10441-R8 FL#10531-115 9 HB-series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". So # Product Model. Number or Name Product Doscflbtion Seal# Product Model, Numberor Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7W 1 DTT2 Hold-down Sea # Product Model, Numberor'Name Product Description i CBH2.37x55, C9H2 37x7,63 CBH2.37x8;75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDCI Df4, HDOI0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTFseries hangers Face -mount (DU, DHU) and'top flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available inwidths ranging from 3-114"to 8- 3 HDQ8; HHDQ1 I. HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L SDS3 Drag Strut Connectors available in widths ranging from 1-9/16"to 3-9118" and heights 718" and heights ranging from 7-112 to 37'. 4 HDU2, HDU4, HDU5, HOU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118"to-23-15f"16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" ta 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS HGU5;25•SDS; HGU5.50-SUS, HGU5.62-SDS, HGU7.00-SDS, HGU7:25• Faoe mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8, LSTHDSRJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42-2, HHRQ411.81,. HHRC44, HHRC5.25f3;25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU8,00-SDS 13 HIT series hangers. Top flange ,hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518"'to 7. 9118" and heights ranging from 18" to 26"_ 8' MPAI32, MPAI44 91rap.style purlin anchor 6 HRC9 61, HRC22 Hip Ridge Connector $18"and heights ranging from 5 5116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3118"to 9 PAIS, PA23, PA28, PA35; PA51, PA68 Strapstyla.pUrlinAnchor 7 LRU26, LRU28 LRU210 LRU212 Rafter Hanger Sr HHGU5,25-SDS HIGU5.50-SDS; HHGU582-SDS,HHG1J7,00-SDS, HHGU7.25-SDS, Face mount hangers 3-9/16' and heights rang ng.from5-318"to 13.10. 10 PAI15; PAI23,- PA128: PAI35 Strap -style purlin anchor 8 LSU26, LSSU28 LSSU210 Light: Slopeable/Skewable.0 Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available inwidths ranging from 1-9116" to 5- 11 STHD10, STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS550110, Face -mount hangers 112" and heights ranging from 3.7116"to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down ID TC24; TC26: TC28 Truss Clip HHUS7:25/10 version (HUCTF) available for all models having width equal to or I.! 11 THA29, THA213, THA218, THA218.2 THA222.2, THA413, TRA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mourn hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426. THA422-2,THA428.2. 118" to 6-lift" and heights ranging from 4-314"'to 15-314"- 16 HWP series hangers Top flange hangers available in widths ranging from 1.9/16"to 7- 12 THAI1.81122, THAl2 06122, THAI2.1122 THAI"222, THAI322 THAI3522; THAI422 Adjustable Truss. Hanger Sized for I -Joists Concealed flange version (HSURC; HSULC) available for all 118" and heights ranging from 5-318"'to28". 13 THAL422, THAR422 Skswed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed, 17' HWPH series hangers Top flange hangers available in`aidths ranging from 19116" to 7- ® ✓' 14 THJA26. LTHJA26, LTHMA MUIMple Truss Hangers 8 HTU26i HTU28, HTU21OrHTU26-2, HTU2$-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-318"110 32" 15 THJM2-4-SDS3, THJM2-S=SDS3, THJU28, THJU26,W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in wriths ranging from 1-WI6"to 7- 1S ITS series hangers Top flange hangers available in widths ranging from 1-9/15'to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2' and heights ranging from 2-7/8" to 19.14'_ Concealed flange 518 and heights ranging from 9-118" to, ,16". v �. M 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for -all models having width equal to or 19 JB series hangers Top flange hangers available in Wdth of 1-9/i6" and heights V ell 18 VTCR Valley Truss Clip greater than 2-9f16". ranging from 5--318" to 7-14' };m:"4 a 10 HUCQ1,8119 SDS, HU001.81111-SDS HUCO210 2-SOS, HUCQ210-3-SDS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights o �- SIDS, HUC0410-SDS, HUCQ412SDS HUCQS 2519-SDS, HUCQ5,25/fi-SDS, HUCQ610- ranging from9-3/16"to 13-118". H SDS, HUCQ612-SDS ar C*4 w cu c m � � d' 'ra lC as eu � co y, to n C? • � - Products Simpson Strong Tie 202U FB.0 Approved Products Updated 1M%12020 P • - ... Simpson Strong Tie 2020 FBC Approved. Products Updated 12 0 upda a 2/3C1l2i)2 • ®Simpson Strong -Tie 2U20 FBC Approved Fr�luCtS uPdatea,zrso/2o20 • - Simpson Strang -Tie 2020 FBC Approved Products updates 12r30rmzo For direct Inks to all EST approvals Gated below,. CLICK HERE. For direct links to ell SST approvals listed below,. CLICK HERE For direct Inks to fill $6T aPProvals listed below, CLICK HERE. For direct links to all SST approvals listed below,. CLICK HERE. For edditional informationregarding Forda's Statewide Product Approval System and Mani-0ade County Notice ofAcce ance ... ,. For additional information regarding Flodda!55telewide Product ApproveJ System and Ma ' -Dade County Notce �Apce tance(NOA?� COCK HERE. F. ddRona inf ms ioregarding Florida's Statewide Product Approval System Ma -Dad County NoticeofAcceptance tNOAt.CC, For additional infamaton regarding Florida'sFlondas Statewide ProductApprvvai System d Mam-Dada County Na-de of Acceptance (NOAL . , 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FLM 1468-R5 18 SIZV1,56, SILBVI:81, VLBV2.06, S/LBV2,37, VLBVZ56, S1LBV2.68, 51LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to f5-1W: S1LBV3;56, S1LBV3 62 SLBV4:06; S/LBV4,12, SA-BV4.2&, SILBV4--75. 81LBV5:50 6 Strong -Belt 2 (ST62,:STB2-4SS, STB2-6SS) Strong-BokQ Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9r16" and heights sea'# Product Model. NumlMr or Name Produ. Description 18 SILTT20, 801724, 5/HTT14, HTT4, H175 HOldotvns steel and Types 304 and 316 stainless steel ranging from 9.3116" to 13-119'. 1 HHUS210-3, HHU00=4 Joist Hanger 20 EJMSTeo, SiMST72 Straps 118 mil (10 ga) 7 Titan HD (THD=H, THD-HMG, THD-1-148S, THD-1­16SS, THD-CS, THD:CSBSS) Then HD Heavy Duty ScrewAnchorforconcrete and masonry 2$ LEG3_ 1.05, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HR58 HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head h carbon steel and Types 304 and 316 718and heights ranging from .9"to 33-117'. 3 HUCO210-2-810S, HUCQ210.3SDG, HUCCI510-SD8 Joist. Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, orwlth countersunk head in carbon: steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to'32-1/2" . 5 THGQ2-SDS3, THGQ3-SDS4,5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4-SOS8 Joist Hanger 24 T9D22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-811.6 0 5- 6 THGW3-3, THOW3-4, THGW4.3, THGW441 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (iHDB25158RH, THDB3715&RH, THD37212RH, Tien HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9 114"to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFOD, PFDSBaeries hangers Top flange hangers available in width of 1.911V' and heights 10 Wedge -AI) (WA) Wedge -All Anchor fortrrasonry ranging from 3-3I8" to 7 118".. FL#11473-RS FL#13WA-R5 27 RR Ridge rafter connector 28 WP series hangers Topflange hangers available in wedths ranging from 1-9116" w 7- Sea # Product Model. Number or Name Product Description Sea .# Product Model. Number or Name Product Description FL#16230-RB 1/8' and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDQ, CCQM4.62-SDSHDG, CC1QM5.50-SDSHDG, CCTQM3,62-SDSG-, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SOSG, CCTQM5.50-SDSG, CCCQM3.62SDSG, CCCQM4.e2-SDSG, Sea # Product Model, Number or Name Product Description 3 HIS, H16S,H18-2 H16-2S Hurricane Tie. CCCQM5S0-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete ormasonry FL#10860-R5 4 HETA12, HETAIB HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive.for masonry E 5 HETALI2, HETALI6, HETAI20 Embedded Truss Anchor ECCLLQMD4 62G-KT, ECCLLQMDS 500-KT, ECCLRQMD3.62G-iiT, ECCLROMD4:620- 3 SET'-XP SET-XP High -Strength Epoxy Adhesive for masonry §01 Product Model. Number or tiame Pmduct Description 6s HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STM Strong -Bolt 2 Wedge Anchor for masonry }ri le 1 ABA44, ABA44R, ABA46, ABA46R, ABA06 ABAWR Adjustable Post Base 7 HHETAI6, HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMS.25, HGUM550; HGUM7.00 HGUM7'.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44; ABU44R, ABU46: ABU46R, ABU5•5, ABU5-6. ABU65 ABU66 ABU66R. ABU88 Ad useable Post Base l 8 5 LGT2 LG 3•SDS a LG 4SD53 T 2 T d Girder Tie own 4 - -' LGUM26 2, LGUM26 3> LGUM2&4 LGUM28.2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers. S , ' Titan HD (fHD H4SS THD-Hiss, THD CS6SS) Titan HD Heavy DutyBcrewAnchorfor concrete available in 304 Heavy - Duty ABU88R, ABU1010; ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3 LGUM2104, LGUM46, LGUM48, LGUM410 or 316 stainless steel with bell tread, and 316 stainless steel with 3 4 ABW44Z, ABW441RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 A04, A04R, ACE4; ACB, ACOR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, MEfA24, META40 MSTAM24, MSTAM36; MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.12/9:25, MBHA3.12f11,25, MBHA3.56f .25; MBHA3.5619.25. MBHA3.56111.25, MBHA&66111 88, MERA3.5&14, MBHA35S/16, MBHA3.56M 8 MBHA5 50f7 25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry ^ r V ) 5 BC4, BC46, BC4R, BC6, 5C6R, BCS, BCS2-214, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50f9 25 MBHA5.50111.25, MSHA5.50t11.88; MBHA5.50114, MBHA5.50M6, 6 CB44, CB46,:OB48, C1366, COSS Embedded Column Base MBHA5.50f18 ICU 7 C88O44-SD52, CBSQ46-SDS2, CBSO66-SDS2, CBSQS6-SDS2, CBSO88-SOS2 Embedded Column Base 6 MSHU3.561g.25, MBHU3.56f11,25, MBHU3 5&11,88, MBHU3.6W14, MSHU3,56f16, Masonry Beam Hangers FL*fSn7-R3 8 CC ECC:, ECCU Series Bolted column cape with WI'ranging from 3-1d4" to 9-112"and . FL#1149G-R5 MBHU3.56/18 MBHU65019 25, MBHU5.80111,.2-4MBHU5.50111.:88, MBHU5,50114, > W2 ranging from 3-5/8 to7-1f2" MSHU5.501116 MSHU5ZO118 Sea Product Model. NUM iberor Name Product Description co O 9 CCQ-SD82.5; ECCQ-SDS2:5 Series Screwed column caps with W1 ranging from 3.1/4"' to 9.1/2' and Sea # Product Model. Number or Name Product Description 1 X34SIOI 5K, X1S1016,X1B1016.41K, XQISiDIS, XQ181016.4K #10.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.518" to 7-1f2" I DTT1Z Deck Tension Tie Drill Point /^1 10 11 CPT44Z, CPT66Z, CP'TSSZ EPB44A, Concealed Post Tie Base 2 HD12, HD1;9 Bolted Holdowns FL#13975-R6 2' XL0114T1224 XLQ114BI224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping a..i EPB44, EPB46, EPW6 Embedded Post Base 3 HD36, HD56HD76, HDBE Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTTS 3J4 Tension Ties Sea # Product Model, Number or Name Product Description 3: XMQ114SI2241XMQ114B1224-2K #12;24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LC366 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Ties L9 f SOW22X0 SOW22338 SOW22436 SDW22458 SDW22WO SDW22600 SpW22e38, $trad-OriveSOW EWP-PLY and TRUSS -PLY Screws 9 Tapping Screws with #5 Drill Point and Medium Diameter Hex pp g 14 I.PC4Z, LPG6Z Light Past Cap SDW22634 4 X011451224 XQ114B]224-2.5K, X114S1224, XQ112S1224, X011281224-2K #12-24 Strong -Drive XMetal Seff-Drilling, Tapping Screws with ftfi }� 15 MP844Z, MPB66Z MP888Z Moment Post Base 2 SDWO15450 SDWCIS6DD Strong -Drive SOWC TRUSS Screw Drill Point U 16 P844, PB44R, PB46, P666, P868R Embedded Post Base FLAH3628-R5 3 SDWH19300DB SDWHig4000B, SDWH1gowDB, 5DWH19800D8, SDWH191000DB Strong -Drive SDWH TIMBER HEXSorew a XU34SI016, XU34BI016-5K #1046 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 P(3S44A, PBS46: PBS66 Peve. Embedded Post Base 4 SDWH274000 SDWH2715WG, SDWH27800G, SDWH2710D1)G, SDW 42712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PSV10 Round Post Base Son # Product Model. Number or Name Product Description 5 SDWS1621Z SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 i G44-16. PC46 18, PC48-18, PC54-16, PC6&16EPC44-16. EPC48-16 EPC48-16, Post Cap I SB518x24, S8718x24 881x30 SB Anchor Bolts 6 SDWS19600, SDWS19712,,SDWS224D0,SDWS22500SDWS22512, SDWS22800. Strong-DriveSDWS. TIMBER Screw jlntenor Grade) O EPC64-16, EPC88-18 2 SSTB16; SST620 SST524, SST828 SST834, SSTB36; SSTSI6L, SSTB20L, SSTB241., S5TB Anchor Bolts SDWS22800, SDWS22900, SOWS221000, SOWS221100, SDWS221200, SDWS221500 FL#95320-RO 20 PC4Z- PC4RZ, POW, PC6RZ PCBZ, PCBRZ; EPC4Z, EPC4RZ, EP06Z, EPCSRZ; EPCBZ, Post Cap - SST628t 7' SDWS22300DB. SOWS22400D8. SDWS22500t)B; SDWS22600DB, SDWS22800DS, Strong-Drive,SDWS TIMBER Screw (Exterior Grade) n EPC8RZ SDWS221000DB Sea # Product Model, Number or Name Product Description �a 21 PPB44-4Z, PPB44-6Z Post Base. 8 SDW522312DBB, SDWS2251:2DBB Outdoor Accents Structural Wood Screw 1 DSSCB43 5 DSSCB46, OSS0848, DSHS Bypass Framing Drift StrutConnector/^I ♦ 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS275GOSS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5; FC845.5, FCB4T5, FCB49.5, FC8411.5 Bypass Framing Faced -Clip Connector rV/ / ) SDWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1018, FPHS034B1016-5K, FPHSD3491214, 410-16 and.#12-14 Strong -Drive FPHSD Framing-to-CFS Seif- ` Sea .# Product Model. NumberorName, Product Description 10 SDWV13400 Strong DrveSDWV SOLE -TO -RIM Screw FPHSD3481214, FPHSQ34B12145K Drilling, Tapping Screws Cz FL#10866-R5 1 CMST12; CMST14, CMSTCI6 CS14, CS16, CSiS, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, L8FC6.25, SFC2.25; SFC4,25, SFC6.25 Steel Framing Con ReMr U 2 HRS6, HRSB HRS12 FHAS, FHA9, FHAl2, FHA18 FHA24, FHA30, MST126, MST136, Straps 97 mil .(1.2.ga) 5 LSSC4.25, LSSC6 25, SSC2.25, SSC4.25, SSC6,25; MSSC2.25, MSSC4 25. MSSC6:25, Steel Stud. Connectors Sea #t 1 Product Model. Number or Name FJA FSA Product Description Foundation Anchor 3 MST148. MSTI60, MST172 S/MST23 SIMST37, VMST48 HTS16, HTS20, HTS24, HTS28, HTS80, HTS30C HeauyTwist Straps ,171-015363-R3 6, MSSC425KW, MSSCF 25KW RCKW3, RCKW5,5, RCKW7.5, RCKW3S; RCKWS 6S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5; SCS45,5, SCB47.5, SC649 5, SCB411 5 MSC645.5, MSC647:5 Bypass Framing Slide -Chip, Connector 3 GH46-6, GH46-8, G 1­148.6, GH48-8, GH410.6, GH410.8, GH66-5, G H66-8, GH68-6, GH68- 8, GH610-6, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST21161, ST2215 LSUBH3.26, SUBH3.25; MSUBH3,25 Straps 33 mil (20 ga) Bridging Connector Sad # 1 Product Model. Number or Name AS 18, AS 1855 AS S6 Product Desoto= 18 ga. Truss Plates 8 9 SC532-5197 SCS62-6i97, SCS6251118 SCS82.5/118 - 5CW3.25, SCWS 5 Bypass FramingConnector C - Head•oFWall Slid, -Clip Connector 4 GLB5A, GLB5B, GLWC, GL65D, GLB7A, GLB7B, GLB7C. GU371) Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga: High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8.25; MSJCIO,25 Steel Joist Connectors 5 GL0T512, GBLT612, GLBTSi0, GBLT616, GLST520, GBLT620 Giulam Bearing Plate 8 LTS12, LTS16 LTS18; LTS20 Light Twist Straps 3. AS-20 20 ga. Truss Plate 11 SSS3,518 Bypass Framing Slide -Clip Strut Connector e HGLBA, HGLBB, HGL5Q. HGLBO Heavy Glulam Bearing Plate 9 MSTA50. MSTA36 5T6215, ST6224, 5T9, ST12, ST16, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self Drilling, Tapping O ICU 7 HGT-2, HGT-3, HGT•4 Heavy Girder Tiedown 10 M9TC66, MSTC78, STS236 ,Straps 68 mil (14 ga) Screws W 8 UFF11"DS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MT524C, MT830C Medium Twist Straps 13 XO1S1016, X0181016=41K, X0181214, X01B7214-3;5K, XQ78S1224, XQ76SI224-3K, 410-164 412-14; and,*12-24 Sit-ong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S161.56, SdB1 81, WD2.06, SB2.37, S1B2.56, 5162:68, S1B312, SWZO: S1B3.62, 5164.06; Top flange. Joist Hangers FL#15730-R4 XQ1I4SI224 X0114131224-2.5K, X0112S1224, XQ11281224-2K, X3481016-SK, Tapping Screws SM4.12, SJB4.28, SI64.75, SI135.50 XI $1018, X16101 64K, X1 S1214, X181214-3.5K 13 &6A21218, SBA2.12f10, S/BA2.12r12, SBA2.12/14, SJBA4.18/8, SBA4.18MO0 Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SIBA4;18112, SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete z 14 S1H 1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM 100, GDPS GW-50, GW 75, GW400, GTH Gas -actuated fasteners and assemblies I5 S+HD8S, S/HD86, S/HD1OS. SIHDIOB, S/HD15S, S/HD158 Holdowns 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W PDPAWL, Powder actuated fasteners -threaded studs, and assemblies 16 S1HDU4, S/HDU6 S1HDU9, SIHDUI i Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -i 1 Y SfJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete' a SHEET NO. August 10 2022 PA 1.3 MAMMM PGT Indusbies., hir, PLMICE 01 F AC CMAN Ct z: 1MPAkTAMKT0F"KX=Aj0RY_ ANIMCON MaC=S0tM-tEs0tXK) 1) r VISMI NOTICEM ACCE PIANCE:EYMENCE SUI MUTED NOTICE, OF AC CEPTA NL" (NOA) 1, Evidence =bmitted.=d#r'pmiqus2X0A A. DRAWLNGS B. TESTS (OntiouW) PGTrh*"ft*%#hW' 1070 Technok&y Drke, 1- MmdactureesAie drawillp and sectims. 5- Test'repott on 1) Air Inf4traticn, Test per FBC, TAS 202-94 North V, e nict, FL, 3 4-2 7 5' (Subwiftd underMAN& 11-0107. #4-) 2) Umfum Static: Air Presme Teg, per FBC, TrAS 22-4 S-COM: 5 y! Shd*g,Ghw Door NGAgW,: sheets 1 2- DnviingNo.-AM-5 70.0itideVVir 3) WatcrResiaawe Tea, per FBC, TAS 202-94- Illi$NOAISIX=g=UedUalierthL-Vfb�,&le=lea,and' __'ja_ ��J�'J'VeMjngilhe-we 1 PDE.W_� Ulm. tbw u&,21 of 2 1,.pre-pared. by, manufacturen. dated. 1045115j� with., mvmon A dated 4) LaMe Missile Impact Test per FB C fALS 201-94 �otunmtatimsubinitt,.-dlmbmnreviewed. -��RER�"��SecftmtD 0"5/17, S�W and sealed by A- L3w 5) Cyclic: Wind liremm Loadingper FBC " TAS _94 0 be vn4 in N1UuaiJJa&.,'C'v=ty and Qftr-ueuwh= sUvw-p4byrUAutwity Hwi�* udWWti=,(AM, 6) Foxed Enfty 7�9., per-FBC TAS 202-94 H TESTS -a�A of Viny1'4idiffg gla ss do", pepared -ings Jag= Da&tbuaty),ms em-e the tight t-ohave th" LCL�� 'jqXd� on 1) Tj S tatkAkPiessure 16sti, pa-TOC- TAS 2044 fteshatiC& Te' stiog Lab Inc, T _Fnl& " I iftq�,�Mgaed and iWRL 'WNO� U9 dated ii� the 1) Large, 1p=_ St Mcr T ][U "i, Per . scaled 4*0i90deA.P,E(T 1"*Vi9edon12/M5and02/!Lq6) andtheAMmayimtioi*,-t*va-e-,,-mia&fy, or 5) CY&C.vind llii���Per f K., U003-" 6� Test -report an 1) Air Ih�� T�a, per FW, TAS 202-94 =Spend the use'i6f- -Axh Pro&et Of MaterW'lMithift *ek &ktik* RER resftv�ft the nght to rev'DIM- this acceptme, if It 1% &_U� byNkML Da& CoMiyPSN�rCoakd SeC tLO'U that tha PDdWt CM ankeml f"15% to and r, g2jh� di along Wj&=tftd_W draWMP M Varaoftj"j aliffiW &S'S do". P"ared -3�9,M 2) Unihorm StaticAk Press= Test, W FBC, TAS,2&2-% . by]Fcnestrztioii Testing Lab, 1W, Tea Rr 3717- d mid 3) WaterRedstance Test-, pu:FBC* TAS 202-94- ro -is approved This p duct Asdescribedhezeinaadhasb�endesq Idingpode, to omiplywidiiht.Flozida sealed by ld*= Oftega, R E_ (Tint _f eport Kvisa M 021154 6 an& n2+'l 6) LaW Nfissile lmpwt Test perFBC, TAS,201-94 gpod mcludogthe High Velocity H==neZmv_- 2.. Test ref�qrt 1) -Ax Pff YBC:'TAS 2.02-94 oa Lffiltritio:d-Test- 'kS 203_% 5) CYChC IVJTMd ft!�Mjre Loadingpffr FBC, T DESCRIMON-SiTies-550 770 '%:1my1ffi&mig Gh-S-S Dow (RAnfWre*Wh"9V& 135#CwAws-LMJ, 2) Unffam Static AkTressm Test,perffiC -TAS 202--%, abAg withmadmd-up &zwmp and M"latift diagrata of Vinyl &&fing gjag&dMrnMedr A watcr,"RIed tall TAS M-44- by Fenestration TestM Lab Inc- Test Report No F TL signed andr 9552, dated, OAM 1 through 2-1af 21,prepatedbymatiubckaw., dated 10/05115andi:bstmised on 0261nl. sigaed and seakd by Ti-a-,perM TAS 2rGI_" .5 Y.6-C �JVWr F W. AS 203-04 gM wAed'by Idalimis. Ortep, P_ F__ (rest repiort Mised on M 542016) 7, Test report oil �1) Unifoon Static Air Press= 7est-, per FBC, TAS 202-94 A-tymMiller, by theMaiii-Dade Cau� Froftdcoldrolsez&& per A$�10244 JW_ T IB Aftsk, Impact Tmt perFB'C, TAS'201-94 fjSqLEL I NG_ L WACTRAT LaW a.ndSu"A&,&ik1uqwc# R*,u dr, 71 4:1'rawiop !ad o V=34'M tw& :doot'oeparca --Vt - 3) Cyclic jad Ressuze per FBC, TAS 203-4 Loading ;es�. Im- Test 90*14G_ IFTL dated signed and along marked -up .g&r2rid hist AIMmr' 4 of shding glass door, prepared draWin MgMM r Vinyl L See table I (phe6-1) asid. table 2 scAM'bYjd*M'00 P E.(Test fepWlm'sed oA 0 1 AA10 a0d 021IV2014�- Tmfing Lab- W-1 Test Rqxnt No FTL "-M (smples A byrFeneStration -1 thru A-2' 2), dakd glass "esj siR fiser (-see Ubles -B-1 & 13-2, sheets 7-8) =d =chx1aycW sh"Oqu�reweaiqin I I ffim I 3.. Testre0Mpn-1)A1rhM 'T0skJ` "C TAS 202.�% ff _y.JfttA_ C 11119110, sigmd and s&-kkd b -4=, P, E_ (Submi NW wnd& JX10A Ara. H- I V&&- PVC, Tin #4012413fte). Rigid m"T*idedj=kmin�whjkRliTLdFVCtob-- -P M2-04 2)"OXmStaticAii Rss;=,Test,perFBCTAS #10X04) req, '3) Water ResiMance Test- FBC, TAS 202-" Pff 8 Testieporton 1)Ak1dihmfi611TeA,-=FBCjAS2W2-% 3. Fgress operabk&N3mmz&"m3F6f 4) Large Missilcr-Impad Test per. FW,,TA9 201M 2.) Unifibm StatkAirPiessure Test, per FRC TAS 202-94 4� Pocket wa& unckT separatespprcv4 to be revievm0ky-Buildiiig official -5) Cyclk Wind Load'Mg M FJ�Cr TAS 203-94 3) Water Rniidance, TO, M FBC, TAS LABEIMI�G. Each unit shall. bear it pewmwt label wA the manu&ctareez natw or I ogo-, state and sum and 78C TA$20' A 4) Large Nr=& ImMad Test pff F8 C, TAS 2'0'11-�M '%E=i-DodtCmkntyPro&actCoE&cdAffwved",,noW�hef*uL with''mar. wl�" 4"" "' di w P*_�Ine e2, C W perFBC,TAS �94 P --EWAL thisNOA"becqnsi�aft6rar of phmt�m".'bemfikd=d*erebwbem= Ap. I ­ I byF 'dnb-- jeft Rq_)0#'X6_ M 9547. dated, and M Twing Lak hlc� - - ­ . Fz _per -MC TAS,202-4 I dtviige in the applicAlebud&W codeftga&ely affwfi4 c Ve m&W- se*d by i4ibuis. OrQa' P_ E_(Testlep*�'IL"_ ed 631:0211511 ' -i* drawings- and instl1latiog diagrant of vmyl sliding g1lass door. prpared iiiiiisidate' if theiihasbeinwit �'­ TERAtMAnoNio oft. 1) Ajr_jbfiftr_a" 4i'A 4- Test fqKd Qnr Per FBC, TAS 202--94 byFMe&#'0nTeS�rj" Test, Rq)mt No- YTL 633 7 ab'10C (san4An�A4 tbru A-51 dated PrCdU mWedak, use.. wd* tamiflacwte of*e- ofznYFr0&Ct' lfiMM_�Dfthig NOA 2) Umfbrm�Statk Air Presswe Tostz per FBC_ TAS 202-94 NO 120ilO si�ped and seated by Torge .4L Caim, R R (SWbwiAW undff j -4 No M- Resata=rT FBC. TAS 202-94 3) W�ter I r � I- est�pff #10 70p) 4) 1AW MM'1e1qPrW ADIVERT"ErNMYT-.1"'he NOA.4mber prweded by the� woi& Mum -Dade Cmvly, MAU, aid-lb1towed by the 5) Cythr-1wrind Pressure Lq* - lingper FB ' C� TAs 2o3-94 �C. CALCULATIMS 'I" . L #*=date =yte diVlayedm adver6mg lituatme. Ifanypubou oftheNOAls displayed. then it sh,01 b :6)FqrcedEaftyik4- perFBP?TAS.2,02_N L Autbbr vaffication Mbilat -And structural oomp]�* with F B,C-2014, done in itseatirety- Vff *ng With Maired-UP &AwiOp and- bl�� diWain of iayl Mibg glau drom. "ared d by PGT. &W 12M1150d 15/1 -iAMW by Prepare 'Ust revised, 02i 16- 04 JNSFECJJOIN� Azcop Uy�t��or*i id� 'yof."' -,e2A-4e'K0AAa1jbe ii&d pro 1, ftmw byfozeftrai6n'T� Ub LC Thst-RqW-Nd sting PM, (SabiffW Und0tNOA Na 15-1210.01)� ed�M�at a, Oque auildiq� inV thej b sik Of I d' scaled by, DuMMA6 and-02A1114 P. E, (TO npw%�-' A *�&ASTME Z' -1300�00_ Ibis NOA.revises&"'ntmm'LNOA*:20-0429.05=d c "page* I md evidewepages F-3, E4, 44 M.'L. 4, ;"07 'L I E�5,k E-6 as wenos� approvA &cumotnex6med abom- T he mbmited dm amm"m vma mvie�I)y Ishaq IL C%Bda, PX_ ""4-1 a'amb, PX. "dMt CMabVi U-.t. Sap"'imr P tha*ds P.E. C.26..vrish NGA Na,_21-41205A� N� 21,0"SAJ AN Yapi"tiou PMm, Ap"I 14, 2 0 If 6 r 'a 4jft�. 4,rilI4,r�§1 .10! Ex*jLfimD-sw Apra 14,.1026 ApprerA bit*.. MarclL 25, 1 AW10*1 Dzui hUreh 25, -MI 4 F-2. PGTLuhq!K�M1uc. CGI[Mindows: and D ows-, Inc. PGT hidwtries� 1w. 4NOTICE OF ACCUT-ANCE: EVIDENCESUBWYM NOTICE Of AICCMANM-' EMENCE -NOTICE OF ACCEPT&XCE: E-MENCE $11713M ITED 2. Evidence, SabinlMd =der pi*viovs:s0wftta1 Ei MTM-% C17JUIC-MOM (Contin") Quartm Pa San" §2M Md poa#** g with AM C518 Themal Cenductivit 5. 14 Id y 0L881RTU-Whr--ftA-F, ASTMF 1�4,PWVIR-Pziss, ASTIAD3995r0ky IME gm-fts, AS A. DRAWRqG$; 1. DrawingNb. MD-5570.0 ReVB"tjflcd'__ViiiYjr Sfid' �Gla%])OxNOA W", shects Mg '' '� preVkNS 2190 B�_ Durability�-Nolog­Paz - ("hnrfted under. ATOAMM i�4� ap 1. 'Dtawi-Na. Rev B, titled --vinyl -Siding.G1ass,D00rN6A-4Ab-, sheds, 1 1� �_21of2l. peparedbvmbzmfheturer,�daWIOV5ilS:andbstwvimdon �30-55770.0 through 21of 21 prepared bymanu&cturer� dated 10,b5115 and last,rcviscd on-0241al- Mer, PT OQ2420, si� andscaled byA-LynaMi .6. Quanex Put -Durase oompbft -with ASM CS-19. Ttenrial Conouctivit BTU- y 722 in/ s4ned and �r by A- Lym . MI-liff, P E �hL_ft2 ASTM.rF 1249 WV M-Pas��. AS-D4 I D 143-4 Argon Pam*.'M0&ft.4s.. -ASU4 - E Note 11is:revision -consists replacement of sam eiLsting mstaliation. ww-w with flat head- B� TESTS 2189 LG7-. Purabilitry-No Fo& AMM E, W Dew Point Deveklmrat. -201F in 49 brs. I. Test reports nix 1) Airluffitrati=Test, per FBC, TAS 202-94 (Subinted tinder -NOAN& ft-040.05). 2) Unifiarin Static Ak Pressure Test, Loading per F I BC, TA-S 202794 7- Vaiion Extzusions_. Ltd-r Parts coW4* with PVC-AAMA 303-13, Vokintary'Specification B. TESTS 3) Watff Resistance Test, per FBC,.TAS 202-94 fbr Rigid PolyvmYl Chloride (PVC) Extaim Proffies for Vis-M Extrusions, Ltd -VEX-1 by 4) Large Nhmle Impact Tea per W, TAS 201-94 AJAMA f0pesUVion E:Kt=.wPrqf& CoefjT"Wa NOSrOM f&bMW4 im*r NOA Na 5) Cytht Wind ft%Me Loadin#rper FBC TAS 203-94 �1.5- "0,9 045) C St M��, InC 8- Vision Exftosjona, Ltd. Parts coqp4ing withl"VC-AAM43,03-11. L. N( representative-unitsfisted *kwmdtmtedi-o:qw&cfyDoWS9791'aadDows 9:1983 sx-ficones, (S#bNr1Wed ander NOA A'O. 15-6401" ' Mpared �y IFenestration Te�;ting Laboratory- Inc, Test Reports: No-: 9. PVC-AAMA 303-11, VokWay Specification for Rigid� Pol�vmyl Mon& (PVC) Lxlefim -1" 'E _TALM $U&AN( FT1,7897, PGT PW5520 PVC Fid Window (unit 6 in proposal), dated 09M3114 Proffles for Vision Bc4�_ LIA--NEX-4 by AAMA- Fmestration. Exterior Pmfffe 1. Nhim�D�dt'Deputaunt.i)f.Regubtori=dEconotaic.RewUrce� (REX .FTL_20_2107.1, PC -Shd 'T SGD7SO I UnjaM Mg G IMS DO" �Mtr 7 in 7VOS21) FM-20- Cerh =10 in 2107.2, PGTCA7.40 AbjL ou&wiqgcasement Window (unft s in-propow) Fma- 10- Notice of Acceptance No- 18-1217.14 issued to Emgi Famsftation Sobtion, USk Inc. for E, ALkTERLAL CERITIRCATIONS. 2107 3, _PGT PW7620A Ahum= Fnwd%rmdow (unit 9 in pvpos* and IFTL-20-2167A. their -ran IM40 & light shade (non-wh*) NVWO Rigid PVC Exvrior'Exuadons for I- Notice vfAcoeptance No. 19-0305.02, issaed taKararay -America, Inc. -fbrth& PGT PW7,620A, AA=ift= Fiod %mdow (unk 10 in ppposa]) d,-ftd 67113�20, aM dped expidagon02AW21. -Trosifolt. Ubm&ar, Clear, and Color PVB Ghm InWdayeTe, evwng on 07MPL4 y1dahnis and scaled- b ortem P-E- 11. Notio-cof Acceptan 1"IM.01 ksued to Energi Fenestration Solu, US, Inc, fc ce No tim k' 'r 2- Nefimof.4,cc*t=e--M.17--QE*&0.2i%uedtoKwan Annim, laic. tortheir& Y fficir. -:-Wh*, RW PVC Extm,—" lEx-trit w1m, fair Wladovsand%,ors�'. apitim -series; gon. -YGb5V (Ciear e)*= 3 %Mh aga'%%W) qmkftb g�q!LOTMI_ ic. c-uXUATioNs 16 Ana—ar Vq*94w q�­Ot4 and-- stra� a��,,Cbqpbiiw' 10C 7ft 02a&dS- - 'Ail; 3- Notice.of Nb� 19-1106.10 issued to Vision ExtrusimLimited ft beir"Bro" EM" (2 7.4 dated M 2J2 ptipo" by manufacturer, �004,in.d sakd',b�y -A= Jktoeido Energi SA_Iftc fbt 12. Natidt of qftna Nor 2# _mU their'"];ro"t & kht .$hade V*ioaltO WMe Aliod PVC Ewuwkt Y-Ttratmns. for, Coated Painted or LawktatedlWha-0 Rigid VCExteriorE*01i*16r,1VJhdows ' . I - - I P and,Dpors", expiring on 0913CV24, AhthonyLynaMiller, RE. 2- Glazing coqplies wft ASTME1300-04,40,42. and -16. Wbda"aud Dome. eVifiag M. 9411,012.5, 4- Notice-OfAcceptanceNa- 19-1106.11 issuedtaVision ExtruwasL=dtdf0r.ffiMsMUS -V7E,j" im T' ;m 202 and lighter 11,id CAzdat FN7CExtenjor QUALM-ASSURM-ICE F. STATEWNTS EmWasions. -for Windows and Dbors�� mpiring an 12/29f2 1. Miann-Dadc Department of Regulatory md Economic Reso=es. MM) 1. StateMent_ letter of =&MMnee to, "C 7& -E&d0jM (20"), dated 04,M20, issued by V=ifaftiff signedandsmdedbyAtamyLynaldiller P.E F, STATE]WENTS E. M&T�AL CIERTIRCATIMS 2. StMtM�d k%tt-Cr Of no fin2nCiA interest -and of independent, issued bTinamifacturer, &Ved L Statemimt letter of wfformanoe to 1-BC 711 Edi&n (2020), dated 02MV21, issued by 1 Notice of Accq*ancr No. 1194LIOP-55.#2 issued to Kw-Arar Amerka, Inc. f orth& wlsao *'md mdseakd by AmffwiTL�ma MMer,, RE *led Md gealed by A*hMYLYIM Milff "T4wffolV Uln-adlearCkW,2ndCOUrPN7BGLWInMUyerPtN*iUg.-On 3. Pfitafe iZQ ApeemeW doMjMj'�tWtwe(Mr PGT' dated 03130115 and Signed by aU 2- Private Labeling,,Agfeemmt,dated G3109121 �betwe�a PGT lh&Atrim I=. and CGI 07M9124- *"&ved',pzfti% y. Dean on bdog of Wi�d6ws aM Dom -Inc, sipM b _�Nt Ruaik, P:E., VP. E* I Notice ofAcceptance No. 17-M&IO2 issued to Kura.my AmericAUcj."*their bothOD1141aniES. GU4 (C 157, ezj**�onbl�6�_ lear and white)'Glm Int"Ye, �G. OTHE X -3- N0606, OfAccept2nee No. 19-ILIOCIO issued t; Vi4on Erftd§� Limited for thfir L IldsNOArovrtsNO.Ag,17-,04-10-0i�(PVTw/CGI)md G. arl"Is "Brown Coatied 0?.-&*d or Lazniaated).%Ur Rigid ]?Vi� kxtuw,EXt1rUSjDRS evifing "Ma-1- 1- Miis'NOArrme�s &renews (PlAw/0GI),expim 4a6� gM for, *mdows and Doere. pq)ffmg an 09/30at FER Test pmposak dated 0 11 10M Wo"id by I bundta- P_E�eViring sboql 2. -1he. cmrnt associated PLA CG[f* *2142 04/14a6� 0570L- eviling 4, Notice of AceWaime No, 19-1106.11 wied to Vision Fxtrusions Lizuked for their 041140-1- series '-NT- ION Tan 202 and 11ighter shades (Non --White,) Rigid Celubr I; Ll Exterior ExtruSio]MS fdrWindwws and Do"�-, expfibg on 1'12%� L 11411 'MqM4;.J� Rru&wt Coakrai'llik Sapeni"ir PvodudCanh�l U�k Snftviwr PtadocConfrol Unit Supwrimr NOA No. 21-41MO -Noct"N-G. :I-4,206.0s: EL*rmitni Dn te., ApM,14,1016 "*fio Ploi, A.pril 1,4,10.'216' Xxv"fil# Datez April 14,.1026 !Zj'P1rM E,5 F4 PGT bdoodes,1m. NOTICE . OFACCEPTAINC E:, EVIDENCE SUBMITTED D. QU _ALITY ASSURANCE 1, Miand DadeDepatfmcni of Regulatory and Economic RespWm XM)_ E. MATERLAL CERTMCATIONS L Notice ofAcceptance No. 15-W21L14 ismed to Visim Extrusion L4nited fortheir -White RigM PVC Exterior E%truslens- tor Windows -and Door�-, dated 08/13/15, uwg on: 093W19. 2 16,06 Tan,202 and lighte-r, Shades (Non-NMW) Rig1d'PV, CEvitertor Extra mins� 16r, M%dowws and Dears7' dated 1269'1 3. Notice.of Acccptame No- IS-0552t'15,isswd toVisionEmnisimLimi-ded f"their "Bronm Coated (Painted or Laminated) White RW PVC Extetior Extr;isjous for 'WhAws and Doore% dated 081131.15, expiiiig on.0913GI,19. 4. Notice of Acceptaiwe- No� 1"712.02 issued to ENEFQAGI FenestrationSobtions USA, Inc for, their -TAN 3040 and Lighter Shades (Non-Whise) . Rigid F V- C Exterior ExtriL4ons- for N%,kdows -and Door e dated 0-0115/16- eq 0 ,Won MV21- 5� Notice o(Acceptanm No- 1"7112.04 Lwacd toENER-GIFatestiationSolutions USA, Inc for tbrir'711ronze and Lighter Sh"es of.cap. Coated Rigid IN'"C' E3*flar Extr�s% for U-Indows,and-Diors- 4atcd,09/1511&' ex irin 0411620. p g on 6. Notice ofAccqAa= No- 16-07110 1 3 isstied to, ENERM USA, Ir� fictheir -White Rigid PVCtx"- E xtrw4en s for Wind ow v and Dom i-i dated 08IM7� expfiing onMM& 7. Test aToit-s_No(s). MM2-79AA), 10-06-MO527,,535753-09.,,Vff.-ASTbAE-94, ASTWD1929 and ASTNO-0 5, issued'by EXOVA to Vision Extruman for.celhilosic f SuAmiffed under AIJOA Alm 11-81#7.1#4) 8- NoticeofAccepta= No. 14-491611- -Lqwd to Kur2ray Ametica., Inc. for their "'Seum�yGWO (Clear and White) Interlayee, aqnnn on 07['04/1-8- -9. Notice ofMceptance No. M1117,01- issued to KUMMY America, Inc- fbr 6& "Trosgen Ultzackar, Ckar andtoler PNrB InterhyeW, expuimigon, 07M/19. Y. -STAXEMIENTS 1. L Statement Letter of caafomm= with FRC-56Edition (M14) and Ft C-601dition (270171 usued by maaaactum� dated 0944117, s4W & W21e&by Lynn Mler, PY_ 2- Statement letter ofno:fmaacial intcrest,� dated 0,M). 7, ism" bymanufwh=. siped & SC21ed.by Lymn MiUm ?_E� - 1 Letter. of lab compliance, part of the abovc.t,est wports. 4�. M— Test Proposal No. 17-0397- dated-05�05117, *ied by Ishaq Chanda, RE L Notice o(A.;-ceptauceNo. 15-1216,01, �SWd t0PGT-IndUsftimfbrtj1&.SedeS "557 01277r Vijkyl Sliding Gtw, Dow (Reb&rad) L.AU-m: 0q)=9 on OV1*21 7 Z 4 n1 1*24�L CUNAM, M. Pisdimi: Cbmtral Unit Snp"w NOA IN-16. 2.1-4 2 0-5.0 3 1E.Wrat60'Dow Awill.4,20126 Apprwii I Dite: Marel 1-5c,2q2I -6-1a (D C/) —00 > 0 CL CL 0 0 co -0 Cn a 0 Co - co U) C: 0 C �5_ co C: 0 .0 — M L1_ 4— 0 Co > Cn — Cn _0 a) Cn E L_ Co 0 C:)- CU -0 "'o a — Cn < z z W Mi rn� C%j C= C%j > LAJ rL cc r— C= M C-) C11 >< 0- CZ4 U� C= C-A CM W E C2 cc CJ co E Cn E > C) > L CL 0 CL L) co M 0 LCU LU Z z CL SHEET NO. PA 1.4� August 10, N Cn +� > U MIAMI- MIAMl-DADECOUNTY N � C. p O ba;AaumPRODUCT CorrTltox, sEc�eio» Cast Crete USA. LLC Cast -Crete USA. LLC Cast -Crete USA, LLC O s" Cc -0 a` DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C - -� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 (786) 315-25r F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEP'li'ANCEc EVIDENCE SUBIVIITTED NOTICE OF ACCEPTANCE; EVIDENCE SUBiVIITTED V � Cn � ca NOTICE OF ACCEPTANCE (NOA,) 3n .miamidade.eov/economy CIO ill -0 U .O Cast -Crete USA, LLC L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL �# 12-0109.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � � � -L N 6324 County Road 579 A. DRAWINGS ` A. DRAWINGS A. DRAWINGS C 3-O e eFlorida33 S 11fn r, Flond 584 et, it " heet 1 o I , I. .i?rawang Nr�. FD4612, titled Precast and Prestressed Luitel D a s , s „f , . rr ., F 4 1 -titled Precast and Prestressed Lintel Detatds sheet 1 v 1. Drawing No D 6 2, .f " . » t d 1r ed Lintel Detail heat 1. Drawing No, FD4612, titled Fracas an Pres ass s , s 1 of � .— � .,,� � b Craig Parrino, P.E., dated March 24, 2003 .andDrawin No. LT4612, titled prepared Y P 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. ,r t, rr 1 dated 03124103 and Drawing No. LT4612; titled Cast -Crete 4 , 6 & 12 O 4— CU � O > SCOPE: „ ,� „ "Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets 1 through 3 of 3, prepared by „ ., ,. LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets 1 Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all -- Z3 O O s` N i` This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. PP g g .. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both - through 3 of 3, prepared b Craig Parrino, P.E, dated March 24, 2003, last g P P y g prepared, signed and sealed by Craig Parrino, P.E, on 08119114. tan +� CL -- to O co Q 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 I1, 2008, all signed and seated by Craig Parrino, P. on CU a--• �, � � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS .� (�) I. Test report onflexural lexural 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 ASTME-529- 4, prepared C. CALCULATIONS ALCUI.ATD Section' ' Dade County) the . . (In Miami ad Co ty) and/or AHJ (in areas outer than Miami Dade County) reserve the right to have _ '1 signed and by Research Laboratories, Report No. 3a404A, dated 041 0103, s gn 1, None. _ _ - r Cast -Crete pages ' 2 I. Calculationsfor Cast Crete Lintels, dated081i912014, pig s 14. 01 through 14.236; this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 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 C. CALCULATIONS . D. QUALITY ASSURANCE . . . ace this acceptance, if it 1s determined by Miami -Dade County Product Control Section that this product or material , r ed Craig 1. al l lions or Cast -Crete Lintels dated OS/2.91'03 2U� s .ear b C C cu a fpages, prepared y g D. QUALITY ASSURANCE , . 1. By Miami -Dade County Department of.Regulatoryana►Economic Resources (RER). fails to meet the requirements. of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1, By Miami Dade County Department of Permitting„ Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino; P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None, Zone of the Florida Building Code. I' None: DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMMNT: Drawing No. FD4612, tithed "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 . ,, " ared b Craig Parrino, P.E., dated March 24, 2403 and Drawing No, LT4bl2 titled. "Cast -Crete 4 G & 12 PmP Y g g r 2002. - ale 1. Letterfrom Cast Crete Corporation, dated February t73, 20I2, signed and sealed eFloridaBuilding Edition. Parrino, P.E., certifying compliance with the Flor da $u Ida g Code, 2014 I..mte1 Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.B., dated March 24, 2003, last . t r to Quality stem Manual or Prestressed Products dated 2002: 2'. Cos C e Q ty �`1' f 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 # 13-031.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufsctiarer`sname or logo and the Miami -Dade dated March 24 E P Parrino Craig titled LT4612 2003 and Drawing No prepared b repy g , .., , . , p 1_ None. B. TESTS County loge. "Cast -Crete 4 , 6" & 12" Lintel Safe .Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewsl application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS1, 1. None. 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 use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCEmaterials, 1. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. I. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. prone. the expiration date may be displayed in advertising literature.; If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 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 Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C 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 o E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. A. M ar, P.E., M.S. elmy A. Makar, P.E., M.S. eimy A. Malmr, P.E., N.S. -ccelmy N Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor _ m hfiawiivar�a coui+rrir IlI) NOA No. 20-0630.15 Y NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 2U-i1630.15 «: �+- - Expiration Date: 09/11/2023 Expiration :Bate: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11=3 N o R Approval Date: 08/20/2020 / Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date. 08t2012020 � Pagel E-i E-2 E-3 d �s , ✓ Q f0 y C1 y9 N �- � E ,o 0 si ca 0 Cast Crete USA, LLC Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF .ACCEPTANCE: EVIDENCE SUBMITTED? 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None: C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami Dade County Department ofRegulatoay and Economic Resources (RER). E E. MATERIAL TERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -�--+ 1. None. 1. None. F. C?`I'HER F. OTHER L Compliance Letter with the Florida Building Code, 2017 Edition, issued by. Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- () Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130:14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CZ0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of \Z Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables'; sheets I O 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 V January 22, 2019. B. TESTS 1. None.0 C. CALCULATIONS 1: None. D. QUALITY ASSURANCE L By Miami Dade County Department of Regulatory and Economic Resources (RED). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion far a name change. O C5 w � c,mehay A. Makar, P.E.,141.S. Ilelnty A. Makar, P.E., M S. z Qi Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA, No. 20-0630.1.5 Z Expiration Date: 09/11/2023 Expiration Date: 09/I1/2023 Q Approval Date: 08/20/2020 Approval Hate: 08/20/2020 __J E-4 E-5 O- SHEET NO. August 10, 2022 PA 1.5 ,/ ZI ILI Mow.\ TILLIT TESTING & ENGINEERING COMPANY I PRO]) r MIALXTA��� 1 2 ZZ—TUTREPORTS: Large Missile Impact and fatigue load tests were performed under Protocols TAS 201, 203AS per Section 1626 of the, Florida Building Code. Uniform static loads np= r'", 14;VATLQMV2QXXXQ_1Q,_y= -1 B. MAUHRIAL C HARACTERIST=-At4-D4PEP—WIGAIMUC- . I Shall be strictlyin accordance with General Nateo and Components indicated on sheet 1, 2and 22 of26, of Product Evaluation Doeument(P.E.D.), drawIng ­_ WAT.TPR A � Mwm, PA, - = I I,?., - 14�4111 M7 RCAIZ._,K,�W06719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineeeing & No-20-176. Anchor spedifications shal I be as Indicated on shoot% 1, 7 and 21 of Testing, Inc,, Reports # 96-560 dated 08/09119.96, #96-570 dated O9118/19964 I . 26, of Product Evaluation Document (P,E.D,). drawing No. 20-176, PRODUCT VALUATION REPORT #96-:�O dated 09/2011996 all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing �,aborattory, Inc, reports# 2032 dated 04116/1998 and # 2126 dated 10/0511098 witnessed by Gilbert Diamond, P.E, and Report No' 7. LIMITATIONS � . YS OF use, REPORT NO.: 204728.01 0219.01-09, dated March 4, 2000, signed and Sealed by Edmundo Largaaspada, RE. and Henry,Haftem, P.E. 7A. Stott be strictly in compliance with General -Notes No. 1, 13 thru 14j indicated DATE: July 28,2020 Tensile test report No. 9CM-197 b , y QC Metallprgical, Inc,, dated March 13. 2009, on sheet I of2fi, as well as General Notes.# I thru,4 and 1 1 thru 16, Indicated' on ShW21 020of Product Evaluation Document �P�EA�), drawing N*. 206171 PRODUCT CATEGORY: Shoftrls signed and sealed by Frank Grate, P.E. prepared by Tilisco, Inc, and signed and Sealed by Waiter A, Tillit. Jr., P.E. PRODUCT $US-CATEWRY,1 Storm Panels 2.A_jY_R_M.CTURAL E EE Qg' A'nr%IdQ- . On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. deelgrT 7,2� Product M�y fie installed Within HIGH VELOC4TY HURRICANE ZONES'as defined, Onsectlon 1620.2 of the Florida, Building C, ods. PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL wind lead as well as maximum anchoripacing vs, design wind load and panell MANUFACTURER: Glabal PrOteadon Pradur& LLM 'length based on ratlonal and comparative analysis, and in accordance with section 1616 ofthe Florida gu]Jdlng Code, Calculations prepared by Tillteco, Im, 7�3� Product shall only be Inate,flad Into poured Coporete, concrete block, and wbadfrarro-strudures- 4800 S.W. 51 Street Nvio, FlorldaWi,tt dated I 1/03108 and 0311 X1 5, signed and -sealed.by Walter A. Tiilit, Jr., P. E. t. PURPOSE OF WALUATION, 3. MISSILE IMPACT RESISTANCE; Product Evaluation Report prepared by WafterA Tillit,.Jr..P.E. (Florida License This is a Product Evaluation Report [owed by Walter A. 71111t, Jr,,, P.E. , ('9,yetem Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44107)i President of Tilteco, Inc. (Florida CA-000-671 9), ID # 11906) to the Global Protection Products, LLC, Rule Chapter No. - 61 G20-3, Method 1 6 of the Floric - ,la Department of Business and Professional Regulation. 4JAKND LOAD$ RESISTANCE-. '1110110for1j)" OW ,� 0 12'�j N. T14 OAX I ,, � . .......... . , . 36� � ,& W 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind *6' %N '. ,-`\�r,E1q,9,F-,-1.j1% I -0, This Product is being issued an Evaluation Report as described, herein, and has pressurea. Maximum panel length shall beas Indicated on sheets 8,10,14, ", , 16,19,25 and 26 of`26 of Product Evaluation Docurnent (P.E.D.), drawing No� -, $ ... % , � __� C, 44107 1� S - 'm �' L,-=17. been verified for CDMPIISnM, In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product Is for the purpose irritinded 20-176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 1 0, 1 1, __ iE�-�* '*,! I at least equivalent to that required by the Code. 14,15,17,16,10,20 26 and 26 df!B� of Product Evaluaticto0ocument (P.E,D) I I ,7/�T 11 � , ,,,,, STATE OF ,,',�: - -40'. N, - drawing No, 20-170, 1 / , '-4 � %�,, I ;,�, , A" " This Product Evaluation Report shall be Subject to review and revision In pope of 5. INSTALLATION, . . . . . , � 11 I a Bulkling Code change that may affW Its limitations and conditions NP1111 I%11 Installation shall be performed strictly in accordance with details indicated on 2..EVIDENCE SUBMITTED, 2.1. ERODUCTEVA ,TL0Nj=VMEKLM&Q4j sheets 3 thru 7, 10 thry 2D, 23, 24 and,26of26, of Product Evaluation Document (P.E.D.), drawlng No. 20-176. Minimum separation to glass shall be as WATU - D�� T11-1ECO)�17MON RLECON!D8 I P. E. RIFPOFLT�2b k GLObA to '-'ION PR_ODUCTS,LLC�20f.A - CALVANOE06TML STQAMPN4Mk0RVM*2O-17BkRI5POlkT. L' �OF 20=1�' Drawing No. 20-176, ttfled "20 43AGE GALVANIZED STEEL STORM PANEL,% Indicated on sheets 8, 14,16,26 and 26 of �6, of Ptoduct Evaluation Document (P.E.D.), drawing No, 20-17'e, sheets I thru 26 of,26 prepared by Tifteco, Inc;; signed and sealed- byWalter A. Tillit, Jr., RE.; dated 0.7128/2020, T'his drawing Is an integral partgItpis (flit,04 ,%kVII01IjII1#j% Evaluation Report, OVD, . 0%0"tR I . �R - ou . � ". k 4"N �' ,I, .00Aluk P�114?�Nhr" - S ., S , 0, ��,, ­­ �- ,/A ,� � V 50 - __1t4___,15�11­'\,AEN"' :-�,P% �.� 0141". ' 11� ' '6 1��___77_�� NO, 441 2 �_ j ___� _,,�� .-`\�P,EN&e`.. . 1� r �11 __,j. i��_ �V .- �� , , ., " I� - I - �� I . _- . . ,�� 161 . I , j*!. '4� ` 21� � 'a I - : *1 7�� . . * ,*. - 11 - :t Z I ��dt' -2t - � - 9 S.,Q % .- , --_-i%'�'- 'A ,�,.� , "� �. , I N,5 40 ,�, I C .1 "I _., - ___/ / 1-a:t STATE OF �, -11 -"?� ,%-,�- - Zap I , 5 A, �� Iok , IV, ili�o'- , I'D -',k,� � i�.". I i­\ I - - I , ,�. -,.--,-.k,# �P. $ 11 , 6355 N.W 36tb StIvOt,$1ft 505, N14-L F`1014,13166 - Phome: (3,05) 9,71453.61 I , � I , . , .q; I ,� 1 �?#11IS/0'N'A'C , , ON101111mW I �jomk I 11 11 I I L I ECO wc\ kRO-IDUCT K"LUATION REPORT F6. flx� REPORT NO.: 2"727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT S00-CATEGORY.- Storm Panels PRODUCT NAMV , �24 GAGE GALVANIZED STEIEL STORM PAN& - MANUFACTURER: Global Protection PrQductLJJ&, 4800,8.W, 51 Street Davis, Florida 3$314 1. PURPOSE Of EVALUATION: This is a Product Evaluation Fleportlssulod by Walter & T11M, Jr., P.E. �Systern ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 61620-3, Method 10 of the Florida Department of Business and Professional Regulation, This. product Is 0ein ad ,glasu an Evaluation Report as described herein, and has been verified for c9in0inci 'in accordarAe, with the 9024Seventh Edition of the , I , Fl,olda Building Code, and to v6rffy that the product is for -the purpose intended atleast equivalent to that required bythe Cods. ThIsProduct Evaluation Report shall be subject: to review and revision in case of I a Building Code change that may affect its limitations and' conditions 2. EVIDENCE SUBMITTED, Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing NIP, 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL', I sheets I thru 18 of 18 prepared by nj teco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,, dated 071271202-0. This drawing Is an integWA 1�64 Is "L �" , Q Evaluation Rspwt� - N � 1, , spi'*'R I' I I I�Z;INI 6_�SiN.W. 3&hStr*I, g,ait630�,M'-aofi,FlolidA33166-Muc� 11 I I . T FXAlX'An0NREXM'NQ_*j7j= 2 1 � � , " , � � am Large missile Impact load tests we're performed under SSTD 12-99 standard as , ' pat section 1609.1.2 oftheFtorida. Building Code. Uniform static loads -as ps � r Section 1709.8.3, per ASTM E-330. Test r4ppttsprepared byAmoricanTe In L , 10mg , ab of South Florida, Report #0814.01-M dated 0311 1 fG2 witnessed by William R. Mehner, P.E.. Sortz M . 6roz, P.E.and Henry Hattem, P.E. and Report No. 0219-01-09, dated February- 25,2009,'aigned and sealed by'E�rnundz � I - � Largaospads, P.E. and Henry Hattern, P.E. . Large missile impact and Cyclic loadingi; per ProtovulsTAS201 & 2OTas porsection 1509.1.2 afthe Florida euilding Code. Test Report prepared by American Testing Lob of South Florida, Report No. 1123-01-10, dated Novamber-23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. SCM-198 byQ0 Metallurgical. Inc., datsd'MarchllS,2009, - Signed and sea , led by Frank0ralts, 0 , .E, as�perASTIvi E-B and Tonslis Test as , Per QG Metallurgical Report No., 16KO-1 3.18,,dated December 1, 20,10 Signed arid sealed by Jerry Jaciofano, P.E� as per ASTM E-8. I On 24 Goo Galvanized Steel SIOMIT Panel for Maximum Panel length viI. design I wind load,.aswtll as Maximumanchoralmicing vs. designwind loadand pami ' � , length based on rational and comparative analysis, and in Accordance with section 1604 of the Florida Building Code. Calculallons prepared by Tiltsco, Inc,, dated 1211 5110 and 08127113 (for this revision), signed and o"ied by Waiter A T1111t, Jr., P.E, 3-MINGILE IMPACT R"S RANC Large missile Impact undersection 1QO9.1,2 of the Florida Building, Code, as per SSTD 12-99 Standard and TAS IDI, I I AJOND LOAD$ RES I NC9, 24: Gage Galva nized Steol'ttorm Panal -has been verified to,sustalp wind Pressures, Maximum Panel length shall beat indicated, on Sheets �; % 10, 1 1, 12 and 17 of I a of'Projmt EvOlopilon'DocUrnont (P.E,D.), drawing No. 24-175. Maximum Anchor Spacing shall be, as indicated on sheets 5, 9, 10, 1 1, I$ thru 16 and 18of 18,of Product Evaluation Docomopt(P.E.D,), drawingma. , 20-175. 24 Page Galvanized Steel Storm Pam,] has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12,49 Standard. . lwlla� 14"11. Ila I(e)iLL#.4zi!)ii""w,LIIE & ]INSTALLADOW Installation shall be performed strictly in accordance with details indicated on , ' sheets 3 tbru 8. 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing.No.20-1175. Minimum separation to'glassshall 4eas indicated on sheeta3,6 13i K 15, !Band 18of'18, of Ptoduat Evaluation Document (P.E.D;), �;��Ing No. 20-175. LAMR-ALGHARACTERLIMC&AND SPECIF Shall bostrictly ioaccordarco wit , General Notes and Components Indicated on sheet I and 2, of 18, of Product rvaluatlon Document (P,F_D,), drawing No, 20-175, 1 AnchO r specifications $he 11 be as Indicated on sheet I of I 9, of Prod uct r-v0I ustionDO'cUmOnt (P. EXX), drawing, No. 204t�. IMITAT . QNA AND CONDITIONSA01F US 7A. Shall bra strictly in compliance with Genwal Notes No. 1, 8 thru 14, Indicated on sheet 1 vf 18 of Product Evaluation Document lP.E.D.1 drawing No. 20-175 Prepared by Titteco, Inc. and signed and sealed by Walter k 71114, Jr., P.E. t2. Product shall not be InsUlled within HIGH VELOCITY HURRICANE ZONES as definsdon section 1620.2 of the Florida Suilding Cctde� � 7.3. Product shall only be Installed into poured concrete,. concrete block, and wood tarne structures, Product Evaluation Repod prepared by WoltarA. T1111t, Jr., P,E, (Florida License , No. 44,11,64 President of TIfteco, Inc. (Florida CA-000071g), I WATU =04MI111PIONT101ECOR"'P, E. REFORT.2 ., , LS R. 'AMUkDRWc#2D-175Ii N (1) (1) _c_- U) ­0 —M > 0 a) = -1I.- -0-0 0 =3 2 (1) (1) L_ 0- CL a 0 'V 0 L_ = .&I..1i.-, CIO 0 ­0 o 4- n_ V) . (1) -6--t — = (1) -0 0 Q -0 -= _0 C 0 = L_ E. _S? C -2 W 3: CU = 0 .0 4­0 CU U_ 4- 0 — CU > Cn ._ . U) W cn " _It_� C13 CDL = �— CU -0 ,*0 = . — 4­0 U) C:)- < I 4 Z Z W mi M : UAR A UFE MEETY STORM EANEU 1/4, 2/4, 3/4, 4/4� 5/5. 7/5. � 81) IN CAn THAT PRECAST STONE, OR PMMAST CONCRETE PANELS� STJOOD OR WOW BWM BE FWNO ON THE (SCALE 11?1-11) I& aw &M.31ANIUM A= Stood am" COSTING WALL ANMWS SHALL BE LOW ENDOW M REACH THE MAIO STRUCTURE REHM SUM PANEI_& _*1W/10, 2W/10, 3W/10, 4W/10, 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT kPkr,D.) HAS BEEN VERMCD FOR COMPLOV4CE IN ANCHORAa SHALL BE AS MENVONED IN 9.1) AND IN 0,2). _______l5,I9r CWA1,1WDTH)-------- 15,196' (TOTAL WIDTH)�--- ­ -------------.,f 5W/10, sw/11 & 7W/11 +6/5 ACCORDANCE MTN 1K 2420 (7th ED" OF THE FLORIDA BUILDING CODE (C) 11 I! I 1 _---12.3W CEFFECTIVE W1070— I 7-- i .!! III: 7 I I r--5.ZW-- I I - —3: WX_ � DESIGN WIND LOADS SMALL BE DETOWNED AS PEA SECTION I 620 OF THE ABOVE MENTIONED OWE, I ILM� 2NC? I Ir r.�: MA'_ _,ANCHOAS�� FOR CORGREFE SEE SCHEDULE ON SHEETS 0 & 9 10. A =,=,. : 014-10 PANEUMATt FEM" W AND PANELMATE PLUS ANCNORS� AS NANUFACTURM BY ELCO CONSTRUCTION PROOUCTS� I �­----­s I/,V I I I UPL , FOR WOW SEE SECTIONS OR S"MM 10 & 11 —_ T I JAN. I 7, FZW I 1 4 I^ I I I I 'T BY WHERE J..X SHITTENS; WILL ,Br MALLED ANO I, _�_17w, f-1,3,0'- j� ",=. . _1_. 3 I I I ,."MM , - 'T. FOR 06 ,_16 AND NOY iNCEED TIRE WAULAW ("X,) 1/4-0 LAG SC#W" PER R-O.S. , r_jP11'_1 I 1 �?D`7 �,,�� I ,,,',_l_A*,- , CL03C WK THICK -SW 6 0 ------ �,, A , 0 6 I \ GALVANIZED SM5L U -,. DESIGN PREMIRE PATHOS 040"IM ON SHEM 7 THRU 12. 14,15, 10, TS & 20� 7/1" x W WOOD SUSHING, As Or-TRIOUTED By ALL POW SCREW, SOLT A SPECIALTY 00. - -, - , , ,,�, 11 __ ! --- \, 9 +@, --- It - IN ORDER TO VERIFY THE ABOVE CQNOITION� OLTINIXTE DESIGN WIND LOW DETERMINED PER AsDE 7-10 T _ , , ; , D.M,.(D�(�).&!�@Ff --r' _--T I ____r SHALL BE PRSr REDUCED 10 A,S�O� OEM WIND LOADS BY IMAJIFL"15 THEM BY 0 6 IN DPW TO P AN I ,;K - ASTO I �� _T --- f7- __7 7 I 77 ­ -1 --T- C 1) V"" THREADED PENETRATION NO WOW Or TAPCON ANCHORS 944L OF I I1r AND 2- OR ELGO P WATE PLUS I I \ �,dW iWL, THICK - I GRADE so 10 f 7-1- T-7 --- T___r_7_'_' I / I I . � I � I I -- I t tv� / COMPARE THESE W/ MAX. IALS,DI OMON PRESSURE RLTNGS NDOXTED ON SHEETS I low IZ I4, qji, )a, I!; & 20, / 06". r-M W COM- �, /; C1. -I-X' �, AND PAILOAKE HER" 10. 41 ��.>, 11 4 IIALVANOZO STEEL . , Aw \ , � 1,/ _ -, , .. - IsE, : (�- (�)+@, M I ! i _ , 2,857' EDGE, _, I IR ORDER TO VERIFY THAT ANCHOM ON THIS Pfl), AS TESTED WERE NOT OYER STRESSED, A 33%; C.2) Of LAO SCREW, INTO THE WOOD FRAME UM1 SHALL BE 1 1/2`� NO THREADED z , N Typ /Z. _V 2.0V TYP I 0 _,L ,=D ASM A-SU ,,�_Igwvw 1 2 C , "EASE IN ALLOWABLE M."I"ZIMO —poc", =1N I GE a" SO It"" �11 -�11 , I 0110111. �j / 1`_ STREVE MR WOO WADS WAS tM USED IN THEIR ANALYSIS, f-ASTMERS SPACING TO WOOD HAS BEEN Mm"NICO IN BE CONSIDERED AS PART OF THE REQURED THREADED PENETRATION. I \ G-M "IV, I I � / E '), 12 ACCORDANCE WITH 0,04t, 2018. C3) MINAIW EDGE DISTANCE OF LAO SCREWS. PITO WOOD MOLL BE AS KrATO IN THIS DRAWING IiI.L. A B.V ! -,:W.!T , 48QT , � I STOW PAWS AOEXIUNCY FUR IMPACT AND VAUD RESISTANCE HAS BEEN VERIFIED IN ACCOROANCE WITH SECTION 1626 or _ --- ------ � ---- �, � __­ -- ------- I t -*- 0) �a THE ABOVE MENTIONED COX AS PER RURRIC CA) MMUM PENETRATION OF WOW RUSHING SHALL BE S/r. 1/4' 0-20 SCREWS USEC SHALI K I 1/2- LOND WNWUM -7 I / / Zt. LLJ FENES11RATION TOM LAFI� INC,, REPORTS 12032 & 12128 . AS SHOULD 5TUCCO EXIST. AND 1* MINIMUM FOR WALLS WITH NO STUCCO. �_____________BjLW_�, H - -i 7X", I',- - - - - -� 9 C2 CANE "EDW & TESTINO INC, REPORTS 96-Mg, OE-570 & 06-730 AND I - _ _ PROTOCOLS TAS-201, TAS­202 AM TAS-203, I - -L-T-­-T�." V, C= 1- _= = -- - , , V - _____ I AS WELL At MAMICAN TEST LAB OF SOUTH fLORM REPORT 0219,01-061, AS PER ?AS ZDI, US 202 AND I � " = TAS 203 STANDARDS- C-3) N CASE T14AT PRECAST 5PONIL Got PRECAST CONCRETE PANELS STUCCQ OR WOOD BOARDS BE F"D ON THE Mr#4 T mmi 0 END STORM PANEL __ I � r, _____ I 0. -9 = ::t "ANCROR5 _____ - = U = C111 S= BE LONG ENOUGH TO REACH THE WIN STRUCTURE MOND SUCH PANELS I � - - - = CC C-1 C-4 2- ALL *,W%N WPUS06 TO BE 6061-n ALLOY AND TEMPER. WRILESS OTHERWISE NOTED), SEE SHEET 2 AS AMUO= IN C.1). C.2) & CA) , _j r- _________, / 1.� � 14�' 1< 10 = :,.c I ALL AILUM0,1M SHEET METAL USED AT CLOSURES SHALL, HAVE 31V-N14 XJW. ' - 2.187� IOCOV7 1 1 1 ...,_v - — — RAL UTY STEEL. ASN A-654 GRACE 50 LAMM 0-W (0) ANCHORS SHALL BE WSTAUM FOLLOWING ALL OF THE REDOMVM004S AND SPEZIFICKtIONS OF THE ANCHOR'S 0MUFACTURER, "I - -------7, 10--jo. - - - - - - - - - - - - - - - - - - - X ...; C U- CL_ 1_1t� ­ie 4 ALL SIM 54TET W7AI. PANELS SHALL HAVE STRUCTUI Pkln�i 00 LP , f I 12S` , . 1/41*-24. 1/4 X .1 a R .!2 CC = - QUA UM, 8 PANELS WY ALSO K IRStAU10 "CROWALLY FOLLOWING INSTALLATION DErAlZ SHOWN ON SECTION a THROUGH to (SKEtS 4 ___ ___, i - , W R, trioa* a *I ­'r- - , - ,*M*F- UNBOLTED PANELS " 17� ��,.� BOLTED PANELS W/ I/4#:2OXI" Gn .= C-4 = - L - , , I 1 -V ;7wom &s. Sm .Mftw . -_ (SEE SECTIONS AS I? �_ .11.1%"6 Ln 2 �1, _M I. ALL ZCRENS TO BE STAINLESS STM 304 OR 314 A1SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PIN - " . I -_ I - I I -CC DIN SM18 W 91 IT SH141 BE THE AESPONSIERUTY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE SIRUCTURE WHERE SHUTTER IS TO K - , , ir i I � 12 i/r 04 42 ,� ,? (SEE SECTORS AS APPOCABW I - �: �4 "'. I � i;i i . 1 650 $,.i YOD SIMENGTH AM 90 k* TENSILE STRENGTH A SHALL COMPLY Vf/ FILORADA BKDWC CODE - IT ____ - I I 44, 1 1 1 mt, 2 W - � ��_ do - -- - - T T I - �- " , * ' -J-1 E "GOOO ' R ' ' F�--'�-.�,= "',,, ... :-2 t" ' -1 !. __' - ", ATTACHED TO 44SM -RWER MCRORAM YHJS SHUM SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FAME �_ , I i h-2. "' -�'� - - - - . - To " �;, I I CZ 114- OUILOMM � 3_�7S- � ­­ -Cor i 2�1 1 25. Clow I I i90 - 11-IL .1 r � __LL_1_L_LU g; CL _= M , LESS -11, I - - T ; , I 1-= - - 5, BOLTS TO BE AVM A-,307 CALVAHM SrM. OR WEI a" SET"M S79W MEL " JS k* ONAVIA YIELD 11 i � . MA: - � � � i SEE INS* ,"a* 4 SEE - - , I I --- � ­­iJ.17 ED . - STRINMK 10. EACH RECA� STORM PANEL VOTH 12i-4-. AS PER SECTIONS % 3. I & 10 AND ALUWAVES ON. 1�_It_ 4 A, t - I L IV ANGLE 0 - wpx I I MvANIZED WEEL PMWnON WM- 5" W (AFTER ROLLED). alROUGH 6) Elt"PT THAlt KADEAS a & a) SHALL NOT BE USED. i� _��5w��,�,� A I ,,�� .1 ,� ,., - IS - :1 LA I % so 3,�2 2. O., , - ­1 , , I ANCHORS TO WALL SPALL BE AS FOLLOWS- A LEGIBLE AND RFAQI4Y VISIBLE MARXING INSTRUCTING OWNER OR I i __ , / , - I G - --� ZR SW A, IOW ON SHEETS Z, S & 12 � i . , TENANT TO SECURE PANELS WITH APPLICABLE REINFORCeMENT OURING POROUS Or RLIRMC-ANE WARN11114, ROM'�­_ t__ ­--------------3 I i = � - .1--_ 5,125' 4 11 1 3: CC - i ­ W/ - 'i I ; � i -;i� 3: CL, - W M_M=S,=MR4WpI;IEpC 1 �_____.____rr Mo�___� L­t,sw'_� I Llw_ I II THE �NSTALIATION CONTRACTOR M TO = ALL S�4917FA COIAPONFUT EWES WHICH ROLUN IN CONRINVOLIS CONTACT WITH I,- __j A" it , I - -1 11�Vof TAPOW ANCHORS AS WNUMFURED BY CTM, BUILOEX JW_ 4W, t�-3192,I,A,Q THE DUILDNC TO PREVENT "ND/RAP1 , W ,*,� I / 1 I = -T 0 "-' 4 -1/ir tia-l" At MANLIFACTI.IRED BY DIEWALTING. D&N. I'-3000 uX,0 IMMEM VIEW MUL A - 'Dw— / I'll, to I - ;, = 0) - . A14CHIORS, L_-2. ,- -, _ 4 L = "'.0 " 4� . 7 L __ .,-,-,- "', - - , 6 1� - 41-i - 1 3/4' SOUO-a7 ANWORS, AS DWRIBUTED BY ALL POW SCREVI, BOLT A, SMVITY 00. Q STORM PANEL INST&LANON SHALL MWLY WITH SPECS IND"TE0 N THIS DRAWING ftVS ANY WLOIND AND ZONING REGULATIONS ROUNDEC CORMIER a END$ or PANWS D.101.1@4@ W.? i . !-- %ST PROVIDED BY THE ARMOMON WHERI: PERIAIT is APPLIED TO. 2,15 - --I i 2 i -t- ___.__1__i =V=A K - 1i _ L146 ___j =A I -I _', R. a �"P, � A& ', lg� �1 1; _1 4. �_,. ii - I .- __-T 4 -0 '. = 'T :P1 (M4 Ct-3000 px.L) ENO LIP W/ Homm MGZ. , __ ' I E5 _n - 114-1 PANELMAIE FOME ID & PA14ELMATE PLUS ANCHMS, AS MAOUFACTUI�ED BY Ef= CONSTRUCTION PRODUCTS. (4,TS) (1) a!_8WM @ ouils"M (�) ANGLE, JR ANGLE MW STUD @ ANGLE WO , " - (NoN, O-­33W P.q 13, (a) THIS PRODUCT EVALUATION OOCVWNT (P-EO.) PREPARED BY THIS PHANEUR 15 MENIC AMD DOES HOT PROVIDE IWORMAt" EMME sm @+&G) �-r MAX-j' 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, = F= - 1/4'0 I TAP-ORIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORAT" (rc-3600 p.�) FOR A, STE SPECW PP"Ct-, i.e. WHINE THE SUE CONOMONS DEVIATE FROM 1K PA.D. - . T' ON, M".,__� _T 0 1 W/I 0. 3W/10, 4W/10, 1 I 11471 � a- W . A.1) M to) CWRACTM TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND W&LATION INCLUDINIT M SAM OF THIS PROCUM I �_S_/` �5 , No" BASEMENT OF TAFOON ANCHOAS INTO POURED CONCRETE SHALL BE I 31,V; 2* FOR PANELVATI! FEMOLE BASED ON TRS PZM, PROVIDED f4k/SHE DOES NOT WIANTE FROM TW CONDITIONS DETAILED ON THIS DOCUMENT -:: I & 2114 X4' ! ; - 0 AND PANEMALTE PLUS AND 1 tj4- FOR CF TAP -MP ANCHORS. _" "44 '374, .GW - '. ; -.1, I ­ 5W/1 I & 7W/11 . _!_"4- "ra 0" r-j. Ape t I CORMUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY, T I _W AWL I J_ A2Z,,Z-;_ , 41), L__ ­ . .... . ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6, & 2_._______J .2 � V­ L ,_ -, - ' � �,_'J' r= � FDA WOW SEE SECTIONS ON SHEETS 10 & I A.2) CALK -IN & SOUD--M ANCUORS SHALL BE WOMM 7/9- INTO) THE MRED CONCRETE, NO EMBEDWM INTO (.) THS PRODUCT EVALUATOR DOCUMENT WILL BE OMWERED MAD IF UGNM. . L_ __ r ii, . �37&- .34, � I r . - 0-20 SCREWS USED S14L 13E I llr LOW MX#A4JM %OAD STUCCO UIST. I � I f- I la=i-4 . STJCCO SHALL BE PERMITIM. 114 1 i14O7'1.W' - � .-- . I .6 e I NO T* 11PINUM FOR WALLS WITH NO STUCCO, JINO AAAY BE HEADED SCWM OR ALIL THIRrADVID SCREWS W/O HEAD. (d) SITE SPECIFIC PMeCTS SHALL BE PREPARED SY A FLORIDA REGLETEWED ENGINEER OR ARCHITECT WHICH MLL BECOME THE � I t1n:j __h___1 '.671. I 'I, . I � am WITH WINZ NUTS ENGINEER Or RECORD (f_0$Q FOR THE PROJECT AND WHO WIU. BE RESPONSIBLE FOR THE ; I ZOO* i.67 '. PROPER USE OF THE P14. ENGINEER Or RECORD. ACTING AS A ae j LA= ,) � 1.043. ' 1 .3'4 I' .00. _160`1 � , -MATtED ENGINEER, TO THE . i 5/tv. 4 z 4W I tqtl. 1.0 V ! . - -, � i i- . I . I i WINGS FOR RINTEW. . �;- T�_. Q ELEVATION A 31 IN C45E THAT PRECAST STOW PRECAST CONCRETE PANELS. PAVEFM STUCCO OR WOW BOARDS BE FOUND ON THE SUBW 70 THS LATTER THE SITE SPECIFIC OR& M Lomww ENtSTING WALL OR FLOOR. ANCHORS SHALL BE LONG E�OM TO REACH THE JANN STRUCTURE BEHIND SUCH PX,D. ENGINEER, SHALL I A, ."r j I . L,_ j I PANELS ANCHOFAQE 94ALL BE AS MENITONED IN ALI) MO IN A,I). (.) =� SHALL SEAR THE WE AND ORIGINAL SEAL AND SIGNATURE OF IRE PROFESSIONAL EVOW PANEL OAALAP I - Aft ,MS* ly-1 XW _j_j=; (_ 1`13.5� OF RECORD reAl PREPARED IT, i two, (a) ?,%*,=.&,,AP —MN AWA-M-AM", &-aw C 0, i`t� SHUTTER MANUFACTURMS LABEL SHALL BE LOCATED ON A- READILY VISIBLE LOCATION a MW 7b 1po� (D KEY HOLE WARIER 7 (�) 'E" BACK M= (9 34C *F* TRACK (2) FLAT PLATED I OAF, NUFAZIUREO BY 1. 1, W. SUK= tlt� mr - I/V 11 . T/W CALK-W ANCHORS. AS MANUFACTURED Of OEVALT INC. (W", r�IW PAJ.) PANEL SHUTTER IN ACCORDANCE ilM SECTOR 17091.3 Or n4RICA BUILGAS OOM CK LABEL --I f�00: - i SPALL BE PLACED FOR EVERY OPENINC LARELING TO CDW,I�Y WITH U0014 J70VII OF THE i a �_A?514 WITH STUD (Mk OAK* -1 WHOLE vxtkv /4-0 9. 4/4' SOW -$a ANCHM, AS MSTRIWFED By ALL POW SGRIVN� MT d: SPECLALlY CO. FLORIDA SLALOM COM =.10:�.__ - ,.34rol "'A001,464% r1____1 (M[Nr f-JWQ P"j.) THIS Fxwlm­�NAUL C I -----,I '7! .eQ � I I - #I*-10 PANELAIATe FEMALE 11) AND PANELVATE PLLS ANCHORS, AS MAWFAMURED IV Low , .,�%!��# W EUCo CWTAUGT" IN PERIM IN THI i - sl�� I ___ PRODUCTS OAIN, t'"2011 P*.T) , it HII 10, P= 1.11 r ,*' \TZ E7 I - . Z"IN, /"W\ %, , - I I , , 14 ., ' -I Ill 2 �, i/4: < - - I X, - -./ \__�, oll \� �_/ K 4* 0 CF TAP-=P ANCHORS. AS MANUFACTURED BY TRU-FAWT CORPOMMOR � - 37j' xT6-o I A I F'!Ig.t,.� _j I I � i , . ­, __­ ,*!�� ..,�,\,� , THE C . . FLORIDA BUILDINO CODE nh V0160R�y III no Zotydi) � 375 � i C"N .01 ,� � � � .01 aLOOX UNIT SHALL BE I I/e, e " . i I— � - . - ':' * i FLORIDA BUILDING Coot (NIT !�Mlt "Urricano ZO MAX _��i .. .01 - I .. BM WOUMUM, JA(BEOVENT OF TAKON ANCHORS� ELGO PM1394M AND OF TAP-CAIP ANCHOR, INTO ... .� Q= x7m W. , _ I ____j ,!: 1, . * N no) . GAP SIL CODE (High vvlo!t 1 *: 1'*' EN RIOA BUILD" - NUT eonot Zone) * "' " .1 .I. 2G GAGE CALVANM STEEL SIM PANEL " I . , � Tza S t_ - '125 ' _. 64) MX I � I 1. S Visa" ft I I Kka AL jk_$� ZI ro, f .1 F-P -IN & SOUD­SFT ANCHORS SHALL BE EMBEDDED I/e INT11 Trff C004GRETE BLOCK UNIT NO . = I . .__� � I . MIE I . * to= rAXIMP. W_ vs%%ItI unm W. MM STUCCO siva BE POwnEn. 1/4- 0­20 SCREWS USED SHALL BE I 1127 LONG, MINIMUM 5 A25- I ... ,ED WING Nut . . '4� 20 04E MANIZED STEEL SIM PAXEL * 4 I � 1 20 "a OALVAWZED STEEL STORM PANEL a W"" " 1Z PIAN 8� . 14 ' WAMW 1'. _ , 67f*­0 - I _ - I Ir !I.,.. 8 - �, I — SECTIQN A * '.. GLOBAL PROTECTION PRODUCTS, LLC, "t' Go ' GLOBAL PROTECTION PRODUCTS, LLC, 4 �2 0 K&X HOLE --,;O�`. qO "- _­ looS% AND I u NON" FOR WALLS MTN NO STUCCO. Z -V,. <2� �_ am "I ��s,/ ... Me. GLOBAL PROlt - :$ ... ATE � "" __` _T_F_�c_o_.. �rl OM � OF 11LIECOiNc. Q300 - 61 21143, - - &A'14 Al PAN ' CTION PRODUM I.I.C. ' o' � I _% % OR ut... " � - — * R%W"W0M1Qr= It" owe -_ =I - IN11141 1 __ 11LIECO. ALT-11- -�. J... ATE Nwil.11139T . --.! �, 0. �Q-_-' - =�_ [7i L __" ��Vtl_ - I PPQ .- f4w- 0�714 M (04"15,11 20-176 a , 400M . Oi MTW , � '.. Olit .. t FRIA'U"M 11g!0 ClrA�W .V& on .� , , ok .., f ,;_-i - - WNWING N. (1) 2'X7*Xl ALURNATWX USE WIND NUT W/OUT 3"M 20-176 S. � 0,I; , S� . a . . I , �*L_ P)"_ W)mol�xo. � w4rsoo-sm 20-176 MLIN =__ i 0 i ALU WONDUTHIC "W" W/ ADINDOWL XGVAR =-ZEEP skow (M)M-x,A F44 CW)O"-M , .. .. ;. - - POR .1- - 0" -­ , . 'r ";'2'2���� I -ftm A Rr - P- I f - P091 I ,I __ I _- MW I W so -.1 = itdt!­ a!m i 15� OWNING Ift .. . &,�)Dwiq I �w OWNING ft� 4X WtKit*W%T1AVj%M� .. __ M! - 1 _-__ 1 - -I .- - � - * ;1&*="-0"11T=-M .11_�� PAITIA, Ktr �_ ML -_ SWBIT 3 at 21 1 i I - -F" - I I .11 !, _�T� F9 41 I __ it -_ � I I am .,u I - I - . I I I . I . - 11 I I INSTAWATION DETAILS EOR REGULAR ?A - --- ­11 DO QDM 01MU FOR WALLADON IN MW ON= " INIQ EXISTING POURED CONr,RETE OR r. E BLOCK STRUCIURES 99fM 3M OR WOOD INSIALLAWN DEIAIL3 FOR REGULAR PAELSa & INnALLATION OETAILS FOR REGULAR eANELS.CL. COMORMANCHOWS VAUD FOR NXUA, UEE SM AND E--Z HN MM BM SIM I= EXISTING POURED CONCREIE QR CONCRETE. 8 CILAES INTQ EXISTING POURED CONCRETE QR QQ RETE BLOCK-9T—RUCTURES CoNmErE mma t-1--=120112 "Wma =Jol N On%_7i . I MICROM FOR COWAFTE SEE SCHEDULE OR $HIM a ON - CORE SCHEDULE ON SCHEOULE ON S*W 8 * 9) ($=H"r8rV=1WL004 - COMICAM ANCHOSS T Wws a rwmow s) 9) I . -MURM CONCRETE __VMR1DX2RKETE � FOR WOOD SEE SECTIONS ON SHEET 12 . I _j uj�- � I OR CONCRETE BLOCK , . __W`%D=cAc 3 Cn (MSCHEDUALLON-N . I -0 I . . NHIBEIS 0 YMOAN W 14 I BEOUW" ! X M­ 21ar -N-0 CONCAM "C"Oss CW9WT A, _\ F, , I I - - 0% REQUIRED . i REOUM 'I* " (MK -A WHOLE VALLEY) t, JAM. I ) I QQNCRLl� ANCHORS 1 -1 *U . i r.- 1% F f-, - M "IRS , ! DA - ft . i I -kh't % 4 QOK2M �� � I I I -1 -, - __iff`_rM=IQ_0 I W.W.7. ON I 9-40 I I �1�0_ --- i (�) I , A� �� i " (D =."r=.%_.!)1 F DUSTING Pawn I � r =M-Ti . F(2-) 6" I . f -1 - I ! [ %T I i 5"W W ; i SMW 9) � 171 j -I' Id- � E�C_ - I t !; 0 .!��n � Z I 11 � , -_ - 4� I- _. I ; 1. ,,, .. - '7- E*PM i I , 2u. P­ ? i -------I I 4 -14 - - - - V­ P", ­ _8 I CEZ 21 !I - R R. =11� (�>� 1 3 �, X81 I 'I a) ,jy r IMON�MFLA I \ � . , I __ I r"Wg; -------I j , 4 . - E = : - i J,­* i � I �I:2 ; I 1 I j I I . /, ; ________j I I � � _ . I 1 I; I i 11 I CD � I i I i I i � i � . aw1w Pomp I 0 i Ii e �A � i i c I i i i 1­4 ; 6. i . � I 1 � I � I I i � - Rl= � 2 09"O I I = 0.1. �11 I I � ; E I ; ; _. __ � ,-,,,,\,' ; I r. 0.0_'111 I � 1 -6-Maj U) I �, ; CONCRETE �, - � I iii ,XLET&PUQj I I - I � . I I or V ;;� - i I I . 1014 1 1 . i .. ,I- .[I -3 t � ! I ! I �Ll\ I I R 1�_ -4 1 -M 1 _J_4� I - I 11 TIM I CONCRETE BLOCK ,I ; - I I ,,� 4x= . I _(D I I r I � -#--a I .____1 I ­(D 6 � �Iy i ,,-, 11 Ist $00" I 9 VOW SMO 0 11 . 8 11 i I - _j j .1 I __1 P , I i I I A = ; f. I I I T I i I I I i Is j1r = I Irm I - 1�1 ��, , � I I � I � L 1 =3 CIO � F5 I 7,- 1 1 � I 1 . I - ,.--. V. - I-SWAs, I I 011**404 I I It i�z! . � � � i i ; d6 --(D I momil i _11 I I L_ -, ---,L—Lj I " i I&A, I �-, . — I " . � � - -�-, _1 E � , - A* 10 I V ; H H H; I j %1W.A (D I I -­ i . ... ..... ... =_','0�7=, - __ _ I , _1 I ., ­ i I f - WWAM i � , > =-- " - I - I `PARI 11 Ain. I il) I i 11 11 11� . - : I e i 1--F � I 1 � - I—. 10 OVAL "01 Its, I USE a �PLAW � 0 =4,�_ --,--,.,-- ___ - OMMMS-i i 4 .. r I — ".., � It .Aw ! sW , -t-T I I I- - — !_ --- - — , -____ - I r_� � .� I I 1­ '­­!'�- ­1 8 � j i J� 1 i I I 1 1 , 11 I Olt � ____ 4 _--I J , , , I 1. J - _� -, ,-- - "li I I I __1 I it 44 1 1 1 i - I — i I r � I 11 14­­ - I— __ ­ r "' __ I r. I �& 11- -11 ­­­ - -­ - --l-k - � I , - V L11 " ­ -i ---I----- — - F, ­­ - T, IT I I -TT ­17 I I or *V I �. ,� I ""W­01 i _T` a a _-_4____ -- _71- � K" a , I '_[7'k'�_ i JTF - _T_T I I ,_ _-j-­ --- --- � 0 �Vtr . 11 1 4 . i __(D I 9 i M so=" 11, =., tr I 1 4'. �*$ .. � , �l . . i , 0- I I L �".V�"­,.- " g V. � i-ln,, ON 51wa I I I I - -,, � I i iltW I - -.- ­ I § i I I sm I To I ([)-@-� I i I OF-',--- - IV ti fl i i I z � f � - i I - I I . I �� I - I , ; � I I i I I _0 I I --I __$ 1 ! J � i I a- t i *7 1 r ! --(D I -- 11 I I IOVI" IV i I It' j 1 1 I T ! 1 1 1 1 1 I 1; I I i I ; 1 � , 1 ; i i I W, I I i � I-- ; I I I I r. r I I I I � i I 1 1 i �! � z : 7/7111711 ; I 1. r � ... . ;, j I ;, I . I I , W I i I ", . , EV. I 11 I I W, . t I __L1 : I � I i � '. 11 I i � < I � I ­� - I I -- _,,- � - ____ - - --- . � . � 11 - OR'. * I In r- I 1 ! �- "W2 1 �i F* 93f__ I - I r � I . I . � . I - � � 7 1 i , j__ I -- - I 0. ---U' 1 L ED I ID, f /2,-, ovellus. I M-77-77M-7/7 1 2 It ! i j c - I II ! ;11 � — , _" o' - %_.W W I I - :� . � I i U I =&Pu I - I � Vr = ;1 I j I ;� . I i I i .1 I i . I � 7A I , , I — . �_ ,_ - :;!�� W : SM ; 4- Ww—. 1 =-T.PM001"p- t —I It ,-­,--(D-0/, : i trttT Lhio.A,*.WLW%%" 3, - CONCRETE BUXK 1 Into 31,46. I f r, M�W�P� i - ! CONCRETE BLOON I ;1 �! ­111 .= i � � I I I I � I - I \--/ - i LDQSIW i � -,,-� ,� M.. 71, It, I REQUIRED. I � � I - � I OF *L' c i SOX DJL k#K, _tz= i i .. I __ __ L_ f2 CuStWo POURED .O- i I I a . I , .r.v �, I MAX . OF *V , �1. W. i : 0\��NN,\"-� 10,\Nk",k,�: - I- L-1 COMMIE OR - I I � I � "L_�� ` ­_ . ; � ANCHOM- FOR CONCRETE SEE SCHEDULE ON SHEET 2------,_' , , I IT, ) �� 11 - a a", ��;I"7�.?/-"��o//,;A2, =3 REQUIRED. '. -_I � &jOOK ­71 I I I - I " ! i E i . _%. ! g4 - I ,/; C.C. I InI2 , I -, COMMIM OLLIM I 1 MO i ____._ .0.0 a) 0 ,4 P-,% .1 �,� , ­ i I ­­" __ . =M a , I _ j 01 . � C=PO � i 1 i I . �3 1 : I - , WEDURM i CM-1 i .----j I : 1 1 I I , , � i I I FOR WOOD SEE SECTIONS ON SHUT IT I I � I I ; 11 " -45/4�- , I I GAMVN) . I 4 � I q -0 , I � REGULAR STORM PAN , - I 1, "" 0 12 � � � � i ! i � SCALE � SHMS a QZ 0) gem I RWAIGH 0) : sium a THROUGH #1 - iwma.c � id Z = t � i � ! , I I I PXAWIED� '� .!m I , 3 E � i � j _ I '�-eA 9 �� " I � C CONCRETE ANCHOM � WWRM AN04M I �_�O. . CONCRETE AN&Ioft F / 1 'COUPWO. � lIr . , - =110 1=1 1z, , ===%511.0- - I SCHWAS Do- % - �z Ey.- AR j -I - - " - =a.. =_.,� vs WAN I -ja (M ox I'M 'IF" ON I ­__0,N . . is I t 1 i --.---A--J i I I I .P& a amm 1/4* Mo. GAP 0 U. =10 � 2� z4i , I I L_ CPA a, :, =J_j=� CONCRETE APICHOW; � . i . ; "La " -#.a , ON .'2061 I (D . -4 1�i $1 , sopew On - 17 1 1 � ! 2,57, Mgme �=Iwiatamuws;77 IV -, f , --A 1, -U-i I t I I CEIMHO AND a moubmus stuLn OUT moliwnwa � , r-, i i i T i/4*0-204/4' S.IL BOLT I I � __.__L__J (" "tip -I WHOLE WtUM D_ I AIMNAX IMILA 01 maumnila f - id.) (W ����� i i I " � 1;z ! � " _ON`P _11­1�_­ - - 4 lc_�_ - � - WALL. VWNMG KIi?" - M 1�1; I SECTION 5 A I I." !_ f ;; I .— ___4 f N,.�--',=/--\.v'-­-,C,- --,-* --P­ W40 06000 7TI, 't CONCIIETE RVAORS i 7-fS �__ � _IRW . WIW 4 Off 9 \Y,-m / N'L",�J-s I I W0112 IX21302�`WND NU`r . ; W.=,W�,,A SCALE �/8.1* 11 , , ! R. i - i�4 0M.=r"P­_ I MAZUR . � \�� I � ... t -(0 I W __ — = i i I . le mot 1.3 -V-,- ­7 ,,__r i wwgm. : I-RACRITE ANDIORS swam ; � -_ WeliEDLILA! ON 0 P0400STING ED. - EW OWANCE I :/ STUD (= SCHED" 09 L i V LO, - EDGE DISTANCE * NEW I' WIDE . VARIES . �,G-Q I 'BET 1) I U) / (SM KHEDUIX ON � I - - ; i � I ; � SCHEDULE ON I � _r to:pwj THICK ALWI TUBE OR 1* 1�8_% �, 'a,poomm GR I SIX 1= - (SEE - �-__ oar" SIUCCOI __ � tKEMA . 01 I I "Al � MAN) . ". SECM _�w �* " P.T WOOD PLATE $KIM i L-MmZr. Go ou" --- I I SCALE 3/ I_&%.= RMIXOD I -(D V SHEETS a & 0) ; , WOOG Mo I 11­ I .w,fowcorm OR CC TO ou0s, _�, , � I i I - ROGIARED MAO Nommm I is t / I �' * WIN l� WOE � VARIES . 11W i I (D DIRECT MOUKING " I - _' AIM. TUBE OR 11 . VARICS I I I DIRECT 6 Q W DW= AND UNTING _ Im I 1­� I i" .46 koutm I It __1 Z_.r. - _ _ , ,J�XDD -TOP & BOTTOM MOUNTINOS CAN BE IWAM1110 14fiA% INUAU"N " i F.� SPACIP I -_ / We 11 'i < . i COMBINED IN ANY WAY TO SUITT ANY USLIJIL SECTION 15 I i �,VAOIHIIN#, TOP & Borrom MOUNTINGS CAN at r � .. X I C04CRM ANCHORS i .""..'01 MLCMN a "m 9 I - 'A 44 COMBINED W ANY WAY TO SUIT ANY .j I r (SEE ScHMULE Opi - I I INSTALLATION. . SCALE 3A-I- ..A, "'I". , I SHOEM a 114ROUGH 1 C.141 LU � . ­� L 6_____T_____ .1 ; -­ P.. : ,,040�\��n!�%,'�0*4k, INSTALLATION. -1 = .. , _F __ ,�, ,* .' I�4G&lit& '.. (D 11 . . . . . . �.%. I �_" ----- '...... "r . I- .1"S FLORIDA BUILDING CODE (10gh Vsloq�y HU no Zonwfl L-IM #1. 'W'� one zonoIll voloolfty NU can* Zan*) -- .w� CONCRETE &SP991140PIT M K * I .�_ I I -woo. W PDUREO=�/4 tL\ " , , 11 'EIE OML...X f ,10 F., ��\�\=11��W; 1\\\1\kK11\1N\\\\\\\X I r Extwpw WJL NO= Low" . FLORIDA BUILDING CODE (NIVIT VItIlGoOl ­W11. . FLORIDA BUILDWO CODE fth M L � - - T k\ N 4D, _ .- < = -- X *20110 w7m sit I .21120 Is. Q - a fjl� ) "12L#A, CONCRETE � X 20 "GE CALVANIM STEEL SIM PANEL M 2 : -Z 20 GAGE GALVANW STEEL STORM PANEL F.P. REOUIRED. "_­r_M___ !*. 1 M20 Timm Vc. 20 GAGE GALVAKM SIM STORM PANEL KDOARM Tu" NasHr. 2 : No 44167 " mom W, I I I NO 7 . - � a '=== . -. * .**1 ,_!Tt_" !*. *. S N= MR NATION OF SE01001 4416 . = ON" ,\ 4 S�M;,A : E.D. - EDGE bIS+ANCE 3 . � . * =-,*t=s�- I '. * i * - 47taln" (SEE SCHIEDULE ON TOP & BOFTOM MOLINTINGS CAN BE I -- �__��_ GLOBAL PROTECTION[ PRODUCTS, LLC. WE, !MVITS I � .t !,"-Q'* 7ATE - I - ___ IRE ( f\ GLOBAL PROTECTION I PROOIXTS, -t 9) .1 I 1-0-& IILIECOIIIC� _ _ 0. GLOBAL PROTECTION PRODUCTS. U.C. *F`40�Am _c:: . 5 [ I I 1. Ofif - ­_11 /T L_ TE—C —0... � \ WAIL EQR SPACOM REQU scs-! S mor, , - I---- It C 0 INC. \ LLC, SHEL =WED IN ANY WAY TO SUIT ANY . __­1 � �_ 48" &W, 513M Z - . 4W &W. 5 .,I. CMUNG - ­__ I— 4= SX 51 Dow FL 3N r. �_ AMR HAD Is VAO&, FL �ff , F-1 -, 1 )RIDIII, - ""` . I RID ft"�. *00M tM4"-7M& FAX M*)k*-M 3EL11W_ZA CW)80-7100, F� DP$4)WF-M? 20-176 ADJACENT TO M= a= DS N-,& - - PHome W,I)Mv-761. FA ew)""M :0 - K17 ] I X, " � , -, , ' � ­. OWN" Nm ...... �, W4 0�a " 1. , Alaw " -.1 U-_ t-I SCALE 3/9-11 A �._.:V.4-1 __ , = I 111=111 IRM ,% .!_�AY)41� WEF; =790-7- . - WI/W M R F � � - a -cowls '= I i an hir"!� #Z! T_!=t__'!_' - - *gmt I I , , -TURE10AIT W0410 A, , _j I 10-00WTO A MAW *� V%'41 IIA0 - - i I - t *=,- or#, t , ,WWC 1.11 ! I �4:w I �� 0 ,",n00i0,%L, n1voll in 't , � - - . , - I I I- al VZ - .9 . .- . , - , . I I IV , , I I I � 67 I I 1. I I CL SHEET NO. SH 1,0 — - - - - _____ -_ - -_ I [____Tj�_ 1: IiFfl_ li E-FF-7—. - - - I I F__-T I i, 1 , 1: r 1:1 'I ,,; . i - -_ _: k -_ TF__ TI 11 --- 11 I I I _r__1T_ I -_ ----T7-T- i I I I I I I I I - - fLI I L 4J A ; 1, I I W ,,3aA wmi WALL AND FLOOR MOUNTING INSIALLATiON FOR %Xn SPLIT PANELS ow fay �_ . 7 ;�p�y � 1\ 11 �. 1— f }i Wf1JMka&ik i felk". YH's, ak'-6• ., " ga2yy/iy6-4' A�p3}ri kW,� �_ �V. r�i' prCwR. -iAW1E i Isaa v Lk4. 2(- 1' {TIP RP i WnOq 1 {. l (5R iaP i F I ) N ` iduAv �' ' 1 N,: 2 ! (/ Y,• it t' VA cn �}t +rJ �WIP#A �"-�-� �3s7 aJl\Y TAPCPM al, ,• I 1 1 ECDE OF WALL *\ z •..-{' �_ 1' C k:T"x €aCaf[ 9r x k/a" OolAia!'r yR Qla(PR \ ,may omA , , \L AosXR 1NAOFMR Mm4/4' MIN jE.P.y..-f 3 1# PkLUk ftm al ` 1 i C I I � k. SCALE: 1/4 i 1 m 'a NLT�iNt PK -7iA Pal, � 1 4'a R YwpP :� 2l31 Y:] 19"� {a0W H (iP TI1Pa M1 DaDAWaW q MULLION SCNEDLILE D AAIL 2 Mliuf} RA[ vim PsY. ai. al MV41RW1 SPAN (PL) ' RFAU6E➢ W Tub YUILfON " 2'.4 a14 � ��TgRN P.a,� dtlENNE4 azadAm 1 Ill Vol V NOTE: NULLLON CY1 ASO W W1ST+t3,LED WTED/O STORM PANGS ON TOP ONEPANEL O E MR7G MIl TYL TOP AT TOP BOTTOM OF OPOONG INSTALLATION - AL.TERNkM sake 1/4" - T' +BALL MQ D& AU ATM3N , AI- IyE 2W Sloe 1/e . I' ll4T6Y1 1. INSTALLATIONS ARE :014LY VALID FOR BUILDINGS WITH A.S.D..DESIGN' LOADS UP TO +55.5. -72.0 11,S,T. AND PANEL'S LENGTH UP TO W-W, 2. FOR NEW WOOD 'FRAME CONSTRUCTWN[ WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF D,55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 19 aLcm SCALE 1Ia'wi" Ilassssslw�asA�s nu Ililfl Iflf /1 flflfif;r; t 11 1 �"�I■ililr�ulrll�1f1f1 ® "•Means:,sn�°"aeesaee^WWk7,i'T,sns :ins •( ialr�IlTl . � .ull.� w�}u.r.ww.�.rrNl�w�c�' M& 2 CELUNG # F=RR YOUNTIN6 WALL k now YOUNYINO IaTALIAT" - ALTER]IMWE YW INSTALLAWO - AL31RHATIVE SW (5ECIYON AT TOP S UMRED 10 +55.5-67.0 MAX, sCAE: f j4" •. 1' A.S.D. DESIGN PRESSURE RATaNO) SCALE: 1/4' - 1' l4F.if�' rum !YA' Mom ame 8 eMA Aetrym MNN M1FAIm ap• ua � e. "" FAnme irof WOLiNTIm INSTALLATION - SECTION SCALE: llbr . 1` Coral ANOHOA9 CONCRETE ANCHORS MR 49tAiRTI ANOH@S: SEE 30#DIAE ON SHEET f 41 (SEE Wool DR (ATE WHIMU ON � � AO,Jb Sk3RN': 5EF SECTION W SHEET ,s. S lY 14)� �' .SHEET 14 I. TW 15 ) Tj4, 2/L 2A/b 3j4 1x 4/4 1, 2 d 1VIj15 21 Paul CONIs1ETE _� }7°i 3: u/ .51x1" fTEGM . ,+,H7j0" A 7 1m a I � f . .. 1N'i.�.. �m Ill (DVD PANEIJ tRRQdOR t1MF1lDR TWEL) (D (FIR h1NFL) i llMl m FOR MWL Si rAm 6 Oe 5'lh i .e. ^eaRf ♦ 12 1/2' Oz. 1 /a• I6M. T/4'N=iW' iIVL21NE d/K'MAu (rA1x a .. �,Cj4'FLs1( clt -flmMl TD 4)7.4 tilt 7 0.G. 3' YBn, (C451 9)' Hu,d+• 17 1J2� D.M. �, Afll� 7/14) (SIX 'MT. 2/14) _ 1. ( I ((AA6t1�TIMYfLOCARPN .•''!ol'f� ✓ J.� t �{ 1 At 2%k40E�ALS III4 • OL111 AIR LGCATNUI i AL lI{D PAN6x6) I $� I CYE�ID �YAES T/14 k P DDRr ' I 3i y I s al w0u I Fn NED '11/4, 2/4, 2 VA, 3/4 ae 4/4 i Ti. 2, & 1, � A A4/15 (ITCH/15 - f 1..- PION N L SAFETY LIFELOCATION OF ON T!F>< SAFETY PANEL I AREA REZAM W P ELS W OR WETY 1 NOTE TtkLEAY) S+FET'f �Y(SE£ W/O RESULAR tRAGKS (SEE NOTE 1 colill j f'%''�%r✓r�l%ij 3 .w1f>� BELOW) i LAST PkiFL TO 8E RBTWiEO AS ( HEDI�AE0: f '. W�A111 pGRF LIFE SAFETY aTWiM P'IpE�}.pEOAPRENMG SILL '+, WAYS BE FILM, SN[ET toy POWLT CG,CAFIE .. J % To FIE., A1EEROXCI ATION Rh '1��8 ` g COWJM Al "'1''I TO {B UED ON ROAM PROM INSIDE '�E � STRUCIll � ,4)----FELEVATION UN INSTA7LLLATION SCALE 3 .1' yy�{,L,.j�� �]¢{� ig�L AtlQ �,( }j�NTI1+IG INSiALLATM?N !� SECTION I sr�I 3/a` T° SECTION 2 SCALE; 3j5" I t ICE �AYY.'ee' CTlu+M PANE, IlIM&LATfON . y .NDi$ I. LIFE SAFETY STORM PANEL CAN 9E LOWED AS AN END PANEL (FRTST OR LAST FANEL) 1 OR AS AN WERLDR PANEL (ANY PANEL LOCATION 04 BE ft-tN END PANELS). rA�, B SEE I 1} PANELS LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADi44CENT TO RE1UiA11 .,ry'. pM sm NOTE 1) (W/ OR W/O REIAW TRAcial !M /� 2. LIFE SAFEh SiDR PANEL CONSISTS OF MOW' GALVANIZED STEEL STORM PANEL AS SECTION S—B PER COMPONENTE�.. SHEET 2 OF DRAWR}G° SCALE 3/32•.1' THIS PANEL ITSELF TO BE RLI i OR INSTALLED FROM THE VMOV OF STRUCTURE. 3. LIFE SAFETY REO M TOP TRACK TO BE COMPONENT (D&. BOTTOM TRACK TO a �l�,•Tiu 6E COMPO AS VER SHEET 2 OF TAM DRAWING, COMPONENT BE INSTAHrm WAL1 OR FLOOR MCUN7W FOLLOWING SECTIONS I e ,'•' �r. ENS•• 2 ON THIS SHUT, AS WELL AS DETA88 , a 2 ON SHEET 14. • �,\C F =ay1^ Z FLORIDA BUILDING CEDE (N11 h Yt11v9y xurPlcan6 Zatfa "; 4. LENGT#f Frog COMPONENT ®8 TS". ? ND. ,a*eco. LING n� 14 -GAGE GALVANIZED STEEL STORM PANEL ll Mo. 1 SPADING FOR COMPONENT �ANCHORAOE A7 BOTTOM S GIVEN ON MGM. SCHEDULES T Ek 2, SHEET ,4. * '. WNN bx: COMPONENT *:• f�- CO3IFONENT ®MAY PERMANENT DR NEYT/ABLE y ..qq ATe r Arc ar/mvm2o s S SEE DETAp3 FOR INSTALLATION INTO WOOD FRAME WILDIll ON SHEET IS.'�y' h ORAL PROTECTION PRODUCTS, LLC. IDAtE 11: SEE SHEET 4 FOR DETAL APP004M TO THE NECESSITY FOR THE INSTAUAIRON OF *O'•• A•1•••,,•• d / A S`1NA ( 11A4 i4Y. sty. aAM. mA ,Mmn eMo tlaxr H IE: (4a+ IS. FAAIL, OI54pan-a»? 20-176 ANAAlAI Vlot SPACERS AT TRACKS INSTALLED AD4ACEt4f AND BEYOt TO SNCCD/WOOD RViDS.. L ArA. • Den �' , " i4. - se PR5NN6. Ne; 11111 bOO671• 'P,E. a'akASWNH,JAa,JOXT€ A Ar.° }.E a tT-M'A - 3AEET'14 DF 2E �N A.S.D. DE',SIGIPRESSURE RATING (itl �. AND CORRESPE�IDING MUM PANEL L&N "Ls' SCHEDULE (YALRS ONLY FOR ak 86TAUATCNS AS PER T THRU 14 ON SHEM 4, 5 A 6) " Ill W/ 1/4'\-20M1' SS:...MA i ,l Ww Al ag w a umisHGTH or W L INTO EXISTING CONC:REJECOMM ;@LQQK STRUCTURES '(VALID ONLY FOR PANICS.(D& @01SIAUATIONS AS PER SECTIONS 1 'DBtU 7, ON SHEETS 4 A 5)PREMME To To To VIM ol,vl i11MlNi1 Sol a= r�r s S � �� GEHgF FLORIDA BUILDING CODE (Ht h VaIGDny Nrarrtcan* Zone) _ No. 4167 a T7'EcO. W- 'A a s 20 GAGE GALVANIZED STEEL STORM PANELe - * :.& � L 'mB � ) } GLOBAL PROTECTION PR€�M s- Il& i► V INN, 4= a,R. d1 t ti ON" IIn a' �AwMa fE , • "a+.y'1 G yM1E. R. XW,4 " (fa4id\a^2516. Fla! (\LNy\a$-a1R? t>m1e4N,''pdG. 4M1FIf)ti 0. ,Mk RNNE, AM x P,A7 20-176 r/III INN .. An�aa, W..+m.. ws . ,..:eH 'gar,. ywRNN, Na .€ �, 1vREtDArI 7.E (a, WNtlRt A _ .WILL a,7F �.3` d -73.a Y-5 qa 1135 F ;/4' tN t TWU 9 ! ? 4ssa, -72A ?ry m r-6' Yi=, z at*- tA19aLTEe 1 TIN a a T A6a.Q 7A8 aa`-a TD 41".-2' Ym:. +i fifE' a 343A; -4a8 12'-4' OR tE� 3 ,j2` a 4c 10 tualaAl As.O. DESYN to:) NAMNRN ANpiORS 9PALWHtr FpR €0. � 2 1ji '* aYtT1aN; { i ANr�t 9ANlMNN Pkffi 1"NGnt 1" tNJ APLGN CF 'bP-CHAP OWc-ok PM$SWIE rD�MtE D FAN6WR RYa m cDNCAE1l m to,famE a 1D exA,cgE1E a m u>wr�TE r To ooNcu,E e' NJA NIA MIA, a' N/A a' � \' W" 'NjA N/A a' 1 (aeTraey a` i4/A N/A N/A a' NIA d" N%A C N/A E �� Y N/A MIA NIA 4' N/A ... "F" NIA S NIA 2 (BOITOIO +55.5. -72.0 -: d N/A WA N/A a" N/A t9i NIX a' N%X 3 i 4 {COP) I Y-fi pj L€S5 DR LE155 a• s• NSA WA d• a" a` a• e" a• a (may \* YFIX -NJA NIA 6' NIA a'.. NIX. d` NIA a#.. :. E ia^ NtA WA 6` � a' a• a- d' a ;t a �TTDY) N/A xi/A ,z T/:^ a r/4• a ,}r TI�/B+mGLI) :. xE€ 1y t to 18R ANR1ORa M1a+E a 4FALN� FOR iN'BitATU}N3 pffO }'yya pUNy►1a. IAf41LW $PAMRNS ANO fAN\Itpl FyOE IXSTAfKE ARE \pICATFB ON TW5 SMEM4.E POa €0. LESS THNT�ON SIR7�,I1E AIQOOE A/C1WR SPAlxIrO 8Y MTATT"LY2At dPACR,O SMRRIIX1 SMNEOLIAE m RO EMI0WMI0 FACiMiS. Fdl T7lS O/fAATO/1 m � Pll"�LL.E SPAWIO OBf/AhEB OSNG TXCTOR STALL NOT BE 9E L09 1tMN MNNW f6W2t67 Wm\MTW FOR E,69I A,A;NdI 11P1 A4 A LHZWO. �� lYl[ 1IA1 i/Vi 1/44 7/tT, f/4 F II{•f Mn Afla4x vAuaa � 3 3 n ] -: iJi 3 +++molas"1se WA.+A o...4s arlml 3 s a t/2 a iJx tt/x Aprwts BoC DSILp nleweN T ,Ay tm ]Ay A3 - ID H 1.p1 1A0 ,Ae ttr LD. , 5/6" LONa'a 8U, W/ INSTALLATION DETAILS EQ8 REGULAR PANELS I D do MR • ;' `, RANEI IEirO,kfS (IT o a'-O' AM 6 tt4` O.C. A'An I.Dil 41 A ,TR k. UP m aON INTO EXISTING WOOD STRUCTURES mm a P" ! t•AVELIMIE FIAMt€ O oa PANEtAtAIE tRUS • um r 12 t ' 0. f* WTN t ftY Mk ,1MPDO7 YO E\• _ '-. TON LEADER FDN ALL LGCTBS r-4 us sam" 1 a i � E t Yn d 1 E I?w {1� O, ED 1 Tt� '3 C.a ED , I 1 i wm rt0® HWACFTI 1 j ALTERNATIVE I W ALTERNATIVE 2W1 W 1 SCALE 3/8-1' SCALE 3/al T A } f SEE scmul. 1 SEE SC Ism ON SMFEf a t twa I r' a T�gw'la' 2 a m�a�' ) qjED d # EG ED ....� 7 EO Ea ` ' ) `� j ,f4• LR . a/a' LMia 9RA54 BWNN¢ e-- t/4••.DC (''� 1J'k'\`•;p..' � 3'S' a j, `° �lR� `k. L V S P 7 FOR TNAtI LR L`D LP m To lr APO 8 FAME. l8eO,1S !� m r-6' 1/Y O,C, MRup `: } ` f l gW3 i 8• a� 4.. IM. (14-)D WND.MIE 10 OR Yq' P4A71 PANELIMTE CRIB • 1F 1J2' 4 C WIR1 t 1 I ?. �� A' t/4'A W sc%m • T Oa, Y `---1 3W ALTERNATIVE 4W ,a4NRLD if 1Jy' IW. TRx1rADEy PVATRATtole Al I LNdMmTN M Laca,w ,roDD RNA1E NM +` YY. 4_,.3A7E E j(i 1/3' CALL nwI'l0m • t N or LEA»: ,At�RlIl4.T1Y� $ $ja-, •. soul 3/8.1• 1 ALL LENGTHS 1P /D r-a' M. ylI{ , ( [lf EUME DIRECT ,1� \L DIRE INSTALLATION NOTE : STR1T1F2i TRAGtS CLWFY SCALE 3j8aT" SCALE a a -I' A�a1{tFNNt�NIt/Aq 1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D. DES" LOADS UP T0. +5'a•5, _72,0 PSF AND PANEL'S EFWOTH UP TO @°-8`, Qy EIS ` '" Sit" � FLORIDABUILDING PE PP[ CO Nt h Y•lOcat Liu ZY+na FOR WOOD FRAME CONSTRUCTION. WOOD MEMBERS: TO BE SGUTHERN ,. ' .Gana .) 2. NEW PINE NO. 2, Wj SPECIFIC DENSITY OF 0.55 OR EQUAL = ISO,. i z* : ray ItI m INC. 20 GAGE GALVANIZED STEEL STORM PANEL xw� ary N FOR it �T 5 q , _ 4 �L C Ewc. GLOBAL. PROTECTION PRODitCT'S, LLC. TOP & BOTTOM MOUNTINGS CAN COMBINED IN ANY WAY TO SUIT ANY S� S,� ,, Fi i1#.. 'yAyNsSt i A eD1aLN€'f96Ha e:ok•verr R,« ar. w. rrrwbsa e+eeiw.a a a.. its N� : t» Nc..If +f-1a;ssy P,IDtJE wa4>a.R-T6ta, COMA haakp-airT : 2O^-1.76 INSTALLATION. A ONN #. QJlj`SpWLWFIDAIE . r<.. r HaE"Hwf 4a4. nRNfrHG HN' IN11NA 1WLTLR A ldldY 4i, P.€. m ,?4q smo 1, arts S) 5T1iD8 o'EYo TO HOLD IRANI Me NNw (CASE I) Y MAT.. LEASE R; .1-1 17-1 ,/^+.. ALTERNATE ✓-• 1-1 -- `tom ON E 3' s -{ l AMM ANCHOR. MnA. ANChlM7 i l SPACIItC SPACyIG 11 12ETAIL 2 : FLQQR O NTI 0 I Y �IQ PP CA2U T�HEDtfII\E. .E: s/ta- _ I. Xi {,;ITCH A.S.P. DESIGN FIRM TRA #NG (R.s.i.) AND �'(iz RRESP NDM Md MUM PANEL LENGTH "L" SCHEDULE .1AIPPLL�+iT9E MX M2MSi0NS I A, z INDICATED �T�cr a OEM, PANEL `tY�itr�+ StlEET rs1 Im �A;= PIM;fIRE f TAR'CM, CF iM.-gpP C4#-#I PNEIYIH IfLWE 0 PNFilM1E PAS Appl ApCL ► 4mi tiGAA18xfA111ON Of THDA M17WIW F!//EL �FItl81 1' (JL) m ardat m caNCRcSE TO m m 10,WTO RE 111,OMN m m e10C\ m ro 9tDC7( 6• N/A N/A N/A 6' N/A ri N/A a' . N/A 1 & 2 55A. �72.0 l 7" 0' 9' 9' r 9" 9` 9' 9' 1 (BOTTOM)) 5•-0` 00 LESS a' N/A NIA NIA 6` NfA a N/A a" N/A 1 & 2 ATOP) 55 B" 5" 9` S. 9' 7 1..• I2 1 (6OTTOY} 5 7 fi +55,0 72A N. A N/A b' N/A 5" . NAA a' N/A ) & 2 (TOP) 7'-9" 10 >T--a".. 9". 4' 9A. 6' �. 6„ 8" 8» a" 6• i tBOTI'fTM) r OAS& PR *EO)Itt RAl t f (51C1D # SA1Y Yr. CLOY TOP Or 004 D,sE a (BIM a r I& CODA1Dr, AT1D MA10tBJY PN7EI LENGTH '9." tT1a - 3" 3" 92 -61.5 4 T 4 1/2' 2 (BOTTOM) 7'-e OR LESS +52.8 -86A. �' i 3` a' 4' 2 (BOTTOM) Y-a' OR LESS +55A -72.0 2 1/2• 1 2 1/2' 4` 3 1/2` 2 (BOTTOM) 7'-S- OR LESS +55A -710 2 1/2" 2 1/2' VA � NjA 2 (BOTTOM) 7'-8" TO W-0' +5510 -YLO N/A N/A 3' _ I 3 2 (BOTTOM) 7'-8` 1O 13`-a' WARN "A. eEM\N W4 PN� iHiRl ,� i�•fi b191 LaYtUa glNrDleN iAflA$ At\FL ['a401IIW my Aa ATm SEE OW 15 FOR ANC,OAS rft t SW4INC FOR #SULLM iM TNRI W000 11111E 6N IM Wil" ANCHOR SPAtil " MIll EDGE MITIAll ARE PMNCATfa ON 1H6 SC MAL TOR E.C, LEIS TTMN WpCATEC ON 5T2eFelAE R"'II l: A'i SPAT RJ "AiTW'l 49AGfla SMOWN L aCA7kTXA.E 6Y THE fIXL7ayIG FAt10f6 : THIS � TO M POS4>NE. REEKED s Kam MANE, -4 F ol, 04" NOT E LESS TWM MP0" SPAaa10 rIDNATED FOR Ul MOM TYRE AT ANCHORS ISO • :.: 1 1 4"A AL TA,NON R aP.4AN' (Al 1a1. ANLNDA'. \NAONG 4YiL4alA,Anl 61w) 11 3 3 3 3 eE-at\N al (by 3. 3 3 1/2 ;! ,AS 4 Am^ Rai GHEE WNW iAMR (VALID ONLY FOR PAI S(I)& Q11'6FAIIATION4 AS PER SECTIONS 1 THRU 10, ON SHEETS 4. 5 & 61 VAX" MOGAN AMMONS SPACING W0. EO.. 3 1/2• + -. AS.D: DESIGN - TfPOON CF TM -CAMP VI%-01 PMELVATE tfl4YF ID e'AN91QiE PLUS SOLD 9i t # AMIrtNUM PANEL PRESSM MTNO m CONCRETE TO 1 m CONCa6.TE TG aDp�EtE TO CCNOWi£ m C NCI E TO CONCRETE m TO CONCRETE m TO CONCRETE m ANY fAY6Y1ATON OF THEM lEJK4111 l` (N.) 61 N/A N/A NIA B" N/A 8' N/A a- N/A N/A N/A 1 (TOP) 8" 4 NiA N/A 6` Ir 6` 6" 8' 6` NIA N/A I (BOTTOM) 6` N/A N/A N/A B" N/A. a• N/A 6'' N/A N/A N/A 2 (TOP) a•... N/A N/A N/A B' N/A 5" N/A 5' N/A N/A. N/A 2 (BOTTOM) 56-% -7ZO 6`.. N/A N/A N/A B` N/A 5•... N/A a" N/A N/A N/A 3 & 4 (TOP) 77''-S" 14 W-r OR LESS 8' A`: NIA N/A B,. Ir 6" 6• 8` r .. N/A N/A 3 (BOTTOM) ir N/A N/A NIA B" N/A a" N/A 6' N/A... N/A NIA 7 (TOP) 1. 4' N/A N/A.. 6" t` B" 8' 6• 5" N/A -. N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4' 12 4/2` 6 1/4` 6 1/4' 6 1/4' 5 1/4` 6 Ile NIA N/A 5 (TOP/BOTTOM) 50.0, -53-3 NjA N/A 12 1/2• 5 1/4` 12 1/2' 6 1/4' 8 1/4" 6 1/4' 6 1/4` 6 Ile N/A- N/A 6 (rOP/BOTTOM) -8' TO 11•-2' 56A, -72.0 N/A N/A 6 1/4' N/A 6 1/4" N/A- 5 Ile 6 1/4" 6 1/4• 8 1/4' N/A N/A a (TOP/BOTTOM) '-6` TO 1T°-}2- NIA N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 114' 6 ij4' 6 1/4' a, 9, 10 (TOP) , 3A •^4a.0P/A N/A N/A N/A N/A N/A N/A 6"6• a 1/4' 6 1/4, 8 (BOTTOM) OR LESS 4° N/A NIA N/A NfA N/A N/A 6""a ]/4• 6 1j4` 9 (BOTTOM) 12'-4' OR LESS 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" TO (BOTTOM) SEE SLEETS 10, 11 AM 12 MR WHONS TYPE & SPACWG fOR- DIFTIUANNS NTD I = FLAME ILIXlIG. ~M ANCHOR P%CO S MO will SOME INSTANCE ARE WDICATED ON THIS SCNPDUIE. FOR LEA. LESS THAN NDIOM ON SCHMI E REWCE ANCHOR Ell ar YAATPo.YNO SPAf9NA SHOWN ON SO4EDU E BY ON: rMl.MW FACTORS. MR T4 OPEAWTOM m BE POSSIBLE 18AUCE0 SKIl OBTAINED USMD WTOR SKILL NOT 8E LESS THBI MDM,W SWINIO 7tffiIMATFO: TOR EACH ANCHOR TYPE AT MC4011S LEGEND. �=� f/4Ai ,/i4 Ill 1/PA 1j4. 1/4% LP TAP -GIP' mil1TPCW l a DNK-N SOLO-= L•a 4400 $Wm W 2 s 3 , 2 1R 3 44 � ! 3 ] 2 3 31/E MOO I4\. AWN o:swr alelYS.f/2 3,/2 4 3,/2 Aclum. m QOi MOM r A�D T 0 R - 2 1/2• 3 1 San - tyO taa Ii�iSTALLATION INTQ,LXrSTING DETAILS � I MAR PANEL'l WOODS CTURES A � ##t�4-1q PMEtwTE PLUS -M '14-t0 PAHELMATE PLUS 6 1/4. O.C, Wj 1 7ja` Lam'`" ''� t4-1q PAt&YyATE PLUS �.. 6 f 4' D.C. SYif 1 7/8' •~` ) m T4 TO r"` 4T" To =�, HEATEERON `�r k �.. /i°g1SD6'WDDP. DANEAgEF J,'kC NF?DER IafW f r 2 " ye O.CL • I �) . 2,1 y I k 1JA" GA. wall HEIM Lp�, y y I ; ROOD MEAGER REDUI "l 1 i I REARED r ' ' pt �/ am 504EWAE OR ; SHRfI' \ SFE aaeEMnE aI � f -. gE S Kil ON 1 SLEET 6 foR ela. TO aUui W.sm m , m OIh44. F fOR MA SEPARATION ro GLASS. -.. ._. PANEL LENGTH ,J4'1-2D%t asx (SEE NLn 1) ES •f ?/r'A a ` i I Neur, PANEL ,/4Y-m2t' i[S (SEE Wf ?/6Y a � LENGTH __._. __ PA NamLE1) NOTE 1) t/4:P-xoa,' yB , Y (SEE i �K/5�•W/ ?J6`A t,E11Y FARM P i EY4t OhA�EM , - f E1F mkwul 1 'N/R H. _ i J 5CA4 !, I 1Rx i i OF MAX M MAN i! ) I I � .,,.� jt � .. I 7J6' ! I I 2tWt• 1 � • `y,.. _- 7�a'PM8, •idl3=' f P _o FA. F1DN' • ie oz 5ale3dRDT NA51dR I 1 12 4 • G J2' i � 'MMD 1ki • , ` "`•- - 1 a'A LAG SCRe'`A'S 2'k4' WOOD } ; if 2'A4` WODO ..� :. -. t4-TO PMELNTE PLUS :_'//YE9T I , 2..e AY1m MRL THREADED REDU6trD PENETPAION AT REMJIREq t REOUWED ' Tj4" 0.0, W/ 1 7/b' I t '' O t j 1 - ;.� i t 1 '� �' I MITM T H OF PLATE MEN iViQTN OF PLAT ) i �6`4 C STAOGEREEI 1 ! , MOU"M MNRMOW OF PLATE TDIRECT P' Sr.'r SjBf*19 - NOT - SI6+1• SgAtE 3fJY+1` 1.• INSTALLATIONS FOR ALTERNATIVES SW, 9W & IOW ONLY VALID FOR n I��AA4 BUtLONNGS WrM AS.D, DESIGN LOADS NIP TO +43.8,. --",0 P.ed. AND PANEL'S LENGTH UP TO 12•--4" AA {LAAM i!`�.•.- ..•, 2: FOR NEW WOOD FRAME CONSTRUCi1DPk.:WOOtl� MEMBERS TD BE SOUTHERN ,D�' , • LENS ' '','S •L '••, `'." PINE NO: 2, W/ SPECIFIC DENSITY DP 0,$3 OR EOVA.. ; i3 F S fLDRIOA BUILDING CODE Nth Wllaait. Hur'fTcano Zoos) NOTE POR COMAINAMON Lam: ct`ctro"S; ? �JO. 41 ty * _ -, Ir'nauw° 20 DACE GALVANZED STEEL STORM PANEL psrT°i 6w, TOP a BOTTOM MOUNIINIGS CAN BE COMBINED IN ANY WAY 10 SUM ANY INSTALLATION. d g TE ..dqq F. tE-- .'-"-� %ry`In' i GLOBAL PROTECTION PRODUCTS, LW. iL. ECO IMa. 09�y ,, Flo ^a/ff�'�....� ''%AA'P�i t Eypp wK��tsll 20-176 '� f A!N �,',. a�afw-'Im. p mf (1M4N#y-TS,a.rA�E{d6e)aw•62» AyAAIIII NN1 - \ rM. .,.N\u - f4 w. � nRM1g,a Nt E 5T7dJaWYJt�/pDE ,AY.TER A Y. PA: � W - - 1p@T 14 OF ZO E 1f4! LAM • a DD W/ INTO EXISTING WOOD ST UCTURES %k 'ION 11 4 1 J 1 Sol t r yja�j WWC�tATIDY si(Fg • 12 iJZ• D.0 ALTERNATIVE 1 ERNATIYE 2 1/a` MM. s 4YAa IIACta,IE e� r " TD a D.D SEE ON SKEET M AA MR im, Jp ! N TO BLASs• } EEID3 _ ..,E ED - I ELY1 '� EA T , ' 1 I { .+ LV• `,,r it fAX'O PLATE •¢Nt REMfiRFA f i Pu,l yi+. j RILL., N 8 f m 9L:T�IYE 3 ALtIERNOYE.—.4 t TlaRsCWIN, DoEws 000 WW/ f F/2• f ' ,Wjni"L,D.,,s/a* wrm BVSrNeG wt 1 4`04 S3, I,.L • 6' CONDITifINS & ANCNQ�R LOCATIONS 1t4•.,•� � E m aR'�TLVE 10 X m wwo iyY9$Q FAME. SON& W. r T i tW a'a� NOTE : StRI1TER ?RACKS NOT SHOWN CON OtAwr TIO SILL 3/M - I' 2� 1. I SIALARl Aft ANU° VALO PD M WITH A1.a CES,ON LDHC6 UP TO +55,5, -W..0 POT AdO PANEL 1, m a' -a, A FOR NEW ,W.74IO FRAME Gomm WOOD M1DtaERS m :BE SGUROltq PaE Na a, trI 5PECtF1C C{NRI'I or G35 OR EODAI- N c- L � O N 0_ 8 .� 0 C Cu - -0 O Q. N O LL L c .- �4—/•� VJ E z z W J c E O f� U CD IMe® -ram 11 T SHEET NO. S H 1.1 -------»-.-------- -----ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 1S at MAX. LIMITS. 4A/i7, WIN M1/t7. 46/171 59/10. 3• SAW/20 a! . 7Wr/le 4 SM/20 I. j; O _ fl O fl O PANEL L04M MAX 6• Mllt 67e,w7 Mn NG n3@fHA 3,L* go/H. 7mvi9tw/m aw20III MN. 1: �`". x ---ANCHORS (SEE SECTIONS ON $WETS 17, Ia. 19 41 2C) ---- OPTION #2 FOR LIFE SAFETY ST-QRM P-ANELa E,,UMON SCREE 3/18'-1• 1/a• Ytx.NA- •�� • 9 :t r a a � MAXIMUM A.S.O. DESIGN PRESSURE Max, PANEL LENGTH MINIMUM SEPARATION PANEL RATING (P.S.f.) (SEE SECTIONS) 00ND(TION +55,0, -72.0 8'--8" 2 3/4" UNBOLTED INSTALLATION DETAILS EQR OP 10N *2 FORLIFE- SAFETY STORM PANEL SYSTEM INTOEXISTING WQQQ STRUCTURES ,r HEA6ER I '•w 5N tIE/OF7d ,r .• WOIIO MEADFJT WOTXt NgTAL4;R 115 ABED ,r'y'"^« i �kh '�REGUIRED _ RED I 114+ N b a" O.C. 1/4•s TAPCDHH b 8' D.C. 1.J'4Y 4APCpN as 8' O.O. 1/4'A TAPODN a 6. OX. t t/2 MIN, 7NRFADED "'Wjj1 7/2" MiN. 1HPEJbEPO f "'-".""W//7 1/z' iMN. TFIIW;AOED { :t. "'"`1 1/2" MIN: THREADED ✓ h$ �� ' PION AT WOOD PEN►Tt'A110N AT WOOD PLTLETRixTA)x AY W0W ,: t, FFHiTRAitON AT # MADER `Y l MUNFJt' :} FEAT R _ } ,( HK,Am WPOD t} ,1/U / k f i % tit 1/2' i i/l` f T!i 1 i t - 1/Y• 4. / ,P: 1/4' T/f' 1/2' 114. t _ ' .W ':.. �2, t, �"u.•.� �,t ( k � -I ! i p:� i �...�._..... ,. f .` J2t1t I -T � `} , MAx. } ! � ' ! 1 } !( LWt } 1. f 1�.1, MM � ! • 1 i i 4 `� 1 !j1 I i ; G 1]II5HNC j � C 4 �sEMNM1IR! v M.i PANEL IiMGD1 CLASS -.wvw ) i I i I PANEL MLIDIM (SEE NOTE 1 OFl,WV) (SEE NOTE i BF1OW) i j , PfHEL IENOIiM PANEL LENGTH M I (513: NOTE 1 BADE) M°"ro ay.. CIA i -.:' -.... - I - - - (SEE NOTE t BE1:OW) G cumDN 9NMY. iA1 1/4 ' _ OWN .. _. XE M.S. WN WINO NUT _ „. cLc,(I I. -� DW/t 1� f 15_, iHREilOEO f Fq-�� I �,� a PLATE i U i O .�'�y G lilt 1 . t t CO/NT. 1 fAP11. / 20.3// \ if4•P-2➢N/4'S-5. '){( - f `']jj N `k.; j - ;,71a'a3/.kT WING NUT �O' '//a•►rLT/]2` WING NUT xi WNa NLNT a f2 t/Y O.C.T (BEIDIID) WASM 0 12 1/2' AC i {{ FVf WAs1ER (BEYOfA) I i ` l ) WASHER i / 4'e IAPCON b C' tLC ! [ - it( TAPCON 0 e D.0 y L 1 1ij SNO)-+.-: - SsrAODEAED W/ Sn10) 1 It isimmito 7 1 '1K1N�AT •- -A j W t t i1GI AT WDwroM _c:P ..( W t.Tr^N` WNT 1AO H OF PUTS 's ITHR OF PLATE t --i : € t. -WOOL PLATE 4' WM FSATE WOOIR'BO D PLATE WALL MOUMM INS'TALLATTON SCALE 3/8•N1" :GALE veer.'" :GALE 3/6"-1" tM1A M11L11N SSE 3/61..1" 1. NS114JAI NS ARE ONLY WILD FOR 6UILONGS WITH A.S.O.DESIGN LIMOS y'` • ' GEM FLORIDA BLRLDING CODE Nth Yal Nurrianew IbetA -,. UP TO +'55,6, 72.0 FSF AMPANEIi IEFIGTH UP TO @ .- 8 . = O' A k o7nx W G ZD GAGE GALVANIZED STEEL STORM PANEL Y:P, 00* An z. MR WIN WVDa €BANE CONSTRUCTION, w MEMBERS 10 DE SfXnHFAIx PNE NO, 2, W/ SPECIFIC DENSITY OF OM OR EDUIL---""� rss 07° = Q gyq IF(M s. GLOBAL PROTECTION PRO DUCTS. LLC. • 'Q'•. yTi ' L : 40 iW. 67 bTETT = DOMPAw1Y a1Y>E. FL S3f14 'ATE FOE. "' - N. "e. t tti v.an aims n.a,w PHgHE: ioa4NeA-Ta.s. m *41"s s»> 20-176. . Ae a.. mo ,m a noaTlaM"°. NyH�Q t"w .eN AAwAIflF I. wLTER A .Ir., P,E a. If-Nn e=e atm n'ffi M COMPONENTS FOR SEAS 2000 & JQQQ E-Z HANG STORM PANELS (TOTAL WIDTH -._.__- 2.230'--I f j--2.991"-•^ {: f 12.500• (EFFECTIVE WWH) -3 2.250"� ,�yK,. I (+-t.360"-•I r4 '--T r-1.330 -- �.500- ; 1 .075' I 2.504' .DID, t f �s j T7F j TFR .2 2K' �I • bSOD' i 2'J00• STEEL 2• II 2 ! I T'FR. Am A-O&VANM&EDGE r40M SO MNMIuM MAIL} �E G--w OALV, ---------------------_ ? • 4 _ .-... a.2sD',..,.....„...,.,.,..-»--..,....:-.. i :,`•-'-247D"----H �"'..i. .254 *H (D ,;".*ORi1 PANEL REVE SEQ "h" TRACK RVERMID 'U" )RACK PAEL's Do UP - W/ IRONED ..�.:. .125' --ii e. te 3 7$0- T ISOMETRIC VIEW DETAIL A 2.ri0a �' zabD ROUNDED CORNER 0 ENDS OF PANEL'S .12'�• I 3 . END UP W/ HEMMED EDGE 1' 35D " V UNGER2"xA"tw ax �1 ACM. AHU 1 114- WIDE -it-.125' MI T8 Alum. ALLOY N *f NO.44167 ; $FLORIDA LO. BUILDING CODE i h ala ea V cN Nurrtca Zans �3' Mmc:--! '-•-••.750' .: ' i. ATE OF ".` . r'` mm mtlza-rc. 20 CAGE GALVANIZED STEEL STORM PANEL coo ft :�'`�'•. GRID -.Nr� "�'�-.m ,..-% (2)/� � - GLOBAL PROTECTION ORODUCT3. LM WOE 3'xa".fl =J A fM- ANGLE l�/ SOP BAR ''ysSr IVA" , a iF�a I I" LYING NNN Nlilt"NIA (0. 7wA.(Mt}""ti, 20-176 wy"a V. 6083-75 Alum. ALLOY watsaWn .YWnl,wJ.re. 2Yr .49 + Au:fN"42 22 or 24 PTO EXISTING POURED 0WRETE OR !GQNQRETE BLOCK STRUCTURES TAPOON 044M _414' TMCON ANCHORS }L4" TAPCON A/lU1FA45 1 0 TA-CoN moon O.G. b 9' O.C. I' i 6' DO, b 9' D.C. i , ` CONCRETE• I '! Ma:G PO i I iE t �! i I THAT IwD I � wb+ r RaU tryIt 1 4' 1 Ai :. 1 ' ; Eitt I 1 : 3/32" VlkN b t2 1/2° CROPS MCI SEE Riffi to ! 2a POR A ! ANCf101tM I !•t y� INTO W 00 FOR AIITALLAt10HR INTO WOOD tw mum4PACPK t A mum "a 91MDEL0, "AM*iCtE�m wMaW haatesncr �Y• �) T SGEDCAE TOR FA ON 9PJNMIG SIIDWN S0IEWLE Mr.l. eA,R 6J gm, wlMOM 3 AORA {EA am =No TA m MM -- Ea11a111 Na FACTMI6. - - M'fTAIIGM W BE E, REOtU0E0 T,PALWIG OBtNNED 1 FACR7R SD40 NOT itSY THPN IANNOM . FA4 FApN ANCHOR TYPE DR 7MS SONETAA.E I:?iA"' -My tn' - •-......_ S 7Dp 0 wliL 1, ]INSTALLATIONS ARE ONLY VALID FOR BUROR/S WITH AS& OES10H LDN7S UP 10 455,5, -12.0 P5F AND PANEL'S LENGTH UP TO V-S 2.. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOLITHERN RILE WO. % W/ SPEDFIC DENSITY OF O.@5 OR EAUAL. fit OI AT J4's-2 ;�4"S.S M3: W/ ;P 2h'�J132 OCWTNO NUT WASHER /2" TAPODN ANCRORS 1/2 O,C. SCALE 3/e-I FLORIDA BUILT F'S20x5 aS:S.. ALS. W/ i3(E) 1WNG MIT UWoot OH Oa WALL mpaumstbou" SAEM PAN L �E1FA E 're SCALE 3 1 FLORIDA BUILDING CODE (Nigh Ya)17PIiY HOTTTD0/1e Ioae 6143M iM0` 20 CUE GALVANIZED STEEL STORM PANEL Fa. VON in, GLOBAL PROTECTIONPRODUCTS. LLC. _ 4m SW, a1 sRAEE} P,faa clsw)e rs a /+will areT u- Nwpp 90A - arms. n « DWNNq Mc .,. RM r. .t011e.w wF in A s.ar a a as Y124 (ALE ante 2 DID," �. 24 10, 4. W/ Ds W/a.�'`� (SEE NINE 2.1TELOW) 2'/24► 1' 2S ! tPx S,Ms / 3 Mex, / (SEE Nh'E 4 BBfi7 o VC PG! CONCRETE Ammon SHE 4 SCINfMJ1E Gl StKET ,+.� IaR N100 SdB'W: S'ry tf OR ANCHORS IRE 8[DRpt� L 98tY 2a f (SEE SGE11lAF aN SIon 3 ibl.H fltl DP L.e�� 1n• Eff"I Imm 11 llv� lo CAi4N1ERION PAA41} 00 VINE SL {DW PANfiIa (iMfEbOR P+YA37 IWWERbR PA y7 'T: PAN NCn 2. a, 4 OMN + - I SEE NDIE 3".1 1 : 3, 4 R 4 1 i SDE NOff 2, 4 BD.OW .4;7{ 1 1 1 i I, tED tam �Ep 1+ANFT.S • } SEE NDPE 1 BELOW__ _l.. i11R aCNKRETE i11K2tOE9 SEE DWG 31"yf2... r 6E ux9„TECH---i---e2'-^--'•-- tNt St61F7 SCY WOk tYOOO SCILLW:-�---•,I pl //2' 1 t(3" Al P� i' A:a IIDi[ 3 o@ sm smnm ONSI#.T.2a t , - 11 iNSfA.iE'6 AT FMAI -RIIDIv •� ON ®W/ � W/"AJ • R1 ' LIST PTOWFES MAST PANEL SO 9E W4TALfD AT OPp4IM MiN,l:. AUAAYS SE PAQI�ED W/ TYPICALtUPO%GNa s1A�ALWAYs PRUNWIfi 1QOOREAR NANIX.E TO FAF$OTATE NSDiidATbil 2000 _ N To TTK41 _ E E. 'EEO FROM saiE afPAM - 1• i/4' 11mt OAP f/4' Y.i (MF• i/a' MR. CAP AIR 7'�7 7 7"K 7 7 K� 7 \23t 1.. aR�W/aeW/aQ6,�.ar •. "EPAPnsl1dC 3f.'CT QN 8-B `e iI" SYA.E sf32' • 7ji3r • 1' 0). DFFlNITKN OF SETNFs. 7DOD; E - 2 HMO STORM PANEL CDNS TRINO OF PANEL + TRACKS AT TOP # P=1E PLUS OR is' WHO (i), LFenanON eERNPa COLD E - 2 WIND STORM PANEL SYSTEM CONSISTING 'OF PANEL : VAT BOTTOM W9/ PANEL"US, FanF. ?RACKS TOP 41 BOTTOM. (2), END PANELS SHALL ALWAYS BE LxTNNEt,TED TO 6RL WALL BY MEANS OF 12), f) D PANELS SSW L ALWAYS BE CONECIE0 T;1 60ROA TRACK OTHERWISE A STOP BMY PANEL MA OR FUSED F�OOIINRr W/ IS' LONG iRAO/K R7 BOTT/Q�M.,END RAk2tS f¢J ALE ER: r OVI ER VID O AT TOP OF SLU;IM PAIIELS. SHALL UENECTwEO TO W/ 1f4:P^20><3 4 pMPEp�(E7iCERT WING NUT OR 1/4 h2Dlc3 Mln. rll NTO AS /N'NYECCTED TO BOTTOM TRACK. CO/N�NECT/ION SHALL CONSIST OF DESCRIBED ON H<7rE ta) I.LWW)� (3), IF END PANE ARE COSCREW 4 s"4T-24x3 WWI No Ta; rmmWT#ACR.B T t FASTEN21 ERS S AT EAR OF (3). FOR CASES WHEN END PANELS ARE USE JONitr W/' t6' LONG C]1 AT BUT F3� PAINEIS ARE NOT TYO BQITMT TRAEGY, iSTpP OAR EXTERIOR FLAT FIANOHB OF END PANEL. SWrti. BE PROVIDED AT TOP OF Sl1CH PANfiS, (4), 7N CASE THAT ENO RAVELS ARE NOT OYfNNECTEO iO $DTTOM TRACK (ia. A STOP OAR (4). FOR NSTALLATONS WHEN END RAVELS AND SO+E aRfi'RIOR PANELS ARE DiIPCRY AT TO+1'O LEAST TWO PANELS SHALL H .iDHINECFEO TO BOTTOM TRACK MOUNTED TO £%15TIN0 SIS.,L WALL, MEANS OF PNIELAUDe ONE NiENROR PANEL i3 ONLY PEW USING SPED INIXCA tX-N NOTE (3) ABtOvi. N six,`Hi O.E. CONNECTION OF PANELS MAY BE USED 4OMLY W// TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WATT TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION , W/ TWO PANELMATES FdU.O1WIND+ - Z95MN ON ELEVATION AND W l�,3 1/2` (5). SEE SECTION 1', 3- 8 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Him. EDGE OSTACE FOR TARS G15{2 RFITJ21OR PMIEL USED Y (2) DOES 111tLILIIRgANNYV NOT A TT(��, EWTroAQ1�ACENr� P hiEJ L�EFrr & OF 5��HiiiNNN..-LLLPAANEEL)) NAA ANA"�p. Trypq owNMAPs RETRIED BY FLORIDA BUILDING CODE (f0 h ValValodly Nurricane Zana) i NO, 4 167, •' z °�° to O• °K` 20 WE GALVANIZED STEEL YIN. _ STORM PANEL t1n11AT m: STA OF rr E /� GLOBAL PROTECTION PRODUCTS. 1L 1 C o INN;, eeaa AW 51 6IP£Ef 'y�c=�F1 POT,+fit A� :"WIN 2Q-ti76 . ar"a PHPNE tnaN)aRaTR tAr'Sra4Tean eFr �.'•,... r fan.... WO`aw.taH,tus:i>141m-.,r «. �r rrfr GRAWNDxm; 'jipl�hyON 1. k��TE: a4-mosrio .Lia MWILIER A JA, w yr f":flog mmr b Ora 4. .WALL 0 1 UAIM O $EGUEAR PANEL SCALE 3/e'-1" 8EE ®ktT Is! go MRANFliDRS TYPE !AwmAft Now TIMC 7f4ER Im. SPAONa MR IMITAUATO& IRTO'WON Ift mom NAMM 00 S � RMMC MADIMM MI NNUM ANCHOR SPAL'M� me MRNWUM EDGE DaT = ARE 41OKATTD DN TARS laYaen c Cerax,4 Qn3 3 3 } 1. I/a - $040 tl t MR EA 1ffi 1H4i ANnMwTEP ON Sc4nufAtif,7gR ' MSEi%•LYAID SPAGPND pow to 901m" iTt4w AWtN Cw.mr Petl: RIMS AGIIPIL STA (plq � Fe:FRXE BY Tt1E KA.tbAWUG FAL"iORS. FCN TANS DPER2TidN ID aE I+fa�Mi, DWDUL`E9 ! =L•.�..� ja _ _ -•.. ,.-..•._a �__ .. ASAC'dAN OIOlAfNEa th4.W t'iak S4i4A MIT RE LES4 trWN ME$NUM 9PA01tIG NWLmouL k G149t. ANAMbR T4PP aN LING E PaSCFMEDIS4 _ A• ft s It iw-tD'W PANNELMATE PLUS W/ - . "e : 3/32` WNO NUT 1MYLSFER � .(BEYOND) Rc¢1i1NEQ c WALL MOUNT I TAT &TION SECT3f1N SR : O �FE Z. - EMU Sc" 3/6"-1" GENERAL ►OTEM VALID g-Z um =1E1 PANE cvm. 1, E-2 LAN& STORM PANEL 940" ON THIS PRODUCT EVALUATION DOCUMENT (P.E.0) HAS BEEN VERIFIED FOR COMPLIANCE IN ELI) MINIMUM EMBEDMENT OF TWON ANCNORS AND PANEUWE FEMALE 0 k PPNEtNATt PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71N EDITION) OF THE FLORIDA @UWNC CODE. BLOCK SMALL. BE 1 1/4', AESION WIND IAADS SHALL BE DtTERAWNED AS RER SE4'iSON 142D DF THE ABOVT: 14ENRONEO CODE. 6:2) MNMLRA EMBEDMENT OF t/4Y % 7/8' CAix-N i7NGHORS Sf1AL. !OE IS 7J8' NT9 CONCRETE, FOR. A }EYED sPEEO AS REOUNID 01' TOME UURIStNCTTON WFIERE THESE $NUTTERS WILL 9E NSTAii.£O AND ND EMBEDMENT INTO ANY F1Ni$HI MATERVV: SHALL BE PERMITTED, FOR A OOiECTXNALRY FACTOR Kd*'O,$SI U67iG A: E 7-.18 ANO SFW.1.. NOT EXCEED THE IMUM (A-S,D.) 1/4' 0-20 85 yWEWALK BOLTS USED SHALL BE LONO GNOUGN($HOULD ANY FINISH MATERW. 0051170 DE54N PRESSURE RATINGS ""Ito ON SHEETS 25 k W, ENOADE 3/'4" INTO ANCHORS. IN t'w'R TO VERIFY TWE ABOVE CONDDiON, ULT)LMTE DESIGN WIND LOADS DETERMINED PER A'SCE 7-ia SHALL BE FIRSTRF]7UCED TO AS.O DESIGN WIND LOAOSOY MUMPLYING THEM BY 0.5 IN ORDER TO aS) N CASE 7MT PRECAST STONE, OR PRECAST CONCRETE PANES BE FOUND ON THE IDOSTiNG WALL, TO COMPARE THESE W/ MAX. (AS,D) DESIGN .:PRFS$URE 'RISINGS INDICATED ON SHEETS 25 NL 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN ILI) AND N 0,2). IN ORDER TO VERIFY L'OM1� AND A.M ON THIS PLO. AS WERE NOT OVER "T STRESSED. A INCREASE M USE HE ANA .FAST N AILOWAHLE STRESS FOR WIND t.DA05 WAS �7, USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD FA$ � EN DETERMINED IN ACCORDANCE WITH N_AS. 2015. (C) A MfALEO FOLLOWING ALL OF THE RECOMMENDAMONS AND SPECIFICATIONS, OF THE ANCHOR'S URS&S ,BE STOW PANEL'S ADEOUACY FOR IMPACT AND FATIGUE. RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER MAESTRATIGN TESTING LABORATORY. INC, REPORT j 2032, AS PROTOCOLS TANS-20% ti. R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUITER TAS-2O2 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTIFR SHALL ONLY BE ATTACHED TO CONCRETE. BLOM 2 THIS SYSTEM HAS OPEN DESIGNED TO BE INSTALLED 04 THEOUTSIDE OF THE OPENNG ACCESSING %IlE OPENING FROM THE OR WOOD FRAME SULDINGS. NNE USE OF A LADDER t>R UFF. THB APP[UCATNON f5 VALE WHEN N5TALLATION 15 INTENDED rQ BE PERFORMm 12, TIME ONSTALIATION CONTRACTOR {5 TD SEAL/CAUM,K ALL SNUiIER (XXAPONFNT EaGEs WHKXN REMAIN N CONTNUCUS FROMHIE LION il# INSIDE OF STRUCTURE.CONTACT � WITH THE BUILDING 1D PREVENT V ND/RFNN INTRUSION. GULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 3. SE)RtES 1D00 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS *04 INSTALLATION 15 REOUA2ED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS ORA:W= PLUS ANY BU1LOIND AND ZONING 4. SERIFS 2000 INSTALLATION 4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HOR2014TAL .SL'IDFRS STYLE WINEM WHEN REGULATIONS PROVIDED BY TIE:. JURISDICTION WHERE PERMIT IS APPLIED TO, INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE .INSIDE OF STRUCTUURE. 14. ATRXIM WINDOWS AND ':DOORS, INC- E - 2 HANG STORM PANEL SYSTEM' IS PMENt POHDIND, 5. ALL ALUMINUM EXIRUSION75 70. BE 6053-7S ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (a) PHIS PRODUCT EYALUATIDN i}tlCLIMENT (P.E.D,) PREPARED BY TAN' EAICNE£#L 45 6EHE'INO AND DOES NOT PROVIDE 1NFT7RWTION F :A SITE SPECIFIC RROJECT; La WHERE THE SRE CONORIONS DMATE FROM THE P_E.O- 6. ALL. ALUMNUM SHEET METAL, USED AT CLOSURES SHALL HAVE 3I115-1414 AI:1DY: RE*vPDNSiel.#,' THE SELECTION,HVS PURCHASE AND WG UM OF W a§ TO �` FOR (T CTHIS R 7.:Ad.L STEEL SHEET lAETAL PANELS SHALL HAVE ORAL OLIALTY' STEEi." ASTM A-:853 ORAOE 50 Mq4, ikALWbNf1E0 SiEE1 TNF5 PRODUCT 9ASp7 GAI T:IS P.E.R. pROVILIED HE/5ME DOHS NOT DEVIATE FROM THE CQN1X'OfINS DETAILED ON MATE ROM HE CO S DETAIL DESIGMKIKIN W/Fy- 585 W. (AFTER AIOLLEi). THIS DOCUMENT, CONSTRUCMIN SAFETY AT Sit IS Ti'* GONTRACDDR'6 RESPONS1RiUTY. & ALL SCREWS TO BE STAINLESS, STEEL 304 OR 316 AIV SERIES OR CORROSKN RESISTANT CURSED CARBON STEP. AS PER :DIN I.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIM; 3018 W/ 50 kIN YIELD STRENGTH AND 90 kill TENSILE STROIGTH A SHALL COMPLY W/ FLORMA,. O 4."r. CODE SECTION 2411.3.3.4. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REOISTEREO ENGINEER DR A'fRCH)TECi WHICH WILL 9. BOLTS TO BE AMU A-3C7 ON VA IM $TEEL, OR :(1ST 904. SEINES STAINLESS STEEL: WfM 36 EMS MINIMUM YIELD SSRENON, DEMME THE ENI NFER OF RECORD MCA) FOR THE PROXCI' AND WHO WILL, BE F(ESPtXMN E FOR THE PROPER' USE OF THE P•E0, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENOINEER, SWfl1. to ANCHORS TO WALL SMALL. BE AS FOLLOWS: 6L18M1T TO THIS f.ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) jQ MIGnHNr.. PLN,(�1. ;_Rt"YE, (e) THIS P.E.O. SFMAJ. BEAR THE OATS AND tKiDINAL SEAL AND SXRATIX?E OF THE PROFESSIONAL £HEIFER OF - T/4"e TAPCDN ANCHORS AS MWUFACTURED BY I,T.W. BIALDEX, 04. (MIN. r -3192 PA.i.) RECORD THAT PREPARED R: - Tle e X 7/8' CALK-INANCHORS• As -.MANUFACTURED BY DEWALT INC. (MIN, t'Cm3000 P.e:I.) 18. 5TQRM PANEL MANUFACTUREFR"S LAM SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT Si'ORM PANEL IN - PANELM4ATE FEMALE 01 $ IANI3AATE PLUS ANCHORS. As MANUFACTURED 'BY Ef.CO I:DNSTRtK1 H'PRODUCTS. ACCORDANCE WITH SECTION 17099OPENING 3 OF FLORIDA BUILDING CODE. ONE WEL S 144 BE PLACED FOR EVERY f'-10 Fc-3330 y.tc.i.} L48WNG TO COMPLY WITH SECTION 1709.9,2 OF THE F1.0160A BUILONO CODE A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2' FOR PANIELMATE FEMALE ID A PANELMATE PLUS. A2) MINIMUM EMREDMENT OF 1/4"4 % 7/8' G4LK-N ANCHORS SHALL BE N5 7/6' INTO CONCRETE: i44-EMBEDMENT Alp L ANY FINISH MATERIAL S14414 BE PERMRTEF?. nN 2N 0 S. SIDEWALK BOLTS USED SHALT. 6E LONG ENOUGH(SHOULD ANY FNRH MATERIAL MS) TO ENGAGE 3/4- MOH�F IN1D A A3) 1N CANE THAT PRECAST STONE,. PRECAST CONCRETE Be FOUND ON 'THE C. WALL. Q�" ,•,•• FLdQR. ANCHORS SHALL. BE LONG ENOUGH iEl REACH THE LION STRUCTURE BEHIND SUCH PANELS; ANCHORAGE SHALL HTHEPANELS, IN SpAvERSTRUCTURE PANELS, C BE AS MENIRNW IN AL) AND N A2). TD EXI Amme DIw octC No, 44167 (a) Aocj ,ml s -*s --1, TWAIN ANCHORS -AS MAINUF FLORIDA 8U)LD)ND CODE Ht it Veiaa Hurricane Ian+ MAp BY I,UIR BOLDER. INC. 1/4"a AS - ,,•. axm TLUM NC. yp. 1/4 A X. 7/8` CALK^TUN ANL14OR3. AS MANUFACTtURED BY DEWALT INC, (CM-T500 P.a,I.) ' t'1., �(... ,:.: 2a CAGE GALVANiZEDSTEEI, STORM PANEL -. 11114-1a PAELMATE FEMALE ID 40 11ANIELMATE PLUS, ANONOR5. AS MANUFACTURED BY ELCO CONSTRUCTION . 4*0 an _ PRODUCTS {i'rn-29?i "J,j M - P TE�1�iN %%QUCT.iw i. aT 1L E C O ENe:: GLOBAL NSCa St. IP i1(RfT Aa AW. «.>ti 2.\ uR.r RrmA a Nlw PIIDIIE (Raab-aaa 'All, Ues.atn 20-176 Ie... r pW P1Wq., fw : ami aH-I.W �" .Re"eR. wa _,a sw AWAWWN We ;_7 PE SGY:/9lRNtlAIffMTE WV.TMIUA'1Jr., P.E. Sfin-:Sf. i - - ENm 21 W 2E 2U5- - _ IN51ALLATION. OtF/aiE IIR1Ka5 tPK vinY �� � $ au.. DETAILS EQR SERIES PANEL (1), INTO PO Ta1�1� CAIR'bil IkOalm I�IamE�Axlt+tA. 4. r ,c `NVT 2ri �' 2000 AND 1000 E-Z I OR CONCRETE NICKiEANtPIOIN` a t�� t----c.°" _\ -i HANG STORM BLOCK E +N.nna"[Awaa `- aH� >m1 ' 4..�u�� Als "i i l7i`n" oe"�i ceWaas sa( M'Y"J° Iwel. Ire cotl�1\ pa@� � t/+11-f4Yw• 1 W AA" RAT • 4 Lam. !hY' SAIS. H O n9 - i!) L� CLYA I R i� t Wlts1 1 ! Hum KIeF .` i 1 -4- i 1T { _-- o 1 sEE itenwMt nit- S1roPIPAa l �/a'p- 1L yEW20t7 P l tpN i S 4s-'EaeJ 1' I duiI.%MA' ANmt R6N ww 1r � Y SWI�W HjApi ! TA1NG - il�ak CwLAW ! ` i 1 QLNTL 1 +W' HNY3P. offlif 0~ ( F � " � G ,rtr; / •,": �"r � �� � � E' e' 112' . Y � (1E - �3 . / /' :. ? /i' foum NwrcA.T1 i Roxam`COW a: 1 3 NON __.. .. I r. 1"10 • DIE. w eaY;.,.. i ).t,J aN Y` ..,__....._ _.... ) U''+'tmcy w& �leh�,��,�- -; I Wf:. MNP rxAO I �,+ Mn Nei 4�i-�mE.•' +' aWuann.. : TO1s 1 EEAaAT. aNIcrlEm • �a ;I ,n f/ tta"urc. YtleHNOIM � � AiKH"e-,! y I • magi -.:,Ns w�'I°h�+aaru•. Mn NNT Ca /l'wWNa e"'•. (#Y AIYAThAS % YPJIA :ti �..... - wrtag Q Fi 'mR WIN RR IXIRDM.E MW tcEr ka NOWd 1Elda N7 r. aN mAcr T- 7 WAt.E iiD.£OIN INST. t«ea<Q m eAa �IIL:, OUNTI 1� 21�N'fJN!# ON SECTION i= Q s 3/ r" FLOOR TO CEI1JN6 90kq T}N#R INST, Jung. ouT Mo & INSt SCALE 3/8'-7• Nq�tp �/ : SFEa, we 8 'ems M SPEPFCOCII&S nmtfmmm TOR Utz a. on AT'ia"6 M roTR.as 2'a . - .1 Aa 1}111 WIll/t I Tt d t a 1A.t aIf(w. W A Na® ON taa CR 9111I3ATWN TIK ON 'AI¢t O1 �Mttlo't /y� S LLs tl AJ Naa Fyp ,neat y�.A �YypA ♦ �, r ,�ry' '•`:-'`•U`. tA, _ ,`r y : ��11W'�lt•• No. 441670 rCAi = FLORIDA BUILDING CODE H h VaiDel Hurcana Zohe ` tXWt7iEO Vr AIY WAY TO SM ANY ttbDWN"1T9M s'�t'; STATE OF bm w- 20 GAGE GALVANIZED STEEL STORM PANEL to. sn O'- „ " t/2" 1 YIC 2i L >a _ y 1L 1F C t� GLOBAL PROTECTION PRODUCTS. LLC. AND ,� 11 1 , fFMo: 4BrN sAT: 51 'A1WFk1' 91 \M "e YMMWI a"pp., TL WHY VNOIL 0440711`4% FMd 01SOM-wim 2a-'T76 PE Ax/solNr)TUtA'/OATE 1qw, MIs1 nr-,m. ro, fRN Mtn-7tlM r .10011,im e...: 1HRMNIR NT: 104,11:11' Ama n:m F MR♦. - - N N to -cu U L O� O 2 0_ cu-0 i..l.. .CD U 0 � �V ,�^/� Fn 0 0 0 _0 C O `� LL O .D E LL o L cu cn CIO a z z w J �W E., C C W O O ram-" O 11n C V N L C li-a7- -0 N Ca O lT2 w N � d '37 � � d L d C Cam] (n .® C t0 C 1�. L 0 C W V I O U O I..L W W w Q Z Z Q ^J 1.A. SHEET NO. SH 10 �-T---FIIT--t, I FUT---: - 171 1 -+-0 (U (ll U) Ca N -I-, U " Q _0 � 0_ 0 O cu � a - .0) U (U � AY►M Aj%Qa Qf31fiN PRESSURE RATING (pAf.) AFAt CU n w r `v CORRESPONDING MAXIMUM MEI LENGTH -0 GHEQIN � AYIY Y . D. DESIGN PRESSURE RAT1N6 s.frj AND CORRESP,Q� Wj2 Aft WW ANCHOR.11 FOR SMHES MO Ni cww rre U '0 -_ i tSf30OO I HMO �"rORY PANil t�S --- Y SC N F l met = STR arrirovc E a. - ma< a sTurce EX;E Q 0 - SP.�I�z!lifi_---NEDL...- i3tL�4.i'�U..xT►n1�s INTO co�u._-E t cx�weRE€E I�--- ----L -� C - f,- (VALID Y F11R 4 ' L IVAL PANEL, 110tt> AS PER -_ . _ WSL to - ,Wr'. } 2U FVAL Y L-T5'w15 R SFrrlTalc 1' t l 4 PDR.i�6tLT p.m �� � Q � va O LL SECTIONS CO O -+-' �+- CU •U p > -� O $pppLL jj� a- xg/ p (3) L � Q. i MEAS1 EprFi#aM BOfiQM OF PPl� & wwomor AT oulimm k 40x or PANE) LENGTH I " �=� - CIOO/ U D_ 12 4t Uw= TO BB.O Raa. A.SD. OEM RATANG: T f;T_� {• NECUtt& LL¢A tXSTANCE BETWEEN BOTTOM OF PANEL t if2' Ah'0 TO - t 2" 1 N¢x. V11.1 It ++ REQUIRES MAIL DISTANCE BETWEEN BOTTOM OF PANEL Ju AM 0 To BE: x/te` iB`ow00 WOW - 4 , �Ntk�iAu7l�r a`4 51'�)GENSE % . si a , s FLORIDA BUILDING CODE h Velocity Hu cone Tone FIr*:m,i,r" z mom tL>¢a rz 20 DACE GU.VAMRED STEEL STORM PANEL aMJ9 8f 167 irNr.. GLOBAL PROTECTION PAOQUCT3. LLC. °'"... f L E C /Nt, NbaO Bw. s} bTAmTmm �'a�sSl NAL • , w , .ww wocR a AOmmN« Am Et " rs a fmI `Ia1M T 24-17WAL 5um ME s wiw x E. w, . nr r a,N m-Ma 4/klfli 11111RIiPB. . W4 G".40air,a Mwli Pr: wAlTm A TNLLT.V 7.C. + iNa4T Ya Or I I I I I I w mi MAXIMUM SINGLE AYEL C� ENM "L" SCHEDULE i/4„ 3/4, 4/5, /7 do LIES M - e EMI � FoR REouu►� sroRY 2/4 Tw/s. 2wl®> aw/T ,k 4w/7 EAMA 1051ALi WN INTO POUBED (;QN eRM- raaggNC�±ETE WAQK & VMD (tj s. - -A moon 9 ul)E GN _ s-,04: ai'iIL{D1nE 1'.AL1Ei,l AT EACH -I. WN,'-s_ � 'ry�t•. ifpA.. i Ai-TRE. OR eOT'tnY ENDN TRACKS T3`4. {xT5 d� dr ±flr LIBf�,� - ° e tIA1CKS a' ORdEl* RtrY IJa71lWTED AT N ETNI1* D.M.>�J,�,j/• r-r-T--T-r r�-�-; -r-T---r-+--r11 ; , r7--I-r--r-)-i--r-t-'r .. YTtRi DS PAC" - or ; , / s.. I----------- TI-F F,T] . ' A g EF g k r ' #11[�L__ ;1 { ^ UNBOLTED PANELS r BOLTED PANELS Wf T AM=30uT 1 1 --(D I O {S� g� NO AS f - .s. MS. BQLT wf a EA OVERLAP (SEE SECTIONS AS 216-i. E'1 as -= 1) 11d S W __ . __ _ : _� L_1..1i_� o 6 >Z *0,031 ! m X 'O L6- _ >: a t ARM. 2/4 1/4, 3/4„ 4/S, 5f5 it !?I y+ aA Y 11 IW/B„ 2W/b. aW/7 at 4w/7 CU Q � c ON 8 so Aii -- ANCNGRS (GEE SCHF3fUfi SHEETS ,. } a � C r;� a> d .-r REGU R� iy PAIN � slL LEVATtON 1f4• Mom.ffi/� 28$7' 1N:T.S. ap OlP DETbM-11BiCLEYxIEr) .v c�a Ao3 I y - O T MINIMUM SEPARATION TO CLASS 90*DULE rlA�i fU , SECTION A - A. `'-.(��'\) 20 AN WBID SPEED C TJO mA•h wBlo SPEED > 170 ii mP•n i,:/ N.T.S, `•1 (in) iMMB'STENNED RESTRAIMM IN RESTRMNED RESTRAINED rpT9�! 30 OR Lt55 1' ,• 0` B i/4• g{t) Li. MAMNUM ALLOwA�E PANEL. LFa167F+ ? A OPi)1 P45ItrrE AS.a. DESaN tf1W. C7 L MAx. ALLOWABLE PANFl LAIOIN FOIL A OMEN 1%R ATNE RSA. 1NE LC11O. .a=. >33 N 4O 1• 1" 7 }J2^ ]ifs' 42) P�Dta To OE'M%*NE aMomim PANEL l wft OA"FJl A i ks:Q oEskN LOAD, OCTFYtaSNE aY1rtABAF. IMNA LE1gTH is • FROM 5CFKDUIE. >90 TO 145 1' T _. 7 I/r 7 1/2` OWEN A NEGATIVE AS,D DESKIN I=, OiTERMI It MAID" xNEL LDWH % FROM SCHWA.E Foa IµX aIUG A/IANGBIE PANEL aw" is EW1N M TTB Dugamw PANEL tEtNCM Otte TD 1 T` i" - -. 7 1/2' BEN " 'L4 AM "L '. ANGLE (3) SEE SCHEDULE BELOW FOR MIN. FORD, MON FOR POROSITY OUNLIFiP�nON. fl�-)' bl!:TR4Yi%A15 iMCO WOOD Aki UNITED 7d # 9r P.a,t= MAlI: As,O, pE'SMdA PRESSiIRE RA'SttiO ' ' 0, 10 A 11 FOR MAN..>45A. LOADS it wx PMla . U Nma FTNR 9E kO . m I al 0 m $ , SPAM B USkb. "` $' •'•• FLORIDA 'BUILDING CODE Non High Veloc NMrrlcome Tang % 44167 - s 24 CAGE GALVANIZED STEEL STORM PANEL OWN an 11 -� » ma',,, TATe OF * I AIL E 0 awa. GLOBAi. PROTECTION PRODUCTS, I.M. �b �y_4-C oR11311 / O'trJ ru. ww. r, r se, lwwr wtwiar, a aztw w`w n.. ssita 20-175 J >...,--. •� IO--= atri' Aia aaW o,-tp> m4aw (W)mm-7 ii, .FAY: (wiev - m gl4wai0 Na TATA dl-aOaEit9 erw.. tmww axs ! - wAt3ER.A 1E tZr 1f+t mRtr : IN IT 3 Ar le .}^-�'A ^W, W v O _0 CU o- /�/�� VJ L. cn Q Z z Q J SHEET NO. . 1SH 10 I- !1- I � � 1.11. __ COMPONENTS FOR REGULAR, LIFE SAFETY $� E-2 HANG �� RM PANEL Laft Taii- SEAL/591101101EAME -.I al to MASS. ALTERNM EXISTING POURED CDNI SOW os t a) l __0 SEPARATION It 11 to 9 !tf - I I � EQ �, (D � � _;1L d " . . = I t Qw- IT 11 OR 00100400 941401*1 Cz IRANDARD , /11055!, 5PZ;Z� L I- t St T I-113 CONCRM fl] bi I I jW Ex 1. O "I" IOft WD O MAXN,1lIM ASL. � ,r>,,..,,,> �� e„^..� �N �.ro T�%fG P•a4 M5.0. -7s.J TO' OR L£'7S 2 tIl1S BOLTE4 ^ ,", 2•> J`., fiiY, zgW 3Y1 a + o - b&., 73.J 7a• aR xEss 2 T ' /b BOLTED • r A 9W A5A. DFS1Of1 w7mMAi xxalaAs �+ALrolc FaN c a.. 3 t/Y' " AF4;xABlt m �, $,� ($' INCY - MVriW PMEL LatwnLt 'L' (M•) PRESSURE R1771/O nxIOr1B tlt%-iN PN10.aiTE fE14MF tl WN@.wWE PI.i(5 1p aaNCgE7E IaOOM'REIE TO CONCwE7E 1a 09pS71ElC auaL Ir N k f 1 ^ 2 N. /A 72' N A / 12' N / A T' A 2` OP tT- ) Tt' 3'# TQ" 3- 5' d' S` 4• T' (BdfTaM) 12" 3^ Ta' S" B' 8' B" $' 4�BaTXOM 1 B&O, -78.3 N1 A - / N A f f f / A 12` ,{ 11^ BDTTQM ( ) 7Q` nR l:i'uP+- 7' NfA A' 1�. NfA a 1/a' NIA 4 1/2" N/A 3' (TOP) 12' N/R N/A 8 tf2" M/A B Tfr NfA 3' (BOTFDM) 12' N/A .1r T2' N/A T4• NfA 1' {LOP) 12' 6• 1r 4 1 fx" 12' 11' i 12" i i" 4' (ar1TDM) !SEE Sl/EtT Y6 FOR AIM1pA4 TYPE k SPY,C4k' FOR 4tST,it7JO1QrM BlfO w000. rMME BW:ON10. MPPIUY /t1:atOR AEA awllMUa >J36E DS(MICf BIOICATFD aN THIS t,PApillS ARE 50lAL414E fOR E!1 LEST> TNNI !I•FNG ON REWfR TED SaHEbLAE AVCHpR 9pACMG BP YULIIPLYNI6 SPACBIG SNWIN ON aY xlE1nNE ti$ ralAwMfO FACTORS FOR OPEAIa+01! TD $E SPACNIO 08TaN® 1aN/0 F T}W$ Ptl9,4m£. ! ACTOR NOT 1� 4E55 TWW. MWA4lM 9PA1aN0 11{61GTEO FON F,W1 N1LF1pi TYPE A7 AI1CIgRS LDGQIG ANOKBI TYPE lf41 1/eY 9f;i 1 f4 TxiCai _ A�i€IaM r/xx-UI IYL M1¢Nal 9PPA11a R"-) b a ] R }dE ,44,aaTN1Q crwwa 1aa Mwa Oxie.,,W Iax1A axT'. 3 a J 3 ! 1 AAl1B. fA Q41t AIGIDII a +!3' 3. im¢ - im .aa � . im 1J1D SYSTEMS (scAl� t fz-T 7 �___. .•-.15.125' (TOTAL 1P�Ttl)- ."' _--2f81,--R { s _._.._._._..._____.. � 12.SW' (FFFECTME wwnN} -.. f�...�n--•.--i r.- t \,+r-) � �-�-T' h � -••ytA!• � IJ'L'►-zoisJ+, ->,.7so"...._, ss. snRl ra,ETm pia NiUE i k 4 t r .Boa" .asa•tr/ J 1 •_-7 "....-I,JSO'„•-. ,l' �,, T3�11" ° , P1.soo o.oY MIM TFWCK aS �' 3.3irs 6 '� ` OO* , I Aloe" .125„�° ,. OR s tY 1/2"aa ;TBB"-•� -ieB" i l ljdAY.BE wfYENSEO) 1 9a ^�Ty' 1,$'ii' k e 1 }ry NEMMm mrrE OAEVANIaTD StE{L ASTM A�3 NP. it I 4 :iii" P1,ffiT5' t A BD�CALvM HEMS, EbOE �' � 9.,F.5' 1- :i' i.BaO'-•-I .T23 , ._.._...DETAR, 4g - - �-.1..-�.. a7B .D$4' .) {YfP ) +_JJa• 0,4LRIL PAH�• DErAu A� _.2.ona---� { PA,&LS SW11, eE 116rA1EE31 ALaatY3 TRAOTIN� T �W OP'wA� -2397`.--..•.-, �2 _wN" NEAnER 3� ri' 3A,+iCK �4 AI�K�1-E wRN STUD pWlELS FNa t1P �":�- w frflAfLD EncE '. 37S ♦ TO OALVANILm STF}1 ii T _J -.� -....�..II.gg 1 ` ,-..__..... r'`.M ' �.^- 1 !IQ'7" e.B25` � �t 1--._ ,.N.B7R5, ;�$...PUKI L _.,_anw_.......• i 1 i ,• IcnurrQlC VIEW DETAI A I-.... ., L,.-:i" -a -a157 i _ :. - �R i a•�-- ROUNDED CORNER 6 ENDS OF PANEL'S P ND W Eace E U HEMMED r • lR,. XPC,9 ^ :.. «... ^'w� 4 (. _. ',.648 ,. ..1 :' 2b srso• : ,R72' ) x,SOD" I. ( :a41" .oB7' .Asa^ _` � ` N - � .,REV NOLf,, WASNEit 3905-HiW ALSrM. ALtiIY_. TYi>. �-_,,,,y iDGE 6 HOLE AT PANEL � � Rana1 Or PANEL. ,F,�`, r 2,1x4' -d .7Sa"-- ,Bt3' rSEE SIEE'f 6 FDft AadffONAI LWRATSONS f SLEEVE ifM011b 5 , i'. t ' � SLEEVE 2 1 /8w t.230' �._. 375' ►lay B C'ilMY 125' � (tw.) ( ONLY YAW F'011 OLStAilA110N9 HiiO WWO sTWUD1UPEs. A -}a'-LL L __� ---2.5x$'- i � saoaa..awsauat i 1 l-.11e' TVs" 2.aoa .. a;>mT � �% �v �" iy R �$ 'Ur HEADER I {TYPJ .. w K- aw. ro s' M¢r. ..� _ � `�„�' � � YA)L, � _ aaoa++-rr-�����Pw.y�rr wJl._.LAdIrA � _ _I �. 3.tla0" .SEA:_ eaar-nT;+czaY 3 --a r yE�1 aa�l � � i�131:IL1..a3A.dSLEB �,,� t/11 1 �1 1,��w WL[fEi " , •-.^✓' (i15E fNVLY FOR E 2 kKND 51QRM. PANEL r. EN 4 �B a sY'�M 89ss ALUM> A INSTA�,I„�#TiC}N DETAIN,",S FO.,�REGULAR �,�EL t1� PTO PC?UREi�. GDNCREl'E OR CONCRETIi BLC?CK STRUCTI,.�R�,� .Mx2+otzs Ltl6�lATl CONCRETE ANCFA7R5 3 TEE SCHEDULE ON FX)SRNG POURm �FtCRETz.._.,,�- `� CREtE� � SHEETS B THROUGH Lai (SEE SCHEIXXE ON OR WNCRETE 81.00K _ SHEETS 4 TtAK1UG11 101; OR C�pHCi�TE fiLOCtt ���_ I r Iff01lEEEa. TERNAtE LEG ' f �� I �O� tN1 CONCRETE REWK�3' (SEE SCHEDULE ,;•rr• y r SFIEETS 9 T1iRixlGN i j �:! f.. f � Iw � 'C9 "� ^-AD°-t--tO-' 1fx9f�5C�aR ij2• _-;-'-7Tti1> Aj4• 1 f4. ^� I r i �'. ac, as w/ IA,L �' f------'--- .�.~f CONCRETE ANC7NOR5 ,�- -- �� -` T 7 � 1 T (LEE SCNEUt1LE DN j ,jr � .____ i p I SHEETS 4 THROUGH 10)j ; 1 rP-za11' � E4. a $ t � ew+m Wcvs � ,.. , , 1` Mar. n �"`fi. •. � � EIEISTI ,r'� j {SEE. Sta}EOULE GLASS` E, ` _ :-,J i OH SHEH J. $ I � �� t � � �1L (-" _. is w ] -yy. �6'15.. - -�-_ �� � I � l! .. ? !LE _. 1 tfsS_aaea` p n: off la GI,iSS: 4 as-94+T^ I{� 9 -a! l . aM.iS I ON I H ) Sat�ER SEE 9C MULE ON W.Q I : IraIN.aAT, Y 4 SFiEET 3 a.a, eaaic w _.:.I.__,. _._.-__.,-_...__..-_l •L' MoL 'I � ifi iA'a9aM �. 5FR:ET 3 .° ..' [_-�m.r.,_-_;1...��. QIOE A7B rAra1 !. PANEL LENGTH __ �R:pvtR Y Max, i' 10YOM ¢twt r-ay ¢wt laxWH -f5 PMEEL. ( SEF SC,HEOULE F LI?•1001 1 _ � ON SHEEt 3) �..E......,. (� ___. ...1 S ®'__�� E%ISTiHI{���I� SH�'EETE�3� ERLSTiBf'i-,3 TQ GLASS. 1 t SR95�1 1t-..._-__._......� OIASS i I ' t i (SEE SLYtEOUIE 1 _ I'e B ON SF#.ki 3) ! �• 1 Oi 1" I e� ww. � ;�. ffs � 1 i F ' � � - &D. � _-..��..._._..-_I__.___..1 E,b - j �1 I t1G. I I l it sI . ..i..._._.,.._.J tsr-tor V I I �* � 1 �C4NCRE,E AHCIb7R5 � rt 14`a.Q J CONCRETE APN7;OR5 I _...._ _._...L .J EXiSTRKi POURE3. (SEE SCk1EOiflE ;_ {sEE SCHEDULE tRN _ I H O i " SHEETS $ MROUG 1Q SHEETS 4 THROUGH 1 2 LONG MAX: ALWRNNUM CONCRETE R } ) . �, EncE a wAu n sue � ✓e T RECUIRm (AT. CONM116N) SPACElL+ O 6 O.C. VALR3 FTIR Fs'BNG POURED CCNGRETE ALL LESION LMDS AMO PANEL � 3 CQNCNETE �.DC% EXfSTRX: POIBtF:D COIfIORETE.i IENCTHS PER SMEEI' J. '7XINGRECE ANCt#G! S�-•T �. REQUIRED. IEEOUIO RF�A � ADC% i` MA%, 1•QHG ALUMRIWM- SPACERS (SCE S(RtEQLILE ON '',,„,----ED.---•-•.•` rT2 1f2" tl•D. (SEE TABLE 41FE E'1 SHEETS 4 MRMIQH 14} SF;ECTS e k 10.) SCALE 3f8.1• �JIL4 SCALE 3 8-s" SCALE >9fD�1' �•a���,,}GENSF'� FLORIDA BUILONG CODE {Nan Po h•Wloali Hurrlcan� l,ona x mom Pre rr.. - 7ATIx»s. s D. 441 &7 - 34 GAGE CAtXAtGZEO STEEL STORM PANEL - TNuaN an �i� FIXt COAIBIN.!TiDN O•' SEGTLt1NS7 � � ; * A r. E : �. D451'ANaUi Tf a .D EDGE -q sn1 � I L �E C +p► ENO:. aA� Pr�TfcTu�FL PRooucTsP Llc. ,L� (LEE SCH£DUIE ON TOP ec BOTTOM MotINTMGs. CAN BE '�ry`• FZ Op.,. ` * aeaasal. o, �`Z aRi SHEETS B & TO} CtlMBINEO IN ANY WAY TD SUET ANY '` N. w, r, wrrwx,n nw. � szti. 20- 75 - F�iQ •••••f�1�1�Y4tip.�...--....-_-. 'nw�oq` in.lmo,r,.:e DON m••ew rAY: t}.R+'Ddha^o'r►X 1 INSTALLIaTIDN. .nr rui,rrw.w � w7Be1, agNYNa Nm .Los r:.. as.r ... xr rIINNIR61 NaOiW/OATE wKTm A�asilJh P.G r. r !3 3F ta' ae, . 1��'n �CISTI � W�,O� SST ,�CTURES .; i/4'f tA0 fOR£VrS a a" O;C, w/ I t/Y' Wn. IIN?DOED Pl7MiRAT'IG5 Ij4h tAl, SORCWS r b' O.G W{ ��` W EXlst7N6 woaa 1Ne10ER. �` F.% "-'�'-' . 3xa'� fJa`A lAa st3reWS a a'> O.0 WJ ol�m PEtltTNAWN nkt oR oN Mln. T PFNErRrUI¢N Tn ro,f2' d! � ExLslaNa iWrOElz. - Cone, tart- SMs. t E 1 7 _ � iT t rA DW a%YU '�� 9J1'Y^.0�/4" NS. ¢ ' t � f � co„s. Ilex!• s.M.3. 6 ta,sc W> T{t+�f37' wa\t FA "` Ntrr o sa tic � s ENo � (23 6 . � yy (j `q /'� �I ,� 1 4`r LAC SGflE� D b' O.t. wf } j $i '(� CntA. /14xt" s.M3. _ FS :F - }//4'a-.i#}/#' T�JS"- f }lT• MPc 1FB{TAP€a Pf1fE1RiTIR1 € �i :a €A, Sr j.. a � 1-__ HEA4 as. Wi 7�1j88:b]!'BY^ To a%hT1NG WOaa 11Fb1iFR. i °Y J Y. (SEE DETAA tJY A j IMNG N4R M�4ia1 y! lIQ1E 1A BE}.ffiW) {� x'VERr� (Tjp-) ?r : t.� { iKTAG. 1 3e A - ". ,:...J 14° Alum. PIIP iErRT 4 -C m.. anti` saes. ;y .�, ;L A .,. g ') i {rr EYER4 fi Ek fla3 i� 1 ^.,. 4} iryr� 5. R 7 i N s {SF,i~ aErXtl is J2 1 � NaiE 1A. HHH 'wJOEt NEA081 1�OttIf1EYS �/ ,. : Y al7a" Mri: T e•a-xOr3{4' � Ira +' Y i 8".PNw pp f a" �.S T 1th < : is CLAs3. Wl YN3 2 `Yx3 ST NVrW Nlh 9 '� W. A 3Y � W�U1B0 yS is Oti£eL. wINO 7jeM3/ }y 6YER!' GYER[AP 12' aL 1.. 7 r{B" i�an. 5 EVERY O'rai?LAP R _ _ _._ t 1 e`a-414:t 4` N01/6S'� t e'b-20r?lw'�i^`{� _ -___ 2 4J/B" Nit. WWlCN4rT � � gZ� '" -^• �. $g�' �I1Ol, ! EVEwA dri>7AP � { 3 � � t : +� yam. ^ !I ,� w J �� It ,� M - '..-.;, i s4-zmsJ+* M.x w 3 care � 9 T. n S M� T AtJ sa- g� i B r a Nur i ' -1 w 7 O.C. 7 - 6 4} t2 �:!" Mux c . -)� �a n 8 7 I A `w MNELLwTE kEMMe. 4 _ W i / e P Aa2SW. a T � ANaLMA1E .. ALe.���,wt Tjrl" mn. Tf7RFMED GwA '•° :��Jjj�#� /<.sMWWS��O �NaTE �. I :. pp M-6+'•++.T PENk"1iwTIONr 12 ,ja" t1,O. M I.» NiTT: �#'ii4Pt3/i' >'x +{{'i // �iRt1M$ R 6 0.0. 'M 4 Y'+9' (�i °UG 1 4• 4' 5 MM„ EO 11 RFAa. PEi4Ef'R{TN)N W. c ' -TH W'. P7ATEA7 SE.RIE5 2a0a CR 4?iA'TE REOtuRkO 45iR 5 A.. � 1 F�$&w1) }(,p } + T OR iwd E'iN#E .. . -.. x.' tN,B. W. T Ax3 32 s 10 PANFOAa1E P7115 W YIaAI NOTE iA J JR J " / .. ..K'' TwLOw) r M ldlT i PLVATaTA1N 4 82 A .: ✓`' i'6` a:.,. 3 SlR�"S 006 • {4'P"LA's SG7#:A'XS a � 6.E, W ift f Wi SOREw3 O. B' O:C, W/ Mrn, f2P a"NR°E0U ,�� •par Ia „ ' '7 - 1 i/2 Mtrc. YMtgTld%p Pr3d'eFt6iTfWd TROT. (2p7�A4'. 'REaa }("�' M$A. 'i1iRE.6Ea �iESgATiCM W�OafbOR � 19 MFMkGSN �' P;ATE. �•yy �wEA#IAT�E W � Rt, PWE 7�all'.R£D rai. :lM QR ON FD6E ^° ATE, R�L>ti.'nilE _ 5911.E iJ4�T" �'l TD CELuRG MOUNTING pcT'ERNA 1tT�C�t Iw ,, N$TALLATtONS ARE A'AY YALIL IDR 19UNDINCS w1TFl A.5.0. L7MO's � wW`t"�'MA, F scALE 7/A•�' i`�' uP To -w$.c, -Ts.3 �r AND PAFNEs LENGTH w m s-io . z TGx NEW WL'W FRAME eaNs7Rtx:riDN; rTODO MEM>XNs m � souN 13 �"`'�� .^..�1f} sGALE , fe-.1^ PP$ No, 2. WJ SPECFic 11F11A5177'r OF ass OR EQUAL '^aµ.,,J• $ �Y." , t��.�•, ✓.�a �� +` �P` £ _ '' FLiJRIDA BUILDING CODE HI h Vet Nurrleopre Zona} aa1E.JA $ : ND. 4 t � iaT >}c. ` 20 DACE GALVANFLED STEEL STORLI PANEi ;' sPF�awa aaT REatAEN1s raA � sraP Bw Q AT Tp> A4 ''s # ; i Tt � t m; NrELL AS PAR :L CCwWEC71aN T4 (RACKS I(��E On AT e61T9M, 9k"uFO trN ^ : S�A QF � trr•++�! W 1aWY OR ;?n4D a65RtIATW11 95PE aN SHikT Z� 2 . JiA% - Gli)8AL PROTECTION PltOOUCTS 1,.1E NmE rnR cxiMgMa4Rffi4� �i F�.� nER IIYOdD.cnr`s-.''rtt" `F�(} Ei�•' � : ITII� INC. .eop swP y .�}+�; ........ "F1F'' � Nx, n+w% s 20-1 TB TOP h �X3OA, LZI)IatA.7Xx� aa1 $E GYSIADNLD al MIT'�.�' M-a APP'A.t»/wa. R+>+Pen x,+°•,w, �'/»a ,�, SY�(abA%ea••aTa wAY Ta'BUIT ,7N &aSTAl1/NTON. .,•,{, ,l4" �r/iNrMM OrAtVMG r A• Nor P-E 9aAlYMENA'R CA-GtltsP#ta '• toy. w.: aa�ptt +„p• NOTa' x SNUIT£R TwAEXs' NaY SZw/wl; FAN C1AWIPY A T$,df 4�.87 t 3MEE1 M-a: $„ MAXFMUY PANEL LENGTTd FdFx9rAR,1 ASD. PRESSURE RATRP3 anNCRETE A WOtXi RISFALtATIONS �' sJ,o rz•-o• Tr`-B• aaa li'-e• ra'-a,' A.a ra-Ta• ro`-a• saa 1D -r' y<- srlo a"-r" e^-�• ffi.a i=a" a=O' irw:a d'-5" B'-9r^ TIRO B'-3' 8'-D` rTaa YFSa l rBB 5'-5' MA%1Mk9M PANEL, ZENCTH MM JI..,* D. alU1$i FIRE RATWBI P•a OONCRETE 8 WOOD W,STALlAT1ONs t L4 L++ aiAa if'-f" /3'-0' zAO 12-t0" fi"-0' aoa x'-e- ia.-a. .zso ro_To' c'-P- .r�a P -d' 4'�a" 4wa 8-T" d'-Y Kaxv a -a' a -a• $5.4 P -a- 7 �2` lap r..a• a-rl• Ala ,.�. a=s` &5.a 7-0" d =3" 4ao sa• b"-a` 48.0 � a• 0•-r0" Tara b'-;€' 6'-P` IE+b.D ... $•-:T^ sue^ Traa - �a'-r` rTa.a - f"-la" FIP„6 re,, A aal x+� �ri�w P ,i�t.C+][T7:�'hiCa3.i, k' R Y " j�(TO vVb()r} STRUC7'uRES , � , wnDD A7NGNaRs { - i----..._..ta� ,� �� r - /,tTsEE 5ci1EDULe aN SHEET IT) : �." �...�} s ``'.,ba`L±tw sats �.,.-` � t{, l:J A,iai/a'oc f A�rtn Prw. . 1 s • 1 J t� t' t`� i i R` Max• ' l 11 , NL-F � �� /.. YAGD' '� wu00 ANCHORS %� i PAf#1. LENGTH REWIRm y I i 1 1 (SfE SCHEDULE ..' i +f;" {S� 1SCIIEDULE ON 's f I 1 i 1 i%N Sr•IFYt T�FQR I I ACF31 MAIL } - , >.,,� ,� /�',ni _ - SPACER i ,� OF 'L* � ,7 i : FE 1 � ..IFNOTH- MAX. � t >7 I-y--__-__ __._.__�1 awEau°°iRNEp "~: .�2 � t 1 E Eat -- � _ � Min, d i ii v� .' _ i ( i sj I - 1 ' . ' . ` •. ` i �. ," i �1' MAIL. 18110 ALUMNUM SPACERS B 12 Tj2' 1 i 1 � � 1 L t �7 O,C. (SiE TABLE 1 dN SHEET T.) lI } � i. I SEE N(RE i°' Fink UMTTATXRiS FOR 1 �.. � � T s ; i SEPARAT;ON. I `L" M,q%. E I 'L" MA%.: { i•; 3 is S { f21 L.I,M: 5Y,EEvES, {SETO.SCHFBVeE j PANEL LENGTH i f {B� 5t#If � }; � i E ?` A ixt SHEET J). 1 ��. �j� a) �--- _..,.... _.1_ _' ON 5NEEr a) °s 4 ; i -WWEI. W}TE Ft?AALf_' KY nH FANEd:.. 1>tATE A tl - .PLUS SEE ST3LEDVLE aN S#�ET I ) x }• ( { j `r_,.. __w�_:� -.� �Y_. �ry7rg � Min. i '', ,_ .� its } .�_ T� .... 1 I LaNm Oft Y-B'j. } 13Ct5i1NG E I i, 2•µ" ;pDgD _F__-•. v -�••+E ---1- - 4 _. GLt'S-'-•-"'T SE€ T f FN+TE RESUIREEF �+� � Oi�[�L1NT W i � si;fET � � f .SPACER ;t � I_.____ �,,._ 1 � + A1_-TERNATIYE 2W' � _-�_. ._.__ 1 I I sCAIE 3/8r1' �tA`�+'�' ' A L • O 12 1/2 O.C. �: S€f TABLE Y1 ON SHEEE T 1 FOR MAx. PANEL LENU3NS # I ;,= � MAX. .0 DESIGN LOADS FOR THIS lNSTALUTRlN. � � � ��' i j ---� MAX. i ` l 1 - - -:-:.;3 4' � � • is 1{a` D.0 !: � Ww; .,,,."�1 gq.. jj s __-_.._..,..____-.i _,� � _ ? I , € i ._..: WOOD ANGILTNNs %k� IW3EE . ,..�..__-...) , � � � i i - STAGGERED W/ STUD yVitsM $4 Y M , , u%WI N: '` j I . SEE SCHEllUtE DN � �` k ( , i ^.. e , SHEET 9 _ x I I. :: s 1 -. ) N � #'tA1NRB Ta-A atW 9TORi MALOeia$ wIR+ 15 ( a' -'�'►J ��E• 1 MtiY ,arAL RoaF imuR �g s A 71�mxilaN mw M+Ir 2 Ka waoD [ .�I S 4 I l _. 1 i i . , � , , •� - ' ,• � 6 d :: 3 ? a ,.: BIMOwC NIBOPR £rAM19il(,Y.kIOiCATtD bN TiiklT 1L). �..', 9 n ' PtkTE REtNF1NF�. S`. ! ( i �. I,. ,H(WO ANCHORS UD i" IBM:. 9iPMA'r,aW' T8 WAsa 711NICAT4Ii � j' �-{,,. ,. ' " 1 .2 %++" woaD ON 91e.ET 3 Ia0' Bi TO il4 M " `PLATE REgUiNEO � ANC/1BR5 6aeN T,eM � ��' PELIME W � �.-. 1. 31 j j {S SCNEOUWLE arN LpNO A5 TIK I�tYJImOt0iA4 Aiffi IMNLL MATE PIlA43 SNUL TEE swaa} AT d T/4' 1'AG .T I SHEER 11} IMali.i0 Walk � aEs�O+aN FTBY 4Y }fi` 0.0: IIPAOlil4 AiIOWFa aN d ( i 1 bI• ti 1 �. O)PA a��Pl 4 � (0i i� � dlEbtR101pM Ft,MA:UIRBFAP1uB7. IA71ai19 NIOMaO ON ,�',�;'i �,�'�. N (2) M�M•wAN ST41N, PAN4 (El,a1F1 a xAl���i aA S ��ry��aN� BCROCaL SHEET tT). .9OYix-m�t�� .Ia,K7iAxl WALE I�DUNTING (e1 a iJY` La+lc BrM:EW GoaPDraENr }AA araNL � AA Ym1rrNEB nN (3)-3TOM1 P7r10. MwFAL1AtIW1 b pdY "'•• " #BET & R16Nx1/51011 a T I/3' 1a11G IIFVx:FR M Re OKY '� �f$�1 ` � � •�•� •rpy� � y/ 4KBI R7N iKFM 2di5 /. 2 ANa 3 A4 aERMFD 1N >KTI rs� �aJ+T.lr..-F.� aW0 AN £J�7at¢ IIO00 n1N/E WALL SddE J/B.1" (e) BwiAMAiIRl. 19Y10 ONLY FOB WaIO F;�1� NW THE � t%M FyOION) OF 111E FIAMOi ;�69a-•¢IA' 2 * J PPk A$IM E INNiN 11� � �`•a y�GE�is.""'✓� FUIRI6A HUIL6ING CODE Moil Fit h Yaloc Nurriaana Iana � �EqR COMB;NAT30N OF tiGtmON�: 1. INSTALI.AT70N ARE ONLY VALID FOR MA%. A.S.D. a : N0. 4A� 67 �, x �b T�6' �' 24 BABE OALYANf2E0 STEEL 5TORi1 PANEL r'F' _ 6ESIGN PRESSUR€ RATING IP.s.1} AND PANEL LENGTHS : tXwwl x yr � ; * - v TOP k BO?T(TM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR , a7/2rJXPa» CflMBiNED' iN ANY wAY TO SUIT ANY ALTERNATE 2w') � -a'. Ps, TAT�E a..-. 7g�4 GLi3BAL PROTECTION PRO�iLICTSF LLC. z 35�. INSTALLAfliN• •. � eboa sw: s, sTPk1T aRl a , 2. FbR NEW WOOD FRAME CONSiRUCTIDN: WOOD ts'irr+ N.P. rx x4 w. a4 ra 3alw oNxE FL. at3iA 20^/75 ,•,••••• .ores ta>4 xLN-uw.r„,,x Ora -iwr PHm7tr CabNkalswrbM, rAx: (aax}iBB.BTaT MEMBERS i4 BE 50#ITHERN PINE Nu 2, W/ S'PECIFTC /-aMNwa DENSITY OP 0:55 OR:EOUAI.. INFXF TLATErtI1Tf e,w-t>nparr■ �.• Nw a1RT.t b ar le C3ENERAy,NOTes EyryMa, aer s,enBm M,r s'rzrif��-32tNIR'a11O1i �'�' (GJ T��gyq_g1�i9Ll6iM,..S'�EciFac cay+mr. c . n�a utN_#: '115NUFACIUREO 1, STORM PANEL SHQWN Dro THIS PROaIiO'T EYAi.UAfldxY DOCUMENT (P.E.O.) NAS BEN VERIFlEO FOR � nN ACCORDANCE - i/<"a rAPCON ANCHORS, AS BY I.t:W. BUAOEX, 7NC fYRM THE BYO (7th EDInDN) �' 7NE F'LDRQN BtAIgXiNQ CnDE- 7F11$ STORM PANEL SHALL. NDT BE ANSTALI�D AT NIGH - �iA-ia RANELALATE FEMALE @. ANO PANF3xATE PUPS ANCHORS, AS MANUFAl.'TURF31 B'f £LOa CnNSIi?Uti'fSOM PRO77UCT5. YFlOCN"( IeIRRpANE 2ONEs (MiPA$-Dki1E f LiFolA'ARO GC1tNTIES). - T/4Y LAa SCREWS PER N.D.S- DEBICN WMIO LOAaS SHALL f)E DETER747HEa AS PER SEC11aN Ii104 DF THE ABOVE MENT70NE0 CQOE. FIXE A B4$IC WINS - 7f1B'e • SjB` WOOII BUSHOEG, RS 1315LR48tttED BY AL1. POINT SCREW: BOLT A SI'ECNLrY Cd, P 7 F A CnWidNltT` F - L !# NSTALIfD, AAB7 6R OAEE ALTaR SPEED REtaWREO 4SaX:RiON AS 8Y THE 1UR WHERE STORM AA'FL WIL -i TN YA+[a,IUM SD: 6N TBlas TFD ON SHEETS T T 1 ANO 'FOR a1Lai pANELAMTE PLUS 1(Oaa.BS, 115Ban ASCE T 6 ANO 5pA1L NO EX(�ED E (A ) DE51 PRE�.IRE RA RiDICA C1) MiNIMW TF9RFAOEO PcTNttlRATiaN NaTD WaOD of APCdN ANCHORS SHALL IiE l2 2 3. 4 TNR41 T2 A 17, ,$, AND PANFLMAI.E FEMALE �. RN ORDER TO VEtORY THE ABOVE (XxJ[XRat'I> ULTIWTE 1! MYNA LWDS OETERMINm PER ASCE 7-i6 5`riN.i !� pTRST REOUCm TO AS:D. CE?slGtl PRESSURE RATING Bt 1dUlTIRLWNG THEN BY 0.6 NV ORDER TO OQMPARE METiE Wf IMIC (kS,O,) CY} MNIMUN THREApiD PEFiETRAT)arf � LAG SCREW. INTO THE WOOD FTIAME UNn Sf1Alt. � t 1/a'. NO 711FEAOm QESICN PRESSURE RATBIGS RiQ;CAiEQ CY: �iEE75 S,. S THRU i2 # 79. 18, PENETRATIQN RITO 51VGCD SH+Li 9E. CONSIDEREA AS PART OF THE RE6UMim TVfREAIILA PENETRAT%1M� IN ORDER TG VERIFY I,iAT ANCHORS {RI T105 P.FA. AS TES'TEO WERE NOT OVER STIZES5Eit, A 3Jt[ IF�F15E 7N ALL.DWIWIE STRESS FOR W9ND LnAOS WAS IBA USED #N?deli! ArtAI.YSTS. FASTENiAS SPN:ING TO WOOD NAS BEEk DE7EW,IBiEB IN CJ) LOMW,M EOOE WSTANCE DF LPA SCREWS, RNTO WOOb SHALL BE AS IHOR?\7m 7N THIS DPAWNNG ACCOROAFICE WITH NO.S. 2Ot B: StdRM PANEL'S AOEOW�Y FINE OIPACT AN9. WMiO REs1STNiGE NAS BEEN VEFIFim IN ACCORDANCE WRFE SECISIIi 1804.12 #' G4) MINIMUM PENETMTIOfi OF WGOQ BA!'.iii SHAM.. � s/ f r 2a SCREIVS USEa SKxYL BE Ifa' LONG RA UM EtOST i" MrMMUM MnIN NO STi1CCTl. TIC ABOVE MENFIONED CODE AS PER AkIER7nAtN TEST LAB Qi TiEPDRT5 5HIXIW SiKt4 .AND FqR WA145 souTH FTDINOA 1a.aT•-ai ANa Q2taoz-Ds As MB by AN S AN N FIDRIQA 1123.a -tO ASS PFR PER 3STa rz-•BB & ASTM E 33D_p2 ST 4TFnD R I+MEINWN TT:51t G LAB SOUTH REPORT X 7 TIS-2ff1 ANa rA5^aOS Pt�fOCOLS" NiD A6 PER 4�tF.L'ULATIONS PERFORMEtl IN AGCBROANCE W,J S�-i"TFQN S80P dF :THE C.5) IM CASE THAT PRECAST SR�`.WE, OR PREL'AS? OONCRETE PANE1.5. SRJCCO 6iE WOOD BOARU'E � FOUN6 ON TN£ �SfSTIH4 ANCHOFIS SHALL REA �W� }aN STRUCTURE BiHN¢Q 5U»H PANELS. FLQNIt1A BAIILOING COOS. rAEM#O Ai�aRACE SFfAt1, BE ASS iINNPiD) Z, At:L ALUMINUM E7TfRt1STR� tQ ♦� Ba63_'re ALLOY ANa tEMPER, (UNLESS OTHERWISE NOIEQI: SEE SI1EEi• a {p) ANCHLXtS SwN.L BE ,N^aiALLEO 6SB:I.QWitIC ALL Qf THE RECtGMMEI•&AA7iONS AMO SPEb,FlfATIQNS Qi THE ANCNORIS MANUFACTURER. 1 fi 3 NL ALUMINUM SktEEf META%. AX OL705i;RES SMALL HAVE 3 aS-H ALLTTr UM $ PANEA.B MAY ALSO BE INSTALLm NOPIZQNTALLY roLLDiWtaG INSTAUknaN aF.'ENLS SNaWN dN SECTKIN t TNROUT,'F7 $(SHEETS 4 4. ALL STTEEL SHEEP 'M£a\i PANELS S7W.L 1NAVE'STRLlOtURAl. aUAGRYSTEEL A51M A-$SJ'aRADE $6 AIROMUM• C•^ea OAEVAN12m TNR(XiGN S) EXt:EP'F THAT NEAOERS(7j A(� SHIkL. NQ7 BE USED. STEEL bESONATWN WfFV"• Sx.2 ktP (AFTEit - ). e. 7 SHALL BE THE RESP77NSI&UTY OF TT� CONDTACIOR TO VENIFY ME SDUNDN6G OF ME STRUCt1AEE W1iENE SFalTTER 15 TC 9. ALL SCREWS TQ 8E STAadLEEs STEEL. 3aa DR 3l8 A751 SERI€-4 DR CORROSIOFI 1{ESFSTANT COATETY + STEEL A5 PER aiN ATTACHm TO INSURE PImPFR ANCHDRAOP: MIS SHUTTER SHALL. ONLY B6 kTTACHEO TO CONCRETE. DLaCR 1JR 1BOT70 rRA111E �"AI'� 800,8 Wf SO Fsi TTET.O SSRENGTFi AND aawi TENSILE STRENGaN !•APO SHALL COMPLY wf FWWM #lUitA1N6 C-0f# SECTX)N ast 1.J.J.4.. 1O. Ef+CH REGUIoLR STORM PANFJ_ W111, LENG11T5, OL�R 4D", AS PER SECTIONS T, 2, k 5, S AND ALT#�TA+VVES 1W, 3W A 4W ENN SHEE15 4, S, S @ l RESPECBVELY; SI•MLL NAVE A LEGIBLE AND READILY Y15iBIE MARKYNO nJSiRLLCT;E� OWNER DR TENNTT TO 6. BQI.t'S la 8E ASiM A-3n7 CALYANI2ED 51F,E[. � AISI 30e SERIES STNNLE55 STEEL. WITH 35 ks< MBNOIUM Yl€1D S[RENGIH. SETxIRE PAtiE15 WITH APPLIC.ig1.E Re"SNFORCEMENF OURONG PERWOS OF HVRRtC7diE WARNING. T. ANCHORS TO WPLL SHNl eE AS f7Rt 11, THE INSTAWTIWN COIPOtAC{OR tS r0 SEALfC4S$.iC ALL SHUTTER COMPONENT EDGES Wi@CH FIFIWN RN CflF7TINUQU9 CONTACT W INSjALLATIQN DEVILS FOR REGU�,AR PANEL INTO POUREi�rCINCR�J6 OR CQNC�ETE BLOCK. STFt CU TU�_S �13nNG PiRi(MD WaICRETE. `• 1E .._... EiUSnNa POUr�D CQNCRErE _IREau�RETE BLOCK IiE�,bRfO.. �t -. fANCRETE ANCFKIRS {SEE S(XiEDWE SFR:£IS B THROUGH, fa} .-,; ;/.I DDtKTtEFE AN,Y1tiR5 (sE SCNmuLE ckr ..�'•*r. , B Ta $hiEE'S 1NROUCFI )-...(17 Exf5TR1a PauIEFD CONCRETE OR 4° �.:✓ ^ Bw�K_R t_._ T�, eas a f 9f4' 1 2 .. 'T%4" �FliwmNPAa I ` wrQ4lal 1H` a.¢ � .-....1 ..�._,_..---.-,.mom,. CONCRETE ANCHORS 'tF (�: SaNEOM1iLE a'1. ( .- I. t 1 i ,1�STALLATIC?N DETAILS FO��F�{,LtA���EIw� INTt7_ j�(Ot7D Jfh� / t % % Ai----.._ ALTERNATE LEG '4'AB- {Min) EX1fi111aD O f 1 ,,!-�OC11TroN ,J BEAM REGUIRE4 ♦ ,//' / ) ,af � 7 1 t ADEaUA47 dF Ext5RFkT WQap ) - j >3EJUti TO BE CERNFTm BY REDISTERED F3NGIt0E� OR �Er LI ,.-� ANCFiRECT PRxl1N TO SHUiiER f : ' f ,{ ' � � NST'ALLAT7OM. f' �• � SOD �Hplg ALTERNATE WOW ANCHORS j1 i 1" A1h,. c (LEE SC4iEiMRE DFi {LEE St",NmIA.E ON Ep..a I-- miYl�9 R45c w'�4t �- �• l`fP SHEET t1} SHEET1I} i � • � � i� � � Mx wl IAn {> . , f2- MAX.. --- WOW WOOD HEADER_... $ ....-_�_..� 'REOUREED EXISTING 1, - I r �:1 I I �sY-.mein 4.:✓�t� ` T wA{� i tJa^ 0� 44A55.-1 I F' A � l WCgD ANCHORS I A I {SFf SCHEDULE } I � 41EtT 11) � ?i I f sNn s ..a�$,RARANON Td � -� r'` i `t;y ' i 1' �. • A sGNET+(rJ� i ,J+YxaaA' � I I ON SHEET 3) ! .. . atx f Was. �'APki -'aTTT^rill 1 ;-'T^-----r_ - _I - END C=URES DETAILS, FOR IN51ALLATIQN IN CONCRETE LOCK OR WOOD STRUCTURES: YAUQ FOR REGULAR, LIFE SAFETY & E—Z BANG STORM PANEL SYSTEMS I i._--. ��], r aOr+cYIEtE ! aLDG wR VARdf5 I I iR;' WOOD F/MAE r x 3• R ASS' 3105 W. H-74«W3 & AEOLAR" pabx ALLO4` 0M71-M44LL \ 4R7R1-i 4v ■ 1 4 s ,,,.,_,2 1112':_ Tr N t t21 oc, ,_. ,. POURED CanpffTE, LaNUeET. S1OC% OA 2"R$ WOW FNAYE 1 POURED I I 1J4v x t 3/4- TAPOCN REWJRW ANCHOR t 12" i (# 2S4" 100p oVAE - S7' DR���y{7 RENUIRW N7 P44f1: .. t 1 Y4 P. f 3/f' _ I •.•� 1 _. - w 1 A®Wn A f N IERtIAi£ to LDCATION ,t 13'O,F _ I 2''sTRLfpS'70 VNICIVi2• I CONTI MtiW.6A1MtE�'op RI 1 N a60 3. .....__.. _ POIXkO GONDiE1E rr�.m ky S.ONA'31L7f. 3 OD- 164 SLATE ss _...t Y' % 4" % Car r t-ice ifTAt Ad1N. 4iNf PLATE s. Alarm �1' 2'x4' YA100 FRMAE 310p-N14 Car 1 _.j SP13'±,7 .. '' ? AEOIAREa 2 , 2 �.. I .• 1 / baba-T6 AL301' L`1 .. .- 2 -7/4r CONR I t AllM. ANGLE 4 1 . Nos. M,u C;P I i 6p1T_ t! 4 4" r R f 0 i2' 0.77- 3ta6-NO x E3-T6 ALLl9r A N/AM'diNUN t1At At-ANGLCLE ME A (PLAN) C E_ B PLAN) A C N) CASE D (PLAN) ( � (-1' SCALE 14"'<1" 4"-}' . 4"". / SCALE 1J SY'Atf tJ4' 1' SCALE 1 f � 1" V T OR C"__lN I OP 1"1W PANF31NTE OR W C�RftE RAGS r W .- AT �i't:YsiE W Attp E ASIDE B F W IN f SCHEDULE f 3X CONCRETE ONC E ISO 214' Y70a4 ` SIDES +K A ENEIC SCEMRE C%t SIEtTt E, _ LRN. PINNEi. CONCR€1'E <e:0d1( w VARES } ( fNMA R40110 ' AB APPt1UaiE I I : s t WRAP m Y'R4• N� I$LILFE S MmL K`S CONCRM OPENING DTFH) 1 CON OR 214` tYm FRWE p[OLR1Ea .. _ i '3rC a4mx, i �' ,'`t 'v'p' i"' '-'f 7 lEENi ^MJ PRaNt k VARIES I _ Y IAPL I WILL (HEAR CND ANT EPANEL) % • &Q.,DISIANCE o I (TmJ t ` .s.. s.. CASE G (PLAN) A• %�,,L%r. SCAB a RtrLP fur r v os. ON '. ,�9 y VALID FOR DIRECT MOUNT INSTALLATION ONLY NB sf ,,, �'+, CI RnM PANEL INSTALLATION AT WALLS W/ i L' ;'• N0, 4Ai67 ': y SURFACE. LEVEL VARIATIONS W04N 3/0 FLORIDA SUElING CODE Non Muh VoloWc HUrricone Zane CASE E (PLAN) CASE F (PLAN) tl, mtdo % u. WO $4 GAGE GALVANIZED STEEL STORM PANEL F.P. WU1H, W. SCALE. 1/4`-1' SCALE 1/4'-l' s O�;,!r,((1R)I}P'; 1� NIfII ILO E C 0 INo. GLOBAL PROTECTION PRODUCTS, UZ. � We } sii IN ,41 U oW MW'IL ri33i14 1 d{{ s,rw-COO oFO Fi-tui THINE:(W)UN-7544, FW-(1M)AMI-6T47 20-175 P.f. SAL/fADNSTUtR,/TTO2 CA-i'65b74% n.A, FR 4AR aur !gem Dam" f WALtEA A Aw P,€ 1RIECT 6 OY R. MAXIMUM A&D. DESIGN PRESSURE WINg (p.s.f.) AND CORRE29HOINg MAXIMUM ASHOR SPAGINra SCHEDULE FOR REGULAR mgm PANEL INSTALLATIONS INTO WOOD STR(I�,j'URES (VAUD ONLY FOR PANEL ,t0INSTALLATIONS AS PER ALTERNATIVES 1W THRII 4W, ON SHEETS 5 & 7) MAX. A.S.O. DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR ELL - AS SHOWN ON SHEETS 5 h 7 'APPLICABLE TO TWK !i N4'f OF THEN MAXRIUM P (H•) 7APCONN TAG SCREW FAHi1MATE FEMUR a PANELMAT£ Plus *0130 WSHING 73" IS" 13" 13, $r ISM Is. 13' 13• 13' Ir tW (Wiru).. 6 1/2• a 1/2• 6 t1r 6- lIr 6 T/2" 2W (TOP) i1r 6 if4' (6ml 9' 6" e" s' (TOP) �'. IT. jr Is' it tr 13, it 'OF) 445. -45 13, 73' it 13` SY 7M)LEESSS 13 13 13, 13" a 1/2• 13" it 13' 11.6'TOM)B 1/2" 6 1/2' 6I/r 61/2" a 1/r1/4'12 1/2" a tJ4',q mo—Imm, 4 i/2"4" a 4/2 6 1/2" 4 1/2' 4 1/2" r 7` - 10M)is 7- 11/r 12, Tr IV -5Y' 73' Ir"a iJ2` OM) ' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER TS USED, CORRESPONDING ONLY TO ALTERNATE 21W ON SHEET 5 1/4"6 T ANCHOR al S 1/4 4'PANELLKTE ANCHOR O 12 11 MAX. A.S.D. DESIGN lLVGAIUM ANCHORS SPACING FOR E:D, - AS SHOWN ON SHEETS 6. A 7 APPLE In M6' OF THEN mommum PANEL TAPCON NAG SCREW PANELA44TE FEAMLE B) PIWELMAIE PLUS WOOD BUSHING Ir Ir 1r 13' 13• teI1�Na,�P.),.,,,�� it is, is, Ir 6' IV 5REi)' 6 1/2" a lIr 6 I/2" 5 1/2' 2W.LION+) - 6 114" 12 1f27 5 1/4' :)OR LESS a" r -aM) Rml 13, - 13' 13' 13• 13" #ro-45 +75. -76 Ir Tr IQ"' 13` IY 4W (BOTTOM) - 1Y 13, 13 Ir IF IS, - - tY Ir 13, 13' 6 Ile fit (BOTTOM) S Tf2' 0 1/2' 6 712' 6 1/2' 6 1/2' 2W(TOP) - - 6 1/4" 1 12 1/2' B 1/4" 2N (BOLT*) > 4 1/2' 1 5' T..t/2' 7 1/2" - 1 3M' (TOR) TO "-I. 6' 5 1/2" d` e' 3N {60T1OFi). fY 12" Y3• tY 8.1/^A'. W Ir 13' t3` 77 Ha" 4W (9D1TC6A)'�. • SEE TABLE fl FOR MAX. AS,D. DESIGN LOADS & MAX. PANEL LENGIM WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE 11 A A.S.D, OEM LOAD MAX " PANEL LENOTH 40 PSF OR LESS 6'--B' > 40 PSF TO 50 PSF W-2• > 50 PSF 710 60 PSF 6`-IO' 6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATT Ac� TO OR PANEL MATE PLUS ANCHORS & W/ ( .lti,,4a 1/2. 0.0, INSTALLO•QN DETAILS FOR UEE SAFETY P EL 6) INTO POURED CONCRETE OR CONCREJE�RLOCK ES£RUCTURE5 Cp TK.A D At� OX. RRE OR CONCRETE OLD" 4 CONCRETE BLOCK ?yy 7�•-4i . N 9.• MAR, PAN& LENGTH . (5M ELEVAr ON 33EET f2) Tf2 YJt2 M'L oC ' SEE SHEETS 15 At 11 FW ANCHORS TYPE A, SWING FOR Bb7AttAigNi INTO 11000 FRAME MALDBRd. YIARAN ANCHOR SPWWM AND MMIMW ON M8TANCE ARE #0000 ION THIS SMI&L. f'OR EA LESS THIN BWIOATED ON RHFDIAE 12a6WE ANCHOR SPACM BY Ra1LTRLi'41G SPACFNG SFAfIM ON SC ODW BY TOE FOU00I7 FACTORS FOR TN6 OPiRAT%XN 70 SE POSSWIk. RFM=O SWING M IAMI) USMD FACTOR. SMALL NOT BE 11% PAN MINIMUM SPACOW MCATEO R* EACH ANCHOR TYPE ON TINS sraaym 1J4'4 14'4 A4110101111PE tAPWf/ �i iOlVAU A60001 3WOIIW ,^�"1 3 3 *RpMNNWY lcwww WR 5 3 o1NANu W OF-a1R S.0 W 3 1/2 JOf14. IK I1 m CATS) IAD16R 1 i/2 am - Y I/r Nei - s, asa t.a 3t — 1/4'4 PANELMAIE ANCHOR (BEYOND) WTU,SC,L NQUN ms M:E J18-1` T 1i• P,1RFL t.ENOtn (SEE ELEVATION 011 SHEET 12) (VALID ONLY FOR PANEL (1, INSTALLATN)NS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) OF.SBY+ND PRESSURE RATING (ps,G) ILAXaAUM ANdNiN(S .SPACING MR MIN E.D. PER-spNFJxTLE BELOW € MA%IYtiM PA}Ri 1LNG1N tn.) TRAIN, AS.0.:. DESGN E RATING (pa.t,) NOGG M ANCHORS SPACING FOR UK E.D, PLR SCHEDUNE F�FAN A A. PANS :PFiFI L£" L (+k) "iAAC9N SgJD-SET . FEMALE TO PANELMATE Pug.... 71VAIAC-IIAILIN CNLL(k^iN / 6 ANY TAPCCXN SOLE)-SETFEMALE P 0. PAN L#iAV:-. N1ALI4: C"-IN i5 pp tR m w POM3[i[m Ta. '. COMBINATION OF EM Tp : m 7a ;. :. ro OFTHU 445, -45 Las : tY IJ , 13 i3' 13 . fS t3 . 13 r ,. 73 tS SY 13° ' 1 ) $,_6, OR LESS . -15 TO +65, -65 lY tY SY 13 13 77 fY l TS tY 13 " 1Y 1 i 2 1 / t 5,-p' OR LOBS 13` 13' is' Ir 13' Ir Ir 1Y lY 13` 13, Ir 7 (BOTTOM) lY IY tY is, Ir 13, Ir it Ir Ir Is' 14 L/2 1 (aOFW 1Y IY 13, IY 13• is, IY it tY IS Ir 17 (TOP) Ir 13, Tr tY Ir 17 13• 13, 13, TY 13' 11 1/2'.2 (TOP) tY 1Y IY Ir IY 13, is" is' I Ir tY !3' 2 (BOTOM) 13" lY tY 1Y tY TY 17 1Y IS" IY 13 17 1 /2 2 OfOrrou) 1Y 13' f7 tY /3' 7Y 13` 13' 13" 13" t3' 17 3 (TOP) 13` 13" 13' 13' 13' 7Y tY IS' 13" 1Y 13' t I /2 3 (HID) _ - - i2 1- 12 #f2 p tf#' 6 1/4- 12 iJ2 12 -Tf2 - - 61/4' a 1J#'-S (MR'704D - - _2 IJ2� 2 1%Y 6 1J#" 1." 6 J4 1-'21 2 C2 /f - - 6}4' J 614`3 J (aOflOA1) 9• r r Ir Y Y 6• a' a, 5" SY 7 1/r 4'(raFO 8' S iJY` a' Ir E" 6 t1r a' 7 1/2, r 6` a' 6' + (HOP') a. _ n. - �. _ a• 6' - e - 4 j9aT1G o 13. tY 73 ` f,i' 13 " 1 3' t3 1 " 3 1 Y i3` t3' T3` S..(TOP) 13' 17 73` f3" 7Y I3" 1Y is. Ir iY far 11 t/2 13, Ir 13, iY 13, 13' Ir Ir Ir Ir 13` i7 _ ScBOT7ORD 13" tr 1Y 13` 1Y ,b' '13" 13" 13• 13` fY I1 1/2 3 . ) t3` 13• I S 77 t 3 1 Y i Y t3" 13" 13• 13` 11' iTW) 1 Y f 3' S' 3 ,Y /1" 13" 17 1' 3 i" I 13' ? 3 1f t %2 6 (TOP) lI - 6 t/4• 4 Ile 6 1/4' 6 1/4' - a 1/0 6 1/4' p !•} _ - 6 1/4' 6 i # 6 1/4' 6 1/#` _ - _ _ 6 Ile 6 1 4' 6 :+ IY 5' 13' 10 1/2 Ir Y Ir 7" 7 1/2 5 14 i3` 4 I L CHIP) , . i5 6 Ta 14'-4' iY 6' Lr 13' t3' 6 t!2' 17 6 1/2' G tf2'_..6 i tY S t 1 {R7P a,� ? 6' TO B'-a• TY 71 tY IF IF 6 i/il TY 9 t/2 16 1/2 7 1/2 s'r Y. t (80TTOM) is' 7 IJr it 13, 17 _ To' Ir IV I1• - jr is' 6 1/2* 11 (BOTTOM) tY 5' %r 10 t/v 13" 7• 1 1Y 7' 7 1/2 5 1/2 13' # Ve 2 CLOP) IY 6' TY Ir 13, a t/2' IY d 1J2" 9 f/r 6 11r 13' IS 1/2" 2 (TQF . 13" 7" I 17 1 tr IY 6 1/2 13" $ T 10 1/2 7 1/2 IY 6 4/2' 2 (W1TT ) 13" 7 I/r Ir is, 17 Ir 13, it 19" r IY It I/r i2 (BOTTOM) 13 7 17 13 73 1/2 13 9 1f2 t0 1J2 7 t/2 13 6 1/2 3 CHID) 13" 7 7J2 13 fY 1Y 70' tY TO 11 - 8 13 /r ('TAW} '. - - 12 t 2 / 12 t j 6 1 # "... / a t ; . t /2 1 a . / '6 7 4 f - 6 i-4 . ! .. 6 14 / (BOTTOM) �. _.. , 1 2 J"=.. 1 12 /. 6 r/4 6 t *.1 J4. 7 Y / 12 I/ �. _ 65 <' / 61 4'3.. f (} 7' 3'..: s' Stir.. 7' 3 1/2" S" e 4 1/2" Y 6 1/2^ r 4 (TOP) 7 1/2- r r v r e E' 4` 4 1 " 3. I/r tits 3" 4 (TOP) r - a' - 5 7/2• - 7 1f2" ..' 4 {Sai m) M ,- B' -" B" - it - 5 11r - 7 1/2" - 4 (50110Y) tY 7' 1,3' 13• Ir O t/2" tr 4 :iJ2' 10 4/2 7 1/2` 13" 6' ) 13' 6 fJY t3' 73' - tl' 40' 13` SO` 1T' $" 7J` E t/2' 4 (tOPj TS' 7' 13' 13, Ir 6 I/r 13, O lIr O tfr 7 Air IY 6 iJ2. 3 (BOTTOM) Ir 6 I/r 1r i3' SY to" IF TO` if- r tY a Ile 5 {BOTTOM) 13' $' I3' /0 1/2-. I3' r Ir 7' 7 iJ2' 5 11r IY 4 iJ2' 6 (TOP) T3' 4` 13" 6 lIr fY 5 1A- 5 {{ - - 6 1/4* 6 1f4'' 6 Ile, 6 1/4' - 1.- - 6 9f#` A iJ4` B (BOi'7.") 6: ffL' IL 1 4' 6 1/1' 6 1J4 - - - - le 1 4' SAE %at t I FOR 004M it" * SP'ACIMG FOR 66TAW11018 INTO WOW FRNMC INALDW5. 4 MIIIM181 ARNOR SPACINGS AND RMALRAM WOE IJI MICE ARE %6»CKOM OR INS SCHEDULE FOR E.O, LESS THAN WOKIED ON SCHEDULE REDUCE ANCHOR SPACM W 4 IftY%A SPACMV SHOWN ON $011E1tt" BY TIE MLOW04 EAR FOR THIS OINp wo 50 BE POSBRBE, ROTSCEU SPACLNO OVINNED LOW MOTOR SHALL NOT BE LESS THAN MINIMUM SPACM ESOWEO FOR EACH MOOR 15OE ON THIS SCEMR.E ANCHOR "M 1/41 1/00 i/#•e 1/4'4 IJ4v I W* Tom Smse-LET "x_-IN II41KAf ATCIR SLVNCENO.ON 3 J 3 6 1 2 1/r ] SWiyNaWW 3 $ tJY' S' S 3 llr 3 PSIANCIOM) ✓•aP% S 31/3" 3 IN 3 t/2 4 ilr A IRL7Ntl E'Cf6RIl12T fiMCT04l. CAD �• SAO 0:14 - '4t - OAS 3 i. y - t.00 1 I'm - 1D1 ILO *• SPACINGS ONLY VALm WHEN BRACER.®IS Im, SEE ;Ii FDR MAX. AS.D. D€SM LOADS & MAX. PANEL ILEENGRTFMISB WHEN SPACER ll D, r c 01 0 0 (SEE SEcmNS R ALT€RNATNEs ON SHEETS 13, 14, 19 L/13, R-3A/14, R-16/13. R-20/13. 'R-30/14, 2AW/15. R-3AW/16. H-ISWji5. R-29W/15, R-39W/16. .1-- 0 0 "0. DE a Lew MONIUM PANEL Lowm 40 PW OR LESS - 6'-8" > 40 PSFTO 50 PSF W-2• > 50 PSF TO 6O PSF 5'-10• A MAX: PANEL LENGTHS; ARE ONZ VAUD FOR INSTALLATIONS W/ SOW SET ANCHORS & W/ SPACER AT 12 1/2' D.C. 3• MAX. I` moo 1 4'Nf-200' &S BOLTS (U?E FOR PANEL LENGTH OVER V-S") i iREWL-k PANEL , I 1 jjj (REGULAR STORM AMU ,)♦-k j i 1 i LIE:` SAT'k`FY STORM ` ss. Bi ts W ` EA. OT kj) j" _ _ _ YANG NOT AT EKEERIORk___RIGHT NUT AT 3' Wes. LEFT PANEL. RIGHT PANEL I' MIN, R-TA/13. R-2A/13, R-3A/14. R-1Bfi3" R-20/11 R-38/14. i Lolo�R-IAW/13, R-2Aw/15, 0-3AW/16. R-18W/15. R-26W/1% R-SOW/16, I. (SEE. SECTIONS k AVERMAVES ON SHEETS 13, 14. 15 6ef6)---..--•-.------------•--- LIFE SAFETY STORM PANEL j, ELEV IION (t) -11 JREGULAR 2667• �•:s STORM PANEL CRIB O `I WPIE VALLEY) _. . LIFE SAF M PANELftA A EnERIOR S FS,S,ldA)t SECTION A —A SCALE 1/4*-1" 6•-6' e PANEToo par. (N/ 0~MOo PANEL tENGR BOLT) 1 0.Q, 45-54=0 P+ t (W/o oveRUP MID PANEL L omm BOLT) A67 USE 2-W ON. PANEL LOOM AT ALL MOUNTINCS i 3 /Aluii �' INSTALtATldNkS ONLY V74#1 FOR WINO t RWi•L SPEED LIP 70 f7a tN.ph. 114' MAX GM REGULAR STORM PANEL to= Mm NC, 24 "OE GALVANIZED STEEL STORM Pf4 AINVAM 'aw L I E C 0.7 GLOBAL PROTECOPDSUG 48M 41 20-175 F YAAUw 4nePR:M1 a,- $M tlAtlio(ePq mHms NRY. FL 33314 sltiML'. i4N64-4A44 TAR T4b4)E�-BTIi Ca-a06677i - GRW4RC Ns: _X #tr rrt + 1 AVd7 13 Or ib L A tR111`..Y,.::P; INSTALLADQ8 DETAIU INTO FOR, _LIEE SAFETY 0-op S' RUCT�)yi,I;�ES PANEL t1) 1 `�.`�./�'•, I � tRNar, 4NTPOC9N :C. ;,! �\t�A,S ,j, D.C. ✓` RTAP8CCfM" i ;C"HAO ,. i# ! % SL'Y'.7J4' MAX. , . , IJ2- iIJ• 4 MA%--. .. .i ,T _ IJ2• 4J4. MNL � I/ �: Mtn. 1 � MNt. � - � / / � � ` � T•` i IJ �• t j f } a I 1 L Li I ETO6R GLASSS j Iq ._. ,/ i _t..d4 1GLTbrY AT FA. 'ffi1 t10LA N I ✓t M fA j E% B Lom � I GLASS pp Jy" Y' � - _ .-.. ( A 6 % GLASS i t'H sce o.--_...._._....._ � ga ( I ;t 4Y-sti.a• i 4t`awgSiA" - _ -"r _ . NEE m Pon , ! 15MN WA 7.a7 1 j µ /R:t SNIT j o , _.. �-„,; "' Sa 11m.3611 GIANT 4 ( ! V 00 B PANEL Mm, I! (SE£ L LVI TH -.� , FANELill ENGTH . PANEL 1ENatN (SEE ELEVATION N ( PLENGTHANEL( (SEEE� IT -j ,7N SIft3:T 12) T� 1 ( p _!,i ON SH&7 72) ON SHIFT T2) 6 t N ALGA. N f{ j ON SHEfi 7.J 12) r } 7 I 1�1N 1. Ulf,I a•""'• OUASS.... - L%2 E NASF--•SPA SO. 9 -'�.a+ ' I 6,p'� ITO B M Ta OU1SS,. r'F y2 I ^ 6> , •9. L.�.-F : • . ..." „ •-.. _ . 4f : R; { s I2 te71 r 6 tt ,t!•i I L"` ... a J,•. e - F T 1 :. °c ) ELpO C''^ ___.4_.-__. t F -_. I f .I Ep' ,> - -._ I ! �� , 7 t} SHY`•"� tML.mu 4• EQ. tit " Tf2• ...\ y aG ..� �., IJ4h- S3 ..4 P TAPCaN ..„�,x u 1. 1,t4•F 'iAPCOF2!.. ANCHOR O B` O..G. `'s ` t A'4• Q.C. R�EIX�iE�.'is n. 1. ' ` 1 l 1 J'VI TAPCON 2's4` : C 9 O.C, IXAT'E. _± ,I i f.. •. I i �• ? STAGGERED 11f 57U0 W! I 2"WOODIE awaSEaANCFtaR ' D.C. { -/ar---- lGuEWOOD -i ; "'" REQUIRED REi)WRm ALTECC ALREGULAR �y� 0 O 0 LIFEFET PANEL WAL.� b1S21�NT1 cs SCALE 36.1• FAWELS Ht HNLAy IN, BEN WALL (1lOUNTTN65 ASm?PANEL FLORIDA BUILDING: CODE (Non NI h Hit • i, INSTALLATION ARE ONLY VALID FOR A S,D. DESIGN PRESSURE RATINGS (p.5.1 AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL.o• 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD come zone jtk!t = 44167 * £ erne 4w 24 CAGE DALVANiZED STEEL STORM PANEL O%m* ph . ROBUGTS PTLC,q STATED iL�NC_ GLOBAL PROTECTION , RID s.e.61 RZT MEMBERS TO BE SOUTHERN PINE N6 2, W/ SPECIFIC R" 0,,1,CR.. . ... ,•• _ - W,n It. N. mr, aew4t14xtw rrw, (ANW n,-tRs >k: w1E. iti 333E4 20-175 tet WIDM° L454)818-7644. TAR (434}Po9-4T4T DENSITY OF 0,55 OR EQUN., , / ^,.,,-.- -BAH 7 eta , „A„ ALMA.;. I?A76 WtiFA A. HALO .&;1 P.f m ar.w . lR6ti 14 a 7e MAXIMUM A&04 DES ON PRESS RE RATING s f.) AND CORRESPQHDING MAXIMUM ANCHOR SEMING .S,<r-H DUU FOR P NANEL M INei'ALt THIGHS INTO CONCRETE a CONCRETE BLOCK mucTi ms (VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS 1 THRL) 6, ON SHEETS 4 & 5) SMOG A,S.O, DESIGN PRRESSURE fasig MAX" ANCHORS SPACING FIXI AWN G0: PER Sp ALa.E BFIL3MN APUCAME �.� ar TwEiA MAiGLKIM PMfI. iLNpYH l •) MAX, AS,O. OISU PRESSURE (per,) MAJVMW ANCHIORS SPACING FOR MIN E.O. PER SCHIMLL MOW MPLKA&.E 0 * � Ml% W PANEli 1,1N6!N. i+L) TAPCffN : Sd,ID+-SEE P t : p - 7.VdAa^HNLMJ CNJL•-Dt TMCOH 9fMlD--SiIFEW � P 7AAIAC-MA{tUl CN.R'-61 m ma a ToCotam :m *" m0. .jr m Tp m Ta m if l"m 1465, -65 W +75, _75 is If- Ir 13' 1Y tr 13' it Ir t2' iY IV 9 T-E' OR LESS - 475. -76 +tit-lw is, S 13• to i/2 13, 6 1/2" Ir 6 1/2`.7 17 5 11r Ir 4 1/2' 1 " +3•-6` OR 1E _ IY Ir ,7 Is- IV 13• 13` 1Y IY 12` Is- TV t (BOTTOM) 13, 6 tir fY IY 7Y r - IY 6' 10' 7 1/2" 13' 6' t (BOTTOM) 13' it' IY Ir 13, 13• 13' 17 IY tr tY SO' 2 (TOP) Ir r tY 0 1 tY 6 T1r 43" 6 1/2' 7 1/2' 5 1/2" 13" 4 1/2' 2 (TW) 13' 13` T3" 13• 11" 72" S3' 10` 2 {BOTTOM) it 7' it Ir tY 2 1/2' it 2 7/2 10 1/2' 7 1/Y tS' 6 1/2` 2 (BOTTOM) 13` it' 1Y tY tY 1Y 13' : Ir Ir 12, IY 16, 17 7' i3` 1Y Ir 6 I1r IY 6 1/2- 10 %1: 7 I/r tr e` 3 (fW) - - 12 1/2'T8 1/2.. •. 5 IJ4 a 1f4 12 1J212 1/2 - -- 6 /f4 6 sJ#• 3 (eortakl - - Z Tf2 - f. 2. /2. - 14 6 / 6 1 4• S Y 12 6 i/ e - - 6 1 4- ! 6 t 4' ./ 3 BOTTOM ( } Y 5' a" Ir 6' 6' 6' 4 1 2' i" 5' a" k I/ 4.(T11P). 7' 3'Pa. S t/2`.. 7' 3 t/r r -. A' 4 I/2' Y 6 1fY .2 t/2' 4 (tt7P} a 6" /2 ,�„ 7" (&LnOM)' is, 111 13' IY- Is, is, 13" -13' TY Ir Ir TV ATOP) 17 H 1/2,. Ir tY p' Ir . I" IV 7 1/r 13• Ir S ) 13' t t* f" 3 i3' T 3' ts" t J 1 Y 1" 3 i 2 tS' 70' C�IT�1 ) tY 7' F Y _ 17 9 i 2' f 73 " 4 i / Y' `1' 101 '7 fY A /Y` S3" p" 5 (BOTraM) tY 43' 9Y ,3` 13` 13` 72' 13' 70" {TOP) 13' 9'O 1 Y3^ 1. " 6 %2 j3' 6 7 1/Y a I/r 13 4 i " /2 8 (TOP) _TO 6 1/4" 6 1/4" 6 1/r 6 1/4^ - - - - 6 i/4' 6 1/4` a MIT,-) _ - 6 1/4' 6 t/4' p 1 4" a 1/4' 6Lt 4 1J4' 6 Ile 6 momrr.") 13" `T 1J2' ,7 17 13" 10' 1Y iD^ ti` d' tY 8 t/2` 1 (TOP ?5 6 TO tY 'a• 0 112 IF S , tY •6 I1r 7 ,Jr 6 Ij2` _ 11` A 1/211 OP) 7D tY 7 t/2' 13' IY Ir 10 1/2 17 TO 1/2 1 fir it Ir 7' 1 OICTTaMI ,Y 6 1/2', 'tr IY 9• tr A' IV 7 lIr IY 4' T TT!a o iY 7 1/Y IS' 13' 13` :. 10' 337 TO" 11' 6' 13` 5 Tf2' 2 iTOP) 13' 57 IY 110 iJ2 tY 6 1/2' 1Y A l/r 71 51 13` 4 1/2' 13" 7 f/2- tY IYFSIJ4'�ll 10 I/2 Ir 10 1/ _ 1 t S" 13' '>` 2.(LnTTaM) 13" 7' f ' 13 iS' G 712. t7 2-Tf2" 0 t/2 7 Ifr 1Y j6 tfr 2 (BOTTOM) ".. iS 7 t/'x. 41 ` 13. I0 2 2. J 7 J' 10 1 2 ! 11 1 M fa 8' tY 7` ) IY 7' fr IY is. 6 t/2".. IY 6 t/$' 10 1/2" 1 lIr Ir a" 3.(TOPj -. 2 1 2 / 2 t f 6 1. 4` / 2 1 2`:4. / 1: 4• ®: - 6 l!4` 6 i/A 3-{801'!(W}: -. - 1J2 2 fJ2' ffi 14` 6 f1#` 2 11r 6 !/4`. -- �- 6 t!4'..6 1/4'.:3 {a6ii10M) 7 7J2" 3 1Jr r r 41 6' 4 f/r S" 3 1fr. 7` 3" 4 (TLtP} 7" 3' a"' 6 t/2" 7' 3 1/r B" 4` 41/r Y 6 tJ2" 2 7/2' 4 (ICI')E-aY_- 5,_,-6_6 _a - (BOTTOM). 7 -aI/.-6, ..a• _ 6 IJ2" - Y - 4 (BOTT0i) 13" 7 1J2` Ir ,Y0 Tf2 SS" 1O 1/Y it t/,L6 (T!W) Is, 6 1/r 13' IS' Ir r 13, r 10" 7 Tf2" f3` 6• crap) 7 17 iY 17in Tf2 IY 10 iJ2 Tf IJ2 d' Is. 7^ (BOTTOM) 13" Y Ir 13" 13' '6 1/2' IY 4 1/2`f3` 7 1/r IJ" tY0 1J2 t3' 14 1/2 t 11 e' 73' 7' a Tit) 13` S' /3' 13` 6 1/2' 13" 61J2'r/4" 6 1 A' 1/4' - - - 6 1/4" B f/4' 6 (&3Tf,`") - 6 1j4" e t ;' 8 1/4• B 1/4' - - - 5 if4' 6 if4' 6 (BOR.•" SEE ABET 11 FDA: new" TrIf a SPACING F'CI 01STM1ATWN5 PRO WOW FHMAT iK mm, • U ANON AROMA SPA km ANO M16AUM MCC LASrANIIE /hit mxxiEat am THUS SCMMBL TOR L4 LESS THAN RAMATED ON ScHOtmA.E , ANCHOR SWIMS W IAXT"MO SPRINT, SHOW ON Smallt E at TIE 1TX. &4" FACro FDR 1t" OPOUOWN To or P0951BLE ROME O SPADMa ORIA NOO. iSMO FACTOR WILL NOT BE L= TWA WWW11 SPACM N@CM RW OCR MOM TYPE ANK*m TYPE 1/4'R t/41• i/4 i iS tf#'4 1/4Y TARTAN 2E%14Bt 2AMIO.WAX t u-M MWMAt MOM SPACM (ILL 3 3 1 ] 1 2lIr - 2 1/2 � (✓nJ 3 3 I/3- r 3 5 t/4" 3 WItANEE1EO53 SIFT ! ` 1 i/Y 1 t/q' tJ2 S i/�' 4 AGRN6.1B1DE D PAC" ItAc 3• 0.1g 0.7A - 1A0 -- 0.43 « SPAdIa (k�k-Y vAWIT WHEN SPACER 1S LM. BE i)=7 F#i MAX. DESIGN LOADS k MAX, PANEL UD*" WHEN SPACER is USED, T3eiA.#J. a ASLO. DESIGN WAD WAMUM PANEL Lem 40 PSF OR LESS 61-a' > 40 PSF TO 5D PSF`..- W-2'. a 5o PSF TO 60 PST' 8•-10' 6 MAX, PANE. LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W SPACER AT 12 1/2" D.C. INSIAW AT19H DETAILS FOR LIFE SAFETY 1sANEL 1NTQ POURED CQNCRETE OR CONCRETE BLOCK STRUCTURES 4 TOCM __.-,• EXISTING POURED 400 O It' O.Ct - 1---,M � BLOCK CONCRETE ONC ERE IJ4 t TAPCON,,,_ _ _ ��". POURED ANCiWR ! 6' 0.C. I CDNCRIETE OR REtE BLOCK REaUBda. m L' MA%. PANEL LENGTH (SEE ELEVATION ON SHEET 12) is " 71441 TAPCON -ANCHOR 4S I" ac. -'iONCRE.TE�St.OiSt RM44RM CONCRETE OR �LS RCwNEWA1L SC1Si' 3/a.-t' SEE SINEE14:15 A 10 FOR ANCHM ALOIONL TIME ._ 1/4'a TYPE A SPACING. FOR INSTALLATIONS PRO. on" OMMIA ANCHOR-SPAf31W5 AND .000" 71 iNI+ANI: A7ICIDR i aW 0.) b •WARS a cm rO4mA•W W AetIWE4N.+<i ; Obe4,� Ibtl, OA1 7 m" 7XBTANc4 ARE MDIGRGm ON THIS " SAEMAE. POR EM LESS THAN NCICA= ON SLH$MRE REDUCE ANCHOR VACM 3. A@IW.1w WNW "3 B+NaRI wr Mu"PLYM SPACING SHOWN TN SC1FDtA£ BY THE FOUAW A FACTOiS. I" THIS OPFLSOWNI To BE PAL 11 ab REWCER SPACING OBTAINED USM FACTOR SHNI NOT BE LOS THIN Y 1Rd7'- ._ 3' a.M Vote" SPACING NWCATED FOR EACH MiOM TYPE ON THIS SOM LE 3t - LIE& SAFETY LNIQ WOOD STRUCTURES l . _�ODp HEA HEADER 7, lREOUIRd G DER r . "'"•`. 1 4"e TAIRCON S 4"4 TAPODN ` \ 1 O e' O•C.. 1: 1 GHAT 0 B' O,Cr f4 t gg 1q yam.' .-d7 S 44 r W. i 1 ) t CIA55 AT �.__._.I4 ALAK, ll R �" PNfi1 LENGTH PANELLEN TH p VATO( D 1 SEE WN ET 12) --.--. ! ON SHEET 12) O N It 1 i ITIf f 1.AA''OW— usSs.F"--SE'PARAiS. N a GLASS. ; a, � I I 1 Ea. E0, yt t L tt L i 2`A4" YIOOR._ I 3 a I 2'x4` W000 P11; t »,1. . 1� ,, PLATE S 1 REWIRED 4 L r $ j # 1 4'4 RANFLWTE P(.f,PJ- REQUIRED pANt7MATE PLUS 1 DHDa @ t2 1Ja' a.C. f : s� -ANCHOR 9 12 7/2 aC. L ( -S J �•� E Nf411{Ntr1t1 L AiO 1�OUNTINi`sa WALL ,ri(R}a�:•.r��•tJ�4s•,(�s STALE �/E"IT' ��", �VGNb'!e`'•''�,�' 3 z i p 44167 FLORIDA BUILDING CODE Non N1 h Velocity NMrrtcane Zone 24 GAGE GALVANIZED STEEF.t L STORM PANEL OPAWN Or. 1. INSTALLATION ARE ONLY VALID FOR MAX. aS.D. $•Q STATE �}- DESIGN PRESSURE RATINGS (p.6.f) AND PANEL 'Y©�. FLCR � ]! � L E C i AMC. AL PROTECTION PRODUM LLC. W Wac LENGTHS AS PER ELEVATION ON SHEET 12 4%' 'Ahy '/DNA%. a'� REET S.DO&FL =14 2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD ! TO BE SOUTHERN PINE No 2, W/ SPECIFIC INMMwH4V` �> rR.»', IR' " t A`n-iR1+ MroAe (R541 -'tsw. rm ( ")m-4m 20-175 MEMBERS a 4.RYr w ORAHxo Ma• A,R a ao ;Rw DENSITY OF 0.55 OR EOUAL Ps WA/�c>F rW aa6E714A+ Pr w,- , , H 9NF[i #4 4I to CU N U N �- O C .� co U N �— cn (� U m W L 0_ = Q 0 W2 7 O � `V LL %,- O _ cz •� // //•.�� �/0 V W'^ VJ L O � c O 5.,.� Q. I� 1— c if . _ �+ V J z z W J t"_ a cut w aVo V CV m X C t'U' d CO CC N � C. +�+ C � C � wa y t0 1L 17 ci H33 cm VI Q C In U O cn W i U) cu CBBBBB O C/) CL CL p L) 'C'D^ V cV m LU a Z Z J d SHEET NO. SH 1.4. t 1 l, ! 1 -11; i : . i II U 1 1 , IB . "Ad nLl,: 14, i l i _ i - 1 I -F-- i 1 rn - i 1 T 1— 1 -n— Eli /18. iZfiW/18ANCHOR% SECTIQN EZt ell ALTERNATIE ale ON SWEET ta).-...,_ Max 7 t Frin i (SEE NOTE 2) i te'Jw�-S'J lJNOIE j 5i4xf' So- ALLAaNUu I-- POR iM+Er *LAST PANEL(]) i0 BE INSTALLED AT FACN OPENING SHALL ALWAYS BE PRGVIDED W/ REAR MANDLE TO FACILITATE INSTALLATION IF INTENDED �. TO 6E INSTALLED En FROM INSIDE OF STRUCTURE. I I AT 2 ( 4 3! t NOTES x r •Tt-t--r-r--1-T ^-r_T--•q--r-- qF 0). DEFINmON [1F SERIES 7000: E-2 HANG STORM PANEL SYSTEM Ti T CONSISTING OF PANEL Coat TRACKS 70P BOTTOM. (END PANEL) (INTERIOR PANEL) (INTENxJR Pi+AIEL} (iM1R'ERWR PANEL) (END RANEE) de 8. iiOM SEE NOTES 2, 31, 4 ( tp +i }j ( SEE NOTES 2, S. 4 (2). END PANELS SHALL. ALIM S BE CONNECTED TO BOTTOM TRACK t t OTHEgWISE A SY{{2p BAR (7 SHAiL BE FROWDEQ AT Tt?p DP' SUCH lf( I d( I PANEL LENGm PANELS. (3). IF END PANELS ARE CONNECTED TO BORDM TRACK. CONNECTION ,_ I SMALL, CONSIST OF 1/4 is20s3/4 MS, W/ 7/5"iX3/32' WING I. "/#e-20.t' I I TED PANELS W/ NUT OR 'F /4"9!z3ji" Mln< THUMBSCREW INTOTAPPED BOTTOM j( { SS. BOLTS W a 1'#. tn"�TR:#P ,,. TRAM. LOCATION DF FASTENERS MAY BE AT OTHER OF TWO A-i ) ! EXTERIOR FLAT FLANGES OF END PANEL X+ OF 2 IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM _ -•...f - _ - - -`" 1• - - - -�- -7- '� - - -- - - - - TRACK (r.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO < PANELS SHALL 8E CONNECTED TO BOTTOM TRACK USING SPECS I INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF J_L�L J �_L1 9J1ilJJ_L� �IJJLLJ L1J1L1JJ_LL_j r-,L 111J _ J PANELS TO H4ttOM TRACK WAY OCCUR AT ANY PANEL LOCARON' 6 9 O O - O q la 4 3. SEE NOTE 4 {! 3" Mae'. I' IA.. SEE f• t INSTALLATIONS ONLY VAUD FOR WIND 3 „fj'}W/(�j 'F9pTE 3 :✓ �..7 SPEED UP TO 170 ;x ANCHORS mph, (SEE SL',CI'ION EZI & ALTERNATIVE E21W AN SHEET IEEZ1/18N xlvi/t+i M tj SCALE: 3/32r-I' Z.aa7'lW1 ovetw 1/4" Mar. GAP :'.,"'mma +•7 YA1DlC +A411:Y) MAX. GAP _ P T SECTION A -A �aaaenrHNNp�it SCALE 3/32'-1" �O �Fl l �P •FLORIDA BUILDING CODE Non HI h Valocn HuMcans Zone 0.P+ of- 24 GAGE 6ALVANU D STEELSTORM PANELrxVAIV rE� 11 L 1 E C O t Ese . GLOBAL PROTECTION PRODUCTS, LLC, " 'zoo , r' D wa.'S,'L 3Us11..�20�175 act. • (aq m.,n® en I trmi m_ y, €PONb LA.4Mea-la�,i FwG (GS+78laa•-®®79: 4n s-nuleer m rsa r ys OMX4hi Mc, TPI1/14 W Y4A.T6N A rXur 1 P:L 1Y-'at a #Nr{t IT #' to i ENGINEERING CWHNEERINc9 EXPREl3;i3� PRODUCT EVALUATION REPORT September tS:2020 Application Number: 13 9.i - R2 ) ect No ITdue I)- 154 EX Pro r 2 3 3 Product Manufaotufen Afi Amondan Shuttom and Glass MarolacalrerAddress t540 Donna Road West Palm Reach, FL 33409 Product Name 8 Description: 24ga Galvanized Steer Storm Panels Large Wage Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with this tequ)rements ofihe Florida Deperinsu t of Business and Professional: Regulation. (Florida Building CDnlmfssion) Rule Chapter 61 G2D-9.005, F.A.C., for statewide aresplance per Method I id). The product noted above has been tested andlor evaluated as summarized herein to show compliance with the Florida Budding Code seventhEdrtlan 2020 f and is; o the a Intended, at feast ( ) purpose aqukalelll to thatregNnred by the Cdde. Rd -evaluation of this produelaball be required following partin®M Florida Building Code moll6caffons or revisions. Suibstaingating Deft: rue..' r 1a + PRflF3tJG'iJ3VAL__"TIDND4.,L_EiN?S EX drawing tl2"1643 filed 149a Galvanized Sleet Storm Panels (HVHZ 3 Non.IiVl , sheets 1-5, Prepared by Engineering Express, signed 3 sealed by Frank Bennardo. PE, 1. an integral part cf fliks Evaluation Report T ST REPORTS Uniform static sbucturai peAermmnce has been tested in accordance with TAS YD2 test standards Pat test reports) 86T-ASG-17-0D1 by dLnckwater Testing, Inc. Large missile Impact resistance and cyclic loading periomsnoe has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) #ST-ASG-17-001 by Slackwater Testing. inc. + STRUCTURAL !NGINEERINGCALCULATIONS Structural engineering calculators have been prepared Which evaluate the producthrased.on comparative andfcr rational analysis to qualify the fallowing design onetim 1_ Magnum Allowable Spans 2. fignih n ign Allowable $Parts 8. Minimum Glass Sapsration 4_ Anchor Spacing 160 :SW 121" AVENUE SUITE 186, DEERFIELD BEACH, FLDRtoA 334412 (954) 354-0666 1(466) 39.6-9999 TEANOENGINEFRI NGEXPRESS.Com ENGINEERING EXPRESS, CDH ENGINEERING Page 2 of 2 All American Shutters and Glass - 24gs Galvanized Steel Storm Panels No 33%increase In allowable stress has been used In the deeign of this -product - Separation from gloOrW Is not requited for Installations outside of wind zone 4 and assennal fadlgies, Impact Resistance: I ct Resists ce has been demonstrated evidenced Large untie n as 4n previously listed fast repod(s), and is accounted for In the engineering design of this product. W lid Load Resistance This product has been designed to resist wind loads as indicated In the span schedule(s) on the respective Product Evaluation Document 0 a. engineering drewing). 107E Mliat/on This product shall be installed in strict complance with its respective Product Evaluation Document(I,e: engineering drawing). along With all components noted therein, Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use. Use of inns product shag be instriet accordance With the respective Product Evaluation Document (Le, engineering drawing) as noted herein An supporting host structures shall be designed to rest all superimposed foods and shag be of a material listed in this produces respective anchor schedule. H atrLrdtlre conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a sita-specific tests by a; registered professional engineer. All components whichare permanently yInstalledslall be protected against corrosion, contalMnolion, and other such damage at an times, This product hoe been designed for use wOn and outside the High Velocity Hurricane Zone (HVH2). RespLK: Wly. aG = Frank 8ennardo, PE ENGINEERING&PRESSO, ORE00465d9ICoil Aush.9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442 (954) 354-0660 1(866) 396-9999 TEA#@ ENGINE FRiNGEXPRESS. CON ENGINEERINGEXPRESS,COM t - It �' r•-,�ING PDLRrfO REM DR f cwrcRErE 1 BLOCK_ri - 14Y TAPOON AVCHCR i 12' o,C. REOLNRW. ; t `" I 1' �14111' f/4Y TAPCDN ANCHOR i f2' 0- TAWS` ILEX FIF.40 TEN SCREW a114' r'ROM WOOD REOINREO 11 -. 1 T 111 HEX WA TEK S�y1 O�J4' FROM i EDGE OF 1() J' EWE OF t ,r i (7� ; 1/2 u rBw ^t'MAE7. 1 t/2' �aPBw4c aR!....-.».... ...__..._ ...,r4 11'1• ; s 14 G�il55N... t 9/16Y . .ALUMw1NA I r H._ { POP ( dam'a }'p OE'IiVMxrUM pIN''" II RIVET 0 j 'RMET /r sae' 6' a- {:p n It Ir IMAX aMAY. �. _.._._..._�.......f PANEL LENGTH 4, .., a _.__.___e.„_� PANEL LENGTH?� 1 I p TQ ems. i t a 1' tr i Tic BSIC'" Ta awSs.: I Cs�• . pg OF R'• Stl I t THuuaSCREVI j ; p I i i j I _ L- i ;c• 1 Ir /YT w1W .; 2 „_a TAJ'CrN4 ANCHOR d1 I at " /4Y TAPCDN ANCHOR i t2" 'Cc�NDf6TE O POURED OR I a ..:.. 1 p s. 2"x4" WOOD ALdTE -. CONCRETE BLOCK WALL WOUNTM aEW1HLD: WALL_ SECTION _i Z1 SCALE 3/8=1' ALTERUM € 1 W SCALE 3/8-1' NOTESI 1. INSTALLATION ARE ONLY VAUD FOR INS. AS D. DESIGN MIN. PANEL LENGTH SMALL HE 2' -1. 1 ^' Ox $$1 .' ": is a FLORIDA BUILDING CODE on High Velocity Hu no Zone) + . wc. rr. 24 GAGE GALYANIZEO STEEL SIORIi PANEL CRON sr: PRESSURE RATING +/- 40.0 p,Cf. AND 6'-O' MAX PANEL LEN07N,';3t'°. s STATE .. 11LIECOmI.. GLOBAL PROTECTION PRODUCTS, LLC.. a7%D �Mt� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD •: CJ.tORi •' aE .no Is. sr .i1PEEt am n: 33WU MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ... x ..- 'k(/ r • • ,r ?a Y-!eu Xq. uOfiM GPFvae.. n R.m. , lNr$ #7J-+#I# : ( M»Mf 31N# *Oda S4e.1em•-7*w JAbI 20-175. DENSITY OF fl.65 OR EQUAL. ! 4tNit#fi0 �Xr. cc K w r ra w r ear ^M N° nAgroA1E Mal Lzs­ * s ALL AMERICyAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM 'PANELS (HVHZ & NON-,HVHZ), TOP 6fE - NT L114aK (CONK TV? EHPAN,ABOVE' As'RErJ'DS StkuCrrprl), TBOTTOM _ � W NT IGOMN TYP As Rr�'D) �z a'yD.. � �ssiAb (LCCATi fit HIM 111� tCON� PE As REQ'o) �6 criON ON MAY VARY j :6qM HGuhF1( 1&PAN @EL41iSwc`" ILInM) 'PR A5 TLP22'O1 Cd+SI P11NEl..x`M7SY 91=PTni'E.Ti€Li A5•R6QUtREGi, Pittt�gqD175 T,itlAT ONtiEL'TIoP75ANO AryCH4iRp��;;,QgEYIS,E.p'4�'jjggPF�,i 6AT33i� {5PT[ONA1.�r'2DSTTTCH . '60LTStTS-fASTtiWb y/tNGNLITS-fiaSTENEID'�� ST'ANS A1)tfVE a SELtSW.rIJT'STRU@TLON, - OVBIIIAPS i MIlx511AN 1116E 4pPR9P)rIATE FINTABLE) VERTICAL MOUNT ELEVATION 2 NOTCHEO PANELS NTS,,, El.'EVATTON' MAXIMUM ALLOWABLE DESIGN PRESSURES: 19 FAS h1OTm- tN D%SIGN DESIGN NOTES: ECiHWULES. P491 E-.NO EGATIV DES NP U C W10 tYK2,u E'4yITN"N[Hi5 SEsHALLa DETERMINNV p.EK. S pN7�{Ey�ENG GIN NCE III pT pG�RMINED-CbQ ,CORDq'RLE.NbCWAPTERI 1Gb4 tY[E �aL7i[fiiJ �r?!7E'IV D R,F LESSTHkN O$ . E LSE n�pAi ' DESIGN ASS U E, YN LUE.S I Tab HEREIN F£>RANY BEEN USEDIN. THE. L*S - HI: DCS[t�ti ."SIG" aailaeA 'ui,sc,If NS�O ED fALtUL4TTONSAR r US NOTPE,OVdaE' ,,NS-D%F 114111 &Ram IEab NED LLt t- p, �4 NAXLMUM TEYTEn' VISIT EcALO' 10JS1543 K+aI-r Lya; ,ta I �-.Irxl lr_rI :�Il daT eiBlll�PlUE%R�Sf� ' FWfAw'Riofi9LRAn7"MPORR R�sotnceo THAT LAaEL j.z2sG ta.aD" ooeo" - 1£asPalau# 'L•' -0.:4 ,094" btsa A �- TYP IBGA s 3t ' i2d : ,Drr4 +� � TIP .C9 ^ t• i'1 17 �i M i 7.J . ry P� lL '. M 0.D62". . .I. ., �.1 y ?x3D ,9 ��. .. r:.� I Ta. z t yr t 1 30 � o3.s .�1 1 S Ltii ..,.,, 7nP. 1,OGD�Ir PT .�,� ,A3d°..� � QGd .. ," t a a= � a -:Lao 13 -. 111. Munn ur u" tiEp. e HEA cv IL N I 3.390" yq 0.313" 3, 51 t.56tl"-+L1,58C>" SSO O,'DSsC'MbAS55, 0.37b" 5z D: 1 �16 ID-{ I-^ D.3%"So, 073^ 3 F--L2.500" PANEL COVERAGES )-. D'as8 14.375" PANELLENGT : - n ip3, ,j'D' O 4150" L R L[IIAEEirtiN.Dow' T_ b. "O xAr'e� - - O.D65zScl��; -N ,lt Ii w w uaYS° Zis- o�Lo aD.is4 tJ3 aULLU-dT 'C WALK ;P P" � Icy ¢ iRAGK R 'i EO iNNCMJI p.375" }555° Y+r# ficJT:1 I+INi�, ry tarR[eT{urn - - R--�.DDa "� :,�P; ��i i�-r, . • az-s naims�o IS4Ah BN'11L ,Li."f AN(� 1(Z�l.iE317ENBEIII e',X1i[RP 4 NrAX,:l,•,soRNEzcLosUrtEaEtArl. i zs W rr�Nn. r� N?s`IAW`N'Y wtr*r!A°I lvi 1 td[f(INI-{�.nMIN i ti e.a _... .. �n �. - �Lp -e3. lam.^'y -%920" 3•fl i^.E - OVERLAP ..I d A.HY"fN?� ti �,25^P4A%. r:- u <xxrc ti .xxcr. try' i'•t-, FAIN: ' I cis) @U k uc i Lx3 hs•h+liJK. . +aDa vzrr.. R-'TT I'RF"' i�AJSNi:se .t•-F 3 ..ay '14W3.L .�t'aRrlERGLti9D@6'D73Ar4 �- BED! r✓ f�TRAP4'1u$1NrSLo6UIkE PE7AIL a.F1'.bd R� �q c:t.,r. Q Q N N N "L2 U L_ Q• O O i .� cu U -0 - CL � ��10 �V O U) O C L_ Q O �7t V O O CU LL I••'• O tat >` / •� -0 E O O VJ W u n c= m � N M t � d d C � ' d C � a is a7 ra C 7 � �- N C CD C3.. u w kttA,JP2 FI•-N�iV.,q:.rc- eE 4A&(AE YIS hftkl,,eeA ll%!"Pr tl,h'w9+4.,tlt, ',pi�F' '.#R8H1N4'3N.4 f"Ake i:111111Ab'.W Y:AO INNLM1 '.. i,F+i'. �Mi-. w%J d' A`q'R.'iY.{..0 . J Y 4-4K - ��'.: •.,.,.,,, xwn„,... '. ' F�.KzNiNIeGsr•c.5e;s,F4T+r:aTat,li;c,r. r •as- ¢-0TsyYa Ci .te4•4+a,N�a 4o-tsx9a,4 _ �,1MjC Fh•A2Tattry �'iW'i�.:•Ta.�A �1r°<aErtct cnus,iattaxrr,a^,.ac,,eVt-a"o'e-,sts , � iF cla2,,:tzy ,. ,Iri .'`I....m"..r"'nn' ""-r`L , %'ANCHOR earvPELsSl PM❑ I� FAlSTNEGNeRS�'aC z3sG°•tiaeV. LErfININUNALLOWABLE SPAN SCHEDULE _�...... 7DP Ol o " r 6'.. - ' k.n e pnxk-! _....::-a'asb•V' la.`tuu ,; - �s did` a Q - 3.5" I+ELISY CE ... 3� ".� �, ." '' - _ ,. i 4" eltcEDISrgNc'E '4 (���W) B P SPAN & GLASS ti t) l� L' �. go 4s. # r }pgj P - ii - PS.fp.1J>: Cn ALLOWABLE PANEL SPAN $IOiLASS t' ' lb � dt� $ x, _:.:. Fnl �1,� MAl[eF�RX'.' 5P 1rP TO YH,. RTa IY-C SPAN UP T-0SD-1a" _' MAiDat!saaa "titWd titian h`-n' iWl4i SIk 14W+IN viW.kliH lt3'lll'l u'. � ',. iD� s;=va.. all ,3 - 'F %y ..• ._ .'*�..; ri ii . 'Li' 23" 14'.- 22" O` 2s' >'-a.,7� ,; �. AaCMeR' ►vessel¢ CONY'TYPE aoNN'TYPE oaa2 TT Ca AMER PRESSURE CDYN-TYPE S2tla TYP! -60NM TYPE 1, ,,,:`�.eJ �. „', cE _ SEPARATION SCHEDULE: , iVrE rsr ct c2 c9 r4 [1 cz CN Ca , c a ca ..e4 i� Typo tsiP a a o �C4 e; rti <ei- a ca- N..a �,<,. - h ". t ,...,. ti_ .'u" H«d r -� a" ar zs - zr a o^..24' r�- . ze- •� -� - .. - u : , .�1 ni �.. ; - .x aorr a nm sz Sao i�a sit xzs re:c tiaz sa ,"Nx: .. ..a=.d = 24 PANELS -.wli :. .._.. _ i23. 16,6 $7 -6,E 17 EAT :33 12.t^' �6,a`Irze' II;9^ 12:5' 16,fi"Setif" 7,'S' i2. S' 18.9" - e.. a r4uce a+x.e.. o it c u sr zr a z: zr , -- . u w p BEWflr11LTPXoU - --Y:1% - U i 1I.5 1b0 118. &0 :12.5. Ja.O &2 S.i I2.i�... 1GA &1 SS iurt3 PY_F.: +LB -lie +. Lc-'lx.k ._ ,q gg1-?. Sd i9"... 7.3'" 77" -5i'. i.•.. ]ir' �3" 3V' if` 9S"' ,?='-._i _. .FI.'9r +-,_awl _. �,.. - v... ,i .ii. - ^ ..F IAll ytttFY 3:. 'L29 U1xD e.'B".3x.s"Y6:fP'1LD' bl 13:5":39 ➢`YF.E"n�' _< and " .. ....1fi.W yGi 5e 3L x 61 #-a >tI<.«S". S_s 5.4' 96 Y2:S' Y$.D..YG.. .S" 12.5 18A i+i,7 8,fl" ]2.5, ir�17 .L}.7, MINIMUM STORM PANEL SEPARATtfl{iFh#b1A55 "F` 2i" 24 2P -9U° 48. 48" 24" AtE 31!" a- m. '8 s :: M. . +n $ xr`� I:t _ a • ;. ID �,. ix.9' IE:d' A3" .3 3 4,P" H,L 3.4' !?,5"' 1E.t 9,3" SAa - -- „ . - . ., :� .:.-, - - . -,r S �-"•-i�l .. �.f . n $ _ ', °a HVIR WINn 20NEd$ESiENTJAL FAC#[I. � ' • �".:. '� .� � _ 5z 1�.5 1$A. ifiL 6.9 5,25 16A li,T HA 32.5' F�Il'^Si,] 5;a ,�• -= � i T[€#i. .PTmG T S2`-. 12, SiT' ai=�`r.kN: �' .r -_.e " .: " . .: TA iJT L. IX ..._.._�. _._..�.._................. _.._, _ _...... ...„_�_,...ti..� $ . a >� N 6I :1?,.S B.d _ S 5,.. 12,9 B:D. 91 .5.;4 ? 5' 3b.D 'dPS..AL 2'Z5^ ie 0" 14:T" A 12:5' 6 a' 3'4:T S.fl 12 5" i S. T'G" xrar se r1 at �. .JQ au W ,.#2.5 i6.0' 3e.41'. 16.�, .1 .i ]6.a. i5A . 12,0 ,12.3 36 a i3. 30.7 x ,... n i. : ,: u v - i MAXIMUM O 3 � i7s PI r unNt sa -- axTaLur rrAom.- 1't- 1z.§:-. S.ff 1e.o T4:1 i2.S ]a.Afa.�. 7.0. 1z,3� ID 1o.a ss. 7jt Me 7b' 4"ZE 2af - '. 2a" 4B` 3tP' '3.y.� i bLT1AWTULTRAtaN o. �i. n " ,:. r. " o. , >TLE � i. .1 £A a .-. 1 i. : ,i-t riEI6N . , } 3.1 ] 1&b' - :4..i2 5 -0d, 12. .A. t A.S! T.RM�M a:. r,ta a ....I df..9.6 YIbOkSC w 4L ,S 356"1 1 $1' 12: 5'-lbd' 9,7 b.fi12,5'/... • 9;3 ..5.5""ty, K, ALIAWAB4E NSTALL TION IRA NHANJO' K1RS?TxREk E "Lr' .der O" ff ?9' 7Y 23' N rC 6 I.. x a. 41 „ ,.. „.. „ ...., . Ar 1Z 4, 3 ,4 �.+ N lu . ,. 4B. _.9. 9' i. 1F.i. YR.}9$. SiH ti6II ifs' §- .. .., ..,. _..... ., .'P{k7NAN3a EOVEG 9HAN 30 VEGNAO. .• "- r W �. 'de 1;<.^5 la0 i2A 7.R Sa,S 160 5fi 3.S Y8.4SPANfImIVui A RAPE A90 E : 2T 24 d 50" 98" : 3O' , ,.. , .r. n .. , ,tLfi p s2 na. f&.r� 13a -e. la.a ir,5 s.5 .xzs: 1E.D 4ia' s.5. „ " 31" .iT' ypM T" ? kt.L} ''- . ;.., ..-- 32 to 3' tD4''i>:1" B:d° t2:5 itrtl!' B.t" 'S,A^' 1g:4 cab° lA A>s" .-N..�'�'""'"`..,,,"''9.5' #Zr„-I6.6"]l.a"--➢SI' � 73E - . r 2633^JL 2a.. _ - -A k4,b,l .g ,.. $.al•. iBS' Sfi9, .1- .E„ 32, 5' .act 8:G". :., .,r. L. n;.: x Il±. 1 R' NMflr15 33 �12:5' HL1-L6.4" ffA:, l.7 3, I6S a i$-7. 4 rZ3 .0. fik3) it.9.. �. n n. ,: : „ .,. co Sj Al]14 roam 25" 1 .1-: 0. &e: M a3 L > $e 2 S6, 11: 8, Ali ,I3e.aM E.Q6 rrt iA63n W�( iq� 7 .3. .X ,L NPAK.-aHawN ilrAe ANa HMIMUH AIiNVI •�.r. eP4N59A:Eb kPt ANY:tD4rStN6T[;M t}k NOUNfSNG 'a AIL-Ni77NT.58041q SE7' 8 ,,. _ . 17.z1".. L:S i SO:UIa. 6D4 in t 2:tfirN ., ..� '.6.. is.o SS.6, it•9 t4�a 1z5 D.. 72,5. le.tt .,3,_.1. :T :.. .,�.. .;to ,..�._..... _smlai'npN&AT T1W aR dettOM. aFNq.4P.eGTM9S>Em+aW ttif3BNUTEa iNTf&PstN4VtlfiNt Neie......h..:r 41. 9 }APORIPG 41 S ,le.iT 13.3 1$, 5. 1k.G: 9.1 YZ -9.2•. taQS1V BQE In 2:TElN NCCR,P7AaL9' ,, 4H '-7.1�9 1E-a. 35d 13wi iZ,S aAa 124.: 1p,F1 125 SEa a2S 1Q,5 i+ A _t.___ '. _ c .. . ie e.. _ t C4 a SA aWNEN:A fA 1NA7. ..... -.. Na aM 6AS51 AHEb ifiNGttl C rA TER?MIAN 'IaIn9 faN H. , � c : . . . .R SaF'AA419N. EquBrE , ., .. s:, r � „ a _ - {sj�1 _ s� -ixs- sa,a 4 12,E m.x L+f,o t�s� 1D, zs, ;; .:.....-. � +fd5 :13lfAin iF.Oefn E.1a4n •.l a ,J,, �#4 .£ r. .S� .3!k. T al�ailEaIWIW+ Sri L3.5 �6.4 1p,S. 1,S m : 9t# `iL& 36,U 9.--. .. . -... _ . BR9R£f+77YE NaWnimNn S:ORIAJPUImgN A&IYE, '' . ."1 _ •r.3E...�n «. - .3 SraE eSa'rasa roktu eulLM7UrN0uNts tN TAtu enerv2, Wt#Nk Strst LtatSaNc>A#E War (� s, aZ 1Z.3. 1fi4 S2E 1U 6.. .S. Yfi.e 12. 1 1 i 1s.0' I .5' ins '2 t'i.5l.. i:n' s.i. 5 t a. 9.1 lzs .II"^3. PIS I.'4D.BLn r.:DG In l.tD In LWIl$4R E1kU .. ,,, T 1}. & 38 .. 4, 115Ei).YV Hea 'kN GO7#aknaiNs, RE.aEaSEPANAnaN a-N4LL.�wE PJ9158TAIA x' q�1;' .tl 14 ] 1e ➢ 1 ❑..: i i . 8 Err v i -. m P.aai WNnMG (WN iRGH 61.+W+. F <. i.. k I Jj4 rNHfil". IE<'kl 4. 35.tl 3..5 Id,a 3.. e� .. -..+, '� .. .4. 3 55 3O661a S� ar 23. :ut c': L: -_ 1 m61V O.0 Ern on wnatarr srnr>4 erni5 Ann entLs-aevnrwrni Naen 9 f/ _ TAfitE K a {N+ 1. t#q. IrWAi Lpn"e NArr - N V 2 -_. ...._-.--��.�.._._.. ..I. S-.Y '•.. .. '- iiial-kh. wll.. L. s. ^ .0 )Id1I='IC:..>-f^.kG 41 :� _0`". D 3 7 114 vs.. .8 .3 Ali P2irRlgfl91/dP'P 41 n a6.O':..,D" R5- 12,5 Yer3Pr 4:e` 4.7` fi.zffi•.1Y 4'+ye�'#3r _ v- _ .... _ .. r _ - .Rq E PASTENRR6 m st.3" N 29 a 2 - _ �sa a7F c....:. , NIMu U d r onn. . iL45URR5 PEA d .- al4', ra.:l. kY,3 In.B iSS i,Y A�5 6-4 1$3'. Ali, - ANd-'S MA. SPAN 39 Mr 57NGiNVE.L La nK . gPNL..OP 4R eDrror* a= �' YaP 4t}9kJnC � ' ��.iL s��1�ppyy ... . ';. ,. NUIINIiNG•E%rfdlSWb>$ a a �• . L -.-.,. ,..... �u,v„ra: *;__1 nmrn.e & m � m x v • ,. �, ' , , ,. � ..�. _,.. � :: " -.. » :. ..n IPaPl7 AIC I, YANG fMi MaUHrLNO L'GNDmi7N SHaN'N (NFPre^-gmR4IrkN6U X Si :1 S ,. 1 D T 6 12.5 1 11 LSS'L1 r. 1-i 5,D Y$ : .2.. I , ,.t1.Y.nn,mFrx r'„r, _ 2r . _ 3Si+. 5L F. ui r_r.•z _ 'rn ttl �.�INS� 5 3d 1 3. 4. ,2m Yti 4.b z5. iz a�. '., ... _,. .+d`a -fi 6. all 1i1 Sn1!'.v. ((((���� T 3E dt 13 h" 29ot ,. � 3, ixot'JJ� K, ILYn- :.x 'rR=.:P^.,F E•hr' F�:'r4.] J n` r4l culaNGtfLooli Ho11M 56LTIDN' cetxhA 1I��J#L.wwl �f { s,T� I at � u�� 3 ir.,u--nr Ian p, 27:6 itt SJ3 in 29R Rt y .(�,y{ u-f _ _ 2.fi" BM:E 01$7ANCE 5j �, 4.' -1-IT v8Y Ey1f.�tAt, L,1 :P Yt1r T;L,'C n ,! p.._ ,._-_n. ¢. . H 1� ,7f1 tl11(`i-GM'8rU` 93 t2T'IIL3':� 6, �'' 71 - d• ri:. Y t91 Y7 It _ d. ( ..-dl2'• Y`S 11 ik lei fi I x-x PN1N CR}i".'�i ,2 2 N HO NO C _ 529' 83" Aii �.rl �iR 'IYI�TCa�� Ili +[ 3(`A A nt8..y,: •a- !Y '%.S ..II lC1411 a J:._h1,ni1NM ;.y 5-4`�T�1NIY:tti::,tyi.. 4S.er - - r'��WALL.NaIFR'S�.'F1oR .sflPnlnF.x1 -v::. r✓AA-lfla'a .lri,v r."x. a*'r n,.u.-.nai, �.^af..vr+.m ii}_n_ - in ti ri�Tr• :H`•:..>-e,t. �y _:� ,- �.�' Y. � -. w � V � p+ SPAN SCHEDULE NOTES. � s'- grvcHaRscHErru�APPufsroAttae,XrMQM LfOWAOb•..HEaNSAND RESSURESIND >:crwwa:'•. try^Isti"-.es^ craw, szs•Ti,.T rs lo:a' MAXiFNH ALLOWABLE ANCHOR SPACING, hGi#tMUM AILtlWABL€SfV5N5 ANOP$E55URE5INOKATEi3 $ { y IN SPAN$CHEDULE St-ALLAFPLY: - 4 N a CD 1, ENTER SPANSRIEDULEiWITHNEGATIVE etttoIMMOR'rALLtt+ a ihWM1lllNtttiN 41 AaV' 33,7" b,t5".AS" En23° 5.Q^''.. ' iRpFf 7rmEA10A # EN7ERANCHOR'SCHEiAILP &ViSEO SNk PANEL FASTENER 5PAHNG THELTC1lNeG STRUCTURE i %.'L o-swnu ate. cnrwrcrrcx+ OtTBRNINIEMA PANELFLOWAB t STORM TO y; aB b>xs" Y:7" e„xs' 9.3° b:zS"-- 4�^ 2 DET NEM ALLOWABLE STORM PA G� MA7.E A aANCHl7R-TYPE 5tl__ECr'D654SrN LflAD_GJ2E4TER THAN (3R s IIIG ;rPshe_'x-:kv4" ,. „-'.r.1 tvw MAPvnµu 1A° rMtMI AXkMUM ALLGWAe M. NRi -:r R 5.29'1:9'•. &2.r" 9,2" d+.f'S`..23�- .. .4 _., EQUAL TO'N2GATrvE DESIGN a. - LOAt} NSHUTTER ANq SELECTSPAN GRI;•4TER TNFkN'OR EQUALTOSHUTMeR.SPA1v,SE1., 7 _ 2, �''. s,.r� _�T� m +-�w,r,E `` $P�h SCHEDULES ACCEPTABLE FOR USE WITH ADAMIT �! � .. W pµO, 6` L � ;v.25`aa"; 6,25' 43"d'": S➢':G{ M1IECITON T°i¢E B,ASE4i:0� Ai?RRDR(1IA'F'EM(NlhiTIfi1G_CfFFN[7ItjL7N t$EE M©UNTIr�DE ILSON 7Y.. e3^4nnss..S.F 7 X-.,.:.Itu.Z-••tla. +� POSITIVE LOADS LESS THAN OR EQUAL TO , I. m FN .Is •- v '� '^ " • •: , ^. . " :.. ^• Nt ,]3 -1zs ass ,7.8 T.3- azs i3s sz . xn a.is u..o 4.># -4:3 SHEET2fQR tOFMTFICATiOiROF G'S7NN€f flvH'rYPE)1 a rm••r �,:, e! r. ,r E _=:T4-cLlr +CC NEGATIVE DESIGN LOAO5. ".. ,. - ,.:..,. , " , ^.. ,, - Q •v:. F 5,8. TAR i- I K.FI SB :?.!'111, l 4.. ID.7 1. .4:... ,' xzvXt 53: Et0awµK aG4r OR t, w. CON 41. ' iS.H_ ..,.. 5 e d 9' @25'- #.a:_... O.. §. PAN'ELPASTENERS:ARE5ND5 i15ER SN a�FN1UALTION.431i'fH'ALL MOUNTING EXTRU51O1� .....-. 2 P - E R .. , . , .-. -,. J -.. ANK FAST€tIt:RS• AR STUD5 UEFA IN ..- , ,. ;� :� �. ... . - •. _ C71-,19r lackT.tl,.. .. .rStN.I.+uJ xC I, l,. .- � :: , ,. a.. a -.,,• :i u .:_ .:: h,,, nrnko ;. - .. I , ix ei.*�N9 msCluNe S[NttwMRuy, oM H5w 4e. - .,. ., �. . _ ', _. _.. .-,-- 4..L. ,YAS Y3"3'. fY AB. b:25 ,4,i 4. A15" ta,P ad 4:tl. CE TRACI£; ETUOI7ED ANGLE, EiC;) {15E 5.Z5 ti'TE.PANELPASTENER5PAGINC, T$aI,E VICLU�F9'R: L A ,.. .:,: rt.kv,.dLa- •1 : .,reIPLYIRu,.-Tr.... COrt7UNCT[ONUDDED LMOUNTINGEU USE wlm+NvrawAseanEaYn. nvr 6 NS �. • 5 -. :... „ I iI$° 4.a°:6Y5". xB 4 d ?8••:.. 1 .7" 4.1 •'' §� ,,; °. AND ° °,HE DEBS N 11OOftfnlVD(JN '. - aN; Seca � ," � x os s n :o °H 4 .F _ CrNciut>f C&U ...L1T .SJ, _ -- - - I ,C 'PANEL FASTENER ANGLf; ET AB E 115E VALUES S' mSNjE . ;: .. . , .. .. ' ... - O,C. FANEL:FA5TIENERSPACINOO TABLE VALl1ES FOR t . . 7" r: 5 YTL7 .3 > 35 1a7 4,1: 4.. :E.Zs. LLC7• 4.3..-:.4:a 4 ANCryCYI{S SHALL-gE'7N5TALLEt77R,AO6tvl4lVEC `cNiTH MANUFACTr1gER5 iiPCpMNENbAYftiMS, _ . ... ;ff , .. I q t. (x FNnr!t 3 - S SB,IS. � ..x )z�", ixs s.n.. s.x... z; s 6 a . ,v, 5� hi0 LUW 6 I1QaT S1TiU4iGREst�.I,L CONeORN TO M -.B�K. ALL N AND U"REAr3ERS.iINCLUDING BUILD OUT .'. . , ,,,... ,::, ,. .. .. LLSF.A$,.f10TRID1NAt.!{OREDUL.E s - _ S rplm'ssaua st,-, ,v� .1zs ,o..:.. 7 R� szs Ta,a 7s MEN 1E.o N . S I. � � 6 raTNTMEROli2.. '.... ,.. , :i , .. Ir. ,, , , ','a dED rYSA : .. ,,., .... _... , I , M@uMU EN19ED ENTYrN. G TA DETs:SHJtL'p M BRICYf.. 49 12.4 0' 4" P.9:... Y2,5 1eA 2,7 F.2 : 12.5 16.0: ".7.7, G.2 _ .. .... n " , ... .. ., . A �. ".: .. ,. , FI ISHe4.WMLL F[NIEHE55HAL1 aE L1M: :... #ORS ALLaE ERIedEL+.g ITT EnS.b... . L,. - - fi _ n - . m s, '. - : AtlE UATEL4 TR:AN6FQLLQADS Ts1i HC +.. RUCrttRE: La. - ,.. . . :. � -.. wrsaxurwP �r' I. �), r'�,. ..TD... ,. ...,. L1 ; . sic _ , ..] , ': L6 NR4:T5 M�+N7 ,"N.. : +� .-.:..... : n.::. es C tRET NCNcoRSNOT D H� SNAL B Ma5 DED TO CP,AL'F;EO NOR�ON N ia, rl11, PNsm '13 a C%iRUSLbN ttl Ab4A€fNT_, of ..... i' -Yl. $$fi , F 9 HEAE RISTIIVGS URE tS:.,. +TTAF14NG TI G I UCLS MAY Y �, sl����. Rl_,...... E... TwtzT.... JS.N. Coo R VAR .,. Otr4SS SEPARATION NOTES. I _ KEW nngE4r �- U In.wulw9#Ri SAID 4x 3Z.S 13.1.. 52 +,a, 5 S:S' .3,c. 3 fi . s.z 3- -3.& : , .G .. t.P..ik n:!+.'•I ,,r ,. yE <. .. VERLR'THAT FASTENED AREIMfaAt?ELA7FPi"i•AAMtNG MEMBHtS, NflTE°LYW€M3D FA6TEN7r4G ... -., _ .... , 4 4a � S 1,5. aL;4•.. $1 s,25 9 :.5.5. 3"*i $,f¢ . 9.2 3S . 5.'f P _uN+s t+.... •. , 5..,. ENTBl+SPAN 5CNEOIHE WRN POSITIVE DE�ii"fa t lgAO'r0 Oe!€i4F1TNE - p I - ::. 0 NLYWDACCEYtAOLE LY fFX3 'naffiE CLOSJlREPIFCITWa+ 72er Ir. Cl bORa#1 tit -. � 6.sI5 3C.8....+9•i 9 a' 6.?S� � .:3 5 3. 62 4 � ;S'- 3,9. H � � 411rwa ta. I N. � � n• MINIMUM R UITUED"FOR FROM THE LOADS ONLYC Ctl3- �" � � � • � .- .. - ID, wHEfdE ANCHORS FAGT'EN TLLNARRbw rACE AFSTUO P.RAMNVGr �ATjTENER5HALL BE LflCATER: IN CC a' IDls r yP.,i . ,.. s.__Frrl - ._ >> ICoxx rnE65 , :. : n .r '� F, s 2. 'E39" 9,i" 3.S" 3.3"' 6?4". £i 2" 92 3?".:3;3": ° x -r u. - '... 3. SCF1EUUtF L4 RE4QUtRED FOR Use POSTRVE i6A[IS ONtY, srr -a� e. T - _. -. ..- _ FRAMING), DMINAl.2 iG4 IMIN,)WOODS'rUO4Fa. EiIGE DI&TANCEtS.ALCEPTABLE FnRWd700 r eeraH+xw Reom .. ,. �� INT 4710N BETWEEN LOADS -ISACCEPTABLE, OTFIOMSE UW NEXT HIGHER (CA" AS •�• FRAMING), WODO ST40�IALL BE o{kJFFiFRN•P}N€"G.�O S5 oRK;.REATER DEN@Pt'F, W145IXLE�£1 cn y �� �. LOAD.. M10) SHIIUJ„F{AVE PFnLLLtffi PAN HEAD e-._-r wtcve I;a`Xa i r8: -14-1 3.. FlNi.INSTAk.LAT10N5IXtrSiDE OF THE HVHZ AND DuiStts€ OF ESSENtiAI- crmx * A9 xcan ' � � a = 11 REMWABLE ANCHORS ARE DEWALT PAFIEIM?tTE,:ALL-PO1N15 SOLtD EP $ BR'A55 &kSliIPo5, § • i#4i, Iwr ... Ixal. `+"'ry 'R �• FACILITIES IN ASTM WIND -ZONES I THROUGH 3. THE GLASS SEPARATION 12.. rdACH[NESC'REwS:SNALLHAVE M1Nrr,�LIT+t ENc,A5HAENT OF THREADS INTQTHE SASE H�>Jfc d;. -� OSMI6NP R - W. el {&dSYi✓t #NCneA5 is - IeelPlaatt . ? rE L1J �• C.a.[ a_s:'I[f'- ,: .,,,. roic:,r, SCHEDULE NOMIMMUM SEPARATtOPk FIkOM THE ExisDNS �Nrare. ' erAA7NCOF %AW=TnF - ANCHORAND MAN MAVEEITHER A,aAIV`HEY➢ThtlSS.tIEADe.OA.WAF6p HEAt1 (SF DNNAL.KBCL7)U-N.O: .� t`. i irn'viritisls5i-1i fi R':'.I Tait. 203f�43. PROTECTED Rtm. I,ouawaotNaR wLUEs3+rNrN,Na�Pe 2#131543 Is.{swlMl✓M.a�itetullE�rr�zmGE€�tsTdntre€IreLUDsssrUeG�oItOTMEitWutFZNls+t€s. 20-315A3 z nln'r.nFi I- _ x?lma A+axw sr Trr�TsaiFl Scan 14,= DESIGNATES ANCHOROONDIiEOW IWICHARE NOT ACOEPFASLE USES: T. T _ _ 31 axRsarAcfNST' 1;Ss DIRE4t MoIINFua6 DinDNs- _ foRrs4-f�u. LE LINE9R INTERPOIhii NQtPERi•RTTEL].r'4&UgEw.TM THE ANGEiQRBCHEbULE5I35TEIltlN r -�.. •I.u!.:. /'�_i1PTItlNALrtQP1FyJTTOM 4LOSiMEU-TALL THIS SHEEP. r C:9fla1'll IW LUY n� fC yy EGRESS ,P�`+ �-}�.�i Lt+; I;..K iI LN /"yl: II INl�I.I c1111L MSAINiNc:.,AMH p '/FASTENING PI'WY�L �GINL _{ tin cram n ^r kM xrnLAr N uwi.r odlar v t OPTIONAL INTERIOR FASTENING DETAIL ""�1NTERtcirt FASTENING � F S,° Q Q. SHEET NO. SH 1,5 I I I . 1S I ]T _ --- F_- -